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Home My WebLink AboutContract CAG-11-192 Contract Provisions Award Amount: $16,032,772.44 Award Date: February 28, 2012 Award To:Johansen Excavating, Inc. ' 28215 112th Street East Buckley, WA 98321 Rainier Ave S (SR 167) - S Grady Way to S 2nd St Federal Aid Number: STPUL-CM0167(048) Transportation Improvement Board(TIB): 9-P-102(011)-1 Washington State Dept.of Transportation: HLP-PB07(010),HLP-PB06(011),GCA 6756,GCA 6689 Washington State Dept.of Commerce: UV09-951-097 Sound Transit: Agreement CAG-11-027 F i, Volume 1 of 4 General Bid Information:Builders Exchange pf Washington,Inc. Submitted To: (425)258-1303 City of Renton City Contact: Derek Akesson,PE 1055 South Grady Way (425)430-7337 Renton,Washington 98057 i ' Consultant Contact: Jason Fritzler (206)286-1640 Ap ved f Bid Submitted by: ±l9dA+.w-f+..A ,ij-Few.l..,aw V:j i� i ) Kp�b—i, AMM 7 WAOW- � (7 Pb.rdn3W_16Y/ R+.r 2544,d1'3 i ty of nton at SEATTLE TACOMA },.3 ,cx 1. 55&r.4Ia MINEM•ARCHnTr5•LVDSCAK ARCHrrEM-sUR%WORs for'CA on ' / /2 City of Renton r Date Joe cv-PA I' CITY OF RENTON RENTON, WASHINGTON CONTRACT PROVISIONS forthe Rainier Avenue S (SR 167) S Grad Way to S 2nd St Project Grady v � Federal Aid Number: STPUL-CM0167(048) TIB Number: TIB 9-P-102(011)-1 WSDOT: HLP-PB07(010), HLP-PB06(011), GCA 6756, GCA 6689 WSDOC. UV09-951-097 Sound Transit: Agreement CAG-11-027 Project No. CAG-11-192 November 2011 gti4�w�CO TONAL ' mss: CITY OF RENTON 1055 South Grady Way Renton, WA 98057 CITY OF RENTON Project No. CAG-11-192 Rainier Avenue S SR 167 -S Grad Way to S 2nd St Project t ) v v � INDEX VOLUME I I. CALL FOR BIDS II. INFORMATION FOR BIDDERS 1. INFORMATION AND CHECKLIST FOR BIDDERS 2. SUMMARY OF FAIR PRACTICES POLICY,CITY OF RENTON 3. SUMMARY OF AMERICANS WITH DISABILITIES ACT POLICY,CITY OF RENTON III III. PROJECT PROPOSAL 1. *PROJECT PROPOSAL COVER SHEET 2. *PROPOSAL 3. *SCHEDULE OF PRICES 4. *NON-COLLUSION DECLARATION 5. *CERTIFICATION FOR FEDERAL-AID CONTRACTS 6. *DISADVANTAGED BUSINESS ENTERPRISE UTILIZATION CERTIFICATION 7. **LOCAL AGENCY DBE WRITTEN CONFIRMATION TEMPLATE 8. *PROPOSAL SIGNATURE PAGE 9. **SUBCONTRACTOR LIST 10. *BID SECURITY IV. AGREEMENT FORMS 1. ❖AGREEMENT 2. ❖CONTRACT BOND TO THE CITY OF RENTON 3. ❖FAIR PRACTICES POLICY AFFIDAVIT OF COMPLIANCE •Submit with Bid •*Submit within one hour after Bids are due. ❖Submit at Notice of Award V. REQUIRED CONTRACT PROVISIONS FOR FEDERAL-AID CONSTRUCTION CONTACTS 1. ❖REQUIRED CONTRACT PROVISIONS FOR FEDERAL-AID CONSTRUCTION(AND AMENDMENT) Rainier Avenue S(SR 167)-S Grady Way to S 2nd St Table of Contents ii November 2011 I i VI. CONTRACT SPECIFICATIONS 1. AMENDMENTS TO THE STANDARD SPECIFICATIONS 2. SPECIAL PROVISIONS VOLUME II -- APPENDICES A—Prevailing Hourly Minimum Wage Rates B—WSDOT Standard Plans C—City Of Renton Standard Plans D—Puget Sound Energy Construction Standards E—Soils Investigation (Addendum No. 2) F—Contractor Requirements For Work On BNSF Railway Company Property G—Construction Stormwater General Permit H —Property Owner Commitments (Addendum No. 3) 1—Asbestos and Lead Survey—Building 201 S. 4th Place (Addendum No. 1) J—Electrical Permit Application (Addendum No. 2) VOLUME III - PLANS VOLUME IV—FRANCHISE UTILITY PLANS , Rainier Avenue S(SR 167)-S Grady Way to S 2nd St Table of Contents iii November 2011 __J I ' CITY OF RENTON RENTON, WASHINGTON ' ADDENDUM NO. 1 to the CONTRACT DOCUMENTS for the ' Rainier Ave S (SR 167)—S Grady Way to S 2"d St Project ' Federal Aid Number: STPUL-CM0167(048) Transportation Improvement Board (TIB): 9-P-102(011)-1 WA Department of Transportation: HLP-PB07(010),HLP-PB06(011),GCA6756,GCA6689 WA Department of Commerce: UV09-951-097 ' Sound Transit: Agreement CAG 11-027 City Contract: CAG 11-192 ' Date of Issue: December 12, 2011 Date of Bid Opening: December 21, 2011 ATTENTION: All Bidders and Plan Holders ' The Bid Documents for the above-named project are modified as described below. Bidders shall take this Addendum into consideration when preparing and submitting their bids. ' Bidders shall attach this Addendum to their copy of the Contract Documents and shall acknowledge receipt of this Addendum in the 'Proposal-Signature Page' provided and attach it to the Proposal Form. ' Failure to do so will subject the Bidder to disqualification of his/her bid. 1. CONTRACT PROVISIONS(VOLUME 1 OF 4,Attachment A) BID SCHEDULE ' REPLACE the Bid Schedule in its entirety(18 pages)with the attached revised Bid Schedule.The Bid Schedule was revised to reflect the following: ' • Bid Item A22 "Remove or Abandon Storm Sewer Pipe" quantity was revised. • Bid Item A65 "Corrugated Polyethylene Storm Sewer Pipe 12 In. Diam." quantity was revised. ' • Bid Item A75 "Catch Basin Type 1" quantity was revised. • Bid Item A82 "Abandon Existing Drainage Structure" quantity was revised. • Bid Item A84"Connection to Existing Drainage Structure"quantity was revised. City of Renton Addendum No.1 ' Rainier Ave S(SR 167) December 12,2011 South Grady Way to S 2"d St Page 1 of 3 i ' • Bid Item A94"Structure Excavation Cl. B Incl. Haul for Storm Drainage"quantity was revised. • Bid Item A95 "Shoring or Extra Excavation Class B for Storm Drainage"quantity was revised. • Bid Item A96 "Gravel Backfill Inc. Haul" quantity was revised. ' • Bid Item B9 "Shoring or Extra Excavation Class B for Water"quantity was revised. • Bid Item B16 "Class 52 Ductile Iron Pipe for Water Main with Restrained Joint Fittings, 12 In. Diam."quantity was revised. • Bid Item B21 "Connection to Existing Water Main, 12 In."quantity was revised. • Bid Item C11 "Shoring or Extra Excavation Class B,for joint Utility Trench" quantity was revised. 2. CONTRACT PROVISIONS(VOLUME 1 OF 4,Attachment A-1) ' SUBCONTRACTOR LIST REPLACE the existing SUBCONTRACTOR LIST FORM with the attached revised SUBCONTRACTOR LIST FORM, noting the following underlined revision in first paragraph: On bids of one million dollars($1,000,000}or more, each Bidder shall list subcontractors for the following categories of work:heating, ventilating, and air conditioning;plumbing (RCW 18.106);and electrical(RCW 19.28). Do not list more than one subcontractor for each category. If Bidder is to perform such work itself,so state. Failure to submit names of subcontractors, or of Bidder to name itself, will render the bid void. The requirement ' to name the prime contract bidder's proposed HVAC,plumbing and electrical subcontractors applies only to proposed HVAC,plumbing, and electrical subcontractors who will contract directly with the prime contract bidder submitting the bid to the public ' entity. The successful Bidder must have the written permission of the Owner to make any change to this list. Bids that do not include the revised SUBCONTRACTOR LIST FORM,completed per the instructions,will be considered nonresponsive. ' 3. CONTRACT PROVISIONS(VOLUME 2 OF 4,Attachment B) APPENDIX I (ASBESTOS AND LEAD SURVEY—BUILDING 201 S.4T"PLACE) I ' This is a NEW Appendix. INSERT the attached Appendix I (Asbestos and Lead Survey—Building 201 S.4th Place) in its entirety within Volume 2 of the Contract Provisions. 4. PLANS(VOLUME 3 OF 4) REPLACE the plan sheets listed below with the attached revised plan sheets. The plan sheets were revised to reflect the following: City of Renton Addendum No.1 ' Rainier Ave S(SR 167) December 12,2011 South Grady Way to S 2nd St Page 2 of 3 • Right of Way sheets 17 &18–Ownership tables revised. Parcel No. 26 removed from table on sheets. • Site Preparation sheets 74&75–Omit notes regarding demolition of Dry Cleaners Building (Approx. Rainier Ave STA 33+25.00, RT) by City. Building demolition to be completed by contractor. • Drainage sheets 113& 124–Add catch basins No. 603, 604, and associated 12"CPEP storm drain pipe and connect to catch basin No. 602 (installed by others). Add 12" CPEP storm drain pipe between catch basin No. 117 and 114 and connect to catch basin No. 114 (installed by others). • Water sheet 132 – Omit notes regarding the installation of shoring atop bench in typical water trench section detail. Installation of shoring will be per specifications. • Water plan and profile sheets 135 & 149 -Include notes showing approximate location (Rainier Ave. STA 23+75.00, LT) of under drain system including perforated pipe, pea gravel and backfill located approximately 7'below ground surface. • Joint Utility Trench sheets 167 & 183- Include notes showing approximate location (Rainier Ave. STA 23+75.00, LT) of under drain system including perforated pipe, pea gravel and backfill located approximately 7'below ground surface. 1 • Joint Utility Trench sheet 174–Omit notes regarding the installation of shoring atop bench in typical joint utility trench section detail. Installation of shoring will be per specifications. I ' 5. BID OPENING The bid opening date HAS NOT changed. 6. FUTURE ADDENDA Addendum No. 2 will be issued the week of Monday, December 12, 2011 covering Appendix H 1 information and revisions to the Special Provisions. ' CITY F RENTON �`/o6 Hans n P ' Transportation Design Supervisor ' City of Renton Addendum No.1 Rainier Ave S(SR 167) December 12,2011 ' South Grady Way to S 2"d St Page 3 of 3 I ' CITY OF RENTON RENTON, WASHINGTON ' ADDENDUM NO. 2 to the CONTRACT DOCUMENTS for the Rainier Ave S (SR 167)—S Grady Way to S 2nd St Project ' Federal Aid Number: STPUL-CM0167(048) Transportation Improvement Board(TIB): 9-P-102(011)-1 WA Department of Transportation: HLP-PB07(010),HLP-PB06(011),GCA6756,GCA6689 ' WA Department of Commerce: UV09-951-097 Sound Transit: Agreement CAG 11-027 City Contract: CAG 11-192 ' Date of Issue: December 16, 2011 Date of Bid Opening: December 21, 2011 ATTENTION: All Bidders and Planholders The Bid Documents for the above-named project are modified as described below. Bidders shall take ' this Addendum into consideration when preparing and submitting their bids. Bidders shall attach this Addendum to their copy of the Contract Documents and shall acknowledge receipt of this Addendum in the'Proposal-Signature Page'provided and attach it to the Proposal Form. ' Failure to do so will subject the Bidder to disqualification of his/her bid. , 1. CONTRACT PROVISIONS(VOLUME 1 OF 4,Attachment A) ' BID SCHEDULE REPLACE the Bid Schedule in its entirety(18 pages)with the attached revised Bid Schedule. Due ' to the introduction of new bid items in this Addendum,many of the Bid Item Numbers have changed. Using the new Bid Item Numbers,the Bid Schedule was revised to-reflect the following: ' • Bid Item A3 "Industrial Wast e Discharge Di har Permit "w Pe t F ees as added. • Bid Item A8"Utility Potholing"estimated cost was revised. • Bid Item A19"Portable Changeable Message Sign"was added. • Bid Item A28"Remove Private Illumination Pole and Foundation"quantity was revised. • . Bid Item A29"Remove Private Business Sign and Foundation"quantity was revised. City of Renton Addendum No.2 ' Rainier Ave S(SR 167) December 16,2011 South Grady Way to S 2 nd St Page 1 of 12 ' • Bid Item A30"Remove Bollard" quantity was revised • Bid Item A31"Sawcutting"quantity was revised. • Bid Item A33"Roadway Excavation Incl. Haul"quantity was revised. • Bid Item A43"Crushed Surfacing Base Course"quantity was revised. • Bid Item A44"H MA Class%:" PG 70-22"quantity was revised. • Bid Item A51"Commercial HMA" quantity was revised. ' • Bid Item A148"Cement Conc.Traffic Curb"quantity was revised. • Bid Item A149"Cement Conc. Extruded Curb,Type 6"quantity was revised. • Bid Item A151"Cement Conc. Integral Curb"quantity was revised. • Bid Item A164"Cement Conc.Curb Ramp Type Parallel A" quantity was revised. ' • Bid Item A188"Plastic Crosswalk Line" quantity was revised. • Bid Item B3"Utility Potholing"was added. • Bid Item C3 "Utility Potholing"was added. 2. CONTRACT PROVISIONS(VOLUME-1 OF 4) ' SPECIAL PROVISIONS A. Section 1-07.6 Permits and Licenses ' L DELETE the Industrial Waste Discharge Permit subsection on page SP-31 and REPLACE with the following: ' Industrial Waste Discharge Permit The Contractor shall complete application and obtain an Industrial ' Waste Discharge Permit from King County to allow discharge of contaminated groundwater and/or temporary construction dewatering to the sanitary sewer. Information regarding permitting for temporary construction dewatering can be found at the following link: ' http://www.kingcounty.gov/environment/wastewater/IndustrialWaste/ GettineDischareeApproval/Construction.aspx ' Information regarding permitting for contaminated groundwater can be found at the following link: ' http://www.kinecounty.eov/environment/wastewater/IndustrialWaste/ GettineDischareeApproval/Groundwater.asox ' The Contractor shall coordinate with King County and the City of Renton to provide the necessary information to obtain the discharge,permit. The City of Renton contact is Dave Christensen(425.430.7212). The City City of Renton Addendum No.2 Rainier Ave S(SR 167) December 16,2011 South Grady Way to 5 2"d St Page 2 of 12 ' of Renton requires that discharge to sanitary sewer be metered to determine appropriate fees. ' Fees payable to the City of Renton and/or King County to obtain the permit and for discharge of dewatering and/or contaminated groundwater to the sanitary sewer will be reimbursed at actual cost under the lump sum item'Industrial Waste Discharge Permit Fees'. Any labor, materials,or equipment necessary to prepare the necessary application to obtain the permit and coordinate necessary inspections, ' testing,reporting,and approval shall be included in the lump sum price bid for'Dewatering'as described in Section 7-08 and shall not be reimbursable under the item 'Industrial Waste Discharge Permit Fees'. Payment for required storage,testing,and reporting associated with the contaminated groundwater discharge activities will be by the force account item for'Contaminated Groundwater Treatment'as described in Section 2-05. For the purpose of providing a common proposal,and for that purpose only,the Contracting Agency has estimated the cost of permit fees and has arbitrarily entered that amount in the bid proposal to become part ' of the total bid by the Contractor. ii. ADD the following new subsection: Electrical Permit ' The Contractor will be responsible for coordinating,obtaining,and paying for all permits, including electrical service applications, necessary I ' to complete this work in a timely fashion. All required electrical permits shall be obtained before beginning trench excavation. See Appendix 1 for Electrical Permit Application. B. Section 1-07.18(6)Relations with Railroad ' i. REVISE the notification period in the 2nd sentence of the 3rd paragraph on page SP 69 to read: 'The Contractor shall notify the Railroad Company a minimum of***$$ FeWF(4)Weeks 30 Calendar Days$$*** in advance...' ii. REVISE the contact telephone number for Megan McIntyre in the Sth paragraph ' on page SP 69 to read: '425 206.625.6413' City of Renton Addendum No.2 1 Rainier Ave S(SR 167) December 16,2011 South Grady Way to 5 2"d St Page 3 of 12 iii. REVISE the aggregate insurance coverage amount in the 1�`sentence of the 1s paragraph of the Limits of Liability subsection on page SP 71 to read: '...in any one occurrence and$2,000,000$10,000,000 aggregate...' ' C. Section 1-07.23(l)Construction Under Traffic ' i. DELETE the subsection Special Conditions on page SP 75 and REPLACE with the following: Special Conditions The following special conditions for traffic lane closures on Rainier Ave S supersede any and all other conditions that may be described in other sections of these specifications. 1. Refer to the Construction Channelization Plans for the minimum number of traffic lanes required to remain open for public use (defined as the traveled way),for each phase of work,during the hours of 5:00 AM to 8:00 PM,Monday through Sunday except as noted below. a. Limited duration closures of one additional traffic lane on Rainier Ave S may be permitted on non-consecutive days between the hours of 5:00 AM and 8:00 PM, Monday through Sunday, upon request to and approval by the Engineer. 2. The minimum number of traffic lanes required to remain open for public use during the hours of 8:00 PM and 5:00 AM, Monday through Sunday,is three(one northbound,one southbound,one center turn lane)excepted as noted below. a. Between the intersection of Rainier Ave Sand S Grady Way and the southern project limits: i. All traffic lanes must remain open between the hours of 5:00 AM and 9:00 PM,Monday through Sunday. ii. A single lane closure in each direction(one ' northbound,one southbound)is permitted between the hours of 9:00 PM and 5:00 AM,Sunday night through Thursday morning, upon request to ' and approval by the Engineer. iii. Two lane closures(two northbound,two southbound)are only permitted between the hours ' of 10:00 PM and 4:00 AM,Sunday night through City of Renton Addendum No.2 Rainier Ave S(SR 167) December 16,2011 South Grady Way to 5 2nd St Page 4 of 12 1 Thursday morning, upon request to and approval by the Engineer. b. At the intersection of Rainier Ave S and S Grady Way: i. The Contractor may block all traffic for a maximum duration of fifteen(15)minutes,between the hours . of 10:00 PM and 4:00 AM,Sunday night through Thursday morning,to erect the mast arm assembly at each leg of the intersection,upon request to and approval by the Engineer.The fifteen(15)minute blockages shall be separated by an interval long enough to allow delayed vehicles to clear the 1 intersection. Refer to special provision 1-10.1 for use of off-duty uniformed police officers. c. Limited duration closures of additional traffic lanes or all traffic lanes on Rainier Ave S may be permitted on non- consecutive nights between the hours of 8:00 PM and 5:00 1 AM, Monday through Sunday,upon request to and approval by the Engineer. d. The Contractor may block all traffic for a maximum duration of fifteen(15)minutes, between the hours of 8:00 PM and 5:00 AM, Monday through Sunday,to erect the mast arm assemblies for all intersections(except Rainier Ave S and S Grady Way intersection), upon request to and approval by the Engineer. Refer to special provision 1-10.1 for use of off- duty uniformed police officers. ii. DELETE the last sentence under the 1st bullet item in subsection Additional Requirements on page SP 76. ' D. Section 1-10 TEMPORARY TRAFFIC CONTROL i. DELETE section 1-10.1 General on pages SP 86 and SP 87 and REPLACE with the following: 1-10.1 General ' Section 1-10.1 is supplemented b h I pp y the following: As stated in the last paragraph of Section 1-10.1(2),the,responsibility for all traffic control shall remain with the Contractor. Off-duty City of Renton Addendum No.2 Rainier Ave S(SR 167) December 16,2011 South Grady Way to S 2"d St Page 5 of 12 I 1 uniformed law enforcement personnel shall be utilized to perform the following traffic control tasks: 1. Traffic control at signalized intersections when performance of any work within a signalized intersection or within 300 feet of a signalized intersection requires a full closure of Rainier Avenue S or cross streets. 2. Traffic Control for any intersection with a signal that is in flash mode. 3. Additional traffic control,when required by the Engineer. SSee Special Provision Section 1-103(1)for a description of the process to request and requirements for requesting the use of an off-duty uniformed police officer from the City of Renton. The off-duty uniformed police officer shall be in addition to all other personnel required for flagging. This work shall also consist of furnishing and installing the following: ' Business Access Construction Signs The Contractor shall provide "Business Access Signs"during Construction for the project at the locations shown on the Plans. The 1 Business Open During Construction signs shall be constructed per the detail in the Plans. The Contractor shall return the signs in good condition to a site designated by the Engineer. ' Construction Identification Signs The Contractor shall manufacture two(2)signs for the project with City of Renton and the funding sources identified along with the project name.The Contractor shall submit a sample in the form of an 11"x17" drawing to the Contracting Agency for approval prior to fabrication. Project Signs shall be considered Construction Signs Class A. The signs shall be erected on 4x4 wooden posts and maintained by the Contractor in a neat and presentable condition throughout the life of the project. ii. DELETE the 3`d paragraph on page SP 88 in section 1-10.2(2)Traffic Control Plans and REPLACE with the following: In developing the Traffic Control Plans,the Contractor shall reference the requirements of 1-07.23(1). 1-08.0(2), 1-10.2(2)and 8-20 herein. City of Renton Addendum No.2 ' Rainier Ave S(SR 167) December 16,2011 South Grady Way to S 2nd St Page 6 of 12 y iii. DELETE subsection Traffic Blockage for Mast Arm Erection on page SP 88 in section 1-10.2(2)Traffic Control Plans and REPLACE with the following: Traffic Blockage for Mast Arm Erection t Refer to Special Provision 1-07.23(1),Special Conditions,for requirements. ' iv. DELETE subsection Signal Turn on on page SP 89 in section 1-10.2(2)Traffic Control Plans and REPLACE with the following: ' Signal Turn on Signal turn-on for new or rebuilt control equipment will be permitted Monday through Friday 9:00am to 2:00pm. ' v. REVISE the in sentence of the 3`d paragraph of section 1-10.3(1)Traffic Control Labor on page SP 89 to read: 'The Contractor shall request uniformed off-duty police officers from the City of Renton Police Department(425 -7-688 Primary Contact: Sue Liska at 425.430.7646 or Secondary Contact:Melissa Day at 425.430.75071.' vi. DELETE section 1-10.3(3)C Traffic Control Devices on page SP 90. vii. ADD the following to the list of bid items in section 1-10.5(2)Item Bids with Lump Sum for Incidentals on page SP 91: ' "Portable Changeable Message Sign", per hour E. Section 2-02 REMOVAL OF STRUCTURE AND OBSTRUCTION I i. ADD the following to Section 2-02.3 Construction Requirements: Asbestos Handling And Disposal (September 30,1996 WSDOT GSP) Prior to and during,the performance of any contract work,the -Contractor shall verify that no asbestos containing materials are involved or will be disturbed. When asbestos is encountered,the Contractor shall be responsible for obtaining all permits from,and provide notification to,the Washington State Department of Labor and Industries,the U.S. EPA,the local air pollution control agency,and other permitting and regulatory agencies with jurisdiction over the work involving asbestos as the law requires. City of Renton Addendum No.2 1 Rainier Ave S(SR 167) December 16,2011 South Grady Way to S 2nd St Page 7 of 12 I Prior to commencing asbestos related work,the Contractor shall provide the Engineer with written verification of approvals and notifications that have been given and/or obtained from the required jurisdictional agencies,and the Contractor's schedule for all work involving asbestos removal. The schedule shall include the sequencing and scheduling of asbestos related work,and coordination with ' subcontractors. The Contractor shall notify the Engineer when all approvals have been received and notifications have been made, as required by the agencies involved. The Contractor shall ensure the safety of all workers,visitors to the site, and the general public in accordance with all applicable laws,rules,and regulations. The Contractor shall designate a Washington State Certified Asbestos Supervisor(CAS)to personally supervise the asbestos removal and to ensure that the handling and removal of asbestos is accomplished by certified asbestos workers,pursuant to Washington State Department of Labor and Industries standards. The Contractor shall ensure that the ' removal and disposal of asbestos meets the requirements of EPA regulations 40 CFR Part 61,local health department regulations,and all other applicable regulations. ii. ADD the following new subsection: 2-02.3(11) Building Demolition Section 2-02.3(11) is an added new section: As part of this project,the existing building at 201 S.4th Place,shall be demolished and the site restored as shown on the Plans. The Contractor is alerted to the presence of lead paint and asbestos containing materials in the structure. See Appendix I for the Asbestos ' and Lead Survey on the structure. Payment Building Demolition shall be shall not be measured for payment, but shall be included in the lump sum contract price for'Removal of Structure and Obstruction'included in Schedule A of the Bid Proposal. The limits shall be all work indicated for removal and restoration on the Site Preparation Plans including all lead and asbestos removal(See Sections 1-07.1 and 2-02.3). This shall include the removal,hauling and disposal of all portions of the structure down to the building slab; sawcutting,removal,haul,and disposal of the portion of.the building City of Renton Addendum No.2 Rainier Ave S(SR 167) December 16,2011 South Grady Way to S 2nd St Page 8 of 12 slab that is in conflict with other proposed project features;furnishing all necessary materials,equipment,and labor;and grading for the disturbed portions of the site to provide a clean,uniform surface. F. ADD the following new subsection to section 6-11 REINFORCED CONCRETE WALLS' 6-11.3(7)Steel Casing Section 6-11.3(7)is an added new section: Steel casing pipes for water and/or joint trench ducts beneath wall 4 shall be provided at the locations and per the details shown in the Plans. ' Payment Steel casing pipes shown on the plans shall be included in the contract I ' unit price for'Conc.Class 4000 for Retaining Wall'and no additional payment will be made. Work shall include all necessary excavation, backfill,casing pipe,casing spacers,end seals and other work necessary Ito provide a complete installation. G. ADD the following new subsection to section 6-13 STRUCTURAL EARTH WALLS 6-13.3(10)Steel Casing Section 6-13.3(10) is an added new section: Steel casing pipe for water line beneath wall 2 shall be provided at the . location and per the detail shown in the Plans. The casing shall extend 4.5'beyond the back of the reinforcement zone. Payment Steel casing pipes shown on the plans shall be included in the contract unit price for'Structural Earth Wall'and no additional payment will be ' made. Work shall include all necessary excavation, backfill;casing pipe, casing spacers,end seals and other work necessary to provide a complete installation. ' H. Section 8-20.1(3)Restrictions on the Schedule of Work i. DELETE subsection Work in Roadway on page SP 196 and REPLACE with the following: Work in Roadway City of Renton Addendum No.2 ' Rainier Ave S(SR 167) December 16,2611 South Grady Way to S 2nd St Page 9 of 12 All work in the roadway is subject to the traffic control requirements specified in Special Provision sections 1-07.23(1)and 1-10.1. ii. DELETE subsection Traffic Control During Construction on pages SP 196 and SP 197 and REPLACE with the following: Traffic Control During Construction The Contractor shall include in the submitted traffic control plan, detailed plan during roadway trenching,erection of mast arms, installation of induction loops,and other activities requiring lane closures or detours. See special provision sections 1-07.23(1)and 1- 10.1 for traffic control requirements. I. DELETE section 9-03.9 Crushed Surfacing on page SP 263 of the Special Provisions. J. ADD the following section: 9-03.21 Recycled Material Section 9-03.21 is supplemented with the following: Use of recycled concrete material meeting the requirements of crushed surfacing base course will not be permitted for the following uses: 1) Gravel Backfill for Drains; 2) Reservoir Course; 3) Exposed finished surface treatment; 4) Pipe zone bedding material; 5) Trench backfill or borrow for excavated areas between STA 29+50 and STA 33+50. All material must meet WSDOT material specifications and can be compacted to the specified requirements. The City reserves the right to reject the material if pumping occurs during compaction or future lab tests indicated the gradation of the material changed subsequently from WSDOT specifications. K. Section 9-29.13(7) Traffic-Actuated Controllers ' L REVISE the NEMA Traffic Signal Controller Firmware subsection on page SP 276 as follows: NEMA Traffic Signal Controller Firmware: The controller shall have Siemens Eagle SE-PAC firmware Version 4.0 NTCIP. City of Renton Addendum No.2 Rainier Ave S(SR 167) December 16,2011 South Grady Way to 5 2nd St Page 10 of 12 . Q F;e (1) l inesse of Seirnens Ar`C_1 ite Adapti..e shall he l..ded and shall be eempati-ble...ith-Siernr:ns NIT-r-112 In-cal rentrn"Ar.raft wire n A Qx and CiArrnAns TACTICS r'entr-1 System feftwaFe the a ration i setup and m me a of the AGS Lite system. . 3. CONTRACT PROVISIONS(VOLUME 2 OF 4) APPENDIX E(SOILS INVESTIGATION) fThis appendix has been reissued to BXWA with a signed and stamped cover. The content of the report has remained unchanged. tAPPENDIX J (ELECTRICAL PERMIT APPLICATION) This is a NEW Appendix. INSERT the attached Appendix J(Electrical Permit Application)in its ' entirety within Volume 2 of the Contract Provisions. 4. PLANS(VOLUME 3 OF 4) REPLACE the plan sheets listed below with the attached revised plan sheets. The plan sheets were revised to reflect the following: • Right of Way sheets 10& 11-Parcel No.37 temporary construction easement area revised. • Details sheet 24-Integral curb location table revised. ' • Wall 1 Sheet 28-Revised Wall 1 Alignment Detail • Wall Plan and Profile sheet 30-Revised Wall 3 alignment detail. • Construction Channelization plan sheet 39-Revised parcel 37 work zone limits. • Site Preparation sheet 69-Omit note 23 regarding the business sign post and foundation to be removed by others. NEW note 22 added referencing that the business sign and foundation will be removed by the contractor. • Site Preparation sheet 71-Added NEW note 15 referencing a tree removal and added note 16 to preserve business sign. • Site Preparation sheet 72-Removal limits of Parcel#37 have changed. • Site Preparation sheet 73 - Removal limits of Parcel #37 have changed and replaced construction note 22 with 16. • Site Preparation sheet 76-Omit note 22 regarding the removal of private business sign. • Site Preparation sheet 78-Added additional callouts to the plan sheet. ' • Site Preparation sheet 79 - Omit notes regarding demolition of curb ramp located at Sta. 52+00 RT. • Alignment Plan sheet 84 & 85 - Revised frontage improvements along.the Arby's/ Brown. Bear parcel (Parcel#37). • Alignment Plan sheet 89-Revised Utility Casting Boxout Detail. City of Renton Addendum No.2 Rainier Ave S(SR 167) December 16,2011 South Grady Way to S 2"d St Page 11 of 12. . • Alignment Plan sheet 91—Omit notes regarding the installation of the curb ramp located at Sta.52+00 RT. Added a NEW Construction Note 4 to the plan sheet. • Property Restoration Plans sheet 198 & 199 - Revised frontage improvements along the Arby's/Brown Bear parcel(Parcel#37). Point Layout Table BOW 9 revised on sheet 198. • Property Restoration Plans sheet 205—Delete curb ramp located at Sta.52+00 RT. • Driveway Plans&Profile sheet 209—Driveway 9 profile deleted. Driveway connection to be completed by property owner. ` • Driveway Schedule&Details sheet 216—Driveway schedule revised. • Channelization&Signing Plan sheets 221,224—Sign schedule revised. • Channelization & Signing Plan sheets 227—Thermoplastic crosswalk line removed with the Deletion of the curb ramp. • Illumination and Interconnect Plan sheets 228—237—Revised J-Box location on sheet 228. On all sheets(228-237)omit construction Note 6 and added General Note 9. • Illumination Details Sheet 239 — Regarding to the Decorative Roadway / Pedestrian Luminaires and Pole Detail,note referring to luminaire wattage has been revised. • Illumination Details sheet 239—Omit notes on detail titled 'Decorative Roadway/Pedestrian ' Luminaires and Pole' that describe luminaire wattages. Luminaire wattages shall be per luminaire schedule or a determined equivalent which meets specification. • Signalization Plan sheets 242, 246, 250, 254 — NO design changes were made to these sheets. These sheets have been reissued due to some features becoming illegible through scanning process to BXWA. • Signalization Notes sheet 258—Updated Construction Note 19. • Irrigation Plan sheet 285 & 286 - Irrigation design revised along the Arby's / Brown Bear parcel (Parcel#37). • Landscape Plan sheet 297 — Landscaping revised along the Arby's / Brown Bear parcel (Parcel#37). ' S. BID OPENING The bid opening date HAS NOT changed. 6. FUTURE ADDENDA - Addendum No. 3 will be issued on December 19 to include Appendix H information on Property Owner Commitments. CITY OF RENTON lo 'k ' Derek Akesson, P.E. Transportation Project Manager I City,of Renton Addendum No.2 Rainier Ave S(SR 167) December 16,2011 South Grady Way to S 2"d St Page 12 of 12 ' CITY OF RENTON RENTON, WASHINGTON ' ADDENDUM NO. 3 - to the CONTRACT DOCUMENTS for the ' Rainier Ave S (SR 167)—S Grady-Way to S 2"d St Project ' Federal Aid Number: STPUL-CM0167(048) Transportation Improvement Board (TIB): 9-P-102(011)-1 WA Department of Transportation: HLP-PB07(010),HLP-PB06(011),GCA6756,GCA6689 L ' WA Department of Commerce: UV09-951-097 Sound Transit: Agreement CAG 11-027 City Contract: CAG 11-192 Date of Issue: December 19, 2011 Date of Bid Opening: December 21, 2011 ' ATTENTION: All Bidders and Planholders The Bid Documents for the above-named project are modified as described below. Bidders shall take ' this Addendum into consideration when preparing and submitting their bids. Bidders shall attach this Addendum to their copy of the Contract Documents and shall acknowledge t receipt of this Addendum in the'Proposal-Signature Page' provided and attach it to the Proposal Form. Failure to do so will subject the Bidder to disqualification of his/her bid. ' 1. CONTRACT PROVISIONS(VOLUME 1 OF 4) SPECIAL PROVISIONS DELETE the 1'`paragraph on page SP 171(Section 7-15.3 Construction Requirements). 2. CONTRACT PROVISIONS(VOLUME 2 OF 4) APPENDIX H (PROPERTY OWNER COMMITMENTS) REPLACE the attached Appendix H (Property Owner Commitments)in its entirety within Volume ' 2 of the Contract Provisions. City of Renton Addendum No.3 ' Rainier Ave S(SR 167) December 19,2011 South Grady Way to,S 2 O St Page 1 of 2 ' 3. PLANS(VOLUME 3 OF 4) REPLACE the plan sheets listed below with the attached revised plan sheets. The plan sheets ' were revised to reflect the following: Illumination and Interconnect related sheets 228-239 — NO design changes were made to ' these sheets. These sheets have been reissued due to some features becoming illegible through scanning process to BXWA. • Signalization related sheets 228-239 — NO design changes were made to these sheets. ' These sheets have been reissued due to some features becoming illegible through scanning process to BXWA. • Island and Median.Details sheet 194 — Pedestrian island details revised to exclude sawcut ' line through final overlay. 4. BID OPENING ' The bid opening date HAS NOT changed. 5. FUTURE ADDENDA ' No future addenda are anticipated. CITY OF RENTON 0 /I I a 2 ' Derek Akesson, P.E. Transportation Project Manager City of Renton Addendum No.3 Rainier Ave S(SR 167) December 19,2011 South Grady Way to 5 2"d St Page 2 of 2 ) a City of Renton -' Contract Provisions for y Rainier Avenue S(SR 167)-S Grady Way to S 2nd St Project I. CALL FORBIDS 1~ 1 Y' qtyy J 't i r 1 1. 1_ CITY OF RENTON CAG-11-192 Rainier Avenue S(SR 167)-S Grady Way to S 2nd St Federal Aid Number:STPUL-CM0167(048) CALL FOR BIDS Sealed bids will be received by the City of Renton,at the City Clerk's Office, located on the 7th floor of Renton City i Hall until 2:00 PM on Wednesday. December 21, 2011. The Subcontractor List and the written confirmation forms signed by the DBE subcontractors listed on the DBE Utilization Certification form will be received until 3:00 gm that same date,at which time the bid packages will be opened and publicly read in the Conferencing Center,room#726, located on the 7th floor of Renton City Hall. Renton City Hall is located at 1055 South Grady Way, Renton, WA 98057. A pre-bid conference will be held in the Conferencing Center, room #726, located on the 70 floor of Renton City Hall on Wednesday,November 30,2011 at 10:00 AM. All potential bidders are strongly encouraged to attend. Approved plans,specifications,addenda,and plan holders list for this project are available on-line through Builders Exchange of Washington, Inc. at htt www.bxwa.com. Click on bxwo.com• Posted Projects-Public g � — p// 1 Works; City of Renton; Projects Bidding. (Note: Bidders are encouraged to Register as a Bidder, in order to receive automatic email notification of future addenda and to be placed on the Bidders List). Contact Builders Exchange of Washington at 425-258-1303 should you require further assistance. All bid proposals shall be accompanied by a bid proposal deposit (certified check or surety bond) in an amount equal to five percent (5%)of the amount of such bid proposal.Should the successful bidder fail to enter into such contract and furnish satisfactory performance bond within the time stated in the specifications,the bid proposal ! deposit shall be forfeited to the City of Renton. The City reserves the right to reject any and all bids or waive any and/or all informalities. The following is applicable to federal aid projects: The City of Renton in accordance with Title VI of the Civil Rights Act of 1964,78 Stat. 252, 42 U.S.C. 2000d to 2000d-4 and Trtie 49, Code of Federal Regulations, Department of Transportation, subtitle A, Office of the Secretary, Part 21,nondiscrimination in federally assisted programs of the Department of Transportation issued pursuant to such Act,hereby notifies all bidders that it will affirmatively insure that in any contract entered into pursuant to this advertisement, disadvantaged business enterprises will be afforded full opportunity to submit bids in response to this invitation and will not be discriminated against on the grounds of race,color,or national origin in consideration for an award. The improvement for which bids will be received is described below: Construct the Rainier Ave S(SR 167)—S Grady Way to S 2nd St Project.The project consists of the construction of approximately 4,000 linear feet of roadway and utility improvements. The work includes but is not limited to: clearing and grubbing, excavation, removal of pavements and utilities, paving with asphalt and cement concrete pavement, removal of contaminated groundwater and soils, constructing curbs and sidewalks, retaining walls, storm sewer and water main pipes and structures, traffic signal and illumination systems, landscaping and irrigation, urban design features, installation of franchise utility-provided conduit and structures, and all oth r work necessary to complete the Work as specified and shown in the Contract Provisions. Jason .Seth,Deputy City Clerk Published: Daily Journal of Commerce: November 16,2011;November 23,2011;November 30,2011 Rainier Avenue S(SR 167)S Grady Way to S 2nd St Call for Bids November 2011 L i i ' City of Renton Contract Provisions for Rainier Avenue S(SR 167)-S Grady Way to S 2nd St Project 11. INFORMATION AND CHECKLIST FOR BIDDERS '.1 ki 1 Up �r t INFORMATION AND CHECKLIST FOR BIDDERS The following supplements the information in the Call for Bids: 1. Special Project Information. The Contract Documents,including Standard Specifications,and all applicable laws and regulations apply to this project. The following items particular to this project are repeated here for emphasis. a. Pre-Bid Conference. A pre-bid conference will be held in the Conferencing Center,room#726, located on the 7t'floor of Renton City Hall on Wednesday,November 30,2011 at 10:00 AM. All potential bidders are strongly encouraged to attend.This will be your only opportunity to ask direct questions related to the project. Information from the pre-bid conference will not be made available to bidders who do not attend. The Engineer will transmit to all prospective Bidders of record such addenda as Engineer considers necessary in response to questions arising at the conference. Oral statements may not be relied upon and will not be binding or legally effective. b. Prevailing Wages. This project has federal funding. Therefore,both State and Davis-Bacon Prevailing Wages must be paid on this project. For each work classification,the higher of the two rates will apply. The Prevailing Wages in effect at time of Advertisement are provided in Appendix A. It is the Bidder's responsibility to obtain wage information for any work classifications that are not included. Certified payrolls will be required on a weekly basis from the Contractor,subcontractors of all tiers,and certain material manufacturers and deliverers,depending on the regulations. c. Traffic Control and Hours of Work. This project is in a busy,congested area. Traffic Control and the safety of the travelling public will be paramount.The Contractor will be required to keep 5 lanes open to traffic during the day. Night work may be required to meet the construction schedule;at night additional lane closures will be permitted. d. There is contaminated soil and groundwater on the project site. e. Utilities. The entire underground utility system must remain in service until the new system is in place and energized; effective coordinating&scheduling with the affected utilities will be crucial. f. NPDES Permit. The Contractor must secure the NPDES permit,rather than the City acquiring and transferring it.The Contractor shall be considered the operator of the construction site as described in the permit,and shall file the Notice of Intent as required in the permit,60 days prior to discharging stormwater from the project. See Special Provision Section 1-07.6 and 8- 01 for details,and Appendix G for the NPDES permit conditions. 2. Any omissions,discrepancies or need for interpretation must be brought in writing to the attention of the Project Engineer. Written addenda to clarify questions that arise may then be issued. No oral statements by Owner, Engineer,or any other representative of the Owner shall, in any way,modify the Contract Documents,whether made before or after letting the contract. 3. If a bidder has any questions regarding the project,the bidder may either: • submit questions in writing to Renton City Hall—Transportation Systems, 1055 S Grady Way, Renton,WA 98057,Attn: Derek Akesson,or • Submit questions via e-mail: mailto: DAkesson@Rentonwa.gov. Put"Rainier"in the subject line No other type of inquiry will be accepted. Rainier Avenue S(SR 167)-S Grady Way to S 2nd St Instructions to Bidders November 2011 4. All bids must be self-explanatory. Partial bids will not be accepted. No opportunity will be offered for oral explanation except as the City may request further information on particular points. The bidder shall, upon request,furnish information to the City as to his financial and practical ability to satisfactorily perform the work. S. The construction contract will be awarded by the City of Renton to the lowest responsible, responsive bidder.The total price of all schedules combined will be used to determine the low bidder. The owner reserves the right to award any or all schedules of the Bid to meet the needs of the City. 6. Payment for this work will be made in cash warrants. 7. Data from soils investigations is included as Appendix E,provided for informational purposes only. It is the bidders'responsibility to familiarize themselves adequately with the project site and existing subsurface condition as needed to prepare their bid. 8. The Contractor and all subcontractors of all tiers must be in possession of a current City of Renton business license while conducting work for the City. 9. Bidding Checklist Each bid must be submitted in a sealed envelope bearing on the outside the name and address of the Bidder,and the name and number of the project for which the bid is submitted. It is the responsibility of each bidder to ascertain if all the documents listed below and in the Table of Contents are included in their copy of the Contract Provisions. If documents are missing,it is the sole responsibility of the Bidder to contact the City of Renton to obtain the missing documents prior to the time bids are due. a. Proposal—Bidders must bid on all items and all Schedules contained in the Proposal. If any unit price is left blank,it will be considered no charge for that bid item,regardless of what°has been placed in the-extension column. b. Non-Collusion Declaration c. Certification for Federal-Aid Contracts d. Disadvantaged Business Enterprise Utilization Certification e. Local Agency DBE Written Confirmation—in accordance with the Amendments to the Standard Specifications,Section 1-02.6,"For each and every DBE firm listed on the Bidder's completed DBE Utilization Certification,the Bidder shall submit written confirmation from that DBE firm that the DBE is in agreement with the DBE participation commitment that the Bidder has made in the Bidders completed DBE Utilization Certification. WSDOT Form 422- 031 EF(DBE Written Confirmation Document)is available for this purpose." These written confirmations may be submitted with your bid,in the same envelope,or may be submitted in a separate envelope labeled as such,up to one(1)hour after the time bids are due—until, 3:00 pm. f. Proposed Subcontractors—The Proposed Subcontractors List may be submitted with your . bid,in the same envelope,or may be submitted in a separate envelope labeled as such,up to one(1)hour after the time bids are due—until 3:00 pm. g. Bid Security/Bid Bond—The bid security accompanying the Proposal must in an amount not less than 5%of the total amount bid,including sales tax,if applicable,and maybe in the form of Rainier Avenue S(SR 167)-S Grady Way to S 2nd St Instructions to Bidders November 2011 a Bid Bond using the form included in these Contract Provisions,a certified or cashier's check made payable without reservation to the Director of Finance of the City of Renton. Surety must be authorized to do business in the State of Washington,and must be on the current Authorized Insurance List in the State of Washington per Section 1-02.7 of the Standard Specifications. The bond form included in these Contract Provisions MUST be used;no substitute will be accepted. If an attorney-in-fact signs bond,a certified and effectively dated copy of their Power of Attorney must accompany the bond. 10. Contract Checklist The following forms are to be executed by the successful Bidder after the Contract is awarded. a. Agreement—Two copies to be executed by the successful Bidder. b. Contract Bond—Two copies to be executed by the successful Bidder and its surety company. This bond covers successful completion of all work and payment of all laborers, subcontractors,suppliers,etc. The bond form included in these Bid Documents MUST be used;no substitute will be accepted. If an Attorney-in-fact signs bond,a certified and effectively dated copy of their Power of Attorney must accompany the bond. c. Certificates of Insurance—To be executed by an insurance company acceptable to the Owner, on ACORD Forms. Required coverages are listed in Section 1-07.18 of the Special Provisions. The Owner,KPG,Inc.;and KBA,Inc.shall be named as"Additional Insureds"on the insurance policies. d. Bids&Quotes List—Names and addresses of all firms(contractors as well as suppliers)that submitted a bid or quote,successful or not to the Bidder as part of bidding the contract. The submittal shall note which of those firms are DBE firms and which firms were successful and will participate in the contract. The above bid and contract documents must be executed by the Contractor's President or Vice- President if a corporation, or by a partner if a partnership. In the event another person has been duly authorized to execute contracts, a copy of the resolution or other minutes establishing this authority must be attached to the Proposal and Agreement documents. Rainier Avenue 5(511 167)-S Grady Way to S 2nd St Instructions to Bidders November 2011 CITY OF RENTON SUMMARY OF FAIR PRACTICES POLICY ADOPTED BY RESOLUTION NO. 4085 It is the policy of the City of Renton to promote and provide equal treatment and service to all citizens and to ensure equal employment opportunity to all persons without regard to their race;religion/creed;national origin;ancestry;sex;age over 40;sexual orientation or gender identity;pregnancy;HIV/AIDS and Hepatitis C status;use of a guide dog/service animal; marital status; parental/family status; military status;or veteran's status, or the presence of a physical, sensory, or mental disability, when the City of Renton can reasonably accommodate the disability, of employees and applicants for employment and fair, non-discriminatory treatment to all citizens. All departments of the City of Renton shall adhere to the following guidelines: (1) EMPLOYMENT PRACTICES-The City of Renton will ensure all employment related activities included recruitment, selection, promotion, demotion, training, retention and separation are conducted in a manner which is based on job-related criteria which does not discriminate against women, minorities and other protected classes. Human resources decisions will be In' accordance with individual performance, staffing requirements, governing civil service rules,and labor contract agreements. (2) COOPERATION WITH HUMAN RIGHTS ORGANIZATIONS - The City of Renton will cooperate fully with all organizations and commissions organized to promote fair practices and equal opportunity in employment. (3) CONTRACTORS' OBLIGATIONS- Contractors,sub-contractors,consultants and suppliers conducting business with the City of Renton shall affirm and subscribe to the Fair Practices and Non-discrimination policies set forth by the law and by City policy. Copies of this polity shall be distributed to all City employees, shall appear in all operational documentation of the City, including bid calls, and shall be prominently displayed in appropriate city facilities. CONCURRED IN by the City Council of the City of Renton, Washington, this 7th day of March ,2011 . CITY RENTON RENTON CITY COUNCIL �j Denis Law,Mayor &Uncil Prdsident Attest: , } Bonnie I.Walton,City Clerk y �� 7 a' t1L riisy�ze�7W Rainier Avenue S(SR 167)-S Grady Way to S 2nd St Summary of Fair Practices Policy November 2011. QTY OF RBNTON Si99lelilRYOFA MRICANSW1MDSRB11IMAQ'P0LICY ADOPTEDBYRESOLEMOVNO.A The polity of the City of Redon is W promote and afocd equal treatment sold sorvice to all ddzm sold to atauo ampbymemt oppa Mnity to parsons vd& disabilitiOS, when the City of Rmoon can reasambly accommodate the disability. This policy shall be based an the pdOCIP1 a at equal amplMlout oppoctcmity, the Amaciaos With Disabilities Act aold other applicable guidelmes as set hdh m Sedes<al,state and local laws. All deparmsemts of the City of Renton shall adhere to the Mkwmg widelim (1) EMPL.OYMENT PRAMCES - All activities rdatiog to amploymeat such as recxuimta UD selectm promotion,temunaban amd tcammg shall be cooduded is a non- di :y mater. Pecsooael decisions will be based an iodividud pa£ocmance, ataffog requinomman,and in aooadaoloe with the A odeall s With Disabilities Act sold other applicable laws and regulation:. (2) COOPERATION WITH HUMAN RIGHTS ORGANIZATION4 The City of Renton will coopers me folly with all a mommtioas and commiasiam orgooixod to promote fair practices sold equal opporhmity for I, i m m a with disabiftes in employment and receipt of City services,activities aold programs. (3) AMERICANS WITH DISABQd au ACT POLICY-The City of Renton Am dcwos With Disabilities Act Policy will be msimaim d,to Mlitse equitable ration withca the City wash force and to assure equal empioymeat opparnmity and oguai acacia to City services,activities alad programs to all people with . It shall be the respocm'brlity and the duty of all City owls sold emrployoes to carry out the and as set forth in this Pd g policy ' (4) CONTRACTORS OBLIGATION Caotcadas, snbcomtesctors, aooariraot: and SWUM coodcrdimg busioless with the City of Remmon shall abide by the ropboakwo of the Americans With Disabilities Ad and promote a000ss to services, activities and ' program fi w people with disabilities. Copies of this policy shall be diatrrbuted to all City employees,shall appear in all opwatioual documentation of the City, including bid calls,aold-shall be poomimmdy displayed in approprisme City f cilkies. CONCURRED DV by dw City Cxmdl of do City of Reltm WhAbligmm dis 4th day of October 1993. 7 RENMN RENTON CITY COUNCIL: Mayor A Pteaidmt Attest: . City Cleric Rainier Avenue S(SR 167)-S Grady Way to S 2nd St Summary of American Disabilities Act Policy November 2011 City of Renton Contract Provisions for Rainier Avenue S(SR 167)-S Grady Way to S 2nd St Project ' III. PROJECT PROPOSAL iProject: Rainier Avenue S (SR 167) - S Grady Way to S 2nd St Project Project No. CAG-11-192 Company: ot+,PfC)SC,� --x tA4Q—1,06r C. Address: 1 ��x y ZgZ I S 1( 2z-t' VC-Kt E-'1, 14 W2?( Phone No: �2j�U>r9 �o�� Fax No(�gL9 5��3 Bid Amount: $ lage 13 III. Project Proposal provided to Builders Exchanae of WA. Inc For usaae Conditions AnrPamant caa www hxwa rnm_A1%A/n1 Q Vcrifir Rrolc CITY OF RENTON Rainier Ave S(SR 167)-S Grady Way to S 2nd St Federal Aid Number:STPUL-CM0167(048) PROPOSAL TO THE CITY OF RENTON RENTON,WASHINGTON Ladies and/or Gentlemen: The undersigned (Bidder) hereby certify that the Bidder has examined the location and construction details of the proposed work and has read and thoroughly understands the Contract Documents governing the work embraced in this improvement, and the nature of the work, and the method by which payment will be made for said work, and hereby proposes to undertake and complete the ' work detailed in and in accordance with these Contract Documents, and the following schedule of rates and prices. The Bidder understands that the quantities mentioned herein are approximate only and are subject to increase or decrease, and hereby proposes to perform all quantities of work as either increased or decreased in accordance with the Contract Documents. As evidence of good faith, (check one) "Id bond, or ❑ cashier's check, or ❑ certified check made payable to the City of Renton equal to five percent(S%)of the Total Bid Price is attached hereto. Bidder understands that, should this offer be accepted by Owner within 90 calendar days after the day of Bid Opening and the Bidder fails or refuses to enter into an Agreement and furnish the required performance bond and liability insurance within 10 calendar days after Notice of Award, the Contract shall be null and void and the Bid Deposit or Bond accompanying this Proposal shall be forfeited and become the property of Owner as liquidated damages,all as provided for in the Contract Documents. ' Bidder hereby agrees to complete the Physical Work in all respects within 440 working days from the date of written Notice to Proceed. If the work is not completed within this time period,'Bidder shall pay liquidated damages to Owner as specified in Section 1-08.9 of the Standard Specifications. In addition, Bidder shall compensate Owner for actual engineering inspection and supervision costs and any other legal fees incurred by Owner as a result of such delay. I Rainier Avenue S(SR 167)-S Grady Way to S 2nd St Proposal November 2011 Ige 14 Proposal 3rovided to Builders Exchance of WA Inc Fnr imam r.nnrlitinne Anroomant eao-Al 1-- Attachment A Addendum 2 BID SCHEDULE RAINIER AVENUE IMPROVEMENT PROJECT ALL ENTRIES SHALL BE WRITTEN IN INK OR TYPED TO VALIDATE BID ' Note:Unit prices for all items,all extensions,and total amount of bid shall be shown. Enter unit prices in numerical figures only in dollars and cents,i. e.to two(2)decimal places(including for whole dollar amounts).All figures must be clearly legible. Bids with ' illegible figures in the Unit Price column will be rejected as unresponsive.Where conflict occurs between the unit price and the total amount specified for any item,the unit price shall prevail,and totals shall be corrected to conform thereto. ' Item Item Description Spec. Quantity Unit Unit Price* Amount No. Section RAINIER AVENUE-5 GRADY WAY TO S 2ND ST -- SCHEDULE A- ROADWAY IMPROVEMENTS Al Minor Change 1-04 1 EST $150,000.00 $150,000.00 ' A2 Surveying 1-05 1 LS 0, 60 (ol ,1U Ut,j-06-vi, A3 Industrial Waste Discharge Permit Fees 1-07 1 EST $30,000.00 $30,000.00 A4 Training 1-07 1,600 HR 33 , � 'S;L/,000.Vd A5 SPCC Plan 1-07 1 LS 1,yS�( 00 I,tllD ,00 A6 Archeological and Historical Salvage 1-07 1 EST $25,000.00 $25,000.00 A7 Resolution of Utility Conflicts 1-07 1 EST $75,000.00 $75,000.00 A8 Utility Potholing 1-07 1 EST $30,000.00 $30,000.00 A9 Type B Progress Schedule (Min. Bid$15,000) 1-08 1 LS 15- 1000100 1),000. D0 A10 Mobilization 1-09 1 LS 3Z3i oo0.U0 X23,000 ,(110 ' All Business Access Sign 1-10 37 EA Da S — Al2 Pedestrian Traffic Control 1-10 1 LS 32,0 L)v.w 32,w0. v, A13 Traffic Control Supervisor 1-10 1 LS 3%,Uoo.0 a 3%,ipoo •v o A14 Flaggers and Spotters 1-10 12,600 HR q S v0 j G-+'000.d0 ' A15 Uniformed Police Officer 1-10 4,200 HR $55.00 $231,000.00 A16 Other Traffic Control Labor 1-10 8,400 HR yZ, OU 3s2 A17 Construction Signs, Class A 1-10 525 SF S,3 5- Z,� Attachment A.Addendum 2 Bid Schedules Rainier Avenue South (SR 167)S Grady Way to S 2nd Street November 2011 Ige 13 )rnvided to Ruilripm FYrhanna of INA Inr. Fnr i,cana r.nnrlitinne Anrnamont Q..%nn— Ah..o.—Vcrif,e,..,,— Attachment A.Addendum 2 BID SCHEDULE RAINIER AVENUE IMPROVEMENT PROJECT ALL ENTRIES SHALL BE WRITTEN IN INK OR TYPED TO VALIDATE BID Note:Unit prices for all items,all extensions and total amount of bid shall be n show . Enter unit rites in numerical p a figures only in dollars and cents, L e.to two(2)decimal places(including for whole dollar amounts).All figures must be clearly y I egible.Bids with illegible figures in the Unit Price column will be rejected as unresponsive.Where conflict occurs between the unit price and the total amount specified for any item,the unit price shall prevail,and totals shall be corrected to conform thereto. ' Item Item Description Spec. ' No. p Quantity Unit Unit Price* Amount Section • ' TO S 2ND ST SCHEDULE A-ROADWAY IMPROVEMENTS II - - A18 Sequential Arrow Sign 1-10 36,000 HR U•4 U t8,ouv . 00 A19 Portable Changeable Message Sign 1-10 66,000 HR (),450 33 �v ov A20 Other Temporary Traffic Control 1-10 1 LS 35q gpp,00 3sq, 800•do A21 Roadside Cleanup 2-01 1 EST $15,000.00 $15,000.00 A22 Clearing and Grubbing 2-01 1 LS gS,gSD , op 9S,N S o.4v ' A23 Removal of Structure and Obstruction 2-02 1 LS S1,000, 00 51,000 . oa ' A24 Remove or Abandon Storm Sewer Pipe 2-02 3,715 LF 19, 00 40. oo A25 Removal and Relocation of Existing Public 2-02 1 EST , $15,000.00 $15,000.00 Improvements A26 Removal and Relocation of Existing Private 2-02 1 EST $75,000.00 $75,000.00 I Im rovements A27 Remove Fence and Posts 2-02 1,871 LF /0,00 j $,�1 p, 00 A28 Remove Private Illumination Pole and 2-02 38 EA 235,9 0 Foundation FS;9(A-To A29 Remove Private Business Sign and Foundation 2-02 24 EA 1,q$5,0o 3q,Ny0, oo , A30 Remove Bollard 2-02 13 EA 115. 00 1,yqs, o A31 Sawcutting 2-02 9,867 SF s3y zo .y, 0 ' 3 31, A32 Removal, Haul, and Disposal of Creosoted 2-02 1 EST ' $15,000.00 $15,000.00 Timber A33 Roadway Excavation Incl. Haul 2-03 15,366 Cy 2& -90 y/3,3%�q& , A34 Unsuitable Foundation Excavation, Incl. Haul 2-03 598 CY ' I Attachment A,Addendum 2 Bid Schedules Rainier Avenue South (SR 167) S Grady Way to S 2nd Street November 2011 ' 'age 14 'rovided to Builders Exchanqe of WA, Inc. For usaae Conditions Aareement see www-bxwa com-Alwnvc\larifv�ra10 Attachment K.Addendum 2 BID SCHEDULE RAINIER AVENUE IMPROVEMENT PROJECT ALL ENTRIES SHALL BE WRITTEN IN INK OR TYPED TO VALIDATE BID Note:Unit prices for all items,all extensions,and total amount of bid shall be shown. Enter unit prices in numerical figures only in dollars and cents,L e.to two(2)decimal places(including for whole dollar amounts).All figures must be clearly legible.Bids with illegible figures in the Unit Price column will be rejected as unresponsive.Where conflict occurs between the u.nit price and the total ' amount specified for any item,the unit price shall prevail,and totals shall be corrected to conform thereto. Item Spec. No. Item Description Section Cluantity Unit Unit Price* Amount RAINIER TO S 2ND ST SCHEDULE A-ROADWAY IMPROVEMENTS A35 Gravel Borrow Incl. Haul 2-03 3,996 TN ,`s 5 �$,32y,(v c) A36 Solvent Contaminated Excavation and Disposal 2-05 1,942 TN q4, �w I gy, l L)), U0 Incl. Haul A37 Petroleum Contaminated Excavation and 2-05 5,345 TN y. So 3y S,2 o 2,j o Dis osal Incl. Haul A38 Contaminated Water Treatment 2-05 1 EST $100,000.00 $100,000.00 tA39 Structure Excavation Class A, Incl. Haul 2-09 853 CY }3 .,,lS A40 Shoring or Extra Excavation Class A 2-09 1 LS j,3 SO s3 SO vo Construction Geotextile for Underground A41 rground 'Z_ 2-12 1,773 SY , ) Z� 2,Z I to Draina e A42 Construction Geotextile for Separation 2-12 897 SY 0 "X10 ) ,S Z y , 90 A43 Crushed Surfacing Base Course 4-04 11,111 TN I y, �S )to.l tPlas,0, A44 HMA Class 112" PG 70-22 5-04 8,240 TN $�f, q0 3L,,UTI..ou ' A45 HMA for Preleveling Class 1/2" PG 70-22 5-04 1,758 TN F0.30 ly I, t lob,y0 i A46 HMA for Overlay Class 1/2" PG 70-22 5-04 5,055 TN S, U S (132)9 U0 A47 Pavement Repair Excavation, Incl. Haul 5-04 1,410 SY 2v, v0 28,2-00. 00 A48 Planing Bituminous Pavement 5-04 44,385 SY 2 . XS 12l0,`i91, Zi A49 Asphalt Cost Price Adjustment 5-04 1 CALL $100,000.00 $100,000.00 ' A50 Temporary Pavement 5-04 3,041 TN 0 q1' 00 431, s2.2 ,0o A51 Commercial HMA 5-04 860 TN 123,0 d IO5,,+k0, 60 Attachment A,Addendum 2 Bid Schedules Rainier Avenue South (SR 167) S Grady Way to S 2nd Street November 2011 age 15 irovided to Builders Exchange of WA, Inc. For usaqe Conditions Agreement see www.bxwa.com-Always Verifv Sr;;],-. Attachment A,Addendum 2 BID SCHEDULE RAINIER AVENUE IMPROVEMENT PROJECT ' ALL ENTRIES SHALL BE WRITTEN IN INK OR TYPED TO VALIDATE BID Note:Unit prices for all items,all extensions,and total amount of bid shall be shown. Enter unit prices in numerical figures only in ' dollars and cents i.e.to two(2)decimal places(including for whole dollar amounts).All figures must b e clearly legible. Bids with illegible figures in the Unit Price column will be rejected as unresponsive.Where conflict occurs between the unit price and the total , amount specified for any item,the unit price shall prevail,and totals shall be corrected to conform thereto. Item Item Description Spec. Quantity Unit Unit Price* Amount I No. Section RAINIER +VENUE-S GRADY WAY SCHEDULE A-ROADWAY IMPROVEMENTS ' A52 Job Mix Compliance Price Adjustment 5-04 1 CALC $0.00 $0.00 A53 Compaction Price Adjustment 5-04 1 CALC $0.00 $0.00 A54 Cement Conc. Pavement 5-05 1,207 CY 2� 9 S 7-9q,135,U A55 Decorative Stamped Concrete Pavement 5-05 950 SY IL/S-,pU 131,1�O, ov A56 Reservoir Course, Incl. Haul 5-06 1,093 TN 33,L,Uq ,4U A57 Conc. Class 4000 For Retaining Wall 6-11 314 CY ''I I • OU ZZ3,2Sq,0 ' A58 Steel Sheet Pile Wall 6-11 756 SF j U to ,7,5 kt),3ZS; vJ A59 Structural Earth Wall 6-13 1,430 SF (�,'3-0 2S,311 . p0 ' A60 Modular Block Wall 6-13 53 SF A61 Backfill For Structural Earth Wall Incl. Haul 6-13 483 CY 13 S0 0 Sd A62 Structure Excavation Cl. B for Structural Earth 6-13 666 CY 20, 00 13,S2 0. 60 , Wall A63 Shoring or Extra Excavation Cl. B for Walls 6-13 790 SF o,S uo S, oL , A64 Drain Pipe, 6 In. Diam. 7-01 113 LF cl, &0 1 ,10- -' yU A65 Underdrain Pipe, 6 In. Diam. 7-01 302 LF Z '4 9 , S0 32 . s 9, 3 A66 Corrugated Polyethylene Storm Sewer Pipe 8 7 04 203 LF 3 y, Ou („9 U2 In. Diam. A67 Corrugated Polyethylene Storm Sewer Pipe 12 7-04 5,891 LF In. Diam. A68 Corrugated Polyethylene Storm Sewer Pipe 18 7-04 957 LF 3 In. Diam. 38+ 00 (P►3(aCa Attachment A,Addendum 2 Bid Schedules Rainier Avenue South(SR 167)S Grady Way to S 2nd Street November 2011 ' 'age 16 provided to Builders Exchange of WA, Inc. For usage Conditions Aqreement see www.bxwa.com-Always Verifv Scale Attachment K.Addendum 2 BID SCHEDULE RAINIER AVENUE IMPROVEMENT PROJECT ALL ENTRIES SHALL BE WRITTEN IN INK OR TYPED TO VALIDATE BID ' Note:Unit prices for all items,all extensions,and total amount of bid shall be shown. Enter unit prices in numerical figures only in dollars and cents,L e.to two(2)decimal places(including for whole dollar amounts).All figures must be clearly legible.Bids with illegible figures in the Unit Price column will be rejected as unresponsive.Where conflict occurs between the unit price and the total amount specified for any item,the unit price shall prevail,and totals shall be corrected to conform thereto. Item Item Description Spec. C>uantity Unit Unit Price* Amount No. I RAINIER AVENUE -S GRADY WAY TO S 2ND ST SCHEDULE A-ROADWAY IMPROVEMENTS A69 Corrugated Polyethylene Storm Sewer Pipe 24 7-04 170 LF (oy 0,95 ,t)i) In. Diam. ' A70 Corrugated Polyethylene Storm Sewer Pipe 36 7-04 112 LF In. Diam. 105. SD �I, $) l9. 00 A71 Ductile Iron Storm Sewer Pipe 12 In. Diam 7-04 102 LF . ,-p 9 ,y3 , vo A72 Ductile Iron Storm Sewer Pipe 18 In. Diam 7-04 625 LF �s, OU S3 j lZS. 00 tA73 Ductile Iron Storm Sewer Pipe 24 In. Diam 7-04 92 LF li $, 00 lL) ,00 A74 Testing Storm Sewer Pipe 7-04 7,947 LF I vL) 4,gq-+. oo A75 Television Inspection - 7-04 1 LS 2Z,kSD 100 27 S0, vu A76 Temporary Stormwater Bypass System 7-04 1 LS 31,2-oo, 00 3 i,200 . 00 ' A77 Catch Basin Type 1 7-05 93 EA $60' o0 140119 90, W A78 Catch Basin Type 1L 7-05 22 EA 9q S, W 2i ,Yy 0, o0 A79 Catch Basin Type 2 48 In. Diam. 7-05 30 EA ot0 Z,3kS �-I,SSU 00 ' A80 Catch Basin Type 2 60 In. Diam. 7-05 2 EA c{,2�S. oo $;SSU 0v A81 Catch Basin Type 2 72 In. Diam. 7-05 1 EA q,(,00, 00 q,UUc7 A82 Adjust Catch Basin 7-05 10 EA LASS, 00 00 ' A83 Adjust Stormdrain Manhole 7-05 13 EA 4S-5-, 00 S' q/S ou A84 Abandon Existing Drainage Structure 7-05 17 EA LJ06. M (.,, $U0, 00 A85 Adjust Sanitary Sewer Manhole 7-05 6 EA yS , Ou I J30. dJ Attachment A,Addendum 2 Bid Schedules Rainier Avenue South(SR 167)S Grady Way to S 2nd Street November 2011 age 17 'rovided to Builders E:xchanoe of WA. Inc. For usaae Conditions Aareement see www.bxwa.com-Alwnvs VPrifv�raiP Attachment A;Addendum 2 BID SCHEDULE RAINIER AVENUE IMPROVEMENT PROJECT ALL ENTRIES SHALL BE WRITTEN IN INK OR TYPED TO VALIDATE BID Note:Unit prices for all items,all extensions,and total amount of bid shall be shown. Enter unit prices in numerical figures only in ' dollars and cents,i.e.to two(2)decimal places(including for whole dollar amounts).All figures must be clearly legible.Bids with illegible figures in the Unit Price column will be rejected as unresponsive.Where conflict occurs between the unit price and the total amount specified for any item,the unit price shall prevail,and totals shall be corrected to conform thereto. Item Item Description Spec. quantity Unit Unit Price* Amount No. Section RAINIER GRADY WAY TO S 2ND ST SCHEDULE A-ROADWAY IMPROVEMENTS A86 Connection to Existing Drainage Structure 7-05 11 EA 00i 00 -+,: (00,o0 A87 Connection to Wetwell 7-05 1 EA 1,ZOOi 0" 1,ZOO . eo , A88 Connect Drainage Structure to Existing Pipe 7-05 26 EA --pp, W 1 �Z00, cw ' A89 Locking Solid Metal Cover and Frame for Catch 7-05 1 EA (�v Basin 00 �-�5-. A90 Filterra Unit 7-05 4 EA 11,,L,00, W SOU,400, 00 A91 Box Culvert Modifications, West End — 7-05 1 LS :�0,100,00 A92 Oil/Water Separator 7-05 2 EA 13,185,OD A93 Trench Drain 7-05 59 LF Co 0L) 3 $ j 0 I , , 3 A94 Cleaning Existing Drainage Structure 7-07 1 LS 2&'sDo; 00 2 A95 Gravel Backfill for Foundation Class A 7-08 297 Cy q0, (cS 12,p}3,D� A96 Structure Excavation Cl. B Incl. Haul for Storm 7-08 5,109 CY --0 30 Draina a 3�,3 35 A97 Shoring or Extra Excavation Class B for Storm 7-08 44,398 SF S�1 ' Drainage A98 Gravel Backfill Incl. Haul 7-08 3,085 TN 0,So 31,392 .5,6 - -os 1 LS of A99 Dewatering 7 U,1,400. Oo (y2,y 00 A100 Adjust Monitoring Well 7-12 10 EA y00, 0o 4,000, of , A101 Drain Cleanout 7-19 7 EA q/D, 00 2,9-+0,00 A102 Adjust Cleanout to Grade 7-19 4 EA Z Z�,�j F900 7 U6 Attachment A,Addendum 2 Bid Schedules ' Rainier Avenue South (SR 167)S Grady Way to S 2nd Street November 2011 'age 18 )rnviAorl fn Pi ii[H re Fvrhnnno of WA Inr Fnr ncnna r nnrlitinnc Anroement Co=v,nnnn,I-A/O rnm_ Aherwc 1/erifw CZ- 1l Attachment A,Addendum 2 BID SCHEDULE RAINIER AVENUE IMPROVEMENT PROJECT ALL ENTRIES SHALL BE WRITTEN IN INK OR TYPED TO VALIDATE BID Note:Unit prices for all items,all extensions,and total amount of bid shall be shown. Enter unit prices in numerical figures only in dollars and cents,L e.to two(2)decimal places(including for whole dollar amounts).All figures must be clearly legible.Bids with 1 illegible figures in the Unit Price column will be rejected as unresponsive.Where conflict occurs between the unit price and the total amount specified for any item,the unit price shall prevail,and totals shall be corrected to conform thereto. INS n Item Description Section Quantity Unit Unit Price* Amount RAINIER 'VENUE -S GRADY WAY ' SCHEDULE A-ROADWAY IMPROVEMENTS A103 Erosion/Water Pollution Control 8-01 1 EST $25,000.00 $25,000.00 A104 ESC Lead 8-01 300 DAY 31,00 9,300 00 A105 Plastic Covering 8-01 150 SY S-,00 00 A106 Inlet Protection 8-01 389 EA S Ov 2.2 113•c70 A107 Silt Fence 8-01 1,594 LF 3,-+S S,9 71,SD ' A108 Wattle 8-01 393 LF 3.30 1,Jq V.q A109 Stormwater Pollution Prevention Plan (SWPPP) 8-01 1 LS 3,06; 00 3, 600- GU ' A110 Topsoil Type A 8-02 1,827 CY ZS.-::t'0 y(a,9 53,90 A111 Bark or Wood Chip Mulch 8-02 289 CY 2,g ,90 Xi352 ,/ 0 A112 Seeded Lawn Installation 8-02 1,867 SY 0.'�-t) 933 S() A113 PSIPE Tilia americana 'Boulevard'/Boulevard 8-02 34 EA cJ'L3 ,00 ) k2, o0 American Linden 12'-14' Ht. 21 2 Cal. _ y�3 I A114 PSIPE Zelkovaserrata 'Musashino'/Sawtooth 8-02 22 EA LJ0}-(Do Sy 00 Zelkova 12'-14' Ht. 2 1/2" Cal. A115 PSIPE Cercidiphyllum japonicum/Katsura Tree, 12'-14' Ht. 2 1 2" Cal. 8-02 26 EA 3(��f, rJ0 (,t{, UO A116 PSIPE Ulm�us 'Frontier'/Frontier Elm, 12'-14' 8-02 5 EA C0 Z , q& S, 00 Ht. 212 Cal. 3FS5 i, A117 PSIPE Amelanchier laevis'Cumulus'/Allegheny 8-02 11 EA Z30. 00 2,73o, 00 Serviceber 8'-10' Ht. PSIPE Cornus 'Eddie's White Wonder'/Eddie's ' A118 White Wonder Dogwood, 10'-14' Ht., 2 1/2" 8-02 15 EA L17). 00 � 0�S 00 Cal. [119 PSIPE Acer ginnala/Amur Maple, 10'-12' Ht., 2" 8-02 2 J EA 1-4" , 00 S y Co . 00 Cal. Attachment A,Addendum 2 Bid Schedules Rainier Avenue South (SR 167)S Grady Way to S 2nd Street November 2011 lage 19 'rovided to Builders Exchange of WA. Inc. For usage Conditions Aareement see www.bxwa.com -Always VPrifv Sra6- ' Attachment A,Addendum 2 BID SCHEDULE RAINIER AVENUE IMPROVEMENT PROJECT , ALL ENTRIES SHALL BE WRITTE N IN INK OR TYPED TO VALIDATE BID Note:Unit prices for all items,all extensions,and total amount of bid shall be shown. Enter unit prices in numerical figures only in dollars and cents, I.e.to two(2)decimal places(including for whole dollar amounts).All figures must be clearly legible.Bids with illegible figures in the Unit Price column will be rejected as unresponsive.Where conflict occurs between the unit price and the total amount specified for any item,the unit price shall prevail,and totals shall be corrected to conform thereto. ' Item Spec. , Item Description Quantity Unit Unit Price* Amount No__ Section RAINIER GRADY WAY TO S 2ND ST SCHEDULE A- ROADWAY IMPROVEMENTS ' A120 PSIPE Magnolia 'Galaxy'/Galaxy Magnolia, 10'- 8-02 3 EA 3y 3, 00 1,029,00 12' Ht. 2" Cal. A121 PSIPE Calocedrus decurrens/ Incense Cedar,8'- 8-02 7 EA ZIS, Uc� 1,5'OS,Oo 10' Ht, A122 PSIPE Kalmia latifolia 'Peppermint'/ Pe ermint Mountain Laurel 18"-24" Ht. 8-02 39 EA 3g, to D !,Sy 1q, y0 A123 PSIPE Physocarpus opulifolius 'Nanus'/Dwarf 8-02 44 EA 21 , y0 q y( (00 Ninebark 18"-24" Ht. A124 PSIPE Berberis thunbergii 'Royal Cloak'/ Japanese Barberr 2 Gal. Cont. 8-02 112 EA Z�. q0 A125 PSIPE Cistus x purpureus/Orchid Rockrose, 15"- 8-02 S5 ' EA Z2 Sp I,2 -4 3 , S0 18" Ht. ' ;PSIPE Euonymus alatus 'Odom'/Little Moses q yp I ,ySS 30 A126 8-02 147 EA Dwarf Burning Bush, 1 Gal.Cont. , PSIPE Euonymus japonicus'Microphyllus A127 Variegatus'/Variegated Boxleaf Euonymus, 2 8-02 388 EA lo. (.v0 6,ggo,,�D Gal. Cont. , A128 PSIPE Fothergilla gardenii/Dwarf Fothergilla, 2 8-02 204 EA g, ZO 3,}j Z •�d Gal. Cont. PSIPE Rhododendron 'Ramapo'/Hybrid Rhododendron 15"-1$ Ht. y ' A129 8-02 175 EA Z to• , 01 , L)" PSIPE Cornus sericea 'Kelseyi'/Dwarf Redtwig A130 8-02 764 EA )'Z, �� q, $1,f.y0 Do mood, 2 Gal. Cont. , A131 PSIPE Ilex crenata 'Helleri'/ Hel.leri Holly, 1 Gal. 8-02 88 EA q,J 0 00 Cont. A132 PSIPE Escallonia 'Compakta'/Compact ' 8-02 163 EA 11. 00 Z 1 , p 0 Escallonia 2 Gal. Cont. A133 PSIPE Carextestacea/New Zealand Sedge, 1 8-02 425 EA Gal.Cont. �°' A134 PSIPE Nassella tenuissima/ Mexican Feather 8-02 890 EA Grass 1 Gal. Cont. la•�Q S,q U3 . 00 A135 PSIPE Ophiopogon Japonicus/Mondo Grass. 1 8-02 1,075 EA �,0O FS,U0o, ou ' Gal..Cont. A136 PSIPE Erica cinerea 'C.D. Eason'/Bell Heather, 1 8-02 1,395 EA �,DU 11, 1100.00 Gal.Cont. I Attachment A,Addendum 2 Bid Schedules Rainier Avenue South(SR 167) S Grady Way to S 2nd Street November 2011 ' 'age 20 'rovided to Builders Exchange of WA, Inc. For usage Conditions Agreement see www.bxwa.com-Always Verify Scale Attachment A,Addendum 2 BID SCHEDULE RAINIER AVENUE IMPROVEMENT PROJECT ALL ENTRIES SHALL BE WRITTEN IN INK OR TYPED TO VALIDATE BID ' Note:Unit prices for all items,all extensions,and total amount of bid shall be shown. Enter unit prices in numerical figures only in dollars and cents,I.e.to two(2)decimal places(including for whole dollar amounts).All figures must be clearly legible. Bids with illegible figures in the Unit Price column will be rejected as unresponsive.Where conflict occurs between the unit price and the total amount specified for any item,the unit price shall prevail,and totals shall be corrected to conform thereto. Item Item Description Spec. LCLuanti�t Unit Unit Price* Amount No- Section RAINIER AVENUE-S •AD TO S 2ND, SCHEDULE A-ROADtNAY IMPROVEMENTS A137 PSIPE Ceanothus gloriosus'Anchor Bay'/ Anchor Ba -Ceanothus 1 Gal. Cont. 8-02 315 EA �,?j0 2, (oIN ,�U A138 PSIPE Prunus laurocerasus 'Mount Vernon'/ ' 8-02 825 EA Mount Vernon English Laurel, 1 Gal Cont. A139 PSIPE Cotoneaster dammeri 'Eichholz'/ 8-02 1,460 EA' 3, U 0 1I1 (A(o ,00 ' Eichholz Cotoneaster, 1 Gal. Cont. A140 PSIPE Calluna vulgaris 'Firefly'/Scotch Heather, 8-02 225 EA g, j q 91. 'LS 1 Gal. Cont. A141 PSIPE Hem erocallis 'Stella de Oro'/Daylily, 1 8-02 155 EA fay,U0 I 1 UZ3 . Uu Gal. Cont. A142 PSIPE Lavandula angustifolia 'Buena Vista'/ �g 2, O b 8-02 80 EA cj() English Lavendar, 1 Gal.Cont. q, A143 Root Barrier 8-02 72 LF A144 Property Restoration 8-02 1 EST $25,000.00 $25,000.00 ' A145 Automatic Irrigation System, Complete 8-03 1 LS ILy, "0,00 ?,q,U00, Do A146 Cement Conc.Traffic Curb and Gutter 8-04 8,382 LF 11,y o 103,93(o.� ' A147 Reinforced Cement Conc. Traffic Curb and 8-04 98 LF , SS 90 Gutter �9 A148 Cement Conc.Traffic Curb 8-04 1,127 LF )q.3 S �,1�2 ,yJ A149 Cement Conc. Extruded Curb,Type 6 8-04 1,445 LF -4.}S. il, l9s ,�s A150 Modified Cement Conc. Extruded Curb,Type 6 8-04 6,907 LF 1 0,.y S A151 Cement Conc. Integral Curb 8-04 1,191 LF y3,}U SZ,0q(,-+d ' A152 Cement Conc. Driveway Entrance,3-day 8-06 1,756 Sy 15-Lo,U0 c1q "3 g1 Up A153 Precast Dual Faced Sloped Mountable Curb 8-07 44 LF 3 �oSb , JO Attachment A,Addendum 2 Bid Schedules Rainier Avenue South (SR 167) S Grady Way to S 2nd Street November 2011 age 21 'rovided to Builders Exchange of WA, Inc. For usage Conditions Agreement see www.bxwa.com-Always Verifv Scale � I Attachment A,Addendum 2 BID SCHEDULE RAINIER AVENUE IMPROVEMENT PROJECT ALL ENTRIES SHALL BE WRITTEN IN INK OR TYPED TO VALIDATE BID Note:Unit prices for all items,all extensions,and total amount of bid shall be shown. Enter unit prices in numerical figures only in , dollars and cents L e.to two 2 decimal laces includin for whole dollar amounts).mounts .All figures must be clearly legible.bids with P { g l g Y illegible figures in the Unit Price column will be rejected as unresponsive.Where conflict occurs between the unit price and the total amount specified for any item,the unit price shall prevail,and totals shall be corrected to conform thereto. Item Item Description Spec. Quantity Unit Unit Price* Amount , RAINIER AVENUE -S No. Section GRADY WAY TO S i ST SCHEDULE A-ROADWAY IMPROVEMENTS A154 Raised Pavement Marker Type 1 8-09 68 HUND LIS •o0 K'2 .vo A155 Raised Pavement Marker Type 2 8-09 24 HUND Oo $,i-Leo, oo ' A156 Monument Case and Cover 8-13 3 EA X35,W 119 U,;,.Oo , A157 Adjust Monument Case and Cover 8-13 6 EA 3q 0.pU 2,oy o , oo A158 Cement Conc. Sidewalk 8-14 7,444 SY 3 pt , ou , A159 Thickened Cement Conc.Sidewalk 8-14 140 SY U2 , 30 ,-�22 -CO A160 Decorative Stamped Conc.Sidewalk 8-14 33 SY Z q q UO3 . OU A161 Decorative Conc, Finish 8-14 3,100 SF J , U 0 yS r y ,2cpU.00 A162 Cement Conc.Thickened Sidewalk Edge 8-14 84 LF q( ,yv 3,5'19 . U0 ' A163 Cement Conc. Curb Ramp Type Perpendicular A 8-14 32 EA ,}o Z2,q q�, cep A164 Cement Conc. Curb Ramp Type Parallel A 8-14 6 EA 900-00 S,y o6, oo ' A165 Cement Conc. Curb Ramp Type Single Direction 8-14 2 EA qUo, oo 1,9 20. 9(3 A166 Cement Conc. Staple Curb 8-19 428 LF 13. qu A167 Cement Conc. Pedestrian Island 8-19 6 EA t„ZDO.uv 2oJ .oa ' 3 , A168 Illumination System,Grady to 7th, Complete 8-20 1 LS y3U;gO6,00 (4 3tv,c{oj);ao ' A169 Traffic Signal System @ Grady, Complete 8-20 1 LS Zg1,3g0.o) 291, 00 A170 Traffic Signal System @ 7th Complete 8-20 1 LS 341,$7-0.se , 00 ' � I 11 Attachment A,Addendum 2 Bid Schedules Rainier Avenue South(SR 167) S Grady Way to S 2nd Street November 2011 ' 'age 22 'rovided to Builders Exchange of WA, Inc. For usage Conditions Aqreement see www.bxwa.com-Always Verifv Scale Attachment A.Addendum 2 BID SCHEDULE RAINIER AVENUE IMPROVEMENT PROJECT ALL ENTRIES SHALL BE WRITTEN IN INK OR TYPED TO VALIDATE BID Note:Unit prices for all items,all extensions,and total amount of bid shall be shown. Enter unit prices in numerical figures only in dollars and cents,L e.to two(2)decimal places(including for whole dollar amounts).All figures must be clearly legible.Bids with illegible figures in the Unit Price column will be rejected as unresponsive.Where conflict occurs between the unit price and the total amount specified for any item,the unit price shall prevail,and totals shall be corrected to conform thereto. Item Item Description Spec' quantity Unit Unit Price* Amount No. Section RAINIER-AVENUE •AD j TO S 2ND ST SCHEDULE A-ROADWAY IMPROVEMENTS A171 Illumination System, 7th to 4th, Complete 8-20 1 LS 3(9(,Ss�D;Uu 3t,1;k30. A172 Traffic Signal System @ 4th, Complete 8-20 1 LS 23q, 1 S 00 23q ' A173 Illumination System,4th North,Complete 8-20 1 LS g0b,5-00:00 06,5-00. °o A174 Traffic Signal System @ 3rd, Complete 8-20 1 LS Z 43,2 o 0,vo 2y 3,2oo:O° A175 Traffic Signal System @ Sunset,Complete 8-20 1 LS ZSLJ 4 Di): do 232,y0 0.3o A176 Temp Signalization During Construction @ 8-20 1 LS ' Grad. Complete SS, l,011 O J �o S�,(pOU A177 Temp Signalization During Construction @ 7th, 8-20 1 LS (,1,SSO.po lDl,550.oiJ Com lete A178 Temp Signalization During Construction @ 4th, 8-20 1 LS 00 00 Complete y1,g00. A179 Temp Signalization During Construction @ 3rd, 8-20 1 LS W L,2,FSO0:00 A180 Temp Signalization During Construction @ 8-20 1 LS 1 3��2 00` OV 3�,200.0 Sunset Complete A181 Permanent Signing 8-21 1 LS 3b,U, ()i oo 3 (,SO:0o A182 Paint Line 8-22 85,608 LF 0.1S 12,I41.20 A183 Plastic Line 8-22 248 LF i , U O 39 Lp,'i Q ' A184 Painted Wide Line 8-22 6,694 LF r Q. yy 2,GyS,3U A185 Painted Stop Line 8-22 1,413 LF , g S 2,�,I u ,o� A186 Plastic Stop Line 8-22 876 LF 2 I g�3 y0 A187 Painted wal -7 Crass k Line 8-22 4,430 SF i Attachment A,Addendum 2 Bid Schedules Rainier Avenue South (SR 167) S Grady Way to S 2nd Street November 2011 lage 23 'rovided to Builders Exchanae of WA. Inc. For usage Conditinw;Anraamant caa vnAMt hYwa rnm_Alwwe Vcrifii Cr�,v Attachment A,Addendum 2 BID SCHEDULE ' RAINIER AVENUE IMPROVEMENT PROJECT ALL ENTRIES SHALL BE WRITTEN IN INK OR TYPED TO VALIDATE BID Note;Unit prices for all items,all extensions and total amount of bid shall be shown. Enter unit P to t prices in numerical figures only in dollars and cents,L e.to two(2)decimal places(including for whole dollar amounts).All figures must be clearly legible.Bids with illegible figures in the Unit Price column will be rejected as unresponsive.Where conflict occurs between the unit price and the total amount specified for any item,the unit price shall prevail,and totals shall be corrected to conform thereto. ' Item Item Description Spec. Cluantity Unit Unit Price* Amount No. Section RAINIER AVENUE -5 G•AD • S 2ND ST SCHEDULE A-ROADWAY IMPROVEMENTS , A188 Plastic Crosswalk Line 8-22 5,393 SF 3 ,20 A189 Painted Traffic Arrow 8-22 115 EA 3q 0 q,SS y, oo A190 Plastic Traffic Arrow 8-22 68 EA Uq,2s y,3 t,9, 00 , A191 Plastic Yield Line Symbol 8-22 88 EA 2,1, q p 1,8$3,20 A192 Paint Median Curb Yellow 8-22 6,907 LF p,�-p y,,�3y ,q o A193 Removing Paint Line 8-22 92,301 LF 0; y O 3 b,4 Z0:`f 4 ' A194 Removing Painted Crosswalk Line 8-22 6,549 SF I . 05 („ 3(p,NS A195 Removing Painted Traffic Marking 8-22 115 EA 32,xj 3, Ugp, 00 A196 Pedestrian Handrail 8-26 1,005 LF q p}.)U cm qy } A197 Tree Grate Type 1 B-28 4 EA 1,S-4 T,00 (o,3 o o : 0� A198 Tree Grate Type 2 8-28 5 EA N S,00 q, S, ' �2 U0 A199 Rapid Ride Bus Shelter Foundation 8-30 5 EA �,SS U 00 22,}SO roo I A200 Metro Sign Foundation 8-30 5 EA S S,00 2,B}5.00 A201 Metro Tech Pylon Foundation 8-30 5 EA 2 00 0 60 :oo ' ,140 , t A202 Bench 8-31 4 EA 2, q00, 00 c},1c00.00 , A203 Trash Receptacle 8-32 6 EA I I(), o SO. 00 A204 Gateway Sig n 8-33 1 LS - S- 1_5-0,00 �,�,ISOvv Attachment A.Addendum 2 Bid Schedules Rainier Avenue South (SR 167)S Grady Way to S 2nd Street November 2011 ' 'age 24 'rovided to Builders Exchange of WA, Inc. For usage Conditions Agreement see www.bxwa.com-Always Verifv Scale Attachment A Addendum 2 BID SCHEDULE 1 RAINIER AVENUE IMPROVEMENT PROJECT ALL ENTRIES SHALL BE WRITTEN IN INK OR TYPED TO VALIDATE BID 1 Note:Unit prices for all items,all extensions,and total amount of bid shall be shown. Enter unit prices in numerical figures only in dollars and cents,L e.to two(2)decimal places(including for whole dollar amounts).All figures must be clearly legible.Bids with illegible figures in the Unit Price column will be rejected as unresponsive.Where conflict occurs between the unit price and the total 1 amount specified for any item,the unit price shall prevail,and totals shall be corrected to conform thereto. 1 Item Item Description Spec' Quantity Unit Unit Price* Amount No. I Section RAINIER AVENUE -S GRADY WAY TO S 2N D ST ! SCHEDULE A-ROADWAY IMPROVEMENTS A205 Gateway Trellis 8-34 2 EA 3y,v00,00 (,a$;0 oO,oO ' A206 Identity Pole 8-35 6 EA �,000 i 00 q x,000:00 A207 Bronze Plaque Relocation 8-36 3 EA ('s-0 , 0,3 1,9 s-0' 06 A208 Advance Directional Footing 8-37 3 *EA 1,1S S. 00 3, d lob 00 ! A209 Fiber Optic Interconnect System,Grady to 7th, 8-40 1 LS c1 to 32s:0u Com lete ' U I0'3��'0J A210 Fiber Optic Interconnect System, 7th to 4th, 8-40 1 LS -,%%00.00 3q,&00.00 Com lete A211 Fiber Optic Interconnect System,4th North, 8-40 1 LS 00 Complete �u,}OU' uU yU;}v0. ! Total Schedule A(Roadway)* ..................................................................................... $-_13 121 WE 11P ! *All applicable sales tax shall be included in the unit and lump sum bid rice per Section 1-07.2 1 and pp p p p t ) a WAC ! 458-20-171. 1 1 • 1 1 Attachment A,Addendum 2 Bid Schedules Rainier Avenue South (SR 167) S Grady Way to S 2nd Street November 2011 age 25 Irovided to Builders Exchange of WA, Inc. For usage Conditions Agreement see www.bxwa.com-Always Verify Scale 1 Attachment A,Addendum 2 BID SCHEDULE 1 RAINIER AVENUE IMPROVEMENT PROJECT ALL ENTRIES SHALL BE WRITTEN IN INK OR TYPED TO VALIDATE BID Note:Unit prices for all items,all extensions,and total amount of bid shall be shown. Enter unit prices in numerical figures only in dollars and cents,i.e.to two(2)decimal places(including for whole dollar amounts).All figures must be clearly legible.Bids with illegible figures in the Unit Price column will be rejected as unresponsive.Where conflict occurs between the unit price and the total amount specified for any item,the unit price shall prevail,and totals shall be corrected to conform thereto. 1 Item Item Description Spec. Qu antity antit Y Unit Unit Price* Amount ' No. Section RAINIER AVENUE-S GRADY WAY SCHEDULE B-WATER _ 131 Minor Change, for Water 1-04 1 EST $50,000.00 $50,000.00 B2 Surveying 1-05 1 LS g,S' 0, 0o '�,ssz '0° ' B3 Utility Potholing 1-07 1 EST $30,000.00 $30,000.00 , B4 Mobilization 1-09 1 LS T%l oob.0o 135 Unsuitable Foundation Excavation Incl. Haul 2-03 150 CY ZZ 3S 3,352 'S—b 1 B6 Gravel Borrow Incl. Haul for Water 2-03 306 TN I� �/ r 8G 1 Vo 1 B7 Solvent Contaminated Excavation and Disposal 2-05 150 TN /0). ()U j S, 1 S� 01) Including Haul B8 Petroleum Contaminated Excavation and 2-05 2,211 TN 06 Dis osal Including Haul tS2,�S9�o B9 Contaminated Water Treatment 2-05 1 EST $25,000.00 $25,000.00 1 B10 Shoring or Extra Excavation Class B for Water 2-09 43,277 SF o' ?0 11,9$S,1`0 B11 Removal of Structure and Obstruction 7-09 1 LS it"k00 -b a it,$oiJ. 00 B12 Gravel Backfill Incl. Haul for Water 7-09 4,966 TN /S, ZS �5,�31 •s� B13 Controlled Density Fill 7-09 424 CY f 2 6 .D o SS,q?-y,Jv B14 Class 52 Ductile Iron Pipe for Water Main with Restrained Joint Fittings, 7_09 16 LF 6 In. Diam. 615 Class 52 Ductile Iron Pipe for Water Main with ' 7-09 122 LF �� , 0 0 2,Oo Restrained Joint Fittin s 8In. Diam. ' Class 52 Ductile Iron Pipe for Water Main with B16 7-09 25 LF ��},o 0 Restrained Joint Fittings, 10 In. Diam. I I _ 1 Class 52 Ductile Iron Pipe for Water Main with B17 7-09 6,050 LF lo3•S0 3$N,135, Restrained Joint Fittings, 12 In. Diam. Attachment A,Addendum 2 Bid Schedules Rainier Avenue South (SR 167)S Grady Way to S 2nd Street November 2011 ' 'age 26 'rovided to Builders Exchanae of WA_ Inc. For usace Conditions Aareement see www bxwa cam -Always Varifv SnalP Attachment A.Addendum 2 BID SCHEDULE RAINIER AVENUE IMPROVEMENT PROJECT ALL ENTRIES SHALL BE WRITTEN IN INK OR TYPED TO VALIDATE BID Note:Unit prices for all items,all extensions,and total amount of bid shall be shown. Enter unit prices in numerical figures only in dollars and cents,i.e.to two(2)decimal places(including for whole dollar amounts).All figures must be clearly legible.Bids with illegible figures in the Unit Price column will be rejected as unresponsive.Where conflict occurs between the unit price and the total I ' amount specified for any item,the unit price shall prevail,and totals shall be corrected to conform thereto. Item Item Description Spec. No. p Sec Quantity Unit Unit Price* Amount tion RAINIER Ri , t TO , ST SCHEDULE B-WATER B18 Class 52 Ductile Iron Pipe for Water Main with 7-09 13 LF p� , S �,�Tj 0 Restrained Joint Fittings, 16 In. Diam. ' B19 Class 52 Ductile Iron Pipe for Water Main with 7-09 107 LF S .00 Restrained Joint Fittin s 18 In. Diam. 22S 00 2y, 0� B20 Connection to Existing Water Main, 8 In. 7-09 7 EA 00 �o,81- Ov B21 Connection to Existing Water Main, 10 In. 7-09 1 EA ,tx) . oa I, 3p v, vv B22 Connection to Existing Water Main, 12 In. 7-09 8 EA Z, 0 SS. 00 I�, qq b ,00 ' B23 Connection to Existing Water Main, 16 In. 7-09 1 EA 2,J'�o, 00 2�3-Kb, oo B24 Connection to Existing Water Main, 18 In. 7-09 8 EA 2, D0. L)0 20, 000. 60 B25 Concrete for Thrust Blocking and Dead-Man 7-09 27 Cy 0 0 Anchor Blocks ys` B26 Gate Valve,6 Inch 7-09 1 EA 1, 1 pp ; 00 1,100 , o 0 B27 Gate Valve,8 In. 7-09 4 EA 1,35, 00 S,Syp, ov B28 Gate Valve, 10 In. 7-09 1 EA 1,9LI S , 00 I,Gy S-. 00 B29 Gate Valve, 12 In. 7-09 53 EA 2.200; 00 I( 10� (o(?O.00 B30 Butterfly Valve, 181n. 7-09 5 EA 3,�yS, 00 15, cX) B31 Blowoff Assembly 7-09 1 EA ( Soo. Jo 0 . vo I,S� ' B32 Adjust Valve Box 7-09 5 EA 3S0 ,00 :oo B33 Adjust Utility Manhole 7-09 3 EA q ,s , oo 1,395. OU B34 Hydrant Assembly 7-09 27 EA (4N gs, ao 111, c?q S, L Attachment A,Addendum 2 Bid Schedules Rainier Avenue South (SR 167)S Grady Way to S 2nd Street November 2011 �ge 27 rovided to Builders Exchange of WA, Inc. For usage Conditions Agreement see www.bxwa.com-Always Verifv Scale Attachment A,Addendum 2 BID SCHEDULE , RAINIER AVENUE IMPROVEMENT PROJECT ALL ENTRIES SHALL BE WRITTEN IN INK OR TYPED TO VALIDATE BID Note:Unit prices for all items,all extensions,and total amount of bid shall be shown. Enter unit prices in numerical figures only in ' dollars and cents,I.e.to two(2)decimal places(including for whole dollar amounts).All figures must be clearly legible.Bids with illegible figures in the Unit Price column will be rejected as unresponsive.Where conflict occurs between the unit price and the total amount specified for any item,the unit price shall prevail,and totals shall be corrected to conform thereto. ' Item item Description Spec. * , No. p Section Quantity Unit Unit Price Amount RAINIER AVENUE AD WAY TO S 2ND ST SCHEDULE B-WATER B35 Adjust Meter Box 7-09 1 EA 2 3S. 0 23S, 00 B36 Service Connection, 3/4 Inch Diam. 7-09 10 EA -.90 00 -:J- JOv, 0v ' B37 Service Connection, 1 Inch Diam. 7-09 7 EA 9 0 0 pv &1'300, Uo B38 Service Connection, 1112 Inch Diam. 7-09 6 EA tyct3. Co j��15S , coo B39 Service Connection, 2 Inch Diam. 7-09 3 EA 3�2 o o, Oo 9, �v(}, 00 B40 Temporary Water Bypass System, Complete 7-16 1 LS 97-,4'D, 110 92,3-Sp, v° ScheduleB Sub-Total ...............................,.................................................................... $ s y g , ( A LI Schedule B Sales Tax(9.5%) ..:..................................................................................... $ 4 Z g� o(n 1_ TotalSchedule B(Water)* ........................................................................................... $ <)Q *The Contractor shall collect from the Contracting Agency retail sales tax on the Schedule B contract price per Section 1-07.2(2) and WAC 458-20-170. i I' Attachment A,Addendum 2 Bid Schedules Rainier Avenue South(SR 167)S Grady Way to S 2nd Street November 2011 ' age 28 rovided to Builders Exchange of WA, Inc. For usage Conditions Agreement see www.bxwa.com-Always Verify Scale Attachment A,Addendum 2 BID SCHEDULE RAINIER AVENUE IMPROVEMENT PROJECT ALL ENTRIES SHALL BE WRITTEN IN INK OR TYPED TO VALIDATE BID ' Note:Unit prices for all items,all extensions,and total amount of bid shall be shown. Enter unit prices in numerical figures only in dollars and cents,i.e.to two(2)decimal places(including for whole dollar amounts).All figures must be clearly legible. Bids with illegible figures in the Unit Price column will be rejected as unresponsive.Where conflict occurs between the unit price and the total amount specified for any item,the unit price shall prevail,and totals shall be corrected to conform thereto. Item item Description Spec. Quantity Unit Unit Price* Amount No. I I Section RAINIER + WAY TO S 2ND ST SCHEDULE C-JOINT UTILITY TRENCH C1 Minor Change,for Joint Utility Trench 1-04 1 EST $180,000.00 $180,000.00 t C2 Surveying 1-05 1 LS 7,$gS.00 '3865, ov C3 Utility Potholing 1-07 1 EST $30,000.00 $30,000.00 ' C4 Mobilization 1-09 1 LS 5(, 900.00 5 900.00 ' C5 Remove Existing Gas Main 2-02 2,876 LF /o.oc) 28,?6o.�0 C6 Unsuitable Foundation Excavation Incl. Haul 2-03 150 CY 2- y,oSo .00 C7 Gravel Borrow Incl. Haul 2-03 306 TN o I}.3� s,3 9•i0 ' C8 Solvent Contaminated Excavation and Disposal 2-05 323 TN g-+. odS 20,335. S Includiniz Haul C9 Petroleum Contaminated Excavation and 2-05 3,555 TN 60 Dis oral Including Haul tos 0 6 2,31,036 C10 Contaminated Water Treatment 2-05 1 EST $25,000.00 $25,000.00 ' C11 Structure Excavation Class B Incl. Haul for Joint 2-09 6,148 CY 2 y.So /50,(0'16.00 Utilitv Trench Shoring or Extra Excavation Class B,for Joint _ C12 2-09 38,047 SF Utilit Trench , Z y},SS$.}S ' C13 Removal of Structure and Obstruction 8-42 1 LS io ,ZOO -bp /p,loo,pD ' C14 Franchise Utility Coordination 8-42 1 LS ,3oo.en S,Tod•00 ' C15 Sand Bedding Incl. Haul, for Joint Utility Trench 8-42 3,269 TN L}.yS S},oyy. dr Gravel Backfill Including Haul, for Joint Utility C16 Trench 8,902 TN fy. o 129 969. W ' C17 Install 4" Diameter Conduit -PSE Power 8-42 12,668 LF C18 Install 6" Diameter Conduit-PSE Power 8-42 2,209 LF ' _ �.� 13, Attachment A,Addendum 2 Bid Schedules Rainier Avenue South (SR 167) S Grady Way to S 2nd Street November 2011 'age 29 >rnvirieri to Ri fflrlo-m FYChanna of WA Inc Fnr ncana(:nnrtitinnc Anraamant eaa vAn A"hv.tn cnm_ Ah�ia vc Verifi.Gola Attachment A,Addendum 2 BID SCHEDULE ' RAINIER AVENUE IMPROVEMENT PROJECT ALL ENTRIES SHALL BE WRITTEN IN INK OR TYPED TO VALIDATE BID Note:Unit prices for all items,all extensions,,and total amount of bid shall be shown. Enter unit prices in numerical figures only in ' dollars and cents,I.e.to two(2)decimal places(including for whole dollar amounts).All figures must be clearly legible. Bids with illegible figures in the Unit Price column will be rejected as unresponsive.Where conflict occurs between the unit price and the total amount specified for any item,the unit price shall prevail,and totals shall be corrected to conform thereto. ' Item Item Descri tion Spec. No. p Sec ' n Quantity Unit Unit Price* Amount ' RAINIER AVENUE-S GRADY WAY TO S 2ND ST SCHEDULE C-JOINT UTILITY TRENCH C19 Install 4" Diameter Conduit-PSE Gas 8-42 459 LF C20 Install 6" Diameter Conduit-PSE Gas 8-42 2,073 LF _c �O C21 Install 10 Diameter Conduit- PSE Gas 8-42 1,129 LF 10 �($�� >"a C22 Install 5106 Deep Vault- PSE 8-42 4 EA 90, 7 Loo � t C23 Install Junction Box- PSE 8-42 12 EA °J rn C24 Install Secondary Handhole- PSE 8-42 6 EA 3 C25 Install Above Ground Transformer Vault- PSE 8-42 4 EA C26 Install Underground Transformer-PSE 8-42 2 EA C27 Install 2" Diameter Conduit-Comcast 8-42 335 LF S C' 0 Zs C28 Install 3" Diameter Conduit-Comcast 8-42 12,214 LF Lf 30 SZ 5 C29 Install 2436 Vault-Comcast 8-42 12 EA ' ��5.`� C30 Install 17"x30" Vault-Comcast 8-42 11 EA �s C31 Install Round Vault-Comcast 8-42 1 EA � 300 1�300 C32 Install 253 TA Vault-,Comcast 8-42 4 EA C33 Install 4" Diameter Conduit-Century Link 8-42 13,825 LF Zs z�g 25 C34 Install 264 TA Vault-Century Link 8-42 15 EA C35 Install C-330 Pedestal-Century Link 8-42 2 EA C36 Install C-520 Pedestal- Century Link 8-42 1 EA ` J0O oo f /�O•� Attachment A,Addendum 2 Bid Schedules Rainier Avenue South (SR 167)S Grady Way to S 2nd Street November 2011 ' 'age 30 'rovided to Builders Exchange of WA. Inc. For usaae Conditions AorPPmPnr caa www hrMa rnm-Alvuavc\/crif i Qr 1� Attachment A,Addendum 2 BID SCHEDULE RAINIER AVENUE IMPROVEMENT PROJECT ALL ENTRIES SHALL BE WRITTEN IN INK OR TYPED TO VALIDATE BID ' Note:Unit prices for all Items,all extensions,and total amount of bid shall be shown. Enter unit prices in numerical figures only in dollars and cents,1.e.to two(2)decimal places(including for whole dollar amounts).All figures must be clearly legible.Bids with illegible figures in the Unit Price column will be rejected as unresponsive. ' Where conflict occurs between the unit price and the total amount specified for any item,the unit price shall prevail,and totals shall be corrected to conform thereto. Schedule C Sub-Total `i�0 Schedule C Sales Tax 9.5% ..................................................... 1 1 1 b Total Schedule C(Joint Utility Trench)* ............................,, .. , S-q I , Q84 *The Contractor shall collect from the Contracting Agency retail sales tax on the Schedule C contract price per Section 1-07.2(2) and WAC 458-20-170. TOTAL OF SCHEDULES: /6 Schedule A brought forward$_ ' �{ D , Schedule 8 brought forward $ i r6:1 b q �S Schedule C brought forward $ �� 1 g TOTAL BID PRICE $ Note:Determination of low bidder will be based solely on the`Total Bid Price'. r Rainier Avenue 5(SR 167)-S Grady Wayto S 2nd St Bid Schedules Attachment A,Addendum 2 November 2011 age 31 provided to Builders Exchange of WA, Inc. For usage Conditions Aareement see www.bxwa.com-Always Verifv Scale 1 Failure to return this Declaration as part of the bid proposal package will make the bid 1 nonresponsive and ineligible for award. 1 NON-COLLUSION DECLARATION 1 I, by signing the proposal,hereby declare,under penalty of perjury under the laws of the United States that the following statements are true and correct: 1. That the undersigned person(s), firm, association or corporation has (have) not, either 1 directly or indirectly, entered into any agreement, participated in any collusion, or otherwise taken any action in restraint of free competitive bidding in connection with the project for which this proposal is submitted. 1 2. That by signing the signature page of this proposal, I am deemed to have signed and have agreed to the provisions of this declaration. 1 NOTICE TO ALL BIDDERS 1 To report bid rigging activities call: 1 1-800-424-9071 1 The U.S. Department of Transportation (USDOT) operates the above toll-free "hotline" Monday through Friday, 8:00 a.m. to 5:00 p.m., Eastern time. Anyone with knowledge of possible bid rigging, bidder collusion, or other fraudulent activities should use the"hotline"to report such activities. 1 The "hotline" is part of USDOT's continuing effort to identify and investigate highway construction contract fraud and abuse and is operated under the direction of the USDOT Inspector General. All information will be treated confidentially and caller anonymity will be respected. 1 i 1 '! 1 1 1 Rainier Avenue 5 SR 16? -5 Grad Way to S 2nd St ( ) V Y Non-Collusion Declaration November 2011 [age 34 Non-Collusion Declaration 7rnvirlorl to Ri 61,1 ro Fvnhnnne of\A/A Inr Cnr ......1..........,,,.,, A I...,..... Certification for Federal-Aid Contracts ' The prospective participant certifies by signing and submitting this bid or proposal., to the best of his or her knowledge and belief,that: (1) No Federal appropriated funds have been paid or Will be paid, by or on behalf of the undersigned,to any person for influencing or attempting to ' influence an officer or employee of any Federal agency,a Member of Congress, an officer or employee of Congress,or an employee of a Member of Congress in connectian with the awarding of any Federal contract_the making of any Federal grant,the malting of any Federal loan,the entering into of any cooperative agreement, and the extension, continuation,renewal,amendment, or modification of any Federal contract,grant,loan or cooperative agreement- (2) If any funds other than Federal appropriated funds have been paid or will be ' paid to any person for influencing or attempting to influence an officer or employee of any Federal agency,a Member of Congress,an officer or employee of Congress, or an employee of a Member of Congress in connection vrJith this Federal contract_grant, loan,or cooperative agreement,the undersigned shall complete and submit Standard Form-LLL,`Disclosure Form to Report.Lobbying,"in accordance w th its instructions. This certification is material representatl:on of the fact upon vdiich reliance was placed when this transaction was rr.2de or enterers into. Submission of this certification is a prerequisite for ma.kino pr entering into this transaction imposed by Section 1352,Title 31, J.S. Code. Any person who fails to file the required certification shalt be subject to a chJI penalty of not less than $10.000 and not more than $100.000 for each failure. The prospective Darticipant also agrees by submitting his or her bid or proposal that he or she shall require that the lancruaoe of this certification be included in all lower tier subcontracts.which exceed$100,000 and that all such subrecipients.shall certify and disclose accordinrgly. -C =x Z7-11 EF 4r,t5ey i.=C Ra ini er Avenue S(SR 167)-S Grady Way to S 2nd St Certification of Federal Aid Contracts November 2011 lage 35 Certification for Federal-Aid Contracts 'rovided to Builders Exchanae of WA. Inc. For usaae Conditions Agreement seP vvvwv hrMa rnm- Ai",,a"Q vcrif t Crnlc Local Agency Disadvantaged Business Enterprise Utilization Certification To be eligible for award of this contract the bidder must fill out and submit,as part of its bid proposal,the following Disadvantaged Business Enterprise Utilization Certification relating to Disadvantaged Business Enterprise(DBE)requirements. The Contracting Agency shall consider as non-responsive and shall reject any bid proposal that does not contain a DBE Certification which properly demonstrates that the bidder will meet the DBE participation requirements in one of the manners provided for in the proposed contract. The Bidder must submit good faith effort documentation with the DBE Utilization ' Certification only in the event the bidder's efforts to solicit sufficient DBE participation has been unsuccessful.The successful bidder's Disadvantage Business Enterprise Utilization Certification shall be deemed a part of the resulting contract.Information on certified firms is available from OMWBE,telephone 360-753-9693 or Toll Free 1-866-208-1064. _3;onasu,J .Jc . certifies that the Disadvantage Business Enterprise Name of Bidder (DBE)Firms listed below have been contacted regarding participation on this project.If this bidder is successful on this project and is awarded the contract,it shall assure that subcontracts or supply agreements are executed with those firms where an "Amount to be Applied Towards Goal"is listed.(If necessary,use additional sheet.) ' Column 1 Column 2 * Column 3 Column 4 ** Name of DBE Project Role Description of Work Amount to Certificate Number (Prime,5ubcontractor, be Applied Manufacturer,Regular ' Dealers* Towards Goal 1. M A A 1-: C r i SUIb Cuw��`t�or & r:ca Ca. Luc s.;:r,` t+i T40--$ Afacc;c�C f�y� 3.01.0,363.16 05M 02 M JT_� al <r.s A%,*JJEge S f 3. o a i f 54bGa� ly � a� a8338S.SO 1 f Y- r M' T310119 Cf�^r✓frJ1�/CiG�1y' "Clr 1K5 �{h6r�i D n a'7 ,5Q4 a a 6. 5 / 7. 8. 9 10. p0 Disadvantage Business Enterprise Subcontracting Goal: { d /o DBE Total$ 3 3(0 8,(p�r. Box 2 Box 3 * Regular Dealer status must be approved prior to bid submittal by the Office of Equal Opportunity,Wash.State Dept.of Transportation,on each contract ** See the section"Counting DBE Participation Toward Meeting the Goal"in the Contract Document. *** The Contracting Agency will utilize this amount to determine whether or not the bidder has met the goal.In the event of an arithmetic difference between this total and the sum of the individual amounts listed above, then the sum of the amounts listed shall prevail and the total will be revised accordingly. Participation in excess of the goal amount will be considered voluntary or race-neutral participation. DOT Furrn 272-056A EF,07/2011 Rainier Avenue S(SR 167)-S Grady Way to S 2nd St Disadvantaged Business Enterprise Utilization Certification November 2011 [age 36 Local Agency Disadvantaged Business Enterprise Utilization Certification 'rovided to Builders Exchange of WA. Inc. For usaae Conditions Aareement see www.bxwa.com-Always Verifv Sc-ale Dec. 20. 2011 12:09PM No. 0402 P. 2/2 Local Agency Disadvantaged Business Knterprise (DB.g) Written Con(emation Document As an authorized representative of the Disadvantaged Business Enterprise(DBE),I confirm that we I have-been contacted by the referenced bidder With regard tb the refmrtced project and if the bidder is awarded the Contract we vrlll enter into an agreement with the bidder to participate In the project consistent with ft information provided in the bidder's Disadvantaged Business Enterprise IUtil¢ntion Certification cot,traotTlHC- Rainier Ave S - S Grady Way to S 2nd St Bidder's�USPt,ess iaalr c - � e y C C i/Cj r u g DBEs Business Name: Amaya Electric 1 0136SNP UTs: � C nBErsTith: Estimator/PM Date' 12/20/2011 -me entries niusl be conalstent with Whal Is shown on file blddeee Disadvantaged Business Eritsipdw Utf?ation cerNntion. Failure to do so well result fn bid rejeotlon, see contract pro*lon; D[sdvanfaOd Busrrrass Enterprise Conde fon otAward PallkWtion_ I Dearlip6onofWak �Q r;C� CCHt /AC�rT�, L C�,.�:..c �c,tis AyaG ed •titSiylam( ' sy1 �tiS , I tlttiAiw4�•a�r t/ Ab rffthl akd II raj)t ��sf t S.p. Amount lobe Appti ed Towards Goal_ k 3,6[p n '3 B 3_/A I DOT wmcxra.►,AEF ornau ltalnle,Ayenu2S(SR 167),S Grady Way toy Ind St Disadvantaged Business Enterprise Utilization Certification November 2011 Page 37 Local Agency Disadvantaged Business E=nterprise(D8E)Written Confirmation Document Prodded to Builders aghange of WA,Inc.For usage Conditions Agreement see wvvw.bxwa.com-Always Verify Scale I DEC/21/2011AVED 12:09 PM J HARPER CONTRACTORS FAX No. 425 413 8337 P. 002 ' Local Agency Disadvantaged 13.UsineSS -Enterprise (DBE) Written Conflrmaticm Document LAs an at ftdzed Wre$ent ve otaj�.asqdvarrtagW 8ctsiless Etrta MSe(Mq.I confirm Ur wp have been contsctee by the retereticed bBUQ f wM re_wd to t w fefawced project*Ad if the bidder ' is arrardea the contract vie win enter oft an agrEmml wig,The v4der to participate Jn the pro jec( con';i5 MI'Nith the inlommtion prUVOW(tithe WdCWs l]isadvanraoeo Ent2mrise Ulur ' Ca trm*T-dk: e►i ,ov,.; J. Harper Contractors, Inc. DOn thrsimmwvfwnw, J- Harper Contractors, Inc. _ DEES.ig.aW": ��..f Stan Kawamoto EW.Ti6f .President oarw 12-21-2011 The entries mw be canstetent ym+what ism an rtwe t idderc t]aadvwtsged 8i*inezkt Enterprise Uffaation Certna3bon. Falkire to do$0 WRI r&ott in Fad rejec5w. See contrsq prav"V: Uisavanrajx9dBtawlessr~ntopnseCox%� ofAwwdParFiW Fprr- De*cYiption of Work: �ra/nt to be Appt�ed Tnurprds GoeL�•�7��.,�'jTf� sR - er'Vil RaiMer Avenue S(SR 1s7)-S Grady VVay ro S 2ntl 52 pil,ad,Anta Hid BvSiness frnerpi5e UCiliYmipn Ctrry:ryt;rn� Nbvem�,n 731 Page 37 Local Agency Disadvantaged$usin&ss prnerprise(DeE)Written Confirmation Document Z00-d trove £sti 9Z$ KOT.LOABLSHOD PITT t t):t t 1 t�1£ T -'✓.1J IL/L I/LV I i iv:za rnn 3bUUVOVzU4 UUT WEST LANDSCAPE 16003/003 I I Local Agency Disadvantaged Business Enterprise (DB;E) Written Confirmation Document As an auMfizad Wnaaer Mva of tote 019advat waged Bualnm twnterpr(ae wsa i caria n ftt we have boon cmtacted by Me referenced bidder with regard to the•reftrenced projed and ifttte bidder I is awarded fib Ct?ntr8d*a WiD enter ft art agraement with-the bidder to pmt6pete in ttre project Mont W th the informathn provided In the b(ddet's Dis2dywitagad&151MU Estsnnrise lJtl(IzaaWn t eMCaWn Contract Tiger '� r P tad p S . and r � S M"d %SUOINN Nam ��Q_�G./►,S4 n C u G V cwt;w� JL� r DRE oBLIS T r t 1 17ie errraiss roust be mrmkftntwM%V tat ft efwwn on the bidder"9 Drsada rafted Susinses En*fpA"UttttWM CertihcstiorL ENtUre to do 90 truth mwlt in bid rejection. see canbar3 pnNi:forr; 01t9overneye�8irsdn+ess Entaq„rse candmor►olA�rii F.arHr�p��. II Ckwaipfm of Worts, C C'. L✓/;4 ar"0., n f f��c f'o� Anwtutt to be nap►W Tcwwdg ooa(-4 3 o 9p S I IRainier Avenue S(SR 1671•S Grady way to S 2nd st Disadvantaged Business Enterprise Utilaation Caruhution November 2011 C v <9 rL Proposal — Signature Page ' By signing below, Bidder acknowledges receipt and understanding of the following Addenda to the Bid Documents: Addendum Addendum No. No. Date of Receipt Date of Receipt 1 If -- Ia--- k" 3 // 2 Id - Ite - � 4 ' NOTE: Failure to acknowledge receipt of Addenda may be considered as an irregularity in the Bid Proposal and Owner reserves the right to determine whether the bid will be disqualified. ' By signing below, Bidder certifies that: 1. Bidder has reviewed the insurance provisions of the Bid Documents and will provide the required coverage. 2. Bidder expressly agrees to all provisions of the WSDOT/APWA Standard Specifications for Road Bridge and Municipal Construction (2010)and as modified in the Bid Documents, including all indemnity provisions and Title 51 waiver of immunity for workplace injuries contained in General Requirements Section 1-07.14. The Surety Company which will furnish the required Contract Bond is �C<Lcy 640`^j' of y12 Ho��x ►i3�� Jroe,��s��,��)�� b�96O ' (Name) (Address) Bidder: 04 Sr kd�J 4r),J cri Signature of Authorized Official: ("-A /t,/ Printed Name and Title: �7Tt-� (f f wtf, Address: gC* bw/Z$Zr5 )(Z7= bj,a 1832j Circle One: Individual/Partnership/Joint Venture/ State of Incorporation: t/lJ Corporation Phone No.:(- Date: t 66 q - 6Q� r ) ��! This address and phone number is the one to which all communications regarding this proposal should be sent. Rainier Avenue S(SR 167)-S Grady Way to S 2nd St Proposal-Signature Page November ZOl l gage 38 Proposal-Signature Page provided to Builders Exchange of WA, Inc. For usage Conditions Agreement see www.bxwa.com-Always Verify Scale City of Renton Business License# �4 WA State Contractor's Registration# 04;4.00( `tScf k UBI# (obZ`fi r1?14 Industrial Insurance Account# C6_4 3 757 -0 3 Employment Security Department# 30( 3&1& 00 State Excise Tax Registration# (off Z y g g g Z g DUNS# 7 `l 7 , NOTES: , 1. If the Bidder is a co-partnership, give firm name under which business is transacted; proposal must be executed by a partner. If the Bidder is a corporation,proposal must be executed in the corporate name by the president or vice-president(or any other corporate officer accompanied by evidence of authority to sign). 2. A bid must be received on all items. If any unit prices or extensions are left blank, they will be entered as$0- , no charge II 1 Rainier Avenue S(SR 167)-S Grady Way to S 2nd St Proposal-Signature Page November 2011 'age 39 'rovided to Builders Exchange of WA, Inc. For usage Conditions Agreement see www.bxwa.com-Always Verifv Scale ATTACHMENT A-1 Subcontractor list Prepared in compliance with RCW 39.30.060 as amended ' To Be Submitted with the Bid Proposal or up to one (1)hour after bids are due Project Name: ko4lp(v_tL AVE-",kE 5C j(o��^ S U py Wf}`/ io �5 Z �3• paajzz� On bids of one million dollars($1,000,000)or more,each Bidder shall list subcontractors for the following categories of work: heating,ventilating, and air conditioning; plumbing(RCW 18.106);and electrical(RCW 19.28). ' Do not list more than one subcontractor for each category. If Bidder is to perform such work itself,so state. Failure to submit names of subcontractors,or of Bidder to name itself,will render the bid void. The requirement to name the prime contract bidder's proposed HVAC, plumbing and electrical subcontractors applies only to ' proposed HVAC,plumbing,and electrical subcontractors who will contract directly with the prime contract bidder submitting the bid to the public entity. The successful Bidder must have the written permission of the Owner to make any change to this list. ' Percent of total bid to be performed by Bidder ( b If no subcontractor is listed below,the bidder acknowledges that it does not intend to use any subcontractor to perform those items of work. ' Subcontractor Name QM e L�tr t Work to be Performed ii M 4 fr. tC S+� {1rG { f l r t f Age C" Acd "✓ Percent of Total Bid Subcontractor Name Work to be Performed Percent of Total Bid Subcontractor Name ' Work to be Performed Percent of Total Bid Subcontractor Name Work to be Performed Percent of Total Bid ' Subcontractor Name Work to be Performed Percent of Total Bid Bidder's are notified that in the opinion of the enforcement agency PVC or metal conduit,junction boxes,etc.are considered electrical equipment and must be installed by a licensed electrical contractor,even if the installation is for future use and no wiring or electric current is connected during the project.A licensed electrical contractor must be listed to perform the work. Rainier Avenue S(SR 167)-S Grady Way to S 2nd St Proposal-Signature Page November 2011 ATTACHMENT A-1 age 22 Attachament A-1 -Subcontractor List rovided to Builders Exchange of WA, Inc. For usage Conditions Agreement see www.bxwa.com-Always Verify Scale ATTACHMENT A-1 I warrant that the above information is complete and accurate to the best of my knowledge. ' Name of Bidder � I Signature of Authorized Official 1 i 1 1 1 1 1 i 1 . Rainier Avenue S(SR 167)-S Grady Way to S 2nd St Proposal-Signature Page November 2011 ATTACH ME NT A-1 Page 23 ' Provided to Builders Exchange of WA, Inc. For usage Conditions Agreement see www.bxwa.com-Always Verify Scale I ' BID SECURITY ' Bid Deposit:The undersigned Principal hereby deposits a Bid Deposit with the City of Renton in the form of a certified or cashier's check, or postal money order in the amount of _dollars($ ; OR Bid Bond The undersigned, Johansen Excavating Inc. (Principal), and .Berkley Regional Insurance Company (Surety), are held and firmly bound unto the City of ' Renton (Owner) in the penal sum of dollars ($ 5% of Bid Amount , which for the payment of Which Principal and Surety bind themselves, their heirs,executors, administrators,successors and assigns,jointly and severally. The liability of Surety ' under this Bid Bond shall be limited to the penal sum of this Bid Bond. Conditions: The Bid Deposit or Bid Bond shall be an amount not less than five percent(5%) of the total bid, including sales tax and is submitted by Principal to Owner in connection with a Proposal for Rainier ' Avenue S 1SR 167)-S Grady Way to S 2nd St., Protect No. CAG-11-192, according to the terms of the Proposal and Bid Documents, said bid-and proposal, by reference thereto, being made a part hereof. Now therefore, a. If the Proposal is rejected by Owner;or b. If the Proposal by said principal be accepted, and the contract be awarded to said principal and saidPrincipal shall duly make and enter into an Agreement with Owner in accordance with the terms of the Proposal and shall furnish a bond for the faithful performance of said Project and for the payment of all persons performing labor or furnishing materials in connection therewith, with Surety or Sureties approved by Owner, within a period of twenty (20) days from and after said ' award,exclusive of the day of such award, then this Bid Security shall be released; otherwise it shall remain in full force and effect and Principal shall forfeit the Bid Deposit or Surety shall immediately pay and forfeit to Owner the amount of the Bid Bond,as penalty and liquidated damages. The obligations of Surety and its Bid Bond shall be in no way impaired or affected by any extension of time within which Owner may accept bids;and Surety does hereby waive notice of any such extension. ' Signed and da ed Za 21st day.of .Decernber 20 11 hanse x tin I nc_. Berkley Regional Insurance Company, ' P incipal Surety Signature of Authorized Official Signature of Authorized Official By .Brady Moriarty Title Attorney in Fact(Attach Power ofAttorney) Name,address, and phone no.of local Pro el Insurance office of agent and/or Surety Company: 1201. Pacific.Ave. Suite 1000 Tacoma, WA -984-02- 4.321 Surety companies executing bonds must appear on the current Authorized Insurance List in the State of Washington per Section 1-02.7 of the Standard Specifications. ' Rainier Avenue S(SR 167)-S Grady Way to S 2nd St Bid Security November 2011 Page 42 Bid Security ' Provided to Builders Exchange of WA, Inc.For usage Conditions Agreement see www.bxwa.com-Always Verify Scale ' POWER OF A'TT'ORNEY No. 1220e BERKLEY REGIONAL INSURANCE COMPANY WILMINGTON,DELAWARE ' NOTICE: The warning found elsewhere in this Power of Attorney affects the validity thereof. Please review carefully. KNOW ALL MEN BY THESE PRESENTS, that BERKLEY REGIONAL INSURANCE COMPANY (the "Company"), a corporation duly organized and existing under the laws of the State of Delaware, having its principal office in Urbandale, Iowa, has made constituted and appointed, and does b these resents make constitute and appoint:Karen Swanson Anne E. Strieb PP � Y P � PP � y, Julie R. Truitt,Peggy A. Firth,Eric Zimmerman,Brent E. Heilesen, Jennifer Snyder, Christopher Kinyon,Brady Moriarty or ,Jamie Diemer of Propel Insurance of Tacoma, WA its true and lawful Attorney-in-Fact, to sign its name as surety only as delineated below and to execute, seal, acknowledge and deliver any and all bonds and undertakings, with the exception of Financial Guaranty Insurance, providing that no single obligation shall exceed Fifty Million and 00/100 U.S. Dollars 1 = (U.S.$50,000,000.00), to the same extent as if such bonds had been duly executed and acknowledged by the regularly elected officers of the Company at its principal office in their own proper persons. J This Power of Attorney shall be construed and enforced in accordance with, and governed by,the laws of the State of Delaware, Jwithout giving effect to the principles of conflicts of laws thereof. This Power of Attorney is granted pursuant to the following I resolutions which were duly and validly adopted at a meeting of the Board of Directors of the Company held on August 21,2000: � J "RESOLVED,that the proper officers of the Company are hereby authorized to execute powers of attorney authorizing and qualifying the attorney-in-fact named therein to execute bonds, undertakings, recognizances, or other suretyship obligations on behalf of the Company,and to affix the corporate seal of the Company to powers of attorney executed pursuant hereto; and further RESOLVED,that such power of attorney limits the acts of those named therein to the bonds, undertakings, recognizances, ' r or other suretyship obligations specifically named therein, and they have no authority to bind the Company except in the r manner and to the extent therein stated;and further RESOLVED, that such power of attorney revokes all previous powers issued on behalf of the attomey-in-fact named; and further RESOLVED, that the signature of any authorized officer and the seal of the Company may be affixed by facsimile to any power of attorney or certification thereof authorizing the execution and delivery of any bond,undertaking, recognizance, or r = other suretyship obligation of the Company;and such signature and seal when so used shall have the same force and effect as though manually affixed. The Company may continue to use for the purposes herein stated the facsimile signature of any person or persons who shall have been such officer or officers of the Company, notwithstanding the fact that they may hav ceased to be such at the time when such instruments shall be issued." 'r r IN WITNESS WHEREOF, the Company has caused these presents to be signed and attested by its appropriate officers and its = = corporate seal hereunto affixed this $ day ofJV 2011. Attest: / Berkley Regional Insurance Company (Seal) By By Ira S.Lederman J Ha e Senior Vice President&Secretary e o ice President r WARNING: THIS POWER INVALID IF NOT PRINTED ON BLUE"BERKLEY"SECURITY PAPER. STATE OF CONNECTICUT) ss: COUNTY OF FAIRFIELD ) Sworn to before me,a Notary Public in the State of Connecticut,this Z_e day of AJOZk-- J? ,2011,by Jeffrey M. Hafter and t _ Ira S.Lederman who are sworn to me to be the Senior Vice President,and the Senior Vice President and Secretary,respectively,of Berkley Regional Insurance Company. EILEEN KILLEEN NOTARY PUBLgC ' MY COMMISSION EXPIRES JUM30,2092 Notary Public,State of Connecticut CERTIFICATE 7 := I, the undersigned, Assistant Secretary of BERKLEY REGIONAL INSURANCE COMPANY, DO HEREBY CERTIFY that the v foregoing is a true, correct and complete copy of the original Power of Attorney;that said Power of Attorney has not been revoked or rescinded and that the authority of the Attomey-in-Fact set forth therein, who executed the bond or undertaking to which this _ Power of Attorney is attached,is in full force and effect as of this date. Given under my hand and seal of the Company,this 215r day of L)<« t Z r ' (Seal) Andrew eTQuma Instructions for Inquiries and Notices Under the Bond Attached to This PoNver ' Berkley Surety Group, LLC is the affiliated underwriting manager for the surety business of: Acadia Insurance ' Company, Berkley Insurance Company, Berkley Regional Insurance Company, Carolina Casualts insurance Company, Union Standard Insurance Company, Continental NVestern Insurance Company, and Union Insurance Company. To verify the authenticity of the bond, please call (866) 768-3534 or email BSGInquiry(a_berkleysuraN.com Any iNritten notices, inquiries, claims or demands to the surety on the bond to �Nhich this Rider is attached ' should be directed to: Berkley Sureh Group, LLC ' 412 .7,N9ount Kemble Avenue Suite 310\ Morristown, NJ 07960 ;attention: Surety Claims Department Or ' email 13SGCIahn r berkleysurety.com Please include with all notices the bond number and the name of the principal on the bond. Where a claim is being asserted, please set forth generally the basis orthe claim. In the case of a payment or performance bond. please identify the project to which the bond pertains. City of Renton Contract Provisions for Rainier Avenue S(SR 167)-S Grady Way to S 2nd St Project ' IV.AGREEMENT FORMS 1 ' AGREEMENT . a CONTRACT NO. CAG-11-192 THIS AGREEMENT, made and entered into this day of 20 ( 2. by and between THE CITY OF RENTON, Washington, a municipal corporation of the State of Washington, hereinafter referred to as "City" and .�or+,1�j "t:„SSc , hereinafter referred to as ' "Contractor." Now,therefore the parties agree as follows: 1. Agreement. This agreement consists of all parts as defined in Section 1-04.2 of the Washington State Department of Transportation, Standard Specifications for Road Bridge and Municipal Construction, 2010 and as'amended in Special Provisions of the Contract Provisions.. 2. Project. Contractor shall complete all work and furnish all labor, tools, materials, and equipment for the project entitled Rainier Avenue S (SR 167), S Grady Way to S 2nd St Project, Project No. CAG-11- 192 including all changes to the Work and force account work, in accordance with the Contract Documents, as described in Section 1-04.2 of the Special Provisions. 3. Payments. City shall pay Contractor at the unit and lump sum prices, and by force account as specified in the Proposal according to the Contract Documents as to time, manner, and condition of ' payment. The payments to Contractor include the costs for all labor, tools, materials and equipment for the Work. . 4. Completion Date. Contract time shall commence upon City's Notice to Proceed to Contractor. The Work under this Agreement shall be completed within the time specified in the Proposal. If the Physical Work under this Agreement is not completed within the time specified, Contractor shall pay liquidated damages and all engineering inspection and supervision costs to City as specified in the Proposal. ' S. Attorney's Fees. In the event litigation is commenced to enforce this Agreement, the prevailing party shall be entitled to recover its costs, including reasonable attorney's and expert witness fees. i 6. Disclaimer. No liability of Contractor shall attach to City by reason of entering into this Agreement, except as expressly,provided in this Agreement. ' 7. Counterparts. This Agreement is executed in two (2) identical counterparts, by the parties, each of which shall for all purposes be deemed an original. I ' Page 1 of 2 Rainier Avenue S(SR 167)—S Grady Way to S 2nd St Agreement IN WITNESS WHERE h ' OF,the City has caused these presents to be signed by Its Mayor and attested by Its City Clerk and the Contractor has hereunto set his hand and seal the day and year first above-written. CO TRACTO ` CITY OF RENTON OE residen Partner/Owner Denis Law, Mayor , 0ii, ATTEST Secretary Bonnie I . Walton, City Clerk ' d/b/a obi, s��J C�c CAV4—; 1 (Firm Name) check one � � ) ' O -Individual O Partnership Corporation Incorporated in W� It�e.-rv/�> Address for giving notices: Address forgiving notices: ' S-c4e-LEy _ A—99321 Attention: If business is a CORPORATION,the name of the corporation should be listed in full and both the President and Secretary must sign the contract. ' OR,if one signature is permitted by corporation by-laws,a copy of the by-laws shall be furnished to the City and made a part of the contract document. If the business is a PARTNERSHIP,the full name of each partner should be listed followed by d/b/a(doing business as)and firm or trade name. , Any one partner may sign the contract. If the business is an INDIVIDUAL PROPRIETORSHIP,the name of the owner should appear followed by d/b/a and name of the company. II 4^. � H t Page 2 of 2 Rainier Avenue S(SR 167)—S Grady Way to S 2nd St Agreement , 1 ` Bond No. 0162696 CQIITR/XCT BC71113 T�THE�ITI(OF REfVTON KNc�w AtlMEf�I 131'THfS PRES�PII'S Thatwe,the undersigned . Johansen Excavating,, Inc. as;'pnnc)paf, 811d,Berkley..Regional Insurance Company Corpo tton d 01,2, d and,eztO)n under the laws C+ the State of` Delaware.. a5 a.st�r^ -WOf})oratiftn an f qualrfwed and f the; faws of the Mate of t ash�ri on to CO.",a S1.1 e ;+ upon b 0 �f 1antraetars with ut icip :l c ratapps,as surety a e jcainU, and Wvera[ly`held artd f xy bound 4O the tty at Renton)n the penal StlrSt pf `.Sixteen.Million Thirty.Two Thousand*.... fob t}C payme t.. q. i4-v i .;_um on d'emom� 1 e Ind o%+r setves and our'>successors, "irs,adrra)n�strators-or person represe>ita#tves,.as tfie case n]3y be> *Seven Hundred Seventy Two Dollars and 44/100 ($16,032,772.44) This,"bl"ai tt�n is er}tered`ptc+p'�rrsu nt; o the Statutes Of the State of Wash`,ngton;tf e Ordinance of#hp City of Rem ori> Dated at. Tacoma , as41h, orr„tFtjS_: .. 2.9th._. day of:, February Nevertheffess,tie-cOtld�tions of te.abo�e obtigatton ire such-that WF{;EREAS under artd pt� su r t4 PLiblit Works Canstr chop-An#r 1 13 1 2 rov�dit g for cpnstructian f-', ROM1er Avenue s isl l_, ->5�rady�Ka"y fv S•2nd St.Rroiect the Pnn pai has accepted,or is:abbut toCepts the cohtract,and rindertaCe to perfarm"the wsrtr tf erein prouittedfor in: the tnarfnet and irir)thin the tl7ne;set forth;; NC:1N, THEftI fdRE,thNS P;erf orinance and Payrtent_Bo0454f,be satisfied;and reteased only upOn the: Canditinn that Pr.'rnclpat • Pafthf liy;perforrns afl px"QVisrOn:xOf:the Co:r tract and changes authorized by iJwrter tn.'the manner and wth)n the#�r specif)eci as rraay be°eztended: rader tie COrtract Bays ill laborers,to chanrts stlbconiractors,3oyrel"tier st bcontractots,rrjaterra`persons,and” 11, ther:;persons ar agent who;supply labors eggapment,or matena'Is to,h; Protect; • fide rr nifies:arid hOlcts wrier,its Off)cers,-end agents harmtess from and against-all claim ,tiabilkles causes of action,dat ages:and costs for such:payrnents:for,ab4r equipment,a d materials by satisfy ngNalI d dem ands rrtcurfed.under the Contract,and relmburs)ng and paying Ow,nQr 'all exi,ens s-tha#Owner may tnctir''.in makrnggood:any clefault�by Prrnc pal,:and •' laden nifles.anii 17.olds C3vrner Tess"from all claims,ti8ibilities causes of action,dzn ages arid. Gist nc�udi rig property damages;and persona!)n j i�res,,res ulting f ro m.any ziefct appea n ng o.r devefoprng�n 66,m fgr�I'-11 pro4uide'rl or workmanskip perfrmed"under the Contract, Pays;all taxes nc. rred on sal {contract undertrt 5.a.d 5i Revised Code of`1tVashington 1ftGW). and a,il:taxes i"rrtposet 011 the:Pnrjcijale-uirder Ti#1e87 RCW- The mde[n.nEties tt3 0w6'er ..., elso inure to•the benefit afthe Consulting;Coganeer-s dncl-. ,h' :design: profes5iohoN retained k y Owoe h.tone CtitirY.nra#h the Pro�.ect. (Vo;change;extefs)on of:time,altratoiY,Or edd)t)on.to the terms;df`the Contractr to!fie Work to fie performed; under the Contract :shall irj;any way affect,Surety's obligation-:on the Perfor>nance'Bond: Surety herefy waives-notice,of any change;exter"sior of tirrie ,alteration,nr add)tirn#o#`he>terrns of the Aa ter,Avertue5(SEi15'I-s GtadyWayta52ndSt Bond totheE�ty;pfiRenton: Noyembdr 2011: Dage 46 Contract Bond ::>rnvidPd to Builders Exchanae of WA. Inc. For usaqe Conditions Aqreement see www.bxwa.com-Always Verify Scale Bond No. 0162696 ;�ac th"�1ltis u+± hXtettaat S"N'th,O',aWb66 itii i€ e % r Cte 1seX% d Icy: ortiZ ent pent. ` : �. a ,f r od�f� aLrb c is g <%cr ass f e,to a avp*ta ! VA 040 *P t*k �W� �bJ gat vi d �#.` F erf rn r min S n 1 s#al�,Out fie,:y i��eas�ire a Irke� utit ff A s°' omerrt 'Th1k,ti wal abod 0 b St ' €t be kr 1t . 17l�lfx4t�fFl :trireietrstirifr 1ntt eurPrt ,,Joh4D--,,erj ExAvatinq, Inc Berkley Insurance Company,„, .._... uie -. . ...... .. __........_ vi LAS �G71�C�1J� Brady Moriarty, Attorney-In-Fact Iar aid address o cad Propel . Insurance. :ag,$ # I7 12..-01..._Pacific.......,Ame,.........Suite. 1.00..0_........ ..-Ta.c.oma..........WA.......9.8..4.02..-.432.1......._.._....._._.._............................__. _....:. Sre �panrese�inb»nc rss?pprr nnernttTrz t»srrance�tfsrr e�sw#e #1/»s..hr»gti» Iariuer�Fvenu5( R b7 5 Grad,�xWay ta5 `5t Bond,to.the Giy of}eryfon= NmM rr7 f16 'age 47 L............... A1........-\/...:f..C....l.. 1 No. 1220e POWER OF ATTORNEY BERKLEY REGIONAL INSURANCE COMPANY WILMINGTON,DELAWARE NOTICE: The warning found elsewhere in this Power of Attorney affects the validity thereof. Please review carefully. 7� KNOW ALL MEN BY THESE PRESENTS, that BERKLEY REGIONAL INSURANCE COMPANY (the "Company"), a r. corporation duly organized and existing under the laws of the State of Delaware, having its principal office in Urbandale, Iowa, n has made, constituted and appointed, and does by these presents make, constitute and appoint: Karen Swanson,Anne E. Strieby, Julie R. Truitt,Peggy A. Firth, Eric Zimmerman,Brent E. Heilesen, Jennifer Snyder, Christopher Kinyon,Brady Moriarty or Jamie Diemer of Propel Insurance of Tacoma, WA its true and lawful Attorney-in-Fact, to sign its name as surety only as delineated below and to execute, seal, acknowledge and deliver any and all bonds and undertakings, with the exception of Financial Guaranty Insurance, providing that no single obligation shall exceed Fifty Million and 00/100 U.S. Dollars (U.S.$50,000,000.00), to the same extent as if such bonds had been duly executed and acknowledged by the regularly elected officers of the Company at its principal office in their own proper persons. °3 .o This Power of Attorney shall be construed and enforced in accordance with, and governed by, the laws of the State of Delaware, .o -11 without giving effect to the principles of conflicts of laws thereof. This Power of Attorney is granted pursuant to the following .T resolutions which were duly and validly adopted at a meeting of the Board of Directors of the Company held on August 21,2000: "RESOLVED,that the proper officers of the Company are hereby authorized to execute powers of attorney authorizing and qualifying the attorney-in-fact named therein to execute bonds, undertakings, recognizances, or other suretyship obligations o on behalf of the Company,and to affix the corporate seal of the Company to powers of attorney executed pursuant hereto; and further 0 o RESOLVED, that such power of attorney limits the acts of those named therein to the bonds, undertakings, recognizances, R or other suretyship obligations specifically named therein, and they have no authority to bind the Company except in the manner and to the extent therein stated;and further RESOLVED, that such power of attorney revokes all previous powers issued on behalf of the attorney-in-fact named; and further RESOLVED, that the signature of any authorized officer and the seal of the Company may be affixed by facsimile to any o power of attorney or certification thereof authorizing the execution and delivery of any bond, undertaking, recognizance, or Q other suretyship obligation of the Company;and such signature and seal when so used shall have the same force and effect as 3 though manually affixed. The Company may continue to use for the purposes herein stated the facsimile signature of any person or persons who shall have been such officer or officers of the Company, notwithstanding the fact that they may hav ' ceased to be such at the time when such instruments shall be issued." 0 IN WITNESS WHEREOF, the Company has caused these presents to be signed and attested by its appropriate officers and its ocorporate seal hereunto affixed this�b day ofJV 2011. o Attest: / Berkley Regional Insurance Company (Seal) By By 0 H Ira S.Lederman (jetolice Ha e Senior Vice President&Secretary President WARNING: THIS POWER INVALID IF NOT PRINTED ON BLUE"BERKLEY"SECURITY PAPER. o STATE OF CONNECTICUT) ss: o COUNTY OF FAIRFIELD ) N y0 o Sworn to before me,a Notary Public in the State of Connecticut,this/S day of_�l1Z. ,2011,by Jeffrey M.Hafter and moo, Ira S. Lederman who are sworn to me to be the Senior Vice President,and the Senior Vice President and Secretary,respectively, of 't� Berkley Regional Insurance Company. EILEEN KILLEEN NOTARY PVBLIC d o MIPCOMMISSION EXPIRES JUNE 30,2012 Notary Public, State of Connecticut CERTIFICATE I, the undersigned, Assistant Secretary of BERKLEY REGIONAL INSURANCE COMPANY, DO HEREBY CERTIFY that the foregoing is a true, correct and complete copy of the original Power of Attorney;that said Power of Attorney has not been revoked 3 ; or rescinded and that the authority of the Attorney-in-Fact set forth therein, who executed the bond or undertaking to which this Power of Attorney s attached,is in full force and effect as of this date. Y r Given under my hand and seal of the Company,this Z9x day of A Zes t z (Seal) Andrew K1. Tuma Instructions for Inquiries and Notices Under the Bond Attached to This Power Berkley Surety Group,LLC is the affiliated underwriting manager for the surety business of: Acadia Insurance Company,Berkley Insurance Company, Berkley Regional Insurance Company, Carolina Casualty Insurance Company,Union Standard Insurance Company, Continental Western Insurance Company, and Union Insurance Company. To verify the authenticity of the bond,please call(866) 768-3534 or email BSGInquiry @berkleysurety.com Any written notices,inquiries, claims or demands to the surety on the bond to which this Rider is attached should be directed to: Berkley Surety Group,LLC 412 Mount Kemble Avenue Suite 310N Morristown,NJ 07960 Attention: Surety Claims Department Or email BSGClaim @berkleysurety.com Please include with all notices the bond number and the name of the principal on the bond.Where a claim is being asserted,please set forth generally the basis of the claim. In the case of a payment or performance bond, please identify the project to which the bond pertains. y _ .J CONTRACTOR AINAGE BOND OF C O RELEASE O F RET Bond No. 0162697 KNOW ALL MEN BY THESE PRESENTS:That we Johansen Excavating Inc (hereinafter called Principal),and Berkley Regional Insurance Company a corporation organized and doing business under and by virtue of the laws of the state of Delaware and dul y licensed for the purpose of making,guaranteeing or becoming sole surety upon bonds or undertakings required and authorized by the Stat e of Washington,on,Ch a reinafte r calle d Surety), y ), as Surety,are held firmly bound unto Ctry of Renton ereinaft er called Obligee In the just and full stun of Seven Hundred Twenty Five Thousand Four Hundred Eighty Two` ($725,482.95 )plus 5%of any increases in the contract amount that have occurred or may occur,due to change orders,increases in the quantities or the addition of any new item of work *Dollars and 95/100 THE CONDITIONS OF THIS OBIGATION ARE SUCH THAT,Whereas,the said Principal on the day of entered into a written contract with the said 0 g bli ee for Rainier Avenue S SR 167 -S�Grad Wa to S 2nd St.,Project No.CAG-11-192 hereof b reference. art h and made a Y which said contract is hereby referred to p � e named Principal has requested release l WHEREAS Pursuant to Chapter 6Q._8 RCW,the above P of retained percentage earned or which may be earned under said contract,and, WHEREAS,the obligee is willing to release retained percentage in advance of contract terms relating to payment provided the principal shall file bond to indemnify the obligee for all loss, cost or damages which the obligee may sustain by reason of payment of retainage to the principal,which bond shall be subject to all claims and liens in the same manner and same priority as apply to the retainage percentage released,or to be released, NOW,THEREFORE,the condition of this obligation is such that if the principal shall indemnify the obligee for all loss,cost or damages which the obligee may sustain by reason of payment of retained percentage to the principal then this obligation sball be null and void unless otherwise to remain in full force and effect. IN WITNESfa OF,said principal and said Surety have caused these presents to be duly i signed and s 29th day of February , 2012 Johans Exca By: Princip Berkley Regional Insurance Company By: Biudy Moriarty Attorney-in-Fact No. 1220e • `ti POWER OF ATTORNEY BERKLEY REGIONAL INSURANCE COMPANY u WILMINGTON,DELAWARE NOTICE: The warning found elsewhere in this Power of Attorney affects the validity thereof. Please review carefully. L KNOW ALL MEN BY THESE PRESENTS, that BERKLEY REGIONAL INSURANCE COMPANY (the "Company"), a corporation duly organized and existing under the laws of the State of Delaware, having its principal office in Urbandale, Iowa, has made, constituted and appointed,and does by these presents make, constitute and appoint:Karen Swanson,Anne E. Strieby, Julie R. Truitt,Peggy A. Firth,Eric Zimmerman,Brent E. Heilesen, Jennifer Snyder, Christopher Kinyon,Brady Moriarty or Jamie Diemer of Propel Insurance of Tacoma,. WA its true and lawful Attorney-in-Fact, to sign its name as surety only as delineated below and to execute, seal, acknowledge and deliver any and all bonds and undertakings, with the exception of U Financial Guaranty Insurance, providing that no single obligation shall exceed Fifty Million and 00/100 U.S. Dollars (U.S.$50,000,000.00), to the same extent as if such bonds had been duly executed and acknowledged by the regularly elected 21 officers of the Company at its principal office in their own proper persons. U J v This Power of Attorney shall be construed and enforced in accordance with, and governed by,the laws of the State of Delaware, o without giving effect to the principles of conflicts of laws thereof. This Power of Attorney is granted pursuant to the following resolutions which were duly and validly adopted at a meeting of the Board of Directors of the Company held on August 21,2000: "RESOLVED,that the proper officers of the Company are hereby authorized to execute powers of attorney authorizing and r > qualifying the attorney-in-fact named therein to execute bonds, undertakings, recognizances, or other suretyship obligations on behalf of the Company, and to affix the corporate seal of the Company to powers of attorney executed pursuant hereto; and further o RESOLVED,that such power of attorney limits the acts of those named therein to the bonds, undertakings, recognizances, or other suretyship obligations specifically named therein, and they have no authority to bind the Company except in the manner and to the extent therein stated;and further o RESOLVED, that such power of attorney revokes all previous powers issued on behalf of the attomey-in-fact named; and further RESOLVED, that the signature of any authorized officer and the seal of the Company may be affixed by facsimile to any power of attorney or certification thereof authorizing the execution and delivery of any bond, undertaking, recognizance, or s other suretyship obligation of the Company; and such signature and seal when so used shall have the same force and effect as 3 though manually affixed. The Company may continue to use for the purposes herein stated the facsimile signature of any person or persons who shall have been such officer or officers of the Company, notwithstanding the fact that they may hav - ceased to be such at the time when such instruments shall be issued." s IN WITNESS WHEREOF, the Company has caused these presents to be signed and attested by its appropriate officers and its s corporate seal hereunto affixed this�b day ofJV LrL P �,2.�,2011. c ° n Attest: / Berkley Regional Insurance Company G v U (Seal) By By kVt,—W [-- Ira S.Lederman (jetolice Ha e Senior Vice President&Secretary President :J O WARNING: THIS POWER INVALID IF NOT PRINTED ON BLUE"BERKLEY" SECURITY PAPER. o STATE OF CONNECTICUT) ej ) Ss: o COUNTY OF FAIRFIELD ) Sworn to before me, a Notary Public in the State of Connecticut,this/e day of AJ,07*��,-17,2011,by Jeffrey M.Hafter and - Ira S.Lederman who are sworn to me to be the Senior Vice President,and the Senior Vice President and Secretary,respectively,of Berkley Regional Insurance Company. EILEEN KILLEEN T 7-� 11 NOTARY PUBLIC MAP COMMISSION EXPIRES JUNE 42092 Notary Public, State of Connecticut v CERTIFICATE Z = 1, the undersigned, Assistant Secretary of BERKLEY REGIONAL INSURANCE COMPANY, DO HEREBY CERTIFY that the Z foregoing is a true, correct and complete copy of the original Power of Attorney;that said Power of Attorney has not been revoked E or rescinded and that the authority of the Attorney-in-Fact set forth therein, who executed the bond or undertaking to which this 3 J Power of Attorney is attached,is in full force and effect as of this date. Given under my hand and seal of the Company,this 0Ae-day of ,(L . (Seal) Andrew .Tuma _ J Instructions for Inquiries and Notices Under the Bond attached to This Power Berkley Surety Group, LLC is the affiliated underwriting manager-for the surety business of: Acadia Insurance Company, Berkley Insurance Company, Berkley Regional Insurance Company, Carolina Casualty Insurance Company, Union Standard Insurance Company, Continental Western Insurance Company, and Union Insurance Company. To verify the authenticity of the bond, please call (866) 768-3534 or email BSGlnquir}7 a berkleystrrety.co►,n Any written notices, inquiries, claims or demands to the surety on the bond to which this Rider is attached should be directed to: Berkley Surety Group, LLC 412 Mount Kemble Avenue. Suite 31ON Morristown, NJ 07960 Attention: Surety Claims Department Or email BSGClairnClberkleysui,ety.com Please include with all notices the bond number and the name of the principal on the bond. Where a claim is being asserted, please set forth generally the basis of the claim. In the case of a payment or performance bond, please identify the project to which the bond pertains. I i of CITY OF RENTON FAIR PRACTICES POLICY AFFIDAVIT OF COMPLIANCE 0 5 �kcJ�ruJc, �--wC_ hereby confirms and declares that: ' (Name of contractor/subcontractor/consultant) 1. It is the policy of the above-named contractor/subcontractor/consultant,to offer equal opportunity to all qualified employees and applicants for employment without regard to their race;religion/creed;national origin;ancestry;sex;the presence of a physical sensory, ornamental disability;age over 40;sexual orientation or gender identity;pregnancy;HIV/AIDS and Hepatitas status;use of a guide dog/service animal;marital status; parental/family status; ' military status;or veteran's status. ' II. The above-named contractor/subcontractor/consultant complies with all applicable federal, state and local laws governing non-discrimination in employment. III. When applicable,the above-named contractor/subcontractor/consultant will seek out and negotiate with minority and women contractors for the award of subcontracts. �/�LoZ3 �Ix►k� Print Agent/Representative's Name �- Print Agent/ epres tative's Title Agent/ epresentative's Signature fto� /& 2 ' Date Signed Instructions:This document MUST be completed by each contractor,subcontractor,consultant and/or supplier. Include or attach this documents)with the contract Rainier Avenue S(SR 167)-S Grady Way to S 2nd St Fair Practices Policy Affidavit of Compliance ' November 2011 9 City of Renton Contract Provisions for Rainier Avenue S(SR 167)-S Grady Way to S 2nd St Project V. REQUIRED CONTRACT PROVISIONS FOR FEDERAL-AID CONSTRUCTION CONTRACTS 1 Required Contract Provisions Federal-Aid Construction Contracts FHWA-1273 Electronic Version—March 10, 1994 I. General II. Nondiscrimination III. Nonsegregated Facilities IV. Payment of Predetermined Minimum Wage V. Statements and Payrolls VI. Record of Materials,Supplies,and Labor VII. Subletting or Assigning the Contract VIII. Safety:Accident Prevention ' IX. False Statements Concerning Highway Projects X. Implementation of Clean Air Act and Federal Water Pollution Control Act XI. Certification Regarding Debarment,Suspension Ineligibility,and Voluntary Exclusion XIL Certification Regarding Use of Contract Funds for Lobbying ' Attachments ' A. Employment Preference for Appalachian Contracts(included in Appalachian contracts only) I. GENERAL 1. These contract provisions shall apply to all work performed on the contract by the contractor's own organization and with the assistance of workers under the contractor's immediate superintendence and to all work performed on the contract by piecework,station work,or by subcontract. ' 2. Except as otherwise provided for in each section,the contractor shall insert in each subcontract all of the stipulations contained in these Required Contract Provisions,and further require their inclusion in any lower tier subcontract or purchase order that may in turn be made.The Required Contract Provisions shall not be incorporated by reference in any case.The prime contractor shall be responsible for compliance by ' any subcontractor or lower tier subcontractor with these Required Contract Provisions. 3. A breach of any of the stipulations contained in these Required Contract Provisions shall be sufficient grounds for termination of the contract. 4. A breach of the following clauses of the Required Contract Provisions may also be grounds for debarment as provided in 29 CFR 5.12: • Section I,paragraph 2; • Section IV,paragraphs 1,2,3,4,and 7; • Section V,paragraphs 1 and 2a through 2g. S. Disputes arising out of the labor standards provisions of Section IV(except paragraph 5)and Section V of these Required Contract Provisions shall not be subject to the general disputes clause of this contract. ' Such disputes shall be resolved in accordance with the procedures of the U.S.Department of Labor(DOL) as set forth in 29 CFR 5,6,and 7.Disputes within the meaning of this clause include disputes between the contractor(or any of its subcontractors)and the contracting agency,the DOL,or the contractor's ' employees or their representatives. 6. Selection of Labor:During the performance of this contract,the contractor shall not: a. discriminate against labor from any other State,possession,or territory of the United States(except for employment preference for Appalachian contracts,when applicable,as specified in Attachment A),or b. employ convict labor for any purpose within the limits of the project unless it is labor performed by convicts who are on parole,supervised release,or probation. NONDISCRIMINATION (Applicable to all Federal-aid construction contracts and to all related subcontracts of$10,000 or more.) i Rainier Avenue S(SR 167)-S Grady Way to S 2nd St Required Contract Provisions for Federal Aid Construction Contracts November 2011 i Equal Employment Opportunity:Equal employment opportunity(EEO)requirements not to discriminate and to take affirmative action to assure equal opportunity as set forth under laws,executive orders,rules, regulations(28 CFR 35,29 CFR 1630 and 41 CFR 60)and orders of the Secretary of Labor as modified by the provisions prescribed herein,and imposed pursuant to 23 U.S.C.140 shall constitute the EEO and specific affirmative action standards for the contractor's project activities under this contract.The Equal , Opportunity Construction Contract Specifications set forth under 41 CFR 60-4.3 and the provisions of the American Disabilities Act of 1990(42 U.S.C.12101 et seq.)set forth under 28 CFR 35 and 29 CFR 1630 are incorporated by reference in this contract.In the execution of this contract,the contractor agrees to comply with the following minimum specific requirement activities of EEO: , a. The contractor will work with the State highway agency(SHA)and the Federal Government in carrying out EEO obligations and in their review of his/her activities under the contract. ' b. The contractor will accept as his operating policy the following statement: "It is the policy of this Company to assure that applicants are employed, and that employees are treated ' during employment, without regard to their race, religion, sex, color, national origin, age or disability. Such action shall include: employment, upgrading, demotion, or transfer; recruitment or recruitment advertising;layoff or termination;rates of pay or other forms of compensation;and selection for training, ' including apprenticeship,preapprenticeship,and/or on-the-job training." EEO Officer:The contractor will designate and make known to the SHA contracting officers an EEO Officer who will have the responsibility for and must be capable of effectively administering and promoting an active contractor program of EEO and who must be assigned adequate authority and responsibility to do SO. Dissemination of Policy:All members of the contractor's staff who are authorized to hire,supervise, ' promote,and discharge employees,or who recommend such action,or who are substantially involved in such action,will be made fully cognizant of,and will implement,the contractor's EEO policy and ' contractual responsibilities to provide EEO in each grade and classification of employment.To ensure that the above agreement will be met,the following actions will be taken as a minimum: a. Periodic meetings of supervisory and personnel office employees will be conducted before the start ' of work and then not less often than once every six months,at which time the contractor's EEO policy and its implementation will be reviewed and explained.The meetings will be conducted by the EEO Officer. , b. All new supervisory or personnel office employees will be given a thorough indoctrination by the EEO Officer,covering all major aspects of the contractor's EEO obligations within thirty days following ' their reporting for duty with the contractor. c. All personnel who are engaged in direct recruitment for the project will be instructed by the EEO Officer in the contractor's procedures for locating and hiring minority group employees. ' d. Notices and posters setting forth the contractor's EEO policy will be placed in areas readily accessible to employees,applicants for employment and potential employees. ' e. The contractor's EEO policy and the procedures to implement such policy will be brought to the attention of employees by means of meetings,employee handbooks,or other appropriate means. Recruitment:When advertising for employees,the contractor will include in all advertisements for employees the notation:"An Equal Opportunity Employer."All such advertisements will be placed in Rainier Avenue S(SR 167)-S Grady Way to S 2nd St Required Contract Provisions for Federal Aid Construction Contracts November 2011 ' publications having a large circulation among minority groups in the area from which the project work ' force would normally be derived. a. The contractor will,unless precluded by a valid bargaining agreement,conduct systematic and direct recruitment through public and private employee referral sources likely to yield qualified minority group applicants.To meet this requirement,the contractor will identify sources of potential minority group employees,and establish with such identified sources procedures whereby minority group applicants may be referred to the contractor for employment consideration. ' b. In the event the contractor has a valid bargaining agreement providing for exclusive hiring hall referrals,he is expected to observe the provisions of that agreement to the extent that the system permits the contractor's compliance with EEO contract provisions.(The DOL has held that where implementation of such agreements has the effect of discriminating against minorities or women,or obligates the contractor to do the same,such implementation violates Executive Order 11246,as amended.) ' c. The contractor will encourage his present employees to refer minority group applicants for employment.Information and procedures with regard to referring minority group applicants will be discussed With employees. ' Personnel Actions:Wages,working conditions,and employee benefits shall be established and administered,and personnel actions of every type,including hiring,upgrading,promotion,transfer, ' demotion,layoff,and termination,shall be taken without regard to race,color,religion,sex,national origin,age or disability.The following procedures shall be followed: ' d. The contractor will conduct periodic inspections of project sites to insure that working conditions and employee facilities do not indicate discriminatory treatment of project site personnel. e. The contractor will periodically evaluate the spread of wages paid within each classification to ' determine any evidence of discriminatory wage practices. f. The contractor will periodically review selected personnel actions in depth to determine whether there is evidence of discrimination.Where evidence is found,the contractor will promptly take corrective action.If the review indicates that the discrimination may extend beyond the actions reviewed,such corrective action shall include all affected persons. ' g. The contractor will promptly investigate all complaints of alleged discrimination made to the contractor in connection with his obligations under this contract,will attempt to resolve such complaints,and will take appropriate corrective action within a reasonable time.If the investigation indicates that the discrimination may affect persons other than the complainant,such corrective action shall include such other persons.Upon completion of each investigation,the contractor will inform every complainant of all of his avenues of appeal. ' Training and Promotion: h. The contractor will assist in locating,qualifying,and increasing the skills of minority group and women employees,and applicants for employment. L Consistent with the contractor's work force requirements and as permissible under Federal and State regulations,the contractor shall make full use of training programs,i.e.,apprenticeship,and on-the- job training programs for the geographical area of contract performance.Where feasible,25 percent of apprentices or trainees in each occupation shall be in their first year of apprenticeship or training. Rainier Avenue S(SR 167)-S Grady Way to S 2nd St Required Contract Provisions for Federal Aid Construction Contracts ' November 2011 ill In the event a special provision for training is provided under this contract,this subparagraph will be superseded as indicated in the special provision. ' j. The contractor will advise employees and applicants for employment of available training programs and entrance requirements for each. k. The contractor will periodically review the training and promotion potential of minority group and ' women employees and will encourage eligible employees to apply for such training and promotion. Unions:If the contractor relies in whole or in part upon unions as a source of employees,the contractor , will use his/her best efforts to obtain the cooperation of such unions to increase opportunities for minority groups and women within the unions,and to effect referrals by such unions of minority and , female employees.Actions by the contractor either directly or through a contractor's association acting as agent will include the procedures set forth below. a. The contractor will use best efforts to develop,in cooperation with the unions,joint training , programs aimed toward qualifying more minority group members and women for membership in the unions and increasing the skills of minority group employees and women so that they may qualify for higher paying employment. , b. The contractor will use best efforts to incorporate an EEO clause into each union agreement to the end that such union will be contractually bound to refer applicants without regard to their race,color, religion,sex,national origin,age or disability. ' c. The contractor is to obtain information as to the referral practices and policies of the labor union except that to the extent such information is within the exclusive possession of the labor union and ' such labor union refuses to furnish such information to the contractor,the contractor shall so certify to the SHA and shall set forth what efforts have been made to obtain such information. d. In the event the union is unable to provide the contractor with a reasonable flow of minority and ' women referrals within the time limit set forth in the collective bargaining agreement,the contractor will,through independent recruitment efforts,fill the employment vacancies without regard to race, color,religion,sex,national origin,age or disability;making full efforts to obtain qualified and/or ' qualifiable minority group persons and women.(The DOL has held that it shall be no excuse that the union with which the contractor has a collective bargaining agreement providing for exclusive referral failed to refer minority employees.)In the event the union referral practice prevents the contractor ' from meeting the obligations pursuant to Executive Order 11246,as amended,and these special provisions,such contractor shall immediately notify the SHA. Selection of Subcontractors,Procurement of Materials and Leasing of Equipment:The contractor shall ' not discriminate on the grounds of race,color,religion,sex,national origin,age or disability in the selection and retention of subcontractors,including procurement of materials and leases of equipment. a. The contractor shall notify all potential subcontractors and suppliers of his/her EEO obligations under ' this contract. b. Disadvantaged business enterprises(DBE),as defined in 49 CFR 23,shall have equal opportunity to ' compete for and perform subcontracts which the contractor enters into pursuant to this contract. The contractor will use his best efforts to solicit bids from and to utilize DBE subcontractors or subcontractors with meaningful minority group and female representation among their employees. ' Contractors shall obtain lists of DBE construction firms from SHA personnel. Rainier Avenue S(SR 167)-S Grady Way to S 2nd St Required Contract Provisions for Federal Aid Construction Contracts November 2011 ' 1 c. The contractor will use his best efforts to ensure subcontractor compliance with their EEO ' obligations. Records and Reports:The contractor shall keep such records as necessary to document compliance with the EEO t requirements.Such records shall be retained for a period of three years following completion of the contract work and shall be available at reasonable times and places for inspection by authorized representatives of the SHA and the FHWA. ' a. The records kept by the contractor shall document the following: 1. The number of minority and non-minority group members and women employed in each work classification on the project; 2. The progress and efforts being made in cooperation with unions,when applicable,to increase employment opportunities for minorities and women; 3. The progress and efforts being made in locating,hiring,training,qualifying,and upgrading minority and female employees;and 4. The progress and efforts being made in securing the services of DBE subcontractors or subcontractors with meaningful minority and female representation among their employees. b. The contractors will submit an annual report to the SHA each July for the duration of the project, indicating the number of minority,women,and non-minority group employees currently engaged in ' each work classification required by the contract work.This information is to be reported on Form FHWA-1391.If on-the-job training is being required by special provision,the contractor will be required to collect and report training data. NONSEGREGATED FACILITIES (Applicable to all Federal-aid construction contracts and to all related subcontracts of$10,000 or more.) ' By submission of this bid,the execution of this contract or subcontract,or the consummation of this material supply agreement or purchase order,as appropriate,the bidder,Federal-aid construction ' contractor,subcontractor,material supplier,or vendor,as appropriate,certifies that the firm does not maintain or provide for its employees any segregated facilities at any of its establishments,and that the firm does not permit its employees to perform their services at any location,under its control,where segregated facilities are maintained.The firm agrees that a breach of this certification ' is a violation of the EEO provisions of this contract.The firm further certifies that no employee will be denied access to adequate facilities on the basis of sex or disability. ' a. As used in this certification,the term"segregated facilities"means any waiting rooms,work areas, restrooms and washrooms,restaurants and other eating areas,timeclocks,locker rooms,and other storage or dressing areas,parking lots,drinking fountains,recreation or entertainment areas, transportation,and housing facilities provided for employees which are segregated by explicit directive,or are,in fact,segregated on the basis of race,color,religion,national origin,age or disability,because of habit,local custom,or otherwise.The only exception will be for the disabled when the demands for accessibility override(e.g.disabled parking). Rainier Avenue S(SR 167)-S Grady Way to S 2nd St Required Contract Provisions for Federal Aid Construction Contracts ' November 2011 1 b. The contractor agrees that it has obtained or will obtain identical certification from proposed subcontractors or material suppliers prior to award of subcontracts or consummation of material ' supply agreements of$10,000 or more and that it will retain such certifications in its files. �I i Rainier Avenue S(SR 167)-S Grady Way to S 2nd St Required Contract Provisions for Federal Aid Construction Contracts November 2011 PAYMENT OF PREDETERMINED MINIMUM WAGE (Applicable to all Federal-aid construction contracts exceeding$2,000 and to all related subcontracts,except for projects located on roadways classified as local roads or rural minor collectors,which are exempt.) ' 1. General: a. All mechanics and laborers employed or working upon the site of the work will be paid unconditionally and not less often than once a week and without subsequent deduction or rebate on any account[except such payroll deductions as are permitted by regulations(29 CFR 3)issued by the Secretary of Labor under the Copeland Act(40 U.S.C.276c)]the full amounts of wages and bona fide fringe benefits(or cash equivalents thereof)due at time of payment.The payment shall be computed at wage rates not less than those contained in the wage determination of the Secretary of Labor(hereinafter"the wage determination")which is attached hereto and made a part hereof, regardless of any contractual relationship which may be alleged to exist between the contractor or its subcontractors and such laborers and mechanics.The wage determination(including any additional classifications and wage rates conformed under paragraph 2 of this Section IV and the DOL poster(WH-1321)or Form FHWA-1495)shall be posted at all times by the contractor and its subcontractors at the site of the work in a prominent and accessible place where it can be easily seen by the workers.For the purpose of this Section,contributions made or costs reasonably anticipated for bona fide fringe benefits under Section 1(b)(2)of the Davis-Bacon Act(40 U.S.C. 276a)on behalf of laborers or mechanics are considered wages paid to such laborers or mechanics, subject to the provisions of Section IV,paragraph 3b,hereof.Also,for the purpose of this Section, regular contributions made or costs incurred for more than a weekly period(but not less often than quarterly)under plans,funds,or programs,which cover the particular weekly period,are deemed to be constructively made or incurred during such weekly period.Such laborers and mechanics shall be paid the appropriate wage rate and fringe benefits on the wage determination for the classification of work actually performed,without regard to skill,except as provided in paragraphs 4 and 5 of this Section IV. b. Laborers or mechanics performing work in more than one classification may be compensated at the rate specified for each classification for the time actually worked therein,provided,that the employer's payroll records accurately set forth the time spent in each classification in which work is performed. c. All rulings and interpretations of the Davis-Bacon Act and related acts contained in 29 CFR 1,3,and 5 are herein incorporated by reference in this contract. 2. Classification: a. The SHA contracting officer shall require that any class of laborers or mechanics employed under the contract,which is not listed in the wage determination,shall be classified in conformance with the wage determination. b. The contracting officer shall approve an additional classification,wage rate and fringe benefits only when the following criteria have been met: 1. the work to be performed by the additional classification requested is not performed by a classification in the wage determination; ' 2. the additional classification is utilized in the area by the construction industry; Rainier Avenue S(SR 167)-S Grady way to 5 2nd St Required Contract Provisions for Federal Aid Construction Contracts November 2011 3. the proposed wage rate,including any bona fide fringe benefits,bears a reasonable relationship to the wage rates contained in the wage determination;and 4. with respect to helpers,when such a classification prevails in the area in which the work is performed. c. If the contractor or subcontractors,as appropriate,the laborers and mechanics(if known)to be employed in the additional classification or their representatives,and the contracting officer agree on the classification and wage rate(including the amount designated for fringe benefits where appropriate),a report of the action taken shall be sent by the contracting officer to the DOL, Administrator of the Wage and Hour Division,Employment Standards Administration,Washington, D.C.20210.The Wage and Hour Administrator,or an authorized representative,will approve, modify,or disapprove every additional classification action within 30 days of receipt and so advise the contracting officer or will notify the contracting officer within the 30-day period that additional time is necessary. d. In the event the contractor or subcontractors,as appropriate,the laborers or mechanics to be employed in the additional classification or their representatives,and the contracting officer do not agree on the proposed classification and wage rate(including the amount designated for fringe benefits,where appropriate),the contracting officer shall refer the questions,including the views of all interested parties and the recommendation of the contracting officer,to the Wage and Hour Administrator for determination.Said Administrator,or an authorized representative,will issue a determination within 30 days of receipt and so advise the contracting officer or will notify the contracting officer within the 30-day period that additional time is necessary e. The wage rate(including fringe benefits where appropriate)determined pursuant to paragraph 2c or 2d of this Section IV shall be paid to all workers performing work in the additional classification from the first day on which work is performed in the classification. 3. Payment of Fringe Benefits: I a. Whenever the minimum wage rate prescribed in the contract for a class of laborers or mechanics includes a fringe benefit which is not expressed as an hourly rate,the contractor or subcontractors, as appropriate,shall either pay the benefit as stated in the wage determination or shall pay another bona fide fringe benefit or an hourly case equivalent thereof. b. If the contractor or subcontractor,as appropriate,does not make payments to a trustee or other third person,he/she may consider as a part of the wages of any laborer or mechanic the amount of any costs reasonably anticipated in providing bona fide fringe benefits under a plan or program, provided,that the Secretary of Labor has found,upon the written request of the contractor,that the applicable standards of the Davis-Bacon Act have been met.The Secretary of Labor may require the contractor to set aside in a separate account assets for the meeting of obligations under the plan or program. 4. Apprentices and Trainees(Programs of the U.S.DOL)and Helpers: a. Apprentices: 1. Apprentices will be permitted to work at less than the predetermined rate for the work they performed when they are employed pursuant to and individually registered in a bona fide ' apprenticeship program registered with the DOL,Employment and Training Administration, Bureau of Apprenticeship and Training,or with a State apprenticeship agency recognized by the Bureau,or if a person is employed in his/her first 90 days of probationary employment Rainier Avenue S(SR 167)-S Grady Way to S 2nd St Required Contract Provisions for Federal Aid Construction Contracts November 2011 as an apprentice in such an apprenticeship program,who is not individually registered in the program,but who has been certified by the Bureau of Apprenticeship and Training or a State apprenticeship agency(where appropriate)to be eligible for probationary employment as an apprentice. 2. The allowable ratio of apprentices to journeyman-level employees on the job site in any craft classification shall not be greater than the ratio permitted to the contractor as to the entire work force under the registered program.Any employee listed on a payroll at an apprentice wage rate,who is not registered or otherwise employed as stated above,shall be paid not less than the applicable wage rate listed in the wage determination for the classification of work actually performed.In addition,any apprentice performing work on the job site in excess of the ratio permitted under the registered program shall be paid not less than the applicable wage rate on the wage determination for the work actually performed.Where a contractor or subcontractor is performing construction on a project in a locality other than r that in which its program is registered,the ratios and wage rates(expressed in percentages of the journeyman-level hourly rate)specified in the contractor's or subcontractor's registered program shall be observed. 3. Every apprentice must be paid at not less than the rate specified in the registered program for the apprentice's level of progress,expressed as a percentage of the journeyman-level hourly rate specified in the applicable wage determination.Apprentices shall be paid fringe benefits in accordance with the provisions of the apprenticeship program.If the apprenticeship program does not specify fringe benefits,apprentices must be paid the full amount of fringe benefits listed on the wage determination for the applicable classification. If the Administrator for the Wage and Hour Division determines that a different practice prevails for the applicable apprentice classification,fringes shall be paid in accordance with that determination. 4. In the event the Bureau of Apprenticeship and Training,or a State apprenticeship agency recognized by the Bureau,withdraws approval of an apprenticeship program,the contractor or subcontractor will no longer be permitted to utilize apprentices at less than the applicable v predetermined rate for the comparable work performed by regular employees until an acceptable program is approved. b. Trainees: 1. Except as provided in 29 CFR 5.16,trainees will not be permitted to work at less than the predetermined rate for the work performed unless they are employed pursuant to and individually registered in a program which has received prior approval,evidenced by formal certification by the DOI,Employment and Training Administration. 2. The ratio of trainees to journeyman-level employees on the job site shall not be greater than permitted under the plan approved by the Employment and Training Administration.Any employee listed on the payroll at a trainee rate that is not registered and participating in a training plan approved by the Employment and Training Administration shall be paid not less than the applicable wage rate on the wage determination for the classification of work actually performed.in addition,any trainee performing work on the job site in excess of the ratio permitted under the registered program shall be paid not less than the applicable wage rate on the wage determination for the work actually performed. 3. Every trainee must be paid at not less than the rate specified in the approved program for his/her level of progress,expressed as a percentage of the journeyman-level hourly rate specified in the applicable wage determination.Trainees shall be paid fringe benefits in Rainier Avenue S(SR 167)-5 Grady Way to S 2nd St Required Contract Provisions for Federal Aid Construction Contracts November 2011 -- i i accordance with the provisions of the trainee program.If the trainee program does not mention fringe benefits,trainees shall be paid the full amount of fringe benefits listed on the wage determination unless the Administrator of the Wage and Hour Division determines that there is an apprenticeship program associated with the corresponding journeyman-level wage rate on the wage determination which provides for less than full fringe benefits for apprentices,in which case such trainees shall receive the same fringe benefits as apprentices. 4. In the event the Employment and Training Administration withdraws approval of a training program,the contractor or subcontractor will no longer be permitted to utilize trainees at less than the applicable predetermined rate for the work performed until an acceptable program is approved. c. Helpers: Helpers will be permitted to work on a project if the helper classification is specified and defined on the applicable wage determination or is approved pursuant to the conformance procedure set forth in Section IV.2.Any worker listed on a payroll at a helper wage rate,who is not a helper under a approved definition,shall be paid not less than the applicable wage rate on the wage determination for the classification of work actually performed. 5. Apprentices and Trainees(Programs of the U.S.DOT): Apprentices and trainees working under apprenticeship and skill training programs which have been certified by the Secretary of Transportation as promoting EEO in connection with Federal-aid highway construction programs are not subject to the requirements of paragraph 4 of this Section IV.The straight time hourly wage rates for apprentices and trainees under such programs will be established by the particular programs.The ratio of apprentices and trainees to journeymen shall not be greater than permitted by the terms of the particular program. 6. Withholding: The SHA shall upon its own action or upon written request of an authorized representative of the DOL withhold,or cause to be withheld,from the contractor or subcontractor under this contract or any other Federal contract with the same prime contractor,or any other Federally-assisted contract subject to Davis- Bacon prevailing wage requirements which is held by the same prime contractor,as much of the accrued payments or advances as may be considered necessary to pay laborers and mechanics,including apprentices, trainees,and helpers,employed by the contractor or any subcontractor the full amount of wages required by the contract.In the event of failure to pay any laborer or mechanic,including any apprentice,trainee,or helper,employed or working on the site of the work,all or part of the wages required by the contract,the SHA contracting officer may,after written notice to the contractor,take such action as may be necessary to cause the suspension of any further payment,advance,or guarantee of funds until such violations have ceased. 7. Overtime Requirements: No contractor or subcontractor contracting for any part of the contract work which may require or involve the employment of laborers,mechanics,watchmen,or guards(including apprentices,trainees,and helpers described in paragraphs 4 and 5 above)shall require or permit any laborer,mechanic,watchman,or guard in any workweek in which he/she is employed on such work,to work in excess of 40 hours in such workweek unless such laborer,mechanic,watchman,or guard receives compensation at a rate not less than one-and- one-half times his/her basic rate of pay for all hours worked in excess of 40 hours in such workweek. Rainier Avenue S(SR 167)-S Grady Way to S 2nd St Required Contract Provisions for Federal Aid Construction Contracts November 2011 r 8. Violation: Liability for Unpaid Wages;Liquidated Damages:In the event of any violation of the clause set forth in paragraph 7 above,the contractor and any subcontractor responsible thereof shall be liable to the affected l� employee for his/her unpaid wages.In addition,such contractor and subcontractor shall be liable to the United States(in the case of work done under contract for the District of Columbia or a territory,to such District or to such territory)for liquidated damages.Such liquidated damages shall be computed with respect to each individual laborer,mechanic,watchman,or guard employed in violation of the clause set forth in paragraph 7,in the sum of$10 for each calendar day on which such employee was required or permitted to work in excess of the standard work week of 40 hours without payment of the overtime wages required by the clause set forth in paragraph 7. 9. Withholding for Unpaid Wages and liquidated Damages: The SHA shall upon its own action or upon written request of any authorized representative of the DOL withhold, or cause to be withheld,from any monies payable on account of work performed by the contractor or subcontractor under any such contract or any other Federal contract with the same prime contractor,or any other Federally-assisted contract subject to the Contract Work Hours and Safety Standards Act,which is held by the same prime contractor,such sums as may be determined to be necessary to satisfy any liabilities of such contractor or subcontractor for unpaid wages and liquidated damages as provided in the clause set forth in paragraph 8 above. II. STATEMENTS AND PAYROLLS (Applicable to all Federal-aid construction contracts exceeding$2,000 and to all related subcontracts,except for projects located on roadways classified as local roads or rural collectors,which are exempt.) 1. Compliance with Copeland Regulations(29 CFR 3): The contractor shall comply with the Copeland Regulations of the Secretary of Labor which are herein incorporated by reference. 2. Payrolls and Payroll Records: a. Payrolls and basic records relating thereto shall be maintained by the contractor and each subcontractor during the course of the work and preserved for a period of 3 years from the date of completion of the contract for all laborers,mechanics,apprentices,trainees,watchmen,helpers, and guards working at the site of the work. b. The payroll records shall contain the name,social security number,and address of each such employee;his or her correct classification;hourly rates of wages paid(including rates of contributions or costs anticipated for bona fide fringe benefits or cash equivalent thereof the types described in Section 1(b)(2)(B)of the Davis Bacon Act);daily and weekly number of hours worked; deductions made;and actual wages paid.In addition,for Appalachian contracts,the payroll records shall contain a notation indicating whether the employee does,or does not,normally reside in the labor area as defined in Attachment A,paragraph 1.Whenever the Secretary of Labor,pursuant to f Section IV,paragraph 3b,has found that the wages of any laborer or mechanic include the amount of any costs reasonably anticipated in providing benefits under a plan or program described in Section 1(b)(2)(B)of the Davis Bacon Act,the contractor and each subcontractor shall maintain records which show that the commitment to provide such benefits is enforceable,that the plan or program is financially responsible,that the plan or program has been communicated in writing to the laborers or mechanics affected,and show the cost anticipated or the actual cost incurred in Rainier Avenue S(SR 167)-S Grady Way to S 2nd St Required Contract Provisions for Federal Aid Construction Contracts November 2011 providing benefits.Contractors or subcontractors employing apprentices or trainees under approved programs shall maintain written evidence of the registration of apprentices and trainees, and ratios and wage rates prescribed in the applicable programs. c. Each contractor and subcontractor shall furnish,each week in which any contract work is performed,to the SHA resident engineer a payroll of wages paid each of its employees(including apprentices,trainees,and helpers,described in Section IV,paragraphs 4 and 5,and watchmen and guards engaged on work during the preceding weekly payroll period).The payroll submitted shall set out accurately and completely all of the information required to be maintained under paragraph 2b of this Section V.This information may be submitted in any form desired.Optional Form WH-347 is available for this purpose and may be purchased from the Superintendent of Documents(Federal stock number 029-005-0014-1),U.S.Government Printing Office,Washington, D.C.20402.The prime contractor is responsible for the submission of copies of payrolls by all subcontractors. d. Each payroll submitted shall be accompanied by a"Statement of Compliance,"signed by the contractor or subcontractor or his/her agent who pays or supervises the payment of the persons employed under the contract and shall certify the following: 1. that the payroll for the payroll period contains the information required to be maintained under paragraph 2b of this Section V and that su ch information is correct and complete; 2. that such laborer or mechanic(including each helper,apprentice,and trainee)employed on the contract during the payroll period has been paid the full weekly wages earned,without rebate,either directly or indirectly,and that no deductions have been made either directly or indirectly from the full wages earned,other than permissible deductions as set forth in the Regulations,29 CFR 3; 3. that each laborer or mechanic has been paid not less that the applicable wage rate and fringe benefits or cash equivalent for the classification of worked performed,as specified in the applicable wage determination incorporated into the contract. e. The weekly submission of a properly executed certification set forth on the reverse side of Optional Form WH-347 shall satisfy the requirement for submission of the"Statement of Compliance" required by paragraph 2d of this Section V. f. The falsification of any of the above certifications may subject the contractor to civil or criminal prosecution under 18 U.S.C.1001 and 31 U.S.C.231. g. The contractor or subcontractor shall make the records required under paragraph 2b of this Section V available for inspection,copying,or transcription by authorized representatives of the SHA,the FHWA,or the DOL,and shall permit such representatives to interview employees during working hours on the job.If the contractor or subcontractor fails to submit the required records or to make them available,the SHA,the FHWA,the DOL,or all may,after written notice to the contractor,sponsor,applicant,or owner,take such actions as may be necessary to cause the suspension of any further payment,advance,or guarantee of funds.Furthermore,failure to submit the required records upon request or to make such records available may be grounds for debarment action pursuant to 29 CFR 5.12. III. RECORD OF MATERIALS,SUPPLIES,AND LABOR 1. On all Federal-aid contracts on the National Highway System,except those which provide solely for the installation of protective devices at railroad grade crossings,those which are constructed on a force Rainier Avenue S(SR 167)-S Grady Way to S 2nd St Required Contract Provisions for Federal Aid Construction Contracts November 2011 account or direct labor basis,highway beautification contracts,and contracts for which the total final construction cost for roadway and bridge is less than$1,000,000(23 CFR 635)the contractor shall: a. Become familiar with the list of specific materials and supplies contained in Form FHWA-47, "Statement of Materials and Labor Used by Contractor of Highway Construction Involving Federal Funds,"prior to the commencement of work under this contract. b. Maintain a record of the total cost of all materials and supplies purchased for and incorporated in the work,and also of the quantities of those specific materials and supplies listed on Form FHWA- 47,and in the units shown on Form FHWA-47. c. Furnish,upon the completion of the contract,to the SHA resident engineer on Form FHWA-47 together with the data required in paragraph lb relative to materials and supplies,a final labor summary of all contract work indicating the total hours worked and the total amount earned. 2. At the prime contractor's option,either a single report covering all contract work or separate reports for the contractor and for each subcontract shall be submitted. IV. SUBLETTING OR ASSIGNING THE CONTRACT 1. The contractor shall perform with its own organization contract work amounting to not less than 30 P g g percent(or a greater percentage if specified elsewhere in the contract)of the total original contract price, excluding any specialty items designated by the State.Specialty items may be performed by subcontract and the amount of any such specialty items performed may be deducted from the total original contract price before computing the amount of work required to be performed by the contractor's own organization(23 CFR 635): 11 a. Its own organization shall be construed to include only workers employed and paid directly by the prime contractor and equipment owned or rented by the prime contractor,with or without operators.Such term does not include employees or equipment of a subcontractor,assignee,or agent of the prime contractor. b. "Specialty Items"shall be construed to be limited to work that requires highly specialized knowledge,abilities,or equipment not ordinarily available in the type of contracting organizations qualified and expected to bid on the contract as a whole and in general are to be limited to minor components of the overall contract. 2. The contract amount upon which the requirements set forth in paragraph 1 of Section VII is computed includes the cost of material and manufactured products which are to be purchased or produced by the contractor under the contract provisions. t� 3. The contractor shall furnish(a)a competent superintendent or supervisor who is employed by the firm,has full authority to direct performance of the work in accordance with the contract requirements,and is in charge of all construction operations(regardless of who performs the work)and(b)such other of its own organizational resources(supervision,management,and engineering services)as the SHA contracting officer determines is necessary to assure the performance of the contract. 4. No portion of the contract shall be sublet,assigned or otherwise disposed of except with the written consent of the SHA contracting officer,or authorized representative,and such consent when given shall not be construed to relieve the contractor of any responsibility for the fulfillment of the contract.Written consent will be given only after the SHA has assured that each subcontract is evidenced in writing and that it contains all pertinent provisions and requirements of the prime contract. Rainier Avenue S(SR 167)-5 Grady Way to S 2nd St Required Contract Provisions for Federal Aid Construction Contracts November 2011 V. SAFETY:ACCIDENT PREVENTION 1. In the performance of this contract the contractor shall comply with all applicable Federal,State,and local laws governing safety,health,and sanitation(23 CFR 635).The contractor shall provide all safeguards, safety devices and protective equipment and take any other needed actions as it determines,or as the SHA contracting officer may determine,to be reasonably necessary to protect the life and health of employees on the job and the safety of the public and to protect property in connection with the performance of the work covered by the contract. 2. It is a condition of this contract,and shall be made a condition of each subcontract,which the contractor enters into pursuant to this contract,that the contractor and any subcontractor shall not permit any employee,in performance of the contract,to work in surroundings or under conditions which are unsanitary,hazardous or dangerous to his/her health or safety,as determined under construction safety and health standards(29 CFR 1926)promulgated by the Secretary of Labor,in accordance with Section 107 of the Contract Work Hours and Safety Standards Act(40 U.S.C.333). 3. Pursuant to 29 CFR 1926.3,it is a condition of this contract that the Secretary of Labor or authorized representative thereof,shall have right of entry to any site of contract performance to inspect or investigate the matter of compliance with the construction safety and health standards and to carry out the duties of the Secretary under Section 107 of the Contract Work Hours and Safety Standards Act(40 U.S.C.333). VI. FALSE STATEMENTS CONCERNING HIGHWAY PROJECTS In order to assure high quality and durable construction in conformity with approved plans and specifications and a high degree of reliability on statements and representations made by engineers,contractors,suppliers, and workers on Federal-aid highway projects,it is essential that all persons concerned with the project perform their functions as carefully,thoroughly,and honestly as possible.Willful falsification,distortion,or misrepresentation with respect to any facts related to the project is a violation of Federal law.To prevent any misunderstanding regarding the seriousness of these and similar acts,the following notice shall be posted on each Federal-aid highway project(23 CFR 635)in one or more places where it is readily available to all persons concerned with the project: NOTICE TO ALL PERSONNEL ENGAGED ON FEDERAL-AID HIGHWAY PROJECTS 18 U.S.C.1020 reads as follows: "Whoever,being an officer,agent,or employee of the United States,or of any State or Territory,or whoever, whether a person,association,firm,or corporation,knowingly makes any false statement,false representation,or false report as to the character,quality,quantity,or cost of the material used or to be used,or the quantity or quality of the work performed or to be performed,or the cost thereof in connection with the submission of plans, maps,specifications,contracts,or costs of construction on any highway or related project submitted for approval to the Secretary of Transportation;or Whoever knowingly makes any false statement,false representation,false report or false claim with respect to the character,quality,quantity,or cost of any work performed or to be performed,or materials furnished or to be furnished,in connection with the construction of any highway or related project approved by the Secretary of Transportation;or Rainier Avenue S(SR 167)-S Grady Way to S 2nd St Required Contract Provisions for Federal Aid Construction Contracts November 2011 Whoever knowingly makes any false statement or false representation as to material fact in any statement, certificate,or report submitted pursuant to provisions of the Federal-aid Roads Act approved July 1,1916,(39 Stat. 355),as amended and supplemented, Shall be fined not more than$10,000 or imprisoned not more than 5 years or both." VI1. IMPLEMENTATION OF CLEAN AIR ACT AND FEDERAL WATER POLLUTION CONTROL ACT (Applicable to all Federal-aid construction contracts and to all related subcontracts of$100,000 or more.) By submission of this bid or the execution of this contract,or subcontract,as appropriate,the bidder,Federal-aid construction contractor,or subcontractor,as appropriate,will be deemed to have stipulated as follows: 1. That any facility that is or will be utilized in the performance of this contract,unless such contract is exempt under the Clean Air Act,as amended(42 U.S.C.1857 et seq.,as amended by Pub.L.91-604), and under the Federal Water Pollution Control Act,as amended(33 U.S.C.1251 et seq.,as amended by Pub.L.92-500),Executive Order 11738,and regulations in implementation thereof(40 CFR 15)is r., not listed,on the date of contract award,on the U.S.Environmental Protection Agency(EPA)List of Violating Facilities pursuant to 40 CFR 15.20. 2. That the firm agrees to comply and remain in compliance with all the requirements of Section 114 of the Clean Air Act and Section 308 of the Federal Water Pollution Control Act and all regulations and guidelines listed thereunder. 3. That the firm shall promptly notify the SHA of the receipt of any communication from the Director, Office of Federal Activities,EPA,indicating that a facility that is or will be utilized for the contract is under consideration to be listed on the EPA List of Violating Facilities. 4. That the firm agrees to include or cause to be included the requirements of paragraph 1 through 4 of this Section X in every nonexempt subcontract,and further agrees to take such action as the government may direct as a means of enforcing such requirements. VIII. CERTIFICATION REGARDING DEBARMENT,SUSPENSION,INELIGIBILITY AND VOLUNTARY EXCLUSION 1. Instructions for Certification-Primary Covered Transactions: (Applicable to all Federal-aid contracts-49 CFR 29) a. By signing and submitting this proposal,the prospective primary participant is providing the certification set out below. b. The inability of a person to provide the certification set out below will not necessarily result in denial of participation in this covered transaction.The prospective participant shall submit an explanation of why it cannot provide the certification set out below.The certification or explanation will be considered in connection with the department or agency's determination whether to enter into this transaction.However,failure of the prospective primary participant to furnish a certification or an explanation shall disqualify such a person from participation in this transaction. c. The certification in this clause is a material representation of fact upon which reliance was placed when the department or agency determined to enter into this transaction.If it is later determined Rainier Avenue S(SR 167)-5 Grady Way to 5 2nd St Required Contract Provisions for Federal Aid Construction Contracts November 2011 i that the prospective primary participant knowingly rendered an erroneous certification,in addition to other remedies available to the Federal Government,the department or agency may terminate this transaction for cause of default. d. The prospective primary participant shall provide immediate written notice to the department or agency to whom this proposal is submitted if any time the prospective primary participant learns that its certification was erroneous when submitted or has become erroneous by reason of changed circumstances. e. The terms"covered transaction,""debarred,""suspended,""ineligible,"'lower tier covered transaction,""participant,""person,""primary covered transaction,""principal,""proposal,"and "voluntarily excluded,"as used in this clause,have the meanings set out in the Definitions and Coverage sections of rules implementing Executive Order 12549.You may contact the department or agency to which this proposal is submitted for assistance in obtaining a copy of those regulations. f. The prospective primary participant agrees by submitting this proposal that,should the proposed covered transaction be entered into,it shall not knowingly enter into any lower tier covered transaction with a person who is debarred,suspended,declared ineligible,or voluntarily excluded from participation in this covered transaction,unless authorized by the department or agency entering into this transaction. g. The prospective primary participant further agrees by submitting this proposal that it will include the clause titled"Certification Regarding Debarment,Suspension,Ineligibility and Voluntary Exclusion-Lower Tier Covered Transaction,"provided by the department or agency entering into this covered transaction,without modification,in all lower tier covered transactions and in all solicitations for lower tier covered transactions. h. A participant in a covered transaction may rely upon a certification of a prospective participant in j a lower tier covered transaction that is not debarred,suspended,ineligible,or voluntarily excluded from the covered transaction,unless it knows that the certification is erroneous.A participant may decide the method and frequency by which it determines the eligibility of its principals.Each participant may,but is not required to,check the nonprocurement portion of the "Lists of Parties Excluded From Federal Procurement or Nonprocurement Programs" (Nonprocurement List)which is compiled by the General Services Administration. i. Nothing contained in the foregoing shall be construed to require establishment of a system of records in order to render in good faith the certification required by this clause.The knowledge and information of participant is not required to exceed that which is normally possessed by a prudent person in the ordinary course of business dealings. Except for transactions authorized under paragraph f of these instructions if a participant in a )• P P P covered transaction knowingly enters into a lower tier covered transaction with a person who is suspended,debarred,ineligible,or voluntarily excluded from participation in this transaction,in addition to other remedies available to the Federal Government,the department or agency may terminate this transaction for cause or default. ss *ss Rainier Avenue S(SR 167)-S Grady Way to S 2nd St Required Contract Provisions for Federal Aid Construction Contracts November 2011 Certification Regarding Debarment,Suspension,Ineligibility and Voluntary Exclusion--Primary Covered Transactions 1. The prospective primary participant certifies to the best of its knowledge and belief,that it and its principals: • a. Are not presently debarred,suspended,proposed for debarment,declared ineligible,or voluntarily excluded from covered transactions by any Federal department or agency; b. Have not within a 3-year period preceding this proposal been convicted of or had a civil judgment rendered against them for commission of fraud or a criminal offense in connection with obtaining, attempting to obtain,or performing a public(Federal,State or local)transaction or contract under a public transaction;violation of Federal or State antitrust statutes or commission of embezzlement, theft,forgery,bribery,falsification or destruction of records,making false statements,or receiving stolen property; c. Are not presently indicted for or otherwise criminally or civilly charged by a governmental entity (Federal,State or local)with commission of any of the offenses enumerated in paragraph lb of this certification;and d. Have not within a 3-year period preceding this application/proposal had one or more public transactions(Federal,State or local)terminated for cause or default. 2 Where the prospective primary participant is unable to certify to any of the statements in this certification,such prospective participant shall attach an explanation to this proposal. sssss 2. Instructions for Certification-Lower Tier Covered Transactions: (Applicable to all subcontracts,purchase orders and other lower tier transactions of$25,000 or more-49 CFR 29) a. By signing and submitting this proposal,the prospective lower tier is providing the certification set out below. b. The certification in this clause is a material representation of fact upon which reliance was placed when this transaction was entered into.If it is later determined that the prospective lower tier participant knowingly rendered an erroneous certification,in addition to other remedies available to the Federal Government,the department,or agency with which this transaction originated may pursue available remedies,including suspension and/or debarment. c. The prospective lower tier participant shall provide immediate written notice to the person to which this proposal is submitted if at any time the prospective lower tier participant learns that its certification was erroneous by reason of changed circumstances. d. The terms covered transaction, debarred, suspended, ineligible," primary covered transaction,""participant,""person,""principal,""proposal,"and"voluntarily excluded,"as used in this clause,have the meanings set out in the Definitions and Coverage sections of rules implementing Executive Order 12549.You may contact the person to which this proposal is submitted for assistance in obtaining a copy of those regulations. Rainier Avenue S(SR 167)-S Grady Way to S 2nd St Required Contract Provisions for Federal Aid Construction Contracts November 2011 e. The prospective lower tier participant agrees by submitting this proposal that,should the proposed covered transaction be entered into,it shall not knowingly enter into any lower tier covered transaction with a person who is debarred,suspended,declared ineligible,or voluntarily excluded from participation in this covered transaction,unless authorized by the department or agency with which this transaction originated. f. The prospective lower tier participant further agrees by submitting this proposal that it will include this clause titled"Certification Regarding Debarment,Suspension,Ineligibility and Voluntary Exclusion-Lower Tier Covered Transaction,"without modification,in all lower tier covered transactions and in all solicitations for lower tier covered transactions. g. A participant in a covered transaction may rely upon a certification of a prospective participant in a lower tier covered transaction that is not debarred,suspended,ineligible,or voluntarily excluded from the covered transaction,unless it knows that the certification is erroneous.A participant may decide the method and frequency by which it determines the eligibility of its principals.Each participant may,but is not required to,check the Nonprocurement List. h. Nothing contained in the foregoing shall be construed to require establishment of a system of records in order to render in good faith the certification required by this clause.The knowledge and information of participant is not required to exceed that which is normally possessed by a prudent person in the ordinary course of business dealings. i. Except for transactions authorized under paragraph a of these instructions,if a participant in a covered transaction knowingly enters into a lower tier covered transaction with a person who is suspended,debarred,ineligible,or voluntarily excluded from participation in this transaction,in addition to other remedies available to the Federal Government,the department or agency with which this transaction originated may pursue available remedies, including suspension and/or debarment. s*sss Certification Regarding Debarment,Suspension,Ineligibility and Voluntary Exdusion—Lower Tier Covered Transactions: 1. The prospective lower tier participant certifies,by submission of this proposal,that neither it nor its principals is presently debarred,suspended,proposed for debarment,declared ineligible,or voluntarily excluded from participation in this transaction by any Federal department or agency. 2. Where the prospective lower tier participant is unable to certify to any of the statements in this certification,such prospective participant shall attach an explanation to this proposal. CERTIFICATION REGARDING USE OF CONTRACT FUNDS FOR LOBBYING (Applicable to all Federal-aid construction contracts and to all related subcontracts which exceed$100,000-49 CFR 20) 1. The prospective participant certifies,by signing and submitting this bid or proposal,to the best of his or her knowledge and belief,that: a. No Federal appropriated funds have been paid or will be paid,by or on behalf of the undersigned,to any person for influencing or attempting to influence an officer or employee of any Federal agency,a Member of Congress,an officer or employee of Congress,or an employee 1 Rainier Avenue 5(SR 167)-S Grady Way to S 2nd St Required Contract Provisions for Federal Aid Construction Contracts November 2011 1� of a Member of Congress in connection with the awarding of any Federal contract,the making of any Federal grant,the making of any Federal loan,the entering into of any cooperative agreement,and the extension,continuation,renewal,amendment,or modification of any Federal contract,grant,loan,or cooperative agreement. b. If any funds other than Federal appropriated funds have been paid or will be paid to any person for influencing or attempting to influence an officer or employee of any Federal agency,a Member of Congress,an officer or employee of Congress,or an employee of a Member of Congress in connection with this Federal contract,grant,loan,or cooperative agreement,the undersigned shall complete and submit Standard Form-LLL,"Disclosure Form to Report Lobbying,"in accordance with its instructions. 2. This certification is a material representation of fact upon which reliance was placed when this transaction was made or entered into.Submission of this certification is a prerequisite for making or entering into this transaction imposed by 31 U.S.C.1352.Any person who fails to file the required certification shall be subject to a civil penalty of not less than$10,000 and not more than$100,000 for each such failure. 3. The prospective participant also agrees by submitting his or her bid or proposal that he or she shall require that the language of this certification be included in all lower tier subcontracts,which exceed$100,000 and that all such recipients shall certify and disclose accordingly. Rainier Avenue S(SR 167)-S Grady Way to S 2nd St Required Contract Provisions for Federal Aid Construction Contracts November 2011 ATTACHMENT A-EMPLOYMENT PREFERENCE FOR APPALACHIAN CONTRACTS (Applicable to Appalachian contracts only.) 1. During the performance of this contract,the contractor undertaking to do work which is,or reasonably may be,done as on-site work,shall give preference to qualified persons who regularly reside in the labor area as designated by the DOL wherein the contract work is situated,or the subregion,or the Appalachian counties of the State wherein the contract work is situated,except: a. To the extent that qualified persons regularly residing in the area are not available. b. For the reasonable needs of the contractor to employ supervisory or specially experienced personnel necessary to assure an efficient execution of the contract work. c. For the obligation of the contractor to offer employment to present or former employees as the result of a lawful collective bargaining contract,provided that the number of nonresident persons employed under this subparagraph is shall not exceed 20 percent of the total number of employees employed by the contractor on the contract work,except as provided in subparagraph 4 below. 2. The contractor shall place a job order with the State Employment Service indicating(a)the classifications of the laborers,mechanics and other employees required to perform the contract work,(b)the number of employees required in each classification,(c)the date on which he estimates such employees will be required, and(d)any other pertinent information required by the State Employment Service to complete the job order form.The job order may be placed with the State Employment Service in writing or by telephone.If during the course of the contract work,the information submitted by the contractor in the original job order is substantially modified,he shall promptly notify the State Employment Service. 3. The contractor shall give full consideration to all qualified job applicants referred to him by the State Employment Service.The contractor is not required to grant employment to any job applicants who,in his opinion,are not qualified to perform the classification of work required. 4. If,within 1 week following the placing of a job order by the contractor with the State Employment Service,the State Employment Service is unable to refer any qualified job applicants to the contractor,or less than the number requested,the State Employment Service will forward a certificate to the contractor indicating the unavailability of applicants.Such certificate shall be made a part of the contractor's permanent project records.Upon receipt of this certificate,the contractor may employ persons who do not normally reside in the labor area to fill positions covered by the certificate,notwithstanding the provisions of subparagraph 1c above. S. The contractor shall include the provisions of Sections 1 through 4 of this Attachment A in every subcontract for work which is,or reasonably may be,done as on-site work. Rainier Avenue S(SR 167)-S Grady Way to S 2nd St Required Contract Provisions for Federal Aid Construction Contracts November 2011 AMENDMENT REQUIRED CONTRACT PROVISIONS FEDERAL-AID CONSTRUCTION CONTRACTS (Exclusive of Appalachian Contracts) Section 1,General,is supplemented with the following: 7. Section 902 of the American Recovery and Reinvestment Act(ARRA)of 2009 requires that each contract awarded using ARRA funds must include a provision that provides the U.S.Comptroller General and his representatives with the authority to: "(1)to examine any records of the contractor or any of its subcontractors,or any State or local agency administering such contract,that directly pertain to,and involve transactions relating to,the contract or subcontract;and (2)to interview any officer or employee of the contractor or any of its subcontractors,or of any State or local government agency administering the contract,regarding such transactions." The Contractor shall include the following provision in all contracts,subcontracts,and other contracts for services for an ARRA funded project: "Accordingly,the Comptroller General and his representatives shall have the authority and rights as provided under Section 902 of the ARRA with respect to this contract,which is funded with funds made available under the ARRA.Section 902 further states that nothing in this section shall be interpreted to limit or restrict in any way any existing authority of the Comptroller General." "Section 1515(a)of the ARRA provides authority for any representatives of the Inspector General to examine any records or interview any employee or officers working on this contract.The contractor is advised that representatives of the inspector general have the authority to examine any record and interview any employee or officer of the contractor,its subcontractors or other firms working on this contract.Section 1515(b)further provides that nothing in this section shall be interpreted to limit or restrict in any way any existing authority of an inspector general." Under Section II,Paragraph 8b is revised as follows: The reference to 49 CFR 23 is revised to read 49 CFR 26. Under Section ii,Paragraph 8b is supplemented with the following: The contractor,sub-recipient or subcontractor shall not discriminate on the basis of race,color,national origin,or sex in the performance of this contract.The contractor shall carry out applicable requirements of 49 CFR Part 26 in the award and administration of USDOTassisted contracts.Failure by the contractor to carry out these requirements is a material breach of this contract,which may result in the termination of this contract or such other remedy as the recipient deems appropriate. Under Section II,in accordance with standard specification 1-08.1(1)and applicable RCWs a new paragraph 8d is added as follows: The contractor or subcontractor agrees to pay each subcontractor under this prime contract for satisfactory performance of its contract and/or agreement no later than ten(10)days from the receipt of each payment the prime contractor receives from WSDOT or its sub-recipients.The prime contractor agrees further to return Strander Boulevard/Southwest 27th Street Extension Required Contract Provisions for Federal Aid Rainier Avenue S(SR 167)-S Grady way to S 2nd St Amendment to Form 1273(Revised March 26,2009) November 2011 i c� Construction Contracts Phase 1,Segment 2A July 2011 retainage payments to each subcontractor within ten (10)days after the subcontractor's work is satisfactorily completed.Any delay or postponement of payment from the above referenced time frame may occur only for good cause following written approval of the WSDOT.This clause covers both DBE and non-DBE contractors. Under Section IV,the applicability statement is supplemented with the following: (Applicable to all ARRA funded construction contracts and related subcontracts regardless of location, including projects on local roads or rural minor collectors,and Transportation Enhancement projects outside the highway right-of-way.) Under Section IV,Paragraph 2b(4)is deleted. Under Section IV,Paragraph 4,"and helpers"is deleted from the title. Under Section IV,Paragraph 4a(1),add: The provisions in this section allowing apprentices to work at less than the predetermined rate when they are registered in a bona fide apprenticeship program registered with the U.S.Department of Labor,Employment and Training Administration,or with the Bureau of Apprenticeship and Training,does not preclude a requirement for the Contractor to pay apprentices the full applicable predetermined rate in the event a State Apprenticeship Agency,recognized by the Bureau,has not approved,or withdraws approval,of an apprenticeship program. Under Section IV,Paragraph 4c is deleted. Under Section IV,Paragraph 6 is revised by deleting"helpers"and"helper". Under Section IV,Paragraph 7 is revised by deleting"helpers". Under Section V,the applicability statement is supplemented with the following: (Applicable to all ARRA funded construction contracts and related subcontracts regardless of location, including projects on local roads or rural minor collectors,and Transportation Enhancement projects outside the highway right-of-way.) Under Section V,Paragraph 2a is revised by deleting"helpers". Under Section V,Paragraph 2b,the first sentence is revised to read: "The payroll records shall contain the name and an individually identifying number(e.g.,the last four digits of , the employees social security number)for each such employee;his or her correct classification;hourly rates of wages paid(including rates of contributions or costs anticipated for bona fide fringe benefits or cash equivalent thereof the types described in Section 1(b)(2)(B)of the Davis Bacon Act);daily and weekly number of hours worked;deductions made;and actual wages paid.Payrolls shall not include the full social security number and home address of covered workers.Contractors and subcontractors shall maintain the full social security number and home address of each covered worker and shall provide them to the SHA upon request." Under Section V,Paragraph 2d(2)is revised by deleting"helper". Section VI,Records Of Material,Supplies,And Labor,is deleted Rainier Avenue S(SR 167)-S Grady Way to S 2nd St Amendment to Form 1273(Revised March 26,2009) November 2011 l City of Renton Contract Provisions for Rainier Avenue S(SR 167)-S Grady Way to S 2nd St Project tj V1. CONTRACT SPECIFICATIONS 'w. I- UJ t F] U '_. W t ,. 1 ' City of Renton Contract Provisions for ' Rainier Avenue S(SR 167)-S Grady Way to S 2nd St Project ' Amendments to the Standard Specifications t Amendments to the Standard Specifications INTRODUCTION.................................................................................................................................................18 SECTION 1-01,DEFINITIONS AND TERMS...........................................................................................................18 1-01.2(1) Associations and Miscellaneous. .18 SECTION 1-02,BID PROCEDURES AND CONDITIONS...........................................................................................18 1-02.5 Proposal Forms............................................................................................................................................18 1-02.6 Preparation of Proposal..............................................................................................................................18 1-02.7 Bid Deposit..................................................................................................................................................19 1-02.8(2) Lobbying Certification.............................................................................................................................20 1-02.9 Delivery of Proposal....................................................................................................................................20 1-02.10 Withdrawal or Revision of Proposal..........................................................................................................21 Withdrawing,Revising,or Supplementing Proposal...............................................................................:...............21 1-02.13 Irregular Proposals............................................................................................................................21 SECTION 1-06,CONTROL OF MATERIALS. .21 1-06.1 Approval of Materials Prior to Use........................................................................................................... ..22 1-06.1(4) Fabrication Inspection Expense.................. .„22 1 16.2(2)A General.................................................................................................................................................23 SECTION 1-07,LEGAL RELATIONS AND RESPONSIBILITIES TO THE PUBLIC...........................................................23 1-07.2 Sales Tax......................................................................................................................................................24 1-07.5(3)State Department of Ecology...................................................................................................................24 1-07.9(1) General...................................................................................................................................................24 1-07.13(4) Repair of Damage.................................................................................................................................24 1-07.14 Responsibility for Damage........................................................................................................................24 1-07.15 Temporary Water Pollution/Erosion Control............................................................................................25 1-07.15(1) Spill Prevention,Control and Countermeasures Plan...........................................................................25 Implementation Requirements...............................................................................................................................26 SPCCPlan Element Requirements...........................................................................................................................26 Payment..................................................................................................................................................................28 1-07.16(2) Vegetation Protection and Restoration................................................................................................29 1-07.18 Public Liability and Property Damage Insurance.......................................................................................29 1-07.18 Public Liability and Property Damage Insurance.......................................................................................29 SECTION 1-08,PROSECUTION AND PROGRESS...................................................................................................32 1-08.1 Subcontracting............................................................................................................................................32 1-08.5 Time for Completion...................................................................................................................................33 SECTION 1-09,MEASUREMENT AND PAYMENT........................................................................................•........33 1-09.2(1) General Requirement for Weighing Equipment. .33 Rainier Avenue S(SR 167) Amendments S Grady Way to S 2 nd St November 2011 Scales.......................................................................................................................................................................33 ScaleOperations.....................................................................................................................................................33 Trucksand Tickets...................................................................................................................................................34 1-09.2(2) Specific Requirements for Batching Scales.............................................................................................34 1-09.2(3) Specific Requirements for Platform Scales.............................................................................................34 1-09.2(5) Measurement.........................................................................................................................................35 ScaleVerification Checks.........................................................................................................................................35 BeltScales...............................................................................................................................................................35 MinorConstruction Items.......................................................................................................................................36 1-09.2(6) Payment..............................................................................;..................................................................36 1-09.9 Payments.....................................................................................................................................................36 1-09.11(1)A Disputes Review Board Membership..................................................................................................37 SECTION 1-10,TEMPORARY TRAFFIC CONTROL.................................................................................................37 1-10.1 General........................................................................................................................................................ 37 1-10.2(1)A Traffic Control Management................................................................................................................37 1-10.2(1)6 Traffic Control Supervisor.....................................................................................................................37 1-10.2(2) Traffic Control Plans................................................................................................................................38 1-10.2(3) Conformance to Established Standards..................................................................................................38 1-10.3(1) Traffic Control Labor...............................................................................................................................38 1-10.3(2)C Lane Closure Setup/Takedown.............................................................................................................39 1-10.3(3) Traffic Control Devices............................................................................................................................39 1-10.3(3)A Construction Signs................................................................................................................................39 1-10.3(3)1 Truck Mounted Attenuator...................................................................................................................39 1-10.3(3)1 Transportable Attenuator......................................................................................................................39 1-10.4(2) Item Bids with Lump Sum for Incidentals...............................................................................................40 1-10.5(2) Item Bids with Lump Sum for Incidentals...............................................................................................40 SECTION 2-01,CLEARING,GRUBBING,AND ROADSIDE CLEANUP.......................................................................40 2-01.3(2) Grubbing.................................................................................................................................................40 SECTION 2-02,REMOVAL OF STRUCTURES AND OBSTRUCTIONS........................................................................40 2-02.3 Construction Requirements........................................................................................................................40 SECTION 2-09,STRUCTURE EXCAVATION...............................................................................................................41 2-09.3(1)E Backfilling..............................................................................................................................................41 2-09.3(2) Classification of Structure Excavation.....................................................................................................41 2-09.3(3)D Shoring and Cofferdams.......................................................................................................................41 2-09.4 Measurement..............................................................................................................................................41 SECTION 3-01,PRODUCTION FROM QUARRY AND PIT SITES AND STOCKPILING.................................................41 3-01.4(4) Gravel Base.............................................................................................................................................41 Rainier Avenue 5(SR 167) Amendments S Grady Way to 5 2 nd St November 2011 SECTION 4-02,GRAVEL BASE.............................................................................................................................41 4-02.4 Measurement..............................................................................................................................................42 SECTION 5-01,CEMENT CONCRETE PAVEMENT REHABILITATION.......................................................................42 5-01.2 Materials.....................................................................................................................................................42 5-01.3(4) Replace Portland Cement Concrete Panel..............................................................................................42 5-01.3(6) Dowel Bar Retrofit..................................................................................................................................42 5-01.3(9) Portland Cement Concrete Pavement Grinding.....................................................................................42 SECTION 5-02,BITUMINOUS SURFACE TREATMENT...........................................................................................43 5-02.3(3) Application of Asphalt Emulsion and Aggregate.....................................................................................43 5-02.5 Payment......................................................................................................................................................43 SECTION 5-04,HOT MIX ASPHALT......................................................................................................................43 5-04.3(5)E Pavement Repair...................................................................................................................................43 5-04.3(7)Al General...............................................................................................................................................43 5-04.3(7)A2 Statistical or Nonstatistical Evaluation...............................................................................................43 5-04.3(7)A3 Commercial Evaluation.......................................................................................................................44 5-04.3(8)Al General...............................................................................................................................................44 5-04.3(8)A4 Definition of Sampling Lot and Sublot.....................................:..........................................................44 5-04.3(10)A General...............................................................................................................................................44 5-04.3(10)Bl General.............................................................................................................................................45 5-04.3(10)64 Test Results.......................................................................................................................................45 5-04.3(11)D Lots and Sublots.................................................................................................................................45 5-04.3(11)Dl General.............................................................................................................................................45 5-04.3(11)D1 A Partial Sublot.................................................................................................................................45 5-04.3(11)D2...........................................................................................................................................................45 5-04.3(11)D2 An Entire Sublot................................................................................................................................45 5-04.3(11)D3...........................................................................................................................................................46 5-04.3(11)D3 A Lot in Progress...............................................................................................................................46 5-04.3(11)D4...........................................................................................................................................................46 5-04.3(11)D4 An Entire Lot......................................................................................................................................46 5-04.3(11)D5...........................................................................................................................................................46 SECTION5-04,HOT MIX ASPHALT......................................................................................................................46 5-04.3(8)Al General...............................................................................................................................................46 5-04.3(8)A4 Definition of Sampling Lot and Sublot................................................................................................47 5-04.3(10)63 General..........................................................................................:t................................................47 SECTION 5-05,CEMENT CONCRETE PAVEMENT.................................................................................................47 5-05.2 Materials..................................................................................................................................................... 47 5-05.3(1) Concrete Mix Design For Paving.............................................................................................................47 Rainier Avenue S(SR 167) Amendments S Grady Way to S 2vd St November 2011 5-05.3(4)A Acceptance of Portland Cement Concrete Pavement..........................................................................47 5-05.3(11) Finishing................................................................................................................................................48 5-05.3(12) Surface Smoothness.............................................................................................................................49 5-05.3(13)A Curing Compound...............................................................................................................................49 5-05.3(16) Protection of Pavement........................................................................................................................49 5-05.3(17) Opening to Traffic.................................................................................................................................49 SECTION 6-01,GENERAL REQUIREMENTS FOR STRUCTURES..............................................................................49 6-01.6 Load Restrictions on Bridges Under Construction......................................................................................49 6-01.8 Approaches to Movable Spans....................................................................................................................49 6-01.13 Architectural Features...............................................................................................................................49 6-01.13 Vacant.......................................................................................................................................................50 6-01.14 Premolded Joint Filler...............................................................................................................................50 SECTION 6-02,CONCRETE STRUCTURES.............................................................................................................50 SECTION 6-02,CONCRETE STRUCTURES.............................................................................................................50 6-02.2 Materials.....................................................................................................................................................50 6-02.3(1) Classification of Structural Concrete.......................................................................................................50 6-02.3(2) Proportioning Materials.....;....................................................................................................................50 I 6-02.3(2)A Contractor Mix Design..........................................................................................................................51 6-02.3(2)D Lean Concrete.......................................................................................................................................51 6-02.3(5)E Point of Acceptance..............................................................................................................................52 6-02.3(6) Placing Concrete.....................................................................................................................................52 6-02.3(6)D Protection Against Vibration................................................................................................................52 6-02.3(10)D Concrete Placement,Finishing,and Texturing...................................................................................52 6-02.3(10)F Bridge Approach Slab Orientation and Anchors.................................................................................52 6-02.3(11) Curing Concrete....................................................................................................................................53 6-02.3(17)B Allowable Design Stresses and Deflections........................................................................................53 6-02.3(17)F Bracing................................................................................................................................................53 6-02.3(17)K Concrete Forms on Steel Spans..........................................................................................................53 6-02.3(17)N Removal of Falsework and Forms......................................................................................................54 6-02.3(20) Grout for Anchor Bolts and Bridge Bearings.........................................................................................55 6-02.3(24) Reinforcement......................................................................................................................................55 6-02.3(24)C Placing and Fastening.........................................................................................................................55 6-02.3(24)F Mechanical Splices..............................................................................................................................56 6-02.3(25) Prestressed Concrete Girders...............................................................................................................56 6-02.3(25)G Protection of Exposed Reinforcement...............................................................................................56 6-02.3(25)1 Fabrication Tolerances.........................................................................................................................57 6-02.3(25)L Handling and Storage..........................................................................................................................57 Rainier Avenue S(SR 167) Amendments S Grady Way to S 2nd St November 2011 j 6-02.3(25)M Shipping........................:....................................................................................................................57 6-02.3(25)N Prestressed Concrete Girder Erection................................................................................................57 6-02.3(26)A Shop Drawings....................................................................................................................................57 6-02.3(26)B General Requirements for Anchorages..............................................................................................58 6-02.3(26)C Bearing Type Anchorages........:..........................................................................................................58 6-02.3(26)C Normal Anchorage Devices................................................................................................................58 6-02.3(26)D Non Bearing Type Anchorages...........................................................................................................59 6-02.3(26)D Special Anchorage Devices.................................................................................................................59 6-02.3(26)E Ducts...................................................................................................................................................62 6-02.3(26)G Tensioning...........................................................................................................................................63 6-02.3(26)H Grouting.............................................................................................................................................63 6-02.3(27) Concrete for Precast Units....................................................................................................................63 6-02.3(27)A Use of Self Consolidating Concrete for Precast Units.........................................................................63 1 6-02.3(27)B Submittals for Self Consolidating Concrete for Precast Units............................................................64 6-02.3(27)C Acceptance Testing of Self Consolidating Concrete for Precast Units................................................65 6-02.3(28) Precast Concrete Panels.......................................................................................................................65 6-02.3(28)B Casting................................................................................................................................................66 6-02.3(28)F Tolerances...........................................................................................................................................66 6-02.4 Measurement..............................................................................................................................................66 6-02.5 Payment.........................................................:............................................................................................66 SECTION 6-03,STEEL STRUCTURES.....................................................................................................................66 6-03.3(7) Erection Methods...................................................................................................................................67 6-03.3(25) Repair Welding.....................................................................................................................................67 ' 6-03.3(25)A Welding Inspection.............................................................................................................................67 6-03.3(29) Vacant.............................................:....:................................................................................................67 WeldedShear Connectors.......................................................................................................................................67 6-03.3(32) Assembling and Bolting.................................................. 6-03.3(33) Bolted Connections...............................................................................................................................67 6-03.3(33)A Pre-Erection Testing...........................................................................................................................71 6-03.3(33)B Bolting Inspection...............................................................................................................................73 6-03.3(39) Swinging the Span.................................................................................................................................74 SECTION6-05,PILING........................................................................................................................................74 6-05.5 Payment................................................:.....................................................................................................74 SECTION 6-07,PAINTING...................................................................................................................................75 6-07.3(2)C Paint System Manufact urer and Paint System Information Submittal Component.............................75 6-07.3(9)F Shop Surface Cleaning and Preparation................................................................................................75 6-07.3(9)G Application of Shop Primer Coat..........................................................................................................75 1 Rainier Avenue S(SR 167) Amendments S Grady Way to S 2nd St November 2011 6-07.3(9)1 Application of Field Coatings.................................................................................................................75 6-07.3(10)H Paint System.......................................................................................................................................75 6-07.3(10)K Coating Thickness...............................................................................................................................75 6-07.5 Payment......................................................................................................................................................76 SECTION 6-09,MODIFIED CONCRETE OVERLAYS................................................................................................76 6-09.3(1)E Air Compressor.....................................................................................................................................76 6-09.3(6) Further Deck Preparation.......................................................................................................................76 6-09.3(6)B Deck Repair Preparation.......................................................................................................................77 SECTION 6-10,CONCRETE BARRIER....................................................................................................................77 �. 6-10.3(1) Precast Concrete Barrier.........................................................................................................................77 6-10.3(6) Placing Concrete Barrier.........................................................................................................................77 SECTION 6-11 REINFORCED CONCRETE WALLS...................................................................................................78 6-11.3(3) Precast Concrete Wall Stem Panels........................................................................................................78 SECTION 6-12,NOISE BARRIER WALLS...............................................................................................................78 6-12.3(6) Precast Concrete Panel Fabrication and Erection...................................................................................78 SECTION 6-13,STRUCTURAL EARTH WALLS........................................................................................................78 ... .. 6-13.3(2) Submittals...............................................................................................................................................78 6-13.3(2)A Design Calculation Content Requirements...........................................................................................79 6-13.3(2)B Working Drawing Content Requirements............................................................................................80 6-13.3(3) Excavation and Foundation Preparation................................................................................................81 6-13.3(4) Precast Concrete Facing Panel and Concrete Block Fabrication.............................................................81 6-13.4 Measurement..............................................................................................................................................81 6-13.5 Payment......................................................................................................................................................81 SECTION 6-14,GEOSYNTHETIC RETAINING WALLS.............................................................................................82 6-14.2 Materials.....................................................................................................................................................82 6-14.3(3) Excavation and Foundation Preparation................................................................................................82 6-14.3(6) Permanent Facing...................................................................................................................................82 6-14.4 Measurement..............................................................................................................................................83 6-14.5 Payment.......................................................................................................................................................83 SECTION 6-16,SOLDIER PILE AND SOLDIER PILE TIEBACK WALLS........................................................................83 6-16.5 Payment......................................................................................................................................................83 SECTION 6-17,PERMANENT GROUND ANCHORS...............................................................................................83 6-17.3(3) Submittals...............................................................................................................................................83 6-17.3(5) Tendon Fabrication.................................................................................................................................83 6-17.3(8)B Performance Testing............................................................................................................................84 SECTION 6-18,SHOTCRETE FACING....................................................................................................................85 6-18.2 Materials.....................................................................................................................................................85 Rainier Avenue S(SR 167) Amendments , S Grady Way to S 2nd St November 2011 6-18.3(3) Testing....................................................................................................................................................85 6-18.3(3)A Pre-production Testing.........................................................................................................................86 6-18.3(3)B Production Testing................................................................................................................................86 6-18.3(4) Qualifications of Contractor's Personnel................................................................................................86 SECTION7-02,CULVERTS...................................................................................................................................86 7-02.2 Materials.....................................................................................................................................................86 7-02.5 Payment......................................................................................................................................................87 SECTION 7-04,STORM SEWERS.........................................................................................................................87 7-04.2 Materials.....................................................................................................................................................87 7-04.5 Payment......................................................................................................................................................88 SECTION 7-09,WATER MAINS...........................................................................................................................88 7-09.3(24)A Flushing..............................................................................................................................................88 7-09.3(24)N Final Flushing and Testing..................................................................................................................88 7-09.5 Payment...........................................................................................................................................::.89 SECTION 7-17,SANITARY SEWERS. .. .89 7-17.2 Materials.....................................................................................................................................................89 7-17.5 Payments.....................................................................................................................................................89 SECTION 8-01,EROSION CONTROL AND WATER POLLUTION CONTROL..............................................................89 8-01.2 Materials.....................................................................................................................................................89 8-01.3(1) General...................................................................................................................................................90 8-01.3(1)A Submittals.............................................................................................................................................91 8-01.3(1)B Erosion and Sediment Control(ESC)Lead............................................................................................91 8-01.3(1)C Water Management.............................................................................................................................91 8-01.3(1)D Dispersion/Infiltration..........................................................................................................................92 8-01.3(2)B Seeding and Fertilizing..........................................................................................................................92 8-01.3(2)D Mulching...............................................................................................................................................92 8-01.3(2)E Tacking Agent and Soil Binders.............................................................................................................92 Soil Binding Using Moderate Term Mulch...............................................................................................................93 Soil Binding Using Long Term Mulch.......................................................................................................................93 8-01.3(2)F Dates for Application of Final Seed,Fertilizer,and Mulch....................................................................93 8-01.3(2)G Protection and Care of Seeded Areas..................................................................................................93 8-01.3(2)H Inspection.............................................................................................................................................94 8-01.3(2)1 Mowing..................................................................................................................................................94 8-01.3(3) Placing Erosion Control Blanket..............................................................................................................94 ' B-01.3(4) Placing Compost Blanket 8-01.3(5) Placing Plastic Covering..........................................................................................................................94 8-01.3(6)A Geotextile-Encased Check Dam............................................................................................................95 Rainier Avenue S(SR 167) Amendments S Grady Way to 5 2nd St November 2011 8-01.3(6)B Rock Check Dam...................................................................................................................................95 8-01.3(6)B Quarry Spall Check Dam.......................................................................................................................95 8-01.3(6)D Wattle Check Dam................................................................................................................................95 8-01.3(6)E Coir Log.................................................................................................................................................95 8-01.3(9)A Silt Fence..............................................................................................................................................95 8-01.3(9)B Gravel Filter,Wood Chip or Compost Berm.........................................................................................95 8-01.3(9)C Straw Bale Barrier.................................................................................................................................95 8-01.3(9)D Inlet Protection.....................................................................................................................................96 8-01.3(10) Wattles..................................................................................................................................................96 8-01.3(12) Compost Sock.......................................................................................................................................96 8-01.3(14) Temporary Pipe Slope Drain.................................................................................................................96 8-01.3(15) Maintenance.........................................................................................................................................97 8-01.3(16) Removal................................................................................................................................................97 8-01.4 Measurement..............................................................................................................................................97 8-01.5 Payment......................................................................................................................................................97 SECTION 8-02,ROADSIDE RESTORATION...........................................................................................................98 8-02.2 Materials.....................................................................................................................................................98 8-02.3(2) Roadside Work Plan................................................................................................................................98 8-02.3(2)A Chemical Pesticides..............................................................................................................................98 8-02.3(2)B Weed Control.......................................................................................................................................99 8-02.3(3) Planting Area Weed Control...................................................................................................................99 8-02.3(3)Weed and Pest Control............................................................................................................................99 8-02.3(3)A Planting Area Weed Control.................................................................................................................99 8-02.3(3)B Chemical Pesticides..............................................................................................................................99 8-02.3(5) Planting Area Preparation.....................................................................................................................100 8-02.3(7) Layout of Planting.................................................................................................................................100 8-02.3(8) Planting.................................................................................................................................................100 8-02.3(9) Pruning,Staking,Guying,and Wrapping..............................................................................................101 8-02.3(13) Plant Establishment...........................................................................................................................101 8-02.3(15) Live Fascines.......................................................................................................................................101 8-02.3(16)A Lawn Installation..............................................................................................................................101 8-02.4 Measurement..........................................................................................................................:.................102 8-02.5 Payment....................................................................................................................................................102 SECTION 8-03,IRRIGATION SYSTEMS...............................................................................................................102 8-03.1 Description................................................................................................................................................102 8-03.3 Construction Requirements......................................................................................................................102 8-03.3(1) layout of Irrigation System...................................................................................................................103 Rainier Avenue 5(SR 167) Amendments S Grady Way to S 2nd St November 2011 i �� i 8-03.3(1)A Locating Irrigation Sleeves.................................................................................................................103 I8-03.3(2) Excavation.............................................................................................................................................103 8-03.3(3) Piping..........:.........................................................................................................................................104 8-03.3(4) Jointing..................................................................................................................................................104 8-03.3(5) Installation............................................................................................................................................105 8-03.3(6) Electrical Wire Installation....................................................................................................................105 8-03.3(7) Flushing and Testing.............................................................................................................................106 MainLine Flushing.................................................................................................................................................106 MainLine Testing..................................................................................................................................................106 8-03.3(8) Adjusting System..................................................................................................................................107 8-03.3(11) System Operation...............................................................................................................................107 8-03.3(12) Cross Connection Control Device Installation.....................................................................................107 8-03.3(13) Irrigation Water Service......................................................................................................................107 8-03.3(14) Irrigation Electrical Service.................................................................................................................108 SECTION8-08,RUMBLE STRIPS........................................................................................................................108 8-08.3 Construction Requirements......................................................................................................................108 SECTION 8-09,RAISED PAVEMENT MARKERS...................................................................................................108 8-09 RAISED PAVEMENT MARKERS.................................................................................................................108 8-09.1 Description................................................................................................................................................108 8-09.2 Materials...................................................................................................................................................108 8-09.3 Construction Requirements......................................................................................................................109 8-09.3(1) Preliminary Spotting.............................................................................................................................109 8-09.3(2) Surface Preparation..............................................................................................................................109 8-09.3(3) Marker Preparation..............................................................................................................................109 8-09.3(4) Adhesive Preparation............................................................................................. .........................109 8-09.3(5) Application Procedure..........................................................................................................................110 8-09.3(6) Recessed Pavement Marker.................................................................................................................110 8-09.3(7) Tolerances for Pavement Markers........................................................................................................111 8-09.4 Measurement............................................................................................................................................111 8-09.5 Payment....................................................................................................................................................111 SECTION8-30,GUIDE POSTS............................................................................................................................111 8-10.3 Construction Requirements......................................................................................................................111 SECTION 8-11,GUARDRAIL..............................................................................................................................111 8-11.3(1)A Erection of Posts.................................................................................................................................112 SECTION 8-12,CHAIN LINK FENCE AND WIRE FENCE........................................................................................112 8-12.5 Payment.............................................................................................................................................112 SECTION 8-14,CEMENT CONCRETE SIDEWALKS. .112 Rainier Avenue S(SR 167) Amendments S Grady Way to S 2 nd St November 2011 8-14.2 Material.....................................................................................................................................................112 8-14.3(3) Placing and Finishing Concrete.............................................................................................................112 ' 8-14.3(5) Curb Ramp Detectable Warning Surface Retrofit.................................................................................112 8-14.3(5) Detectable Warning Surface.................................................................................................................113 8-14.4 Measurement............................................................................................................................................113 8-14.5 Payment....................................................................................................................................................113 SECTION8-15,RIPRAP.....................................................................................................................................113 8-15.2 Materials...................................................................................................................................................113 SECTION 8-17,IMPACT ATTENUATOR SYSTEMS...............................................................................................114 8-17.4 Measurement............................................................................................................................................114 8-17.5 Payment....................................................................................................................................................114 SECTION 8-20,ILLUMINATION,TRAFFIC SIGNAL SYSTEMS,AND ELECTRICAL....................................................114 8-20.1 Description................................................................................................................................................114 8-20.3(4) Foundations..........................................................................................................................................114 8-20.3(5) Conduit.................................................................................................................................................114 8-20.3(6) Junction Boxes,Cable Vaults,and Pull boxes.......................................................................................115 8-20.3(8) Wiring...................................................................................................................................................115 8-20.4 Measurement............................................................................................................................................116 8-20.5 Payment....................................................................................................................................................116 SECTION8-21,PERMANENT SIGNING..............................................................................................................116 8-21.3(4) Sign Removal.........................................................................................................................................116 8-21.3(9)F Foundations........................................................................................................................................117 8-21.3(9)G Identification Plates............................................................................................................................117 8-21.3(9)G Sign Structure Identification Information..........................................................................................117 8-21.3(12) Steel Sign Posts...................................................................................................................................117 SECTION 8-22,PAVEMENT MARKING..............................................................................................................117 8-22.1 Description................................................................................................................................................117 8-22.4 Measurement............................................................................................................................................118 8-22.5 Payment....................................................................................................................................................118 SECTION9-01,PORTLAND CEMENT.................................................................................................................118 9-01.2(1) Portland Cement...................................................................................................................................118 SECTION 9-02,BITUMINOUS MATERIALS.........................................................................................................118 9-02.1(8)Flexible Bituminous Pavement Marker Adhesive..................................................................................118 9-02.1(9) Coal Tar Pitch Emulsion,Cationic Asphalt Emulsion Blend Sealer........................................................119 9-02.1(9) Vacant...................................................................................................................................................119 SECTION9-03,AGGREGATES...........................................................................................................................119 9-03.11(2) Streambed Cobbles.............................................................................................................................119 Rainier Avenue S(SR 167) Amendments , S Grady Way to S 2nd St November 2011 1 SECTION 9-04,JOINT AND CRACK SEALING MATERIALS....................................................................................120 9-04:2(1) Hot Poured Joint Sealants....:................................................................................................................120 9-04.11 Butyl Rubber............................................................................................................................................120 9-04.11 Butyl Rubber and Nitrite Rubber........................................................................................................120 SECTION 9-05,DRAINAGE STRUCTURES,CULVERTS,AND CONDUITS. .120 9-05.2(8) Perforated Corrugated Polyethlene Underdraine Pipe(12-inch through 60-inch)..............................120 9-05.2(8) Perforated Corrugated Polyethylene Underdrain Pipe, Couplings and Fittings (12-inch through 60- inch).......................................................................................................................................................................121 9-05.12(1) Solid Wall PVC Culvert Pipe:Solid Wall PVC Storm Sewer Pipe, and Solid Wall PVC Sanitary Sewer Pipe.......... ........ 121 9-05.12(2) Profile Wall PVC Culvert Pipe, Profile Wall PVC Storm Sewer Pipe, and Profile Wall PVC Sanitary SewerPipe.............................................................................................................................................................121 9-05.13 Ductile Iron SewerPipe...........................................................................................................................121 9-05.19 Corrugated Polyethylene Culvert Pipe....................................................................................................121 9-05.19 Corrugated Polyethylene Culvert Pipe,Couplings,and Fittings..............................................................121 9-05.20 Corrugated Polyethylene Storm Sewer Pipe...........................................................................................121 9-05.20 Corrugated Polyethylene Storm Sewer Pipe,Couplings,and Fittings.....................................................121 9-05.21 Steel Rib Reinforced Polyethylene Culvert Pipe......................................................................................122 9-05.22 Steel Rib Reinforced Polyethylene Storm Sewer Pipe.............................................................................122 9-05.23 High Density Polyethylene(HDPE)Pipe..................................................................................................122 9-05.24 Polypropylene Culvert Pipe, Polypropylene Storm Sewer Pipe,and Polypropylene Sanitary Sewer Pipe ...............................................................................................................................................................................123 SECTION 9-06,STRUCTURAL STEEL AND RELATED MATERIALS.........................................................................124 9-06.5(3) High Strength Bolts...............................................................................................................................124 9-06.5(4) Anchor Bolts..........................................................................................................................................125 9-06.16 Roadside Sign Structures.........................................................................................................................125 SECTION 9-07,REINFORCING STEEL-...............................................................................................................126 9-07.1(1)A Acceptance of Materials. .126 9-07.2 Deformed Steel Bars.................................................................................................................................126 9-07.5(1) Epoxy Coated Dowel Bars(For Cement Concrete Pavement)..............................................................126 9-07.5(1) Epoxy Coated Dowel Bars(For Cement Concrete Pavement Rehabilitation).......................................126 SECTION 9-08,PAINTS AND RELATED MATERIALS............................................................................................127 9-08.1(2)C Inorganic Zinc Rich Primer..................................................................................................................127 9-08.1(2)D Organic Zinc Rich Primer....................................................................................................................127 SECTION 9-13,RIPRAP,QUARRY SPALLS,SLOPE PROTECTION,AND ROCK WALLS............................................127 RIPRAP,QUARRY SPALLS,SLOPE PROTECTION,ROCK FOR EROSION AND SCOUR PROTECTION AND ROCK WALLS ...............................................................................................................................................................................127 9-13.3 Sack Riprap................................................................................................................................................127 9-13.3 Vacant.......................................................................................................................................................127 Rainier Avenue S(SR 167) Amendments S Grady Way to S 2nd St November 2011 9-13.4 Vacant.......................................................................................................................................................127 9-13.4 Rock for Erosion and Scour Protection......................................................................................................127 9-13.4(1) Suitable Shape of Rock for Erosion and Scour Protection....................................................................128 128 9-13.4(2) Grading Requirements of Rock for Erosion and Scour Protect ion........................................................129 SECTION 9-14,EROSION CONTROL AND ROADSIDE PLANTING......................................................................... 9-14.1 Soil.............................................................................................................................................................129 9-14.1(1) Topsoil Type A.......................................................................................................................................129 9-14.1(2) Topsoil Type 8.......................................................................................................................................129 9-14.1(3) Topsoil Type C............................................... .....129 9-14.2 Seed.......................................................................................:...................................................................130 9-14.3 Fertilizer....................................................................................................................................................130 9-14.4 Mulch and Amendments...........................................................................................................................130 9-14.4(1) Straw.....................................................................................................................................................131 9-14.4(2) Hydraulically Applied Erosion Control Products(HECPs)......................................................................131 9-14.4(2)A Long Term Mulch................................................................................................................................133 9-14.4(2)B Moderate Term Mulch.......................................................................................................................133 9-14.4(2)C Short Term Mulch...............................................................................................................................134 9-14.4(3) Bark or Wood Chips..............................................................................................................................134 9-14.4(4) Wood Strand Mulch..............................................................................................................................135 9-14.4(5) Lime......................................................................................................................................................135 9-14.4(6) Gypsum.................................................................................................................................................135 9-14.4(7) Tackifier................................................................................................................................................135 9-14.4(7)A Organic Tackifier.................................................................................................................................136 9-14.4(7)B Synthetic Tackifier..............................................................................................................................136 9-14.4(8) Compost................................................................................................................................................136 9-14.4(8)A Compost Submittal Requirements.....................................................................................................138 9-14.4(8)B Compost Acceptance..........................................................................................................................138 9-14.4(9) Vacant...................................................................................................................................................138 9-14.4(10) Vacant.................................................................................................................................................138 9-14.5 Erosion Control Devices............................................................................................................................138 9-14.5(1) Polyacrylamide(PAM)..........................................................................................................................138 9-14.5(2) Erosion Control Blanket........................................................................................................................138 9-14.5(2)A Erosion Control Blanket Approval......................................................................................................139 9-14.5(3) Clear Plastic Covering...........................................................................................................................140 9-14.5(4) Geotextile-Encased Check Dam............................................................................................................140 9-14.5(5) Wattles..................................................................................................................................................140 9-14.5(6) Compost Socks......................................................................................................................................140 Rainier Avenue S SR 167 ( ) Amendments S Grady Way to S 2nd St November 2011 9-14.5(7) Coir Log.................................................................................................................................................141 9-14.5(8) High Visibility Fencing...........................................................................................................................141 9-14.6 Plant Materials..........................................................................................................................................141 9-14.6(1) Description............................................................................................................................................141 9-14.6(2)Quality....................................................................................................................................................142 9-14.6(3) Handling and Shipping..........................................................................................................................143 9-14.6(4) Tagging..................................................................................................................................................144 9-14.6(5) Inspection.............................................................................................................................................144 9-14.6(6) Substitution of Plants............................................................................................................................144 9-14.6(7) Temporary Storage...............................................................................................................................144 9-14.6(8) Sod........................................................................................................................................................145 9-14.7 Stakes,Guys,and Wrapping......................................................................................................................145 SECTION 9-15,IRRIGATION SYSTEM.................................................................................................................145 9-15.3 Automatic Controllers...............................................................................................................................146 9-15.4 Irrigation Heads.........................................................................................................................................146 9-15.5 Valve Boxes and Protective Sleeves----,..... 146 9-15.5 Valve Boxes....................................................................................... 146 9-15.7(1) Manual Control Valves..........................................................................................................................147 9-15.7(2) Automatic Control Valves.....................................................................................................................147 9-15.7(3) Automatic Control Valves With Pressure Regulator.............................................................................147 9-15.8 Quick Coupling Equipment........................................................................................................................147 9-15.9 Drain Valves...............................................................................................................................................147 9-15.10 Hose Bibs.................................................................................................................................................148 9-15.11 Cross Connection Control Devices..........................................................................................................148 9-15.12 Check Valves............................................................................................................................................148 9-15.14 Three-Way Valves...................................................................................................................................148 9-15.15 Flow Control Valves.................................................................................................................................148 9-15.17 Electrical Wire and Splices......................................................................................................................148 9-15.18 Detectable Marking Tape........................................................................................................................149 SECTION 9-16,FENCE AND GUARDRAIL...........................................................................................................149 9-16.3(2) Posts and Blocks............................................................................... .149 SECTION 9-17,FLEXIBLE GUIDE POSTS. ............................................150 9-17.4 Pre-approval..............................................................................................................................................150 SECTION9-22,MONUMENT CASES..................................................................................................................150 9-22.1 Monument Cases,Covers,and Risers.......................................................................................................150 ' SECTION 9-23,CONCRETE CURING MATERIALS AND ADMIXTURES.......................................... :..... ..........150 9-23.1 Sheet Materials for Curing Concrete. .150 Rainier Avenue S(SR 167) Amendments S Grady Way to S 2nd St November 2011 9-23.2 Liquid Membrane Forming Concrete Curing Compounds.........................................................................151 9-23.12 Metakaolin.............................................................................................................................................. 151 9-23.13 Blended Supplementary Cementitious Material................................................................................... 151 9-23.9 Fly Ash.......................................................................................................................................................151 9-23.9(1) Tests and Acceptance...........................................................................................................................151 9-23.10 Ground Granulated Blast Furnace Slag...................................................................................................152 9-23.10(1) Tests and Acceptance.........................................................................................................................152 SECTION 9-29,ILLUMINATION,SIGNAL,ELECTRICAL........................................................................................iS2 9-29.1(4) Non-Metallic Conduit............................................................................................................................152 9-29.1(4)B Expansion Fittings...............................................................................................................................152 9-29.1(4)A Rigid PVC Conduit...............................................................................................................................152 9-29.1(4)C HDPE Conduit.....................................................................................................................................153 9-29.2(1)A Standard Duty Junction Boxes............................................................................................................153 9-29.2(2)A Standard Duty Cable Vaults and Pull Boxes........................................................................................153 9-29.3(2)B Multi-Conductor Cable.......................................................................................................................153 9-29.3(2)E Two-Conductor Shielded....................................................................................................................154 9-29.3(2)F Detector Loop Wire.............................................................................................................................154 9-29.3(2)G Four-Conductor Shielded Cable.........................................................................................................154 9-29.4 Messenger Cable,Fittings.........................................................................................................................154 9-29.6(5) Foundation Hardware...........................................................................................................................154 9-29.7 Luminaire Fusing and Electrical Connections at Light Standard Bases, Cantilever Bases and Sign Bridge Bases ...................................................................................................................................155 9-29.7(1) Unfused Quick-Disconnect...................................................................................................................155 9-29.7(2) Fused Quick-Disconnect........................................................................................................................155 9-29.9 Ballast,Transformers................................................................................................................................156 9-29.9(1) Ballast...................................................................................................................................................156 9-29.9(2) Transformers........................................................................................................................................157 9-29.10 Luminaires................................................................................................................................................157 9-29.10(1) Cobra Head Luminaires.......................................................................................................................158 9-29.10(1) Conventional Roadway Luminaires.....................................................................................................158 9-29.10(2) Decorative Luminaires........................................................................................................................159 9-29.10(3) Hi Luminaires.................................................................................160 High Mast Luminaires and Post Top 9-29.10(3) Vacant.................................................................................................................................................160 9-29.10(5) Sign Lighting Luminaires.....................................................................................................................160 9-29.10(5)A Sign Lighting Luminaires-Mercury Vapor........................................................................................160 9-29.10(5)A Sign Lighting Luminaires-Isolation Switch......................................................................................160 , 9-29.10(5)B Sign lighting Fixtures-Induction......................................................................................................160 9-29.12 Electrical Splice Materials.......................................................................................................................161 Rainier Avenue S(SR 167) Amendments S Grady Way to S 2nd St November 2011 i 1 9-29.12(1) Illumination Circuit Splices..................................................................................................................161 9-29.12(1)A Heat Shrink Splice Enclosure............................................................................................................161 9-29.12(1)B Molded Splice Enclosure..................................................................................................................161 9-29.12(2) Traffic Signal Splice Material...............................................................................................................161 9-29.15 Flashing Beacon Control..........................................................................................................................161 9-29.16 Vehicular Signal Heads............................................................................................................................161 9-29.16 Vehicular Signal Heads,Displays and Housing........................................................................................162 9-29.16(1) Optically Programmed,Adjustable Face,12-inch Traffic Signal.........................................................162 9-29.16(1) Optically Programmed Adjustable Face,and Programmable,Array 12-inch Traffic Signal................162 9-29.16(1)A Optical Systems................................................................................................................................162 9-29.16(1)Al Conventional Optical System.........................................................................................................162 9-29.16(1)A2 LED Programmable Array...............................................................................................................162 9-29.16(1)B Construction......................................................................................................................................163 1 9-29.16(1)B Housing Construction.......................................................................................................................163 9-29.16(1)D Electrical...........................................................................................................................................163 9-29.16(1)D Housing Electrical.............................................................................................................................163 9-29.16(1)Dl Electrical Conventional...................................................................................................................163 9-29.16(1)D2 Electrical LED..................................................................................................................................163 9-29.16(1)E Photo Controls..................................................................................................................................163 9-29.16(1)Ei Conventional Photo Controls..........................................................................................................163 9-29.16(1)E2 LED Photo Controls.........................................................................................................................163 9-29.16(2)A Optical Units.....................................................................................................................................163 9-29.16(2)B Signal Housing..................................................................................................................................164 9-29.16(2)D Back Plates.......................................................................................................................................164 9-29.16(2)D Vacant...............................................................................................................................................164 9-29.16(2)E Painting Signal Heads.........................................................................................................................164 9-29.16(3) Polycarbonate Traffic Signal Heads....................................................................................................164 9-29.16(3)A 8-inch Polycarbonate Traffic Signal Heads.......................................................................................165 9-29.16(3)B 12-inch Polycarbonate Traffic Signal Heads ....................165 9-29.16(4) Traffic Signal Cover.............................................................................................................................165 9-29.18 Vehicle Detector..................................................................................................... .165 9-29.19 Pedestrian Push Buttons. .................................165 9-29.25 Amplifier,Transformer,and Terminal Cabinets......................................................................................165 SECTION 9-30,WATER DISTRIBUTION MATERIALS...........................................................................................166 9-30.1(1) Ductile Iron Pipe...................................................................................................................................166 9-30.1(2) Polyethylene Encasement.....................................................................................................................166 SECTION 9-31,ELASTOMERIC BEARING PADS.......................................................................................................166 Rainier Avenue S(SR 167) Amendments od S Grady Way to S 2 St November 2011 9-31.1 Requirements............................................................................................................................................166 SECTION 9-32,MAILBOX SUPPORT..................................................................................................................167 , 9-32.2 Bracket,Platform,and Anti-Twist Plate....................................................................................................167 SECTION 9-33,CONSTRUCTION GEOSYNTHETIC...............................................................................................167 9-33.4(3) Acceptance Samples.............................................................................................................................167 SECTION 9-34,PAVEMENT MARKING MATERIAL..................................................................................................167 9-34.1 General......................................................................................................................................................167 9-34.2 Paint..........................................................................................................................................................168 9-34.2(1) High VOC Solvent Based Paint..............................................................................................................168 9-34.2(1) Vacant...................................................................................................................................................168 SECTION 9-35,TEMPORARY TRAFFIC CONTROL MATERIALS.............................................................................168 9-35.0 General Requirements..............................................................................................................................168 9-35.12 Truck-Mounted Attenuator.....................................................................................................................168 9-35.12 Transportable Attenuator.......................................................................................................................168 9-35.12(1) Truck-Mounted Attenuator................................................................................................................169 9-35.12(2) Trailer-Mounted Attenuator...............................................................................................................169 9-35.12(3) Submittal Requirements.....................................................................................................................169 Rainier Avenue S(SR 167) Amendments S Grady Way to S 2nd St November 2011 Amendments to the 2010 Standard Specifications INTRODUCTION The following Amendments and Special Provisions shall be used in conjunction with the 2010 Standard Specifications for Road,Bridge,and Municipal Construction. AMENDMENTS TO THE STANDARD SPECIFICATIONS The following Amendments to the Standard Specifications are made a part of this contract and supersede any conflicting provisions of the Standard Specifications. For informational purposes,the date following each Amendment title indicates the implementation date of the Amendment or the latest date of revision. Each Amendment contains all current.revisions to the applicable section of the Standard Specifications and may include references which do not apply to this particular project. SECTION 1-01,DEFINITIONS AND TERMS (WSDOT Amendment August 2,2010) 1-01.2(1) Associations and Miscellaneous The abbreviation and definition"AREA American Railway Engineering Association" is replaced with the following: AREMA American Railway Engineering and Maintenance Association SECTION 1-02,BID PROCEDURES AND CONDITIONS (WSDOTAmendmentJuly 11,2011) 1-02.5 Proposal Forms The first paragraph is revised to read: At the request of a prequalified Bidder, the Contracting Agency will provide a physical Proposal Form for any project on which the Bidder is eligible to Bid. For certain projects selected at the sole discretion of the Contracting Agency, the Bidder may also be authorized to access an electronic Proposal Form for submittal via Trns•Port Expedite•software and BidExpress®. 1-02.6 Preparation of Proposal The first paragraph is revised to read: The Contracting Agency will accept only those Proposals properly executed on physical forms it provides, or electronic forms that the bidder has been authorized to access. Unless it approves in writing, the Contracting Agency will not accept Proposals on forms attached to the Plans and stamped"Informational'. The second paragraph is revised to read: Rainier Avenue S(SR 167) Amendments S Grady Way to S 2nd St November 2011 Amendments 18 Amendments to the 2010 Standard Specifications All prices shall be in legible figures(not words) written in ink or typed,and expressed in U.S.dollars and cents.The Proposal shall include: 1. A unit price for each item (omitting digits more than four places to the right of the decimal point), 2. An extension for each unit price(omitting digits more than two places to the right of the decimal point),and 3. The total Contract price(the sum of all extensions). In the space provided on the signature sheet,the Bidder shall confirm that all Addenda have been received. , The third paragraph is revised to read: The Bidder shall submit with the Bid a completed Disadvantaged Business Enterprises (DBE) Utilization Certification, when required by the Special Provisions. For each and every DBE firm listed on the Bidder's completed DBE Utilization Certification, the Bidder shall submit written confirmation from that DBE firm that the DBE is in agreement with the DBE participation commitment that the Bidder has made in the Bidders completed DBE Utilization Certification. WSDOT Form 422-031 EF (DBE Written Confirmation Document) is available for this purpose. Bidder must submit good faith effort documentation with the DBE Utilization Certification ONLY In The Event the bidder's efforts to solicit sufficient DBE participation have been unsuccessful. Directions for delivery of the DBE Written Confirmation Documents and DBE Good Faith Effort documentation are included in Section 1-02.9 Delivery of Proposal and Section 1-02.10 Withdrawing, Revising or Supplementing Proposal. 1-02.7 Bid Deposit This section is revised to read: A deposit of at least 5-percent of the total Bid shall accompany each Bid.This deposit may be cash, certified check cashier's check or a proposal bond Sure bond). For projects that are selected b P P (Surety ) P 1 Y the Contracting Agency to be bid electronically, the proposal bond may be in either a physical format, or an electronic format via Surety2000.com or Insurevision.com and BidExpress®. When a physical bid deposit or proposal bond is furnished to accompany an electronic Proposal Form, the Bid deposit shall be received by the Contracting Agency at the location specified for receipt of bids prior to the time set for receipt of Bids. Any proposal bond shall be on a form acceptable to the Contracting Agency and shall be signed by the Bidder and the Surety. A proposal bond shall not be conditioned in any way to modify the minimum 5-percent required. The Surety shall: (1) be registered with the Washington State Insurance Commissioner, and (2) appear on the current Authorized Insurance List in the State of Washington published by the Office of the Insurance Commissioner. The failure to furnish a Bid deposit of a minimum of S-percent with the Bid or as a physical supplement to the electronic Proposal Form shall make the Bid nonresponsive and shall cause the Bid to be rejected by the Contracting Agency. Rainier Avenue S(SR 167) Amendments r S Grady Way to S 2nd St November 2011 Amendments 19 Amendments to the 2010 Standard Specifications 1-02.8(2) Lobbying Certification The last paragraph is revised to read: The Certification for Federal-Aid Contracts (Form DOT 272-040) may be reproduced from the Proposal form. The disclosure form is available from the Washington State Department of Transportation's Contract Ad&Award Office,Transportation Building,Olympia,Washington 98504. 1-02.9 Delivery of Proposal This section is revised to read: For projects scheduled for bid opening in Olympia, each Proposal shall be sealed and submitted in the envelope provided with it,or electronically via Trns•Port Expedite•software and BidExpress•at the location and time identified in Section 1-02.12.The Bidder shall fill in all blanks on this envelope to ensure proper handling and delivery. 1 For projects scheduled for bid opening in other locations, each Proposal shall be sealed and submitted in the envelope provided with it, at the location and time identified in Section 1-02.12. The Bidder shall fill in all blanks on this envelope to ensure proper handling and delivery. The Contracting Agency will not open or consider any Proposal or any supplement to a Proposal that is received after the time specified for receipt of Proposals,or received in a location other than that specified for receipt of Proposals. NOTE: Certain documents that are required for an electronic Bid Proposal to be responsive CANNOT be submitted electronically via Trns•Port Expedite• software and BidExpress®. These documents include: 1. DBE Written Confirmation Documents;and, 2. Good Faith Effort Documentation;and, 3. Cash,certified checks,cashier's checks,or a proposal bond(Surety bond)in formats other than via Surety2000.com or Insurevision.com. The Bidder shall provide all documents that are required for an electronic Bid Proposal to be responsive (but cannot be submitted electronically via Trns•Port Expedite® software and BidExpress®)as a supplement to their electronic Bid Proposal in one of the following methods: 1. Physically in a sealed envelope marked as "BID SUPPLEMENT" and bearing the Bidders company name, project title, Bid date, and description of contents (for example: DBE Written Confirmation, DBE Good Faith Efforts,Proposal Deposit,etc.);or, 2. Except for Item#3 above, by facsimile to the following FAX number: (360)705-6966. E-mailed submittals are not acceptable. The Contracting Agency is not responsible for delayed, partial,failed, illegible or partially legible FAX document transmissions,and such documents may be rejected as incomplete at the Bidder's risk. rRainier Avenue S(SR 167) Amendments S Grady Way to S 2'd St November 2011 Amendments 20 t Amendments to the 2010 Standard Specifications 1-02.10 Withdrawal or Revision of Proposal This section including title is revised to read: Withdrawing,Revising,or Supplementing Proposal After submitting a physical Bid Proposal to the Contracting Agency, the Bidder may withdraw, revise,or supplement it if: 1. The Bidder submits a written request signed by an authorized person,and 2. The Contracting Agency receives the request before the time set for receipt of Proposals. The original physical Bid Proposal may be supplemented, or revised and resubmitted as the official Bid Proposal if the Contracting Agency receives it before the time set for receipt of Proposals. Faxed Bid revisions and supplements will be accepted only if they are submitted in accordance with the "Example Format for Facsimile Bid Changes" instructions posted on the WSDOT website at http://www.wsdot.wa.gov/biz/contaa/bulletin/. E-mailed requests to withdraw, revise or supplement a Proposal are not acceptable. The contracting Agency is not responsible for delayed, partial, failed, illegible or partially legible FAX document transmissions,and such documents may be rejected as incomplete at the Bidders risk. The Contracting Agency will not accept requests to revise or withdraw electronic Bid Proposals. Such requests shall be furnished directly to BidExpress• and in accordance with their terms and conditions. 1-02.13 Irregular Proposals In the first paragraph, Item h beneath item number 1 is revised to read: h. The Bidder fails to submit or properly complete a Disadvantaged Business Enterprise Utilization Certification, if applicable,as required in Section 1-02.6; In the first paragraph,item I beneath item number 1 is revised to read: i. The Bidder fails to submit written confirmation from each DBE firm listed on the Bidder's completed DBE Utilization Certification that they are in agreement with the bidders DBE participation commitment, if applicable, as required in Section 1-02.6, or if the written confirmation that is submitted fails to meet the requirements of the Special Provisions; Item 1 in the first paragraph is supplemented with the following: j. The Bidder fails to submit DBE Good Faith Effort documentation, if applicable, as required in Section 1-02.6, or if the documentation that is submitted fails to demonstrate that a Good Faith Effort to meet the Condition of Award was made;or k. The Bid Proposal does not constitute a definite and unqualified offer to meet the material terms of the Bid invitation. SECTION 1-06,CONTROL OF MATERIALS (WSDOT Amendment January 3,2011) Rainier Avenue S(SR 167) Amendments r S Grady Way to S 2"d St November 2011 Amendments 21 Amendments to the 2010 Standard Specifications 1-06.1 Approval of Materials Prior to Use This section is supplemented with the following new sub-section: ' 1-06.1(4) Fabrication Inspection Expense In the event the Contractor elects to have items fabricated beyond 300 miles from Seattle, ' Washington the Contracting Agency will deduct from payment due the Contractor costs to perform fabrication inspection on the following items: • Steel Bridges and Steel Bridge components • Cantilever Sign Structures and Sign Bridges • Prestressed Concrete Girders and Precast Bridge Components • Cylindrical,Disc,Pin,and Spherical Bearings • Modular Expansion Joints • Epoxy Coated Reinforcing Steel • Painted and Powder Coated Luminaire and Signal Poles • Additional items as may be determined by the Engineer The deductions for fabrication inspection costs will be as shown in the Payment Table below. Zone Place of Fabrication Reduction in Payment 1 Within 300 airline miles from None Seattle 2 Between 300 and 3,000 airline $700.00 per*inspection day miles from Seattle 1 3 Over 3,000 airline miles from $1,000 per*inspection day, Seattle but not less than$2,500 per trip *Note - An inspection day includes any calendar day or portion of a calendar day spent inspecting at or traveling to and from a place of fabrication. 1 Where fabrication of an item takes place in more than one zone,the reduction in payment will be computed on the basis of the entire item being fabricated in the furthest of zones where any fabrication takes place on that item. The rates for Zone 2 and 3 shall be applied for the full duration time of all fabrication inspection activities to include but not limited to; plant approvals, prefabrication meetings, fabrication, coatings and final inspection. ' Rainier Avenue 5(SR 167) Amendments S Grady Way to S 2nd St November 2011 Amendments 22 Amendments to the 2010 Standard Specifications 1-06.2(2)A General Table 2"Pay Factors"on page 1-39 is revised to read: Table 2 Pay Factors PAY FACTOR Minimum Required Percent of Work Within Specification Limits for a Given Factor(PU+PL)-100 Category n_3 n-4 n=5 n.6 r.7 n=8 n-9 n_10 n=12 n=15 n=18 n.23 rk30 na43 rt67 , to to to to to to to to n=11 n=14 n-17 n=22 n_29 n=42 n-66 - 1.05 100 100 100 100 100 100 100 100 100 100 1.04 100 99 97 95 96 96 96 97 97 97 97 1.03 100 98 96 94 92 93 93 94 95 95 96 96 1.02 99 97 94 91 89 90 91 92 93 93 94 94 1.01 100 100 1 100 98 1 95 1 92 89 87 88 89 90 1 91 92 92 1 93 1.00 69 75 78 80 82 83 84 85 86 87 88 89 90 91 92 0.99 66 72 76 78 80 81 82 83 84 85 86 87 89 90 91 0.98 64 70 74 76 78 79 80 81 82 84 85 86 87 88 90 0.97 63 68 72 74 76 77 78 79 81 82 83 84 86 87 88 0.96 61 67 70 72 74 75 76 78 79 81 82 83 84 86 87 0.95 59 65 68 71 72 74 75 76 78 79 80 82 83 84 86 0.94 58 63 67 69 71 72 73 75 76 78 79 80 82 83 85 0.93 57 62 65 67 69 71 72 73 75 76 78 79 80 82 84 0.92 55 60 63 66 68 69 70 72 73 75 76 78 79 81 82 0.91 54 59 62 64 66 68 89 70 72 74 75 76 78 79 81 0.90 53 57 61 63 65 66 67 69 71 72 74 75 77 78 80 0.89 51 56 59 62 63 65 66 68 69 71 72 74 75 77 79 0.88 50 55 58 60 62 64 65 66 68 70 71 73 74 76 78 0.87 49 53 57 59 61 62 63 65 67 68 70 71 73 75 77 0.86 48 52 55 58 59 61 62 64 66 67 69 70 72 74 76 (Continued) Table 2"Pay Factors"on page 1-40 is revised to read: Table 2 Pay Factors(continued) PAY FACTOR Minimum Required Percent of Work Within Specification Limits for a Given Factor(Pe+PL)-100 Category n-3 n=4 n=5 n-6 r=7 n_8 rt=9 n=10 n=12 n=15 n=18 n=23 r=30 n=43 r--67 to to to to to to to to na11 n=14 n:17 na22 n=29 n.42 n-e6 b 0.85 46 51 54 56 58 60 61 62 64 66 67 69 71 72 7T- 0.84 45 49 53 55 57 58 60 61 63 65 66 68 70 71 73 0.83 44 48 51 54 56 57 58 60 62 64 65 67 69 70 72 0.82 43 47 50 53 54 56 57 59 61 62 64 66 67 69 71 0.81 41 46 49 51 53 55 56 58 59 61 63 64 66 68 1 70 0.80 40 44 48 50 52 54 55 56 58 60 62 63 65 67 Log 0.79 39 43 46 49 51 52 54 55 57 59 61 62 64 66 0.78 38 42 45 48 50 51 52 54 56 58 59 61 63 65 0.77 36 41 44 46 48 50 51 53 55 57 58 60 62 64 0.76 35 39 43 45 47 49 50 52 54 56 57 59 61 63.75 33 38 42 44 46 48 49 51 53 54 56 58 W 62 REJECT Values Less Than Those Shown Above Reject 1ty Levels Less Than a Those Specified for 0.75 Pay Factor Note:If the value of(P +P)-100 does not correspond to a P +P -100 value in this table,use the ne)d smaller(P +P)-100 value. SECTION 1-07 LEGAL RELATIONS AND RESPONSIBILITIES TO THE PUBLIC (WSDOTAmendmentAugust 1,2011) j Rainier Avenue S(SR 167) Amendments r S Grady Way to S 2nd St November 2011 Amendments 23 i Amendments to the 2010 Standard Specifications t ICI 1-07.2 Sales Tax The third sentence in the first paragraph is revised to read: The Contractor shall contact the Contract Payment section of the Division of Accounting& Financial Services of the Department of Transportation,Olympia WA for questions on sales tax. The first sentence in the third paragraph is revised to read: The Contracting Agency will pay the retained percentage only if the Contractor has obtained from the State Department of Revenue a certificate showing that all Contract-related taxes have been paid(RCW 60.28.051). 1-07.5(3)State Department of Ecology Item No.4.in the first paragraph is revised to read: 4. Perform Work in such a manner that all materials and substances not specifically identified in the Contract documents to be placed in the water do not enter waters of the State, including wetlands. These include, but are not limited to, petroleum products, hydraulic fluid, fresh concrete, concrete wastewater, process wastewater, slurry materials and waste from shaft drilling, sediments, sediment-laden water, chemicals, paint, solvents, or other toxic or deleterious materials. 1-07.9(1) General The second sentence in the fourth paragraph is revised to read: When the project involves highway Work, heavy Work and building Work, the Contract Provisions may list a Federal wage and fringe benefit rate for the highway Work, a separate Federal wage and fringe benefit rate for both the heavy Work and the building Work. 1-07.13(4) Repair of Damage The last sentence in the first paragraph is revised to read: For damage qualifying for relief under Sections 1-07.13(1), 1-07.13(2), 1-07.13(3), or 8-17.5, payment will be made in accordance with Section 1-09.4 using the estimated bid item "Reimbursement for Third Party Damage". 1-07.14 Responsibility for Damage 1 The third,fourth and fifth paragraphs are revised to read: ' Subject to the limitations in this section and RCW 4.24.115 the Contractor shall indemnify, defend, and save harmless the State, Governor, Commission, Secretary, and all officers and employees of the State from all claims, suits, or actions brought for injuries to, or death of, any persons or damages resulting from construction of the Work or in consequence of any negligence or breach of contract regarding the Work, or the use of any improper materials in the Work, caused in whole or in part by any act or omission by the Contractor or the agents or employees of the Contractor ' Rainier Avenue S(SR 167) Amendments S Grady Way to S 2nd St November 2011 Amendments 24 Amendments to the 2010 Standard Specifications 1 III during performance or at any time before final acceptance. In addition to any remedy authorized by law, the State may retain so much of the money due the Contractor as deemed necessary by the Engineer to ensure indemnification until disposition has been made of such suits or claims. Subject to the limitations in this section and RCW 4.24.115,the Contractor shall indemnify,defend, and save harmless any county,city,or region, its officers, and employees connected with the Work, within the limits of which county, city, or region the Work is being performed, all in the same manner and to the same extent as provided above for the protection of the State, its officers and ' employees, provided that no retention of money due the Contractor be made by the State except as provided in RCW 60.28, pending disposition of suits or claims for damages brought against the county,city,or district. Pursuant to RCW 4.24.115, where such claims, suits, or actions result from the concurrent negligence of(a)the indemnitee or the indemnitee's agents or employees and (b)the Contractor or the Contractor's agent or employees, the indemnity provisions provided in the preceding paragraphs of this section shall be valid and enforceable only to the extent of the Contractor's negligence or the negligence of its agents and employees. This section is supplemented with the following: i THE CONTRACTOR SPECIFICALLY ASSUMES ALL POTENTIAL LIABILITY FOR ACTIONS BROUGHT BY EMPLOYEES OF THE CONTRACTOR AND, SOLELY FOR THE PURPOSE OF ENFORCING THE DEFENSE AND INDEMNIFICATION OBLIGATIONS SET FORTH IN SECTION 1-07.14, THE CONTRACTOR SPECIFICALLY WAIVES ANY IMMUNITY GRANTED UNDER THE STATE INDUSTRIAL INSURANCE LAW, ' RCW TITLE 51. THIS WAIVER HAD BEEN MUTUALLY NEGOTIATED BY THE PARTIES. THE CONTRACTOR SHALL SIMILARLY REQUIRE THAT EACH SUBCONTRACTOR IT RETAINS IN CONNECTION WITH THE PROJECT COMPLY WITH THE TERMS OF THIS PARAGRAPH, WAIVE ANY IMMUNITY GRANTED UNDER RCW TITLE 51 AND ASSUME ALL LIABILITY FOR ACTIONS BROUGHT BY EMPLOYEES OF THE SUBCONTRACTOR. 1-07.15 Temporary Water Pollution/Erosion Control The fourth paragraph is deleted. 1-07.15(1) Spill Prevention,Control and Countermeasures Plan This section is deleted in its entirety and replaced with the following: The Contractor shall prepare and implement a project-specific spill prevention, control, and countermeasures plan (SPCC Plan)for the duration of the project. The Contractor shall submit the plan to the Project Engineer no later than the date of the preconstruction conference. No on-site , construction activities may commence until the Contracting Agency accepts an SPCC Plan for the project. SPCC Plan template and guidance information is available at: http://www.wsdot.wa.gov/Environment/HazMat/Spill Prevention.htm. The SPCC Plan shall address all fuels, petroleum products and hazardous materials, as defined in Chapter 447 of the WSDOT Environmental Procedures Manual (M 31-11). Occupational safety and health requirements that may pertain to SPCC Plan implementation are contained in, but not Rainier Avenue S(SR 167) Amendments ' S Grady Way to S 2nd St November 2011 Amendments 25 i Amendments to the 2010 Standard Specifications limited to, WAC 296-824 and WAC 296-843. The SPCC Plan shall address conditions that may be required by Section 3406 of the current International Fire Code, or as approved by the local Fire Marshal. Implementation Requirements The Contractor shall update the SPCC Plan throughout project construction so that the written plan ' reflects actual site conditions and practices. The Contractor shall update the SPCC Plan at least annually and maintain a copy of the updated SPCC Plan on the project site. The Contractor shall fully implement the SPCC Plan,as accepted and updated,at all times. SPCC Plan Element Requirements The SPCC Plan shall set forth the following information in the following order: 1. Responsible Personnel Identify the names, titles, and contact information for the personnel responsible for implementing and updating the plan and for responding to spills. 2. Spill Reporting List the names and telephone numbers of the Federal, State, and local agencies the Contractor shall notify in the event of a spill. ' 3. Project and Site Information Describe the following items: A. The project Work. B. The site location and boundaries. C. The drainage pathways from the site. D. Nearby waterways and sensitive areas and their distances from the site. 1 4. Potential Spill Sources Describe each of the following for all potentially hazardous materials brought or generated on-site (including materials used for equipment operation, refueling, maintenance,or cleaning): A. Name of material and its intended use. B. Estimated maximum amount on-site at any one time. ' C. Location(s) (including any equipment used below the ordinary high water line) where the material will be staged, used,and stored and the distance(s)from nearby waterways and sensitive areas. 5. Pre-Existing Contamination Describe any pre-existing contamination and contaminant sources (such as buried pipes or tanks) in the project area that are described in the Contract provisions and Plans. Rainier Avenue S(SR 167) Amendments S Grady Way to S 2"d St November 2011 Amendments 26 1 Amendments to the 2010 Standard Specifications Identify equipment and work practices that shall be used to prevent the release of contamination. 6. Spill Prevention and Response Training Describe how and when all project personnel, including refueling personnel and other Subcontractors,shall be trained in spill prevention,containment,and response and in the location of spill response kits. 7. Spill Prevention Describe the following items: A. The contents and locations of spill response kits that the Contractor shall supply and maintain that are appropriately stocked,located in close proximity to hazardous materials and equipment,and immediately accessible. B. Security measures for potential spill sources to prevent accidental spills and vandalism. C. Methods used to prevent stormwater from contacting hazardous materials. ' D. Secondary containment for each potential spill source listed in 4,above. Secondary containment structures shall be in accordance with Section S9.13.9 of Ecology's Construction Storm water General NPDES Permit,where secondary containment means placing tanks or containers within an impervious structure capable of containing 110%of the volume contained in the largest tank within the containment structure.Double-walled tanks do not require additional secondary containment. E. BMP Methods used to prevent discharges to ground or water during mixing and transfers of hazardous materials and fuel. Methods to control pollutants shall use BMPs in accordance with Ecology's Construction Stormwater General NPDES Permit. BMPs guidance is provided in Ecology's Stormwater , Management Manuals,such as Volume II—Construction Stormwater Pollution Prevention,BMP C153 and Volume IV Source Control BMPs. F. Refueling procedures for equipment that cannot be moved from below the ordinary high water line. G. Daily inspection and cleanup procedures that ensure all equipment used below the ordinary high water line is free of all external petroleum-based products. H. Routine equipment,storage area,and structure inspection and maintenance practices to prevent drips, leaks or failures of hoses,valves,fittings,containers, , pumps,or other systems that contain or transfer hazardous materials. I. Site inspection procedures and frequency. 8. Spill Response Outline the response procedures the Contractor shall follow for each scenario listed below, indicating that if hazardous materials are encountered or spilled during construction, the Contractor shall do everything possible to control and contain the material until appropriate measures can be taken. Include a description of the actions the Rainier Avenue S(SR 167) Amendments , S Grady Way to S 2nd St November 2011 Amendments 27 I ' Amendments to the 2010 Standard Specifications Contractor shall take and the specific on-site spill response equipment that shall be used to assess the spill,secure the area,contain and eliminate the spill source,clean up spilled material,decontaminate equipment,and dispose of spilled and contaminated material. A. A spill of each type of hazardous material at each location identified in 4, above. B. Stormwater that has come into contact with hazardous materials. ' C. A release or spill of any pre-existing contamination and contaminant source described in 5,above. ' D. A release or spill of any unknown pre-existing contamination and contaminant sources(such as buried pipes or tanks)encountered during project Work. E. A spill occurring during Work with equipment used below the ordinary high ' water line. If the Contractor will use a Subcontractor for spill response, provide contact information ' for the Subcontractor under item 1 (above), identify when the Subcontractor shall be used, and describe actions the Contractor shall take while waiting for the Subcontractor to respond. 9. Project Site Map Provide a map showing the following items: A. Site location and boundaries. B. Site access roads. C. Drainage pathways from the site. D. Nearby waterways and sensitive areas. E. Hazardous materials,equipment,and decontamination areas identified in 4, above. F. Pre-existing contamination or contaminant sources described in 5,above. ' G. Spill prevention and response equipment described in 7 and 8,above. 10. Spill Report Forms Provide a copy of the spill report form(s) that the Contractor shall use in the event of a release or spill. ' Payment Payment will be made in accordance with Section 1-04.1 for the following bid item when it is included in the Proposal: "SPCC Plan,"lump sum. When the written SPCC Plan is accepted by Contracting Agency, the Contractor shall receive 50- percent of the lump sum Contract price for the plan. The remaining 50-percent of the lump sum Rainier Avenue S(SR 167) Amendments S Grady Way to S 2"d St November 2011 Amendments 28 Amendments to the 2010 Standard Specifications ' price will be paid after the materials and equipment called for in the Plan are mobilized to the project. , The lump sum payment for "SPCC Plan" shall be full pay for all costs associated with creating and updating the accepted SPCC Plan, all costs associated with the set up of prevention measures, and ' implementing the current SPCC Plan as required by this Specification. As to other costs associated with releases or spills, including restocking spill kits, the Contractor ' may request payment as provided for in the Contract. No payment shall be made if the release or spill was caused by or resulted from the Contractor's operations, negligence,or omissions. 1-07.16(2) Vegetation Protection and Restoration , The second paragraph is revised to read: Damage which may require replacement of vegetation includes torn bark stripping, broken , branches, exposed root systems, cut root systems, poisoned root systems, compaction of surface soil and roots,puncture wounds,drastic reduction of surface roots or leaf canopy, changes in grade ' greater than 6-inches, or any other changes to the location that may jeopardize the survival or health of the vegetation to be preserved. The third paragraph is revised to read: When large roots of trees designated to be saved are exposed by the Contractor's operation, they ' shall be wrapped with heavy, moist material such as burlap or canvas for protection and to prevent excessive drying.The material shall be kept moist and securely fastened until the roots are covered to finish grade.All material and fastening material shall be removed from the roots before covering. All roots 1-inch or larger in diameter, which are damaged, shall be pruned with a sharp saw or pruning shear. Damaged,torn,or ripped bark shall be removed as designated by the Engineer at no additional cost to the Contracting Agency. The fourth paragraph is revised to read: , Any pruning activity required to complete the Work as specified shall be performed by a Certified Arborist as designated by the Engineer. 1-07.18 Public Liability and Property Damage Insurance This section is deleted in its entirety and replaced with the following: 1-07.18 Public Liability and Property Damage Insurance The Contractor shall obtain and keep in force the following policies of insurance. The policies shall be with companies or through sources approved by the State Insurance Commissioner pursuant to Chapter 48.05, RCW. Unless otherwise indicated below,the policies shall be kept in force from the execution date of the Contract until the date of acceptance by the Secretary(Section 1-05.12). 1. Owners and Contractors Protective (OCP) Insurance providing bodily injury and property damage liability coverage with limits of $3,000,000 per occurrence and, per project, in the aggregate for each policy period,written on Insurance Services Office (ISO)form CG0009 1204, Rainier Avenue 5(SR 167) Amendments , 5 Grady Way to S 2nd St November 2011 Amendments 29 Amendments to the 2010 Standard Specifications together with Washington State Department of Transportation amendatory endorsement CG 2908 1195, specifying the Contracting Agency, the State, the Governor, the Commission, the Secretary,the Department and all officers and employees of the State as named insured. 2. Commercial General Liability(CGL) Insurance written under ISO Form CG0001 or its equivalent with minimum limits of $3,000,000 per occurrence and in the aggregate for each one year policy period. This coverage may be any combination of primary, umbrella or excess liability coverage affording total liability limits of not less than $3,000,000 per occurrence and in the aggregate.Products and completed operations coverage shall be provided for a period of three years following Substantial Completion of the Work. ' 3. Commercial Automobile Liability Insurance providing bodily injury and property damage liability coverage for all owned and nonowned vehicles assigned to or used in the performance of the Work with a combined single limit of not less than $1,000, 000 each occurrence. This ' coverage may be any combination of primary, umbrella or excess liability coverage affording total liability limits of not less than $1,000,000 per occurrence with the State named as an additional insured or designated insured in connection with the Contractor's Performance of the Contract. If pollutants are to be transported, MCS 90 and CA 99 48 endorsements are required on the Commercial Automobile Liability insurance policy unless in-transit pollution risk is covered under a Pollution Liability insurance policy. 4. The Contractor shall be Named Insured and the Contracting Agency,the State, the Governor, the Commission, the Secretary, the Department, all officers and employees of the State, and their respective members, directors, officers, employees, agents and consultants (collectively the "Additional Insureds") shall be included as Additional Insureds for all policies and coverages specified in this Section, with the exception of the OCP policy. Said insurance coverage shall be primary and non-contributory insurance with respect to the insureds and the Additional Insureds. Any insurance or self-insurance beyond that specified in this Contract that is maintained by any Additional Insured shall be in excess of such insurance and shall not contribute with it. All insurance coverage required by this Section shall be written and provided by"occurrence-based"policy forms rather than by"claims made"forms. All endorsements adding Additional Insureds to required policies shall be issued on (i) form CG 20 10 11 85 or a form deemed equivalent by the Contracting Agency, providing the ' Additional Insureds with all policies and coverages set forth in this Section,with the exception of the OCP and Commercial Auto policies or(ii)form CA 20 48 or forms deemed equivalent by Contracting Agency, providing the Additional Insureds with all coverage's required under the Commercial Automobile Liability. S. The coverage limits to be provided by Contractor for itself and to the Contracting Agency and Additional Insureds pursuant to this section or any Special Provision, shall be on a "per ' project" aggregate basis with the minimum limits of liability as set forth herein for both general liability and products/completed operations claims. The additional insured coverage required under this Section for products/completed operations claims shall remain in full force and effect for not less than three years following Substantial Completion of the project. If the Contractor maintains, at any time, coverage limits for itself in excess of limits set forth in this Section 1-07.18 or any Special Provision, then those additional coverage limits shall also apply to the Contracting Agency and the Additional Insureds.This includes, but is not limited to, any coverage limits provided under any risk financing program of any description, whether such limits are primary,excess,contingent or otherwise. ' Rainier Avenue S(SR 167) Amendments S Grady Way to S 2"d St November 2011 Amendments 30 i Amendments to the 2010 Standard Specifications 6. All insurance policies and coverage's required under Section 1-07.18 and Section 1-07.10 shall contain a waiver of subrogation against the Contracting Agency , the State, any Additional Insured and their respective departments, agencies, boards, and commissions and their respective officers, officials,agents,and employees for losses arising from Work performed by or on behalf of the Contractor. This waiver has been mutually negotiated by the parties. 7. Where applicable, the Contractor shall cause each Subcontractor to provide insurance that complies with all applicable requirements of the Contractor-provided insurance as set forth herein, in circumstances where the Subcontractor is not covered by the Contractor-provided ' insurance. The Contractor shall hale sole responsibility for determining the limits of coverage required, if any, to be obtained by Subcontractors, which determination shall be made in accordance with reasonable and prudent business practices. In the event that a Subcontractor , is required to add the Contractor as an additional insured pursuant to its contract for Work at the Project,then the Contractor shall also cause each Subcontractor to include the Contracting Agency and the Additional Insureds as additional insureds as well, for primary and non- , contributory limits of liability under each Subcontractor's Commercial General Liability, Commercial Automobile Liability and,any other coverage's which may be required pursuant to a"Special Provision". ' 8. Unless specifically noted otherwise in the Contract Documents,the parties to this Contract do not intend by any of the provisions of this Contract to cause the public or any member thereof or any other Person to be a third party beneficiary of the Contract Documents. Nothing in this Contract authorizes anyone not a party to this Contract or a designated third party beneficiary to this Contract to maintain a suit for personal injuries or property damage pursuant to the terms or provisions of this Contract. It is the further intent of the Contracting Agency and the Contractor in executing the Form of Contract that no individual, firm, corporation or any combination thereof which supplies materials,labor,services, or equipment to the Contractor for the performance of the Work shall become thereby a third party beneficiary of this , Contract. The Contract Documents shall not be construed to create a contractual relationship of any kind ' between the Contracting Agency and a Subcontractor or any other Person except the Contractor. 9. The Owners and Contractors Protective Insurance policy shall not be subject to a deductible or contain provisions for a deductible. The Commercial General Liability policy and the Commercial Automobile Liability Insurance policy may, at the discretion of the Contractor, contain such provisions. If a deductible applies to any claim under these policies, then payment of that deductible will be the responsibility of the Contractor, notwithstanding any claim of liability against the Contracting Agency. However in no event shall any provision for a deductible provide for a deductible in excess of$50,000.00. ' 10. With the exception of the Commercial Automobile liability coverage, no policies of insurance required under this Section shall contain an arbitration or alternative dispute resolution clause applicable to disputes between the insurer and its insureds. Any and all disputes concerning(i) , terms and scope of insurance coverage afforded by the policies required hereunder and/or(ii) extra contractual remedies and relief which may be afforded policy holders in connection with coverage disputes,shall be resolved in Washington Superior Court,applying Washington law. ' 11. Prior to Contract execution, the Contractor shall file with the Department of Transportation, Contract Payment Section, P.O. Box 47420,Olympia, WA 98SO4-7420,ACORD Form Certificates Rainier Avenue S(SR 167) Amendments ' S Grady Way to S 2nd St November 2011 Amendments 31 i Amendments to the 2010 Standard Specifications of Insurance evidencing the minimum insurance coverages required under these Specifications. Within 30 days of being awarded a Contract, the Contractor shall provide the Department with complete copies, which may be electronic copies, of all insurance policies required under this section and any Special Provisions. 12. The Contractor shall provide written notice to the Engineer of any policy cancellations and provide the Department of Transportation,Contract Payment Section,P.O.Box 47420 Olympia, WA 985047420, by U.S Mail, notice of any policy cancellation within two business days of receipt of cancellation. 13. Failure on the part of the Contractor to maintain the insurance as required, or to not provide ' certification and copies of the insurance prior to the time specified in subsection 11 above, shall constitute a material breach of Contract upon which the Contracting Agency may, after giving 5-business days notice to the Contractor to correct the breach, immediately terminate ' the Contract or, at its discretion, procure or renew such insurance and pay any and all premiums in connection therewith,with any sums so expended to be repaid to the Contracting Agency on demand, or at the sole discretion of the Contracting Agency, offset against funds due the Contractor from the Contracting Agency. All costs for insurance, including any ' payments of deductible amounts, shall be considered incidental to and included in the unit Contract prices and no additional payment will be made. SECTION 1-08,PROSECUTION AND PROGRESS (WSDOT Amendment April 4,2011) 1-08.1 Subcontracting The second and third sentences in the eighth paragraph are revised to read: rThis Certification shall be submitted to the Project Engineer on WSDOT form 421-023, "Quarterly Report of Amounts Paid as MBE/WBE Participants quarterly for the State fiscal quarters:January 1 ' through March 31, April 1 through June 30, July 1 through September 30, October 1 through December 31, and for any remaining portion of a quarter through Physical Completion of the Contract. The report is due 20 calendar days following the fiscal quarter end or 20-calendar days ' after Physical Completion of the Contract. The first sentence in the ninth paragraph is revised to read: On all projects funded with both Contracting Agency funds and Federal assistance the Contractor shall submit a "Quarterly Report of Amounts Credited as DBE Participation" on a quarterly basis in which DBE work is accomplished, for every quarter in which the Contract is active or upon completion of the project,as appropriate. The last sentence in the ninth paragraph is revised to read: When required, this "Quarterly Report of Amounts Credited as DBE Participation" is in lieu of WSDOT form 421-023, `Quarterly Report of Amounts Paid as MBE/WBE Participants". Rainier Avenue S(SR 167) Amendments C S Grady Way to S 2 St November 2011 Amendments 32 Amendments to the 2010 Standard Specifications 1-08.5 Time for Completion The last two sentences in the first paragraph are revised to read: When any of these holidays fall on a Sunday,the following Monday shall be counted a nonworking day. When the holiday falls on a Saturday,the preceding Friday shall be counted a nonworking day. The days between December 25 and January 1 will be classified as nonworking days. Item number 2.c. in the sixth paragraph is revised to read: C. Quarterly Reports of Amounts Paid as MBE/WBE Participants,or Quarterly Reports of Amounts Credited as DBE Participation,as required by the Contract Provisions. SECTION 1-09,MEASUREMENT AND PAYMENT (WSDOT Amendment August 1,2011) , 1-09.2(1) General Requirement for Weighing Equipment This section is revised to read: t Unless specified otherwise, any Highway or Bridge construction materials to be proportioned or measured and paid for by weight shall be weighed on a scale. ' Scales Scales shall: , 1. be accurate to within 0.5-percent of the correct weight throughout the range of use; 2. not include spring balances; r 3. include beams,dials,or other reliable readout equipment; 4. be built to prevent scale parts from binding, vibrating, or being displaced and to protect ' all working parts and; 5. be carefully maintained, with bunkers and platforms kept clear of accumulated materials , that could cause errors. Scale Operations Contractor provided scale operations are defined as operations where a scale is set up by the Contractor specifically for the project and most, if not all, material weighed on the scale is utilized for Contract Work. In this situation, the Contractor shall provide a person to operate the project scale,write tickets, perform scale checks and prepare reports. Commercial scale operations include the use of established scales used to sell materials to the public on a regular basis. In addition, for the purposes of this specification, all batch, hopper, and belt scales are considered to be commercial scales. When a commercial scale is used as the project scale,the Contractor may utilize a commercial scale operator provided it is at no additional cost to the contracting agency. Rainier Avenue 5(SR 167) Amendments ' S Grady Way to 5 2nd St November 2011 Amendments 33 Amendments to the 2010 Standard Specifications In addition,the Contractor shall ensure that: 1. the Engineer is allowed to observe the weighing operation and check the daily.scale weight record; ' 2. scale verification checks are performed at the direction of the Contracting Agency (see Section 1-09.2(5)); 3. several times each day, the scale operator records and makes certain the platform scale balances and returns to zero when the load is removed;and 4. test results and scale weight records for each day's hauling operations are provided to the Engineer daily. Unless otherwise approved, reporting shall utilize form 422-027, Scaleman's Daily Report. Trucks and Tickets Each truck to be weighed shall bear a unique identification number. This number shall be legible g q g and in plain view of the scale operator. Each vehicle operator shall obtain a weigh or load ticket from the scale operator. The Contracting Agency will provide item quantity tickets for scales that are not self-printing. The Contractor shall provide tickets for self-printing scales. All tickets shall,at a minimum,contain the following information: 1. date of haul; 2. contract number; 1 3. contract unit Bid item; 4. unit of measure; 1 5. identification number of hauling vehicle;and 6. weight delivered ' a. net weight in the case of batch and hopper scales b. gross weight,tare and net weight in the case of platform scales(tare may be omitted if a tare beam is used) C. approximate load out weight in the case of belt conveyor scales The vehicle operator shall deliver the ticket in legible condition to the material receiver at the material delivery point. The material delivery point is defined as the location where the material is ' incorporated into the permanent Work. I ' 1-09.2(2) Specific Requirements for Batching Scales In the first paragraph,the last sentence is revised to read: Batching scales used for Portland Cement concrete or hot mix asphalt shall not be used for batching other materials. 1-09.2(3) Specific Requirements for Platform Scales In the first paragraph,the last sentence is revised to read: ' Rainier Avenue S(SR 167) Amendments S Grady Way to S 2° St November 2011 Amendments 34 Amendments to the 2010 Standard Specifications A tare weight shall be taken of each hauling vehicle at least once daily. The third paragraph is deleted. ' 1-09.2(5) Measurement ' This section is revised to read: Scale Verification Checks ' The Engineer will verify the accuracy of each batch, hopper or platform scale. The frequency of verification checks will be such that at least one test weekly is performed for each weighed contract , item of work being performed during that week. Verification checks may not be routinely conducted for weighed material, who's proposal quantity , multiplied by the unit bid price, has a value less than$20,000. The verification will consist of one of the following methods and be at the Contractor's option: ' 1. Weigh a loaded truck on a separate certified platform scale designated by the Contractor, for the purpose of scale verification. 2. Weigh a vehicle that weighs at least 10,000 pounds on a separate certified scale and then check the project scale with it. 3. Establish a certified fixed load weighing at least 10,000 pounds as a check-weight. The certification shall consist of an affidavit affirming the correct weight of the fixed load. Should the scale verification check reveal a weight difference of more than 0.5-percent, a second ' scale verification check shall be performed immediately. If the weight differences of both comparison checks exceed the 0.5-percent limit and the scale has been over weighing, the Contractor shall immediately stop weighing and the scale shall be recertified at the Contractor's expense. If the weight difference of both comparison checks exceed the 0.5-percent limit and the ' scale is under weighing, it shall be adjusted immediately. The Contractor will not be compensated for any loss from under weighing. Belt Scales ' To test the accuracy of a belt-conveyor scale,the Contractor shall weigh five or more payloads from sequential hauling units and compare these weights with weights of the same payloads taken on a separate certified platform scale. If the test results fluctuate,the Engineer may require more than five check loads. Conveyor weights will be based on tonnage values taken from the sealed , odometer at the beginning and end of each check period. If scale verification checks show the scale has been under weighing, it shall be adjusted immediately.The Contractor will not be compensated for any loss from under weighing. If scale verification checks show the scale has been overweighing, its operation will cease immediately until adjusted. Rainier Avenue S(SR 167) Amendments ' S Grady Way to S 2nd St November 2011 Amendments 35 Amendments to the 2010 Standard Specifications Minor Construction Items If the specifications and plans require weight measurement for minor construction items, the Contractor may request permission to convert volume to weight. If the Engineer approves, an ' agreed factor may be used to make this conversion and volume may be used to calculate the corresponding weight for payment. ' 1-09.2(6) Payment This section is revised to read: ' Unless specified otherwise the Contracting Agency will pay for no materials received by weight unless they have been weighed as required in this section or as required by another method the Engineer has approved in writing. ' The Contractor shall not be compensated for any loss from under weighing that is revealed by scale verification checks. ' If scale verification checks reveal that the scale is over weighing, then payment for all material weighed since the last valid scale verification check will be adjusted. The contracting agency will calculate the combined weight of all materials weighed after the last verification check showing accurate results. This combined weight will then be reduced for payment by the percentage of scale error that exceeds 0.5-percent unless the Contractor demonstrates to the satisfaction of the Engineer that the defect in the scale was present for a lesser period of time. Unit contract prices for the various pay items of the project cover all costs related to weighing and proportioning materials for payment. These costs include but are not limited to: ' furnishing,installing,certifying,and maintaining scales; • providing a weigher to operate a Contractor provided scale; ' a providing a weigher to operate a commercial scale,if necessary; • providing self-printing tickets,if necessary; ' • rerouting a truck for verification weighing; • assisting the Engineer with scale verification checks; • any other related costs associated with meeting the requirements of this section. 1-09.9 Payments The first paragraph is revised to read: The basis of payment will be the actual quantities of Work performed according to the Contract and ' as specified for payment. The Contractor shall submit a breakdown of the cost of lump sum Items to enable the Project Engineer to determine the Work performed on a monthly basis. Lump sum item breakdowns shall be submitted prior to the first progress payment that includes payment for the Bid Item in question. A breakdown is not required for lump sum items that include a basis for incremental payments as Rainier Avenue S(SR 167) Amendments 5 Grady Way to S 2 St November 2011 Amendments 36 Amendments to the 2010 Standard Specifications ' part of the respective Specification. Absent a lump sum breakdown the Project Engineer will make a determination based on information available. The Project Engineer's determination of the cost of work shall be final. In the third paragraph,the second sentence is deleted. ' 1-09.11(1)A Disputes Review Board Membership This section is supplemented with the following new paragraph: ' The Contracting Agency and Contractor shall indemnify and hold harmless the Board Members from and against all claims, damages, losses and expenses, including but not limited to attorney's , fees arising out of and resulting from the actions and recommendations of the Board. SECTION 1-10,TEMPORARY TRAFFIC CONTROL ' (WSDOT Amendment April 4,2011) In Division 1-10,all references to"truck mounted"are revised to read"transportable". 1-10.1 General The following sentence is inserted at the beginning of this section: Temporary traffic control refers to the control of all types of traffic,including vehicles,bicyclists,and pedestrians(including pedestrians with disabilities). 1-10.2(1)A Traffic Control Management Item number 2.in the first paragraph is revised to read: 2. Providing the Contractor's designated TCS with approved Traffic Control Plans (TCPs)which are compatible with the Work operations and traffic control for which they will be implemented. Having the latest adopted edition of the Manual On Uniform Traffic Control Devices for Streets and Highways(MUTCD,)including the Washington State Modifications to the MUTCD,the most current edition of the Public Rights-Of-Way Accessibility Guidelines(PROWAG), and applicable standards and Specifications available at all times on the project. , 1-10.2(1)B Traffic Control Supervisor Item number 1.in the third paragraph is revised to read: 1. Having a current set of approved traffic control plans (TCPs), applicable Contract Provisions as provided by the Contractor, the latest adopted edition of the MUTCD, including the Washington State Modifications to the MUTCD, the book Quality Guidelines for Temporary Work Zone Traffic Control Devices, the most current edition of the PROWAG, and applicable standards and Specifications. , The third paragraph is supplemented with the following: Rainier Avenue S(SR 167) Amendments ' S Grady Way to S 2nd St November 2011 Amendments 37 Amendments to the 2010 Standard Specifications 7. Ensuring that all pedestrian routes or access points, existing or temporary, are kept clear and free of obstructions and that all temporary pedestrian routes or access points are detectable and accessible to persons with disabilities as provided for in the approved Plans. 1-10.2(2) Traffic Control Plans The second paragraph is revised to read: ' When the Contractor's chosen method of performing the Work in the Contract requires some form of temporary traffic control for vehicles, bicyclists, or pedestrians, the Contractor shall either: (1.) designate and adopt, in writing,the traffic control plan or plans from the Contract documents that support that method; or (2.) submit a Contractor's plan that modifies, supplements or replaces a plan from the Contract documents. Any Contractor-proposed modification, supplement or replacement shall show the necessary construction signs,flaggers,spotters and other traffic control ' devices required to support the Work.Any Contractor-proposed traffic control plan shall conform to the established standards for plan development as shown in the MUTCD, Part 6 and the most current edition of the PROWAG. The Contractor's submittal, either designating and adopting a ' traffic control plan from the Contract documents or proposing a Contractor-developed plan,shall be provided to the Engineer for approval at least 10-calendar days in advance of the time the signs and other traffic control devices are scheduled to be installed and utilized.The Contractor shall be solely responsible for submitting any proposed traffic control plan or modification, obtaining the Engineer's approval and providing copies of the approved Traffic Control Plans to the Traffic Control Supervisor. 1-10.2(3) Conformance to Established Standards The reference"(TMA's)"in the paragraph that starts with "Category 3"is deleted. The first paragraph is revised to read: ' Flagging, signs, and all other traffic control devices and procedures furnished or provided shall conform to the standards established in the latest WSDOT adopted edition of the Manual On Uniform Traffic Control Devices for Streets and Highways (MUTCD,) published by the U.S. ' Department of Transportation and the Washington State Modifications to the MUTCD and the most current edition of the Public Rights-Of-Way Accessibility Guidelines (PROWAG). Judgment of the quality of devices furnished will be based upon Quality Guidelines for Temporary Traffic Control ' Devices, published by the American Traffic Safety Services Association. Copies of the MUTCD and Quality Guidelines for Temporary Control Devices may be purchased from the American Traffic Safety Services Association, 15 Riverside Parkway, Suite 100, Fredericksburg, Virginia 22406-1022. ' The Washington State Modifications to the MUTCD may be obtained from the Department of Transportation, Olympia,Washington 98504. The most current edition of the Public Rights-Of-Way Accessibility Guidelines (PROWAG) can be downloaded from the United States Access Board web site(www.access-board.gov). 1-10.3(1) Traffic Control Labor The first paragraph is revised to read: ' Rainier Avenue S(SR 167) Amendments S Grady Way to S 2nd St November 2011 Amendments 38 Amendments to the 2010 Standard Specifications ' The Contractor shall furnish all personnel for flagging, spotting,for the execution of all procedures related to temporary traffic control and for the setup, maintenance and removal of all temporary traffic control devices and construction signs necessary to control vehicular, bicycle,and pedestrian traffic during construction operations. 1-10.3(2)C Lane Closure Setup/Takedown ' Item number 1 in the first paragraph is revised to read: , 1. If the Plans show a portable changeable message sign,it shall be established in advance of the operation;far enough back to provide warning of both the operation and any queue of traffic that has formed during the operation. , In the second paragraph, the reference to "TMA/arrow board" is revised to read "transportable attenuator/arrow board". ' 1-10.3(3) Traffic Control Devices The following paragraph is inserted at the beginning of this section: Traffic control devices, including signs, furnished or provided shall conform to the standards established in the latest WSDOT adopted edition of the Manual On Uniform Traffic Control Devices , for Streets and Highways (MUTCD,) published by the U.S. Department of Transportation and the Washington State Modifications to the MUTCD. Requirements for pedestrian traffic control devices are addressed in the MUTCD. , 1-10.3(3)A Construction Signs In the fourth paragraph"height"is replaced with"top of the ballast". 1-10.3(3)1 Truck Mounted Attenuator The title for this section is revised to read: 1-10.3(3)1 Transportable Attenuator ' In the second and fourth paragraphs, the references to "TMA" are revised to read "Transportable Attenuator". ' In the first paragraph,the first sentence is revised to read: Where shown on an approved traffic control plan or where ordered by the Engineer,the Contractor , shall provide, operate, and maintain transportable impact attenuators as required in Section 9- 35.12. In the third paragraph,the reference to"truck's" is revised to read"host vehicle's". Rainier Avenue 5(SR 167) Amendments ' S Grady Way to S 2'a St November 2011 Amendments 39 Amendments to the 2010 Standard Specifications 1-10.4(2) Item Bids with Lump Sum for Incidentals ' All references to "Truck Mounted Impact Attenuator(s)" are revised to read "Transportable Attenuator(s)". ' In the eighth paragraph,the first sentence is revised to read: ' "Transportable Attenuator" will be measured per each one time only for each host vehicle with mounted or attached impact attenuator used on the project. In the last sentence of the ninth paragraph, the reference to "TMA" is replaced with "transportable. ' attenuator". This Section is supplemented with the following: No specific unit of measurement will apply to the lump sum item of"Pedestrian Traffic Control." ' 1-10.5(2) Item Bids with Lump Sum for Incidentals All references to"truck mounted impact attenuator(s)"are revised to read "transportable attenuator(s)". ' This Section is supplemented with the following: "Pedestrian Traffic Control", lump sum. The lump sum Contract payment shall be full compensation for all costs of labor and materials incurred by the Contractor in performing pedestrian traffic control Contract Work defined in Section ' 1-10. SECTION 2-01,CLEARING,GRUBBING,AND ROADSIDE CLEANUP ' (WSDOT Amendment April 5,2010) 2-01.3(2) Grubbing In the first paragraph Item 2.e.is revised to read: e. Upon which embankments will be placed except stumps may be close-cut or trimmed as allowed in Section 2-01.3(1)item 3. SECTION 2-02,REMOVAL OF STRUCTURES AND OBSTRUCTIONS ' (WSDOT Amendment January 4,2010) 2-02.3 Construction Requirements The fourth paragraph is revised to read: The Contractor may dispose of waste material in Contracting Agency owned sites if the Special Provisions or the Engineer permits it. Otherwise, the Contractor shall arrange to dispose of waste ' Rainier Avenue S(SR 167) Amendments S Grady Way to S 2nd St November 2011 Amendments 40 r ii Amendments to the 2010 Standard Specifications ' at no expense to the Contracting Agency and the disposal shall meet the requirements of Section 2- 03.3(7)C. SECTION 2-09,STRUCTURE EXCAVATION (WSDOT Amendment January 3,2011) ' 2-09.3(1)E Backfilling The sixth paragraph is revised to read: , The water/cement ratio shall be calculated on the total weight of cementitious material. ' Cementitious materials are those listed in Section 5-05.2. 2-09.3(2) Classification of Structure Excavation Item number 1 is revised to read: 1. Class A. Structure excavation required for bridge and retaining wall footings, geosynthetic ' retaining wall footings, structural earth walls and sign structure footings, pile or drilled shaft caps, seals, wingwall footings, detention vaults, and noise barrier wall footings shall be classified as Structure excavation Class A. If the excavation requires a cofferdam, structural , shoring,or extra excavation,the work outside the neat lines of the Structure excavation Class A shall be classified as shoring or extra excavation Class A. 2-09.3(3)D Shoring and Cofferdams The 14th paragraph is revised to read: If soldier piles are placed in drilled holes, and lagging is installed concurrently with the excavation, all backfill above the bottom of the lagging shall consist of controlled density fill or lean concrete. Backfill below the bottom of the lagging may consist of pea gravel. If full-height steel sheet lagging ' is installed prior to excavation,soldier pile holes may be backfilled with pea gravel. 2-09.4 Measurement , The second sentence in the second paragraph, "Horizontal Limits",is supplemented with the following: (4) more than 1-foot outside the perimeter of the soil reinforcement area for geosynthetic and ' structural earth walls. SECTION 3-01,PRODUCTION FROM QUARRY AND PIT SITES AND STOCKPILING (WSDOT Amendment August 1,2011) , 3-01.4(4) Gravel Base The second paragraph is deleted. SECTION 4-02,GRAVEL BASE ' (WSDOT Amendment August 1,2011) Rainier Avenue S(SR 167) Amendments ' S Grady Way to S 2nd St November 2011 Amendments 41 Amendments to the 2010 Standard Specifications 4-02.4 Measurement ' This section is revised to read: Gravel base will be measured in the same manner prescribed for the measurement,of crushed surfacing materials as set forth in Section 4-04.4. SECTIONS-01,CEMENT CONCRETE PAVEMENT REHABILITATION (WSDOT Amendment August 1,2011) ' 5-01.2 Materials The referenced section for the following item is revised to read: ' Dowel Bars 9-07.5(1) 5-01.3(4) Replace Portland Cement Concrete Panel ' The thirteenth paragraph is revised to read: ' The tie bar and dowel bar holes shall be blown clean with compressed air before grouting.The bar shall be centered in the hole and all voids around the bar completely filled with grout. Dams, if needed, shall be placed at the front of the holes to confine the grout and center the bars in the holes.The dams shall permit the escape of air without leaking grout and shall not be removed until grout has cured in the hole. 5-01.3(6) Dowel Bar Retrofit The eighth paragraph is revised to read: ' The chair design shall hold the dowel bar tightly in place during placement of the concrete patching material. If the transverse joint or crack is open %-inch or more, the Contractor shall caulk the transverse joint or crack at the bottom and sides of the slot as shown in the Plans immediately prior to placement of the dowel bar and concrete patching material. The caulking filler shall not be placed any farther than%-inch outside either side of the joint or crack.The transverse joint or crack shall be caulked sufficiently to satisfy the above requirements and to prevent any of the patching ' material from entering the joint/crack at the bottom or sides of the slot. The last paragraph is deleted. ' 5-01.3(9) Portland Cement Concrete Pavement Grinding The third sentence in the first paragraph is revised to read: Grind one pass along the edge adjacent to Portland Cement Concrete Pavement (PCCP) placed in accordance with Section 5-05, before the PCCP is placed. ' The second sentence in the second paragraph is deleted. ' Rainier Avenue S(SR 167) Amendments S Grady Way to S god St November 2011 Amendments 42 Amendments to the 2010 Standard Specifications SECTION 5-02,BITUMINOUS SURFACE TREATMENT (WSDOT Amendment August 1,2011) 5-02.3(3) Application of Asphalt Emulsion and Aggregate The following row is deleted from the table titled,"Application Rate": -inch—No. 10 0.20-0.40 No. 10 18-30 5-02.5 Payment ' The following pay item and related statements are deleted: "Asphalt Emulsion Price Adjustment".by calculation. SECTION 5-04,HOT MIX ASPHALT (WSDOT Amendment August 1,2011) 5-04.3(5)E Pavement Repair ' The third sentence in the second paragraph is revised to read: The minimum width of any pavement repair area shall be 40-inches unless shown otherwise in the ' Plans. 5-04.3(7)Al General , This section is revised to read: The Contractor shall develop a mix design prior to the initial production of HMA and prior to the production of HMA each calendar year thereafter.The mix design aggregate structure and asphalt binder content shall be determined in accordance with Materials Manual WSDOT Standard ' Operating Procedure No. 732 and meet the requirements of Sections 9-03.8(2) and 9-03.8(6). Mix designs that were developed during the calendar year prior to the current year's production of HMA that have been issued a WSDOT mix design/anti-strip evaluation report will be accepted ' provided the Contractor submits a certification letter stating that the aggregate and asphalt binder have not changed. Changes to aggregate that may require a new mix design include the source of material or a change in the percentage of material from a stockpile greater than 5-percent. The Contractor may vary the RAP percentage in accordance with Section 5-04.2. Changes to the , percentage of material from a stockpile will be calculated exclusive of the RAP content. Changes to asphalt binder that may require a new mix design include the source of the crude petroleum supplied to the refinery,the refining process,and additives or modifiers in the asphalt binder. 5-04.3(7)A2 Statistical or Nonstatistical Evaluation The second paragraph is revised to read: ' Rainier Avenue S(SR 167) Amendments ' S Grady Way to S 2"d St November 2011 Amendments 43 Amendments to the 2010 Standard Specifications The Contractor shall submit representative samples of the mineral materials that are to be used in ' the HMA production. The Contracting Agency will use these samples to determine anti-strip requirements, if any, in accordance with WSDOT test method T 718. Anti-strip evaluation of HMA mix designs proposed by the Contractor that include RAP will be completed without the inclusion of the RAP. Submittal of RAP samples is not required.A mix design/anti-strip evaluation report will be provided within 25-calendar days after a mix design submittal has been received in the State Materials Laboratory in Tumwater. No paving shall begin prior to issuance of the mix design/anti- ! strip evaluation report or reference mix design/anti-strip evaluation report for that year. 5-04.3(7)A3 Commercial Evaluation The first sentence in the second paragraph is revised to read: Anti-strip evaluation of the mix design by the Contracting Agency is not required. ! 5-04.3(8)Ai General ! The second sentence in the second paragraph is revised to read: Statistical evaluation will be used for a class of HMA with the same PG grade of asphalt binder, when the Proposal quantities exceed 4,000-tons. The third paragraph is revised to read: ! Nonstatistical evaluation will be used for the acceptance of HMA when the Proposal quantities for a class of HMA,with the same PG grade of asphalt binder,are 4,000-tons or less. 5-04.3(8)A4 Definition of Sampling Lot and Sublot The first sentence in the first paragraph is revised to read: A lot is represented by randomly selected samples of the same mix design that will be tested for ' acceptance with a maximum of 15 sublots per lot;the final lot for a mix p p design may be increased to ' 25 sublots 5-04.3(10)A General The first paragraph is revised to read: Immediately after the HMA has been spread and struck off, and after surface irregularities have ! been adjusted, the mix shall be thoroughly and uniformly compacted. The completed course shall be free from ridges, ruts, humps, depressions, objectionable marks, checking, cracking and irregularities and shall conform to the line, grade, and cross-section shown in the Plans. If ' necessary,the JMF may be altered in accordance with Section 9-03.8(7)to achieve desired results. The third paragraph is revised to read: The type of rollers to be used and their relative position in the compaction sequence shall generally be the Contractor's option, provided the specified densities are attained.An exception shall be that Rainier Avenue S(SR 167) Amendments S Grady Way to S 2nd St November 2011 Amendments 44 r . Amendments to the 2010 Standard Specifications pneumatic tired rollers shall be used for compaction of the wearing course beginning October 1st of any year through March 31st of the following year. Unless the Project Engineer has approved , otherwise, rollers shall only be operated in the static mode when the internal temperature of the mix is less than 175°F. Rollers shall only be operated in static mode on bridge decks. 5-04.3(10)Bl General ' The first sentence in the second paragraph is revised to read: , A lot is represented by randomly selected samples of the same mix design that will be tested for acceptance with a maximum of 15 sublots per lot;the final lot for a mix design may be increased to 25 sublots. ' 5-04.3(10)64 Test Results The first paragraph is revised to read: ' The nuclear moisture-density gauge results of all compaction acceptance testing and the CPF of the ' lot after three sublots have been tested will be available to the Contractor through WSDOT's website. Determination of the relative density of the HMA with a nuclear moisture-density gauge requires a correlation factor determined in accordance with WSDOT SOP 730 and may require resolution after the correlation factor is known. When a core is taken for gauge correlation at the location of a sublot the relative density of the core will be used for the sublot test result and is exempt from challenge testing. Acceptance of HMA compaction will be based on the statistical , evaluation and CPF so determined. 5-04.3(11)D Lots and Sublots The following new sub-section is inserted at the beginning of this section: 5-04.3(11)Dl General ' HMA that has been rejected is subject to the requirements in Section 1-06.2(2)and the Contractor shall submit a proposal to the Project Engineer for approval. When a lot has been rejected and the , Contractor's written request for the entire lot to remain in place in accordance with Section 1- 06.2(2)B Paragraph 1, Item 3 has been approved the HMA will be accepted and the designated percentage reduction shall be 25-percent. 5-04.3(11)Dl A Partial Sublot , This sections number is revised to read: ' 5-04.3(11)D2 5-04.3(11)D2 An Entire Sublot This sections number is revised to read: , Rainier Avenue S(SR 167) Amendments ' S Grady Way to S 2nd St November 2011 Amendments 45 Amendments to the 2010 Standard Specifications 5-04.3(11)D3 ' 5-04.3(11)D3 A Lot in Progress This sections number is revised to read: 5-04.3(11)D4 5-04.3(11)D4 An Entire Lot The last sentence is deleted. This sections number is revised to read: 5-04.3(11)DS j it SECTION 5-04,HOT MIX ASPHALT ' (WSDOT Amendment April.5,2010) 5-04.3(8)Ai General The second sentence in the second paragraph is revised to read: Rainier Avenue S(SR 167) , Amendments S Grady Way to S 2nd St November 2011 Amendments 46 r Amendments to the 2010 Standard Specifications Statistical evaluation will be used for a class of HMA with the same PG grade of asphalt binder, when the Proposal quantities exceed 4,000-tons. , The third paragraph is revised to read: Nonstatistical evaluation will be used for the acceptance of HMA when the Proposal quantities for a ' class of HMA,with the same PG grade of asphalt binder,are 4,000-tons or less. 5-04.3(8)A4 Definition of Sampling Lot and Sublot ' The first sentence in the first paragraph is revised to read: A lot is represented by randomly selected samples of the same mix design that will be tested for acceptance with a maximum of 15 sublots per lot;the final lot for a mix design may be increased to 25 sublots , 5-04.3(10)61 General The first sentence in the second paragraph is revised to read: A lot is represented by randomly selected samples of the same mix design that will be tested for , acceptance with a maximum of 15 sublots per lot;the final lot for a mix design may be increased to 25 sublots. SECTION 5-05,CEMENT CONCRETE PAVEMENT ' (WSDOT Amendment August 1,2011) 5-05.2 Materials ' This section is supplemented with the following: Cementitious Materials are considered to be the following: portland cement, blended hydraulic cement,fly ash,ground granulated blast-furnace slag,microsilica fume,and metakaolin. 5-05.3(1) Concrete Mix Design For Paving ' In number 1.,the second sentence in the fourth paragraph is revised to read: ' Cementitious materials are those listed in Section 5-05.2. In number 3.c.,the last paragraph is deleted. ' 5-05.3(4)A Acceptance of Portland Cement Concrete Pavement All references to"AASHTO T 22"are revised to read"WSDOT FOP for AASHTO T 22". ' In the fifth paragraph "WAQTC FOP for TM 2"is revised to read"WAQTC TM 2". The eighth paragraph is revised to read: Rainier Avenue S(SR 167) Amendments ' a S Grady Way to S 2 nSt November 2011 Amendments 47 Amendments to the 2010 Standard Specifications Acceptance testing for compliance of air content and 28-day compressive strength shall be ' conducted from samples prepared according to WSDOT FOP for WAQTC TM 2. Air content shall be determined by conducting WSDOT FOP for WAQTC/AASHTO T 152. Compressive Strength shall be determined by WSDOT FOP for AASHTO T 23 and WSDOT FOP for AASHTO T 22. Under the heading"Statistical Acceptance",the second paragraph is revised to read: The Specification limits as defined in Section 1-06.2(2)D shall be as follows.The lower Specification limit for Air Content shall be 3-percent, and the upper Specification limit for Air Content shall be 7- percent.The lower Specification limit for compressive strength shall be 4000-psi. Under the heading"Non-Statistical Acceptance",the first paragraph is revised to read: Concrete will be accepted based on conformance to the requirement for air content and the compressive strength at 28-days for sublots as tested and determined by the Contracting Agency. The lower Specification limit for air content shall be 3-percent, and the upper Specification limit for air content shall be 7-percent.The lower Specification limit for compressive strength shall be 4000- ' psi. 5-05.3(11) Finishing The first sentence in the third paragraph is revised to read: On projects requiring less than 1000-square yards of cement concrete pavement, irregular areas,or ' areas not accessible to slip form pavers, the surface finish may be either longitudinal tining or be given a final finish surface by texturing with a comb perpendicular to the centerline of the pavement. The fourth sentence in the third paragraph is deleted. ' The last sentence in the third paragraph is revised to read: Regardless of the surface finish, if the pavement has a raised curb without a formed concrete gutter, the texturing shall end 2-feet from the curb line. This section is supplemented with the following two new paragraphs: ' The standard method of surface finish shall be longitudinal tining. In advance of curing operations, where longitudinal tining is required, the pavement shall be given an initial and a final texturing. Initial texturing shall be performed with a burlap drag or broom device that will produce striations parallel with centerline. Final texturing shall be performed with a spring steel tine device that will produce grooves parallel with the centerline. The spring steel tine device shall be operated within 5-inches,but not closer than 3-inches,of pavement edges. 1 Burlap drags, brooms and tine devices shall be installed on self-propelled equipment having external alignment control. The installation shall be such that when texturing,the area of burlap in contact with the pavement surface shall be maintained constant at all times. Broom and tine devices shall be provided with positive elevation control. Downward pressure on pavement surface shall be maintained at all times during texturing so as to achieve uniform texturing without Rainier Avenue S(SR 167) Amendments S Grady Way to S 2nd St November 2011 Amendments 48 Amendments to the 2010 Standard Specifications measurable variations in pavement profile. Self-propelled texturing machines shall be operated so that travel speed when texturing is maintained constant. Failure of equipment to conform to all ' provisions in this paragraph shall constitute cause for stopping placement of concrete until the equipment deficiency or malfunction is corrected. Spring steel tines of the final texturing device shall be rectangular in cross section,3/32 to 1/8 inch wide,on%inch centers,and of sufficient length, thickness and resilience to form grooves approximately 3/16 inch deep in the fresh concrete surface. , Final texture shall be uniform in appearance with substantially all of the grooves having a depth between 1/16 inch and 5/16 inch. 5-05.3(12) Surface Smoothness The first paragraph is revised to read: a The pavement smoothness will be checked with equipment furnished and operated by the Contractor, under supervision of the Engineer, within 48-hours following placement of concrete. Smoothness of all pavement placed except Shoulders, ramp tapers, intersections, tight horizontal curves, and small or irregular areas as defined by Section 5-05.3(3) unless specified otherwise, will be measured with a recording profilograph,as specified in Section 5-05.3(3), parallel to centerline, from which the profile index will be determined in accordance with WSDOT Test Method 807.Tight horizontal curves are curves having a centerline radius of curve less than 1,000 feet and pavement within the superelevation transition of those curves. 5-05.3(13)A Curing Compound The tenth paragraph is deleted. 5-05.3(16) Protection of Pavement All references to"AASHTO T 22"are revised to read"WSDOT FOP for AASHTO T 22". 5-05.3(17) Opening to Traffic All references to"AASHTO T 22"are revised to read"WSDOT FOP for AASHTO T 22". SECTION 6-01,GENERAL REQUIREMENTS FOR STRUCTURES (WSDOT Amendment August 1,2011) 6-01.6 Load Restrictions on Bridges Under Construction In the first paragraph"roadway deck"is deleted and replaced with"bridge deck". 6-01.8 Approaches to Movable Spans In the first paragraph"roadway"is deleted and replaced with"bridge deck". ' 6-01.13 Architectural Features This section including title is revised to read: , Rainier Avenue S(SR 167) Amendments ' S Grady Way to S 2nd St November 2011 Amendments 49 ' Amendments to the 2010 Standard Specifications 6-01.13 Vacant ' 6-01.14 Premolded Joint Filler The last sentence in the second paragraph is revised to read: This adhesive, however, shall be compatible with the material specified in Section 9-04.1(2) and capable of bonding the filler to Portland cement concrete. SECTION 6-02,CONCRETE STRUCTURES (WSDOT Amendment August 1,2011) SECTION 6-02,CONCRETE STRUCTURES (WSDOT Amendment August 1,2011) In Division 6-02, all references to "roadway slab", "roadway deck" and "deck slab" are deleted and replaced with"bridge deck". 6-02.2 Materials In the first paragraph,the following item is inserted after the item"Microsilica Fume": Metakaolin 9-23.12 1 6-02.3(1) Classification of Structural Concrete The first paragraph is deleted and replaced with the following two new paragraphs: The class of concrete to be used shall be as noted in the Plans and these Specifications. The Class includes the specified minimum compressive strength in psi at 28 days (numerical class) and may include a letter suffix to denote structural concrete for a specific use. Letter suffixes include A for bridge approach slabs, D for bridge decks, P for piling and shafts, and W for underwater. The numerical class without a letter suffix denotes structural concrete for general purposes. rConcrete of a numerical class greater than 4000 shall conform to the requirements specified for either Class 4000 (if general purpose) or for the appropriate Class 4000 with a letter suffix, as follows: 1. Mix ingredients and proportioning specified in Section 6-02.3(2)and Section 6-02.3(2)A. 2. Consistency requirements specified in Section 6-02.3(4)C. 3. Curing requirements specified in 6-02.3(11). 6-02.3(2) Proportioning Materials The table following the third paragraph is revised to read: Rainier Avenue S(SR 167) Amendments S Grady Way to S 2""St November 2011 Amendments 50 i Amendments to the 2010 Standard Specifications ' Table 2 Cementitious Requirement for Concrete Class of Minimum Minimum% Maximum% Maximum% Concrete Cementitious replacement replacement replacement Content of fly as for of fly ash for of ground (lbs) portland portland granulated cement cement blast furnace slag for ' portland cement 4000 564 * 35 40 4000A 564 * 20 30 4000D 660 10 20 30 4000P 600 15 35 40 4000W 564 * 35 40 3000 564 * 35 40 Commercial **564 * 35 40 Concrete Pumpable * * *** *** Lean Concrete Lean 140-200 35 40 Concrete * No minimum specified ** For Commercial Concrete the minimum cementitious content is only required for sidewalks, curbs and gutters *** No maximum s P specified The fifth paragraph is revised to read: The water/cement ratio shall be calculated on the total weight of cementitious material. Cementitious materials are those listed in Section 5-05.2. With the Engineers written approval microsilica fume and metakaolin can be used in all classifications of Class 4000, Class 3000 and commercial concrete and is limited to a maximum of 10•%o of the cementitious material. 6-02.3(2)A Contractor Mix Design The fourth, fifth and sixth sentences of the first paragraph are deleted and replaced with the following sentence: All proposed concrete mix shall meet the requirements of Table 2 Cementitious Requirement for Concrete in Section 6-02.3(2). 6-02.3(2)D Lean Concrete This section is revised to read: Rainier Avenue S(SR 167) Amendments ' 5 Grady Way to 5 Z ne St November 2011 Amendments 51 Amendments to the 2010 Standard Specifications Lean concrete shall have a minimum cementitious material content of between 145 and 200- pounds per cubic yard and have a maximum water/cement ratio of 2. 6-02.3(5)E Point of Acceptance The first paragraph is revised to read: 1 Determination of concrete properties for acceptance will be made based on samples taken as follows: Bridge decks, overlays, bridge approach slabs, and barriers at the discharge of the placement system. All other placements at the truck discharge. 6-02.3(6) Placing Concrete The third paragraph is revised to read: All foundations,forms,and contacting concrete surfaces shall be moistened with water just before the concrete is placed. Any standing water on the foundation, on the concrete surface, or in the form shall be removed. The following new sentence is added after the fourth sentence in the fourth paragraph: The submittal to the Engineer shall include justification that the concrete mix design will remain fluid for interruptions longer than 30-minutes between placements. 6-02.3(6)D Protection Against Vibration The first paragraph is revised to read: Freshly placed concrete shall not be subjected to excessive vibration and shock waves during the curing period until it has reached a 2000-psi minimum compressive strength for structural concrete and lower strength classes of concrete. 6-02.3(10)D Concrete Placement,Finishing,and Texturing The following paragraph is inserted at the beginning of this section: Before placing bridge approach slab concrete,the subgrade shall be constructed in accordance with Sections 2-06 and 5-05.3(6). 6-02.3(10)F Bridge Approach Slab Orientation and Anchors The third sentence in the second paragraph is revised to read: All metal parts of the approach expansion anchor shall receive one coat of paint conforming to Section 9-08.1(2)F or be galvanized in accordance with AASHTO M 232. tRainier Avenue S(SR 167) Amendments S Grady Way to S 2nd St November 2011 Amendments 52 s Amendments to the 2010 Standard Specifications 6-02.3(11) Curing Concrete In the fifth paragraph"Type 11)"is revised to read"Type 11),Class B". 6-02.3(17)B Allowable Design Stresses and Deflections Under the heading"Timber",the second sentence is revised to read: The allowable stresses and loads shall not exceed the lesser of stresses and loads given in the table below or factored stresses for designated species and grade in Table 7.3 of the Timber Construction Manual, latest Edition by the American Institute of Timber Construction Under the heading"Steel",the first sentence is revised to read: For identified grades of steel, design stresses shall not exceed those specified in the Steel Construction Manual, latest Edition by the American Institute of Steel Construction, except as follows: 6-02.3(17)F Bracing Under the heading'Temporary Bracing for Bridge Girders",the table is revised to read: Girder Series Distance in Inches W42G 30 W50G 42 W58G 63 W74G 66 Prestressed concrete tub girders with 30 webs with flanges WF36G,WF42G,WF50G,WF58G, 70 WF66G,WF74G,WF83G,WF95G, and WF100G . W32BTG,W38BTG,and W628TG 70 WF74PTG,WF83PTG,WF95PTG,and 70 WF100PTG 6-02.3(17)K Concrete Forms on Steel Spans The second and third paragraphs are revised to read: The Contractor shall not weld any part of the form to any steel member. The compression member or bottom connection of cantilever formwork support brackets shall bear either within six inches maximum vertically of the bottom flange or within six inches maximum horizontally of a vertical web stiffener. The Contractor's bridge deck form system shall be designed to prevent rotation of the steel girder. This can be achieved by temporary struts and ties or other methods the Contractor shows to be effective. Partial depth cantilever formwork support brackets Rainier Avenue S(SR 167) Amendments S Grady Way to S 2nd St November 2011 Amendments 53 Amendments to the 2010 Standard Specifications that do not conform to the above requirements shall not be used, unless the Contractor submits details showing the additional formwork struts and ties used to brace the steel girder against web distortion caused by the partial depth bracket, and receives the Engineer's approval of the submittal. 6-02.3(17)N Removal of Falsework and Forms The first paragraph including table is revised to read: If the Engineer does not specify otherwise, the Contractor may request to remove forms based on the criteria in the table below. Both compressive strength and minimum time criteria shall be met if both are listed in the applicable row.The minimum time shall be from the time of the last concrete placement in the forms. In no case shall the Contractor remove forms or falsework without the Engineer's approval. Concrete Placed In Percent of Specified Minimum Minimum Time Minimum Compressive Compressive Strength' Strength' Side forms not supporting the 3 days concrete weight,including columns,walls,crossbeams, or non-sloping box girder webs, — 1400 psi 18 hours abutments,traffic and pedestrian barriers. — Side forms of footings, pile — 18 hours caps,and shaft caps 2 Crossbeams,sloping box 80 — 5 days girder webs,struts,inclined columns,inclined walls and other forms that support the concrete weight. Bridge decks supported on 80 — 10 days stringers, beam,or girders.3 Box girders,T-beam girders, 80 — 14 days and flat-slab Superstructure.3 Arches.3 80 — 21 days 1 Strength shall be proved by test cylinders made from the last concrete placed into the form. The cylinders shall be cured according to WSDOT FOP for AASHTO T 23. 2 Curing compound shall be immediately applied to the sides when forms are removed. 3 Where continuous spans are involved,the time for all spans will be determined by the last concrete placed affecting any span. The third and fourth paragraphs are deleted. The fifth paragraph is revised to read: Rainier Avenue S(SR 167) Amendments S Grady Way to S 2nd St November 2011 Amendments 54 Amendments to the 2010 Standard Specifications Curing shall comply as required in Section 6-02.3(11). The concrete surface shall not become dry during form removal if removed during the cure period. 6-02.3(20) Grout for Anchor Bolts and Bridge Bearings In the fourth paragraph"9-20.3(4)"is revised to read "Section 9-20.3(4)". 6-02.3(24) Reinforcement This first paragraph is revised to read: Although a bar list is normally included in the Plans,the Contracting Agency does not guarantee its accuracy and it shall be used at the Contractor's risk. Reinforcement fabrication details shall be determined from the information provided in the Plans. The third paragraph is deleted. 6-02.3(24)C Placing and Fastening The eighth paragraph is revised to read: Mortar blocks may be accepted based on a Manufacturer's Certificate of Compliance. The 14th paragraph is revised to read: Clearances for main bars shall be at least: 4-inches between: Bars and the surface of any concrete masonry exposed to the action of salt or alkaline water. 3-inches between: Bars and the surface of any concrete deposited against earth without intervening forms. 2-%-inches between: Adjacent bars in a layer. Bridge deck bars and the top of the bridge deck. 2-inches between: Adjacent layers. Bars and the surface of concrete exposed to earth. Reinforcing bars and the faces of forms for exposed aggregate finish. 1-%-inches between: Bars and the surface of concrete when not specified otherwise in this Section or in the Plans. Barrier and curb bars and the surface of concrete. 1-inch between: Slab bars and the bottom of the slab. Slab bars and the top surface of the bottom slab of a cast-in-place concrete box girder. The following new paragraph is inserted after the 14th paragraph: Rainier Avenue S(SR 167) Amendments S Grady Way to S 2nd St November 2011 Amendments 55 Amendments to the 2010 Standard Specifications Cover to ties and stirrups may be%-inch less than the values specified for main bars but shall not be less than 1-inch. 6-02.3(24)F Mechanical Splices Items 1,2,and 3 in the fourth paragraph are revised to read: 1. Mechanical splices shall develop at least 125 percent of the specified yield strength of the unspliced bar.The ultimate tensile strength of the mechanical splice shall exceed that of the unspliced bar. 2. The total slip of the bar within the spliced sleeve of the connector after loading in tension to 30.0 ksi and relaxing to 3.0 ksi shall not exceed the following measured displacements between gage points clear of the splice sleeve: a. 0.01 inches for bar sizes up to No. 14. b. 0.03 inches for No.18 bars. 3. The maximum allowable bar size for mechanical laps splices shall be No.6. 6-02.3(25) Prestressed Concrete Girders Under the heading"Prestressed Concrete Wide Flange I Girder"the last sentence is revised to read: WSDOT standard girders in this category include Series WF36G, WF42G, WF50G, WF58G, WF66G, WF74G,WF836,WF95G and WF100G. Under the heading Spliced Prestressed Concrete Girder"the fourth sentence is revised to read: rDuds shall conform to the Section 6-02.3(26)E requirements for internal embedded installation except that ducts for I girders may be 24 gage, semi-rigid, galvanized, corrugated, ferrous metal. Duds shall be round,unless the Engineer approves use of elliptical shaped duds. Under the heading"Spliced Prestressed Concrete Girder"the last sentence is revised to read: WSDOT standard girders in this category include Series WF74PTG, WF83PTG, WF95PTG and WF100PTG. 6-02.3(25)G Protection of Exposed Reinforcement The first paragraph is revised to read: When a girder is removed from its casting bed, all prestressing reinforcement strands projecting from the girder shall be cleaned and painted with a minimum dry film thickness of 1 mil of paint conforming to Section 9-08.1(2)B, and all steel reinforcing bars, including welded wire fabric, projecting from the girder shall be protected in accordance with Section 6-02.3(24)B. During handling and shipping, projecting reinforcement shall be protected from bending or breaking. Just before placing concrete around the projecting bars or strands, the Contractor shall remove from them all spattered concrete remaining from girder casting,dirt,oil,and other foreign matter. Rainier Avenue S(SR 167) Amendments S Grady Way to S 2nd St November 2011 Amendments 56 Amendments to the 2010 Standard Specifications 6-02.3(25)1 Fabrication Tolerances Item Number 1 in the first paragraph is revised to read: 1. Prestressed Concrete Girder Length (overall): ± 1/4-inch per 25-feet of beam length, up to a maximum of±1-1/2-inch. Item 23 in the first paragraph is revised to read: 23. Position of Lifting Loops:±3-inches longitudinal,±%-inch transverse. 6-02.3(25)L Handling and Storage In the third sentence of the second paragraph, the reference to "1-foot-9-inc6s" is revised to read "3- foot-0-inches". In the fourth paragraph,the second,third,and fourth sentences are revised to read: The lifting locations and concrete release strengths shown in the girder schedule in the Plans assume that these temporary strands are pretensioned. Alternatively,these temporary strands may be post-tensioned, provided the same lifting locations indicated in the girder schedule are used and the strands are tensioned prior to lifting the girder from the form. These temporary strands shall be of the same diameter,and shall be tensioned to the same force,as the permanent strands. In the fifth paragraph,the following new sentence is inserted after the second sentence: When temporary top strands are not needed for lifting but are required for shipping,they shall be post-tensioned on the same day that the permanent prestress is released into the girder. 6-02.3(25)M Shipping The first and second sentences of the third paragraph are revised to read: Girder support during shipping pp g s pp ng shall be located as shown in the Plans and shall be no closer than the girder depth to the ends of the girder at the girder centerline. Support locations shown in the Plans have been determined in accordance with the criteria specified in the WSDOT Bridge Design Manual LRFD Section 5.6.3.D. 6-02.3(25)N Prestressed Concrete Girder Erection The seventh paragraph is supplemented with the following: The aspect ratio(height/width)of oak block wedges at the girder centerline shall not exceed 1.0. 6-02.3(26)A Shop Drawings Item 2 in the third paragraph is revised to read: 2. Technical data on tendons and steel reinforcement, anchorage devices, anchorage device efficiency and acceptance test results and records, anchoring stresses, types of tendon conduit,and all other data on prestressing operations. Rainier Avenue S(SR 167) Amendments S Grady Way to S 2""St November 2011 Amendments 57 r � Amendments to the 2010 Standard Specifications 6-02.3(26)B General Requirements for Anchorages The second paragraph is revised to read: The structure shall be reinforced with steel reinforcing bars in the anchorage zone in the vicinity of the anchorage device.This reinforcement shall be categorized into two zones.The first or local zone shall be the concrete surrounding and immediately ahead of the anchorage device. The second or general zone shall be the overall anchorage zone including the local zone. The third paragraph is revised to read: The steel reinforcing bars required for concrete confinement in the local zone shall be determined by the post-tensioning system supplier and shall be shown in the shop drawings. The calculations shall be submitted with the shop drawings.The local zone steel reinforcing bars shall be furnished and installed by the Contractor, at no additional cost to the Contracting Agency, in addition to the structural reinforcement required by the Plans. The steel reinforcing bars required in the general zone shall be as shown in the Plans and are included in the appropriate bid items. The last paragraph is replaced with the following two new paragraphs: Anchorage devices shall meet the requirements listed in either Sections 6-02.3(26)C or 6-02.3(26)D. All anchorages shall develop at least 96 percent of the actual ultimate strength of the prestressing steel, when tested in an unbonded state,without exceeding anticipated set. This anchor efficiency test shall be performed, or inspected and certified, by an independent testing agency approved by the Engineer. 6-02.3(26)C Bearing Type Anchorages This section including title is revised to read: 6-02.3(26)C Normal Anchorage Devices Normal anchorage devices, defined as post-tensioning anchorage assemblies conforming to the factored bearing resistance requirements specified in this Section, shall provide a factored bearing resistance greater than or equal to 1.2 times the maximum jacking force. The Contractor shall submit calculations showing that the factored bearing resistances of the anchorage devices are not exceeded. The factored bearing resistance of the anchorages shall be taken as: Pr=4)fAb For which f„is the lesser of: f„=0.7f,i(A/Ag)1I2 %=2.25f'ct where: io= Resistance factor of 0.70 Rainier Avenue S(SR 167) Amendments S Grady Way to S 2nd St November 2011 Amendments 58 Amendments to the 2010 Standard Specifications A= Maximum area of the portion of the supporting surface that is similar to the loaded area and concentric with it and does not overlap similar areas for adjacent anchorage devices (square inches) Ab= Effective net area of the bearing plate calculated as the area Ag, minus the area of openings in the bearing plate(square inches) Ag= Gross bearing area of the bearing plate calculated in accordance with the requirements specified below(square inches) fci= Nominal compressive strength of concrete at the time of application of the tendon force (ksi) The full bearing plate area may be used for A.and the calculation of i4b if the plate material does not yield at the factored tendon force and the slenderness of the bearing plate,n/t,conforms to: (n/t):9 0.08(Eb/fb)0.33 where: t= Average thickness of the bearing plate(inches) Eb= Modulus of elasticity of the bearing plate material(ksi) fb= Stress in the anchor plate at a section taken at the edge of the wedge hole or holes(ksi) n= Projection of the base plate beyond the wedge hole or wedge plate, as appropriate (inches) For anchorages with separate wedge plates, n may be taken as the largest distance from the outer edge of the wedge plate to the outer edge of the bearing plate. For rectangular bearing plates,this distance shall be measured parallel to the edges of the bearing plate. If the anchorage has no separate wedge plate,n may be taken as the projection beyond the outer perimeter of the group of holes in the direction under consideration. For bearing plates that do not meet the slenderness requirement specified above, the effective gross bearing area,Ag,shall be taken as: 1. For anchorages with separate wedge plates, the area geometrically similar to the wedge plate,with dimensions increased by twice the bearing plate thickness. 2. For anchorages without separate wedge plates, the area geometrically similar to the outer perimeter of the wedge holes, with dimensions increased by twice the bearing plate thickness. 6-02.3(26)D Non Bearing Type Anchorages This section including title is revised to read: 6-02.3(26)D Special Anchorage Devices Special anchorage devices,defined as post-tensioning anchorage assemblies that do not conform to the factored bearing pressure requirements specified in Section 6-02.3(26)C, shall conform to the acceptance test requirements specified below. Acceptance testing shall be performed, or inspected Rainier Avenue S(SR 167) Amendments S Grady Way to S 2nd St November 2011 Amendments 59 i Amendments to the 2010 Standard Specifications and certified, by an independent testing agency approved by the Engineer. Results of the special anchorage device acceptance testing shall be recorded and submitted to the Engineer for approval in accordance with Section 6-01.9. 6-02.3(26)Dl Test Block Requirements The test block shall be a rectangular prism of sufficient size to contain all the special anchorage device components that will also be embedded in the concrete of the Structure being post- tensioned. The arrangement of the special anchorage device components shall conform to practical application to the project and the special anchorage device manufacturer's recommendations. The test block shall contain an empty duct of a size appropriate for the maximum tendon size that can be accommodated by the special anchorage device. 6-02.3(26)D2 Test Block Dimensions The dimensions of the test block perpendicular to the tendon in each direction shall be the smaller of the minimum edge distance or the minimum spacing specified by the special anchorage device manufacturer, with the stipulation that the concrete cover over any confining reinforcing steel or supplementary skin reinforcement shall be appropriate for the project specific application and circumstances. The length of the block along the axis of the tendon shall be at least two times the larger of the cross-section dimensions. 6-02.3(26)D3 Local Zone Reinforcement for Confinement The confining reinforcing steel in the local zone of the test block shall be the same as that recommended by the special anchorage device manufacturer. 6-02.3(26)D4 Supplementary Skin Reinforcement In addition to the special anchorage device and the associated local zone reinforcement for confinement, supplementary skin reinforcement may be provided throughout the test block. Such supplementary skin reinforcement shall be as specified by the special anchorage device manufacturer,but shall not exceed a volumetric ratio of 0.01. The Contractor shall furnish and install supplementary skin reinforcement in the anchorage zone of the Structure similar in configuration and equivalent in volumetric ratio to the supplementary skin reinforcement used in the test block, at no additional cost to the Contracting Agency. The steel reinforcing bars shown in the Plans in corresponding portions of the general zone may be counted towards this reinforcement requirement. 6-02.3(26)DS Test Block Concrete Strength The compressive strength of the test block at the time of acceptance testing shall not exceed the compressive strength of the Structure being post-tensioned at the time of post-tensioning. 6-02.3(26)D6 Special Anchorage Device Acceptance Testing Special anchorage device acceptance testing shall be conducted in accordance with one of the following test methods: Rainier Avenue S(SR 167) Amendments S Grady Way to S 2nd St November 2011 Amendments 60 Amendments to the 2010 Standard Specifications 1. Cyclic load test 2. Sustained load test 3. Monotonic load test The loads specified for the tests are specified in fractions of the ultimate load Fp„of the largest , tendon that the special anchorage device is designed to accommodate. The specimen shall be loaded in accordance with conventional usage of the device in post-tensioning applications, except that the load may be applied directly to the wedge plate or equivalent area. 6-02.3(26)D7 Cyclic Loading Test A load of 0.8Fp„shall be applied. The load shall then be cycled between O.1FP„and 0.8FP„until crack widths stabilize,but for not less than ten cycles. Crack widths are considered stabilized if they do not change by more than 0.001 inches over the last three readings. Upon completion of the cyclic loading portion of the test,the specimen shall be loaded to failure,or,if limited by the capacity of the loading equipment,to at least 1.1FP,,. Crack widths and crack patterns shall be recorded at the initial load of 0.8FP,,, at least at the last three consecutive peak loadings before termination of the cyclic loading portion of the test,and at 0.9Fpu. The maximum load shall also be reported. 6-02.3(26)D8 Sustained Loading Test A load of 0.8FP„shall be applied and held constant until crack widths stabilize, but not less than 48 hours. Crack widths are considered stabilized if they do not change by more than 0.001 inches over the last three readings. Upon completion of the sustained loading portion of the test, the specimen shall be loaded to failure, or, if limited by the capacity of the loading equipment,to at least 1.1Fp,,. Crack widths and crack patterns shall be recorded at the initial load of 0.8FP,,, at least three times at intervals of not less than four hours during the last 12 hours of the sustained loading time period,and at 0.9FP,,. The maximum load shall also be reported. 6-02.3(26)D9 Monotonic Loading Test A load of 0.91'p„shall be applied and held constant for one hour. Upon completion of the one hour load hold period, the specimen shall be loaded to failure, or, if limited by the capacity of the loading equipment,to at least 1.2FP,,. Crack widths and crack patterns shall be recorded at 0.9Fpu, at the conclusion of the one hour load hold period,and at 1.OFP,,. The maximum load shall also be reported. 6-02.3(26)D10 Special Anchorage Device Test Performance Requirements The test block shall conform to the following load requirements under test load: 1. The maximum test load for cyclic loading and sustained loading tests shall be 1.1Fp„ minimum. Rainier Avenue S(SR 167) Amendments S Grady Way to S 2M St November 2011 Amendments 61 Amendments to the 2010 Standard Specifications 2. The maximum test load for monotonic loading tests shall be 1.2FP„minimum. The test block shall conform to the following crack width requirements under test load: 1. Cracks shall not exceed 0.010 inches in width at 0.8FP„ at completion of the cyclic loading test or sustained loading test, or at 0.9FP„ after the one hour load hold period of the monotonic loading test. 2. Cracks shall not exceed 0.016 inches at 0.9Fp„ for the cyclic loading test or the sustained loading test,or at 1.OFP„for the monotonic loading test. 6-02.3(26)Dll Test Series Requirements A test series shall consist of three test specimens. Each one of the tested specimens shall conform to the acceptance criteria specified above. If one of the three specimens fails to pass the test, a supplementary test series of three additional specimens shall be conducted. The three additional test specimens shall conform to the specified acceptance criteria. 6-02.3(26)D12 Special Anchorage Device Acceptance Testing Results Report The special anchorage device acceptance testing results report shall consist of the following: 1. Dimensions of the test specimen. 2. Working drawings with details and dimensions of the special anchorage device, including all confining reinforcing steel. 3. Amount and arrangement of supplementary skin reinforcement. 4. Type and yield strength of reinforcing steel. S. Type and compressive strength of the concrete at the time of testing. 6. Type of testing procedure and all measurements specified for each specimen under the test. The special anchorage device manufacturer shall specify auxiliary and confining reinforcement, minimum edge distance, minimum anchor spacing, and minimum concrete strength at the time of stressing required for proper performance of the local zone. 6-02.3(26)E Ducts Beneath the heading "Ducts for Internal Embedded Installation" the second sentence in the second paragraph is revised to read: Polypropylene ducts shall conform to ASTM D 4101 with a cell classification range of PP0340B14541 to PP0340B67884. This section is supplemented with the following: All duct splices, joints, couplings and connections to anchorages shall be made with devices or methods (mechanical couplers, plastic sleeves, shrink sleeve) that are approved by the duct Rainier Avenue 5(SR 167) Amendments 5 Grady Way to 5 2"d St November 2011 Amendments 62 Amendments to the 2010 Standard Specifications manufacturer and produce a smooth interior alignment with no lips or kinks. All connections and fittings shall be air and mortar tight. Taping is not acceptable for connections and fittings. 6-02.3(26)G Tensioning Items 1 and 2 in the first paragraph are revised to read: 1. Stressing equipment shall be capable of producing a jacking force of at least 81 percent of the specified tensile strength of the post-tensioning reinforcement. 2. Jacking force test capacity shall be at least 95 percent of the specified tensile strength of the post-tensioning reinforcement. Items 1,2 and 3 in the sixth paragraph are revised to read: 1. During jacking prior to seating:90 percent of the yield strength of the steel. 2. At anchorages after seating:70 percent of the specified tensile strength of the steel. 3. At service limit state after losses:80 percent of the yield strength of the steel. The second sentence of the second subparagraph under the eighth paragraph is revised to read: The test specimen shall be tensioned to 80 percent of the specified tensile strength in ten increments. The last sentence of the eleventh paragraph is revised to read: The tendon is acceptable if the verification lift off force is not less than 99 percent of the approved P P pP calculated force nor more than 70 percent of the specified tensile strength of the prestressing steel or as approved by the Engineer. 6-02.3(26)H Grouting The first sentence in the last paragraph is deleted. �- 6-02.3(27) Concrete for Precast Units The first paragraph is supplemented with the following: Type III portland cement is permitted to be used in precast concrete units. The third paragraph is deleted. This section is supplemented with the following new sub-sections: 6-02.3(27)A Use of Self Consolidating Concrete for Precast Units Self Consolidating Concrete (SCC) is concrete that is able to flow under its own weight and completely fill the formwork without the need of any vibration while maintaining homogeneity, even in the presence of dense reinforcement. SCC shall be capable of flowing through the steel Rainier Avenue S(SR 167) Amendments S Grady Way to S 2nd St November 2011 Amendments 63 Amendments to the 2010 Standard Specifications reinforcing bar cage without segregation or buildup of differential head inside or outside of the steel reinforcing bar cage. SCC may be used for the following precast concrete structure elements: 1. Precast roof,wall and floor panels,and retaining wall panels in accordance with Section 6- 02.3(28). 2. Precast reinforced concrete three sided structures in accordance with Section 6-02.3(28) as supplemented in the Special Provisions. 3. Precast concrete barrier in accordance with Section 6-10.3(1). 4. Precast concrete wall stem panels in accordance with Section 6-11.3(3). S. Precast concrete noise barrier wall panels in accordance with Section 6-12.3(6). 6. Structural earth wall precast concrete facing panels in accordance with Section 6-13.3(4). 7. Precast drainage structure elements in accordance with Section 9-05.50. 8. Precast junction boxes,cable vaults,and pull boxes in accordance with Section 9-29.2. 6-02.3(27)B Submittals for Self Consolidating Concrete for Precast Units With the exception of items 3, 7,and 8 in Section 6-02.3(27)A,the Contractor shall submit the mix design for SCC to the Engineer for annual approval in accordance with Section 6-02.3(28)6 . The mix design submittal shall include items specified in Section 6-02.3(2)A and results of the following tests conducted on concrete that has slump flow within the slump flow range defined below: 1. Slump Flow. a. The mix design shall specify the target slump flow in inches, in accordance with WSDOT FOP for ASTM C 1611. The slump flow range is defined as the target slump flow plus or minus 2-inches. b. The visual stability index (VSI) shall be less than or equal to 1, in accordance with ASTM C 1611,Appendix X1,using Filling Procedure B. c. The T50 flow rate results shall be less than 6-seconds in accordance with ASTM C 1611,Appendix X1,using Filling Procedure B. 2. Column Segregation. a. The maximum static segregation shall be 10-percent in accordance with ASTM C 1610. b. The Maximum Hardened Visual Stability Index (HVSI) shall be 1 in accordance with �. AASHTO PP 58. 3. J ring test results for passing ability shall be less than or equal to 1.5-inches in accordance with the WSDOT FOP for ASTM C 1621. 4. Air content shall be tested in accordance with WSDOT Test Method T 818, and shall conform to Section 6-02.3(2)A. 5. Concrete unit weight results in pounds per cubic foot shall be recorded in accordance with AASHTO T 121,except that the concrete shall not be consolidated in the test mold. Rainier Avenue S(SR 167) Amendments S Grady Way to S 2nd St November 2011 Amendments 64 Amendments to the 2010 Standard Specifications 6. The temperature of all concrete laboratory test samples shall be tested in accordance with AASHTO T 309 and shall conform to the placement limits specified in Section 6- 02.3(4)D. 7. The modulus of elasticity in pounds per square inch at 28 days shall be recorded in accordance with ASTM C 469. Use of Type III cement is permitted. Placement for construction may include consolidation using light vibration, but the requirements of Section 6-02.3(4)C for consistency will not apply. Items 3, 7, and 8 in Section 6-02.3(27)A require the precast plant to cast one representative structure acceptable to the Engineer and have the structure sawn in half for examination by the Contracting Agency to determine that segregation has not occurred. The Contracting Agency's approval of the sawn structure will constitute approval of the precast plant to use SCC and a concrete mix design submittal is not required. 6-02.3(27)C Acceptance Testing of Self Consolidating Concrete for Precast Units Acceptance testing shall be performed by the Contractor and test results shall be submitted to the Engineer. Placement of SCC for concrete testing such as cylinder preparation shall be in accordance with WSDOT Test Method T 819. SCC for items 1,2,4,5,and 6 in Section 6-02.3(27)A will be accepted in accordance with Section 6- 02.3(5) procedures,and based on conformance to the requirements specified above and in Section 6-02.3(2)A,for the following: 1. Temperature. 2. Air content. 3. Compressive strength at 28-days. 4. Slump flow within the target slump flow range. 5. J ring passing ability less than or equal to 1.5-inches. 6. VSI less than or equal to 1. SCC for concrete barrier will be accepted in accordance with temperature, air, and compressive strength testing listed above. SCC for precast junction boxes, cable vaults, and pull boxes will be accepted in accordance with temperature and compressive strength testing listed above. SCC for precast drainage structure elements will be accepted in accordance with the requirements of AASHTO M 199. 6-02.3(28) Precast Concrete Panels In this section,all references to"units"are revised to read"panels". Rainier Avenue S(SR 167) Amendments S Grady Way to S 2nd St November 2011 Amendments 65 Amendments to the 2010 Standard Specifications 6-02.3(28)8 Casting The second paragraph is revised to read: Concrete shall meet requirements of Section 6-02.3(25)B for annual pre-approval of the concrete mix design, and slump. If SCC is used the concrete shall conform to Sections 6-02.3(27)6 and 6- 02.3(27)C. 6-02.3(28)F Tolerances The reference to"PCI-MNL-166"is revised to read"PCI-MNL-116". 6-02A Measurement The first sentence in the seventh paragraph is revised to read: All reinforcing steel will be measured by the computed weight of all metal, including mechanical splices,actually in place and required by the Plans or the Engineer. Item no.2 in the seventh paragraph is revised to read: 2. Extra steel in splices not shown in the Plans or specified in the Plans as optional. The following new paragraph is inserted after item number 3 in the seventh paragraph: The weight of mechanical splices will be based on the weight specified in the manufacturer's catalog cut for the specific item. 6-02.5 Payment The bid item"St.Reinf. Bar"is revised to read: "St. Reinf. Bar_" The bid item"Epoxy-Coated St. Reinf.Bar"is revised to read: "Epoxy-Coated St. Reinf. Bar " The paragraph after the bid item"Epoxy-Coated St. Reinf. Bar" is revised to read: Payment for reinforcing steel shall include the cost of furnishing, fabricating, placing, and splicing the reinforcement. In structures of reinforced concrete where there are no structural steel bid items, such minor metal parts as expansion joints, bearing assemblies, and bolts will be paid for at the unit contract price for"St. Reinf. Bar_" unless otherwise specified. SECTION 6-03,STEEL STRUCTURES (WSDOT Amendment August 1,2011) Rainier Avenue S(SR 167) Amendments S Grady Way to S 2nd St November 2011 Amendments 66 Amendments to the 2010 Standard Specifications 6-03.3(7) Erection Methods The second and third sentences in the first paragraph are deleted. 6-03.3(25) Repair Welding In the first paragraph"2002"is revised to read"2008". 6-03.3(25)A Welding Inspection In the first paragraph"2002"is revised to read"2008". In the paragraph below the heading "Radiographic Inspection" "2002 Structural" is revised to read "2008 Bridge". 6-03.3(29) Vacant This section including title is revised to read: Welded Shear Connectors All welded shear connectors on steel girder top flanges shall be installed in the field after the forms for the concrete bridge deck are in place. The steel surface to be welded shall be prepared to SSPC- SP 11, power tool cleaning,just prior to welding. Installation, production control,and inspection of welded shear connectors shall conform to Chapter 7 of the AASHTO/AWS D1.5M/D1.5:2008 Bridge Welding Code. After the welded shear connectors are installed, the weld and the disturbed steel surface shall be cleaned and painted in accordance with Section 6-07.3(9)1. 6-03.3(32) Assembling and Bolting The third paragraph is revised to read: Cylindrical erection pins (drift pins)shall be placed throughout each field connection and each field joint with the greatest concentration in the outer edges of a splice plate or member being bolted. Drift pins shall be double tapered barrel pins of hardened steel. The diameter of the drift pins shall at least be 1/32-inch larger than the diameter of the bolts in the connection or the full hole diameter. 6-03.3(33) Bolted Connections This section is revised to read: Fastener components shall consist of bolts, nuts, washers, tension control bolt assemblies, and direct tension indicators. Fastener components shall meet the requirements of Section 9-06.5(3). The Contractor shall submit documentation of the bolt tension calibrator for approval by the Engineer and shall include brand, capacity, model, date of last calibration, and manufacturer's instructions for use. The Contractor shall be responsible to supply the approved bolt tension calibrator and all accompanying hardware and calibrated torque wrenches to conduct all testing Rainier Avenue S(SR 167) Amendments S Grady Way to S 2nd St November 2011 Amendments 67 Amendments to the 2010 Standard Specifications and inspection described herein. Use of the bolt tension calibrator shall comply with manufacturer's recommendations. Fastener components shall be protected from dirt and moisture in closed containers at the site of installation. Only as many fastener components as are anticipated to be installed during the Work shift shall be taken from protected storage. Fastener components that are not incorporated into the Work shall be returned to protected storage at the end of the Work shift. Fastener components shall not be cleaned or modified from the as-delivered condition. Fastener components that accumulate rust or dirt shall not be incorporated into the Work. Tension control bolt assemblies shall not be relubricated,except by the manufacturer. All bolted connections are slip critical. Painted structures require either Type 1 or Type 3 bolts. Unpainted structures require Type 3 bolts.AASHTO M 253 bolts shall not be galvanized or be used in contact with galvanized metal. Washers are required under turned elements for bolted connections and as required in the following: 1. Washers shall be used under both the head and the nut when AASHTO M 253 bolts are to be installed in structural carbon steel,as specified in Section 9-06.1. 2. Where the outer face of the bolted parts has a slope greater than 1:20 with respect to a plane normal to the bolt axis,a beveled washer shall be used. 3. Washers shall not be stacked unless otherwise approved by the Engineer. 4. It is acceptable to place a washer under the unturned element. All galvanized nuts shall be lubricated by the manufacturer with a lubricant containing a visible dye so a visual check for the lubricant can be made at the time of field installation. Black bolts shall be lubricated by the manufacturer and shall be"oily"to the touch when installed. After assembly, bolted parts shall fit solidly together. They shall not be separated by washers, gaskets, or any other material. Assembled joint surfaces, including those next to bolt heads, nuts, and washers, shall be free of loose mill scale, burrs, dirt, and other foreign material that would prevent solid seating. When all bolts in a joint are tight, each bolt shall carry at least the proof load shown in Table 3 below: e Table 3 Minimum Bolt Tension Bolt Size AASHTO M 164 and AASHTO M 253 (inches) ASTM F 1852 (pounds) (pounds) 1/z 12,050 14,900 5/8 19,200 23,700 1 3/4 28,400 35,100 39,250 48,500 Rainier Avenue S(SR 167) Amendments S Grady Way to S 2nd St November 2011 Amendments 68 Amendments to the 2010 Standard Specifications 1 51,500 63,600 11/s 56,450 80,100 11/4 71,700 101,800 13/8 8S,4S0 121,300 111/2 104,000 1147,SOO Prior to final tightening of any bolts in a bolted connection,the connection shall be compacted to a snug-tight condition. Snug tight shall include bringing all plies of the connection into firm contact and snug-tightening all bolts in accordance with Section 6-03.3(32). Final tightening may be done by either the turn-of-nut method, the direct-tension indicator l� method, or twist off type tension control structural bolt/nut/washer assembly method. Preferably, the nut shall be turned tight while the bolt is prevented from rotating. However, if required by either turn-of-nut or direct-tension-indicator methods, because of bolt entering and/or wrench operational clearances,tightening may be done by turning the bolt while the nut is prevented from rotating. 1. Turn-of-Nut Method. After all specified bolting conditions satisfied, and before final tightening, the Contractor shall match-mark with crayon or paint the outer face of each nut and the protruding part of the bolt. Each bolt shall be final tightened to the specified minimum tension by rotating the amount specified in Table 4. To ensure that this tightening method is followed, the Engineer will (1) observe as the Contractor installs, snug-tightens, and final tightens all bolts and(2)inspect each match-mark. Table 4 Tum-of-Nut Tightening Method Nut Rotational from Snug-Tight Condition Bolt Length Disposition of Outer Faces of Bolted Parts Condition 1 Condition 2 Condition 3 L<=4D 1/3 turn 1/2 turn 2/3 turn 4D<L<=8D 1/2 turn 2/3 turn 5/6 turn 8D<L<=12D 2/3 turn 5/6 turn 1 turn l� e Bolt length measured from underside of head to top of nut. Condition 1 — both faces at right angles to bolt axis. Condition 2 —one face at right angle to bolt axis,one face sloped no more than 1:20,without bevel washer. Condition 3— both faces sloped no more than 1:20 from right angle to bolt axis,without bevel washer. Nut rotation is relative to the bolt regardless of which element (nut or bolt) is being turned. Tolerances permitted plus or minus 30 degrees(1/12 turn)for final turns of 1/2 turn or less; plus or minus 45 degrees(1/8 turn)for final turns of 2/3turn or more. Rainier Avenue S(SR 167) Amendments S Grady Way to S 2"d St November 2011 Amendments 69 Amendments to the 2010 Standard Specifications D=nominal bolt diameter of bolt being tightened. When bolt length exceeds 121), the rotation shall be determined by actual tests in which a suitable tension device simulates actual conditions. 2. Direct-Tension-Indicator Method. Direct-Tension-Indicators (DTIs)shall not be used under the turned element. DTIs shall be placed under the bolt head with the protrusions facing the bolt head when the nut is turned. DTIs shall be placed under the nut with the protrusions facing the nut when the bolt is turned. Table 5 Direct Tension Indicator Requirements DTI Spaces Maximum Snug- Minimum Final Bolt Size, inches tight Refusals ighten Refusals 164 253 M 164 253 164 M 253 /2 l8 /4 18 1 1 1-1/8 -1/4 Gap refusal shall be measured with a 0.005 inch tapered feeler gage. After all specified bolting conditions are satisfied,the snug-tightened gaps shall meet Table 5 snug-tight limits. Each bolt shall be final-tightened to meet Table 5 final tighten limits. If the bolt is tensioned so that no visible gap in any space remains, the bolt and DTI shall be removed and replaced by a new properly tensioned bolt and DTI. rThe Contractor shall tension all bolts, inspecting all DTIs with a feeler gage, in the presence of the Engineer. DTIs shall be installed by 2 or more person crews with 1 individual preventing the element at the DTI from turning, and measuring the gap of the DTI to determine the proper tension of the bolt. If a bolt, that has had its DTI brought to full load, loosens during the course of bolting the connection, it shall be rejected. Reuse of the bolt and nut are subject to the provisions of this section. The used DTI shall not be reinstalled. 3. Twist Off Type Tension Control Structural Bolt/Nut/Washer Assembly Method (Tension Control Bolt Assembly). Tension control bolt assemblies shall include the bolt, nut, and washer(s) packaged and shipped as a single assembly. Tension control bolt assembly Rainier Avenue S(SR 167) Amendments S Grady Way to S 2n°St November 2011 Amendments 70 Amendments to the 2010 Standard Specifications components shall not be interchanged for testing or installation and shall comply with all provisions of ASTM F 1852. The tension control bolts shall incorporate a design feature intended to either indirectly indicate, or to automatically provide, the minimum tension specified in Table 3 of Section 6- 03.3(33). The Contractor shall submit the tension control bolt assembly to the Engineer for approval with bolt capacities, type of bolt, nut, and washer lubricant, method of packaging and protection of the lubricated bolt, installation equipment, calibration equipment, and installation procedures. The tension control bolt manufacturer's installation procedure shall be followed for installation of bolts in the verification testing device, in all calibration devices, and in all structure connections. In some cases, proper tensioning of the bolts may require more than one cycle of systematic partial tightening prior to final yield or fracture of the tension control element of each bolt. If yield or fracture of the tension control element of a bolt occurs prior to the final tightening cycle,that bolt shall be replaced with a new one. Additional field verification testing shall be performed as requested by the Engineer. All bolts and connecting hardware shall be stored and handled in a manner to prevent corrosion and loss of lubricant. Bolts which are installed without the same lubricant coating as tested under the verification test will be rejected and shall be removed from the joint and be replaced with new lubricated bolts at no additional cost to the Contracting Agency. AASHTO M 253 bolts, galvanized AASHTO M 164 bolts, and ASTM' F 1852 tension control bolt assemblies shall not be reused. Black AASHTO M 164 bolts may be reused once if approved by the Engineer. All bolts to be reused shall have their threads inspected for distortion by reinstalling the used nut on the bolt and turning the nut for the full length of the bolt threads by hand. Bolts to be reused shall be relubricated in accordance with the manufacturer's recommendations and as approved by the Engineer. Used bolts shall be subject to a rotational capacity test as specified in Section 6-03.3(33)A Pre-Erection Testing.Touching up or retightening bolts previously tightened by the turn-of-nut method, which may have been loosened by the tightening of adjacent bolts shall not be considered as reuse, provided the snugging up continues from the initial position and does not require greater rotation,including the tolerance,than that required by Table 4. 6-03.3(33)A Pre-Erection Testing This section is revised to read: High strength bolt assemblies(bolt,nut, direct tension indicator,and washer), black and galvanized, shall be subjected to a field rotational capacity test, as outlined below, prior to any permanent fastener installation. For field installations, the rotational capacity test shall be conducted at the jobsite. Each combination of bolt production lot, nut production lot, washer production lot, and direct tension indicator production lot shall be tested as an assembly, except tension control bolt assemblies which shall be tested as supplied by the manufacturer. Each rotational capacity test Rainier Avenue S(SR 167) Amendments S Grady Way to S 2nd St November 2011 Amendments 71 Amendments to the 2010 Standard Specifications shall include three assemblies. Once an assembly passes the rotational capacity test, it is approved for use for the remainder of the project, unless the Engineer deems further testing is necessary. All tests shall be performed in a bolt tension calibrator by the Contractor in the presence of the Engineer. High-strength bolt assemblies used in this test shall not be reused. The bolt assemblies shall meet the following requirements after being pretensioned to 15 percent of the minimum bolt tension in Table 3. The assembly shall be considered as nonconforming if the assembly fails to pass any one of the following specified requirements. 1. The measured torque to produce the minimum bolt tension shall not exceed the maximum allowed torque value obtained by the following equation. Torque=0.25 PD Where: Torque = Calculated Torque(foot-pounds) P = Measured Bolt Tension(pounds) D = Normal Bolt Diameter(feet) 2. -After placing the assembly through two cycles of the required number of turns, where turns are measured from the 15 percent pretention condition, as indicated in Table 4 of Section 6-03.3(33), a. The maximum recorded tension after the two turns shall be equal to or greater than 1.15 times the minimum bolt tension listed in Table 3 of Section 6.03.3(33). b. Each assembly shall be successfully installed to the specified number of turns. C. The fastener components in the assembly shall not exhibit shear failure or stripping of the threads as determined by visual examination of bolt and nut threads following removal. d. The bolts in the assembly shall not exhibit torsional or torsional/tension failure. 3. If any specimen fails, the assembly will be rejected. Elongation of the bolt between the bolt head and the nut is not considered to be a failure. Bolts that are too short to test in the bolt tension calibrator shall be tested in a steel joint The Contractor shall (1) install the high-strength bolt assemblies (bolt, nut, direct tension indicator and washer) in a steel joint of the proper thickness, (2) tighten to the snug tight condition, (3) match- mark the outer face of each nut and the protruding part of the bolt with crayon or paint, (4) rotate to the requirements of Table 4, and (5) record the torque that is required to achieve the required amount of rotation. The assembly shall be considered as non-conforming if the assembly fails to pass any one of the following specified requirements. 1. The recorded torque to produce the minimum rotation shall not exceed the maximum allowed torque value obtained by the following equation. Torque=0.25 PD Where: Torque = Calculated Maximum Allowed Torque(foot-pounds) Rainier Avenue S(SR 167) Amendments S Grady Way to S god St November 2011 Amendments 72 r Amendments to the 2010 Standard Specifications P = Specified Bolt Tension per Table 3,multiplied by a factor of 1.15 (pounds) D = Normal Bolt Diameter(feet) 2. After placing the assembly through two cycles of the required number of turns, where turns are measured from the snug tight condition specified in Section 6-03.3(32), a. Each assembly shall be successfully installed to the specified number of turns. b. The fastener components in the assembly shall not exhibit shear failure or stripping of the threads as determined by visual examination of bolt and nut threads following removal. c. The bolts in the assembly shall not exhibit torsional or torsional/tension failure. 3. If any specimen fails, the assembly will be rejected. Elongation of the bolt between the bolt head and the nut is not considered to be a failure. The Contractor shall submit the manufacturer's detailed procedure for pre-erection (rotational capacity)testing of tension control bolt assemblies to the Engineer for approval and shall have an approved procedure prior to testing. Three DTIs, per lot, shall be tested in a bolt tension calibrator.The bolts shall be tensioned to 105- percent of the tension shown in Table 3 of Section 6-03.3(33). If all of the DTI protrusions are completely crushed (all 5 openings with zero gap),this lot of DTIs is rejected. 6-03.3(33)B Bolting Inspection The first paragraph is revised to read: The Contractor, in the presence of the Engineer, shall inspect the tightened bolt using a calibrated inspection torque wrench, regardless of bolting method. The Contractor shall supply the inspection torque wrench. The first sentence in the second paragraph is revised to read: If the bolts to be installed are not long enough to fit in the bolt tension calibrator, five bolts of the same grade, size, and condition as those under inspection shall be tested using Direct-Tension- Indicators(DTIs)to measure bolt tension. The first sentence in the third paragraph is revised to read: Five representative bolts/nuts/washers and DTIs, if used (provided by the Contractor) of the same grade, size, and condition as those under inspection shall be placed individually in a bolt tension calibrator to measure bolt tension. _ The fourth and fifth sentences in the third paragraph are revised to read: In the bolt tension calibrator, each bolt shall be tightened by any convenient means to the specifiedI tension.The inspection torque wrench shall then be applied to the tightened bolt to determine the Rainier Avenue S(SR 167) Amendments S Grady Way to S 2"d St November 2011 Amendments 73 r Amendments to the 2010 Standard Specifications torque required to turn the nut or head 5 degrees (approximately 1-inch at a 12-inch radius) in the tightening direction. The fourth paragraph is revised to read: Ten percent (at least two), or as specified by the Engineer, of the tightened bolts on the Structure represented by the test bolts shall be selected at random in each connection. The job-inspection torque shall then be applied to each with the inspecting wrench turned in the tightening direction, with no restraint applied to the opposite end of the bolt. If this torque turns no bolt head or nut, the Contracting Agency will accept the connection as being properly tightened. If the torque turns one or more bolt heads or nuts, the job-inspection torque shall then be applied to all bolts in the connection. Except for tension control bolt assemblies and DTIs with zero gap at all protrusion spaces, any bolt whose head or nut turns at this stage shall be tightened and reinspected. Any tension control bolt assemblies or DTIs that have zero gap at all protrusion spaces shall be replaced if the head or nut turns at this stage. This section is supplemented with the following new paragraph: The Contractor shall submit the manufacturer's detailed procedure for routine observation to ensure proper use of the tension control bolt assemblies to the Engineer for approval and shall have an approved procedure prior to any assembling of bolted connections. 6-03.3(39) Swinging the Span The first paragraph is revised to read: Forms weighing less than five pounds per square foot of bridge deck area and uniformly distributed along the steel spans may be placed before the spans swing free on their supports. Steel reinforcing bars or concrete bridge deck shall not be placed on steel spans until the spans swing free on their supports and elevations recorded. No simple span or any series of continuous spans will be considered as swinging free until all temporary supports have been released. Reinforcing steel or concrete bridge decks shall not be placed on any simple or continuous span steel girder bridge until all its spans are adjusted and its masonry plates,shoes, and keeper plates grouted. For this specification,the structure shall be considered as continuous across hinged joints. SECTION 6-05,PILING (WSDOT Amendment August 1,2011) 6-05.5 Payment In the second paragraph,the following sentence is inserted after the first sentence: For cast-in-place concrete test piles,this price shall include furnishing,fabricating and installing the steel reinforcing bar cage,and furnishing,casting and curing the concrete. The paragraph after the bid item"Furnishing St. Piling" is revised to read: The unit Contract price per linear foot for "Furnishing (type) Piling (_)" shall be full pay for furnishing the piling specified, including furnishing, fabricating and installing the steel reinforcing Rainier Avenue S(SR 167) Amendments S Grady Way to S 2nd St November 2011 Amendments 74 I Amendments to the 2010 Standard Specifications bar cage,and furnishing,casting and curing the concrete,as required for concrete piling.Such price shall also be full pay,for furnishing timber, precast concrete, or precast-prestressed concrete piling length ordered from an Engineer's order sheet but not driven. SECTION 6-07,PAINTING , (WSDOT Amendment August 1,2011) 6-07.3(2)C Paint System Manufacturer and Paint System Information Submittal Component Item 1 in the first paragraph is supplemented with the following: h. Minimum wet film thickness for each coat to achieve the specified minimum dry film thickness. 6-07.3(9)F Shop Surface Cleaning and Preparation The third sentence is revised to read: The entire steel surface to be painted, including surfaces specified in Section 6-07.3(9)G to receive a mist coat of primer, shall be cleaned to a near white condition in accordance with SSPC-SP 10 and shall be in this condition immediately prior to paint application. 6-07.3(9)G Application of Shop Primer Coat I In the second paragraph,the second,third,and fourth sentences are deleted. 6-07.3(9)1 Application of Field Coatings The following new paragraph is inserted preceding the first paragraph: Prior to applying field coatings, the Contractor shall field install welded shear connectors on the steel girder top flanges in accordance with Section 6-03.3(29) and as shown in the Plans. After installation of the welded shear connectors,the weld and the disturbed surface of the steel girder top flange shall be cleaned in accordance with SSPC-SP 11 and primed. The first sentence in the second paragraph(with above amendment applied)is revised to read: Upon completion of erection Work,all uncoated areas remaining, including bolts,nuts,washers and splice plates, shall be prepared in accordance with Section 6-07.3(9)F, followed by a field primer coat of an organic zinc paint selected from the same approved paint system and paint manufacturer as the other paint for the structure. 6-07.3(10)H Paint System In the first sentence of the first paragraph"new steel" is revised to read "existing steel". 6-07.3(10)K Coating Thickness This section is revised to read: Rainier Avenue S(SR 167) Amendments S Grady Way to S 2"d St November 2011 Amendments 75 Amendments to the 2010 Standard Specifications The minimum dry film thickness of each coat (primer, intermediate, top, and all stripe coats) shall not be less than 3.0 mils. The dry film thickness shall not be thicker than the paint manufacturer's recommended maximum thickness. The minimum wet film thickness of each coat shall be specified by the paint manufacturer to achieve the minimum dry film thickness. Film thickness, wet and dry, will be measured by gages conforming to Section 6-07.3(8)A. Wet measurements will be taken immediately after the paint is applied in accordance with ASTM D 4414. Dry measurements will be taken after the coating is dry and hard in accordance with SSPC Paint Application Specification Section No.2. Each painter shall be equipped with a wet film thickness gauge, and shall be responsible for performing frequent checks of the paint film thickness throughout application. Coating thickness measurements may be made by the Engineer after the application of each coat and before the application of the succeeding coat. In addition, the Engineer may inspect for uniform and complete coverage and appearance. One hundred percent of all thickness measurements shall meet or exceed the minimum wet film thickness. In areas where wet film thickness measurements are impractical, dry film thickness measurements may be made. If a question arises about an individual coat thickness or coverage, it may be verified by the use of a Tooke gauge in accordance with ASTM D 4138. If the specified number of coats does not produce a combined dry film thickness of at least the sum of the thicknesses required per coat,or if an individual coat does not meet the minimum thickness, or if visual inspection shows incomplete coverage, the coating system will be rejected, and the Contractor shall discontinue painting and surface preparation operations and shall submit a proposal for repair to the Engineer The repair proposal shall include documentation demonstrating the cause of the less than minimum thickness along with physical test results, as necessary, and modifications to work methods to prevent similar results. The Contractor shall not 'resume painting or surface preparation operations until receiving the Engineer's approval of the completed repair. 6-07.5 Payment The last sentence in the paragraph starting with "Progress payments for "Cleaning and Painting" is revised to read: Payment will not be made for areas that are otherwise complete but have repairs outstanding. SECTION 6-09,MODIFIED CONCRETE OVERLAYS 6-09.3(1)E Air Compressor (WSDOT Amendment August 2,2010) In the first paragraph"roadway" is deleted and replaced with"bridge". 6-09.3(6) Further Deck Preparation (WSDOT Amendment January 4,2010) Rainier Avenue S(SR 167) Amendments 5 Grady Way to S 2nd St November 2011 Amendments 76 1 Amendments to the 2010 Standard Specifications In the second paragraph,item number 3.and 4.are revised to read: 3. Existing non-concrete patches as authorized by the Engineer. 4. Additionally,for concrete surfaces scarified by rotomilling only, exposure of reinforcing steel to a depth of one-half of the periphery of a bar for a distance of 12-inches or more along the bar. 6-09.3(6)6 Deck Repair Preparation (WSDOT Amendment January 4,2010) In the first paragraph,the second sentence is revised to read: For concrete surfaces scarified by rotomilling, concrete shall be removed to provide a %-inch minimum clearance around the top.mat of steel reinforcing bars only where unsound concrete exists around the top mat of steel reinforcing bars, or if the bond between concrete and the top mat of steel is broken. SECTION 6-10,CONCRETE BARRIER (WSDOT Amendment January 3,2011) 6-10.3(1) Precast Concrete Barrier The third paragraph is deleted. In the seventh paragraph,the following sentence is inserted after the first sentence: If Self Consolidating Concrete is used the concrete shall conform to Sections 6-02.3(27)B and 6- 02.3(27)C. In the 12th paragraph,the first sentence is revised to read: r Only 1 section less than 20-feet long for single slope barrier and 10-feet long for all other barriers may be used in any single run of precast barrier,and it must be at least 8-feet long. 6-10.3(6) Placing Concrete Barrier The first paragraph is revised to read: Precast concrete barrier Type 2, 3, 4 and transitions shall rest on a paved foundation shaped to a uniform grade and section. The foundation surface for precast concrete barrier Type 2, 3, 4 and transitions shall meet this test for uniformity: When a 10-foot straightedge is placed on the surface parallel to the centerline for the barrier, the surface shall not vary more than %-inch from the lower edge of the straightedge. If deviations exceed%-inch,the Contractor shall correct them as required in Section 5-04.3(13). In the second paragraph,the first sentence is revised to read: Rainier Avenue 5(SR 167) Amendments S Grady Way to S 2nd St November 2011 Amendments 77 Amendments to the 2010 Standard Specifications The Contractor shall align the joints of all precast barrier segments so that they offset no more than X-inch transversely and no more than%-inch vertically. SECTION 6-11 REINFORCED CONCRETE WALLS (WSDOT Amendment January 3,2011) 6-11.3(3) Precast Concrete Wall Stem Panels The first paragraph is supplemented with the following: If Self Consolidating Concrete is used the concrete shall conform to Sections 6-02.3(27)6 and 6- 02.3(27)C. SECTION 6-12,NOISE BARRIER WALLS (WSDOT Amendment January 3,2011) 6-12.3(6) Precast Concrete Panel Fabrication and Erection Item number 1 is revised to read: 1. Concrete shall conform to Class 4000. If Self Consolidating Concrete is used the concrete shall conform to Sections 6-02.3(27)B and 6-02.3(27)C. The second sentence of the first paragraph in Item 3 is revised to read: The Contractor shall cast the precast concrete panels horizontally. SECTION 6-13,STRUCTURAL EARTH WALLS (WSDOT Amendment August 1,2011) 6-13.3(2) Submittals This section is revised to read: The Contractor, or the supplier as the Contractor's agent, shall furnish to the Engineer a Manufacturer's Certificate of Compliance in accordance with Section 1-06.3, certifying that the structural earth wall materials conform to the specified material requirements. This includes providing a Manufacturer's Certificate of Compliance for all concrete admixtures, cement, fly ash, steel reinforcing bars, reinforcing strips, reinforcing mesh, tie strips, fasteners, welded wire mats, 1 backing mats, construction geotextile for wall facing, drainage geosynthetic fabric, block connectors, and joint materials. The Manufacturer's Certificate of Compliance for geogrid reinforcement shall include the information specified in Section 9-33.4(4)for each geogrid roll,and shall specify the geogrid polymer types for each geogrid roll. A copy of all test results, performed by the Contractor or the Contractor's supplier, which are necessary to assure compliance with the specifications, shall submitted to the Engineer along with each Manufacturer's Certificate of Compliance. Rainier Avenue S(SR 167) Amendments S Grady Way to S 2nd St November 2011 Amendments 78 Amendments to the 2010 Standard Specifications 1 Before fabrication, the Contractor shall submit a field construction manual for the structural earth walls, prepared by the wall manufacturer, to the Engineer for approval in accordance with Section 6-01.9. This manual shall provide step-by-step directions for construction of the wall system. The Contractor,through the license/patent holder for the structural earth wall system, shall submit detailed design calculations and working drawings to the Engineer for approval in accordance with Section 6-01.9. If not prepared by the license/patent holder for the structural earth system, the design calculation and working drawing submittal shall include documentation that the design calculation and working drawing submittal has been reviewed by, and received the concurrence of, the headquarters organization of the structural earth wall manufacturer as identified in the Special Provisions. Review and concurrence by a sales representative office is not acceptable. The Contractor shall not begin wall construction until receiving the Engineer's written approval of the material certifications and test results,design calculations and working drawing submittals. This section is supplemented with the following new subsections: PP g 6-13.3(2)A Design Calculation Content Requirements The design calculation submittal shall include detailed design calculations based on the wall geometry and design parameters specified in the Plans and Special Provisions. The calculations shall include detailed explanations of any symbols, design input, materials property values, and computer programs used in the design of the walls. All computer output submitted shall be accompanied by supporting hand calculations detailing the calculation process. If MSEW 3.0, or later version,is used for the wall design,hand calculations supporting MSEW are not required. The design calculations shall be based on the current AASHTO LRFD Bridge Design Specifications, including current interims, the current WSDOT Bridge Design Manual LRFD (BDM) and WSDOT Geotechnical Design Manual(GDM),and also based on the following: 1. The wall design calculations shall address all aspects of wall internal stability for the service,strength,and extreme event limit states. 2. The wall surcharge conditions(backfill slope)shown in the Plans. 3. If a highway is adjacent to and on top of the wall, a two foot surcharge shall be used in the design. 4. If the Plans detail an SEW traffic barrier or SEW pedestrian barrier on top of the wall,the barrier shall be designed for a minimum TL-4 impact load, unless otherwise specified in the Plans or Special Provisions. 5. If the Plans detail an SEW traffic barrier or SEW pedestrian barrier on top of the wall,the wall shall be designed for the impact load transferred from the barrier to the wall. 6. The geotechnical design parameters for the wall shall be as specified in the Special Provisions 7. The soil reinforcement length shall be as shown in the Plans. If the Plans do not show a length, the length shall be either 6'-0" or 0.7 times the wall design height H, whichever is greater. Rainier Avenue S(SR 167) Amendments S Grady Way to S 2nd St November 2011 Amendments 79 Amendments to the 2010 Standard Specifications If there are differences in design requirements between the AASHTO LRFD Bridge Design Specifications and the BDM or GDM,the BDM and GDM requirements shall govern. 6-13.3(2)B Working Drawing Content Requirements All design details shown in the working drawings shall be selected from the design details and products specified for the specific structural earth wall manufacturer in the Preapproved Wall Appendix in the current WSDOT Geotechnical Design Manual (GDM). Geosynthetic reinforcement shown in the working drawings shall be selected from the products listed in the current WSDOT Qualified Products list (QPL). Substitution of design details and products not listed in the current WSDOT GDM or QPL will not be allowed. The working drawing submittal shall include all details, dimensions, quantities, and cross-sections necessary to construct the wall based on the wall geometry and design parameters specified in the Plans and Special Provisions,and shall include,but not be limited to,the following items: 1. A plan and elevation sheet or sheets for each wall,containing the following: a. An elevation view of the wall that includes the following: i. the elevation at the top of the wall,at all horizontal and vertical break points, and at least every 50-feet along the wall; ii. elevations at the base of welded wire mats or the top of leveling pads and foundations,and the distance along the face of the wall to all steps in the welded wire mats,foundations and leveling pads; iii. the designation as to the type of panel,block,or module; iv. the length,size,and number of geogrids or mesh or strips,and the distance along the face of the wall to where changes in length of the geogrids or mesh or strips occur;or V. the length,size,and wire sizes and spacing of the welded wire mats and backing mats,and the distance along the face of the wall to where changes in length,size,and wire sizes and spacing of the welded wire mats and backing mats occur;and vi. the location of the original and final ground line. b. A plan view of the wall that indicates the offset from the construction centerline to the face of the wall at all changes in horizontal alignment; the limit of the widest module,geogrid, mesh,strip or welded wire mat,and the centerline of any drainage structure or drainage pipe which is behind or passes under or through the wall. C. General notes,if any,required for design and construction of the wall d. All horizontal and vertical curve data affecting wall construction. e. A listing of the summary of quantities provided on the elevation sheet of each wall for all items including incidental items. f. Cross-section showing limits of construction. In fill sections, the cross-section shall show the limits and extent of select granular backfill material placed above original ground. Rainier Avenue S(SR 167) Amendments S Grady Way to S 2"d St November 2011 Amendments 80 Amendments to the 2010 Standard Specifications g. Limits and extent of reinforced soil volume. 2. All details including steel reinforcing bar bending details. Bar bending details shall be in j accordance with Section 9-07.1. 3. All details for foundations and leveling pads, including details for steps in the foundations or leveling pads. 4. All modules and facing elements shall be detailed. The details shall show all dimensions necessary to construct the element, all steel reinforcing bars in the element, and the location of reinforcement element attachment devices embedded in the precast concrete facing panel or concrete block. 5. All details for construction of the wall around drainage facilities, sign, signal, luminaire, and noise barrier wall foundations, and structural abutment and foundation elements shall be clearly shown. 6. All details for connections to SEW traffic or pedestrian barriers, coping, parapets, noise barrier walls,and attached lighting shall be shown. 7. All details for the SEW traffic or pedestrian barrier attached to the top of the wall (if shown in the Plans)including interaction with bridge approach slabs. 6-13.3(3) Excavation and Foundation Preparation The first sentence in the first paragraph is revised to read: Excavation shall conform to Section 2-09.3(3). 6-13.3(4) Precast Concrete Facing Panel and Concrete Block Fabrication Item number 1 in the first paragraph is revised to read: 1. Have a minimum 28 day compressive strength of 4,000 pounds per square inch, unless otherwise specified in the Special Provisions for specific proprietary wall systems. If Self Consolidating Concrete is used the concrete shall conform to Sections 6-02.3(27)B and 6- 02.3(27)C. 6-13.4 Measurement The fourth paragraph is deleted 6-13.5 Payment The bid items"Structure Excavation Class B" per cubic yard, "Structure Excavation Class B Incl. Haul; per cubic yard,and"Shoring Or Extra Excavation Class B",per square foot,are deleted from this section. The paragraph after the bid item"Structural Earth Wall'is revised to read: "Structural Earth Wall", per square foot. Rainier Avenue S(SR 167) Amendments S Grady Y Wa to S 2nd St November 2011 Amendments 81 Amendments to the 2010 Standard Specifications The unit Contract price per square foot for"Structural Earth Wall'shall be full payment for all costs to perform the Work in connection with constructing structural earth walls including leveling pads and copings when specified. The paragraph after the bid item'Backfill for Structural Earth Wall"is revised to read: The unit Contract price per cubic yard for "Backfill for Structural Earth Wall Incl. Haul" shall be full payment for all costs to perform the Work in connection with furnishing and placing backfill for structural earth wall including hauling and compacting the backfill, and furnishing and placing the wall facing backfill for welded wire faced structural earth walls. SECTION 6-14,GEOSYNTHETIC RETAINING WAILS (WSDOT Amendment April 4,2011) 6-14.2 Materials In the first paragraph, the following three items are inserted above the item "Gravel Borrow For Geosynthetic Retaining Wall": Portland Cement 9-01 Aggregates for Portland Cement Concrete 9-03.1 ISand 9-03.13(1) In the first paragraph, the following four items are inserted after the item "Gravel Borrow For Geosynthetic Retaining Wall": Anchor rods and associated nuts,washers and couplers 9-06.5(1) Reinforcing Steel 9-07 Wire Mesh for Concrete Reinforcement 9-07.7 Grout 9-20.3(2) 6-14.3(3) Excavation and Foundation Preparation The first sentence in the first paragraph is revised to read: Excavation shall conform to Section 2-09.3(3). 6-14.3(6) Permanent Facing The last sentence in the first paragraph is revised to read: Concrete fascia panel, if shown in the Plans, shall conform to Section 6-15.3(9), if cast-in-place, and shall conform to Section 6-02.3(28),if precast. Rainier Avenue S(SR 167) Amendments S Grady Way to S 2°d St November 2011 Amendments 82 I i Amendments to the 2010 Standard Specifications 6-14.4 Measurement The fifth paragraph is deleted 6-14.5 Payment The bid items"Structure Excavation Class B';per cubic yard, "Structure Excavation Class B Incl. Haul'; per cubic yard,and"Shoring Or Extra Excavation Class B';per square foot,are deleted from this section. The paragraph following the bid item"Concrete Fascia Panel"' is revised to read: All costs in connection with constructing the concrete fascia panels as specified shall be included in the unit contract price per square foot for "Concrete Fascia Panel" including all steel reinforcing bars, premolded joint filler, polyethylene bond breaker strip,joint sealant, PVC pipe for weep holes, exterior surface finish,and pigmented sealer(when specified),and all costs associated with precast concrete construction of concrete fascia panels, including working drawing submittals, shipping, handling, protection, erection, temporary support following erection, constructing and placing the concrete leveling pad,edge beam,anchor beam,anchor rod assembly and backfill. SECTION 6-16,SOLDIER PILE AND SOLDIER PILE TIEBACK WALLS (WSDOT Amendment August 2,2010) 6-16.5 Payment The first sentence in the paragraph following the bid item "Furnishing Soldier Pile '. per linear foot, is revised to read: All costs in connection with furnishing soldier pile assemblies shall be included in the unit contract price per linear foot for "Furnishing Soldier Pile -_", including fabricating and painting the pile assemblies,and field splicing and field trimming the soldier piles. SECTION 6-17,PERMANENT GROUND ANCHORS (WSDOT Amendment August 1,2011) 6-17.3(3) Submittals Item number 2 in the third paragraph is revised to read: 2. Ground anchor factored design load I 6-17.3(5) Tendon Fabrication In the second paragraph,the second sentence is revised to read: The tendon shall be sized so the factored design load does not exceed 80 percent of the minimum guaranteed ultimate tensile strength of the tendon. In the third paragraph,the first sentence is revised to read: Rainier Avenue S(SR 167) Amendments S Grady Way to S 2M St November 2011 Amendments 83 Amendments to the 2010 Standard Specifications The Contractor shall be responsible for determining the bond length and tendon bond length necessary to develop the factored design load indicated in the Plans in accordance with Sections 6- 17.38A 6-17.386 and 6-17.3(8)C 6-17.3(8)6 Performance Testing The second paragraph including the following performance test schedule is revised to read: The performance test shall be made by incrementally loading and unloading the ground anchor in accordance with the following schedule, consistent with the Load Resistance Factor Design (LRFD) design method. The load shall be raised from one increment to another immediately after a deflection reading. Performance Test Schedule Load AL 0.25FDL AL 0.25FDL O.SOFDL AL 0.25FDL 0.50FDL AL 5FDL AL 0.25FDL 0.50FDL 0.75FDL 1.00FDL AL Jack to lock-off load Where: AL-is the alignment load FDL-is the factored design load. 6-17.3(8)C Proof Testing In the first paragraph,the first sentence is revised to read: Proof tests shall be performed by incrementally loading the ground anchor in accordance with the following schedule,consistent with the LRFD design method. The proof test schedule following the first paragraph is revised to read: Rainier Avenue S(SR 167) Amendments S Grady Way to S 2nd St November 2011 Amendments 84 Amendments to the 2010 Standard Specifications Proof Test Schedule Load AL 0.25FDL O.50FDL 0.75FDL 1.00FDL Jack to lock-off load Where: AL-is the alignment load FDL-is the factored design load SECTION 6-18,SHOTCRETE FACING (WSDOT Amendment January 3,2011) 6-18.2 Materials In the first paragraph,the following three items are inserted after the item "Fly Ash 9-23.9": Ground Granulated Blast Furnace Slag 9-23.10 Microsilica Fume 9-23.11 Metakaolin 9-23.12 6-18.3(3) Testing The first paragraph is revised to read: The Contractor shall make shotcrete test panels for evaluation of shotcrete quality, strength, and aesthetics. Both preproduction and production test panels, shall be prepared. The Contractor shall remove at least 3 cores from shotcrete test panels in accordance with AASHTO T 24 except all cores obtained for the purpose of shotcrete strength testing shall meet the following: a. The core diameter shall be at least 3 times the maximum aggregate size, but not less than 4-inches. b. The core length shall be a minimum of 2.0 times the core diameter. C. Cores shall be taken at a minimum distance of 1-inch from edge of core to edge of test panel and a minimum clear distance of 1-inch between them. d. Test panels shall be sized to meet the core spacing specified above, but in no case shall be smaller than 12-inch by 12-inch. The first sentence in the second paragraph is deleted. The second sentence in the second paragraph is revised to read Rainier Avenue S(SR 167) Amendments S Grady Way to S 2°d St November 2011 Amendments 85 i ' i Amendments to the 2010 Standard Specifications Cores removed from the panels shall be wiped off to remove surface drill water and immediately wrapped in wet burlap and sealed in a plastic bag. 6-18.3(3)A Pre-production.Testing This section is revised to read: At least three cores for each mix design shall be prepared for evaluation and testing of the shotcrete quality and strength. One 48-inch by 48-inch qualification panel shall be prepared for evaluation and approval of the proposed method for shotcrete installation, finishing, and curing. Both the test panel and the 48-inch qualification panels shall be constructed using the same methods and initial curing proposed to construct the shotcrete facing, except that the test panel shall not include wire reinforcement.The test P anel shall be constructed to the minimum thickness necessary to obtain the required core samples.The 48-inch qualification panel shall be constructed to the same thickness as proposed for the production facing. Production shotcrete Work shall not begin until satisfactory test results are obtained and the panels are approved by the Engineer. 6-18.3(3)B Production Testing The first sentence is revised to read: The Contractor shall provide three cores for each section of facing shot. This section is supplemented with the following: Core acceptance testing for the 28 day compressive strength will be performed in accordance with AASHTO T 24. 6-18.3(4) Qualifications of Contractor's Personnel The second paragraph is supplemented with the following: The 7 day core compressive strength shall be tested by the Contractor in accordance with AASHTO T 24. SECTION 7-02,CULVERTS (WSDOT Amendment January 3,2011) 7-02.2 Materials In the first paragraph, the following three items are inserted after the item "Corrugated Polyethylene Culvert Pipe 9-05.19": Steel Rib Reinforced Polyethylene Culvert Pipe 9-05.21 High Density Polyethylene(HDPE)Pipe 9-05.23 Polypropylene Culvert Pipe 9-05.25 Rainier Avenue S(SR 167) Amendments S Grady Way to S 2nd St November 2011 Amendments 86 Amendments to the 2010 Standard Specifications The third paragraph is revised to read: Thermoplastic culvert pipe includes solid wall PVC culvert pipe, profile wall PVC culvert pipe, corrugated polyethylene culvert pipe,and polypropylene culvert pipe. In the'Culvert Pipe Schedules'table,the last column is revised to read: Thermoplastic PE',PVC2 or PP' PE,PVC,or PP PE,PVC,or PP PE,PVC,or PP PE,PVC,or PP PE,PVC,or PP PE,PVC,or PP None None None None None None None The footnotes below the'Culvert Pipe Schedules'table are supplemented with the following: 3 Polypropylene pipe 7-02.5 Payment This section is supplemented with the following: "Steel Rib Reinforced Polyethylene Culvert Pipe In.Diam.,per linear foot. "High Density Polyethylene(HDPE)Pipe In. Diam., per linear foot. "Polypropylene Culvert Pipe In. Diam.; per linear foot. SECTION 7-04,STORM SEWERS (WSDOT Amendment January 3,2011) 7-04.2 Materials In the first paragraph, the following three items are inserted after the item "Corrugated Polyethylene Storm Sewer Pipe 9-05.20": Steel Rib Reinforced Polyethylene Storm Sewer Pipe 9-05.22 High Density Polyethylene(HDPE) Pipe 9-05.23 Rainier Avenue S(SR 167) Amendments S Grady Way to S 2°d St November 2011 Amendments 87 Amendments to the 2010 Standard Specifications Polypropylene Storm Sewer Pipe 9-05.25 The third paragraph is revised to read: Thermoplastic storm sewer pipe includes solid wall PVC storm sewer pipe, profile wall PVC storm sewer pipe,corrugated polyethylene storm sewer pipe,and polypropylene storm sewer pipe. In the'Storm Sewer Pipe Schedules'table,the fifth column heading is revised to read: PE PP4 The footnotes below the'Storm Sewer Pipe Schedules'table are supplemented with the following: 4 PP=Polypropylene pipe 7-04.5 Payment This section is supplemented with the following: "Steel Rib Reinforced Polyethylene Storm Sewer Pipe In.Diam",per linear foot. "High Density Polyethylene(HDPE)Pipe In.Diam., per linear foot. "Polypropylene Storm Sewer Pipe In. Diam,per linear foot. SECTION 7-09,WATER MAINS (WSDOTAmendment August 1,2011) 7-09.3(24)A Flushing The last two paragraphs are revised to read: The Contractor shall be responsible for disposal of treated water flushed from mains and shall neutralize the wastewater for protection of aquatic life in the receiving water before disposal into any natural drainage channel i.e., receiving water, waters of the State, including wetlands. The Contractor shall be responsible for disposing of disinfecting solution to the satisfaction of the Contracting Agency and local authorities. At a minimum, chlorinated water shall be dechlorinated to a concentration of 0.1 parts per million(ppm) or less, and pH adjustment to within 6.5 — 8.5 standard units before discharging to surface waters of the State or to a storm sewer system that drains to surface waters of the State. If approved by the Engineer and by the local authority responsible for the sanitary sewer system, disposal of treated water from mains may be made to an available sanitary sewer provided the rate of disposal will not overload the sewer. 7-09.3(24)N Final Flushing and Testing The section is supplemented with the following: Rainier Avenue S(SR 167) Amendments S Grady Way to S 2nd St November 2011 Amendments 88 Amendments to the 2010 Standard Specifications At a minimum, chlorinated water shall be dechlorinated to a concentration of 0.1 parts per million(ppm) or less, and pH adjustment to within 6.5 – 8.5 standard units, if necessary, before discharging to surface waters of the State or to a storm sewer system that drains to surface waters of the State. 7-09.5 Payment The paragraph following the bid item" Pipe for Water Main In. Diam"is revised to read: The unit Contract price per linear foot for each size and kind of" Pipe for Water Main In. Diam." shall be full pay for all Work to complete the installation of the water main including but not limited to trench excavation, bedding, laying and jointing pipe and fittings, backfilling, concrete thrust blocking, testing, disinfecting the pipeline, flushing, dechlorination of water used for flushing and cleanup. SECTION 7-17,SANITARY SEWERS (WSDOT Amendment January 3,2011) 7-17.2 Materials The first paragraph is revised to read: Pipe used for sanitary sewers may be: Rigid Thermoplastic Concrete ABS Composite Vitrified Clay PVC(Polyvinyl Chloride) Ductile Iron Polypropylene The fourth paragraph is supplemented with the following item: Polypropylene Sewer pipe 9-05.25 7-17.5 Payments The following bid item is inserted after the bid item"ABS Composite Sewer Pipe—in. Diam": "Polypropylene Sewer Pipe In. Diam:, per linear foot. SECTION 8-01,EROSION CONTROL AND WATER POLLUTION CONTROL (WSDOT Amendment August 1,2011) I 8-01.2 Materials In the first paragraph,the following is inserted after the first sentence: Rainier Avenue S(SR 167) Amendments i S Grady Way to S 2""St November 2011 Amendments 89 Amendments to the 2010 Standard Specifications Corrugated Polyethylene Drain Pipe 9-05.1(6) 8-01.3.(1) General In the sixth paragraph,the first sentence is revised to read: When natural elements rut or erode the sloe the Contractor shall p restore and repair the damage with the eroded material where possible,and remove and dispose of any remaining material found in ditches and culverts. In the seventh paragraph the first two sentences are deleted. The table in the seventh paragraph.is revised to read: Western Washington(West of the Cascade Mountain crest) May 1 through September 30 17 Acres October 1 through April 30 5 Acres Eastern Washinaton(East of the Cascade Mountain crest.) April 1 through October 31 17 Acres November 1 through March 31 5 Acres The eighth paragraph is revised to read: The Engineer may increase or decrease the limits based on project conditions. The ninth paragraph is revised to read: Erodible earth is defined as any surface where soils,grindings,or other materials may be capable of being displaced and transported by rain,wind,or surface water runoff. The 10th paragraph is revised to read: Erodible earth not being worked, whether at final grade or not, shall be covered within the specified time period,(see the tables below)using an approved soil covering practice. Rainier Avenue S(SR 167) Amendments S Grady Way to S god St November 2011 Amendments 90 Amendments to the 2010 Standard Specifications Western Washington(West of the Cascade Mountain crest) October 1 through April 30 2-days maximum ' May 1 to September 30 7-days maximum Eastern Washington(East of the Cascade Mountain crest.) October 1 through June 30 5-days maximum July 1 through September 30 10-days maximum 8-01.3(1)A Submittals This section is revised to read: When a Temporary Erosion and Sediment Control TESC Plan is included in the Plans the Contractor shall either adopt or modify the existing TESC Plan. The Contractor shall provide a schedule for TESC Plan implementation and incorporate it into the Contractor's progress schedule. The Contractor shall obtain the Engineer's approval of the TESC Plan and schedule before any work begins. Modified TESC Plans shall meet all requirements of Chapter 6,Section 6-2 of the current edition of the WSDOT Highway Runoff Manual.The TESC Plan shall cover all areas the Contractor's Work may affect inside and outside the limits of the project (including all Contracting Agency provided sources,disposal sites,and haul roads,and all nearby land,streams,and other bodies of water). The Contractor shall allow at least 5-working days for the Engineer to review any original or revised TESC Plan. Failure to approve all or part of any such Plan shall not make the Contracting Agency liable to the Contractor for any Work delays. 8-01.3(1)6 Erosion and Sediment Control(ESC)Lead The first sentence in the third paragraph is revised to read: When a TESC Plan is included in the Contract Plans, the ESC Lead shall also inspect all areas disturbed by construction activities, all on-site erosion and sediment control BMP's, and all stormwater discharge points at least once every calendar week and within 24-hours of runoff events in which stormwater discharges from the site. Inspections of temporarily stabilized, inactive sites may be reduced to once every calendar month. in the last paragraph,"Form Number 220-030 EF" is revised to read"WSDOT Form Number 220-030 EF". 8-01.3(1)C Water Management In number 2.,.the reference to"Standard Specification" is revised to read"Section". Number 3.,is revised to read: 3. Offsite Water Rainier Avenue S(SR 167) Amendments S Grady Y Wa to S 2nd St November 2011 Amendments 91 Amendments to the 2010 Standard Specifications Prior to disruption of the normal watercourse, the Contractor shall intercept the offsite stormwater and pipe it either through or around the project site. This water shall not be combined with onsite stormwater. It shall be discharged at its pre-construction outfall point in such a manner that there is no increase in erosion below the site. The method for performing this Work shall be submitted by the Contractor for the Engineer's approval. 8-01.3(1)D Dispersion/Infiltration This section is revised to read: Water shall be conveyed only to dispersion or infiltration areas designated in the TESC Plan or to sites approved by the Engineer. Water shall be conveyed to designated dispersion areas at a rate such that, when runoff leaves the area, and enters waters of the State, turbidity standards are achieved. Water shall be conveyed to designated infiltration areas at a rate that does not produce surface runoff. 8-013(2)6 Seeding and Fertilizing The fourth paragraph is revised to read: The seed applied using a hydroseeder shall have a tracer added to visibly aid uniform application. This tracer shall not be harmful to plant, aquatic or animal life. If Short Term Mulch is used as a tracer,the application rate shall not exceed 250-pounds per acre. In the fifth paragraph, "hydro seeder"is revised to read"hydroseeder". 8-01.3(2)D Mulching In the second paragraph,the second sentence is revised to read: Wood strand mulch shall be applied by hand or by straw blower on seeded areas. In the third paragraph, "1" is revised to read "a single" and "hydro seeder" is revised to read "hydroseeder". The fourth paragraph is revised to read: Temporary seed applied outside the application windows established in 8-01.3(2)F shall be covered with a mulch containing either Moderate Term Mulch or Long Term Mulch, as designated by the Engineer. 8-01.3(2)E Tacking Agent and Soil Binders The following new paragraph is inserted at the beginning of this Section: Tacking agent or soil binders applied using a hydroseeder shall have a mulch tracer added to visibly aid uniform application. This tracer shall not be harmful to plant, aquatic or animal life. If Short Term Mulch is used as a tracer,the application rate shall not exceed 2S0-pounds per acre. Rainier Avenue S(SR 167) Amendments S Grady Way to S 2nd St November 2011 Amendments 92 Amendments to the 2010 Standard Specifications The third sentence in the first paragraph below "Soil Binding Using Polyacrylamide (PAM)"is revised to read: ' A minimum of 200-pounds per acre of Short Term Mulch shall be applied with the dissolved PAM. In the second paragraph below "Soil Binding Using Polyacrylamide (PAM)", "within" is revised to read "after". The paragraph"Soil Binding Using Bonded Fiber Matrix(BFM)"including title is revised to read: Soil Binding Using Moderate Term Mulch The Moderate Term Mulch shall be hydraulically applied in accordance with the manufacturer's , installation instructions. The Moderate Term Mulch may require a 24 to 48 hour curing period to achieve maximum performance and shall not be applied when precipitation is predicted within 24 to 48 hours,or on saturated soils,as determined by the Engineer. The last paragraph including titled is revised to read: Soil Binding Using Long Term Mulch The Long Term Mulch shall be hydraulically applied in accordance with the manufacturer's installation instructions and recommendations. 8-01.3(2)F Dates for Application of Final Seed,Fertilizer,and Mulch The first paragraph is revised to read: Unless otherwise approved by the Engineer, the final application of seeding, fertilizing, and mulching of slopes shall be performed during the following periods: Westem Washinetonl Eastern Washineton (West of the Cascade Mountain crest) (East of the Cascade Mountain crest) March 1 through May 15 October 1 through November 15 only September 1 through October 1 ' Where Contract timing is appropriate, seeding, fertilizing, and mulching shall be accomplished during the fall period listed above.Written permission to seed after October 1 will only be given when Physical Completion of the project is imminent and the environmental conditions are conducive to satisfactory growth. 8-01.3(2)G Protection and Care of Seeded Areas The first paragraph is revised to read: Rainier Avenue S(SR 167) Amendments S Grady Way to S 2 n St November 2011 Amendments 93 Amendments to the 2010 Standard Specifications The Contractor shall be responsible to ensure a healthy stand of grass.The Contractor shall restore eroded areas, clean up and.properly dispose of eroded materials, and reapply the seed, fertilizer, and mulch,at no additional cost to the Contracting Agency. In the second paragraph,number 1.is revised to read: 1. At the Contractor's expense, seed, fertilizer and mulch shall be reapplied in areas that have been damaged through any cause prior to final inspection, and reapplied to areas that have failed to receive a uniform application at the specified rate. 8-01.3(2)H Inspection ' The first sentence is revised to read: inspection of seeded areas will be made upon completion of seeding,temporary seeding,fertilizing, and mulching. The third sentence is revised to read: Areas that have not received a uniform application of seed,fertilizer,or mulch at the specified rate, as determined by the Engineer, shall be reseeded, refertilized, or remulched at the Contractor's expense prior to payment. 8-01.3(2)1 Mowing In the first paragraph,the last sentence is revised to read: Trimming around traffic facilities, Structures, planting areas, or other features extending above ground shall be accomplished preceding or simultaneously with each mowing. 8-01.3(3) Placing Erosion Control Blanket In the first sentence,"Standard"is deleted. The second sentence is revised to read: Temporary erosion control blankets, having an open area of 60-percent or greater, may be installed prior to seeding. 8-01.3(4) Placing Compost Blanket In the first paragraph,"before"is revised to read"prior to". The last sentence is revised to read: ' Compost shall be Coarse Compost. 8-01.3(5) Placing Plastic Covering The first sentence is revised to read: Rainier Avenue S(SR 167) Amendments S Grady Way to S 2nd St November 2011 Amendments 94 Amendments to the 2010 Standard Specifications Plastic shall be placed with at least a 12-inch overlap of all seams. 8-01.3(6)A Geotextile-Encased Check Dam The first paragraph is deleted. 8-01.3(6)B Rock Check Dam This section including title is revised to read: 8-01.3(6)8 Quarry Spall Check Dam The rock used to construct rock check dams shall meet the requirements for quarry spalls. 8-01.3(6)D Wattle Check Dam This section is revised to read: Wattle check dams shall be installed in accordance with the Plans. 8-01.3(6)E Coir Log This section is revised to read: Coir logs shall be installed in accordance with the Plans. 8-01.3(9)A Silt Fence In the second paragraph,the second sentence is revised to read: The strength of the wire or plastic mesh shall be equivalent to or greater than what is required in Section 9-33.2(1), Table 6 for unsupported geotextile (i.e., 180 lbs. grab tensile strength in the machine direction). 8-01.3(9)8 Gravel Filter,Wood Chip or Compost Berm In the second paragraph,the last sentence is deleted. The third paragraph is revised to read: The Compost Berm shall be constructed in accordance with the detail in the Plans.Compost shall be Coarse Compost. 8-01.3(9)C Straw Bale Barrier This section is revised to read: Straw Bale Barriers shall be installed in accordance with the Plans. Rainier Avenue S(SR 167) Amendments S Grady Way to S 2nd St November 2011 Amendments 95 r Amendments to the 2010 Standard Specifications 8-01.3(9)D Inlet Protection The first three paragraphs are revised to read: Inlet protection shall be installed below or above,or as a prefabricated cover at each inlet grate,as shown in the Plans. Inlet protection devices shall be installed prior to beginning clearing,grubbing, or earthwork activities. Geotextile fabric in all prefabricated inlet protection devices shall meet or exceed the requirements of Section 9-33.2,Table 1 for Moderate Survivability,and the minimum filtration properties of Table 2. rWhen the depth of accumulated sediment and debris reaches approximately f the height of an internal device or % the height of the external device (or less when so specified by the manufacturers) or as designated by the Engineer, the deposits shall be removed and stabilized on site in accordance with Section 8-01.3(16). 8-01.3(10) Wattles In the first paragraph,the third sentence is revised to read: Excavated material shall be spread evenly along the uphill slope and be compacted using hand tamping or other method approved by the Engineer. This section is supplemented with the following new paragraph: The Contractor shall exercise care when installing wattles to ensure that the method of installation minimizes disturbance of waterways and prevents sediment or pollutant discharge into waterbodies. 8-01.3(12) Compost Sock In the first paragraph, sock is revised to read socks and streambed is revised to read "waterbodies". In the second paragraph"bank" is revised to read "slope". In the third paragraph"and" is revised to read"or". This section is supplemented with the following new paragraph: Compost for Compost Socks shall be Coarse Compost. 8-01.3(14) Temporary Pipe Slope Drain The first paragraph is revised to read: Temporary pipe slope drain shall be Corrugated Polyethylene Drain Pipe and shall be constructed in accordance with the Plans Rainier Avenue S(SR 167) Amendments S Grady Way to S 2nd St November 2011 Amendments 96 1 i Amendments to the 2010 Standard Specifications , The last paragraph is revised to read: Placement of outflow of the pipe shall not pond water on road surface. 8-01.3(15) Maintenance , In the fourth paragraph,the last sentence is revised to read: I Clean sediments may be stabilized on site using approved BMPs as approved by the Engineer. 8-01.3(16) Removal In the second paragraph,the last sentence is revised to read: , This may include,but is not limited to, ripping the soil, incorporating soil amendments,and seeding , with the specified seed. 8-01A Measurement , The eighth paragraph is revised to read: Silt fence,gravel filter, compost berms, and wood chip berms will be measured by the linear foot along the ground line of completed barrier. 8-01.5 Payment The following bid items are relocated after the bid item"Check Dam": "Inlet Protection".per each. "Gravel Filter Berm",per linear foot. The following new paragraph is inserted before the bid item"Stabilized Construction Entrance": The unit Contract price per linear foot for "Check Dam" and "Gravel Filter Berm" and per each for "Inlet Protection" shall be full pay for all equipment, labor and materials to perform the Work as specified,including installation, removal and disposal at an approved disposal site. The paragraph after the bid item"Temporary Curb"is revised to read: The unit Contract price per linear foot for "Temporary Curb" shall include all costs to install, maintain,remove,and dispose of the temporary curb. The following bid item is inserted after the bid item"Mulching with Pam": "Mulching with Short Term Mulch".per acre. ' The bid item"Mulching with BFM" is revised to read: "Mulching with Moderate Term Mulch" Rainier Avenue S(SR 167) Amendments S Grady Way to S 2nd St November 2011 Amendments 97 r Amendments to the 2010 Standard Specifications The bid item "Mulching with MBFM/FRM"is revised to read: r "Mulching with Lon 1 g Term Mulch" SECTION 8-02,ROADSIDE RESTORATION (WSDOT Amendment January 3,2011) 8-02.2 Materials ' In the first paragraph,the following item is inserted after the item"Fertilizer 9-14.3": Mulch and Amendments 9-14.4 r8-02.3(2) Roadside Work Plan In the first paragraph,the second sentence is revised to read: The roadside work plan shall define the Work necessary to provide all Contract requirements, including: wetland excavation, soil preparation, habitat, Structure placement, planting area preparation,seeding area preparation, bark mulch and compost placement,seeding,planting,plant replacement, irrigation,and weed control in narrative form. The first sentence under"Progress Schedule"is revised to read: A progress schedule shall be submitted in accordance with Section 1-08.3. The Progress Schedule ' shall include the planned time periods for Work necessary to provide all Contract requirements in accordance with Sections 8-01,8-02,and 8-03. The first sentence under"Weed and Pest Control Plan" is revised to read: r The Weed and Pest Control Plan shall be submitted and approved prior to starting any Work ' defined in Sections 8-01,and 8-02. In the third paragraph under Weed and Pest Control Plan"the first and second sentences are revised to a read: The plan shall be prepared and signed by a licensed Commercial Pest Control Operator or Consultant when chemical pesticides are proposed. The plan shall include methods of weed control; dates of weed control operations; and the name,application rate,and Material Safety Data Sheets of all proposed herbicides. The last paragraph under"Plant Establishment Plan"is deleted. 8-02.3(2)A Chemical Pesticides This section is deleted. Rainier Avenue S(SR 167) Amendments S Grady Way to S 2nd St November 2011 Amendments 98 1 Amendments to the 2010 Standard Specifications 8-02.3(2)B Weed Control This section is deleted. 8-02.3(3) Planting Area Weed Control ' This section including title is revised to read: 8-02.3(3)Weed and Pest Control , The Contractor shall control weed and pest species within the project area using integrated pest management principles consisting of mechanical, biological and chemical controls that are outlined in the Weed and Pest Control Plan or as designated by the Engineer. Those weeds specified as noxious by the Washington State Department of Agriculture, the local , Weed District, or the County Noxious Weed Control Board and other species identified by the Contracting Agency shall be controlled on the project in accordance with the weed and pest control plan. The Contractor shall control weeds not otherwise covered in accordance with Section 8-02.3(3)A, Planting Area Weed Control in all areas within the project limits, including erosion control seeding , area and vegetation preservation areas,as designated by the Engineer. This section is supplemented with the following new sub-sections: 8-02.3(3)A Planting Area Weed Control ' All planting areas shall be prepared so that they are weed and debris free at the time of planting and until completion of the project. The planting areas shall include the entire ground surface, regardless of cover,all planting beds,areas around plants,and those areas shown in the Plans. All applications of post-emergent herbicides shall be made while green and growing tissue is , present. Should unwanted vegetation reach the seed stage, in violation of these Specifications,the Contractor shall physically remove and bag the seed heads. All physically removed vegetation and , seed heads shall be disposed of off site at no cost to the Contracting Agency. Weed barrier mats shall be installed as shown in the Plans. Mats shall be 3-feet square and shall be secured by a minimum of S-staples per mat. Mats and staples shall be installed according to the manufacturer's recommendations. 8-02.3(3)B Chemical Pesticides Application of chemical pesticides shall be in accordance with the label recommendations, the Washington State Department of Ecology, local sensitive area ordinances, and Washington State Department of Agriculture laws and regulations.Only those herbicides listed in the table Herbicides Approved for Use on WSDOT Rights of Way at http://www.wsdot.wa.gov/Maintenance/Roadside/herbicide_use.htm may be used. Rainier Avenue S(SR 167) Amendments S Grady Way to S 2nd St November 2011 Amendments 99 Amendments to the 2010 Standard Specifications The applicator shall be licensed by the State of Washington as a Commercial Applicator or Commercial Operator with additional endorsements as required by the Special Provisions or the proposed weed control plan. The Contractor shall furnish the Engineer evidence that all operators are licensed with appropriate endorsements,and that the pesticide used is registered for use by the ' Washington State Department of Agriculture.All chemicals shall be delivered to the job site in the original containers. The licensed applicator or operator shall complete a Commercial Pesticide Application Record (DOT Form 540-509) each day the pesticide is applied,and furnish a copy to the ' Engineer by the following business day. The Contractor shall ensure confinement of the chemicals within the areas designated. The use of ' spray chemical pesticides shall require the use of anti-drift and activating agents, and a spray pattern indicator unless otherwise allowed by the Engineer. The Contractor shall assume all responsibility for rendering any area unsatisfactory for planting by ' reason of chemical application. Damage to adjacent areas, either on or off the Highway Right of Way, shall be repaired to the satisfaction of the Engineer or the property owner, and the cost of such repair shall be borne by the Contractor. 8-02.3(5) Planting Area Preparation ' In the first paragraph,the second sentence is revised to read: Material displaced b the Contractor's p y operations that interferes with drainage shall be removed from the channel and disposed of as approved by the Engineer. 8-02.3(7) Layout of Planting The second paragraph is deleted. 8-02.3(8) Planting In the second paragraph,the first and second sentences are revised to read: Under no circumstances will planting be permitted during unsuitable soil or weather conditions as determined by the Engineer. Unsuitable conditions may include frozen soil, freezing weather, saturated soil,standing water, high winds, heavy rains,and high water levels. The fourth paragraph is revised to read: Plants shall not be placed below the finished grade. ' The fifth paragraph is revised to read: Planting hole sizes for plant material shall be in accordance with the details shown in the Plans. Any glazed surface of the planting hole shall be roughened prior to planting. ' The following new paragraph is inserted after the fifth paragraph: All cuttings shall be planted immediately if buds begin to swell. Rainier Avenue S(SR 167) Amendments S Grady Way to S 2nd St November 2011 Amendments 100 Amendments to the 2010 Standard Specifications 8-02.3(9) Pruning,Staking,Guying,and Wrapping In the first paragraph,the last sentence is revised to read: ' All other pruning shall be performed only after the plants have been in the ground at least one year , and when plants are dormant. 8-02.3(13) Plant Establishment , In the third paragraph,the first sentence is revised to read: During the first-year plant establishment period,the Contractor shall perform all Work necessary to , ensure the resumption and continued growth of the transplanted material. In the fourth paragraph, "propose"is revised to read"submit". ' 8-02.3(15) Live Fascines In the first paragraph,the fourth sentence is revised to read: Dead branches may be placed within the live fascine and on the side exposed to the air. In the second paragraph,the third sentence is deleted. In the second paragraph,the seventh sentence is revised to read: ' The live stakes shall be driven through the live fascine vertically into the slope. 8-02.3(16)A Lawn Installation In the third paragraph, the last two items "West of the summit of the Cascade Range - March 1 to October 1."and"East of the summit of the Cascade Range-April 15 to October 1."are revised to read: Western Washington Eastern Washington (West of the Cascade Mountain crest) (East of the Cascade Mountain crest) ' March through May 15 October 1 through November 15 September 1 through October 1 ' The fifth paragraph is revised to read: Topsoil for seeded or sodded lawns shall be placed at the depth and locations as shown in the Plans. The topsoil shall be cultivated to the specified depth, raked to a smooth even grade without low areas that trap water and compacted,all as approved by the Engineer. In the sixth paragraph,the last sentence is revised to read: ' Following placement,the sod shall be rolled with a smooth roller to establish contact with the soil. i Rainier Avenue S SR 167 Amendments ( ) r S Grady Way to S 2nd St November 2011 Amendments 101 Amendments to the 2010 Standard Specifications 8-02.4 Measurement ' The seventh paragraph is revised to read: Fine compost, medium compost and coarse compost will be measured by the cubic yard in the haul conveyance at the point of delivery. 8-02.5 Payment The following new paragraph is inserted above the paragraph beginning with "Payment shall be increased to 90-percent......": Plant establishment milestones are achieved when plants meet conditions described in Section 8- 02.3(13). ' The following is inserted after the bid item"Fine Compost": "Medium Compost",per cubic yard. The paragraph for the bid item"Weed Control"is revised to read: ' "Weed and Pest Control",will be paid in accordance with Section 1-09.6. The following new paragraph is inserted after the bid item"Soil Amendment": The unit Contract price per cubic yard for "Soil Amendment" shall be full pay for furnishing and incorporating the soil amendment into the existing soil. The following new paragraph is inserted after the bid item"Bark or Wood Chip Mulch": The unit Contract price per cubic yard for"Bark or Wood Chip Mulch"shall be full pay for furnishing and spreading the mulch onto the existing soil. SECTION 8-03,IRRIGATION SYSTEMS ' (WSDOT Amendment January 4,2010) 8-03.1 Description In this section,"staked"is revised to read"approved by the Engineer." 8-03.3 Construction Requirements The second paragraph is revised to read: Potable water supplies shall be protected against cross connections in accordance with applicable Washington State Department of Health rules and regulations and approval by the local health authority. Rainier Avenue 5(SR 167) Amendments S Grady Way to S 2'd st November 2011 Amendments 102 Amendments to the 2010 Standard Specifications 8-03.3(1) Layout of Irrigation System This section is revised to read: , The Contractor shall stake the irrigation system following the schematic design shown in the Plans. Approval must be obtained from the Engineer. Alterations and changes in the layout may be expected in order to conform to ground conditions and to obtain full and adequate coverage of plant material with water. However, no changes in the system as planned shall be made without prior authorization by the Engineer. This section is supplemented with the following new sub-section: 8-03.3(1)A Locating Irrigation Sleeves Existing underground irrigation sleeve ends shall be located by potholing. Irrigation sleeves placed during general construction prior to installation of the irrigation system shall be marked at both ends with a 2x4x24-inch wood stake extending 6-inches out of the soil and painted blue on the exposed end. , 8-03.3(2) Excavation In the first paragraph,the fourth sentence is revised to read: , Trenches through rock or other material unsuitable for trench bottoms and sides shall be excavated 6-inches below the required depth and shall be backfilled to the top of the pipe with sand or other suitable material free from rocks or stones. Backfill material shall not contain rocks 2-inches or greater in diameter or other materials that can damage pipe. The second paragraph is revised to read: ' The Contractor shall exercise care when excavating pipe trenches near existing trees to minimize , damage to tree roots.Where roots are 1-1/2-inches or greater in diameter,the trench shall be hand excavated and tunneled under the roots.When large roots are exposed,they shall be wrapped with heavy, moist material,such as burlap or canvas,for protection and to prevent excessive drying.The , material must be kept moist until the trench is backfilled. Trenches dug by machines adjacent to trees having roots less than 1-1/2-inches in diameter shall have severed roots cleanly cut.Trenches having exposed tree roots shall be backfilled within 24-hours unless adequately protected by moist ' material as approved by the Engineer. All material and fastenings used to cover the roots shall be removed before backfilling. The third paragraph is revised to read: ' Detectable marking tape shall be placed in all trenches 6-inches directly above, parallel to, and along the entire length of all nonmetallic water pipes, and all nonmetallic and aluminum sleeves, conduits and casing pipe.The width of the tape and installation depth shall be as recommended by the manufacturer for the depth of installation or as shown in the Plans. Rainier Avenue S(SR 167) Amendments , S Grady Way to S god St November 2011 Amendments 103 Amendments to the 2010 Standard Specifications 8-03.3(3) Piping ' This section is revised to read: All water lines shall be a minimum of 18-inches below finished grade measured from the top of the pipe or as shown in the Plans.All live water mains to be constructed under existing pavement shall be placed in steel casing jacked under pavement as shown in the Plans.All PVC or polyethylene pipe installed under areas to be paved shall be placed in irrigation sleeves. Irrigation sleeves shall extend a minimum of 2-feet beyond the limits of pavement. All jacking operations shall be performed in accordance with an approved jacking plan. Where possible; mains and laterals or section piping shall be placed in the same trench. All lines shall be placed a minimum of 3-feet from the edge of concrete sidewalks,curbs,guardrail,walls,fences,or traffic barriers. Pipe pulling will not be allowed for installation and placement of irrigation pipe. Mainlines and lateral lines shall be defined as follows: Mainlines: All supply pipe and fittings between the water meter and the irrigation control valves. Lateral Lanes: All supply pipe and fittings between the irrigation control valves and the ' connections to the irrigation heads. Swing joints, thick walled PVC or polyethylene pipe, flexible risers,rigid pipe risers,and associated fittings are not considered part of the lateral line but incidental components of the irrigation heads. 8-03.3(4) Jointing In the second paragraph,the third sentence is revised to read: Threaded galvanized steel joints shall be constructed using either a nonhardening, nonseizing multipurpose sealant or Teflon tape or paste as recommended by the pipe manufacturer, or as shown in the Plans. In the last sentence of the second paragraph,"will"is revised to read"shall". ' In the fourth sentence of the third paragraph, "will" is revised to read "shall" and "at" is revised to read "of'. In the fifth paragraph,the first sentence is revised to read: On PVC or polyethylene-to-metal connections,work the metal connection first. In the fifth paragraph,the third sentence is revised to read: Connections between metal and PVC or polyethylene are to be threaded utilizing female threaded PVC adapters with threaded schedule 80-PVC nipple only. In the sixth paragraph,the second sentence is revised to read: ' Rainier Avenue S(SR 167) Amendments S Grady Way to S 2nd St November 2011 Amendments 104 l Amendments to the 2010 Standard Specifications The ends of the polyethylene pipe shall be cut square, reamed smooth inside and out,and inserted to the full depth of the fitting. 8-03.3(5) Installation The following new paragraph is inserted after the third paragraph: ' All automatic control valves, flow control valves, and pressure reducing valves shall be installed in ' appropriate sized valve boxes. Manual control valves shall be installed in an appropriate sized valve box and where appropriate, upstream of the automatic control valves. Manual and automatic valves installed together shall be in an appropriate sized box with 3-inches of clearance on all sides. The fourth paragraph is revised to read: Final position of valve boxes,capped sleeves,and quick coupler valves shall be between''/:-inch and 1-inch above finished grade or mulch,or as shown in the Plans. The following new paragraph is inserted after the fourth paragraph: ' Quick coupler valves and hose bibs shall be installed in valve boxes, either separately or within a control valve assembly box upstream of the control valves. Valves, quick couplers, and hose bibs , shall have 3-inches of clearance on all sides within the valve box. In the fifth paragraph"an" is revised to read"a minimum". The following new paragraph is inserted after the fifth paragraph: Automatic controller pedestals or container cabinets shall be installed on a concrete base as shown ' in the Plans or in accordance with the manufacturer's recommendations. Provide three 1-inch diameter galvanized metal or PVC electrical wire conduits through the base and 3-inches minimum beyond the edge or side of the base both inside and outside of the pedestal. 8-03.3(6) Electrical Wire Installation This section is revised to read: , All electrical work shall conform to the National Electric Code, NEMA Specifications and in accordance with Section 8-20. Electrical wiring between the automatic controller and automatic ' valves shall be direct burial and may share a common neutral. Separate control conductors shall be run from the automatic controller to each valve. When more than one automatic controller is required,a separate common neutral shall be provided for each controller and the automatic valves ' which it controls. Electrical wire shall be installed in the trench adjacent to or above the irrigation pipe, but no less than 12-inches deep. Plastic tape or nylon tie wraps shall be used to bundle wires together at 10-foot intervals. If it is necessary to run electrical wire in a separate trench from the ' irrigation pipe,the wire shall be placed at a minimum depth of 18-inches and be"snaked"from side to side in the trench. Each circuit shall be identified at both ends and at all splices with a permanent marker identifying zone and/or station. I, Rainier Avenue S(SR 167) Amendments S Grady Way to S 2d St November 2011 Amendments 105 Amendments to the 2010 Standard Specifications Wiring placed under pavement and walls, or through walls, shall be placed in an electrical conduit or within an irrigation sleeve. Electrical conduit shall not be less than 1-inch in diameter, and shall (_ meet conduit specifications for PVC conduit as required in Section 9-29.1. Splices will be permitted only in approved electrical junction boxes, valve boxes, pole bases, or within control equipment boxes or pedestals.A minimum of 18-inches of excess conductor shall be left at all splices,terminals and control valves to facilitate inspection and future splicing.The excess wire shall be neatly coiled to fit easily into the boxes. All 120-volt electrical conductors and conduit shall be installed by a certified electrician including all wire splices and wire terminations. All wiring shall be tested in accordance with Section 8-20.3(11). Continuity ground and functionality testing shall be performed for all 24-volt direct burial circuits. The Megger test, confirming insulation resistance of not less than 2 megohms to ground in accordance with Section 8-20.3(11),is required. 8-03.3(7) Flushing and Testing In the first paragraph "correct" is revised to read "as accurate" and "ordered" is revised to read "required". The third paragraph is revised to read: 4 �- Main Line Flushing ti All main supply lines shall receive two fully open flushing's to remove debris that may have entered the line during construction:The first before placement of valves and the second after placement of valves and prior to testing. r The fourth paragraph is revised to read: Main Line Testing +— All main supply lines shall be purged of air and tested with a minimum static water pressure of 150- psi for 60-minutes without introduction of additional service or pumping pressure. Testing shall be done with one pressure gauge installed on the line, in the location required by the Engineer. For t- systems using a pump, an additional pressure gauge shall be installed at the pump when required by the Engineer. Lines that show loss of pressure exceeding 5-psi at the ends of specified test periods will be rejected. Ly The fifth paragraph is deleted. In the sixth paragraph,"any"is revised to read"all". In the seventh paragraph,the second sentence is revised to read: LRainier Avenue S(SR 167) Amendments S Grady Way to S 2nd St November 2011 Amendments 106 Y S Grady Way to S 2" St November 2011 Amendments 108 1 Amendments to the 2010 Standard Specifications 1. Amendments to the 2010 Standard Specifications i me RPM Type 3 9-21.3 Adhesive 9-02.1(8),9-26.2 8-09.3 Construction Requirements 8-09.3(1) Preliminary Spotting The Engineer will provide necessary control points at intervals agreed upon with the Contractor to assist in preliminary spotting of the lines before marker placement begins. The Contractor shall be responsible for preliminary spotting of the lines to be marked. The color of the material used for spotting shall match the color of the raised pavement markers. Approval by the Engineer is required before marking begins. \ Markers shall not be placed over longitudinal or transverse joints in the pavement surface. 8-09.3(2) Surface Preparation All sand,dirt,and loose extraneous material shall be swept or blown away from the marker location i i and the cleaned surface prepared by 1 of the following procedures: \ When deemed necessary by the Engineer all surface dirt within areas to receive markers shall be removed. Large areas of tar, grease, or foreign materials may require sandblasting, steam cleaning,or power brooming to accomplish complete removal. When markers are placed on new cement concrete pavement, any curing compound shall be t� removed in accordance with the requirements of this section. All liquid membrane-forming compounds shall be removed from the Portland cement concrete pavement to which Raised Pavement Markers are to bonded, Curing compound removal shall not be started until the pavement has attained sufficient flexural strength for opening for traffic to be allowed on it. The Contractor shall submit a proposed removal method to the Project Engineer and shall not begin the removal process until the Project Engineer has approved the removal method. The pavement shall be surface dry. When applying Epoxy Adhesives in cool weather the pavement surface shall be heated by intense radiant heat (not direct flame) for a sufficient length of time to warm the pavement areas of marker application to a minimum of 70 2F. \ Application of markers shall not proceed until final authorization is received from the Engineer. 8-09.3(3) Marker Preparation Type 2 markers may be warmed prior to setting by heating to a maximum temperature of 120°F for a maximum of 10-minutes. ■ 8-09.3(4) Adhesive Preparation Epoxy adhesive shall be maintained at a temperature of 602F to 85°F before use and during application. Rainier Avenue 5(SR 167) Amendments f S Grady Way to S 2nd St November 2011 Amendments 109 Amendments to the 2010 Standard Specifications Component A shall be added to component B just before use and mixed to a smooth uniform blend. The unused mixed adhesive shall be discarded when polymerization has caused stiffening and reduction of workability. Bituminous pavement marker adhesive shall be indirectly heated in an applicator with continuous agitation or recurring circulation.Adhesive temperature shall not exceed the maximum safe heating temperature stated by the manufacturer. The Contractor shall provide the Engineer with manufacturer's written instruction for application temperature and maximum safe heating temperature. 8-09.3(5) Application Procedure 1 8-09.3(5)A Epoxy Adhesives Epoxy adhesive shall conform to the requirements of Sections 9-26.2. The marker shall be affixed to the prepared pavement area with sufficient adhesive so as to ' squeeze out a small bead of adhesive around the entire periphery of the marker. The sequence of operations shall be as rapid as possible.Adhesive shall be in place and the marker seated in not more than 30-seconds after the removal of the pavement preheat or warm air ' blast.The marker shall not have cooled more than 1-minute before seating. The lengths of the pavement preheat or warming shall be adjusted so as to ensure bonding of the marker in not more than 15-minutes. Bonding will be considered satisfactory when adhesive develops minimum bond strength in tension of not less than 800-grams per square inch or a total tensile strength of 25-pounds. ' On Roadway sections which are not open to public traffic,the preheating of the markers by dry heating before setting will not be required provided the adhesive develops the required bond strength of 800-grams per square inch in less than 3-hours. If the Roadway section is carrying ' public traffic during the installation of the markers, the 15-minute set-to-traffic provision will be enforced,and necessary flagging and traffic control will be required. 8-09.3(5)B Asphalt Adhesives The bituminous adhesive shall conform to the requirements of Section 9-02.1(8). Bituminous adhesive shall be applied at temperatures recommended by the manufacturer. The marker shall be affixed to the prepared pavement area with sufficient adhesive so as to squeeze out a small bead of adhesive around the entire periphery of the marker. Markers shall be placed immediately after application of the adhesive. ' 8-09.3(6) Recessed Pavement Marker The Contractor shall construct recesses for pavement markers by grinding the pavement in accordance with the dimensions shown in the Standard Plans. The Contractor shall prepare the surface in accordance with Section 8-09.3(2), and install Type 2 markers in the recess in accordance with the Standard Plans and Section 8-09.3(5). ' Rainier Avenue S(SR 167) Amendments S Grady Way to S 2nd St November 2011 Amendments 110 Amendments to the 2010 Standard Specifications Recessed pavement markers shall not be constructed on bridge decks or on bridge approach slabs 8-09.3(7) Tolerances for Pavement Markers Markers shall be spaced and aligned as shown in the Standard Plans and as specified by the Engineer.A displacement of not more than Y2-inch left or right of the established guide line will be L permitted. The Contractor shall remove and replace at no expense to the Contracting Agency all improperly placed markers. 8-09.4 Measurement Measurement of markers will be by units of 100 for each type of marker furnished and set in place. , 8-09.5 Payment Payment will be made in accordance with Section 1-04.1, for each of the following Bid items that are included in the Proposal: "Raised Pavement Marker Type 1",per hundred. ' "Raised Pavement Marker Type 2",per hundred. "Raised Pavement Marker Type 3- In.",per hundred. S "Recessed Pavement Marker". per hundred. The unit Contract price per hundred for "Raised Pavement Marker Type 1", "Raised Pavement Marker Type 2"' "Raised Pavement Marker Type 3 In:;and "Recessed Pavement Marker"shall be full pay for furnishing and installing the markers in accordance with these Specifications including all cost involved with traffic control except for reimbursement for other traffic control labor,and for flaggers and spotters in accordance with Section 1-10.5. SECTION 8-10,GUIDE POSTS (WSDOT Amendment August 2,2010) 8-10.3 Construction Requirements The second paragraph is supplemented with the following: When guide posts are placed on new cement concrete pavement, any curing compound shall be removed. All liquid membrane-forming compounds shall be removed from the Portland cement concrete pavement to which guide post are to be bonded, Curing compound removal shall not be started until the pavement has attained sufficient flexural strength for traffic to be allowed on it. The Contractor shall submit a proposed removal method to the Project Engineer and shall not begin the removal process until the Project Engineer has approved the removal method. The final guide post lengths will be determined or verified by the Engineer at the request of the Contractor. SECTION 8-11,GUARDRAIL (WSDOT Amendment August 2,2010) Rainier Avenue S(SR 167) Amendments S Grady Way to S 2od St November 2011 Amendments 111 Amendments to the 2010 Standard Specifications 8-11.3(1)A Erection of Posts The second paragraph is supplemented with*the following sentence: New installations of guardrail shall have steel posts or as otherwise shown in the Plans. 8-11.3(1)D Terminal and Anchor Installation The fifth paragraph is supplemented with the following sentence: For new terminal installations steel posts shall be used unless shown otherwise in the Plans. ' SECTION 8-12,CHAIN LINK FENCE AND WIRE FENCE (WSDOT Amendment April 4,2011) 8-12.5 Payment The following new paragraph is inserted after the bid item"Chain Link Fence Type The unit contract price per linear foot for "Chain Link Fence Type to shall be full compensation ' for brace posts installation and all other requirements for Chain Link Fence, of Section 8-12, unless covered in a separate bid item in this subsection. SECTION 8-14,CEMENT CONCRETE SIDEWALKS t= (WSDOT Amendment April 4,2011) 8-14.2 Material This section is supplemented with the following new paragraph: ' The Contractor shall use one of the detectable warning surface products listed in the Qualified Products List or seek approval through the WSDOT Request for Approval of Material process. The detectable warning surface shall have the truncated dome shape shown in the Plans. The minimum ' 2-foot wide detectable warning surface area shall be yellow and shall match Federal Standard 595, color number 33538. When painting a detectable warning surface is required, such as on a steel detectable warning surface, the yellow paint shall conform to Section 9-08.1(8), and shall match Federal Standard 595,color number 33538. 8-14.3(3) Placing and Finishing Concrete. The fourth paragraph is revised to read: Curb ramps shall be of the type specified in the Plans and shall include the detectable warning ' surface. The fifth and sixth paragraphs are deleted. ' 8-14.3(5) Curb Ramp Detectable Warning Surface Retrofit This section including heading is revised to read: ' Rainier Avenue S(SR 167) Amendments S Grady Way to S 2nd St November 2011 Amendments 112 i Amendments to the 2010 Standard Specifications 8-14.3(5) Detectable Warning Surface The detectable warning surface shall be located as shown in the Plans. Placement of the detectable ' warning surface shall be in accordance with the manufacturer's recommendation for placement in fresh concrete, before the concrete has reached initial set, or on a hardened cement concrete i surface,or asphalt pavement surface. Vertical edges of the detectable warning surface shall be flush with the adjoining surface to the extent possible(not be more than''/.-inch above the surface of the pavement)after installation. ' Embossing or stamping the wet concrete to achieve the truncated dome pattern or using a mold into which a catalyst hardened material is applied shall not be allowed. i 8-14A Measurement The second sentence in the first paragraph is revised to read: ' Cement concrete curb ramp type will be measured per each for the complete curb ramp i type installed and includes the installation of the detectable warning surface. The second paragraph is revised to read: �. Detectable warning surface will be measured by the square foot of detectable warning surface material installed as shown in the Plans. 8-14.5 Payment The pay item"Cement Conc.Curb Ramp Type "is supplemented with the following new paragraph: The unit Contract price per each for"Cement Concrete Curb Ramp Type , shall be full pay for installing the curb ramp as specified including the"Detectable Warning Surface". ' The pay item "Curb Ramp Detectable Warning Surface Retrofit" is revised to read "Detectable Warning ' Surface". � SECTION 8-15,RIPRAP (WSDOT Amendment January 4,2010) 8-15.2 Materials The referenced sections for the following items are revised to read: Heavy Loose Riprap 9-13 Light Loose Riprap 9-13 ' Hand Placed Riprap 9-13 , Sack Riprap 9-13 Rainier Avenue S(SR 167) Amendments i S Grady Way to S 2"d St November 2011 Amendments 113 Amendments to the 2010 Standard Specifications Quarry Spalls 9-13 ' SECTION 8-17,IMPACT ATTENUATOR SYSTEMS (WSDOT Amendment April 5,2010) 8-17.4 Measurement The first paragraph is supplemented with the following new sentence: Only the maximum number of temporary impact attenuators installed at any one time within the project limits will be measured for payment. 8-17.5 Payment ' In the second paragraph following the bid item "Resetting Impact Attenuator". the first sentence is revised to read: If an impact attenuator is damaged by a third party, repairs shall be made in accordance with Section 1-07.13(4)under the Bid item"Reimbursement For Third Party Damage". ' SECTION 8-20,ILLUMINATION,TRAFFIC SIGNAL SYSTEMS,AND ELECTRICAL (WSDOT Amendment January 3,2011) 8-20.1 Description In the first paragraph,item number 3 is revised to read: ' 3. Intelligent Transportation Systems(ITS) 8-20.3(4) Foundations ' In the 12th paragraph,item number 2 is revised to read: 2. The top heavy-hex nuts for type ASTM F1554 grade 105 anchor bolts shall be tightened by the ' Turn-Of-Nut Tightening Method to minimum rotation of%-turn (90 degrees) and a maximum rotation of%-turn (120 degrees) past snug tight. Permanent marks shall be set on the base plate and nuts to indicate nut rotation past snug tight. In the 12th paragraph,the following is inserted after item number 2: 3. The top hex nuts for type ASTM F1554 grade 55 anchor bolts shall be tightened by the Turn-of- ' Nut Tightening Method to minimum rotation of 1/8-turn(45 degrees)and a maximum rotation of 1/6-turn (60 degrees) past snug tight. Permanent marks shall be set on the base plate and nuts to indicate nut rotation past snug tight. ' 8-20.3(5) Conduit In the fifth sentence of the fourth paragraph,"conforms"is revised to read"conforming". Rainier Avenue S(SR 167) Amendments S Grady Way to S 2nd St November 2011 Amendments 114 Amendments to the 2010 Standard Specifications ' 8-20.3(6) Junction Boxes,Cable Vaults,and Pull boxes In the first paragraph,the first sentence is revised to read: ' Standard Duty and Heavy Duty junction boxes, pull boxes and cable vaults shall be installed at the ' locations show in the Plans. In the second paragraph,the first sentence is revised to read: Cable vaults and pull boxes shall be installed in accordance with the following: ' In item number 2 of the second paragraph, "top course" is deleted and "per" is revised to read "in accordance with". In the last paragraph,"1/2 inch'is revised to read"1/8 inch'. ' This section is supplemented with the following: Standard Duty pull boxes,cable.vaults and concrete junction boxes installed in sidewalks,walkways ' and shared use paths shall have slip resistant surfaces, be flush with surface and match grade of the sidewalk,walkway and shared use path. The boxes,vaults and junction boxes shall not be placed in curb ramps,curb ramp landings, or the gutter areas associated with the curb ramps.Standard Duty , non-concrete junction boxes shall not be installed in sidewalks,walkways or shared use paths. 8-20.3(8) Wiring ' The following new two paragraphs are inserted after the first table: Splices and taps on underground circuits shall be made with solderless crimp connectors meeting ' the requirements of Section 9-29.12. Only one conductor or one multi conductor cable per wire entrance will be allowed in any rigid ' mold splice. In the eleventh paragraph item number 5 is revised to read: ' 5. Video detection camera lead-in cable - the numbers of the phases the camera served. In the eleventh paragraph the following is added after item number 5: ' 6. For ITS cameras—the number of the camera indicated in the Contract and the number of the associated cabinet as indicated on the Plans. , 7. Communication cable--labeled as Comm. This section is supplemented with the following new paragraph: ' Installation of coaxial or coaxial/Siamese cable or data cables with a 600 VAC rating will be allowed in the same raceway with 480 VAC illumination cable. ' Rainier Avenue S(SR 167) Amendments , S Grady Way to S 2nd St November 2011 Amendments 115 Amendments to the 2010 Standard Specifications r 8-20.4 Measurement ' The first sentence is revised to read: No specific unit of measurement will apply to the lump sum items for illumination system, intelligent transportation system (ITS), or traffic signal systems, but measurement will be for the sum total of all items for a complete system to be furnished and installed. ' The second paragraph is revised to read: Conduit of the kind and diameter specified will be measured, through the junction boxes, by the linear foot of conduit placed,unless the conduit is included in an illumination system,signal system, Intelligent Transportation(ITS)or other type of electrical system lump sum Bid item. 8-20.5 Payment All references to"Intelligent Transportation System"are revised to read"ITS". The paragraph after the bid item,"Conduit Pipe_In. Diam."per linear foot,is revised to read: The unit Contract price per linear foot for "Conduit Pipe In. Diam." shall be full pay for ' furnishing all pipe, pipe connections, elbows, bends, caps, reducers, conduits, unions, junction boxes and fittings; for placing the pipe in accordance with the above provisions, including all excavation,jacking or drilling required, backfilling of any voids around casing, conduits, pits or the trenches, restoration of native vegetation disturbed by the operation, chipping of pavement, and bedding of the pipe; and all other Work necessary for the construction of the conduit, except that when conduit is included on any project as an integral part of an illumination, traffic signal, or ITS systems and the conduit is not shown as a pay item, it shall be included in the lump sum price for the system shown. SECTION 8-21,PERMANENT SIGNING (WSDOT Amendment August 1,2011) 8-21.3(4) Sign Removal In the fourth paragraph,the following sentence is inserted after the second sentence: Where signs are removed from existing overhead sign Structures, the existing vertical sign support braces shall also be removed. In the fourth paragraph,the third sentence is revised to read: Aluminum signs, wood signs, wood sign posts, wood structures, metal sign posts,wind beams, and ' other metal structural members, and all existing fastening hardware connecting such members being removed, shall become the property of the Contractor and shall be removed from the project. Rainier Avenue S(SR 167) Amendments ' S Grady Way to S 2nd St November 2011 Amendments 116 r I' Amendments to the 2010 Standard Specifications 8-21.3(9)F Foundations In the ninth paragraph, the following new statement is inserted as number 1. Existing numbers 1 ' through 6 of the ninth paragraph shall be renumbered to 2 through 7. 1. Foundation excavations shall conform to the requirements of Section 2-09.3(3). In the tenth paragraph,item number 2 is revised to read: 2. Steel reinforcement,including spiral reinforcing,shall conform to Section 9-07.2. In the tenth paragraph,item number 3 is revised to read: 3. Unless otherwise shown in the Plans,the concrete shall be commercial grade concrete. 8-21.3(9)G Identification Plates This section including title is revised to read: 8-21.3(9)G Sign Structure Identification Information Whenever existing bridge mounted sign brackets, cantilever sign structures, or sign bridge structures are removed from their anchorage, whether temporary or permanent, the Contractor shall provide the sign structure identification information, attached to the sign structures, to the Engineer. The identification information may be in the form of a riveted plate, sticker, or other means. 8-21.3(12) Steel Sign Posts This section is supplemented with the following: For roadside sign structures on SB-1,SB-2, or SB-3 slip bases, the Contractor shall use the following procedures and manufacturer's recommendations: 1. The Contractor shall assemble the perforated square steel post or solid square steel post to the upper slip plate with bolts,nuts,and washers as shown in the Plans. 2. The three bolts connecting the upper and lower slip plates shall be tightened using as a torque wrench to the torque,following the procedures in the Plans. For roadside structures on ST-2 and ST-4 sign supports, the Contractor shall use the following procedures: 1. The Contractor shall assemble the perforated square steel post to the lower sign post support with bolts,nuts,and washers as shown in the Plans. SECTION 8-22,PAVEMENT MARKING (WSDOT Amendment August 1,2011) 8-22.1 Description The last sentence in the second paragraph is revised to read: ' Rainier Avenue S(SR 167) Amendments S Grady Way to S 2W St November 2011 Amendments 117 iL 1 Amendments to the 2010 Standard Specifications Traffic letters used in word messages shall be sized as shown in the Plans. ' 8-22.4 Measurement In the sixth paragraph"Painted Line"is revised to read"Paint Line". The first sentence in the seventh paragraph is revised to read: Traffic arrows,traffic letters,access parking space symbols, HOV symbols, railroad crossing symbols, drainage markings, junction box markings, bicycle lane symbols, aerial surveillance full, and markers, yield line symbols, yield ahead symbols, and speed bump symbols will be measured per each. 8-22.5 Payment rThis section is supplemented with the following: "Painted Junction Box Marking". per each "Plastic Junction Box Marking"per each SECTION 9-01,PORTLAND CEMENT (WSDOT Amendment April 5,2010) 9-01.2(1) Portland Cement In the first paragraph, all the text after "shall not exceed 8-percent by weight" is deleted and the paragraph ends. In the second paragraph,"per"is revised to read"in accordance with". SECTION 9-02,BITUMINOUS MATERIALS (WSDOT Amendment January 3,2011) 9-02.1(8)Flexible Bituminous Pavement Marker Adhesive This section is revised to read: Flexible bituminous avement marker adhesive is a hot melt thermoplastic bituminous material P P used for bonding raised pavement markers and recessed pavement markers to the pavement. The adhesive material shall conform to the following requirements when prepared in accordance with the Materials Manual WSDOT Standard Operating Procedure(SOP) No.318: Property Test Method Requirement Penetration,779F, 100g, 5 sec,dmm AASHTO T 49 30 Max. ' Softening Point, F AASHTO T 53 200 Min. Rainier Avenue S(SR 167) Amendments S Grady Way to S 2"d St November 2011 Amendments 118 Amendments to the 2010 Standard Specifications Rotational Thermosel Viscosity,cP, AASHTO T 316 5000 Max. #27 spindle, 20 RPM,4002F Ductility,77 2F,5 cm/minute,cm AASHTO T 51 15 Min. Ductility,39.2 2F, 1 cm/minute,cm ASTM D S1 5 Min. Flexibility, 1",20 2F,90 deg.Bend, ASTM D 3111 Pass 10 sec.,%"x 1"x 6"specimen NOTE 1 Bond Pull-Off Strength WSDOT T-426 Greater than 50 psi Note 1: Flexibility test is modified by bending specimen through an arc of 90 degrees at a uniform rate in 10 seconds over a 1-inch diameter mandrel. 9-02.1(9) Coal Tar Pitch Emulsion,Cationic Asphalt Emulsion Blend Sealer This section including title is revised to read: 9-02.1(9) Vacant SECTION 9-03,AGGREGATES (WSDOT Amendment January 4,2010) In this Division,all references to"AASHTO TP 61"are revised to read"AASHTO T 335". ' 9-03.11(2) Streambed Cobbles (WSDOT Amendment August 2,2010) The first paragraph is revised to read: Streambed cobbles shall be clean, naturally occurring water rounded gravel material. Streambed cobbles shall have a well graded distribution of cobble sizes and conform to one or more of the following gradings as shown in the Plans: Percent Passing Approximate Size"O?1 4"Cobbles 6"Cobbles 8"Cobbles 10"Cobbles 12"Cobbles 12" 100 11 10" 100 70-90 8" 100 70-90 6" 100 70-90 5" 70-90 30-60. 4" 100 30-60. Rainier Avenue S(SR 167) Amendments S Grady Way to S 2nd St November 2011 Amendments 119 Amendments to the 2010 Standard Specifications 3" 70-90 30-60. 2" 30-60. 1'/:" 20-50 %" 10 max. 10 max. 10 max. 10 max. 10 max. In the second paragraph, "determine" is revised to read"determined". SECTION 9-04,JOINT AND CRACK SEALING MATERIALS 9-04.2(1) Hot Poured Joint Sealants (WSDOT Amendment August 2,2010) This section is revised to read: Hot poured joint sealants shall meet the requirements of AASHTO M 324 Type IV except for the following: 1. The Cone Penetration at 25°C shall be 130 maximum. 2. The extension for the bond,non immersed,shall be 100%. 3. The hot poured joint sealant shall have a minimum Cleveland Open Cup Flash Point of 205°C in accordance with AASHTO T 48 Hot poured joint sealants shall be sampled in accordance with ASTM D 5167 and tested in accordance with ASTM D 5329. 9-04.11 Butyl Rubber (WSDOT Amendment January 4,2010) This section including title is revised to read: 9-04.11 Butyl Rubber and Nitrile Rubber Butyl rubber shall conform to ASTM D 2000, M1 BA 610. If the Engineer determines that the area will be exposed to petroleum products Nitrile rubber shall be utilized and conform to ASTM D 2000, M1 BG 610. SECTION 9-05,DRAINAGE STRUCTURES,CULVERTS,AND CONDUITS (WSDOT Amendment August 1,2011) 9-05.2(8) Perforated Corrugated Polyethlene Underdraine Pipe(12-inch through 60-inch) This section including title is revised to read: Rainier Avenue 5(SR 167) Amendments 5 Grady Way to S 2"d St November 2011 Amendments 120 I' Amendments to the 2010 Standard Specifications 9-05.2(8) Perforated Corrugated Polyethylene Underdrain Pipe,Couplings and Fittings(12-inch through 60-inch) Perforated corrugated polyethylene underdrain pipe,couplings and fittings, 12-inch through 60-inch diameter maximum, shall meet the requirements of AASHTO M 294 Type CP or Type SP. Type CP shall be Type C pipe with Class 2 perforations and Type SP shall be Type S pipe with either Class 1 or Class 2 perforations. Additionally, Class 2 perforations shall be uniformly spaced along the length and circumference of the pipe. 9-05.12(1) Solid Wall PVC Culvert Pipe,Solid Wall PVC Storm Sewer Pipe,and Solid Wall PVC Sanitary Sewer Pipe In this section,all references to"115 psi"are revised to read"46 psi". 9-05.12(2) Profile Wall PVC Culvert Pipe,Profile Wall PVC Storm Sewer Pipe,and Profile Wall PVC Sanitary Sewer Pipe In the fourth paragraph,the word"producer's" is revised to read"Manufacturer's". 9-05.13 Ductile Iron Sewer Pie P The second and third paragraphs are revised to read: Ductile iron pipe shall conform to ANSI A 21.51 or AWWA C151 and shall be cement mortar lined and have a 1- mil seal coat per AWWA C104, or a Ceramic Filled Amine cured Novalac Epoxy lining, as indicated on the Plans or in the Special Provisions. The ductile iron pipe shall be Special Thickness Class 50, Minimum Pressure Class 350, or the Class indicated on the Plans or in the Special Provisions. Nonrestrained joints shall be either rubber gasket type, push on type,or mechanical type meeting the requirements of AWWA C111. 9-05.19 Corrugated Polyethylene Culvert Pipe This sections title is revised to read: 9-05.19 Corrugated Polyethylene Culvert Pipe,Couplings,and Fittings The first paragraph is revised to read: Corrugated polyethylene culvert pipe, couplings, and fittings, shall meet the requirements of AASHTO M 294 Type S or D for pipe 12-inch to 60-inch diameter with silt-tight joints. 9-05.20 Corrugated Polyethylene Storm Sewer Pipe This sections title is revised to read: 9-05.20 Corrugated Polyethylene Storm Sewer Pipe,Couplings,and Fittings In the first paragraph,the first sentence is revised to read: Rainier Avenue 5(SR 167) Amendments S Grady Way to S 2nd St November 2011 Amendments 121 Amendments to the 2010 Standard Specifications Corrugated polyethylene storm sewer pipe, couplings, and fittings shall meet the requirements of AASHTO M 294 Type S or D. Section 9-05 is supplemented with the following new sub-sections: 9-05.21 Steel Rib Reinforced Polyethylene Culvert Pipe Steel rib reinforced polyethylene culvert pipe shall meet the requirements of ASTM F2562 Class 1 for steel reinforced thermoplastic ribbed pipe and fittings for pipe 24-inch to 60-inch diameter with silt-tight joints. Silt-tight joints for steel reinforced polyethylene culvert pipe shall be made with a bell/bell or bell and spigot coupling and incorporate the use of a gasket conforming to the requirements of ASTM F 477.All gaskets shall be installed on the pipe by the manufacturer. Qualification for each manufacturer of steel reinforced polyethylene culvert pipe requires an approved joint system and a formal quality control plan for each plant proposed for consideration. A Manufacturer's Certificate of Compliance shall be required and shall accompany the materials delivered to the project. The certificate shall clearly identify production lots for all materials represented. The Contracting Agency may conduct verification tests of pipe stiffness or other > properties as it deems appropriate. 9-05.22 Steel Rib Reinforced Polyethylene Storm Sewer Pipe. Steel rib reinforced polyethylene storm sewer pipe shall meet the requirements of ASTM F2562 Class 1 for steel reinforced thermoplastic ribbed pipe and fittings.The maximum diameter for steel reinforced polyethylene storm sewer pipe shall be the diameter for which a manufacturer has submitted a qualified joint. Qualified manufacturers and approved joints are listed in the Qualified Products Lists. Fittings shall be rotationally molded,injection molded,or factory welded. All joints for steel reinforced polyethylene storm sewer pipe shall be made with a bell and spigot coupling and conform to ASTM D 3212 using elastomeric gaskets conforming to ASTM F 477. All gaskets shall be installed on the pipe by the manufacturer. Qualification for each manufacturer of steel reinforced polyethylene storm sewer pipe requires joint system conformance to ASTM D 3212 using elastomeric gaskets conforming to ASTM F 477 and a formal quality control plan for each plant proposed for consideration. A Manufacturer's Certificate of Compliance shall be required and shall accompany the materials delivered to the project. The certificate shall clearly identify production lots for all materials represented. The Contracting Agency may conduct verification tests of pipe stiffness or other properties as it deems appropriate. 9-05.23 High Density Polyethylene(HDPE)Pipe HDPE pipe shall be manufactured from resins meeting the requirements of ASTM D3350 with a cell classification of 345464C and a Plastic Pipe Institute(PPI)designation of PE 3408. Rainier Avenue S(SR 167) Amendments S Grady Way to S 2nd St November 2011 Amendments 122 Amendments to the 2010 Standard Specifications The pipes shall have a minimum standard dimension ratio(SDR)of 32.5. HDPE pipe shall be joined into a continuous length by an approved joining method. The joints shall not create an increase in the outside diameter of the pipe. The joints shall be fused, snap together or threaded. The joints shall be water tight, rubber gasketed if applicable, and pressure testable to the requirements of ASTM D 3212. Joints to be welded by butt fusion, shall meet the requirements of ASTM F 2620 and the manufacturer's recommendations. Fusion equipment used in the joining procedure shall be capable of meeting all conditions recommended by the pipe manufacturer,including but not limited to fusion temperature, alignment, and fusion pressure. All field welds shall be made with fusion equipment equipped with a Data Logger. Temperature, fusion pressure and a graphic representation of the fusion cycle shall be part of the Quality Control records. Electro fusion may be used for field closures as necessary. Joint strength shall be equal or greater than the tensile strength of the pipe. Fittings shall be manufactured from the same resins and Cell Classification as the pipe unless specified otherwise in the Plans or Specifications. Butt fusion fittings and Flanged or Mechanical joint adapters shall have a manufacturing standard of ASTM D3261. Electro fusion fittings shall have a manufacturing standard of ASTM F10S5. HDPE pipe to be used as liner pipe shall meet the requirements of AASHTO M 326 and this specification. The supplier shall furnish a Manufacturer's Certification of Compliance stating the materials meet the requirements of ASTM D 3350 with the correct cell classification with the physical properties listed above. The supplier shall certify the dimensions meet the requirements of ASTM F 714 or as indicated in this Specification or the Plans. At the time of manufacture, each lot of pipe, liner, and fittings shall be inspected for defects and tested for Elevated Temperature Sustain Pressure in accordance with ASTM F 714. The Contractor shall not install any pipe that is more than 2 years old from the date of manufacture. At the time of delivery,the pipe shall be homogeneous throughout, uniform in color,free of cracks, holes,foreign materials, blisters,or deleterious faults. Pipe shall be marked at 5 foot intervals or less with a coded number which identifies the manufacturer,SDR,size,material, machine,and date on which the pipe was manufactured. 9-05.24 Polypropylene Culvert Pipe,Polypropylene Storm Sewer Pipe,and Polypropylene Sanitary Sewer Pipe Polypropylene Culvert Pipe, Polypropylene Storm Sewer Pipe and Polypropylene Sanitary Sewer pipe shall conform to the following requirements: 1. For pipe sizes up to 30 inches:ASTM F2736. 2. For pipe sizes from 30 to 60 inches:ASTM F2764. Rainier Avenue S(SR 167) Amendments S Grady Way to S 2W St November 2011 Amendments 123 Amendments to the 2010 Standard Specifications 3. Fittings shall be factory welded,injection molded or PVC. All joints for corrugated polypropylene pipe shall be made with a bell/bell or bell and spigot coupling and shall conform to ASTM D3212 using elastomeric gaskets conforming to ASTM F477. All gaskets shall be factory installed on the pipe in accordance with the producer's recommendations. Qualification for each producer of corrugated polypropylene storm sewer pipe requires joint system conformance to ASTM D3212 using elastomeric gaskets conforming to ASTM F477 and a formal quality control plan for each plant proposed for consideration. A Manufacturer's Certificate of Compliance shall be required and shall accompany the materials delivered to the project. The certificate shall clearly identify production lots for all materials represented. The Contracting Agency may conduct verification tests of pipe stiffness or other properties deems appropriate. SECTION 9-06,STRUCTURAL STEEL AND RELATED MATERIALS (WSDOT Amendment August 1,2011) 9-06.5(3) High Strength Bolts The first paragraph is revised to read: High-strength bolts for structural steel joints shall conform to either AASHTO M 164 Type 1 or 3 or 1 AASHTO M 253 Type 1 or 3, as specified in the Plans or Special Provisions. Tension control bolt assemblies, meeting all requirements of ASTM F 1852 may be substituted where AASHTO M 164 high strength bolts and associated hardware are specified. The second paragraph is revised to read: When specified in the Plans or Special Provisions to be galvanized,tension control bolt assemblies shall be galvanized after fabrication in accordance with ASTM B 695 Class 55 Type 1. The third paragraph is revised to read: Bolts conforming to AASHTO M 253 shall not be galvanized. The fourth paragraph is revised to read: Bolts for unpainted and nongalvanized structures shall conform to either AASHTO M 164 Type 3, AASHTO M 253 Type 3,or ASTM F 1852 Type 3,as specified in the Plans or Special Provisions. The fifth paragraph is revised to read: Nuts for high strength bolts shall meet the following requirements: AASHTO M 164 Bolts Type 1(black) AASHTO M 291 Grade C,C3, D, DH and DH3 AASHTO M 292 Grade 2H Type 3(black weathering) AASHTO M 291 Grade C3 and DH3 Rainier Avenue S(SR 167) Amendments S Grady Way to S 2nd St November 2011 Amendments 124 r Amendments to the 2010 Standard Specifications Type 1(hot-dip galvanized) AASHTO M 291 Grade DH AASHTO M 292 Grade 2H AASHTO M 253 Bolts Type 1(black) AASHTO M 291 Grade DH, DH3 AASHTO M 292 Grade 2H Type 3(black weathering) AASHTO M 291 Grade DH3 The first sentence in the eighth paragraph is revised to read: Washers for AASHTO M 164 and AASHTO M 253 bolts shall meet the requirements of AASHTO M 293 and may be circular, beveled,or extra thick as required. The last sentence in the eleventh paragraph is revised to read: Approval from the Engineer to use lock-pin and collar fasteners shall be received by the Contractor prior to use. The number 2 foot note reference in the table is deleted. The last row of the table is revised to read: *Manufacturer's Certificate of Compliance—samples not required. 1 Nuts, washers, load indicator devices, and tension control bolt assemblies shall be sampled at the same frequency as the bolts. 9-06.5(4) Anchor Bolts The second paragraph is revised to read: Nuts for ASTM F 1554 Grade 105 black anchor bolts shall conform to AASHTO M 291, Grade D or DH. Nuts for ASTM F 1554 Grade 105 galvanized bolts shall conform to either AASHTO M 291, Grade DH, or AASHTO M 292, Grade 2H, and shall conform to the overtapping, lubrication, and rotational testing requirements in Section 9-06.5(3). Nuts for ASTM F 1554 Grade 36 or 55 black or galvanized anchor bolts shall conform to AASHTO M 291,Grade A. Washers shall conform to ASTM F 436. 9-06.16 Roadside Sign Structures The first paragraph is revised to read: All bolts, nuts,washers,cap screws,and coupling bolts shall conform to AASHTO M 164 and Section 9-06.5(3), except as noted otherwise. All connecting hardware shall be galvanized after fabrication in accordance with AASHTO M 232. The sixth paragraph is revised to read: The heavy-duty anchor(lower sign post support) used for perforated square steel posts (ST-4) shall meet the requirements of ASTM A 500 Grade B and shall be hot-dipped galvanized. Rainier Avenue S(SR 167) Amendments S Grady Way to S 2nd St November 2011 Amendments 125 i Amendments to the 2010 Standard Specifications The following two new paragraphs are inserted after the sixth paragraph: The bolts for connecting square steel posts to the upper slip plate SB-1,SB-2,or SB-3 shall be either corner bolts and conform to ASTM F 568 Class 4.6, zinc coated, or shoulder flange bolts and conform to ASTM A 29, zinc coated, or commercial bolts stock and conform to ASTM A 307, zinc coated. The bolts connecting perforated square steel posts to the lower sign post support (ST-2 or ST-4) shall conform to ASTM A 307, Grade A and galvanized. The bolts connecting the lower slip plate (SB-1,SB-2,or SB-3)to the heavy duty anchor(lower sign post support ST-4)shall conform to ASTM A 307 and galvanized. The bolt stop for ST-2 and ST-4 shall conform to ASTM A 307, Grade A and galvanized. SECTION 9-07,REINFORCING STEEL (WSDOT Amendment August 1,2011) 9-07.1(1)A Acceptance of Materials The following new paragraph is inserted before the first paragraph: Reinforcing steel rebar manufacturers shall comply with the requirements of AASHTO R 53, "Qualification of Deformed and Plain Reinforcing Steel Bar,Welded Wire,and Wire Producing Mills" .and the National Transportation Product Evaluation Program (NTPEP) Work Plan for Reinforcing Steel (rebar) Manufacturers. Reinforcing steel rebar manufacturers shall participate in the NTPEP Audit Program for Reinforcing Steel (rebar) Manufacturers and be listed on the NTPEP audit program website displaying that they are NTPEP compliant. 9-07.2 Deformed Steel Bars The first paragraph is revised to read: Deformed steel bars for concrete reinforcement shall conform to either AASHTO M 31 Grade 60,or ASTM A 706, except as otherwise noted in this Section or as shown in the Plans. Steel reinforcing bar for the cast-in-place components of bridge structures (excluding sidewalks and barriers but including shafts and concrete piles), and for precast substructure components of bridge structures, shall conform to ASTM A 706 Grade 60 only. 9-07.5(1) Epoxy Coated Dowel Bars(For Cement Concrete Pavement) This section's title is revised to read: 9-07.5(1) Epoxy Coated Dowel Bars For Cement Concrete Pavement Rehabilitation The following is inserted after the third sentence of the first paragraph: The Contractor shall furnish a written certification that properly identifies the material,the number of each batch of coating material used, quantity represented, date of manufacture, name and address of manufacturer, and a statement that the supplied coating material meets the requirements of ASTM A 934. Rainier Avenue S(SR 167) Amendments S Grady Way to S 2d St November 2011 Amendments 126 Amendments to the 2010 Standard Specifications SECTION 9-08,PAINTS AND RELATED MATERIALS (WSDOT Amendment January 4,2010) 9-08.1(2)C Inorganic Zinc Rich Primer In the first paragraph,the reference to"Type II"is revised to read `Type I". 9-08.1(2)D Organic Zinc Rich Primer This section is revised to read: Organic zinc rich primer shall be a high performance two-component epoxy conforming to SSPC Paint 20 Type II. SECTION 9-13,RIPRAP,QUARRY SPALLS,SLOPE PROTECTION,AND ROCK WALLS (WSDOT Amendment April 4,2011) In all tables of this section,"Specific Gravity" is revised to read"Specific Gravity SSD". This sections title is revised to read: RIPRAP,QUARRY SPALLS,SLOPE PROTECTION,ROCK FOR EROSION AND SCOUR PROTECTION AND ROCK WALLS The first sentence in the first paragraph is revised to read: Riprap shall consist of broken stone,or broken concrete rubble. 9-13.3 Sack Riprap This section including title is revised to read: 9-13.3 Vacant 9-13.4 Vacant This section including title is revised to read: 9-13.4 Rock for Erosion and Scour Protection Rock for Erosion and Scour Protection shall be hard, sound,and durable material,free from seams, cracks, and other defects tending to destroy its resistance to weather and consist of broken and/or process rock. Rock for Erosion and Scour Protection shall meet quality requirements in Section 9-13 and the grading requirements in Section 9-13.4(2). The use of recycled materials and concrete rubble is not permitted for this application as per Section 9-03.21. This section is supplemented with the following new sub-sections: Rainier Avenue S(SR 167) Amendments S Grady Way to S 2nd St November 2011 Amendments 127 Amendments to the 2010 Standard Specifications 9-13.4(1) Suitable Shape of Rock for Erosion and Scour Protection The Suitable Shape of these rocks shall be"Angular"(having sharply defined edges)to"Subangular" (having a shape in between Rounded and Angular) for a higher degree of interlocking to provide stability to the protected area. The use of round, thin, flat, or long and needle like shapes are not allowed. Suitable Shape can be determined by the ratio of the Length/Thickness.Where the Length is the longest axis, Width is the second longest axis, and Thickness is the shortest. The Suitable Shape shall be the maximum of 3.0 using the following calculation: Length 5 3.0 Suitable Shape Thickness 9-13.4(2) Grading Requirements of Rock for Erosion and Scour Protection Rock for Erosion and Scour Protection will be classified as Class A, Class B, and Class C, and shall have a "Well-Graded" structure that meets the requirements for Suitable Shape and conforms to one or more of the following gradings as shown in the Plans. Class A I Approximate Size(in.) Percent Passing Note 1 (Smaller) 18" 100 16" 80-95 12" 50-80 8" 15-50 4" 15 max. Class B Approximate Size(in.) Percent Passing Note 1 (Smaller) 30" 100 28" 80-95 22" 50-80 16" 15-50 10" 15 max. Class C Approximate Size(in.) Percent Note 1 Passing (Smaller) 42" 100 36" 80-95 28" 50-80 22" 15-50 Rainier Avenue S(SR 167) Amendments S Grady Way to S 2nd St November 2011 Amendments 128 Amendments to the 2010 Standard Specifications 14" 15 max. Note 1 Approximate Size can be determined by taking the average dimension of the three axes of the rock; Length, Width, and Thickness by use of the following calculation: Length+Width+Thickness = Approximate Size 3 Rock for Erosion and Scour Protection shall be visually accepted by the Project Engineer. The Project Engineer shall determine the Suitable Shape, Approximate Size and Grading of the load before it is placed. If so ordered by the Project Engineer,the loads shall be dumped on a flat surface �. for sorting and measuring the individual rocks contained in the load. SECTION 9-14,EROSION CONTROL AND ROADSIDE PLANTING (WSDOT Amendment April 4,2011) Section 9-14 is deleted in its entirety and replaced with the following: 9-14.1 Soil 9-14.1(1) Topsoil Type A Topsoil Type A shall be as specified in the Special Provisions. 9-14.1(2) Topsoil Type B Topsoil Type B shall be native topsoil taken from within the project limits either from the area where roadway excavation is to be performed or from strippings from borrow, pit, or quarry sites, or from other designated sources.The general limits of the material to be utilized for topsoil will be indicated in the Plans or in the Special Provisions.The Engineer will make the final determination of the areas where the most suitable material exists within these general limits. The Contractor shall reserve this material for the specified use. Material for Topsoil Type B shall not be taken from a depth greater than 1 foot from the existing ground unless otherwise designated by the Engineer. In the production of Topsoil Type B, all vegetative matter less than 4 feet in height,shall become a part of the topsoil. Prior to topsoil removal,the Contractor shall reduce the native vegetation to a height not exceeding 1 foot. Noxious weeds,as designated by authorized State and County officials, shall not be incorporated in the topsoil, and shall be removed and disposed of as designated elsewhere or as approved by the Engineer. 9-14.1(3) Topsoil Type C Topsoil Type C shall be native topsoil meeting the requirements of Topsoil Type B but obtained from a source provided by the Contractor outside of the Contracting Agency owned right of way. Rainier Avenue S(SR 167) Amendments S Grady Way to S 2nd St November 2011 Amendments 129 Amendments to the 2010 Standard Specifications 9-14.2 Seed Grasses, legumes, or cover crop seed of the type specified shall conform to the standards for "Certified"grade seed or better as outlined by the State of Washington Department of Agriculture "Rules for Seed Certification," latest edition. Seed shall be furnished in standard containers on which shall be shown the following information: 1. Common and botanical names of seed 2. Lot number 3. Net weight t 4 Pure live seed All seed vendors must have a business license issued by the Washington State Department of Licensing with a seed dealer endorsement. Upon request, the Contractor shall furnish the Engineer with copies of the applicable licenses and endorsements. Upon request, the Contractor shall furnish to the Engineer duplicate copies of a statement signed by the vendor certifying that each lot of seed has been tested by a recognized seed testing laboratory within six months before the date of delivery on the project. Seed which has become wet,moldy,or otherwise damaged in transit or storage will not be accepted. 9-14.3 Fertilizer Fertilizer shall be a standard commercial grade of organic or inorganic fertilizer of the kind and quality specified. It may be separate or in a mixture containing the percentage of total nitrogen, available phosphoric acid, water-soluble potash, or sulfur in the amounts specified. All fertilizers shall be furnished in standard unopened containers with weight, name of plant nutrients, and manufacturer's guaranteed statement of analysis clearly marked, all in accordance with State and Federal laws. Fertilizer shall be supplied in one of the following forms: 1 A dry free-flowing granular fertilizer, suitable for application by agricultural fertilizer spreader. 2 A soluble form that will permit complete suspension of insoluble particles in water, suitable for application by power sprayer. 3 A homogeneous pellet,suitable for application through a ferti-blast gun. 4 A tablet or other form of controlled release with a minimum of a six month release period. 5 A liquid suitable for application by a power sprayer or hydroseeder. 9-14.4 Mulch and Amendments All amendments shall be delivered to the site in the original, unopened containers bearing the manufacturer's guaranteed chemical analysis and name. In lieu of containers, amendments may be Rainier Avenue S(SR 167) Amendments S Grady Way to S 2nd St November 2011 Amendments 130 i Amendments to the 2010 Standard Specifications furnished in bulk. A manufacturer's certificate of compliance shall accompany each delivery. Compost and other organic amendments shall be accompanied with all applicable health certificates and permits. 9-14.4(1) Straw Straw shall be in an air dried condition free of noxious weeds, seeds, and other materials detrimental to plant life. Hay is not acceptable. All straw material shall be Certified Weed Free Straw using North American Weed Management Association (NAWMA)standards or the Washington Wilderness Hay and Mulch(WWHAM) program run by the Washington State Noxious Weed Control Board. Information can be found at http://www.nwcb.wa.gov/http://www.nwcb.wa.gov/ In lieu of Certified Weed Free Straw,the Contractor shall provide documentation that the material is steam or heat treated to kill seeds, or shall provide U.S., Washington, or other State's Department of Agriculture laboratory test reports,dated within 90 days prior to the date of application,showing there are no viable seeds in the straw. Straw mulch shall be suitable for spreading with mulch blower equipment. 9-14.4(2) Hydraulically Applied Erosion Control Products(HECPs) All HECPs shall be biodegradable and in a dry condition free of noxious weeds, seeds, chemical printing ink, germination inhibitors, herbicide residue, chlorine bleach, rock, metal, plastic, and other materials detrimental to plant life. Up to 5 percent by weight may be photodegradable material. The HECP shall be suitable for spreading with a hydroseeder. All HECPs shall be furnished premixed by the manufacturer with Type A or Type B Tackifier as specified in 9-14.4(7). Under no circumstances will field mixing of additives or components be acceptable. The Contractor shall provide test results, dated within three years prior to the date of application, , from an independent, accredited laboratory, as approved by the Engineer, showing the product meets the following requirements: Properties Test Method Requirements Acute Toxity EPA-821-R-02-012 Methods Four replicates are required with No for Measuring Acute Toxicity statistically significant reduction in survival of Effluents.Test leachate in 100%leachate for a Daphnid at 48 from recommended hours and Oncorhynchus mykiss(rainbow application rate receiving 2 trout)at 96 hours inches of rainfall per hour using static test for No- Observed-Adverse-Effect- Concentration(NOEC) Solvents EPA 8260B Benzene-<0.03 mg/kg Rainier Avenue S(SR 167) Amendments S Grady Way to S 2nd St November 2011 Amendments 131 Amendments to the 2010 Standard Specifications Methylene chloride—0.02 mg/kg Naphthalene—<5 mg/kg Tetrachloroethylene—<0.05 mg/kg Toluene —<7 mg/kg Trichloroethylene —<0.03 mg/kg • Xylenes—<9 mg/kg Heavy Metals EPA 6020A Total Metals Antimony—<4 mg/kg Arsenic—<6 mg/kg Barium— <80 mg/kg Boron—<100 mg/kg Cadmium—<2 mg/kg Chromium—<2 mg/kg Copper—<5 mg/kg Lead—<5 mg/kg Mercury—<2 mg/kg Nickel—<2 mg/kg Selenium—<10 mg/kg Strontium—<30 mg/kg Zinc—<5 mg/kg Water Holding ASTM D 7367 900 percent minimum Capacity Organic Matter ASTM D S86 90 percent minimum Content Moisture ASTM D 644 15 percent maximum Content Seed ASTM D 7322 Long Term Moderate Short Term Germination Term Enhancement 420 percent 400 percent 200 minimum minimum percent minimum If the HECP contains cotton or straw,the Contractor shall provide documentation that the material has been steam or heat treated to kill seeds, or shall provide U.S., Washington, or other State's Department of Agriculture laboratory test reports, dated within 90 days prior to the date of application,showing there are no viable seeds in the mulch. The HECP shall be manufactured in such a manner that when agitated in slurry tanks with water, the fibers will become uniformly suspended, without clumping, to form a homogeneous slurry. When hydraulically applied, the material shall form a strong moisture-holding mat that allows the continuous absorption and infiltration of water. The HECP shall contain a dye to facilitate placement and inspection of the material. Dye shall be non-toxic to plants,animals,and aquatic life and shall not stain concrete or painted surfaces. 1 The HECP shall be furnished with a Material Safety Data Sheet (MSDS) that demonstrates that the product is not harmful to plants,animals,and aquatic life. Rainier Avenue S(SR 167) Amendments S Grady Way to S 2nd St November 2011 Amendments 132 Amendments to the 2010 Standard Specifications 9-14.4(2)A Long Term Mulch Long Term Mulch shall demonstrate the ability to adhere to the soil and create a blanket-like mass within two hours of application and shall bond with the soil surface to create a continuous, porous, absorbent,and flexible erosion resistant blanket that allows for seed germination and plant growth and conforms to the requirements in Table 1 Long Term Mulch Test Requirements. The Contractor shall provide test results documenting the mulch meets the requirements in Table 1 Long Term Mulch Test Requirements. Prior to January 1, 2012, the Contractor shall supply independent ASTM D 6459 test results from one of the following testing facilities: National Transportation Product Evaluation Program(NTPEP) Utah State University's Utah Water Research Laboratory Texas Transportation Institute San Diego State University's Soil Erosion Research Laboratory TRI Environmental,Inc Effective January 1, 2012, the Contractor shall supply independent test results from the National Transportation Product Evaluation Program(NTPEP). Table 1 Long Term Mulch Test Requirements Properties Test Method Requirements Performance in ASTM D 6459-Test in one soil C Factor=0.01 maximum using Protecting Slopes type.Soil tested shall be sandy Revised Universal Soil Loss Equation from Rainfall- loam as defined by the NRCS Soil (RUSLE) Induced Erosion 1 Texture Triangle 9-14.4(2)6 Moderate Term Mulch Within 48 hours of application,the Moderate Term Mulch shall bond with the soil surface to create a continuous, absorbent, flexible erosion resistant blanket that allows for seed germination and plant growth and conform to the requirements in Table 2 Moderate Term Mulch Test Requirements. The Contractor shall provide test results documenting the mulch meets the requirements in Table 2 Moderate Term Mulch Test Requirements. Prior to January 1, 2012, the Contractor shall supply independent ASTM D 6459 test results from one of the following testing facilities: National Transportation Product Evaluation Program(NTPEP) Utah State University's Utah Water Research Laboratory Texas Transportation Institute San Diego State University's Soil Erosion Research Laboratory TRI Environmental, Inc Rainier Avenue S(SR 167) Amendments S Grady Way to S 2nd St November 2011 Amendments 133 Amendments to the 2010 Standard Specifications Effective January 1, 2012, the Contractor shall supply independent test results from the National Transportation Product Evaluation Program(NTPEP). Table 2 Moderate Term Mulch Test Requirements Properties Test Method Requirements Performance in ASTM D 6459-Test.in one soil C Factor=0.05 maximum using Protecting Slopes type.Soil tested shall be sandy Revised Universal Soil Loss Equation from Rainfall- loam as defined by the NRCS Soil (RUSLE) Induced Erosion Texture Triangle 9-14.4(2)C Short Term Mulch The Contractor shall provide test results documenting the mulch meets the requirements in Table 3 Short Term Mulch Test Requirements. Prior to January 1, 2012, the Contractor shall supply independent ASTM D 6459 test results from one of the following testing facilities: National Transportation Product Evaluation Program(NTPEP) Utah State University's Utah Water Research Laboratory Texas Transportation Institute San Diego State University's Soil Erosion Research Laboratory TRI Environmental,Inc Effective January 1, 2012, the Contractor shall supply independent test results from the National Transportation Product Evaluation Program(NTPEP). Table 3 Short Term Mulch Test Requirements Properties Test Method Requirements Performance in ASTM D 6459-Test in one soil C Factor=0.15 maximum using Protecting Slopes type.Soil tested shall be sandy Revised Universal Soil Loss Equation from Rainfall- loam as defined by the National (RUSLE) Induced Erosion Resources Conservation Service (NRCS)Soil Texture Triangle 9-14.4(3) Bark or Wood Chips Bark or wood chip mulch shall be derived from Douglas fir, pine, or hemlock species. It shall not contain resin, tannin, or other compounds in quantities that would be detrimental to plant life. Sawdust shall not be used as mulch. Bark or wood chips, when tested, shall be according to WSDOT Test Method T 123 prior to placement and shall meet the following loose volume gradation: Rainier Avenue S(SR 167) Amendments S Grady Way to S 2nd St November 2011 Amendments 134 r Amendments to the 2010 Standard Specifications 1 ' Percent Passing Sieve Size Minimum Maximum 2" 95 100 No.4 0 30 9-14.4(4) Wood Strand Mulch Wood strand mulch shall be a blend of angular, loose, long,thin wood pieces that are frayed,with a high length-to-width ratio and shall be derived from native conifer or deciduous trees. A minimum of 95 percent of the wood strand shall have lengths between 2 and 10 inches. At least 50 percent of the length of each strand shall have a width and thickness between 1/16 and% inch. No single strand shall have a width or thickness greater than''/:inch. The mulch shall not contain salt, preservatives, glue, resin, tannin, or other compounds in quantities that would be detrimental to plant life. Sawdust or wood chips or shavings will not be acceptable. Products shall be tested according to WSDOT Test Method 125 prior to acceptance. 9-14.4(5) Lime Agriculture lime shall be of standard manufacture, flour grade or in pelletized form, meeting the requirements of ASTM C 602. 9-14.4(6) Gypsum Gypsum shall consist of Calcium Sulfate (CaSO42H2O) in a pelletized or granular form. 100 percent shall pass through a No.8 sieve. 9-14.4(7) Tacker Tackifiers are used as a tie-down for soil, compost, seed, and/or mulch. Tackifier shall contain no growth or germination inhibiting materials, and shall not reduce infiltration rates. Tackifier shall hydrate in water and readily blend with other slurry materials and conform to the requirements in Table 4 Tackifier Test Requirements. The Contractor shall provide test results documenting the tackifier meets the requirements in Table 4 Tackifier Test Requirements. Table 4 Tackifier Test Requirements Properties Test Method Requirements Heavy Metals See Table in Section 9-14.4(2).Test at See Table in Section 9-14.4(2) Solvents manufacturer's recommended Acute Toxicity application rate Viscosity ASTM D 2364. Testing shall be 4000 cps minimum performed by an accredited, independent laboratory Rainier Avenue S(SR 167) Amendments S Grady Way to S 2" St November 2011 Amendments 135 r Amendments to the 2010 Standard Specifications 9-14.4(7)A Organic Tacker Organic tackifier shall be derived from natural plant sources and shall have an MSDS that demonstrates to the satisfaction of the Engineer that the product is not harmful to plants,animals, and aquatic life. 9-14.4(7)6 Synthetic Tacker Synthetic tackifier shall have an MSDS that demonstrates to the satisfaction of the Engineer that the product is not harmful to plants,animals,and aquatic life. 9-14.4(8) Compost Compost products shall be the result of the biological degradation and transformation of organic materials under controlled conditions designed to promote aerobic decomposition. Compost shall be stable with regard to oxygen consumption and carbon dioxide generation. Compost shall be mature with regard to its suitability for serving as a soil amendment or an erosion control BMP as defined below. The compost shall have a moisture content that has no visible free water or dust produced when handling the material. Compost production and quality shall comply with Chapter 173-350 WAC. Compost products shall meet the following physical criteria: 1. Compost material shall be tested in accordance with U.S.Composting Council Testing Methods for the Examination of Compost and Composting (TMECC) 02.02-B, "Sample Sieving for Aggregate Size Classification". Fine compost shall meet the following gradation: Percent Passing Sieve Size Minimum Maximum 2" 100 1" 95 100 5/8" 90 100 1/4" 75 1 100 Maximum particle length of 6 inches. Medium compost shall meet the following gradation: Percent Passing Sieve Size Minimum Maximum 2" 100 1" 95 100 5/8" 90 100 1/4" 70 85 Maximum particle length of 6 inches. IRainier Avenue S(SR 167) Amendments S Grady Way to S 2nd St November 2011 Amendments 136 1 � Amendments to the 2010 Standard Specifications Medium compost shall have a carbon to nitrogen ratio (C:N) between 18:1 and 30:1. The carbon to nitrogen ratio shall be calculated using the dry weight of "Organic Carbon" using TMECC 04.01A divided by the dry weight of"Total N"using TMECC 04.02D. Coarse compost shall meet the following gradation: Percent Passing Sieve Size Minimum Maximum I 3" 100 i" 90 100 3/4" 70 100 1/4" 40 60 Maximum particle length of 6 inches. Coarse Compost shall have a Carbon to Nitrogen ratio(C:N) between 25:1 and 35:1. The Carbon to Nitrogen ratio shall be calculated using the dry weight of "Organic Carbon" using TMECC 04.01A divided by the dry weight of"Total N"using TMECC 04.02D. 2. The pH shall be between 6.0 and 8.5 when tested in accordance with U.S.Composting Council TMECC 04.11-A,"1:5 Slurry pH". 3. Manufactured inert material (plastic, concrete, ceramics, metal, etc.) shall be less than 1.0 percent by weight as determined by U.S.Composting Council TMECC 03.08-A"Classification of Inerts by Sieve Size". 4. Minimum organic matter shall be 40 percent by dry weight basis as determined by U.S. Composting Council TMECC 05.074"Loss-On-Ignition Organic Matter Method(1-01)". 5. Soluble salt contents shall be less than 4.0 mmhos/cm when tested in accordance with U.S. Composting Council TMECC 04.10"Electrical Conductivity". 6. Maturity shall be greater than 80 percent in accordance with U.S. Composting Council TMECC 05.05-A,"Germination and Root Elongation". 7. Stability shall be 7 mg CO2—C/g OM/day or below in accordance with U.S. Composting Council TMECC 05.08-B"Carbon Dioxide Evolution Rate". 8. The compost product shall originate from recycled plant waste as defined in WAC 173-350 as "Type 1 Feedstocks". "Type 2 Feedstocks," and/or "Type 3 Feedstocks". The Contractor shall provide a list of feedstock sources by percentage in the final compost product. 9. The Engineer may evaluate compost for maturity using U.S. Composting Council TMECC 05.08- E "Solvita® Maturity Index". Fine compost shall score a number 6 or above on the Solvita® Compost Maturity Test. Medium and Coarse compost shall score a 5 or above on the Solvita® Compost Maturity Test. I Rainier Avenue S(SR 167) Amendments S Grady Way to S 2""St November 2011 Amendments 137 Amendments to the 2010 Standard Specifications 9-14.4(8)A Compost Submittal Requirements The Contractor shall submit the following information to the Engineer for approval: 1. The Qualified Products List printed page or a Request for Approval of Material(DOT Form 350-071EF). . 2. A copy of the Solid Waste Handling Permit issued to the manufacturer by the Jurisdictional Health Department in accordance with WAC 173-350(Minimum Functional j Standards for Solid Waste Handling). 3. The Contractor shall verify in writing,and provide lab analyses,that the material complies with the processes, testing, and standards specified in WAC 173-350 and these Specifications. An independent Seal of Testing Assurance (STA) Program certified laboratory shall perform the analysis. 4. A copy of the manufacturer's Seal of Testing Assurance(STA)certification as issued by the U.S.Composting Council. 9-14.4(8)6 Compost Acceptance Fourteen days prior to application, the Contractor shall submit a sample of the compost approved for use,and a STA test report dated within 90 calendar days of the application, and the list of feed stocks by volume for each compost type to the Engineer for review. The Contractor shall use only compost that has been tested within 90 calendar days of application and meets the requirements in Section 9-14.4(8). Compost not conforming to the above requirements or taken from a source other than those tested and accepted shall not be used. 9-14.4(9) Vacant 9-14.4(10) Vacant 9-14.5 Erosion Control Devices 9-14.5(1) Polyacrylamide(PAM) PAM is used as a tie-down for soil, compost, or seed, and is also used as a flocculent. Polyacrylamide(PAM) products shall meet ANSI/NSF Standard 60 for drinking water treatment with an AMD content not to exceed 0.05 percent. PAM shall be anionic, linear, and not cross-linked. The minimum average molecular weight shall be greater than 5 mg/mole and minimum 30 percent charge density.The product shall contain at least 80 percent active ingredients and have a moisture content not exceeding 10 percent by weight. PAM shall be delivered in a dry granular or powder form. 9-14.5(2) Erosion Control Blanket Temporary erosion control blanket shall be made of natural plant fibers. The Contractor shall supply independent test results from the National Transportation Product Evaluation Program (NTPEP)meeting the requirements in the following table: Rainier Avenue S(SR 167) Amendments S Grady Way to S 2nd St November 2011 Amendments 138 Amendments to the 2010 Standard Specifications Properties ASTM Test Method Requirements Protecting Slopes D 6459- Test in one soil Maximum C factor of from Rainfall-Induced type.Soil tested shall be 0.15 using Revised Erosion sandy loam as defined by Universal Soil Loss the NRCS Soil Texture Equation (RUSLE) Triangle Dry Weight per Unit D 6475 0.36 lb/sq.yd. Area minimum Performance in D 6460 Test in one soil 1.0 lb/sq.ft. minimum Protecting Earthen type.Soil tested shall be Channels from loam as defined by the Stormwater-Induced NRCS Soil Texture Triangle Erosion Seed Germination D 7322 200 percent minimum Enhancement Netting,if present,shall be biodegradable with a life span not to exceed two years. Permanent erosion control blanket/turf reinforcement mats shall meet the following requirements: Properties ASTM Test Method Requirements UV Stability D 4355 Minimum 80 percent strength retained after 500 hours in a xenon arc device Protecting Slopes D 6459 with 0.12 inch Maximum C factor of 0.15 from Rainfall- average raindrop size.* using Revised Universal Soil Induced Erosion Test in one soil type.Soil Loss Equation(RUSLE) tested shall be loam as defined by the NRCS,Soil Texture Triangle** Dry Weight per D 6566 0.50 lb/sq.yd,minimum Unit Area Performance in D 6460 Test in one soil 2.0 lb/sq.ft. minimum Protecting Earthen type.Soil tested shall be Channels from loam as defined by the Stormwater- NRCS Soil Texture Induced Erosion Triangle** Seed Germination D 7322 200 percent minimum Enhancement 9-14.5(2)A Erosion Control Blanket Approval The Contractor shall select erosion control blanket products that bear the Quality and Data Oversight and Review (QDOR) seal from the Erosion Control and Technology Council (ECTC). All materials selected shall be currently listed on the QDOR products list available at www.ectc.org/qdor Rainier Avenue S(SR 167) Amendments S Grady Way to S 2nd St November 2011 Amendments 139 Amendments to the 2010 Standard Specifications i 9-14.5(3) Clear Plastic Covering Clear plastic covering shall meet the requirements of ASTM D 4397 for polyethylene sheeting having a minimum thickness of 6 mils. 9-14.5(4) Geotextile=Encased Check Dam The geotextile-encased check dam shall be a urethane foam core encased in geotextile material. The minimum length of the unit shall be 7 feet. The foam core shall be a minimum of 8 inches in height, and have a minimum base width of 16 inches. The geotextile material shall overhang the foam by at least 6 inches at each end, and shall have apron type flaps that extend a minimum of 24 inches on each side of the check dam. The geotextile material shall meet the requirements in Section 9-33. 9-14.5(5) Wattles Wattles shall consist of cylinders of biodegradable plant material such as weed-free straw, coir, compost, wood chips, excelsior, or wood fiber or shavings encased within biodegradable netting. Wattles shall be a minimum of 5 inches in diameter. Netting material shall be clean,evenly woven, and free of encrusted concrete or other contaminating materials such as preservatives. Netting material shall be free from cuts, tears, or weak places and shall have a minimum lifespan of 6 months and a maximum lifespan of not more than 24 months. Compost filler shall be coarse compost and shall meet the material requirements as specified in Section 9-14.4(8). If wood chips are used they shall meet the material requirements as specified in Section 9-14.4(3). If wood shavings are used,80 percent of the fibers shall have a minimum length of 6 inches between 0.030 and 0.50 inches wide,and between 0.017 and 0.13 inches thick. Wood stakes for wattles shall be made from untreated Douglas fir, hemlock, or pine species. Wood stakes shall be 2 inch by 2 inch nominal dimension and 36 inches in length. 9-14.5(6) Compost Socks Compost socks shall consist of extra heavy weight biodegradable fabric, with a minimum strand thickness of 5 mils.The fabric shall be filled with'Coarse Compost. Compost socks shall be at least 8 inches in diameter. The fabric shall be clean,evenly woven,and free of encrusted concrete or other contaminating materials and shall be free from cuts,tears, broken or missing yarns, and be free of thin, open,or weak areas and shall be free of any type of preservative. Netting material shall have a minimum lifespan of 6 months and a maximum lifespan of not more than 24 months. Coarse compost filler shall meet the material requirements as specified in Section 9-14.4(8). Wood stakes for compost socks shall be made from untreated Douglas fir, hemlock,or pine species. Wood stakes shall be 2 inch by 2 inch nominal dimension and 36 inches in length, Rainier Avenue S(SR 167) Amendments S Grady Way to S 2nd St November 2011 Amendments 140 Amendments to the 2010 Standard Specifications 9-14.5(7) Coir Log Coir logs shall be made of 100 percent durable coconut (coir) fiber uniformly compacted within woven netting made of bristle coir twine with minimum strength of 80 Ibs tensile strength. The netting shall have nominal 2 inch by 2 inch openings. Log segments shall have a maximum length of 20 feet, with a minimum diameter as shown in the Plans. Logs shall have a minimum density of 7 1 bs/cf. Stakes shall be untreated Douglas fir, hemlock, or pine species. Wood stakes shall have a notch to secure the rope ties.Rope ties shall be of 1/4 inch diameter commercially available hemp rope. 9-14.5(8) High Visibility Fencing High visibility fence shall be UV stabilized, orange, high-density polyethylene or polypropylene mesh,and shall be at least 4-feet in height. Support posts shall be wood or steel in accordance with Standard Plan 1-10.10-00. The posts shall have sufficient strength and durability to support the fence through the life of the project. 9-14.6 Plant Materials 9-14.6(1) Description Bareroot plants are grown in the ground and harvested without soil or growing medium around their roots. Container plants are grown in pots or flats that prevent root growth beyond the sides and bottom of the container. Balled and burlapped plants are grown in the ground and harvested with soil around a core of undisturbed roots. This rootball is wrapped in burlap and tied or placed in a wire basket or other supportive structure. Cuttings are live plant material without a previously developed root system. Source plants for cuttings shall be dormant when cuttings are taken and all cuts shall be made with a sharp instrument. Cuttings may be collected. If cuttings are collected, the requirement to be nursery grown or held in nursery conditions does not apply. Written permission shall be obtained from property owners and provided to the Engineer before cuttings are collected. The Contractor shall collect cuttings in accordance with applicable sensitive area ordinances. Cuttings shall meet the following requirements: A. Live branch cuttings shall have flexible top growth with terminal buds and may have side branches.The rooting end shall be cut at an approximate 45 degree angle. B. Live stake cuttings shall have a straight top cut immediately above a bud. The lower, rooting end shall be cut at an approximate 45 degree angle. Live stakes are cut from one to two year old wood. Live stake cuttings shall be cut and installed with the bark intact with no branches or stems attached,and be Y2 to 1%inch in diameter. Rainier Avenue S(SR 167) Amendments S Grady Way to S 2nd St November 2011 Amendments 141 II Amendments to the 2010 Standard Specifications C. Live pole cuttings shall have a minimum 2 inch diameter and no more than three branches which shall be pruned back to the first bud from the main stem. Rhizomes shall be a prostrate or subterranean stem, usually rooting at the nodes and becoming erect at the apex. Rhizomes shall have a minimum of two growth points.Tubers shall be a thickened and short subterranean branch having numerous buds or eyes. 9-14.6(2) Quality 1 At the time of delivery all plant material furnished shall meet the grades established by the latest edition of the American Standard for Nursery Stock, (ASNS)ANSI Z60.1 and shall conform to the size and acceptable conditions as listed in the Contract,and shall be free of all foreign plant material. All plant material shall comply with State and Federal laws with respect to inspection for plant diseases and insect infestation. All plant material shall be purchased from a nursery licensed to sell plants in Washington State. Live woody or herbaceous plant material, except cuttings, rhizomes, and tubers, shall be vigorous, well formed,with well developed fibrous root systems,free from dead branches,and from damage caused by an absence or an excess of heat or moisture,insects,disease,mechanical or other causes detrimental to good plant development. Evergreen plants shall be well foliated and of good color. Deciduous trees that have solitary leaders shall have only the lateral branches thinned by pruning. All conifer trees shall have only one leader(growing apex) and one terminal bud, and shall not be 1 sheared or shaped.Trees having a damaged or missing leader, multiple leaders, or Y-crotches shall be rejected. Root balls of plant materials shall be solidly held together by a fibrous root system and shall be composed only of the soil in which the plant has been actually growing. Balled and burlapped rootballs shall be securely wrapped with jute burlap or other packing material not injurious to the plant life. Root balls shall be free of weed or foreign plant growth. Plant materials shall be nursery grown stock. Plant material, with the exception of cuttings, gathered from native stands shall be held under nursery conditions for a minimum of one full growing season,shall be free of all foreign plant material,and meet all of the requirements of these Specifications,the Plans,and the Special Provisions. Container grown plants shall be plants transplanted into a container and grown in that container sufficiently long for new fibrous roots to have developed so that the root mass will retain its shape and hold together when removed from the container,without having roots that circle the pot. Plant material which is root bound, as determined by the Engineer, shall be rejected. Container plants shall be free of weed or foreign plant growth. Container sizes for plant material of a larger grade than provided for in the container grown Specifications of the ASNS shall be determined by the volume of the root ball specified in the ASNS for the same size plant material. All bare root plant materials shall have a heavy fibrous root system and be dormant at the time of planting. Rainier Avenue S(SR 167) Amendments S Grady Way to S 2nd St November 2011 Amendments 142 Amendments to the 2010 Standard Specifications Average height to spread proportions and branching shall be in accordance with the applicable sections,illustrations,and accompanying notes of the ASNS. Plants specified or identified as "Street Tree Grade" shall be trees with straight trunks, full and symmetrical branching, central leader, and be developed, grown, and propagated with a full branching crown.A"Street Tree Grade" designation requires the highest grade of nursery shade or ornamental tree production which shall be supplied. Street trees with improperly pruned,broken,or damaged branches,trunk,or root structure shall be rejected. In all cases, whether supplied balled and burlapped or in a container,the root crown (top of root structure)of the tree shall be at the top of the finish soil level.Trees supplied and delivered in a nursery fabric bag will not be accepted. Plants which have been determined by the Engineer to have suffered damage for the following reasons will be rejected: 1. Girdling of the roots,stem,or a major branch. 2. Deformities of the stem or major branches. 3. Lack of symmetry. 4. Dead or defoliated tops or branches. 5. Defects,injury,and condition which renders the plant unsuitable for its intended use. Plants that are grafted shall have roots of the same genus as the specified plant. , 9-14.6(3) Handling and Shipping Handling and shipping shall be done in a manner that is not detrimental to the plants. The nursery shall furnish a notice of shipment in triplicate at the time of shipment of each truck load or other lot of plant material.The original copy shall be delivered to the Project Engineer,the duplicate to the consignee and the triplicate shall accompany the shipment to be furnished to the Inspector at the job site.The notice shall contain the following information: 1. Name of shipper. 2. Date of shipment. 3. Name of commodity. (Including all names as specified in the Contract.) 4. Consignee and delivery point. 5. State Contract number. 6. Point from which shipped. 7. Quantity contained. 8. Size. (Height,runner length,caliper,etc.as required.) 9. Signature of shipper by authorized representative. Rainier Avenue 5(SR 167) Amendments S Grady Way to S 2nd St November 2011 Amendments 143 i Amendments to the 2010 Standard Specifications To acclimate plant materials to Northwest conditions, all plant materials used on a project shall be grown continuously outdoors north of the 42nd Latitude (Oregon-California border)from not later than August 1 of the year prior to the time of planting. All container grown plants shall be handled by the container. All balled and burlapped plants shall be handled by the ball. Plant material shall be packed for shipment in accordance with prevailing practice for the type of plant being shipped, and shall be protected at all times against drying, sun, wind, heat, freezing, and similar detrimental conditions both during shipment and during related handling. Where necessary, plant material shall be temporarily heeled in. When transported in closed vehicles, plants shall receive adequate ventilation to prevent sweating. When transported in open vehicles, plants shall be protected by tarpaulins or other suitable cover material. 9-14.6(4) Tagging Plants delivered as a single unit of 25 or less of the same size, species,and variety, shall be clearly marked and tagged. Plants delivered in large quantities of more than 25 shall be segregated as to variety,grade,and size;and one plant in each 25,or fraction thereof,of each variety,grade,and size shall be tagged. 9-14.6(5) Inspection The Contracting Agency will make an inspection of plant material at the source when requested by the Engineer. However, such preliminary approval shall not be considered as final acceptance for payment. Final inspection and approval (or rejection) will only occur when the plant material has been delivered to the Project site.The Contractor shall notify the Engineer,not less than 48 hours in advance,of plant material delivery to the project. 9-14.6(6) Substitution of Plants No substitution of plant material,species or variety, will be permitted unless evidence is submitted in writing to the Engineer that a specified plant cannot be obtained and has been unobtainable since the Award of the Contract. If substitution is permitted, it can be made only with written approval by the Engineer. The nearest variety, size, and grade, as approved by the Engineer, shall then be furnished. Container or balled and burlapped plant material may be substituted for bare root plant material. Container grown plant material may be substituted for balled and burlapped plant materials.When substitution is allowed, use current ASNS standards to determine the correct rootball volume (container or balled and burlapped) of the substituted material that.corresponds to that of the specified material. These substitutions shall be approved by the Engineer and be at no cost to the Contracting Agency. 9-14.6(7) Temporary Storage Plants stored under temporary conditions prior to installation shall be the responsibility of the Contractor. jRainier Avenue S(SR 167) Amendments S Grady Way to S 2nd St November 2011 Amendments 144 i Amendments to the 2010 Standard Specifications Plants stored on the project shall be protected at all times from extreme weather conditions by insulating the roots, root balls, or containers with sawdust, soil, compost, bark or wood chips, or other approved material and shall be kept moist at all times prior to planting. Cuttings shall continually be shaded and protected from wind. Cuttings shall be protected from drying at all times and shall be heeled into moist soil or other insulating material or placed in water if not installed within eight hours of cutting. Cuttings to be stored for later installation shall be bundled, laid horizontally, and completely buried under 6 inches of water, moist soil or placed in cold storage at a temperature of 34°F and 90 percent humidity.Cuttings that are not planted within 24 hours of cutting shall be soaked in water for 24 hours prior to planting. Cuttings taken when the temperature is higher than 50°F shall not be stored for later use. Cuttings that already have developed roots shall not be used. 9-14.6(8) Sod The available grass mixtures on the current market shall be submitted to the Engineer for selection and approval. The sod shall be field grown one calendar year or older, have a well developed root structure, and be free of all weeds,disease,and insect damage. Prior to cutting, the sod shall be green, in an active and vigorous state of growth, and mowed to a height not exceeding 1 inch. The sod shall be cut with a minimum of linch of soil adhering. 9-14.7 Stakes,Guys,and Wrapping Stakes shall be installed as shown in the Plans. Commercial plant ties may be used in lieu of hose and wire guying upon approval of the Engineer. The minimum size of wire used for guying shall be 12 gauge,soft drawn. Hose for guying shall be nylon, rubber, or reinforced plastic and shall have an inside diameter of at least 1 inch. Tree wrap shall be a crinkled waterproof paper weighing not less than 4.0 pounds per 100 square feet and shall be made up of two sheets cemented together with asphalt. SECTION 9-15,IRRIGATION SYSTEM (WSDOT Amendment January 4,2010) The first paragraph is supplemented with the following: When the water supply for the irrigation system is from a non-potable source, irrigation components shall have lavender indicators supplied by the equipment manufacturer. Rainier Avenue S(SR 167) Amendments j S Grady Way to S 2nd St November 2011 Amendments 145 M Amendments to the 2010 Standard Specifications 9-15.3 Automatic Controllers This section is revised to read: The automatic controller shall be an electronic timing device for automatically opening and closing r control valves for predetermined periods of time. The automatic controller shall be enclosed in a weatherproof, painted, metal housing fabricated from 16 gauge sheet aluminum alloy 6061-T6 or 16 gauge sheet steel or unpainted, non-rusting industrial grade stainless steel. The pedestal shall have a completely removable locking faceplate to allow easy access to wiring. The automatic controller housing shall have hasp and lock or locking device. All locks or locking 1 devices shall be master keyed and three sets of keys provided to the Engineer.The controller shall be compatible with and capable of operating the irrigation system as designed and constructed and shall include the following operating features: 1. Each controller station shall be adjustable for setting to remain open for any desired period of time,from five minutes or less to at least 99 minutes. 2. Adjustments shall be provided whereby any number of days may be omitted and whereby any one or more positions on the controller can be skipped.When adjustments are made, they shall continue automatically within a 14-day cycle until the operator desires to make new adjustments. 3. Controls shall allow any position to be operated manually, both on or off, whenever desired,without disrupting the 14 day cycle. 1 4. Controls shall provide for resetting the start of the irrigation cycle at any time and advancing from one position to another. 5. Controllers shall contain a power on-off switch and fuse assembly. 6. Output shall be 24 volt AC with battery back up for memory retention of the 14 day cycle. 7. Both normally-open or normally-closed rain sensor compatibility. 1 9-15.4 Irrigation Heads I This section is supplemented with the following new paragraph: All instructions, special wrenches, clamps, tools, and equipment supplied by the manufacturer necessary for the installation and maintenance of the irrigation heads shall be turned over to the Engineer upon completion and acceptance of the project. 9-15.5 Valve Boxes and Protective Sleeves This section including title is revised to read: 9-15.5 Valve Boxes Valve boxes shall conform to the Plans and be extendible to obtain the depth required. All manual drain valves and manual control valves shall be installed in valve box with a vandal resistant lid as shown in the Plans. Rainier Avenue S(SR 167) Amendments S Grady Way to S 2nd st November 2011 Amendments 146 Amendments to the 2010 Standard Specifications , 9-15.7(1) Manual Control Valves The third and fourth sentences are revised to read: The Contractor shall furnish three suitable operating keys.Valves shall have removable bonnet and stem assemblies with adjustable packing glands and shall house long acme threaded stems to ensure full opening and closing. 9-15.7(2) Automatic Control Valves In the second paragraph,the first and second sentences are revised to read: Valves shall be of a normally closed design and shall be operated by an electronic solenoid having a , maximum rating of 6.5 watts utilizing 24 volt AC power. Electronic solenoids shall have a stainless steel plunger and be directly attached to the valve bonnets or body with all control parts fully encapsulated. In the fifth sentence of the second paragraph, "electric" is revised to read"electrical'. 9-15.7(3) Automatic Control Valves With Pressure Regulator This section is revised to read: Automatic control valves with pressure regulators shall be similar to automatic control valves described in Section 9-15.7(2) and shall reduce the inlet pressure to a constant pressure regardless of supply fluctuations.The regulator must be fully adjustable. 9-15.8 Quick Coupling Equipment In the first paragraph,the first and second sentences are revised to read: Quick coupler valves shall have a service rating of not less than 125-psi for non-shock cold water. , The body of the valves shall be of cast Copper Alloy No.C84400 Leaded Semi-Red Brass conforming to ASTM B 584. In the fifth sentence of the first paragraph, "will' is revised to read"shall'. 9-15.9 Drain Valves This section is revised to read: Drain valves may be a%-inch or%-inch PVC or metal gate valve manufactured for irrigation systems. Valves shall be designed for underground installation with suitable cross wheel for operation with a standard key, and shall have a service rating of not less than 150-psi non-shock cold water. The Contractor shall furnish three standard operating keys per Contract. Drain valves shall be installed in a valve box with a vandal resistant lid as shown in the Plans. Drain valves on potable water systems shall only be allowed on the downstream side of approved cross connection control devices. Rainier Avenue S(SR 167) Amendments S Grady Way to S 2nd St November 2011 Amendments 147 Amendments to the 2010 Standard Specifications 1 9-15.10 Hose Bibs The first sentence is revised to read: Hose bibs shall be angle type, constructed of bronze or brass, threaded to accommodate a %-inch hose connection,and shall be key operated. 9-15.11 Cross Connection Control Devices This section is revised to read: Atmospheric vacuum breaker assemblies (AVBAs), pressure vacuum breaker assemblies (PVBAs), double check valve assemblies(DCVAs),and reduced pressure backflow devices(RPBDs),shall be of a manufacturer and product model approved for use by the Washington State Department of Health,Olympia,Washington or a Department of Health certified agency. 9-15.12 Check Valves The last sentence is revised to read: Valves shall have angled seats, Buna-N seals and threaded connections, and shall be installed in 8- inch round plastic valve boxes with vandal resistant lids. 9-15.14 Three-Way Valves The last sentence is revised to read: When handles are included as an integral part of the valves, the Contractor shall remove the handles and give them to the Engineer for ultimate distribution to the Maintenance Division. 9-15.15 Flow Control Valves The third sentence is revised to read: 1 Valves shall be factory set to the flows as shown in the Plans. 9-15.17 Electrical Wire and Splices iThis section is revised to read: ' Electrical wire used between the automatic controller and automatic control valves shall be solid or stranded copper, minimum size AWG 14. Insulation shall be Type USE Chemically Cross Linked Polyethylene or Type UF, and shall be listed by a National recognized Testing Laboratory. Each conductor shall be color coded and marked at each end and at all splices with zone or station number identification. Low voltage splices shall be made with a direct bury splice kit using a twist-on wire connector and inserted in a waterproof polypropylene tube filled with a silicone electrical insulating gel, or heat shrinkable insulating tubing. Heat shrinking insulating tubing shall consist of a mastic lined heavy wall polyolefin cable sleeve. Rainier Avenue S(SR 167) Amendments S Grady Way to S 2nd St November 2011 Amendments 148 Amendments to the 2010 Standard Specifications 9-15.18 Detectable Marking Tape The first paragraph is revised to read: , Detectable marking tape shall consist of inert polyethylene plastic that is impervious to all known alkalis,acids,chemical reagents,and solvents likely to be encountered in the soil,with a metallic foil core to provide for the most positive detection and pipeline location. In the second paragraph,the first and second sentences are revised to read: The tape shall be color coded and shall be imprinted continuously over its entire length in permanent black ink indicating the type of line buried below and shall also have the word"Caution" prominently shown. The last paragraph is revised to read: The width of the tape shall be as recommended by the manufacturer based on depth of installation. SECTION 9-16,FENCE AND GUARDRAIL (WSDOT Amendment August 2,2010) 9-16.3(2) Posts and Blocks , This section in its entirety is revised to read: Posts and blocks may be of creosote, pentachlorophenol, waterborne chromate copper arsenate (CCA), ammoniacal copper arsenate (ACA), or ammoniacal copper zinc arsenate (ACZA), treated timber or galvanized steel (galvanized steel posts only —no blocks). Blocks made from alternate materials that meet the NCHRP Report 350 or MASH criteria may be used in accordance with the manufacturer's recommendations.Wood posts and blocks may be surface four sides(S4S)or rough sawn. Posts and blocks shall be of the size, length and type as shown in the Plans and meet the requirements of the below Specifications. Timber posts and blocks shall conform to the grade specified in Section 9-09.2. Timber posts and blocks shall be fabricated as specified in the Plans before being treated. Timber posts and blocks shall be treated by the empty cell process to provide a minimum retention, depending on the treatment used,according to the following: Creosote oil 10.0 lbs. pcf Pentachlorophenol 0.50 lbs. pcf ACA 0.50 lbs. pcf ACZA 0.50 lbs. pcf CCA 0.50 lbs pcf Treatment shall be in accordance with Section 9-09.3. Rainier Avenue 5(SR 167) Amendments �• S Grady Way to S 2nd St November 2011 Amendments 149 Amendments to the 2010 Standard Specifications i Galvanized steel posts, and base plates, where used, shall conform to either ASTM A36 or ASTM A992, and shall be galvanized in accordance with AASHTO M 111. Welding shall conform to Section 6-03.3(25).All fabrication shall be completed prior to galvanizing. Steel posts for weathering steel beam guardrail shall be in accordance with one of the following two methods: 1 Galvanized Powder Coated Steel Posts: These posts shall conform to ASTM A36 or ASTM A992 and galvanized in accordance with AASHTO M 111. Powder Coating Galvanized Surfaces done in accordance with Sections: 6-07.3(11)B, 9-08.2. and 9-08.1(8). Only the top thirty inches on any post length shall be powder coated. 2. Galvanized Weathering Steel Posts: These posts shall conform to ASTM A588 steel and be galvanized in accordance with AASHTO M 111.Thirty inches,on any post length, shall not be galvanized for exposure above ground. SECTION 9-17,FLEXIBLE GUIDE POSTS (WSDOT Amendment January 3,2011) 9-17.4 Pre-approval Item number 3 in the first paragraph is revised to read: 3. In lieu of State Materials Laboratory testing, the Lab will accept the results of pre-approved testing performed by the National Transportation Product Evaluation Program (NTPEP), the manufacturer or other agencies under the following conditions: a. The State Materials Laboratory is informed of the pre-approval testing sufficiently in advance in order to attend and observe. Attendance will be at the discretion of the Materials Laboratory. b. The results of the testing shall be reported in sufficient detail to enable the State Materials Laboratory to evaluate compliance with these Specifications. SECTION 9-22,MONUMENT CASES ' (WSDOT Amendment January 4,2010) 9-22.1 Monument Cases,Covers,and Risers In the first sentence,"Class 306"is revised to read "Class 3513". ' SECTION 9-23,CONCRETE CURING MATERIALS AND ADMIXTURES (WSDOT Amendment August 1,2011) 9-23.1 Sheet Materials for Curing Concrete In the first paragraph, AASHTO M 171 is revised to read ASTM C 171„. Rainier Avenue 5(SR 167) Amendments 5 Grady Way to 5 2 r St November 2011 Amendments 150 Amendments to the 2010 Standard Specifications 9-23.2 Liquid Membrane Forming Concrete Curing Compounds The first paragraph is revised to read: , Liquid membrane-forming compounds for curing concrete shall conform to the requirements of ASTM C 309 Type 1 or 2, Class A or B, except that the water retention when tested in accordance with WSDOT Test Method 814 shall be 2.50 grams for all applications. Section 9-23 is supplemented with the following new sub-sections: 9-23.12 Metakaolin Metakaolin shall conform to the requirements of AASHTO M 295 Class N including optional , chemical requirements as set forth in Table 2 and with a further limitation that the loss on ignition shall be a maximum of 1.5 percent. 9-23.13 Blended Supplementary Cementitious Material Blended Supplementary Cementitious Material(SCM)shall meet the requirements of ASTM C1697. Blended SCMs shall be limited to binary or ternary blends of fly ash, ground granulated blast furnace slag, microsilica fume, and metakaolin. Fly ash shall meet the requirements of Section 9- 23.9. Ground granulated blast furnace slag shall meet the requirements of Section 9-23.10. Microsilica fume shall meet the requirements of Section 9-23.11. Metakaolin shall meet the requirements of Section 9-23.12. The individual SCMs composing the blended SCM shall be individually listed on the WSDOT QPL. 9-23.9 Fly Ash This section is supplemented with the following new sub-section: , 9-23.9(l) Tests and Acceptance ( ) P Fly ash may be accepted by the Engineer based on the Manufacture's Mill Test Report number indicating full conformance to the Specifications. All shipments of the fly ash to the Contractor or concrete supplier shall identify the applicable Mill Test Report Number. The concrete supplier or Contractor shall provide mill test identification on all concrete deliveries. Fly ash producers,importers/distributors,and suppliers that certify fly ash shall participate in the fly ash acceptance program as described in WSDOT Standard Practice QC 4. Each mixing facility or plant utilizing fly ash shall be equipped with a suitable means or device for , obtaining a representative sample of the fly ash. The device shall enable the sample to be readily taken in proximity to the fly ash weigh hopper and from a container or conveyor holding only fly ash. Fly ash may be tested using samples taken at the job site by the Engineer for submission to the State Material's Laboratory for testing. Rainier Avenue 5(SR 167) Amendments S Grady Way to S 2'St November 2011 Amendments 151 Amendments to the 2010 Standard Specifications 9-23.10 Ground Granulated Blast Furnace Slag ' This section is supplemented with the following new sub-section: 9-23.10(1) Tests and Acceptance Ground granulated blast furnace slag may be accepted by the Engineer based on the Manufacture's Mill Test Report number indicating full conformance to the Specifications. All shipments of the ground granulated blast furnace slag to the Contractor or concrete supplier shall identify the applicable Mill Test Report Number. The concrete supplier or Contractor shall provide mill test identification on all concrete deliveries. Ground granulated blast furnace slag producers, importers/distributors, and suppliers that certify ground granulated blast furnace slag shall participate in the ground granulated blast furnace slag acceptance program as described in WSDOT Standard Practice QC 5. Each mixing facility or plant utilizing ground granulated blast furnace slag shall be equipped with a suitable means or device for obtaining a representative sample of the ground granulated blast furnace slag. The device shall enable the sample to be readily taken in proximity to the ground granulated blast furnace slag weigh hopper and from a container or conveyor holding only ground granulated blast furnace slag. Ground granulated blast furnace slag may be tested using samples taken at the job site by the Engineer for submission to the State Material's Laboratory for testing. SECTION 9-29,ILLUMINATION,SIGNAL,ELECTRICAL (WSDOT Amendment August 1,2011) In this division,all references to"hot dipped"are revised to read"hot-dip". In this division,Section"9-29.1(4)B"is revised to read"9-29.1(4)C'. 9-29.1(4) Non-Metallic Conduit ' This section is supplemented with the following new sub-section: 9-29.1(4)B Expansion Fittings Expansion fittings for use with PVC shall allow for flinches of movement minimum(2-inches in each direction). Expansion fittings for PVC conduit shall be PVC and have threaded terminal adaptor or ' coupling end and shall meet the requirements listed in Section 9-29.1(4)A. 9-29.1(4)A Rigid PVC Conduit The first sentence in the first paragraph is revised to read: Rigid PVC conduit shall conform to NEMA TC 2 and UL 651. Rainier Avenue S(SR 167) Amendments S Grady Way to S 2nd St November 2011 Amendments 152 I Amendments to the 2010 Standard Specifications 9-29.1(4)C HDPE Conduit The first paragraph is revised to read: , HDPE conduit shall be listed by a Nationally Recognized Testing Laboratory recognized by the United States Department of Labor, Occupational Safety & Health Administration Nationally Recognized Testing Laboratories (NRTLs) program. Couplings for HDPE shall be mechanical and listed for use with HDPE. 9-29.2(1)A Standard Duty Junction Boxes The first paragraph below the title"Concrete Junction Boxes"is supplemented with the following: All Standard Duty Concrete Junction Boxes placed in sidewalks,walkways and shared use paths shall have slip resistant surfaces. Non-slip lids and frames shall be hot-dip galvanized. The second sentence in the second paragraph below the title "Concrete Junction Boxes" is revised to read: The frame shall be anchored to the box by welding headed studs%inch x 3 inches long,as specified N in Section 9-06.15,to the frame. The first sentence in the second paragraph below the title "Non-Concrete Junction Boxes" is revised to read: Type 1, 2, and 8 non-concrete junction boxes shall have a Design Load of 22,500 lbs. and shall be ' tested in accordance with 9-29.2(1)C. In the second paragraph below the title "Non-Concrete Junction Boxes", "hex-head" is revised to read 1 "penta-head". 9-29.2(2)A Standard Duty Cable Vaults and Pull Boxes The second sentence in the second paragraph is revised to read: The frame shall be anchored to the vault/box by welding headed studs 3/8 inch X 3 inches long, as specified in Section 9-06.15,to the frame. This section is supplemented with the following new paragraph: I� All Standard Duty Cable Vaults and Pull Boxes placed in sidewalks, walkways and shared use paths shall have slip resistant surfaces. The Standard Duty Cable Vaults and Pull Boxes steel frame, lid support and lid shall be hot-dip galvanized. 9-29.3(2)B Multi-Conductor Cable This section is revised to read: Rainier Avenue S(SR 167) Amendments S Grady Way to S 2nd St November 2011 Amendments 153 Amendments to the 2010 Standard Specifications Two-conductor through 10-conductor unshielded signal control cable shall have stranded copper conductor and shall conform to International Municipal Signal Association (IMSA) signal cable Specification 20-1. ' 9-29.3(2)E Two-Conductor Shielded This section is revised to read: Two conductor shielded (2CS) cable shall have stranded 14 AWG (minimum) conductors and shall conform to IMSA Specification No.50-2. 9-29.3(2)F Detector Loop Wire This section is revised to read: Detector loop wire shall be 12 or 14 AWG stranded copper wire,IMSA 51-3. ' 9-29.3(2)G Four-Conductor Shielded Cable The first sentence is revised to read: Four-conductor shielded cable (4CS)shall consist of a cable with four stranded 18 AWG conductors with polypropylene insulation, an aluminized polyester shield,water-blocking material in the cable interstices,and a 26-mil minimum outer jacket of polyethylene. 9-29.4 Messenger Cable,Fittings This section is supplemented with the following: Messenger cable shall be%-inch, 7-wire strand messenger cables conforming to ASTM A 475,extra- high-strength grade,15,400 pounds minimum breaking strength,Class A galvanized. Strain insulators shall be wet process, porcelain, conforming to EEI-NEMA Class 54-2 standards for 12,000 pound ultimate strength. ' Down guy assembly shall consist of an eight-way steel expanding anchor, having a minimum area of 300 square inches, made of pressed steel, coated with asphalt or similar preservative, and fitted with a %-inch minimum guy eye anchor rod 8-feet long. As an alternate to expanding anchors, screw type anchors with two 8-inch helix,3%-inch-pitch, 1-inch by 7 foot guy anchor rod, and rated for 7,000 pound maximum torque may be installed. I All pole hardware, bolts, plate rods, hangers,clips, wire guards,and pole bands shall be hot-dipped galvanized in conformance with the requirements of AASHTO M 232. ' 9-29.6(5) Foundation Hardware The first paragraph is revised to read: Anchor bolts for Type PPB, PS, I, FB, and RM signal standards shall conform to the requirements of ASTM F1554,grade 55. Nuts shall meet the requirements of AASHTO M 291,grade A.Washers shall meet the requirements of ASTM F 844 or ASTM F 436. ' Rainier Avenue S(SR 167) Amendments S Grady Way to S 2nd St November 2011 Amendments 154 Amendments to the 2010 Standard Specifications i 9-29.7 Luminaire Fusing and Electrical Connections at Light Standard Bases,Cantilever Bases and Sign Bridge Bases The content of this section is revised and moved to the following new sub-sections: 9-29.7(1) Unfused Quick-Disconnect Unfused quick-disconnect connector kits shall conform to the following requirements: 1. The copper pin and copper receptacle shall be a crimped type of connection or a stainless steel set screw and lug connection to the cable. The receptacle shall establish contact pressure with the pin through the use of a tinned copper or copper beryllium sleeve spring and shall be equipped with a disposable mounting pin.The receptacle shall be fully annealed. Both the copper pin and receptacle shall have a centrally located recessed locking area adapted to be complementarily filled and retained by the rubber housing. 2. The plug and receptacle housing shall be made of water resistant synthetic rubber which is capable of burial in the ground or installation in sunlight. Each housing shall provide a section to form a water-seal around the cable, have an interior arrangement to suitably and complementarily receive and retain the copper pin or receptacle, and a section to provide a water-seal between the two housings at the point of disconnection. 3. The kit shall provide waterproof in-line connector protection with three cutoff sections on , both the line and load side to accommodate various wire sizes.All connections shall be as described in item"1"above. Upon disconnect,the connector shall remain in the load side of the kit. ' 9-29.7(2) Fused Quick-Disconnect Fused quick-disconnect kits shall provide waterproof in-line fuse protection. The kit shall provide , three cutoff sections on both lines and load side to accommodate- various wire sizes. All connections shall be as described in item "1" above. Upon disconnect,the fuse shall remain in the load side of the kit. ' Fuses furnished for all lighting circuits shall be capable of handling the operating voltage of the circuit involved and shall have the following characteristics: 1. Fuses shall be capable of indefinitely supporting 110 percent of the rated load. 2. Fuses shall be capable of supporting 135 percent of the rated load for approximately 1 hour. 3. A load of 200 percent of rated load shall effectively cause instantaneous blowing of the fuse. 4. Fuses shall be rated as listed below and shall be sized to fit the fuse containers furnished on this project,according to the manufacturer's recommendations therefore. 5. Fuses shall be listed by a nationally recognized testing laboratory. Luminaire Service Voltage ' Size 480V 240V 120V 1,000W 10A 15A 30A Rainier Avenue S(SR 167) Amendments i S Grady Way to S 2nd St November 2011 Amendments 155 i Amendments to the 2010 Standard Specifications 750W 5A 10A 20A ' 70OW SA l0A 20A 40OW 5A 10A 15A 31OW SA SA l0A 250W 5A SA 10A 20OW 4A 5A 10A 175W 4A 5A 10A 15OW 3A 4A SA 10OW 2A 3A 4A 70W 2A 2A 2A SOW 2A 2A 2A 9-29.9 Ballast,Transformers This sections content is deleted and replaced with: Heat-generating components shall be mounted to use the portion of the luminaire upon which they are mounted as a heat sink. Capacitors shall be located as far as practicable from heat-generating components or shall be thermally shielded to limit the fixture temperature to 160°F. ' Transformers and inductors shall be resin-impregnated for protection against moisture. Capacitors, except those in starting aids,shall be metal cased and hermetically sealed. ' No capacitor, transformer, or other device shall employ the class of compounds identified as polychlorinated biphenyls(PCB)as dielectric, coolants,or for any other purpose. This section is supplemented with the following new sub-sections: 9-29.9(1) Ballast Each ballast shall have a name plate attached permanently to the case listing all electrical data. ' A Manufacturer's Certificate of Compliance in accordance with Section 1-06.3 meeting the manufacturers and these Specification requirements, shall be submitted by the Contractor with each type of luminaire ballast. Ballasts shall be designed for continuous operation at ambient air temperatures from 20°F without reduction in ballast life. Ballasts shall have a design life of not less than 100,000 hours. Ballasts shall be designed to operate for at least 180 cycles of 12 hours on and 12 hours off,with the lamp circuit in an open or short-circuited condition and without measurable reduction in the operating requirements.All ballasts shall be high power factor(90%). ' Ballasts shall be tested in accordance with the requirements of current ANSI C 82.6, Methods of Measurement of High-Intensity-Discharge Lamp Ballasts. Starting aids for ballasts of a given lamp wattage shall be interchangeable between ballasts of the same wattage and manufacturer without adjustment. Rainier Avenue S(SR 167) Amendments S Grady Way to S 2nd St November 2011 Amendments 156 Amendments to the 2010 Standard Specifications f Ballast assemblies shall consist of separate components, each of which shall be capable of being easily replaced. A starting aid will be considered as a single component. Each component shall be ' provided with screw terminals, NEMA tab connectors or a single multi-circuit connector. All conductor terminals shall be identified as to the component terminal to which they connect. Ballasts for high-pressure sodium lamps shall have a ballast characteristic curve which will intersect , both of the lamp-voltage limit lines between the wattage limit lines and remain between the wattage limit lines throughout the full range of lamp voltage. This requirement shall be met not only at the rated input voltage of the ballast, but also the lowest and highest input voltage for which the ballast is rated.Throughout the lifetime of the lamp,the ballast curve shall fall within the specified limits of lamp voltage and wattage. All luminaires ballasts shall be located within the luminaire housing. The only exception shall be ballasts to be mounted on lowering assemblies and shall be external to,and attached to the fixture assembly. ' Ballast Characteristics for High Pressure Sodium(HPS)and Metal Halide(MH)Sources shall be: Source Line Volt. Lamp Ballast Type Input Lamp Wattage Wattage Voltage Variation Variation HPS any 70 400 Mag. Reg. Lag 10% 18% HPS any 750 1000 Auto Reg.Lead 10% 3096 CWA , MH any 175 400 Mag. Reg. Lag 10•/0 18% MH any 1000 Auto Reg.Lead 10501 300% , CWA 9-29.9(2) Transformers , I The transformers to be furnished shall be indoor/outdoor dry type transformers rated as shown in the Plans. The transformer coils, buss bar, and all connections shall be copper. Transformers, 7.5 ' KVA and larger shall be supplied with two full capacity taps, one at 5% and one at 10% below the normal full capacity. 9-29.10 Luminaires i This section is revised to read: All luminaires shall have their components secured to the luminaire frame with ANSI, 300 series chrome-nickel grade stainless steel,zinc dichromate coated steel or ceramic coated steel hardware. The luminaire slip-fitter bolts shall be either stainless steel, hot-dip galvanized steel, zinc dichromate coated steel, or ceramic coated steel. All internal luminaire assemblies shall be assembled on or fabricated from either stainless steel or galvanized steel. The housing, complete with integral ballast,shall be weathertight. , I Rainier Avenue S(SR 167) Amendments ' S Grady Way to S 2nd St November 2011 Amendments 157 Amendments to the 2010 Standard Specifications The temperature rating of all wiring internal to the luminaire housing, excluding the pole and bracket cable,shall equal or exceed 200°F. All luminaires shall be provided with markers for positive identification of light source type and ' wattage. Markers shall be 3-inches square with Gothic bold, black 2-inch legend on colored background. Background color shall be gold for high pressure sodium,and red for metal halide light sources. Legends shall be sealed with transparent film resistant to dust, weather, and ultraviolet ' exposure. Legends shall correspond to the following code: ' Lamp Wattage Legend 70 7 100 10 150 15 175 17 200 20 250 25 310 31 400 40 700 70 750 75 1,000 XI ' 9-29.10(1) Cobra Head Luminaires This sections content including title is revised to read: 9-29.10(1) Conventional Roadway Luminaires A. Conventional highway luminaires shall be IES Type III medium distribution cut off cobra head configuration with horizontal lamp,rated at 24,000 hours minimum. B. The ballast shall be mounted on a separate exterior door, which shall be hinged to the ' luminaire and secured in the closed position to the luminaire housing by means of an automatic type of latch (a combination hex/slot stainless steel screw fastener may supplement the automatic type latch). ' C. The reflector of all luminaires shall be of a snap-in design or be secured with screws. The reflector shall be manufactured of polished aluminum or molded from prismatically formed borosilicate glass. The refractor or lens shall be mounted in a doorframe assembly which shall be hinged to the luminaire and secured in the closed position to the luminaire by means of automatic latch. The refractor or lens and doorframe assembly, when closed, shall exert pressure against a gasket seat. The-refractor lens shall not allow any light output above 90 ' degrees nadir. Gaskets shall be composed of material capable of withstanding temperatures involved and shall be securely held in place. D. Each housing shall be provided with a four bolt slipfitter capable of mounting on a 2-inch pipe tenon and capable of being adjusted within 5 degrees from the axis of the tenon.The clamping Rainier Avenue 5(SR 167) Amendments S Grady Way to S 2nd St November 2011 Amendments 158 Amendments to the 2010 Standard Specifications bracket(s) and the cap screws of the slipfitter shall not bottom out on the housing bosses when adjusted within the±5 degree range. ' No part of the slipfitter mounting brackets on the luminaires shall develop a permanent set in excess of 0.2-inch when the cap screws used for mounting are tightened to a torque of 32 pounds ' feet. E. Refractors shall be formed from heat resistant, high impact,molded borosilicate glass. Flat lens shall be formed from heat resistant, high impact borosilicate or tempered glass. ' F. High pressure sodium conventional roadway luminaires shall be capable of accepting a 150, 200,250,310,or 400 watt lamp complete with ballast. G. Housings shall be fabricated from aluminum. Painted housings shall be painted flat gray, , Federal Standard 595 color chip No. 26280. Housings that are painted shall withstand a 1,000- hour salt spray test as specified in ASTM B 117. ' H. All luminaires to be mounted on horizontal mast arms shall be capable of withstanding cyclic loading in: 1. A vertical plane at a minimum peak acceleration level of 3.0 g's peak-to-peak sinusoidal loading (same as 1.5 g's peak) with the internal ballast removed, for a minimum of 2 million cycles without failure of any luminaire parts,and; 2. A horizontal plane perpendicular to the direction of the mast arm at a minimum peak ' acceleration level of 1.5 g's peak to peak sinusoidal loading (same as 0.75 g's peak) with the internal ballast installed, for a minimum of 2 million cycles without failure of any ' luminaire parts. 1. All luminaires shall have leveling reference points for both transverse and longitudinal adjustment. Luminaires shall have slip-fitters capable of adjusting through a 5-degree axis for the required leveling procedure. 9-29.10(2) Decorative Luminaires ' In the first paragraph, ,150-400 is revised to read 50-400 11. In the second paragraph,"box shaped" is deleted. , In the third paragraph,the first sentence is deleted.The second sentence is revised to read: The ballast housing shall be adequately constructed to contain ballasts for 50 -400 watt alternate , high intensity discharge sources. The fourth paragraph is revised to read: ' Each housing shall consist of an integral reflector,containing a mogul based high intensity discharge lamp,and a one piece heat and shock resistant,clear tempered lens mounted in a gasketed, hinged , frame.The reflector shall be a snap-in design or secured with screws.The reflector assembly shall have a lamp vibration damper. The reflector shall be manufactured of polished aluminum or molded from prismatically formed borosilicate glass. The housing shall have a heat resistant finish. Rainier Avenue S(SR 167) Amendments ' S Grady Way to S 2nd St November 2011 Amendments 159 ' Amendments to the 2010 Standard Specifications The lens frame shall be secured to the housing with ANSI, 300 series chrome-nickel grade stainless steel,zinc dichromate coated steel or ceramic coated steel hardware. The last sentence in the fifth paragraph is deleted. ' The sixth paragraph is deleted. The seventh paragraph is revised to read: The finish shall meet the requirements of ASTM B 117 with the exception that the finish shall be salt spray resistant after 300 hours exposure. The first sentence in the eighth paragraph is deleted. 9-29.10(3) High Mast Luminaires and Post Top Luminaires This sections content including title is deleted and replaced with: 9-29.10(3) Vacant 9-29.10(5) Sign Lighting Luminaires This section is revised to read: Sign lighting luminaires shall be the Induction Bulb type. 9-29.10(5)A Sign Lighting Luminaires-Mercury Vapor This section including title is revised to read: 9-29.10(5)A Sign Lighting Luminaires—Isolation Switch The isolation switch shall be installed in a terminal cabinet in accordance with Section 9-29.25 with the exception that the cabinet shall be NEMA 311 and stainless steel.The terminal cabinet shall be installed in accordance to the Standard Plans.The switch shall be either single pole,single throw,or double pole single throw as necessary to open all conductors to the luminaires other than neutral and ground conductors. The switch shall contain 600 volt alternating current (VAC) terminal strips on the load side with solderless lugs as required for each load carrying conductor plus four spare lugs per strip. ' 9-29.10(5)B Sign Lighting Fixtures-Induction The first sentence is revised to read: Sign lighting luminaires shall have a cast aluminum housing and door assembly with a polyester paint finish. ' In the second sentence of the sixth paragraph, "87"is revised to read"85". In the last sentence of the sixth paragraph,"Class a" is revised to read"Class A". Rainier Avenue S(SR 167) Amendments 5 Grady Way to S 2 St November 2011 Amendments 160 Amendments to the 2010 Standard Specifications ' 'The first sentence of the last paragraph is revised to read: A Manufacturer's Certificate of Compliance, conforming to Section 1-06.3 "Manufacturer's ' Certificates of Compliance" and a copy of the high frequency generator test methods and results shall be submitted by the manufacturer with each lot of sign lighting fixtures. 9-29.12 Electrical Splice Materials This section is revised to read: , Circuit splicing materials shall meet the following specifications. 9-29.12(1) Illumination Circuit Splices This section is revised to read: Illumination circuit splices shall be split bolt vice type connectors or solderless crimped connections to securely join the wires both mechanically and electrically as defined in Section 8-20.3(8). This section is supplemented with the following new sub-sections: 9-29.12(1)A Heat Shrink Splice Enclosure , Heat shrink insulating materials shall be the moisture blocking mastic type meeting Mil Spec 1 230053 ' 9-29.12(1)B Molded Splice Enclosure Epoxy resin cast type insulation shall employ a clear rigid plastic mold or a clear mylar sheet bonded ' to butyrate webbing forming a flexible mold. The material used shall be compatible with the insulation material of the insulated conductor or cable. The component materials of the resin insulation shall be packaged ready for convenient mixing without removing from the package. ' 9-29.12(2) Traffic Signal Splice Material This section is revised to read: Induction loop splices and magnetometer splices shall include an uninsulated barrel type crimped , connector capable of being soldered. The insulating material shall be a heat shrink type meeting requirements of Section 9-29.12(1)A,an epoxy resin cast type with clear rigid plastic mold meeting the requirements of Section 9-29.12(1)B,or a re-enterable type with silicone type filling compound that remains flexible and enclosed in a re-enterable rigid mold that snaps together. 9-29.15 Flashing Beacon Control In the first paragraph,the first word"Flashers" is revised to read "Line voltage flashers". 9-29.16 Vehicular Signal Heads , This sections title is revised to read: Rainier Avenue S(SR 167) Amendments ' S Grady Way to S 2nd St November 2011 Amendments 161 Amendments to the 2010 Standard Specifications 9-29.16 Vehicular Signal Heads,Displays and Housing ' The first sentence is revised to read: ' Each signal head shall be of the adjustable, vertical type with the number and type of displays detailed in the Contract; shall provide an indication in one direction only; shall be adjustable through 360 degrees about a vertical axis; and shall be mounted at the location and in the manner shown in the Plans. ' This following new paragraph is inserted after the first paragraph: Back plates shall be constructed of 5-inch wide .050-inch thick corrosion resistant flat black finish, louvered aluminum or polycarbonate attached with stainless steel hardware. A 1-inch wide strip of yellow retro reflective, type IV prismatic sheeting, in accordance with Section 9-28.12, shall be applied around the perimeter of each backplate. 9-29.16(1) Optically Programmed,Adjustable Face,124nch Traffic Signal This section including title is revised to read: 9-29.16(1) Optically Programmed Adjustable Face,and Programmable,Array 12-inch Traffic ' Signal The signal shall permit the visibility zone of the indication to be determined optically and require no ' hoods or louvers.The projected indication may be selectively visible or veiled anywhere within the optical axis. No indication shall result from external illumination,nor shall one light unit illuminate a second.The display shall operate from 85 VAC to 130 VAC. ' 9-29.16(1)A Optical Systems The following new title is inserted above the first paragraph: 9-29.16(1)Al Conventional Optical System ' This section is supplemented with the following new sub-section: 9-29.16(1)A2 LED Programmable Array ' 1. LED array with programmable visibility from a portable hand held device from ground level, 2. Lens shall be clear,unless color lenses specified. ' The LED array shall be 22 watt maximum and shall operate directly from 120 volt AC. The LED array shall provide an accessible imaging surface at focus on the optical axis for objects 900 to 1,200-feet distant, and permit an effective veiling mask to be variously applied as determined by the desired visibility zone., ' The optical system shall accommodate projection of diverse,selected indicia to separate portions of the roadway such that only one indication will be simultaneously apparent to any viewer after Rainier Avenue S(SR 167) Amendments S Grady Way to S 2nd St November 2011 Amendments 162 Amendments to the 2010 Standard Specifications optically limiting procedures have been accomplished.The projected indication shall conform to ITE transmittance and chromaticity standards. ' 9-29.16(1)6 Construction The title for this section is revised to read: , 9-29.16(1)6 Housing Construction The fourth paragraph is deleted. ' 9-29.16(1)D Electrical , The title for this section is revised to read: 9-29.16(1)D Housing Electrical ' The following new title is inserted above the first paragraph: 9-29.16(1)Dl Electrical Conventional ' This section is supplemented with the following new sub-section: ' 9-29.16(1)D2 Electrical LED The LED array shall be accessible from the front of the housing. Each multi section assembly shall , include a terminal block for clip or screw attachment of lead wires. 9-29.16(1)E Photo Controls ' The following new title is inserted above the first paragraph: 9-29.16(1)El Conventional Photo Controls ' This section is supplemented with the following new sub-section: 9-29.16(1)E2 LED Photo Controls Each signal section shall include integral means for automatically regulating the display intensity for day and night operation. 9-29.16(2)A Optical Units , This section is revised to read as follows: Light Emitting Diode (LED) light sources are required for all displays. The Contractor shall provide test results from a Nationally Recognized Testing Laboratory documenting that the LED display conforms to the current ITE Specification for; Vehicle Traffic Control Signal Heads, Light Emitting ' Diode Circular Signal Supplement VTCSH ST-052 or Vehicle Traffic Signal Heads, Light Emitting Diode Vehicle Arrow Traffic Signal Supplement ITE VTSCH ST-054,and the following requirements: Rainier Avenue S(SR 167) Amendments ' S Grady Way to S 2nd St November 2011 Amendments 163 Amendments to the 2010 Standard Specifications 1. The LED traffic signal module shall be operationally compatible with controllers and ' conflict monitors on this project and the LED lamp unit shall contain a disconnect that will show an open switch to the conflict monitor when less than 60% of the LEDs in the unit are operational. ' 2. LED shall have a 50 degree min.viewing angle. 3. Wattage (Maximum): 12-inch red, yellow and green ball displays - 25 W 12-inch red, ' yellow and green arrow displays-15W 8-inch red,yellow and green ball displays-15W 4. Voltage:The operation voltages shall be between 85 VAC and 130VAC. 5. The LED display shall be a module type and shall replace the lens, socket, bail, reflector ' and be directly connected to the terminal strip in the signal head. 6. Label: Each optical unit shall be listed by and bear the label of a nationally recognized testing laboratory. In addition, the manufacturer's name, trademark, serial number and other necessary identification shall be permanently marked on the backside of the LED signal module and the installation date shall be indicated on a separate label with an indelible ink marker. 9-29.16(2)B Signal Housing The first sentence in the first paragraph is revised to read: The signal head housing,or case,shall consist of an assembly of separate sections,expandable type ' for vertical mounting,substantially secured together in a weather tight manner. In the third paragraph"may"is revised to read"shall". ' 9-29.16(2)D Back Plates This section's content including title is deleted and replaced with: 9-29.16(2)D Vacant 9-29.16(2)E Painting Signal Heads In the first sentence"Federal Standard 5956"is revised to read"Federal Standard 595-14056". ' 9-29.16(3) Polycarbonate Traffic Signal Heads This section is supplemented with the following paragraph: Polycarbonate employed in traffic signal fabrication shall tolerate an elongation prior to break in excess of 90 percent. The green color shall be molded throughout the head assembly. The optical ' system shall be Light Emitting Diodes as defined in 9-29.16(2)A. The entire optical system shall be sealed by a single neoprene gasket. The signal head shall be formed to be used with standard signal head mounting accessories as shown in 9-29.17. All hinge pins, latch assemblies and reflector ' assemblies shall conform to 9-29.16(2)9. Rainier Avenue S(SR 167) Amendments S Grady Way to S 2°d St November 2011 j Amendments 164 Amendments to the 2010 Standard Specifications 9-29.16(3)A 8-inch Polycarbonate Traffic Signal Heads This section and title are deleted. , 9-29.16(3)B 12-inch Polycarbonate Traffic Signal Heads ' This section and title are deleted. Section 9-29.16 is supplemented with the following new sub-section: ' 9-29.16(4) Traffic Signal Cover The covers shall be manufactured from a durable fabric material, black in color with a mesh front , and designed to fit the signal head configuration properly. The covers shall have an attachment method that will hold the cover securely to the signal in heavy wind. The covers shall be provided ' with a drain to expel any accumulated water. 9-29.18 Vehicle Detector , The first paragraph is revised to read: Induction loop detectors and magnetometer detectors shall comply with current NEMA Specifications when installed with NEMA control assemblies and shall comply with the current California Department of Transportation document entitled "Transportation Electrical Equipment Specifications," specified in Section 9-29.13(7) when installed with Type 170, Type 2070 or NEMA control assemblies. I 9-29.19 Pedestrian Push Buttons , This section is revised to read: I Where noted in the Contract, pedestrian push buttons of tamper-resistant construction shall be ' furnished and installed.They shall consist of a 2-inch nominal diameter plunger.The switch shall be a three bladed beryllium copper spring rated at 10 amperes, 125 volts. The pedestrian push-button assembly shall be constructed and mounted as detailed in the Contract. 9-29.25 Amplifier,Transformer,and Terminal Cabinets , The first sentence in the first paragraph is revised to read: Amplifier and terminal cabinets shall conform to NEMA 4 requirements.Transformer cabinets shall ' be NEMA 3R. Item number 3 in the first paragraph is revised to read: ' 3. Cabinet doors shall have a stainless steel piano hinge or shall meet the requirements for the ' alternate hinge detailed for type B modified service cabinets. Doors less than 3 feet in height shall have two hinges. Doors from 3 feet to 4 feet 8 inches in height shall have 3 hinges. Rainier Avenue S(SR 167) Amendments ' S Grady Way to S 2nd St November 2011 Amendments 165 Amendments to the 2010 Standard Specifications Spacing of hinges for doors greater than 4 feet 8 inches in height shall not exceed 14 inches center to center. The door shall also be provided with a three point latch and a spring loaded construction core lock capable of accepting a Best six pin CX series core. The locking mechanism shall provide a tapered bolt. The Contractor shall supply construction cores with ' two master keys. The keys shall be delivered to the Engineer. Three point latches are not required for terminal cabinets. ' SECTION 9-30,WATER DISTRIBUTION MATERIALS (WSDOT Amendment January 4,2010) ' 9-30.1(1) Ductile Iron Pipe In the first paragraph,number 1.and 2.are revised to read: 1. Ductile iron pipe shall meet the requirements of AWWA C151. Ductile iron pipe shall have a cement mortar lining, and a 1 mil thick seal coat meeting the requirements of AWWA C104. Ductile iron pipe to be joined using bolted flanged joints shall be Special Thickness Class 53.All other ductile iron pipe shall be Special Thickness Class 50, minimum Pressure Class 350,or the class indicated on the Plans or in the Special Provisions. 2. Nonrestrained joints shall be either rubber gasket type, push on type, or mechanical type ' meeting the requirements of AWWA C111. 9-30.1(2) Polyethylene Encasement ' This section is revised to read: ' Polyethylene encasement shall be tube-form, high density cross-laminated polyethylene film, or linear low density polyethylene film,meeting the requirements of ANSI/AWWA C105. Color shall be natural or black. SECTION 9-31,ELASTOMERIC BEARING PADS (WSDOT Amendment January 3,2011) 9-31.1 Requirements This section is revised to read: Elastomeric bearing pads shall conform to the requirements of AASHTO M 251, unless otherwise specified in the Plans or Special Provisions. The elastomer shall be low temperature Grade 3 and not contain any form of wax. Unless otherwise specified in the Plans or Special Provisions, the elastomer shall have a shear modulus of elasticity of 165 psi at 73F. All bearing pads with steel laminates shall be cast as units in separate molds and bonded and vulcanized under heat and pressure. Corners and edges of molded pads may be rounded at the option of the Contractor. Radius at corners shall not exceed 3/8-inch, and radius of edges shall not exceed 1/8-inch. Bearing pads shall be fabricated to meet the tolerances specified in either AASHTO M 251 or the Special Provisions,as applicable. Rainier Avenue 5(SR 167) Amendments 5 Grady Way to S 2nd St November 2011 Amendments 166 Amendments to the 2010 Standard Specifications Shims contained in laminated bearing pads shall be mill rolled steel sheets not less than 20 gage in thickness with a minimum cover of elastomer on all edges of: 1/4-inch for pads less than or equal to 5-inches thick,and 1/2-inch for pads greater than 5-inches thick. , Steel shims shall conform to ASTM A 1011, Grade 36, unless otherwise noted. All shim edges shall be ground or otherwise treated so that no sharp edges remain. ' SECTION 9-32,MAILBOX SUPPORT (WSDOT Amendment April 4,2011) , 9-32.2 Bracket,Platform,and Anti-Twist Plate This section is revised to read: ' The bracket, platform,and anti-twist plate shall be 16 gage sheet steel,conforming to ASTM A1011 or ASTM A1008. SECTION 9-33,CONSTRUCTION GEOSYNTHETIC , (WSDOT Amendment April 5,2010) 9-33.4(3) Acceptance Samples , The third paragraph is revised to read: Samples from the geosynthetic roll will be taken to confirm the material meets the property values specified. Samples will be randomly taken at the job site by the Contractor in accordance with WSDOT T 914 in the presence of the Project Engineer. , The first sentence in the sixth paragraph is revised to read: For each geosynthetic roll that is tested and fails the Project Engineer will select two additional rolls ' from the same lot for sampling and retesting. The Contractor shall sample the rolls in accordance with WSDOT T 914 in the presence of the Project Engineer. , SECTION 9-34,PAVEMENT MARKING MATERIAL (WSDOT Amendment January 3,2011) ' 9-34.1 General The item 'High VOC Solvent Based Paint' is deleted. ' Rainier Avenue S(SR 167) Amendments , S Grady Way to S 2nd St November 2011 Amendments 167 III ' Amendments to the 2010 Standard Specifications 9-34.2 Paint ' In the first paragraph,the first sentence is revised to read: White and yellow paint shall comply with the Specifications for low VOC solvent based paint or low VOC waterborne paint. 9-34.2(1) High VOC Solvent Based Paint This section is including title is revised to read: 9-34.2(1) Vacant SECTION 9-35,TEMPORARY TRAFFIC CONTROL MATERIALS (WSDOT Amendment January 4,2010) 9-35.0 General Requirements ' In the first paragraph, the item "Truck Mounted Attenuator" is revised to read "Transportable Attenuator". ' In the second paragraph,the third sentence is revised to read: Unless otherwise noted, Requests for Approval of Material (RAM)and Qualified Products List(QPL) ' submittals are not required. 9-35.12 Truck-Mounted Attenuator ' This section including title is revised to read: 9-35.12 Transportable Attenuator Transportable attenuators are Truck-Mounted Attenuators (TMA) or Trailer-Mounted Attenuators ' (TMA-trailer). The transportable attenuator shall be mounted on,or attached to a host vehicle with a minimum weight of 15,000 pounds and a maximum weight in accordance with the manufacturer's recommendations. Ballast used to obtain the minimum weight requirement, or any other object that is placed on the vehicle shall be securely anchored such that it will be retained on the vehicle ' during an impact. The Contractor shall provide certification that the transportable attenuator complies with NCHRP 350 Test level 3 requirements. Lighter host vehicles proposed by the Contractor are subject to the approval of the Engineer. The Contractor shall provide the Engineer ' with roll-ahead distance calculations and crash test reports illustrating that the proposed host vehicle is appropriate for the attenuator and the site conditions. The transportable attenuator shall have a chevron pattern on the rear of the unit. The standard chevron pattern shall consist of 4-inch yellow stripes, alternating non-reflective black and retro- reflective yellow sheeting,slanted at 45 degrees in an inverted"V"with the"V"at the center of the ' unit. This section is supplemented with the following new sub-sections: ' Rainier Avenue S(SR 167) Amendments S Grady Way to S 2nd St November 2011 Amendments 168 r Amendments to the 2010 Standard Specifications , 9-35.12(1) Truck-Mounted Attenuator The TMA may be selected from the approved units listed on the QPL or submitted using a RAM. ' The TMA shall have an adjustable height so that it can be placed at the correct elevation during r usage and to a safe height for transporting. If needed,the Contractor shall install additional lights to provide fully visible brake lights at all times. 9-35.12(2) Trailer-Mounted Attenuator , The TMA-trailer may be selected from the approved units listed on the QPL or submitted using a RAM. r If needed, the Contractor shall install additional lights to provide fully visible brake lights at all times. 9-35.12(3) Submittal Requirements For transportable attenuators listed on the QPL,the Contractor shall submit the QPL printed page ' or a QPL Acceptance Code entered on the RAM(WSDOT Form 350-071EF)for the product proposed for use to the Engineer for approval. The Contractor shall submit a RAM for transportable attenuators not listed on the QPL. r 1 1 r 1 r r ' 1 r Rainier Avenue S(SR 167) Amendments , S Grady Way to S 2nd St November 2011 Amendments 169 1 II 1 ' City of Renton Contract Provisions for Rainier Avenue S(SR 167)-S Grady Way to S 2nd St Project 1 Special Provisions 1 1 SPECIAL PROVISIONS TABLE OF CONTENTS SpecialProvisions Table of Contents....................................................................................... i SpecialProvisions..................................................................................................................1 Introduction To The Special Provisions...................................................................................................1 Division 1-General Requirements.........................................................................................2 DESCRIPTIONOF WORK..............................................................................................................................2 1-01 DEFINITIONS AND TERMS..............................................................................................................2 1-01.3 Definitions.............................................................................................................................2 1-02 BID PROCEDURES AND CONDITIONS.............................................................................................4 1-02.1 Prequalification of Bidders....................................................................................................4 1-02.1 Qualifications of Bidder..............................................................................................................4 1-02.2 Plans and Specifications........................................................................................................4 1-02.4 Examination of Plans,Specifications,and Site of Work........................................................5 1-02.5 Proposal Forms......................................................................................................................5 1-02.6 Preparation of Proposal........................................................................................................5 ProgressSchedule Minimum Bid............................................................................................................6 1-02.7 Bid Deposit............................................................................................................................6 1-02.9 Delivery of Proposal..............................................................................................................7 1-02.13 Irregular Proposals................................................................................................................7 1-02.14 Disqualification of Bidders....................................................................................................7 1-02.15 Pre Award Information.....................................................................................................9 1-03 AWARD AND EXECUTION OF CONTRACT...................................................................................:...9 1-03.1 Consideration of Bids............................................................................................................9 1-03.3 Execution of Contract..........................................................................................................10 1-03.4 Contract Bond 1-03.8 ESCROW BID DOCUMENTATION..........................................................................................11 1-04 SCOPE OF WORK..........................................................................................................................14 1-04.2 Coordination of Contract Documents, Plans,Special Provisions,Specifications,and Addenda 14 1-05 CONTROL OF WORK.....................................................................................................................15 1-05.4 Conformity With and Deviation from Plans and Stakes......................................................15 1-05.4(1) Contractor Provided Record Drawings............................................................................19 1-05.7 Removal of Defective and Unauthorized Work...................................... 19 1-05.11 Final Inspection .............................20 1-05.11 Final Inspections and Operational Testing........ ......... ......... ......... ......... ...............20 1-05.11(1) Substantial Completion Date..........................................................................................20 1-05.11(2) Final Inspection and Physical Completion Date..............................................................20 1-05.11(3) Operational Testing.........................................................................................................21 1-05.13 Superintendents,Labor and Equipment of Contractor.......................................................22 M 1-05.14 Cooperation with Other Contractors..................................................................................22 1-05.15 Method of Serving Notices.................................................................................................22 1-05.16 Water and Power................................................................................................................23 1-05.17 Oral Agreements.................................................................................................................23 1-05.18 Contractors'Daily Diary......................................................................................................23 1-06 CONTROL OF MATERIAL..............................................................................................................24 BuyAmerica..........................................................................................................................................25 Rainier Avenue S(SR 167) Special Provisions S Grady Way to S 2nd St November 2011 1 1-06.1 Approval of Material Prior to Use.......................................................................................26 1-06.1(4) Fabrication Inspection Expense......................................................................................26 1-07 LEGAL RELATIONS AND RESPONSIBILITIES TO THE PUBLIC.........................................................26 1-07.1 Laws to be Observed...........................................................................................................26 1-07.2 State Sales Tax.....................................................................................................................28 1-07.2 State Sales Tax.....................................................................................................................28 1-07.2(1) State Sales Tax- Rule 171.............................................................................................28 1-07.2(2) State Sales Tax- Rule 170.............................................................................................29 1-07.2(3) Services...........................................................................................................................29 1-07.5 Environmental Regulations.................................................................................................29 1-07.6 Permits and Licenses...........................................................................................................30 1-07.7 Load Limits..........................................................................................................................32 1-07.9 Wages..................................................................................................................................32 1-07.9(1) General...........................................................................................................................32 1-07.9(1) General...........................................................................................................................32 1-07.9(5) Required Documents......................................................................................................33 1-07.11 Requirements for Nondiscrimination..................................................................................34 1-07.11 Requirements for Nondiscrimination..................................................................................41 1-07.11 Requirements for Nondiscrimination.................................................................................52 1-07.12 Federal Agency Inspection .....................................................................................57 1-07.13 Contractor's Responsibility for Work..................................................................................58 1-07.13(4) Repair of Damage...........................................................................................................58 1-07.15 Temporary Water Pollution/Erosion Control.........................................................................58 1-07.15(1) Spill Prevention,Control and Countermeasures Plan.....................................................58 1-07.16(6) Property Owner Commitments......................................................................................58 1-07.16(4) Archeological and Historical Objects..............................................................................58 1-07.17 Utilities and Similar Facilities..............................................................................................59 1-07.17(3) Interruption of Services..................................................................................................63 1-07.17(4) Utility Potholing and Resolution of Utility Conflicts.......................................................63 1-07.18 Public Liability and Property Damage Insurance.................................................................64 1-07.18 Insurance.............................................................................................................................64 1-07.18(1) General Requirements.......................................................................................................64 1-07.18(2) Additional Insured .........................................................................................................65 1-07.18(3) Subcontractors...................................................................................................................65 1-07.18(4) Evidence of Insurance........................................................................................................66 1-07.18(5) Coverages and Limits.........................................................................................................66 1-07.18(5)A Commercial General Liability...........................................................................................66 1-07.18(5)B Automobile Liability...................................................................................................67 1-07.18(5)C Workers'Compensation.............................................................................................67 1-07.18(5)F Excess or Umbrella Liability.......................................................................................67 1-07.18(5)G Pollution Liability.......................................................................................................67 1-07.18(5)H Professional Liability...................................................................................................68 1-07.18(6) Relations With Railroad..................................................................................................68 1-07.18(7) Contractor's Right of Entry and Insurance Requirements-BNSF...................................72 1-07.22 Use of Explosives.................................................................................................................72 1-07.23 Public Convenience and Safety...........................................................................................73 1-07.23(1) Construction Under Traffic..............................................................................................73 1-07.24 Rights of Way......................................................................................................................77 1-08 PROSECUTION AND PROGRESS....................................................................................................78 1-08.0 Preliminary Matters............................................................................................................78 1-08.0(1) Preconstruction Conference...........................................................................................78 1-08.0(2) Hours of Work.................................................................................................................78 Rainier Avenue S(SR 167) Special Provisions S Grady Way to S 2nd St November 2011 �l r 1-08 Prosecution and Progress........................................................................................................80 1-08.1 Subcontracting....................................................................................................................80 1-08.1(1) Subcontract Completion and Return of Retainage Withheld.........................................81 1-08.3 Progress Schedule...............................................................................................................82 1-08.3(2)B Type B Progress Schedule...........................................................................................82 1-08.3(2)D Weekly Look-Ahead Schedule....................................................................................82 1-08.3(5) Payment..........................................................................................................................83 1-08.4 Notice to Proceed and Prosecution of Work.......................................................................83 1-08.5 Time for Completion...........................................................................................................83 1-08.7 Maintenance During Suspension........................................................................................84 1-09 MEASUREMENT AND PAYMENT..................................................................................................85 1-09.6 Force Account.....................................................................................................................85 1 1-09.7 Mobilization........................................................................................................................85 1-09.8 Payment For Material On Hand..........................................................................................85 1-09.9 Payments.............................................................................................................................86 1-09.9(1) Retainage........................................................................................................................86 1-09.13 Claim Resolution.................................................................................................................87 1-09.13(3)A Administration of Arbitration.....................................................................................87 1-10 TEMPORARY TRAFFIC CONTROL..................................................................................................87 1-10.1 General................................................................................................................................87 1-10.2 Traffic Control Management..............................................................................................88 1-10.2(2) Traffic Control Plans.......................................................................................................88 1-10.3 Traffic Control Labor, Procedures and Devices...................................................................90 1-10.3(1)Traffic Control Labor.............................................................................................................90 1-10.3(3) Traffic Control Devices....................................................................................................90 1-10.3(3) Traffic Control Devices....................................................................................................91 1-10.3(3)C Traffic Control Devices...............................................................................................91 1-10.4 Measurement......................................................................................................................91 1 1-10.4.2 Item Bids with Lump Sum for Incidentals.......................................................................91 1-10.5(2) Item Bids with Lump Sum for Incidentals.......................................................................91 Division 2-Earthwork......................................................................................................... 93 2-01 CLEARING,GRUBBING,AND ROADSIDE CLEANUP.......................................................................93 2-01.1 Description..........................................................................................................................93 2-01.2 Disposal of Usable Material and Debris..............................................................................93 2-01.5 Payment..............................................................................................................................93 2-02 REMOVAL OF STRUCTURES AND OBSTRUCTIONS.......................................................................94 ' 2-02.3 Construction Requirements................................................................................................94 2-02.3(3) Removal of Pavement,Sidewalks,and Curbs.................................................................95 2-02.3(4) Removal of Traffic Island................................................................................................96 2-02.3(5) Remove or Abandon Storm Sewer Pipe.........................................................................96 2-02.3(6) Removal and Relocation of Public/Private Improvements...........................................96 2-02.3(8) Cap and Abandon Water Main.......................................................................................97 2-02.3(9) Remove/Abandon Joint Trench Ducts and Vaults..........................................................97 2-02.3(10) Removal,Haul,and Disposal of Creosoted Timber........................................................97 2-02.4 Measurement......................................................................................................................98 2-02.5 Payment..............................................................................................................................99 2-03 ROADWAY EXCAVATION AND EMBANKMENT...........................................................................100 2-03.3 Construction Requirements..............................................................................................100 2-03.3(14)E Unsuitable Foundation Excavation...........................................................................101 2-03.3(19) Contaminated Groundwater and Soil..........................................................................101 Rainier Avenue 5(SR 167) Special Provisions S Grady Way to 5 2nd St November 2011 iii 2-03.4 Measurement....................................................................................................................102 2-03.5 Payment............................................................................................................................102 2-04 HAUL..........................................................................................................................................103 2-04.5 Payment............................................................................................................................103 2-05 IDENTIFICATION, HANDLING,TRANSPORTING AND DISPOSING OF CONTAMINATED/IMPACTED SOILAND GROUNDWATER.....................................................................................................................103 2-05.1 Description........................................................................................................................103 2-05.3 Construction Requirements..............................................................................................103 2-05.4 Measurement....................................................................................................................105 2-05.5 Payment............................................................................................................................105 2-06 SUBGRADE PREPARATION.........................................................................................................106 2-06.5 Payment............................................................................................................................106 2-09 STRUCTURE EXCAVATION..........................................................................................................106 2-09.1 Description.... ..................................................................................................................106 2-09.3(1)D Disposal of Excavated Material................................................................................106 2-09.4 Measurement....................................................................................................................107 2-09.5 Payment............................................................................................................................108 2-12 CONSTRUCTION GEOSYNTHETIC...............................................................................................108 2-12.2 Materials..........................................................................................................................108 2-12.5 Payment........................................................... ...108 .............................................................. Division4-Bases...............................................................................................................109 4-04 BALLAST AND CRUSHED SURFACING.........................................................................................109 4-04.1 Description.......................................................................................................................109 4-04.3 Construction Requirements..............................................................................................109 4-04.3(4) Placing and Spreading.........................................................................................................109 4-04.5 Payment............................................................................................................................109 Division5-Surface Treatments And Pavements.................................................................110 5-04 ASPHALT CONCRETE PAVEMENT...............................................................................................110 5-04.1 Description..............................................................................................................................110 5-04.2 Materials...........................................................................................................................110 5-04.3 Construction Requirements..............................................................................................110 5-04.3(5)A Preparation Of Existing Surfaces......................................................................................110 5-04.3(7)A Mix Design........................................................................................................................110 5-04.3(8)Al, General.........................................................................................................................112 5-04.3(8)A4, Definition of Sampling Lot and Sublot..........................................................................112 5-04.3(8)A5, Test Results...................................................................................................................113 5-04.3(8)A7 Test Section-HMA Mixtures........................................................................................114 5-04.3(12)Joints.................................................................................................................................114 5-04.3(13)Surface Smoothness..........................................................................................................114 5-04.3(14)Planing Bituminous Pavement..........................................................................................114 5-04.3(14)Planing Bituminous Pavement..........................................................................................114 5-04.3(14)Planing Bituminous Pavement..........................................................................................115 5-04.3(16)Weather Limitations.........................................................................................................115 5-04.3(22)Temporary Pavement.......................................................................................................115 5-04.4 Measurement....................................................................................................................116 5-04.4 Measurement....................................................................................................................116 5-04.5 Payment............................................................................................................................116 Asphalt Cost Price Adjustment............................:..............................................................................116 Rainier Avenue S SR 167 Special Provisions 5 Grady Way to S 2nd St November 2011 lV 1 5-04.5 Payment............................................................................................................................117 5-04.5(1)A Price Adjustments for Quality of HMA Mixture...............................................................118 5-04.5(1)B Price Adjustments for Quality of HMA Compaction........................................................119 5-05 CEMENT CONCRETE PAVEMENT................................................................................................120 5-05.1 Description........................................................................................................................120 5-05.2 Materials...........................................................................................................................120 5-05.3 Construction Requirements..............................................................................................120 5-05.3(1)A Decorative Stamped Concrete Pavement...............................................................120 5-05.3(8)A Contraction Joints.....................................................................................................121 5-05.3(8)C Construction Joints..................................................................................................121 5-05.3(11) Finishing........................................................................................................................122 5-05.4 Measurement....................................................................................................................122 5-05.5 Payment............................................................................................................................122 5-06 PERVIOUS SUBGRADE................................................................................................................123 5-06.1 Description........................................................................................................................123 5-06.2 Materials...........................................................................................................................123 5-06.3 Construction Requirements..............................................................................................123 5-06.4 Measurement....................................................................................................................123 5-06.5 Payment............................................................................................................................123 Division6-Structures........................................................................................................125 6-02 CONCRETE STRUCTURES............................................................................................................125 6-02.1 Description........................................................................................................................125 6-02.2 Materials...........................................................................................................................125 6-02.3 Construction Requirements..............................................................................................125 6-02.4 Measurement....................................................................................................................126 6-02.5 Payment............................................................................................................................126 6-07 PAINTING...................................................................................................................................126 6-07.1 Description........................................................................................................................126 6-07.2 Materials...........................................................................................................................126 6-07.3 Construction Requirements..............................................................................................132 6-07.3(11)A Painting or Powder Coating of Galvanized Surfaces................................................133 6-07.5 Payment............................................................................................................................133 6-11 REINFORCED CONCRETE WALLS................................................................................................133 6-11.1 Description........................................................................................................................133 6-11.2 Materials...........................................................................................................................134 6-11.3 Construction Requirements..............................................................................................135 6-11.4 Measurement....................................................................................................................136 6-11.5 Payment............................................................................................................................137 6-13 STRUCTURAL EARTH WALLS......................................................................................................137 6-13.3(2) Submittals.....................................................................................................................141 Division 7-Drainage Structures,Storm Sewers,Sanitary Sewers,Water Mains,And Conduits 1 ..........................................................................................................................................144 7-01 DRAINS.......................................................................................................................................144 7-01.2 Materials...........................................................................................................................144 7-01.2 Materials................................................................................................................................144 7-01.3 Construction Requirements..............................................................................................144 7-01.5 Payment............................................................................................................................144 Rainier Avenue S(SR 167) Special Provisions S Grady Way to S 2n°St November 2011 V 7-04 STORM SEWERS.........................................................................................................................145 7-04.2 Materials..........................................................................................................................145 7-04.3 Construction Requirements............................................................................................145 , 7-04.3(1)G Television Inspection......................................................................................................145 7-04.3(2) Temporary Stormwater Bypass System............................................................................146 7-04.5 Payment......................................................................:.....................................................146 7-05 MANHOLES, INLETS,AND CATCH BASINS..................................................................................147 7-05.1 Description........................................................................................................................147 7-05.2 Materials...........................................................................................................................147 FilterraUnits.......................................................................................................................................147 7-05.3 Construction Requirements..............................................................................................149 7-05.3(1) Adjusting Manholes and Catch Basins to Grade...........................................................149 7-05.3(2) Abandon Existing Manholes..............................................................................................151 7-05.3(3) Connections to Existing Manholes................................................................................151 7-05.3(5) Connection to Wetwell................................................................................................151 7-05.3(7) Filterra Bioretention Filter..........................................................................................151 7-05.3(8) Box Culvert Modifications.................................................................................................152 7-05.3(9) Oil/Water Separator..........................................................................................................153 7-05.3(10) Trench Drain............................................................................................................153 7-05.4 Measurement....................................................................................................................153 7-05.5 Payment............................................................................................................................153 7-07 CLEANING EXISTING DRAINAGE STRUCTURES...........................................................................155 7-07.3 Construction Requirements...................................................................................................155 7-07.5 Payment.................................................................................................................................155 7-08 GENERAL PIPE INSTALLATION REQUIREMENTS..................................................:......................156 7-08.2 Materials................................................................................................................................156 7-08.3 Construction Requirements...................................................................................................156 7-08.3(1)A Trenches..................................................................................................................156 Dewatering.........................................................................................................................................156 7-08.3(2)A Survey Line and Grade.............................................................................................156 7-08.3(2)B Pipe Laying-General......................................................................................................157 7-08.3(2)E Rubber Gasketed Joints...............................................................................................157 7-08.3(3) Backfilling.................................................................................................................158 7-08.4 Measurement...............................................................................................................158 7-08.5 Payment............................................................................................................................158 7-09 WATER MAINS...........................................................................................................................159 7-09.2 Materials.................................................................................................................................159 7-09.3(17) Laying Ductile Iron Pipe and Fittings with Polyethylene Encasement............................159 , 7-09.3(19)A Connections to Existing Mains.................................................................................159 7-09.3(21) Concrete Thrust Blocking and Dead-Man Block..............................................................160 7-09.3(23) Hydrostatic Pressure Test...............................................................................................161 7-09.3(24)A Flushing.........................................................................................................................162 7-09.3(24)D Dry Calcium Hypochlorite.............................................................................................162 7-09.3(24)K Retention Period...........................................................................................................162 7-09.3(24)N Final Flushing and Testing.............................................................................................163 7-09.3(25) Joint Restraint Systems...................................................................................................163 7-09.4 Measurement....................................................................................................................164 7-09.5 Payment............................................................................................................................164 7-12 VALVES FOR WATER MAINS.......................................................................................................171 7-12.3(1) Installation of Valve Marker Post.................................................................................171 Rainier Avenue S(SR 167) Special Provisions S Grady Way to S 2nd St November 2011 V1 7-12.3(2) Adjust Existing Valve Box to Grade...............................................................................171 7-12.3(3) Adjust Monitoring Wells to Grade................................................................................171 7-12.4 Measurement....................................................................................................................172 7-12.5 Payment............................................................................................................................172 7-14 HYDRANTS.................................................................................................................................172 1 7-14.3(1) Setting Hydrants................................................................................................................172 7-14.3(7) Removing Hydrant Assembly.................................0..........................................................173 7-14.4 Measurement............................................................0.......................................................173 7-14.5 Payment............................................................................................................................173 7-15 SERVICE CONNECTIONS.............................................................................................................173 7-15.3 Construction Requirements...................................................................................................173 7-15.4 Measurement........................................................................................................................174 7-15.5 Payment............................................................................................................................174 7-16 TEMPORARY WATER BYPASS SYSTEM.......................................................................................174 7-16.1 Description ............................................................................................................................174 7-16.2 Materials................................................................................................................................174 7-16.3 Construction Requirements...................................................................................................175 7-16.4 Measurement........................................................................................................................175 7-16.5 Payment.................................................................................................................................175 7-19 SEWER CLEANOUTS...................................................................................................................176 7-19.1 Description ............................................................................................................................176 7-19.3 Construction Requirements...................................................................................................176 7-19.5 Payment.................................................................................................................................176 Division 8-Miscellaneous Construction.............................................................................178 8-01 EROSION CONTROL AND WATER POLLUTION CONTROL..............................................................178 8-01.1 Description........................................................................................................................178 8-01.3(1)B Erosion and Sediment Control(ESC) Lead........................................................................178 8-01.3(1)F Stormwater Pollution Prevention Plan(SWPPP):..............................................................178 8-01.3(1)G Monitoring Requirements................................................................................................179 8-01.3(2)B Seeding and Fertilizing......................................................................................................181 8-01.4 Measurement...................................................................................4................................181 8-01.5 Payment............................................................................................................................181 8-02 ROADSIDE PLANTING.................................................................................................................182 8-02.1 Description........................................................................................................................182 8-02.3 Construction Requirements..............................................................................................182 8-02.3(1) Responsibility During Construction...................0..........................................................182 8-02.3(2) Roadside Work Plan....................................................................-...............................182 8-02.3(4)A Topsoil Type A..........................................................................................................183 8-02.3(5) Planting Area Preparation............................................................................................183 8-02.3(8) Planting... ...................................................................................................................184 8-02.3(10) Fertilizers.....................................................................................................................184 8-02.3(11) Bark or Wood Chip Mulch.............................................................................................184 8-02.3(16) Lawn Installation...........................................................................................................185 8-02.3(17) Protection of Private Property and Property Restoration...........................................185 8-02.4 Measurement....................................................................................................................185 8-02.5 Payment.................................................................0..........................................................185 8-03 IRRIGATION SYSTEMS................................................................................................................186 8-03.3 Construction Requirements..............................................................................................186 8-03.3(3) Piping............................................................................................................................187 Rainier Avenue S(SR 167) Special Provisions S Grady Way to S 2nd St November 2011 Vii 8-03.3(7) Flushing and Testing....................................................................................................187 8-03.3(9) Backfill..........................................................................................................................187 8-03.3(11) System Operation........................................................................................................187 8-03.3(13) Irrigation Water Service................................................................................................188 8-03.3(14) Irrigation Electrical Service...........................................................................................188 8-03.5 Payment............................................................................................................................188 8-04 CURBS,GUTTERS AND SPILLWAYS.............................................................................................189 8-04.3(1) Cement Concrete Curbs,Gutters,and Spillways..........................................................189 8-04.5 Payment............................................................................................................................189 8-06 CEMENT CONCRETE DRIVEWAY ENTRANCES............................................................................189 8-06.3 Construction Requirements..............................................................................................189 8-06.4 Measurement....................................................................................................................190 , 8-06.5 Payment............................................................................................................................190 8-07 PRECAST TRAFFIC CURB AND BLOCK TRAFFIC CURB.................................................................190 8-07.5 Payment............................................................................................................................190 8-09 RAISED PAVEMENT MARKERS...................................................................................................190 8-09.5 Payment............................................................................................................................190 8-13 MONUMENT CASES...................................................................................................................190 r 8-13.3 Construction Requirements..............................................................................................190 8-13.4 Measurement....................................................................................................................191 8-13.5 Payment............................................................................................................................191 8-14 CEMENT CONCRETE SIDEWALKS...............................................................................................191 8-14.2 Materials...........................................................................................................................191 8-14.3 Construction Requirements..............................................................................................192 8-14.4 Measurement....................................................................................................................195 8-14.5 Payment............................................................................................................................195 8-19 STAPLE CURB AND PEDESTRIAN ISLAND....................................................................................196 8-19.1 Description........................................................................................................................196 8-19.3 Construction Requirements..............................................................................................196 8-19.4 Measurement....................................................................................................................196 8-19.5 Payment............................................................................................................................196 8-20 ILLUMINATION,TRAFFIC SIGNAL SYSTEMS,AND ELECTRICAL...................................................197 8-20.1 Description.......................................................................................................................197 8-20.1(1) Regulations and Code...................................................................................................198 8-20.1(2) Industry Codes and Standards......................................................................................199 8-20.1(3) Restrictions on the Schedule of Work..........................................................................199 8-20.1(4)Permits................................................................................................................................200 8-20.2 Materials...........................................................................................................................200 8-20.2(1) Equipment List and Drawings............................................................................................202 8-20.3 Construction Requirements.............................................................................................202 8-20.3(1)A Illumination Requirements During Construction....................................................203 8-20.3(1)B Signalization Requirements During Construction....................................................203 8-20.3(4) Foundations.................................................................................................................203 8-20.3(5) Conduit..............................................................................................................................208 8-20.3(6) Junction Boxes,Cable Vaults,and Pull Boxes::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::2009 8-20.3(8) Wiring.. 8-20.3(9) Bonding,Grounding...... ......... ......... ......... ......... ......... ......... ......... ............210 8-20.3(10) Services Transformer, Intelligent Transportation System Cabinet.................................211 8-20.3(11)Testing...............................................................................................................................211 Rainier Avenue S(SR 167) Special Provisions S Grady Way to S 2nd St November 2011 Viii 8-20.3(13)A Light Standards.............................................................................................................212 8-20.3(14)C Induction Loop Vehicle Detectors.................................................................................213 8-20.3(14)D Test for Induction Loops and Lead-in Cable.....................................................:...........214 8-20.3(14)E Signal Standards............................................................................................................214 8-20.3(14)F Opticom Priority Control Systems.................................................................................215 8-20.3(15) Grout...............................................................................................................................215 8-20.3(18) Video Detection System ...............................................................................................215 8-20.3(19) PTZ(CCTV)Video System..............................................................................................216 8-20.3(20) Transit Signal Priority....................................................................................................216 8-20.4 Measurement........................................................................................................................217 8-20.5 Payment.................................................................................................................................217 8-21 PERMANENT SIGNING...............................................................................................................218 8-21.5 Payment.................................................................................................................................218 8-22 PAVEMENT MARKING................................................................................................................219 8-22.3(6) Removal of Pavement Markings.......................................................................................219 8-22.5 Payment............................................................................................................................219 8-23 TEMPORARY PAVEMENT MARKINGS.........................................................................................220 8-23.5 Payment............................................................................................................................220 8-26 PEDESTRIAN HANDRAIL.............................................................................................................220 8-26.1 Description ............................................................................................................................220 8-26.2 Materials................................................................................................................................220 8-26.3 Construction Requirements...................................................................................................221 8-26.4 Measurement........................................................................................................................222 1 8-26.5 Payment.................................................................................................................................223 8-28 TREE GRATE ...............................................................................................................................223 8-28.1 Description........................................................................................................................223 1 8-28.2 Materials...........................................................................................................................223 8-28.3 Construction Requirements..............................................................................................223 8-28.4 Measurement....................................................................................................................223 8-28.5 Payment............................................................................................................................224 8-30 METRO IMPROVEMENTS...........................................................................................................224 8-30.1 Description ............................................................................................................................224 8-30.5 Payment............................................................................................................................224 8-31 BENCH........................................................................................................................................224 8-31.1 Description ............................................................................................................................225 8-31.2 Material.................................................................................................................................225 8-31.3 Construction Requirements...................................................................................................225 8-31.4 Measurement........................................................................................................................225 8-31.5 Payment............................................................................................................................225 8-32 TRASH RECEPTACLES..................................................................................................................225 8-32.1 Description ............................................................................................................................226 8-32.2 Materials................................................................................................................................226 8-32.3 Construction Requirements...................................................................................................226 8-32.4 Measurement........................................................................................................................226 8-32.5 Payment.................................................................................................................................226 8-33 GATEWAY SIGN..........................................................................................................................226 8-33.1 Description............................................................................................................................227 8-33.2 Materials................................................................................................................................227 Rainier Avenue S(SR 167) Special Provisions S Grady Way to S 2nd St November 2011 lX 8-33.3 Construction Requirements..............................................................................................231 8-33.4 Measurement........................................................................................................................231 8-33.5 Payment..................................................................................................................................231 8-34 GATEWAY TRELLIS......................................................................................................................232 8-34.1 Description............................................................................................................................232 8-34.2 Materials................................................................................................................................232 8-34.3 Construction Requirements...................................................................................................234 8-34.4 Measurement........................................................................................................................234 8-34.5 Payment............................................................................................................................235 , 8-35 IDENTITY POLES.........................................................................................................................235 8-35.2 Materials................................................................................................................................235 8-35.3 Construction Requirements...................................................................................................237 , 8-35.4 Measurement........................................................................................................................237 8-35.5 Payment............................................................................................................................237 8-36 BRONZE PLAQUE RELOCATION..................................................................................................238 8-36.1 Description........................................................................................................................238 8-36.2 Materials...........................................................................................................................238 8-36.3 Construction Requirements..............................................................................................238 8-36.4 Measurement....................................................................................................................239 8-36.5 Payment............................................................................................................................239 8-37 ADVANCE DIRECTION FOOTING.................................................................................................239 8-37.1 Description........................................................................................................................239 8-37.2 Materials...........................................................................................................................239 8-37.3 Construction Requirements..............................................................................................239 , 8-37.4 Measurement....................................................................................................................239 8-37.5 Payment............................................................................................................................239 8-40 FIBER OPTIC CABLE EQUIPMENT...............................................................................................240 8-40.1 Description ............................................................................................................................240 8-40.2 Materials................................................................................................................................240 8-40.2(1) Fiber Optic Cable...............................................................................................................240 8-40.2(2) Fiber Optic Patch Panel.....................................................................................................241 8-40.2(3) Fiber Optic Patch Cords.....................................................................................................241 8-40.2(4) Buffer Tube Fan-Out Kits...................................................................................................242 8-40.2(5) Fiber Connectors...............................................................................................................242 8-40.2(6) Fiber Splice Enclosure.......................................................................................................242 8-40.2(7) Pull Boxes..........................................................................................................................243 8-40.2(8) Vaults................................................................................................................................243 8-40.2(9) Conduit..............................................................................................................................244 8-40.2(10) Flexible Fabric Innerduct.................................................................................................244 8-40.2(11) Detectable Tape..............................................................................................................245 8-40.3 Construction Requirements...................................................................................................245 8-40.3(1) Fiber Optic Cable...............................................................................................................245 8-40.3(1)A Splicing............................................................................................................................245 8-40.3(2) Fiber Optic Patch Panel.....................................................................................................246 8-40.3(3) Fiber Optic Patch Cords.....................................................................................................246 8-40.3(4) Buffer Tube Fan-Out Kits...................................................................................................246 8-40.3(5) Fiber Connectors...............................................................................................................246 8-40.3(6) Fiber Splice Enclosure.......................................................................................................246 8-40.3(7) Pull Boxes..........................................................................................................................247 8-40.3(8) Vaults................................................................................................................................247 Rainier Avenue S(SR 167) Special Provisions S Grady Way to S 2nd St November 2011 x 8-40.3(9) Conduit..............................................................................................................................247 8-40.3(10) Flexible Fabric Innerduct.................................................................................................248 8-40.3(11) Detectable Tape..............................................................................................................249 8-40.3(12) Temporary Interconnect.................................................................................................249 8-40.3(12)A Wireless Radio Equipment............................................................................................249 8-40.3(12)B Ethernet Over Copper Switch.......................................................................................253 8-40.4 Measurement........................................................................................................................256 8-40.5 Payment.................................................................................................................................256 8-41 FIBER OPTIC TESTING AND DOCUMENTATION.............................................................................256 8-41.1 Description............................................................................................................................256 8-41.2 Materials................................................................................................................................257 8-41.3 Construction Requirements...................................................................................................257 ' 8-41.3(1) General..............................................................................................................................257 8-41.3(2) Attenuation Testing...........................................................................................................257 8-41.3(3) Optical Time Domain Reflectometer(OTDR)Testing........................................................257 8-41.3(4) Testing Documentation................................................................................................258 8-41.5 Payment............................................................................................................................259 8-42 JOINT UTILITY TRENCH..................................................................................................................259 ' 8-42.1 Description........................................................................................................................259 8-42.2 Materials...........................................................................................................................259 8-42.3 Construction Requirements..............................................................................................260 8-42.3(1) Franchise Utility Excavation..........................................................................................261 8-42.3(3) Shoring Or Extra Excavation Class B.............................................................................261 8-42.3(4) Placing Structures and Conduit Furnished By Others...................................................261 8-42.3(5) Conduit........................................................................................................................261 8-42.3(6) Inspection,Proofing and Approval of Centurylink Conduit and Structures..................262 8-42.3(7) Inspection, Proofing and Approval of Comcast Conduit and Structures......................262 8-42.3(8) Franchise Utility Coordination......................................................................................262 8-42.4 Measurement....................................................................................................................263 8-42.5 Payment............................................................................................................................264 Division9-Materials.........................................................................................................266 9-03 AGGREGATES........................................................................................................................... 266 9-03.8 Aggregates for Hot Mix Asphalt........................................................................................266 1 9-03.8(2) HMA Test Requirements...............................................................................................266 9-03.8(7) HMA Tolerances and Adjustments..............................................................................266 9-03.9 Crushed Surfacing..................................................................................................................266 9-05 DRAINAGE STRUCTURES,CULVERTS,AND CONDUITS...............................................................267 9-05.21 Cement Slurry-Abandoning Pipe.......................................................................................267 9-06 STRUCTURAL STEEL AND RELATED MATERIALS.........................................................................267 9-06.5(4) Anchor Bolts.................................................................................................................267 9-14 EROSION CONTROL AND ROADSIDE PLANTING.........................................................................268 9-14.1(1)Topsoil Type A.....................................................................................................................268 9-14.2 Seed.........................................................................................................................................268 9-14.6 Plant Materials..................................................................................................................269 9-14.6(2) Quality..........................................................................................................................269 9-14.6(3) Handling And Shipping..................................................................................................270 9-14.6(4) Tagging..........................................................................................................................270 9-14.6(5) Inspection.....................................................................................................................270 9-14.6(7) Temporary Storage.......................................................................................................270 Rainier Avenue S(SR 167) Special Provisions S Grady Way to S 2M St November 2011 Xi 9-14.6(11) Root Barrier..............................................................................................................271 9-14.7 Stakes,Guys,and Wrapping.............................................................................................271 9-15 IRRIGATION SYSTEM..................................................................................................................271 9-15.1 Pipe,Tubing And Fittings..................................................................................................271 9-15.1(2) Polyvinyl Chloride Pipe And Fittings.............................................................................271 9-15.5 Valve Boxes And Protective Sleeves .................................................................................271 9-15.17 Electrical Wire And Splices................................................................................................272 9-23 CONCRETE CURING MATERIALS AND ADMIXTURES..................................................................272 9-23.9 Fly Ash(RC) .......................................................................................................................272 9-29 ILLUMINATION,SIGNALS, ELECTRICAL.......................................................................................272 9-29.1 Conduit, Innerduct,and Outerduct.......................................................................................272 9-29.2(1)A Standard Duty Junction Boxes........................................................................................272 , 9-29.3(2) Electrical Conductors and Cable........................................................................................272 9-29.3(2)) Cable for Vehicle Video Detection Cameras....................................................................273 9-29.6(1)A Decorative Signal Poles Type II and III ............................................................................273 9-29.6(1)B Decorative Light Poles.....................................................................................................274 9-29.10(2) Decorative Luminaires....................................................................................................275 9-29.11(2) Photoelectric Controls.....................................................................................................275 9-29.13 Traffic Signal Controllers......................................................................................................275 , 9-29.13(2) Flashing Operations.........................................................................................................277 9-29.13(3) Emergency Pre-emption.................................................................................................278 9-29.13(4) Wiring Diagrams..............................................................................................................279 9-29.13(6) Radio Interference Suppressors......................................................................................279 9-29.13(7) Traffic-Actuated Controllers............................................................................................279 9-29.13(7)A Environmental, Performance and Test Standards for Solid-State Traffic Controller....279 9-29.13(7)B Auxiliary Equipment for NEMA Controllers..................................................................280 9-29.13(7)D NEMA Controller Cabinets............................................................................................294 9-29.16(2) Conventional Traffic Signal Heads .•...•...••,•..,.••...•.••.....•...•.••••.••..............••.•.•.•...•••..•..•..,.•296 9-29.16(2)A Optical Units............................ 296 9-29.16(2)B Signal Housing...............................................................................................................296 9-29.16(2)C Louvered Visors.............................................................................................................296 9-29.16(2)D Back Plates....................................................................................................................296 9-29.16(2)E Painting Signal Heads....................................................................................................297 9-29.17 Signal Head Mounting Brackets and Fittings.......................................................................297 9-29.18(1) Induction Loop Detectors................................................................................................298 9-29.18(3) Video Detection System..................................................................................................303 9-29.19 Pedestrian Push Buttons.....................................................................................................304 9-29.20(1) LED Pedestrian Displays..................................................................................................306 9-29.23 Traffic Signal Battery Backup System(BBS).........................................................................306 9-29.24 Service Cabinets...................................................................................................................310 9-29.24(1) Painting...........................................................................................................................310 9-29.24(2) Electrical Circuit Breakers and Contactors......................................................................310 9-29.25 Amplifier,Transformer,and Terminal Cabinets..................................................................311 9-29.26 PTZ Cameras........................................................................................................................311 9-30 WATER DISTRIBUTION MATERIALS............................................................................................319 9-30.1(1) Ductile Iron Pipe(RC)...................................................................................................319 9-30.3(1) Gate Valves(3 inches to 12 inches)..............................................................................319 9-30.3(3) Butterfly Valves............................................................................................................320 9-30.3(5) Valve Marker Posts......................................................................................................320 9-30.3(8) Tapping Sleeve and Valve Assembly............................................................................320 9-30.5 Hydrants............................................................................................................................320 Rainier Avenue S(SR 167) Special Provisions S Grady Way to S 2nd St November 2011 Xll r r9-30.5(1) End Connections(RC)...................................................................................................321 9-30.5(2) Hydrant Dimensions.....................................................................................................321 9-30.6(3)B Polyethylene Pipe....................................................................................................321 9-30.6(4) Service Fittings..............................................................................................................321 i 1 1 1 i 1 1 1 1 Rainier Avenue S(SR 167) Special Provisions S Grady Way to S 2nd St November 2011 xiii SPECIAL PROVISIONS Introduction To The Special Provisions (July 31, 2007 APWA GSP) ' The work on this project shall be accomplished in accordance with the Standard Specifications for Road, Bridge and Municipal Construction, 2010 edition, as issued by the Washington State Department of Transportation (WSDOT) and the American Public Works Association (APWA), ' Washington State Chapter (hereafter "Standard Specifications"). The Standard Specifications, as modified or supplemented by the Amendments to the Standard Specifications and these Special Provisions, all of which are made a part of the Contract Documents, shall govern all of the Work. These Special Provisions are made up of both General Special Provisions (GSPs) from various sources, which may have project-specific fill-ins; and project-specific Special Provisions. Each Provision either supplements, modifies, or replaces the comparable Standard Specification, or is a new Provision. The deletion, amendment, alteration, or addition to any subsection or portion of the Standard Specifications is meant to pertain only to that particular portion of the section, and in no way should it be interpreted that the balance of the section does not apply. The project-specific Special Provisions are not labeled as such. The GSPs are labeled under the headers of each GSP,with the date of the GSP and its source,as follows: 1 (May 18,2007 APWA GSP) (August 7,2006 WSDOT GSP) ' Also incorporated into the Contract Documents by reference are: • Manual on Uniform Traffic Control Devices for Streets and Highways, currently adopted edition,with Washington State modifications, if any • Standard Plans for Road, Bridge and Municipal Construction, WSDOT/APWA, current edition • City of Renton Standard Details, City of Renton Public Works Department, Current Edition • Public Rights-Of-Way Accessibility Guidelines(PROWAG),current edition Contractor shall obtain copies of these publications, at Contractor's own expense. Rainier Avenue S SR 167 Special Provisions S Grady Way to 5 2nd St November 2011 SP 1 DIVISION 1—GENERAL REQUIREMENTS DESCRIPTION OF WORK ' (March 13, 1995 WSDOT GSP) This Contract provides for the improvement of*** Rainier Avenue South (SR 167) from S Grady , Way to S 2nd Street *** and other work, all in accordance with the attached Contract Plans, these Contract Provisions,and the Standard Specifications. , 1-01 DEFINITIONS AND TERMS 1-01.3 Definitions , (September 12,2008 APWA GSP) This Section is supplemented with the following: All references in the Standard Specifications to the terms "State", "Department of Transportation", "Washington State Transportation Commission", "Commission", "Secretary of Transportation", "Secretary", "Headquarters", and "State Treasurer" shall be revised to read "Contracting Agency". All references to "State Materials Laboratory" shall be revised to read "Contracting Agency designated location". The venue of all causes of action arising from the advertisement, award, execution, and , performance of the contract shall be in the Superior Court of the County where the Contracting Agency's headquarters are located. ' Additive A supplemental unit of work or group of bid items, identified separately in the proposal, which may, at the discretion of the Contracting Agency, be awarded in addition to the base bid. Alternate One of two or more units of work or groups of bid items, identified separately in the proposal, from which the Contracting Agency may make a choice between different methods or material of construction for performing the same work. Contract Documents See definition for"Contract". Contract Time The period of time established by the terms and conditions of the contract within which the work must be physically completed. Rainier Avenue S(SR 167) Special Provisions S Grady Way to S 2""St November 2011 SP 2 r r Dates ' Bid Opening Date The date on which the Contracting Agency publicly opens and reads the bids. Award Date The date of the formal decision of the Contracting Agency to accept the lowest responsible and responsive bidder for the work. Contract Execution Date The date the Contracting Agency officially binds the agency to the contract. ' Notice to Proceed Date The date stated in the Notice to Proceed on which the contract time begins. rSubstantial Completion Date The day the Engineer determines the Contracting Agency has full and unrestricted use and benefit of the facilities, both from the operational and safety standpoint, and only minor incidental work, replacement of temporary substitute facilities, or correction or ' repair remains for the physical completion of the total contract. Physical Completion Date The day all of the work is physically completed on the project. All documentation required by the contract and required by law does not necessarily need to be furnished by the Contractor by this date. Completion Date The day all the work specified in the contract is completed and all the obligations of the Contractor under the contract are fulfilled by the Contractor. All documentation required by the contract and required by law must be furnished by the Contractor before establishment of this date. Final Acceptance Date rThe date on which the Contracting Agency accepts the work as complete. ' Notice of Award The written notice from the Contracting Agency to the successful bidder signifying the Contracting Agency's acceptance of the bid. Rainier Avenue S(SR 167) Special Provisions S Grady Way to S 2nd St November 2011 r SP 3 Notice to Proceed The written notice from the Contracting Agency or Engineer to the Contractor authorizing ' and directing the Contractor to proceed with the work and establishing the date on which the contract time begins. Traffic Both vehicular and non-vehicular traffic, such as pedestrians, bicyclists, wheelchairs, and equestrian traffic. 1-02 BID PROCEDURES AND CONDITIONS ' 1-02.1 Prequalification of Bidders Delete this Section and replace it with the following: 1-02.1 Qualifications of Bidder (January 24,2011 APWA GSP) Before award of a public works contract, a bidder must meet at least the minimum qualifications of RCW 39.04.350(1)to be considered a responsible bidder and qualified to be awarded a public works project. 1-02.2 Plans and Specifications (June 27, 2011 APWA GSP) Delete this section and replace it with the following: Information as to where Bid Documents can be obtained or reviewed can be found in the Call for Bids(Advertisement for Bids)for the work. After award of the contract, Plans and specifications will be issued to the Contractor at no , cost as detailed below: To Prime Contractor No.of Sets Basis of Distribution Reduced Plans(11"x 1711) 15 Furnished automatically upon award. Contract Provisions 15 Furnished automatically upon award. Large Plans(e.g., 22"x 34") 5 Furnished only upon request. , Additional Plans and Contract Provisions may be obtained by the Contractor from the source stated in the Call for Bids, at the Contractor's own expense. Rainier Avenue S(SR 167) Special Provisions 5 Grady Way to S 2nd St November 2011 SP 4 , r r1-02.4 Examination of Plans,Specifications,and Site of Work ' (March 13, 1995 WSDOT GSP) Section 1-02.4 is supplemented with the following: The soils information used for study and design of this project is available for review by the bidder at the following address: ***Appendix E of the Contract Provisions*** 1-02.5 Proposal Forms (June 27,2011 APWA GSP) Delete this section and replace it with the following: The Proposal Form will identify the project and its location and describe the work. It will also list estimated quantities, units of measurement, the items of work, and the materials to be furnished at the unit bid prices. The bidder shall complete spaces on the proposal form that call for, but are not limited to, unit prices; extensions; summations; the total bid amount; signatures; date; and, where applicable, retail sales taxes and acknowledgment of addenda; the bidder's name, address, telephone number, and signature; the bidder's D/M/WBE commitment, if applicable; a State of Washington Contractor's Registration Number; and a Business License Number, if applicable. Bids shall be completed by typing or shall be printed in ink by hand, preferably in black ink.The required certifications are included as part of the Proposal Form. ' The Contracting Agency reserves the right to arrange the proposal forms with alternates and additives, if such be to the advantage of the Contracting Agency. The bidder shall bid on all alternates and additives set forth in the Proposal Form unless otherwise specified. r1-02.6 Preparation of Proposal (June 27,2011 APWA GSP) Supplement the second paragraph with the following: 4. If a minimum bid amount has been established for any item, the unit or lump sum price must equal or exceed the minimum amount stated. r 5. Any correction to a bid made by interlineation, alteration, or erasure, shall be initialed by the signer of the bid. ' Delete the last paragraph,and replace it with the following: The Bidder shall make no stipulation on the Bid Form, nor qualify the bid in any manner. A bid by a corporation shall be executed in the corporate name, by the president or a vice president(or other corporate officer accompanied by evidence of authority to sign). Rainier Avenue S(SR 167) Special Provisions S Grady Way to S 2nd St November 2011 ' SP 5 r A bid b a partnership shall be executed in the partnership name an i , Y P P p p d signed by a partner.A copy of the partnership agreement shall be submitted with the Bid Form if any D/M/WBE requirements are to be satisfied through such an agreement. ' A bid by a joint venture shall be executed in the joint venture name and signed by a member of the joint venture. A copy of the joint venture agreement shall be submitted with the Bid ' Form if any D/W/MBE requirements are to be satisfied through such an agreement. Progress Schedule Minimum Bid (WSDOT GSP August 7, 2006) Section 1-02.6 is supplemented with the following: ' A minimum bid of*** $15,000 *** lump sum has been established for the item "Type *** B *** Progress Schedule." The Contractor's bid shall equal or exceed that amount. If the Contractor's bid is less than the minimum specified amount, the Contracting Agency will unilaterally revise the bid amount to the minimum specified amount and recalculate the Contractor's total bid amount. The corrected total bid amount will be used by the , Contracting Agency for award purposes and to fix the amount of the contract bond. 1-02.7 Bid Deposit (October 1,2005 APWA GSP) Supplement this section with the following: Bid bonds shall contain the following: 1. Contracting Agency-assigned number for the project; r 2. Name of the project; , 3. The Contracting Agency named as obligee; 4. The amount of the bid bond stated either as a dollar figure or as a percentage which represents five percent of the maximum bid amount that could be awarded; 5. Signature of the bidder's officer empowered to sign official statements.The signature of , the person authorized to submit the bid should agree with the signature on the bond, and the title of the person must accompany the said signature; 6. The signature of the surety's officer empowered to sign the bond and the power of attorney. If so stated in the Contract Provisions, bidder must use the bond form included in the , Contract Provisions. r , I Rainier Avenue S(SR 167) Special Provisions ' S Grady Way to S 2nd St November 2011 SP 6 ' r ' 1-02.9 Delivery of Proposal (January 24,2011 APWA GSP) I ' Delete this section and :replace it with the following: g ' Each proposal shall be submitted in a sealed envelope, with the Project Name and Project Number as stated in the Advertisement for Bids clearly marked on the outside of the envelope, or as otherwise required in the Bid Documents, to ensure proper handling and delivery. The Contracting Agency will not consider Proposals it receives after the time fixed for ' opening Bids in the call for Bids. 1-02.13 Irregular Proposals (March 25,2009 APWA GSP) ' Revise item 1 to read: 1. A proposal will be considered irregular and will be rejected if. a. The Bidder is not prequalified when so required; b. The authorized proposal form furnished by the Contracting Agency is not used or is altered; ' c. The completed proposal form contains any unauthorized additions, deletions, alternate Bids,or conditions; d. The Bidder adds provisions reserving the right to reject or accept the award, or enter into the Contract; e. A price per unit cannot be determined from the Bid Proposal; f. The Proposal form is not properly executed; g. The Bidder fails to submit or properly complete a Subcontractor list, if applicable, as ' required in Section 1-02.6; h. The Bidder fails to submit or properly complete a Disadvantaged, Minority or Women's Business Enterprise Certification, if applicable, as required in Section 1- 02.6; L The Bid Proposal does not constitute a definite and unqualified offer to meet the material terms of the Bid invitation; or r j. More than one proposal is submitted for the same ro'ect from a Bidder under the p q I) I same or different names. 1-02.14 Disqualification of Bidders (March 25,2009 APWA GSP, Option B) 1 Delete this Section and replace it with the following: ' Rainier Avenue S(SR 167) Special Provisions S Grady Way to S 2nd St November 2011 SP 7 r A Bidder will be deemed not responsible if: , 1. the Bidder does not meet the mandatory bidder responsibility criteria in RCW 39.04.350(1),as amended;or 2. evidence of collusion exists with any other Bidder or potential Bidder. Participants in collusion will be restricted from submitting further bids; or 3. the Bidder, in the opinion of the Contracting Agency, is not qualified for the work or to the full extent of the bid, or to the extent that the bid exceeds the authorized prequalification amount as may have been determined by a prequalification of the Bidder; or 4. an unsatisfactory performance record exists based on past or current Contracting , Agency work or for work done for others, as judged from the standpoint of conduct of the work; workmanship; or progress; affirmative action; equal employment opportunity practices; termination for cause; or Disadvantaged Business Enterprise, Minority Business Enterprise, or Women's Business Enterprise utilization;or 5. there is uncompleted work (Contracting Agency or otherwise), which in the opinion ' of the Contracting Agency might hinder or prevent the prompt completion of the work bid upon;or 6. the Bidder failed to settle bills for labor or materials on past or current contracts, ' unless there are extenuating circumstances acceptable to the Contracting Agency; or 7. the Bidder has failed to complete a written public contract or has been convicted of , a crime arising from a previous public contract, unless there are extenuating circumstances acceptable to the Contracting Agency;or 8. the Bidder is unable,financially or otherwise, to perform the work, in the opinion of the Contracting Agency; or 9. there are any other reasons deemed proper by the Contracting Agency. i As evidence that the Bidder meets the bidder responsibility criteria above,the apparent two lowest Bidders must submit to the Contracting Agency within 24 hours of the bid submittal , deadline, documentation (sufficient in the sole judgment of the Contracting Agency) demonstrating compliance with all applicable responsibility criteria, including all documentation specifically listed in the supplemental criteria. The Contracting Agency , reserves the right to request such documentation from other Bidders as well,and to request further documentation as needed to assess bidder responsibility. The basis for evaluation of Bidder compliance with these supplemental criteria shall be any documents or facts obtained by Contracting Agency (whether from the Bidder or third parties) which any reasonable owner would rely on for determining such compliance, including but not limited to: (i) financial, historical, or operational data from the Bidder; (ii) information obtained directly by the Contracting Agency from owners for whom the Bidder has worked, or other public agencies or private enterprises; and (iii) any additional , information obtained by the Contracting Agency which is believed to be relevant to the matter. Rainier Avenue S(SR 167) Special Provisions ' S Grady Way to S 2nd St November 2011 SP 8 ' If the Contracting Agency determines the Bidder does not meet the bidder responsibility criteria above and is therefore not a responsible Bidder, the Contracting Agency shall notify the Bidder in writing, with the reasons for its determination. If the Bidder disagrees with this determination, it may appeal the determination within 24 hours of receipt of the Contracting Agency's determination by presenting its appeal to the Contracting Agency. The Contracting Agency will consider the appeal before issuing its final determination. If the final determination affirms that the Bidder is not responsible, the Contracting Agency will not execute a contract with any other Bidder until at least two business days after the Bidder determined to be not responsible has received the final determination. 1-02.15 Pre Award Information (October 1,2005 APWA GSP) Revise this section to read: Before awarding any contract, the Contracting Agency may require one or more of these items or actions of the apparent lowest responsible bidder: ' 1. A complete statement of the origin, composition, and manufacture of any or all materials to be used, ' 2. Samples of these materials for quality and fitness tests, 3. A progress schedule (in a form the Contracting Agency requires) showing the order ' of and time required for the various phases of the work, 4. A breakdown of costs assigned to any bid item, 5. Attendance at a conference with the Engineer or representatives of the Engineer, 6. Obtain, and furnish a copy of, a business license to do business in the city or county where the work is located. 7. A copy of State of Washington Contractor's Registration,or 8. Any other information or action taken that is deemed necessary to ensure that the ' bidder is the lowest responsible bidder. 1-03 AWARD AND EXECUTION OF CONTRACT 1-03.1 Consideration of Bids (January 23,2006 APWA GSP) Revise the first paragraph to read: After opening and reading proposals, the Contracting Agency will check them for correctness of extensions of the prices per unit and the total price. If a discrepancy exists between the price per unit and the extended amount of any bid item, the price per unit will control. If a minimum bid amount has been established for any item and the bidder's unit or lump sum price is less than the minimum specified amount, the Contracting Agency will unilaterally revise the unit or lump sum price, to the minimum specified amount and Rainier Avenue S(SR 167) Special Provisions S Grady Way to S 2 n St November 2011 SP 9 L recalculate the extension. The total of extensions, corrected where necessary, including sales taxes where applicable and such additives and/or alternates as selected by the Contracting Agency, will be used by the Contracting Agency for award purposes and to fix , the Awarded Contract Price amount and the amount of the contract bond. 1-03.3 Execution of Contract , (October 1,2005 APWA GSP) Revise this section to read: Copies of the Contract Provisions, including the unsigned Form of Contract, will be available for signature by the successful bidder on the first business day following award.The number of copies to be executed by the Contractor will be determined by the Contracting Agency. Within fourteen (14)calendar days after the award date, the successful bidder shall return the signed Contracting Agency-prepared contract, an insurance certification as required by Section 1-07.18, and a satisfactory bond as required by law and Section 1-03.4. Before execution of the contract by the Contracting Agency, the successful bidder shall provide any pre-award information the Contracting Agency may require under Section 1-02.15. Until the Contracting Agency executes a contract, no proposal shall bind the Contracting Agency nor shall any work begin within the project limits or within Contracting Agency- furnished sites.The Contractor shall bear all risks for any work begun outside such areas and for any materials ordered before the contract is executed by the Contracting Agency. , If the bidder experiences circumstances beyond their control that prevents return of the contract documents within the calendar days after the award date stated above, the ' Contracting Agency may grant up to a maximum of seven (7) additional calendar days for return of the documents, provided the Contracting Agency deems the circumstances warrant it. ' 1-03.4 Contract Bond (October 1,2005 APWA GSP) ' Revise the first paragraph to read: The successful bidder shall provide an executed contract bond for the full contract amount. This contract bond shall: 1. Be on a Contracting Agency-furnished form; ' 2. Be signed by an approved surety(or sureties)that: ' a. Is registered with the Washington State Insurance Commissioner, and b. Appears on the current Authorized Insurance List in the State of Washington published by the Office of the Insurance Commissioner, Rainier Avenue S(SR 167) Special Provisions S Grady Way to S 2°"St November 2011 SP 10 ' 3. Be conditioned upon the faithful performance of the contract by the Contractor within the prescribed time; ' 4. Guarantee that the surety shall indemnify, defend, and protect the Contracting Agency against any claim of direct or indirect loss resulting from the failure: a. Of the Contractor (or any of the employees, subcontractors, or lower tier subcontractors of the Contractor)to faithfully perform the contract,or b. Of the Contractor (or the subcontractors or lower tier subcontractors of the Contractor) to pay all laborers, mechanics, subcontractors, lower tier subcontractors, materialperson, or any other person who provides supplies or provisions for carrying out the work; 5. Be accompanied by a power of attorney for the Surety's officer empowered to sign the bond;and 6. Be signed by an officer of the Contractor empowered to sign official statements (sole proprietor or partner). If the Contractor is a corporation, the bond must be signed by the president or vice-president, unless accompanied by written proof of ' the authority of the individual signing the bond to bind the corporation (i.e., corporate resolution, power of attorney or a letter to such effect by the president or vice-president). ' 1-03.8 ESCROW BID DOCUMENTATION Section 1-03.8 is a new section: Scope and Purpose The purpose of this specification is to preserve the Contractor's bid documents for use by the City in any litigation between the City and Contractor arising out of this contract. The Contractor shall submit a legible copy of all documentation used to prepare the bid for ' this contract to a banking institution designated by the City. Such documentation shall be placed in escrow with the banking institution and preserved by that institution as specified in the following sections of this specification. rBid Documentation 1 The term "bid documentation" as used in this specification means any writings, working papers, computer printouts, charts, and any other data compilations which contain or reflect all information, data, and calculations used by the Contractor to determine the bid in ' bidding for this project. The term "bid documentation" includes but is not limited to Contractor equipment rates, Contractor overhead rates, labor rates, efficiency or productivity factors, arithmetic extensions, and quotations from subcontractors and materialmen to the extent that such rates and quotations were used by the Contractor in Rainier Avenue S(SR 167) Special Provisions S Grady Way to S 2nd St November 2011 ' SP 11 formulating and determining the amount of the bid. The term "bid documentation" also , includes any manuals which are standard to the industry used by the Contractor in determining the bid for this project. Such manuals may be included in the bid , documentation by reference. The term does not include bid documents provided by the City for use by the Contractor in bidding on this project. Submittal of Bid Documentation ' The Contractor shall submit the bid documentation to the banking institution. The bid documentation shall be submitted to the banking institution within seven calendar days after the contract for this project has been executed by the City. The bid documentation shall be submitted in a sealed container. The container shall be clearly marked "Bid ' Documentation" and shall also show on the face of the container the Contractor's name,the date of submittal,the project title,and the contract number. Affidavit The sealed container shall contain, in addition to the bid documentation, an affidavit signed under oath by an individual authorized by the Contractor to execute bidding proposals. The affidavit shall list each bid document with sufficient specificity so a comparison can be made between the list and the bid documentation to ensure that all of the bid documentation ' listed in the affidavit has been enclosed in the sealed container. The affidavit shall show that the affiant has personally examined the bid documentation and that the affidavit lists all of the documents used by the Contractor to determine the bid for this project and that all , such bid documentation has been enclosed in the sealed container. Verification The banking institution upon receipt of the sealed container shall place the container in a ' safety deposit box, vault, or other secure place, and immediately notify the City in writing that the container has been received. Upon receipt of such notice, the City will promptly ' notify the Contractor in writing that the City will open the sealed container to verify that the affidavit has been enclosed and to compare the bid documents listed in the affidavit with the bid documents enclosed in the container to ensure that all of the bid documentation has , been submitted and that the copies are legible. The notification will advise the Contractor of the date and time the container will be opened and the name of the City employee who will verify the contents of the container. The City employee verifying the contents of the , escrow container will not be involved or connected with the review, evaluation, or resolution of any claim by the Contractor made to the City in connection with the contract for which the verification was made. The Contractor may have representatives present at the opening. Supplementation , Documents listed in the affidavit but not enclosed in the sealed container through error or oversight shall be submitted in a sealed container within five calendar days after the opening of the original container. Also, any bid documentation that is illegible shall be replaced with legible copies and furnished within five calendar days after the opening of the Rainier Avenue S(SR 167) Special Provisions S Grady Way to S 2nd St November 2011 SP 12 ' ' original container. The face of the container shall show the same information as the original container except the container shall be marked "Supplemental Bid Documentation". The same procedure used in verifying the contents of the original container shall be used in verifying the contents of the supplemental submittal. Duration and Use The bid documentation and affidavit shall remain in escrow during the life of the contract ' and will be returned to the Contractor by the banking institution, provided that the Contractor has signed the final contract voucher certification and has not reserved any claims on the final contract voucher certification against the City arising out of the contract. In the event that claims against the City are reserved on the final contract voucher certification, the bid documentation and affidavit shall remain in escrow. If the claims are not resolved and litigation ensues, the City may serve a request upon the Contractor to authorize the banking institution, in writing, to release the bid documentation and affidavit in escrow to the City. The Contractor shall respond to the request within 20 days after service of the request. If the Contractor objects or does not respond to the request within 20 days after service of the request, the City may file a motion under the Civil Rules requesting the court to enter an order directing the banking institution to deliver the bid documentation and affidavit in escrow to the City. The Contractor shall respond to the ' request within the time required by the then applicable Civil Court Rules for the Superior Court of the State of Washington. If the Contractor objects or does not respond to the request within the time required by the then applicable Civil Rules, the City may file a 1 motion pursuant to such rules requesting the court to enter an order directing the banking institution to deliver the bid documentation and affidavit in escrow to the City. The banking institution shall release the bid documentation and affidavit as follows: 1. To the City upon receipt of a letter from the Contractor authorizing the release; 2. To the City upon receipt of a certified copy of a court order directing the release of ' the documents; 3. To the court for an in camera examination pursuant to a certified copy of a court order, 4. The bid documentation and affidavit shall be returned to the Contractor if litigation is not commenced within the time period prescribed by law. ' The Contractor agrees that the sealed container placed in escrow and any supplemental sealed container placed in escrow contain all of the bid documentation used to determine the bid and that no other bid documentation shall be utilized by the Contractor in litigation over claims brought by the Contractor arising out of this contract unless otherwise ordered by the court. Remedies for Refusal or Failure to Provide Bid Documentation Failure or refusal to provide bid documentation shall be deemed a material breach of this contract. The City may at its option refuse to make payment for progress estimates under Section 1-09.9 until the Contractor has submitted the bid documentation required by this specification. The City may at its option terminate the contract for default under Section 1- ' Rainier Avenue S(SR 167) Special Provisions S Grady Way to S 2nd St November 2011 SP 13 08.10. These remedies are not exclusive and the City may take such other action as is ' available to it under the law. Confidentiality of Bid Documentation The bid documentation and affidavit in escrow are and will remain the property of the ' Contractor. The City has no interest in or right to the bid documentation and affidavit other than to verify the contents and legibility of the bid documentation unless litigation ensues between the City and Contractor over claims brought by the Contractor arising out of this ' contract. In the event of such litigation, the bid documentation and affidavit may become the property of the City for use in the litigation as may be appropriate subject to the provisions of any court order limiting or restricting the use or dissemination of the bid ' documentation and affidavit as provided in the preceding section entitled Duration and Use. Cost and Escrow Instructions ' The cost of the escrow will be borne by the City. The City will provide escrow instructions to the banking institution consistent with this specification. ' 1-04 SCOPE OF WORK 1-04.2 Coordination of Contract Documents, Plans, Special Provisions, Specifications, and Addenda (October 1,2005 APWA GSP) ' Revise the second paragraph to read: Any inconsistency in the parts of the contract shall be resolved by following this order of ' precedence(e.g., 1 presiding over 2, 2 over 3, 3 over 4, and so forth): 1. Addenda, , 2. Proposal Form, 3. Special Provisions, including APWA General Special Provisions, if they are included, ' 4. Contract Plans, 5. Amendments to the Standard Specifications, ' 6. WSDOT Standard Specifications for Road, Bridge and Municipal Construction, 7. Contracting Agency's Standard Plans(if any),and 8. WSDOT Standard Plans for Road, Bridge,and Municipal Construction. (June 27, 2011 WSDOT GSP) , Section 1-03.4 is supplemented with the following: Release of Contract Bond will be 60 days following Contracting Agency Final Acceptance of ' Contract, provided following conditions are met: Rainier Avenue S(SR 167) Special Provisions S Grady Way to S 2nd St November 2011 SP 14 1. Payment to the State with respect to taxes imposed pursuant to Title 82, RCW on Contracts totaling more than $ 35,000, a release has been obtained from the ' Washington State Department of Revenue. 2. Affidavits of Wages Paid for the Contractor and all Subcontractors are on file with the Contracting Agency(RCW 39.12.040). 3. A certificate of Payment of Contributions Penalties and Interest on Public Works Contract is received from the Washington State Employment Security Department. ' 4. Washington State Department of Labor and Industries (per Section 1-07.10) shows the Contractor, Subcontractor(s) and any lower tier Subcontractor(s) are current with payments of industrial insurance and medical aid premiums. ' S. All claims,' as provided by law, filed against the Contract Bond have been resolved. 1-05 CONTROL OF WORK ' 1-05.4 Conformity With and Deviation from Plans and Stakes Roadway and Utility Surveys (April 4,2011 WSDOT GSP) Section 1-05.4 is supplemented with the following: Contractor Surveying-Roadway Copies of the Contracting Agency provided primary survey control data are available for the bidder's inspection at the office of the Project Engineer. ' The Contractor shall be responsible for setting, maintaining, and resetting all alignment stakes, slope stakes, and grades necessary for the construction of the roadbed, drainage, surfacing, paving, channelization and pavement marking, illumination and signals, guardrails and barriers, ' and signing. Except for the survey control data to be furnished by the Contracting Agency, calculations, surveying, and measuring required for setting and maintaining the necessary lines and grades shall be the Contractor's responsibility. The Contractor shall inform the Engineer when monuments are discovered that were not identified in the Plans and construction activity may disturb or damage the monuments. All monuments noted on the Plans "DO NOT DISTURB" shall be protected throughout the length of ' the project or be replaced at the Contractors expense. Detailed survey records shall be maintained, including a description of the work performed on each shift, the methods utilized, and the control points used. The record shall be adequate to allow the survey to be reproduced. A copy of each day's record shall be provided to the Engineer within three working days after the end of the shift. ' Rainier Avenue S(SR 167) Special Provisions S Grady Way to S 2nd St November 2011 ' SP 15 The meaning of words and terms used in this provision shall be as listed in "Definitions of ' Surveying and Associated Terms" current edition, published by the American Congress on Surveying and Mapping and the American Society of Civil Engineers. The survey work shall include but not be limited to the following: 1. Verify the primary horizontal and vertical control furnished by the Contracting Agency, and expand into secondary control by adding stakes and hubs as well as additional survey control needed for the project. Provide descriptions of secondary control to the , Contracting Agency. The description shall include coordinates and elevations of all secondary control points. 2. Establish, the centerlines of all alignments, by placing hubs, stakes, or marks on centerline or on offsets to centerline at all curve points (PCs, PTs, and PIS) and at points on the alignments spaced no further than 50 feet. 3. Establish clearing limits, placing stakes at all angle points and at intermediate points not more than 50 feet apart. The clearing and grubbing limits shall be 5 feet beyond the toe , of a fill and 10 feet beyond the top of a cut unless otherwise shown in the Plans. 4. Establish grading limits, placing slope stakes at centerline increments not more than 50 feet apart. Establish offset reference to all slope stakes. If Global Positioning Satellite (GPS) Machine Controls are used to provide grade control, then slope stakes may be omitted at the discretion of the Contractor 5. Establish the horizontal and vertical location of all drainage features, placing offset stakes to all drainage structures and to pipes at a horizontal interval not greater than 25 feet. ' 6. Establish roadbed and surfacing elevations by placing stakes at the top of subgrade and at the top of each course of surfacing. Subgrade and surfacing stakes shall be set at ' horizontal intervals not greater than 50 feet in tangent sections, 25 feet in curve sections with a radius less than 300 feet, and at 10-foot intervals in intersection radii with a radius less than 10 feet. Transversely, stakes shall be placed at all locations ' where the roadway slope changes and at additional points such that the transverse spacing of stakes is not more than 12 feet. If GPS Machine Controls are used to provide grade control, then roadbed and surfacing stakes may be omitted at the discretion of the Contractor. 7. Establish intermediate elevation benchmarks as needed to check work throughout the ' project. 8. Provide references for paving pins at 25-foot intervals or provide simultaneous ' surveying to establish location and elevation of paving pins as they are being placed. 9. For all other types of construction included in this provision, (including but not limited , to channelization and pavement marking, illumination and signals, guardrails and Rainier Avenue S(SR 167) Special Provisions ' S Grady Way to S 2nd St November 2011 SP 16 ' barriers, and signing) provide staking and layout as necessary to adequately locate, construct, and check the specific construction activity. 10. The Contractor shall collect additional topographic survey data as needed in order to match into existing roadways such that the transition from the new pavement to the ' existing pavement is smooth and that the pavement and ditches drain properly. If changes to the profiles or roadway sections shown in the contract Plans are needed to achieve proper smoothness and drainage where matching into existing features, the Contractor shall submit these changes to the Project Engineer for review and approval 10 days prior to the beginning of work. ' The Contractor shall provide the Contracting Agency copies of any calculations and staking data when requested by the Engineer. ' To facilitate the establishment of these lines and elevations,the Contracting Agency will provide the Contractor with primary survey control information consisting of descriptions of two primary control points used for the horizontal and vertical control, and descriptions of two additional primary control points for every additional three miles of project length. Primary control points will be described by reference to the project alignment and the coordinate system and elevation datum utilized by the project. In addition, the Contracting Agency will supply horizontal coordinates for the beginning and ending points and for each Point of Intersection (PI)on each alignment included in the project. The Contractor shall ensure a surveying accuracy within the following tolerances: Vertical Horizontal Slope stakes ±0.10 feet ±0.10 feet Subgrade grade stakes set 0.04 feet below grade ±0.01 feet ±0.5 feet ' (parallel to alignment) ±0.1 feet (normal to alignment) Stationing on roadway N/A ±0.1 feet roadway N A Alignment on g y / ±0.04 feet Surfacing grade stakes ±0.01 feet ±0.5 feet (parallel to alignment) ±0.1 feet ' (normal to alignment) Rainier Avenue S(SR 167) Special Provisions S Grady Way to S 2nd St November 2011 SP 17 �I I Roadway paving pins for ' surfacing or paving ±0.01 feet ±0.2 feet (parallel to alignment) ±0.1 feet (normal to alignment) Storm Drainage pipe ' invert elevation ±0.01 feet ±0.1 feet The Contracting Agency may spot-check the Contractor's surveying. These spot-checks will not ' change the requirements for normal checking by the Contractor. When staking roadway alignment and stationing, the Contractor shall perform independent , checks from different secondary control to ensure that the points staked are within the specified survey accuracy tolerances. The Contractor shall calculate coordinates for the alignment. The Contracting Agency will verify , these coordinates prior to issuing approval to the Contractor for commencing with the work. The Contracting Agency will require up to seven calendar days from the date the data is t received. Contract work to be performed using contractor-provided stakes shall not begin until the stakes are approved by the Contracting Agency. Such approval shall not relieve the Contractor of responsibility for the accuracy of the stakes. Stakes shall be marked in accordance with Standard Plan A10.10. When stakes are needed that are not described in the Plans, then those stakes shall be marked, at no additional cost to the Contracting Agency as ordered by the Engineer. I (******) Payment ' Payment will be made in accordance with Section 1-04.1 for the following bid items when included in the proposal: ' "Surveying", lump sum A bid item for"Surveying" is included in the bid proposal under Schedules A, B, and C. The lump sum contract price for " Surveying" shall be full pay for all labor, equipment, materials, and supervision utilized to perform the Work specified, including any resurveying, checking, ' correction of errors, replacement of missing or damaged stakes, and coordination efforts for all work in the Bid Schedule in which the item appears. All costs associated with roadway surveying, structure surveying, utility surveying, Contractor provided record drawings and cross sectioning as required by the Standard Specifications and these Special Provisions shall be measured and paid under the lump sum contract price for ' "Surveying" for each Bid Schedule and no additional payment will be made. Rainier Avenue S(SR 167) Special Provisions ' S Grady Way to S 2nd St November 2011 SP 18 , 1-05.4(1) Contractor Provided Record Drawings Section 1-05.4(1) is a new section: It shall be the Contractor's responsibility to record the location prior to the backfilling of the ' trenches, by centerline station, offset, and depth below pavement, of all existing utilities uncovered or crossed during his work as covered under this project. ' It shall be the Contractor's responsibility to have his surveyor locate by centerline station, offset and elevation each major item of work done under this Contract that differs from the Plans. After the completion of the work covered by this Contract, the Contractor's surveyor shall provide to the City the hard covered field book(s) containing the as-built notes and one set of white prints of the Plans upon which he has plotted the notes of the Contractor locating existing ' utilities, and one set of white prints of the Plans upon which he has plotted the as-built location of the new work as he recorded in the field book(s). The drawing shall bear the surveyor's seal and signature certifying their accuracy. All costs associated with Contractor provided record drawings shall be measured and paid under the lump sum contract price for "Surveying" for each Bid Schedule and no additional payment will be made. 1-05.7 Removal of Defective and Unauthorized Work ' (October 1,2005 APWA GSP) Supplement this section with the following: If the Contractor fails to remedy defective or unauthorized work within the time specified in a written notice from the Engineer, or fails to perform any part of the work required by the Contract Documents, the Engineer may correct and remedy such work as may be identified in the written notice, with Contracting Agency forces or by such other means as the Contracting Agency may deem necessary. ' If the Contractor fails to comply with a written order to remedy what the Engineer determines to be an emergency situation, the Engineer may have the defective and unauthorized work corrected immediately, have the rejected work removed and replaced, ' or have work the Contractor refuses to perform completed by using Contracting Agency or other forces.An emergency situation is any situation when, in the opinion of the Engineer,a delay in its remedy could be potentially unsafe,or might cause serious risk of loss or damage ' to the public. Direct or indirect costs incurred by the Contracting Agency attributable to correcting and ' remedying defective or unauthorized work, or work the Contractor failed or refused to perform, shall be paid by the Contractor. Payment will be deducted by the Engineer from monies due,or to become due,the Contractor.Such direct and indirect costs shall include in Rainier Avenue S(SR 167) Special Provisions I S Grady Way to S 2nd St November 2011 SP 19 particular, but without limitation, compensation for additional professional services ' required, and costs for repair and replacement of work of others destroyed or damaged by correction, removal,or replacement of the Contractor's unauthorized work. No adjustment in contract time or compensation will be allowed because of the delay in the performance of the work attributable to the exercise of the Contracting Agency's rights ' provided by this Section. The rights exercised under the provisions of this section shall not diminish the Contracting , Agency's right to pursue any other avenue for additional remedy or damages with respect to the Contractor's failure to perform the work as required. 1-05.11 Final Inspection , Delete this section and replace it with the following: ' 1-05.11 Final Inspections and Operational Testing (October 1,2005 APWA GSP) t 1-05.11(1) Substantial Completion Date When the Contractor considers the work to be substantially complete, the Contractor shall so notify the Engineer and request the Engineer establish the Substantial Completion Date. The Contractor's request shall list the specific items of work that remain to be completed in order to reach physical completion. The Engineer will schedule an inspection of the work with the Contractor to determine the status of completion.The Engineer may also establish the Substantial Completion Date unilaterally. ' If, after this inspection, the Engineer concurs with the Contractor that the work is substantially complete and ready for its intended use,the Engineer, by written notice to the ' Contractor, will set the Substantial Completion Date. If, after this inspection the Engineer does not consider the work substantially complete and ready for its intended use, the Engineer will, by written notice, so notify the Contractor giving the reasons therefore. ' Upon receipt of written notice concurring in or denying substantial completion,whichever is applicable, the Contractor shall pursue vigorously, diligently and without unauthorized , interruption, the work necessary to reach Substantial and Physical Completion. The Contractor shall provide the Engineer with a revised schedule indicating when the Contractor expects to reach substantial and physical completion of the work. , The above process shall be repeated until the Engineer establishes the Substantial Completion Date and the Contractor considers the work physically complete and ready for final inspection. ' 1-05.11(2) Final Inspection and Physical Completion Date When the Contractor considers the work physically complete and ready for final inspection, ' the Contractor by written notice, shall request the Engineer to schedule a final inspection. Rainier Avenue S(SR 167) Special Provisions S Grady Way to S 2nd St November 2011 SP 20 ' The Engineer will set a date for final inspection. The Engineer and the Contractor will then make a final inspection and the Engineer will notify the Contractor in writing of all ' particulars in which the final inspection reveals the work incomplete or unacceptable. The Contractor shall immediately take such corrective measures as are necessary to remedy the listed deficiencies. Corrective work shall be pursued vigorously, diligently, and without ' interruption until physical completion of the listed deficiencies. This process will continue until the Engineer is satisfied the listed deficiencies have been corrected. If action to correct the listed deficiencies is not initiated within 7 days after receipt of the written notice listing the deficiencies, the Engineer may, upon written notice to the Contractor, take whatever steps are necessary to correct those deficiencies pursuant to ' Section 1-05.7. The Contractor will not be allowed an extension of contract time because of a delay in the ' performance of the work attributable to the exercise of the Engineer's right hereunder. Upon correction of all deficiencies, the Engineer will notify the Contractor and the Contracting Agency, in writing, of the date upon which the work was considered physically complete. That date shall constitute the Physical Completion Date of the contract, but shall not imply acceptance of the work or that all the obligations of the Contractor under the ' contract have been fulfilled. 1-05.11(3) Operational Testing It is the intent of the Contracting Agency to have at the Physical Completion Date a complete and operable system. Therefore when the work involves the installation of machinery or other mechanical equipment; street lighting, electrical distribution or signal systems; irrigation systems; buildings; or other similar work it may be desirable for the Engineer to have the Contractor operate and test the work for a period of time after final inspection but prior to the physical completion date. Whenever items of work are listed in the Contract Provisions for operational testing they shall be fully tested under operating conditions for the time period specified to ensure their acceptability prior to the Physical ' Completion Date. During and following the test period, the Contractor shall correct any items of workmanship, materials, or equipment which prove faulty, or that are not in first class operating condition. Equipment, electrical controls, meters, or other devices and equipment to be tested during this period shall be tested under the observation of the ' Engineer, so that the Engineer may determine their suitability for the purpose for which they were installed. The Physical Completion Date cannot be established until testing and corrections have been completed to the satisfaction of the Engineer. ' The costs for power, gas, labor, material, supplies, and everything else needed to successfully complete operational testing, shall be included in the unit contract prices ' related to the system being tested, unless specifically set forth otherwise in the proposal. Operational and test periods, when required by the Engineer, shall not affect a manufacturer's guaranties or warranties furnished under the terms of the contract. ' Rainier Avenue S(SR 167) Special Provisions S Grady Way to S 2nd St November 2011 SP 21 1-05.13 Superintendents,Labor and Equipment of Contractor (March 25,2009 APWA GSP) ' Revise the seventh paragraph to read. Whenever the Contracting Agency evaluates the Contractor's qualifications pursuant to ' Section 1-02.14, it will take these performance reports into account. 1-05.14 Cooperation with Other Contractors , (March 13, 1995 WSDOT GSP) Section 1-05.14 is supplemented with the following: ' Other Contracts or Other Work It is anticipated that the following work adjacent to or within the limits of this project will be , performed by others during the course of this project and will require coordination of the work: *** Other utilities, districts, agencies, and contractors who may be working within the ' project area are: 1) Puget Sound Energy- Power, Potelco, Inc. ' 2) Puget Sound Energy—Gas, InfraSource Construction, LLC. 3) Century Link-Telecommunications ' 4) Comcast Cable-Telecommunications 5) American Traffic Solutions—Red Light Cameras ' 6) King County Metro Transit Division—Metro Bus Shelters 7) 360 Networks—Fiber Optic Lines ' 8) City of Renton-Water,Storm Sewer,Traffic Operations 9) Private contractors employed by adjacent property owners ' *** 1-05.15 Method of Serving Notices , (March 25,2009 APWA GSP) Revise the second paragraph to read: , All correspondence from the Contractor shall be directed to the Project Engineer. All correspondence from the Contractor constituting any notification, notice of protest, notice of dispute,or other correspondence constituting notification required to be furnished under the Contract, must be in paper format, hand delivered or sent via mail delivery service to the Project Engineer's office. Electronic copies such as a-mails or electronically delivered Rainier Avenue S(SR 167) Special Provisions ' S Grady Way to S 2nd St November 2011 SP 22 copies of correspondence will not constitute such notice and will not comply with the requirements of the Contract. 1-05.16 Water and Power (October 1,2005 APWA GSP) Section 1-05.16 is an added new section: The Contractor shall make necessary arrangements, and shall bear the costs for power and water necessary for the performance of the work, unless the contract includes power and water as a pay item. 1-05.17 Oral Agreements ' (October 1,2005 AWPA GSP) Section 1-05.17 is an added new section: ' No oral agreement or conversation with any officer, agent, or employee of the Contracting Agency, either before or after execution of the contract, shall affect or modify any of the terms or obligations contained in any of the documents comprising the contract. Such oral agreement or conversation shall be considered as unofficial information and in no way binding upon the Contracting Agency, unless subsequently put in writing and signed by the Contracting Agency. 1-05.18 Contractors'Daily Diary Section 1-05.18 is an added new section: The Contractor and subcontractors shall maintain and provide to Engineer a Daily Diary Record of this Work. This Diary will be created by pen entries in a hard-bound diary book of the type that is commonly available through commercial outlets. The Diary must contain the Project and Number; if the Diary is in loose-leaf form, this information must appear on every page. The ' Diary must be kept and maintained by Contractor's designated project superintendent(s). Entries must be made on a daily basis and must accurately represent all of the project activities on each day. At a minimum,the diary shall show on a daily basis: 1. The day and date. ' 2. The weather conditions, including changes throughout the day. 3. A complete description of work accomplished during the day with adequate references to the Plans and Contract Provisions so that the reader can easily and accurately identify said work in the Plans. Identify location/description of photographs or videos taken that day. 4. An entry for each and every changed condition, dispute or potential dispute, incident, accident, or occurrence of any nature whatsoever which might affect Contractor, Owner,or any third party in any manner. ' Rainier Avenue S(SR 167) Special Provisions S Grady Way to S 2""St November 2011 SP 23 5. Listing of any materials received and stored on- or off-site by Contractor for future installation,to include the manner of storage and protection of the same. 6. Listing of materials installed during each day. 7. List of all subcontractors working on-site during each day. 8. Listing of the number of Contractor's employees working during each day by category of t employment. 9. Listing of Contractor's equipment working on the site during each day. Idle equipment on the site shall be listed and designated as idle. 10. Notations to explain inspections, testing, stake-out, and all other services furnished by Owner or other party during each day. 11. Entries to verify the daily (including non-work days) inspection and maintenance of traffic control devices and condition of the traveled roadway surfaces. Contractor shall , not allow any conditions to develop that would be hazardous to the public. 12. Any other information that serves to give an accurate and complete record of the nature,quantity,and quality of Contractor's progress on each day. , 13. Plan markups showing locations and dimensions of constructed features to be used by Engineer to produce record drawings. 14. All pages of the diary must be numbered consecutively with no omissions in page numbers. 15. Each page must be signed and dated by Contractor's official representative on the 1 project. Contractor may use additional sheets separate from the diary book if necessary to provide a ' complete diary record, but they must be signed, dated, and labeled with project name and number. It is expressly agreed between Contractor and Owner that the Daily Diary maintained by Contractor shall be the "Contractor's Book of Original Entry" for the documentation of any potential claims or disputes that might arise during this Contract. Failure of Contractor to , maintain this Diary in the manner described above will constitute a waiver of any such claims or disputes by Contractor. Engineer or other Owner's representative on the job site will also complete a Daily Construction Report. All costs associated with completing and maintain the Daily Construction Report shall be considered incidental to the Contract. 1-06 CONTROL OF MATERIAL Section 1-06 is supplemented with the following: ' Rainier Avenue S(SR 167) Special Provisions S Grady Way to S 2nd St November 2011 SP 24 Buy America ' (August 2,2010 WSDOT GSP) The major quantities of steel and iron construction material that is permanently incorporated into the project shall consist of American-made materials only. Buy America does not apply to temporary steel items, e.g., temporary sheet piling, temporary bridges, steel scaffolding and falsework. Minor amounts of foreign steel and iron may be utilized in this project provided the cost of the foreign material used does not exceed one-tenth of one percent of the total contract cost or $2,500.00,whichever is greater. American-made material is defined as material having all manufacturing processes occurring domestically. To further define the coverage, a domestic product is a manufactured steel material that was produced in one of the 50 States, the District of Columbia, Puerto Rico, or in the territories and possessions of the United States. ' If domestically produced steel billets or iron ingots are exported outside of the area of coverage, as defined above,for any manufacturing process then the resulting product does not conform to the Buy America requirements. Additionally, products manufactured domestically from foreign source steel billets or iron ingots do not conform to the Buy America requirements because the initial melting and mixing of alloys to create the material occurred in a foreign country. Manufacturing begins with the initial melting and mixing, and continues through the coating stage. Any process which modifies the chemical content, the physical size or shape, or the final finish is considered a manufacturing process. The processes include rolling, extruding, machining, bending, grinding, drilling, welding, and coating. The action of applying a coating to steel or iron is deemed a manufacturing process. Coating includes epoxy coating, galvanizing, aluminizing, painting, and any other coating that protects or enhances the value of steel or iron. t Any process from the original reduction from ore to the finished product constitutes a manufacturing process for iron. Due to a nationwide waiver, Buy America does not apply to raw materials (iron ore and alloys), scrap(recycled steel or iron),and pig iron or processed, pelletized,and reduced iron ore. The following are considered to be steel manufacturing processes: 1. Production of steel by any of the following processes: a. Open hearth furnace. b. Basic oxygen. C. Electric furnace. d. Direct reduction. I 2. Rolling, heat treating,and any other similar processing. 3. Fabrication of the products. Rainier Avenue S(SR 167) Special Provisions S Grady Way to S 2""St November 2011 ' SP 25 a. Spinning wire into cable or strand. ■ b. Corrugating and rolling into culverts. C. Shop fabrication. A certification of materials origin will be required for any items comprised of, or containing, steel or iron construction materials prior to such items being incorporated into the permanent work. The certification shall be on DOT Form 350-109EF provided by the Engineer,or such other form the Contractor chooses, provided it contains the same information as DOT Form 350- 109EF. 1-06.1 Approval of Material Prior to Use 1-06.1(4) Fabrication Inspection Expense (June 27, 2011 AWPA GSP) Delete this section in its entirety. 1-07 LEGAL RELATIONS AND RESPONSIBILITIES TO THE PUBLIC 1-07.1 Laws to be Observed (October 1,2005 APWA GSP) Supplement this section with the following: In cases of conflict between different safety regulations, the more stringent regulation shall apply. The Washington State Department of Labor and Industries shall be the sole and paramount administrative agency responsible for the administration of the provisions of the Washington Industrial Safety and Health Act of 1973 (WISHA). The Contractor shall maintain at the project site office, or other well known place at the project site, all articles necessary for providing first aid to the injured. The Contractor shall establish, publish, and make known to all employees, procedures for ensuring immediate removal to a hospital, or doctor's care, persons, including employees, who may have been injured on the project site. Employees should not be permitted to work on the project site before the Contractor has established and made known procedures for removal of injured persons to a hospital or a doctor's care. The Contractor shall have sole responsibility for the safety, efficiency, and adequacy of the Contractor's plant, appliances, and methods, and for any damage or injury resulting from their failure, or improper maintenance, use, or operation. The Contractor shall be solely and completely responsible for the conditions of the project site, including safety for all persons and property in the performance of the work. This requirement shall apply continuously, and not be limited to normal working hours. The required or implied duty of the Engineer to conduct construction review of the Contractor's performance does not, and shall not, be Rainier Avenue S(SR 167) Special Provisions ' S Grady Way to S 2"'St November 2011 SP 26 ' intended to include review and adequacy of the Contractor's safety measures in, on, or near the project site. (January 5,2004 WSDOT GSP) Section 1-07.1 is supplemented with the following: Lead Health Protection Program Structural and non-structural materials located at the project site *** $$The Scotts Dry Cleaner Building may$$ *** contain lead-based products. The Contractor shall be fully responsible for the safety and health of all on-site workers and compliant with Washington Administrative Code (WAC 296-155-176). The Contractors Lead Health Protection Program shall be sent to the Contracting Agency at least 2 weeks prior to the Contractor beginning work involving exposure to lead contamination. The Contractor shall communicate with the Project Engineer to ensure a coordinated effort for providing and maintaining a safe worksite for both the Contractin g Agency's A s an d Contractor's workers. Y� Construction Requirements The Contractor shall be responsible for the containment measures required to provide and maintain a safe and healthful 'obsite for the duration of the project in accordance with all 1 P J applicable laws and this Special Provision. Payment All costs to comply with this Special Provision for the Lead Health Protection laws and regulations are the responsibility of the Contractor and shall be included in related items of work. (April 3, 2006 WSDOT GSP) Section 1-07.1 is supplemented with the following: Confined Space Confined spaces are known to exist at the following locations: *** Existing storm drainage, sanitary sewer, and other utility systems, vaults, and structures, along with all similar new construction items that meet the requirements of WAC 296-809-100. *** The Contractor shall be fully responsible for the safety and health of all on-site workers and compliant with Washington Administrative Code (WAC 296-809). The Contractor shall prepare and implement a confined space program for each of the confined spaces identified above. The Contractors Confined Space program shall be sent to the contracting agency at least 30 days prior to the Contractor beginning work in or adjacent ' Rainier Avenue S(SR 167) Special Provisions S Grady Way to S 2""St November 2011 SP 27 to the confined space. No work shall be performed in or adjacent to the confined space until the plan is submitted to the Engineer as required. The Contractor shall communicate with the Project Engineer to ensure a coordinated effort for providing and maintaining a safe worksite for both the Contracting Agency's and Contractor's workers when working in or near a confined space. All costs to prepare and implement the confined space program shall be included in the bid prices for the various items associated with the confined space work. 1-07.2 State Sales Tax (June 27,2011 APWA GSP) Delete this section, including sub-sections, in its entirety and replace it with the following: 1-07.2 State Sales Tax The Washington State Department of Revenue has issued special rules on the State sales tax. Sections 1-07.2(1) through 1-07.2(3) are meant to clarify those rules. The Contractor should contact the Washington State Department of Revenue for answers to questions in this area. The Contracting Agency will not adjust its payment if the Contractor bases a bid on a misunderstood tax liability. The Contractor shall include all Contractor-paid taxes in the unit bid prices or other contract amounts. In some cases, however, state retail sales tax will not be included. Section 1-07.2(2) describes this exception. The Contracting Agency will pay the retained percentage (or release the Contract Bond if a FHWA-funded Project) only if the Contractor has obtained from the Washington State Department of Revenue a certificate showing that all contract-related taxes have been paid (RCW 60.28.051). The Contracting Agency may deduct from its payments to the Contractor any amount the Contractor may owe the Washington State Department of Revenue, whether the amount owed relates to this contract or not. Any amount so deducted will be paid into the proper State fund. 1-07.2(1) State Sales Tax—Rule 171 WAC 458-20-171, and its related rules, apply to building, repairing, or improving streets, roads, etc., which are owned by a municipal corporation, or political subdivision of the state, or by the United States, and which are used primarily for foot or vehicular traffic. This includes storm or combined sewer systems within and included as a part of the street or road drainage system and power lines when such are part of the roadway lighting system. For work performed in such cases, the Contractor shall include Washington State Retail Sales Taxes in the various unit bid item prices, or other contract amounts, including those that the Contractor pays on the purchase of the materials,equipment,or supplies used or consumed in doing the work. Rainier Avenue S(SR 167) Special Provisions S Grady Way to S 2""St November 2011 SP 28 1-07.2(2) State Sales Tax— Rule 170 WAC 458-20-170,and its related rules,apply to the constructing and repairing of new or existing buildings, or other structures, upon real property. This includes, but is not limited to, the construction of streets, roads, highways, etc., owned by the state of Washington; water mains and their appurtenances; sanitary sewers and sewage disposal systems unless such sewers and disposal systems are within, and a part of, a street or road drainage system; telephone, telegraph, electrical power distribution lines, or other conduits or lines in or above streets or roads, unless such power lines become a part of a street or road lighting system; and installing or attaching of any article of tangible personal property in or to real property, whether or not such personal property becomes a part of the realty by virtue of installation. For work performed in such cases, the Contractor shall collect from the Contracting Agency, retail sales tax on the full contract price. The Contracting Agency will automatically add this sales tax to each payment to the Contractor. For this reason, the Contractor shall not include the retail sales tax in the unit bid item prices, or in any other contract amount subject to Rule 170,with the following exception. Exception: The Contracting Agency will not add in sales tax for a payment the Contractor or a subcontractor makes on the purchase or rental of tools, machinery, equipment, or consumable supplies not integrated into the project. Such sales taxes shall be included in the unit bid item prices or in any other contract amount. 1-07.2(3) Services The Contractor shall not collect retail sales tax from the Contracting Agency on any contract wholly for professional or other services (as defined in Washington State Department of Revenue Rules 138 and 244). 1-07.5 Environmental Regulations Section 1-07.5 is supplemented with the following: (September 20,2010 WSDOT GSP) Environmental Commitments The following Provisions summarize the requirements, in addition to those required elsewhere in the Contract, imposed upon the Contracting Agency by the various documents referenced in the Special Provision PERMITS AND LICENSES. Throughout the work, the ' Contractor shall comply with the following requirements: (August 3, 2009 WSDOT GSP) The intentional bypass of stormwater from all or any portion of a stormwater treatment system is prohibited without the approval of the Engineer. (August 3,2009 WSDOT GSP) ' Rainier Avenue S(SR 167) Special Provisions S Grady Way to S 2""St November 2011 r SP 29 No Contractor staging areas will be allowed within *** $$ 300$$ *** feet of any waters of the State including wetlands. (August 3,2009 WSDOT GSP) Payment All costs to comply with this special provision for the environmental commitments and requirements are incidental to the contract and are the responsibility of the Contractor. The Contractor shall include all related costs in the associated bid prices of the contract. 1-07.6 Permits and Licenses (September 20,2010 WSDOT GSP) Section 1-07.6 is supplemented with the following: The Contracting Agency has obtained the below-listed permit(s) for this project. A copy of the permit(s) is attached as an appendix for informational purposes. All contacts with the permitting agency concerning the below-listed permit(s) shall be through the Engineer. The Contractor shall obtain additional permits as necessary. All costs to obtain and comply with additional permits shall be included in the applicable bid items for the work involved. Copies of these permits are required to be onsite at all times. *** The City has obtained a noise variance for the project. The Contractor shall comply with all requirements of the noise variance as described in Section 1-08.0(2) of these Special Provisions. *** Section 1-07.6 is supplemented with the.following: pp e The Contractor shall obtain the all other required permits, which includes but is not limited to the following: Construction Stormwater General Permit The Contractor shall submit a Notice Of Intent (NOI) Application to the Department of Ecology for coverage under the Construction Stormwater General Permit (NPDES and State Waste Discharge General Permit for Stormwater Discharges Associated with Construction Activity). The City has completed a draft application and completed the public notice requirements of the permit. Copies of this information will be provided at the time of award.The Contractor shall be considered the operator of the construction site as described in the permit, and shall file the notice as required in the permit. Note the NOI must be submitted 60 days prior to discharging stormwater from the project. A copy of the NOI shall be sent to the Engineer. See section 8-01 for related SWPP and stormwater monitoring requirements. An informational copy of a sample Construction Stormwater General Permit is included in Appendix G. Payment for obtaining the permit is included in the lump sum contract price for'Stormwater Pollution Prevention Plan (SWPPP) as described in Section 8- 01. Rainier Avenue S(SR 167) Special Provisions ' S Grady Way to S 2n°St November 2011 SP 30 J Industrial Waste Discharge Permit (Addendum No. 2) The Contractor shall complete application and obtain an Industrial Waste Discharge Permit from King County to allow discharge of contaminated groundwater and/or temporary construction dewatering to the sanitary sewer. Information regarding permitting for temporary construction dewatering can be found at the following link: http://www.kingcounty.gov/environment/wastewater lndustria[Waste/GettineDischareeAp proval/Construction.asox Information regarding permittin for contaminated groundwater can be found at the following link: h_ttp://www.kinecounty.gov/environment/wastewater/IndustrialWaste/GettineDischareeAp proval/Groundwater.aspx The Contractor shall coordinate with King County and the City of Renton to provide the necessary information to obtain the discharge permit. The City of Renton contact is Dave Christensen (425.430.7212). The City of Renton requires that discharge to sanitary sewer be metered to determine appropriate fees. Fees payable to the City of Renton and/or King County to obtain the permit and for discharge of dewatering and/or contaminated groundwater to the sanitary sewer will be reimbursed at actual cost under the lump sum item 'Industrial Waste Discharge Permit � Fees'. Any labor, materials,or equipment necessary to prepare the necessary application to obtain the permit and coordinate necessary inspections,testing, reporting,and approval shall be included in the lump sum price bid for'Dewatering' as described in Section 7-08 and shall not be reimbursable under the item 'Industrial Waste Discharge Permit Fees'. Payment for required storage,testing, and reporting associated with the contaminated groundwater discharge activities will be by the force account item for'Contaminated Groundwater Treatment'as described in Section 2-05. For the purpose of providing a common proposal,and for that purpose only,the Contracting Agency has estimated the cost of permit fees and has arbitrarily entered that amount in the bid proposal to become part of the total bid by the Contractor. Electrical Permit (Addendum No. 2) The Contractor will be responsible for coordinating,obtaining, and paying for all permits, including electrical service applications, necessary to complete this work in a timely fashion. All required electrical permits shall be obtained before beginning trench excavation. See Appendix J for Electrical Permit Application. Rainier Avenue S(SR 167) Special Provisions S Grady Way to S 2nd St November 2011 SP 31 1-07.7 Load Limits (March 13, 1995 WSDOT GSP) Section 1-07.7 is supplemented with the following: If the sources of materials provided by the Contractor necessitates hauling over roads other than State Highways, the Contractor shall, at the Contractor's expense, make all arrangements for the use of the haul routes. 1-07.9 Wages 1-07.9(1) General (May 11,2010 WSDOT GSP) Section 1-07.9(1)is supplemented with the following: The Federal wage rates incorporated in this contract have been established by the Secretary , of Labor under United States Department of Labor General Decision No.WA100001. The State rates incorporated in this contract are applicable to all construction activities associated with this contract. 1-07.9(1) General (April 2,2007 WSDSOT GSP) Section 1-07.9(1) is supplemented with the following. Application of Wage Rates For The Occupation Of Landscape Construction State prevailing wage rates for public works contracts are included in this contract and show a separate listing for the occupation: Landscape Construction, which includes several different occupation descriptions such as: Irrigation and Landscape Plumbers, Irrigation and Landscape Power Equipment Operators, and Landscaping or Planting Laborers. In addition, federal wage rates that are included in this contract may also include occupation descriptions in Federal Occupational groups for work also specifically identified with landscaping such as: Laborers with the occupation description, Landscaping or Planting,or r Power Equipment Operators with the occupation description, Mulch Seeding Operator. If Federal wage rates include one or more rates specified as applicable to landscaping work, then Federal wage rates for all occupation descriptions, specific or general, must be considered Rainier Avenue S(SR 167) Special Provisions S Grady Way to S 2nd St November 2011 SP 32 J and compared with corresponding State wage rates. The higher wage rate, either State or Federal, becomes the minimum wage rate for the work performed in that occupation. Contractors are responsible for determining the appropriate crafts necessary to perform the contract work. If a classification considered necessary for performance of the work is missing from the Federal Wage Determination applicable to the contract, the Contractor shall initiate a request for approval of a proposed wage and benefit rate. The Contractor shall prepare and submit Standard Form 1444, Request for Authorization of Additional Classification and Wage Rate available at htta://www.wdol.eov/docs/sfl444.pdf, and submit the completed form to the Project Engineer's office. The presence of a classification wage on the Washington State Prevailing Wage Rates For Public Works Contracts does not exempt the use of form 1444 for the purpose of determining a federal classification wage rate. 1-07.9(5) Required Documents (January 24,2011 APWA GSP) Supplement this section with the following: The Contractor or subcontractor directly contracting for "Off-Site, Prefabricated, Non- Standard, Project Specific Items" as defined below shall identify and report information required on the addendum to the "Affidavit of Wages Paid" form filed with the Department of Labor and Industries [form F700-164-000]. The Contractor shall include language in its subcontracts requiring subcontractors and lower-tier subcontractors to comply with the reporting requirements for"Off-Site, Prefabricated, Non-Standard, Project Specific Item" on the Affidavit of Wages Paid form addendum. The reporting requirement for Items shall apply for all public works contracts estimated to cost over $1 million entered into by the Contracting Agency and Contractor between September 1, 2010 through December 31, 2013. "Off-site, prefabricated, nonstandard, project specific items" means products or items that are: 1. Made primarily of architectural or structural precast concrete,fabricated steel, pipe and pipe systems,or sheet metal and sheet metal duct work; and 2. Produced specifically for this Project and not considered to be regularly available shelf items; and 3. Produced or manufactured by labor expended to assemble or modify standard items;and 4. Produced at an off-site location outside the State of Washington. The Contractor or subcontractor shall comply with the reporting requirements and instructions on the Affidavit of Wages Paid form, and shall report the following information on the Affidavit of Wages Paid form submitted to the Department of Labor and Industries in order to comply with the reporting requirements for use of "Off-Site, Prefabricated, Non- Standard, Project Specific" items: Rainier Avenue S(SR 167) Special Provisions S Grady Way to S 2nd St November 2011 SP 33 1. The estimated cost of the project; 2. The name of the Contracting Agency and the project title; 3. The contract value of the off-site, prefabricated, nonstandard, project specific items produced outside of Washington State, including labor and materials; and 4. The name, address, and federal employer identification number of the contractor that produced the off-site, prefabricated, nonstandard, project specific items. The Contracting Agency may direct the Contractor, at no additional cost to the Contracting Agency, to remove and substitute any subcontractor(s) found to be out of compliance with the "Off-Site Prefabricated Non-Standard Project Specific Items" reporting requirements more than one time as determined by the Department of Labor and Industries. 1-07.11 Requirements for Nondiscrimination (WSDOT GSP January 3, 2011) Section 1-07.11 is supplemented with the following: Requirement For Affirmative Action to Ensure Equal Employment Opportunity (Executive Order 11246 1. The Contractor's attention is called to the Equal Opportunity Clause and the Standard Federal Equal Employment Opportunity Construction Contract Specifications set forth herein. 2. The goals and timetables for minority and female participation set by the Office of Federal Contract Compliance Programs, expressed in percentage terms for the Contractor's aggregate work force in each construction craft and in each trade on all construction work in the covered area,are as follows: Women-Statewide Timetable Goal Until further notice 6.9% Minorities-by Standard Metropolitan Statistical Area(SMSA) Spokane,WA: SMSA Counties: Spokane,WA 2.8 WA Spokane. Non-SMSA Counties 3.0 WA Adams; WA Asotin; WA Columbia; WA Ferry; WA Garfield; WA Lincoln,WA Pend Oreille;WA Stevens;WA Whitman. Richland,WA SMSA Counties: Richland Kennewick,WA 5.4 WA Benton; WA Franklin. Rainier Avenue S(SR 167) Special Provisions S Grady Way to S 2nd St November 2011 SP 34 J Non-SMSA Counties 3.6 WA Walla Walla. Yakima,WA: SMSA Counties: Yakima,WA 9.7 WA Yakima. Non-SMSA Counties 7.2 WA Chelan;WA Douglas;WA Grant;WA Kittitas;WA Okanogan. Seattle,WA: SMSA Counties: Seattle Everett,WA 7.2 WA King;WA Snohomish. Tacoma,WA 6.2 WA Pierce. Non-SMSA Counties 6.1 WA Clallam;WA Grays Harbor; WA Island; WA Jefferson; WA Kitsap; WA Lewis; WA Mason; WA Pacific; WA San Juan; WA Skagit; WA Thurston; WA Whatcom. Portland, OR: SMSA Counties: Portland, OR-WA 4.5 WA Clark. Non-SMSA Counties 3.8 WA Cowlitz; WA Klickitat; WA Skamania; WA Wahkiakum. These oals area applicable to each nonexempt Contractor's total on-site construction workforce g PP P , regardless of whether or not part of that workforce is performing work on a Federal, or federally assisted project, contract, or subcontract until further notice. Compliance with these goals and time tables is enforced by the Office of Federal Contract compliance Programs. The Contractor's compliance with the Executive Order and the regulations in 41 CFR Part 60-4 shall be based on its implementation of the Equal Opportunity Clause, specific affirmative action obligations required by the specifications set forth in 41 CFR 60-4.3(a), and its efforts to meet the goals. The hours of minority and female employment and training must be substantially uniform throughout the length of the contract, in each construction craft and in each trade, and the Contractor shall make a good faith effort to employ minorities and women evenly on each of its projects. The transfer of minority or female employees or trainees from Contractor to Contractor or from project to project for the sole purpose of meeting the Contractor's goal shall be a violation of the contract, the Executive Order and the regulations in 41 CFR Part 60-4. Compliance with the goals will be measured against the total work hours performed. 3. The Contractor shall provide written notification to the Office of Federal Contract Compliance Programs(OFCCP) within 10 working days of award of any construction subcontract in excess of$10,000 or more that are Federally funded, at any tier for construction work under the contract resulting from this solicitation. The notification shall list the name, address and Rainier Avenue S(SR 167) Special Provisions S Grady Way to S 2""St November 2011 SP 35 telephone number of the Subcontractor; employer identification number of the Subcontractor; estimated dollar amount of the subcontract; estimated starting and completion dates of the subcontract; and the geographical area in which the contract is to be performed. The notification shall be sent to: District Director U.S. Department of Labor Office of Federal Contract Compliance Programs Seattle District Office 1111 Third Avenue, Suite 745 Seattle,WA 98101-3212 Additional information may be found at the U.S. Department of Labor website: http://www.dol.gov/ofccp/TAguides/ctaguide.htm 4. As used in this Notice, and in the contract resulting from this solicitation, the Covered Area is as designated herein. Standard Federal Eaual Employment Opportunity Construction Contract Specifications ' Executive Order 11246) 1. As used in these specifications: a. Covered Area means the geographical area described in the solicitation from which this contract resulted; b. Director means Director, Office of Federal Contract Compliance Programs, United States Department of Labor,or any person to whom the Director delegates authority; c. Employer Identification Number means the Federal Social Security number used on the Employer's Quarterly Federal Tax Return, U.S.Treasury Department Form 941; d. Minority includes: (1) Black,a person having origins in any of the Black Racial Groups of Africa. (2) Hispanic, a fluent Spanish speaking, Spanish surnamed person of Mexican, Puerto Rican,Cuban,Central American,South American,or other Spanish origin. (3) Asian or Pacific Islander, a person having origins in any of the original peoples of the Pacific rim or the Pacific Islands,the Hawaiian Islands and Samoa. (4) American Indian or Alaskan Native, a person having origins in any of the original peoples of North America, and who maintain cultural identification through tribal affiliation or community recognition. 2. Whenever the Contractor, or any Subcontractor at any tier, subcontracts a portion of the work involving any construction trade, it shall physically include in each subcontract in excess of $10,000 the provisions of these specifications and the Notice which contains the Rainier Avenue S(SR 167) Special Provisions S Grady Way to S 2nd St November 2011 SP 36 applicable goals for minority and female participation and which is set forth in the solicitations from which this contract resulted. 3. If the Contractor is participating (pursuant to 41 CFR 60-4.5) in a Hometown Plan approved by the U.S. Department of Labor in the covered area either individually or through an association, its affirmative action obligations on all work in the Plan area (including goals and timetables) shall be in accordance with that Plan for those trades which have unions participating in the Plan. Contractors must be able to demonstrate their participation in and compliance with the provisions of any such Hometown Plan. Each Contractor or Subcontractor participating in an approved Plan is individually required to comply with its obligations under the EEO clause, and to make a good faith effort to achieve each goal under the Plan in each trade in which it has employees. The overall good faith performance by other Contractors or Subcontractors toward a goal in an approved Plan does not excuse any covered Contractor's or Subcontractor's failure to take good faith effort to achieve the Plan goals and timetables. r4. The Contractor shall implement the specific affirmative action standards provided in paragraphs 7a through 7p of this Special Provision. The goals set forth in the solicitation from which this contract resulted are expressed as percentages of the total hours of employment and training of minority and female utilization the Contractor should reasonably be able to achieve in each construction trade in which it has employees in the covered area. Covered construction contractors performing construction work in geographical areas where they do not have a Federal or federally assisted construction contract shall apply the minority and female goals established for the geographical area where the work is being performed. The Contractor is expected to make substantially uniform progress in meeting its goals in each craft during the period specified. 5. Neither the provisions of any collective bargaining agreement, nor the failure by a union with whom the Contractor has a collective bargaining agreement, to refer either minorities or women shall excuse the Contractor's obligations under these specifications, Executive Order 11246,or the regulations promulgated pursuant thereto. 6. In order for the nonworking training hours of apprentices and trainees to be counted in meeting the goals, such apprentices and trainees must be employed by the Contractor during the training period, and the Contractor must have made a commitment to employ the apprentices and trainees at the completion of their training, subject to the availability of employment opportunities. Trainees must be trained pursuant to training programs approved by the U.S. Department of Labor. 7. The Contractor shall take specific affirmative actions to ensure equal employment opportunity. The evaluation of the Contractor's compliance with these specifications shall be based upon its effort to achieve maximum results from its action. The Contractor shall document these efforts fully, and shall implement affirmative action steps at least as extensive as the following: a. Ensure and maintain a working environment free of harassment, intimidation, and coercion at all sites, and in all facilities at which the Contractor's employees are assigned to work. The Contractor, where possible, will assign two or more women to each construction project. The Contractor shall specifically ensure that all foremen, superintendents, and Rainier Avenue S(SR 167) Special Provisions S Grady Way to S 2nd St November 2011 SP 37 1 other on-site supervisory personnel are aware of and carry out the Contractor's obligation to maintain such a working environment, with specific attention to minority or female individuals working at such sites or in such facilities. b. Establish and maintain a current list of minority and female recruitment sources, provide written notification to minority and female recruitment sources and to community organizations when the Contractor or its unions have employment opportunities available, and maintain a record of the organizations' responses. c. Maintain a current file of the names, addresses and telephone numbers of each minority and female off-the-street applicant and minority or female referral from a union, a recruitment source or community organization and of what action was taken with respect to each such individual. If such individual was sent to the union hiring hall for referral and was not referred back to the Contractor by the union or, if referred, not employed by the Contractor, this shall be documented in the file with the reason therefor, along with whatever additional actions the Contractor may have taken. d. Provide immediate written notification to the Director when the union or unions with which the Contractor has a collective bargaining agreement has not referred to the Contractor a minority person or woman sent by the Contractor, or when the Contractor has other information that the union referral process has impeded the Contractor's efforts to meet its obligations. e. Develop on-the-job training opportunity and/or participate in training programs for the area which expressly include minorities and women, including upgrading programs and apprenticeship and trainee programs relevant to the Contractor's employment needs, especially those programs funded or approved by the U.S. Department of Labor. The Contractor shall provide notice of these programs to the sources compiled under 7b above. f. Disseminate the Contractor's EEO policy by providing notice of the policy to unions and training programs and requesting their cooperation in assisting the Contractor in meeting its EEO obligations; by including it in any policy manual and collective bargaining agreement; by publicizing it in the company newspaper, annual report, etc.; by specific review of the policy with all management personnel and with all minority and female employees at least once a year; and by posting the company EEO policy on bulletin boards accessible to all employees at each location where construction work is performed. g. Review, at least annually, the company's EEO policy and affirmative action obligations under these specifications with all employees having any responsibility for hiring, assignment, layoff, termination or other employment decisions including specific review of these items with on-site supervisory personnel such as Superintendents, General Foremen, etc., prior to the initiation of construction work at any job site. A written record shall be made and maintained identifying the time and place of these meetings, persons attending, subject matter discussed,and disposition of the subject matter. h. Disseminate the Contractor's EEO policy externally by including it in any advertising in the news media, specifically including minority and female news media, and providing Rainier Avenue S(SR 167) Special Provisions S Grady Way to S 2nd St November 2011 SP 38 written notification to and discussing the Contractor's EEO policy with other Contractors and Subcontractors with whom the Contractor does or anticipates doing business. L Direct its recruitment efforts, both oral and written to minority, female and community organizations, to schools with minority and female students and to minority and female recruitment and training organizations serving the Contractor's recruitment area and employment needs. Not later than one month prior to the date for the acceptance of applications for apprenticeship or other training by any recruitment source, the Contractor shall send written notification to organizations such as the above, describing the openings, screening procedures,and tests to be used in the selection process. j. Encourage present minority and female employees to recruit other minority persons and women and where reasonable, provide after school, summer and vacation employment to minority and female youth both on the site and in other areas of a Contractor's work force. k. Validate all tests and other selection requirements where there is an obligation to do so under 41 CFR Part 60-3. I. Conduct, at least annually, an inventory and evaluation of all minority and female personnel for promotional opportunities and encourage these employees to seek or to prepare for,through appropriate training,etc.,such opportunities. m. Ensure that seniority practices, job classifications, work assignments and other personnel practices, do not have a discriminatory effect by continually monitoring all personnel and employment related activities to ensure that the EEO policy and the Contractor's obligations under these specifications are being carried out. n. Ensure that all facilities and company activities are nonsegregated except that separate or single-user toilet and necessary changing facilities shall be provided to assure privacy between the sexes. o. Document and maintain a record of all solicitations of offers for subcontracts from minority and female construction contractors and suppliers, including circulation of solicitations to minority and female contractor associations and other business associations. p. Conduct a review, at least annually, of all supervisors' adherence to and performance under the Contractor's EEO policies and affirmative action obligations. 8. Contractors are encouraged to participate in voluntary associations which assist in fulfilling one or more of their affirmative action obligations (7a through 7p). The efforts of a contractor association, joint contractor-union, contractor-community, or other similar group of which the Contractor is a member and participant, may be asserted as fulfilling any one or more of the obligations under 7a through 7p of this Special Provision provided that the Contractor actively participates in the group, makes every effort to assure that the group has a positive impact on the employment of minorities and women in the industry, ensure that the concrete benefits of the program are reflected in the Contractor's minority and female work-force participation, makes a good faith effort to meet its individual goals and timetables, and can Rainier Avenue S(SR 167) Special Provisions S Grady Way to S 2nd St November 2011 SP 39 I provide access to documentation which demonstrate the effectiveness of actions taken on behalf of the Contractor. The obligation to comply, however, is the Contractor's and failure of such a group to fulfill an obligation shall not be a defense for the Contractor's noncompliance. 9. A single goal for minorities and a separate single goal for women have been established. The Contractor, however, is required to provide equal employment opportunity and to take affirmative action for all minority groups, both male and female, and all women, both minority and non-minority. Consequently, the Contractor may be in violation of the Executive Order if a particular group is employed in substantially disparate manner (for example, even though the Contractor has achieved its goals for women generally,the Contractor may be in violation of the Executive Order if a specific minority group of women is underutilized). 10. The Contractor shall not use the goals and timetables or affirmative action standards to discriminate against any person because of race, color, religion,sex,or national origin. 11. The Contractor shall not enter into any subcontract with any person or firm debarred from Government contracts pursuant to Executive Order 11246. 12. The Contractor shall carry out such sanctions and penalties for violation of these specifications and of the Equal Opportunity Clause, including suspensions, terminations and cancellations of existing subcontracts as may be imposed or ordered pursuant to Executive Order 11246, as amended, and its implementing regulations by the Office of Federal Contract Compliance Programs. Any Contractor who fails to carry out such sanctions and penalties shall be in violation of these specifications and Executive Order 11246,as amended. 13. The Contractor, in fulfilling its obligations under these specifications, shall implement specific affirmative action steps,at least as extensive as those standards prescribed in paragraph 7 of this Special Provision, so as to achieve maximum results from its efforts to ensure equal employment opportunity. If the Contractor fails to comply with the requirements of the Executive Order, the implementing regulations, or these specifications, the Director shall proceed in accordance with 41 CFR 60-4.8. 14. The Contractor shall designate a responsible official to monitor all employment related activity to ensure that the company EEO policy is being carried out,to submit reports relating to the provisions hereof as may be required by the government and to keep records. Records shall at least include, for each employee, their name, address, telephone numbers, construction trade, union affiliation if any, employee identification number when assigned, social security number, race, sex, status (e.g., mechanic, apprentice, trainee, helper, or laborer), dates of changes in status, hours worked per week in the indicated trade, rate of pay, and locations at which the work was performed. Records shall be maintained in an easily understandable and retrievable form; however, to the degree that existing records satisfy this requirement, the Contractors will not be required to maintain separate records. 15. Nothing herein provided shall be construed as a limitation upon the application of other laws which establish different standards of compliance or upon the application of requirements for the hiring of local or other area residents (e.g., those under the Public Works Employment Act of 1977 and the Community Development Block Grant Program). Rainier Avenue S(SR 167) Special Provisions S Grady Way to S 2nd St November 2011 SP 40 16. Additional assistance for Federal Construction Contractors on contracts administered by Washington State Department of Transportation or by Local Agencies may be found at: Washington State Dept.of Transportation Office of Equal Opportunity PO Box 47314 310 Maple Park Ave.SE Olympia WA 98504-7314 Ph:360-705-7090 Fax: 360-705-6801 http://www.wsdot.wa.gov/equalopportunity/default.htm 1-07.11 Requirements for Nondiscrimination (WSDOT GSP July 11,2011) Section 1-07.11 is supplemented with the following: Disadvantaged Business Enterprise Condition of Award Participation The Disadvantaged Business Enterprise (DBE) requirements of 49 CFR Part 26 applies to this Contract. Demonstrating goal achievement as described in these specifications is a Condition of Award (COA) of this Contract. Failure to comply with the requirements of this specification will result in your bid being found to be nonresponsive and will be rejected. DBE Condition of Award(COA)Goal The Contracting Agency has established a Condition of Award Contract goal in the amount of: *** $$ 19%$$ *** DBE Eligibility/Selection of DBEs A Directory of Certified DBE Firms denoting the Work the DBE Contractors are certified to perform is available at: www.omwbe.wa.gov/certification/index.shtml. The directory provides a plain language of Description of Work that the listed DBE's have been certified by the Office of Minority and Women's Business Enterprises(OMWBE)to perform. The Bidder shall use the Directory of Certified DBE Firms to determine if a DBE is certified to perform Work as described on the Disadvantaged Business Enterprise Utilization Certification form # 272-056 EF(see form instructions)and therefore qualifies for credit towards the COA goal. Crediting DBE Participation Joint Venture Rainier Avenue S(SR 167) Special Provisions S Grady Way to S 2nd St November 2011 SP 41 When a DBE performs as a participant in a joint venture, only that portion of the total dollar value of the Contract equal to the distinct, clearly defined portion of the Work that the DBE performs with its own forces shall be credited. DBE Prime Contractor A DBE prime Contractor may only take credit for that portion of the total dollar value of the Contract equal to the distinct, clearly defined portion of the Work that the DBE Prime performs with its own forces. DBE Subcontractor When a DBE firm participates as a Subcontractor only that portion of the total dollar value of the Contract equal to the distinct, clearly defined portion of the Work that the DBE performs with its own forces shall be credited. • Include the cost of supplies and materials obtained by the DBE for the Work in the Contract including supplies purchased or equipment leased by the DBE. o However, you may not take credit for supplies, materials, and equipment the DBE Subcontractor purchases or leases from the prime Contractor or its affiliate. In addition, Work performed by a DBE, utilizing resources of the prime Contractor or its affiliates shall not be credited. • In very rare situations, a DBE firm may utilize equipment and or personnel from a non-DBE firm other than the prime Contractor or its affiliates. Should this situation arise the arrangement must be short-term and have prior written approval from the Contracting Agency. • Count the entire value of fees or commissions charged by a DBE firm for providing a bona fide service, such as professional,technical,consultant, managerial services,or for providing bonds or insurance. • When a DBE subcontracts to another firm,the value of the subcontracted Work may be counted as participation only if the DBE's lower tier Subcontractor is also a DBE. Work that a DBE subcontracts to a non-DBE firm does not count toward DBE goals. • When non-DBE Subcontractor further subcontracts to a lower-tier Subcontractor or supplier who is a certified DBE,then that portion of the Work further subcontracted may be credited as DBE participation, so long as it is a distinct clearly defined portion of the Work that the DBE is certified to perform and performing with its own forces. Trucking r Rainier Avenue S(SR 167) Special Provisions S Grady Way to S 2nd St November 2011 SP 42 i Use the following factors in determining whether a DBE trucking company is performing a commercially useful function: 1. The DBE must be responsible for the management and supervision of the entire trucking operation for which credit is being claimed. 2. The DBE must itself own and,with its own workforce, operate at least one fully licensed, insured,and operational truck used on the Contract. 3. The DBE receives credit only for the value of the transportation services it provides on the Contract using trucks it owns or leases, licenses, insures, and operates with drivers it employs. For purposes of this requirement #3 a lease must indicate that the DBE has exclusive use of and control over the truck. This does not preclude the leased truck from working for others provided it is with the consent of the DBE and the lease provides the DBE first priority for use of the leased truck. Leased trucks must display the name and identification number of the DBE. 4. The DBE may lease trucks from another DBE firm including an owner-operator provided they are certified as a DBE for trucking. The DBE who leases trucks from another DBE may claim participation for the total value of the transportation services the lessee DBE provides on the Contract. 5. The DBE may also lease trucks from a non-DBE firm and may enter into an agreement with an owner-operator who is a non-DBE. Provided the DBE shall only receive credit for the number of additional non-DBE trucks equal or less than the number of DBE trucks the firms owns or has leased/subcontracted through another DBE trucking company. 6. In any lease or owner-operator situation, as described in requirement#4 and #5 above, the following rules shall apply: a. A written lease/rental agreement is required for all trucks leased or rented; documenting the ownership and the terms of the agreement. The agreements must be submitted and approved by the Contracting Agency prior to the beginning of the Work. The agreement must show the leaser's name, truck description and agreed upon amount and method of payment(hour,ton, or per load). All lease agreements shall be for a long-term relationship, rather than for the individual project. (This requirement does not apply to owner-operator arrangements.) 1 b. Only the vehicle, (not the operator) may be leased or rented. (This requirement does not apply to owner-operator arrangements.) 7. Credit may only be claimed for DBE trucking firms operating under a subcontract or a written agreement approved by the Contracting Agency prior to performing Work. Expenditures paid to other DBEs Rainier Avenue S(SR 167) Special Provisions S Grady Way to S 2nd St November 2011 SP 43 ' 1 Expenditures paid to other DBEs for materials or supplies may be counted toward DBE goals as provided in the following: Manufacturer You may claim DBE credit for 100 percent of value of the materials or supplies obtained from a DBE manufacturer. A manufacturer is defined as a firm that operates or maintains a factory or establishment that produces, on the premises, the materials, supplies, articles, or equipment required under the Contract. In order to receive credit as a DBE manufacturer, the firm must have received an "on-site" f' review and been approved by WSDOT-OEO to operate as a DBE Manufacturing firm prior to, Bid opening on any USDOT federally-assisted Contract. Use of a DBE manufacturer that has not received an on-site review and approval by WSDOT-OEO prior to Bid opening will result in the Bid being declared non-responsive. To schedule a review, the manufacturing firm must submit a written request to WSDOT/OEO and may not receive credit towards DBE participation until the completion of the review. Once the Office of Equal Opportunity has received the request, an onsite will be set up with the firm and a review will be conducted to determine the requesting firm's qualifications. If it is determined that the firm qualifies as a "Manufacturer" the Office of Equal Opportunity will list the firm on an Approved Manufacturers List which will be maintained by the Office of Equal Opportunity. The Office of Equal Opportunity Home website address is: www.wsdot.wa.gov/equalopportunity. Approved firms will be required to be re-approved on an annual basis. Note: Requests to be listed as a Manufacturer will only be processed if the requesting firm is certified by the Office of Minority and Women's Business Enterprises with NAICS codes that fall within the 31XXXX to 33XXXX NAICS Manufacturers code sections. Regular Dealer You may claim credit for 60 percent of the value of the materials or supplies purchased from a DBE regular dealer. Rules applicable to regular dealer status are contained in 49 CFR Part 26.55.e.2. To be considered a regular dealer you must meet the following criteria: 1. WSDOT considers and recognizes a Regular Dealer, as a firm that owns, operates, or maintains a store, warehouse, or other establishment in which the materials or supplies required for the performance of the contract and described by the specifications of the contract are bought, kept in stock and regularly sold or leased to the public in the usual course of business. 2. Materials or supplies purchased from a Regular Dealer count as 600 of the cost for DBE participation purposes. Rainier Avenue S(SR 167) Special Provisions S Grady Way to S 2nd St November 2011 SP 44 The firm wishing to be listed as a Regular Dealer for WSDOT contracted projects or Highways& Local Program administered projects must submit to the WSDOT Office of Equal Opportunity (No later than Seven days prior to bid opening) a request in writing to be recognized by WSDOT as a Regular Dealer. Once the Office of Equal Opportunity has received the request, an onsite will be set up with the firm and a review will be conducted to determine the requesting firm's qualifications. If it is determined that the firm qualifies as a "Regular Dealer" the Office of Equal Opportunity will list the firm on an Approved Regular Dealers List which will be maintained by the Office of Equal Opportunity. The Office of Equal Opportunity Home website is at: www.wsdot.wa.gov/equa[opportunity. . Approved firms will be required to be re-approved on an annual basis. Note: Requests to be listed as a Regular Dealer will only be processed if the requesting firm is certified by the Office of Minority and Women's Business Enterprises with NAICS codes that fall within the 42XXXX NAICS Wholesale code section. The Office of Equal Opportunity will maintain an active Approved Manufacturers and Approved . Regular Dealers lists on their website but will provide a link to be posted on Ad & Award's webpage. Materials or Supplies Purchased from a DBE With regard to materials or supplies purchased from a DBE who is neither a manufacturer nor a regular dealer you may claim credit for the following: 1. Fees or commissions charged for assistance in the procurement of the materials and supplies 2. Fees or transportation charges for the delivery of materials or supplies. In either case you may not take credit for any part of the cost of the materials and supplies. Commercially Useful Function(CUF) The prime contractor has a responsibility and must treat the working relationship with the DBE such that the DBE is performing a commercially useful function. The contractor may only take credit when the associated DBE is performing a commercially useful function. • A DBE performs a commercially useful function when it is responsible for execution of the Work and is carrying out its responsibilities by performing, managing and supervising the Work involved. The DBE must also be responsible with respect to materials and supplies used on the Contract for example; negotiating price, determining quality, determining quantities, ordering, installing (if applicable) and paying for the material. Rainier Avenue S(SR 167) Special Provisions S Grady Way to S 2nd St November 2011 SP 45 • A DBE does not perform a commercially useful function if its role is limited to that of an extra participant in a transaction, Contract, or project through which funds are passed. • Use of two party checks must be approved by the contracting agency in advance of their use. Disadvantaged Business Enterprise Utilization Certification FORM#272-056 EF To be eligible for award of the Contract, the Bidder shall properly complete and submit a Disadvantaged Business Enterprise Utilization Certification with the Bidder's sealed Bid Proposal, as specified Section 1-02.9 Delivery of Proposal, that demonstrates how the Bidder intends to meet the DBE COA goal. A Disadvantaged Business Enterprise Utilization Certification (form #272-056 EF) is included in your Proposal package for this purpose as well as instructions on how to properly fill out the form. In the event of arithmetic errors in completing the Disadvantaged Business Enterprise Utilization Certification the amount listed to be applied towards the goal for each DBE shall govern and the DBE total amount shall be adjusted accordingly. Note: the Contracting Agency shall consider as non-responsive and shall reject any Bid Proposal submitted that does not contain a completed and accurate Disadvantaged Business Enterprise Utilization Certification. Disadvantaged Business Enterprise (DBE)Written Confirmation Document(s) FORM #422-031 EF The Bidder shall submit a complete and accurate Disadvantaged Business Enterprise (DBE) Written Confirmation Document for each DBE firm listed in the Bidder's completed Disadvantaged Business Enterprise Utilization Certification. Alternate forms that provide all the same information will also serve this purpose. A Disadvantaged Business Enterprise (DBE)Written Confirmation Document(form#422-031 EF) is included in your Proposal package for this purpose. When provided for in the contract; the form(s) shall be received as specified in Section 1-02.9 Delivery of Proposal. Forms that are submitted as a supplement to the Bidder's sealed Bid shall meet the requirements as specified in Section 1-02.9 Delivery of Proposal. Refer to Section 1-02.9 Delivery of Proposal for information related to submitting supplemental documents. Note the Contracting Agency shall consider as non-responsive and shall reject any Bid Proposal (including supplements, if any), submitted that does not contain a completed and accurate Disadvantaged Business Enterprise (DBE) Written Confirmation Document (form # 422-031 EF) for each and every DBE listed on the Bidder's completed DBE Utilization Certification for which you are claiming participation. Rainier Avenue S(SR 167) Special Provisions S Grady Way to S 2nd St November 2011 SP 46 Selection of Successful Bidder/Good Faith Efforts(GFE) The successful Bidder shall be selected on the basis of having submitted the lowest responsive Bid, which demonstrates good faith effort to achieve the DBE COA goal in one of the two manners as follows: Note: The Contracting Agency shall consider as non-responsive and shall reject any Bid Proposal submitted that does not contain one of the following: 1. Bidder demonstrates GFE by meeting the goal The best indication of good faith efforts is to document, through submission of the Disadvantaged Business Enterprise Utilization Certification and supporting Disadvantaged Business Enterprise Written Confirmation Document(s) that the Bidder has obtained enough DBE participation to meet or exceed the assigned DBE COA goal. That being the case no additional GFE documentation is required. 2. Bidder demonstrates GFE through documentation of their efforts ONLY IN THE EVENT bidder's efforts to solicit sufficient DBE participation have been unsuccessful. In this case, Bidder must supply GFE documentation in addition to the Disadvantaged Business Enterprise Utilization Certification, and supporting Disadvantaged Business Enterprise Written Confirmation document(s). In the case where the bidder does not meet the goal through participation the advertised DBE goal will not be reduced to the Bidder's partial commitment. The Bidder shall make a GFE during the life of the Contract to attain the DBE Condition of Award (COA) Goal as assigned to the project. Good Faith Effort documentation will only be required in the event the DBE goal has not been attained. Good Faith Efforts(GFE) GFE documentation shall be received,as specified in Section 1-02.9 Delivery of Proposal. Based upon all the relevant documentation submitted with the Bid the Contracting Agency shall determine whether the Bidder has made sufficient GFEs to achieve DBE participation. The Contracting Agency will make a fair and reasonable judgment of whether a Bidder that did not meet the goal through participation, made adequate good faith efforts as demonstrated by the GFE documentation. The following is a list of types of actions,which would be considered as part of the Bidder's GFEs 1 to achieve DBE participation. It is not intended to be a mandatory checklist, nor is it intended to be exclusive or exhaustive. Other factors or types of efforts may be relevant in appropriate cases: 1. Attendance by the Bidder at any pre-solicitation or pre-Bid meetings that were scheduled by the Contracting Agency to inform DBEs of Contracting and subcontracting or material supply opportunities available on the project; Rainier Avenue S(SR 167) Special Provisions S Grady Way to S 2nd St November 2011 SP 47 i 2. Contacting local Tribes, Tribal Employment Rights Offices (TERO) concerning the subcontracting or supply opportunities in sufficient time to allow the enterprises to participate effectively; 3. Selection by the Bidder of specific economically feasible units of the project to be performed by DBEs in order to increase the likelihood of participation by DBEs even if the Bidder preferred to perform these Work items as the prime Contractor; 4. Advertising by the Bidder in general circulation, trade association minority and trade oriented, women focus publications,concerning the subcontracting or supply opportunities; 5. Providing written notice from the Bidder to a reasonable number of specific DBEs, identified from the OMWBE Directory of Certified DBE Firms for the selected subcontracting or material supply Work, in sufficient time to allow the enterprises to participate effectively; 6. Follow-up by the Bidder of initial solicitations of interest by contacting the DBEs to determine with certainty whether they were interested. Documentation of this kind of action shall include the information outlined below: a. The names, addresses, telephone numbers of DBEs who were contacted, the dates of initial contact, and whether initial solicitations of interest were followed-up by contacting the DBEs to determine with certainty whether the DBEs were interested; b. A description of the information provided to the DBEs regarding the Plans, specifications,and estimated quantities for portions of the Work to be performed; C. Documentation of each DBE contacted but rejected and the reason(s) for that rejection; 7. Providing,to interested DBEs, adequate information about the Plans, specifications,and requirements for the selected subcontracting or material supply Work; 8. Negotiating in good faith with the DBE firms, and not, without justifiable reason, rejecting as unsatisfactory, Bids that are prepared by any DBE.The DBE's standing within its industry, membership in specific groups,organizations, or associations and political or social affiliations - union vs. non-union employee status - are not legitimate causes for the rejection or non-solicitation of bids in the Contractor's efforts to meet the project goal; 9. Advertising and making efforts to obtain DBE participation that were reasonably expected to produce a level of participation sufficient to meet the goal or requirements of the Contracting Agency; 10. Making any other efforts to obtain DBE participation that were reasonably expected to produce a level of participation sufficient to meet the goal or requirements of the Contracting Agency; 11. Using the services of minority community organizations, minority Contractor groups, local, State, and federal minority business assistance offices and other organizations Rainier Avenue S(SR 167) Special Provisions , S Grady Way to S 2nd St November 2011 SP 48 identified by WSDOT and advocates for disadvantaged, minority, and women businesses that provide assistance in the recruitment and placement of disadvantaged, minority, and women business enterprises; and 12. Using the WSDOT Office of Equal Opportunity DBE Supportive Services to assist you. For more information please contact the Office of Equal Opportunity by calling toll free at (888) 259-9143 or emailing dbess @wsdot.wa.gov. Administrative Reconsideration Any Bidder has the right to reconsideration only for the purpose of reassessing their Good Faith Effort(GFE)documentation that was determined to be inadequate. • The Bidder must request and schedule a reconsideration hearing within seven calendar days of notification of being nonresponsive or forfeit the right to reconsideration. • The WSDOT Office of Equal Opportunity decision on reconsideration of the Bidder's GFE documentation shall be made by an official who did not take part in the original determination. The Bidder shall have the opportunity to meet in person with the official for the pP tY P purpose of setting forth the Bidder's position as to why the GFE documentation demonstrates a reasonable and adequate effort. • The official shall provide the Bidder with a written decision on reconsideration N within five business days of the hearing explaining the basis for their finding. Procedures between Award and Execution After award of the Contract, the successful Bidder shall provide the additional information described below. Failure to comply shall result in the forfeiture of the Bidder's Proposal bond or deposit.The Contracting Agency will notify the successful Bidder of the award of the Contract in writing and will include a request for a further breakdown of DBE information as follows: I1. Additional information for all successful DBE's as shown on the Disadvantaged Business Enterprise Utilization Certification: a. Correct business name, federal employee identification number (if available), and mailing address. b. List of all Bid items assigned to each successful DBE firm, including unit prices and extensions. C. Description of partial items (if any) to be sublet to each successful DBE firm specifying the distinct elements of Work under each item to be performed by the DBE and including the dollar value of the DBE portion. Rainier Avenue S(SR 167) Special Provisions S Grady Way to S 2nd St November 2011 SP 49 Note: Total amounts shown for each DBE shall not be less than the amount shown on the Disadvantaged Business Enterprise Utilization Certification. A breakdown that does not conform to the Disadvantaged Business Enterprise Utilization Certification or that demonstrates a lesser amount of DBE participation than that included in the Disadvantaged Business Enterprise Utilization Certification will be returned for correction. 2. A list of all firms who submitted a Bid or quote in an attempt to participate in this project whether they were successful or not. Include the business name and a mailing address. Note: The firms identified by the Contractor may be contacted to solicit general information as follows: age of the firm and average of its gross annual receipts over the past three-years. Procedures after Execution Crediting DBE Participation toward Meetin g the Goal Reporting All DBE work whether COA or race neutral participation is reported.The Contractor shall submit a Quarterly Report of Amounts Credited as DBE Participation form (422-102 EF) on a quarterly basis for any calendar quarter in which DBE Work is accomplished or upon completion of the project, as appropriate. The dollars are to be reported as specified herein. In the event that the payments to a DBE have been made by an entity other than the prime Contractor (as in the case of a lower-tier Subcontractor or supplier), then the prime Contractor shall obtain the quarterly report, including the signed affidavit, from the paying entity and submit the report to the Contracting Agency. Changes in DBE COA participation Owner initiated Change Orders The prime Contractor shall demonstrate a GFE to substitute other DBE COA participation when the Contracting Agency reduces quantities or deletes Work items by change order that impact a DBE's Work. Where the Contract allows alternate Work methods which serve to delete or create r under-runs in COA DBE Work then the Contractor must provide documentation of negotiating the change with the DBE that was to perform the reduced Work and demonstrate a GFE to substitute other DBE COA participation. Original Quantity Under runs Rainier Avenue S(SR 167) Special Provisions S Grady Way to S 2nd St November 2011 SP 50 In the event that Work committed to a DBE firm as part of the COA under runs the original planned quantities the prime Contractor shall demonstrate a GFE to substitute other DBE COA participation. Contractor-Initiated Proposals—General The contractor shall request a replacement in writing and that request shall address the following: 1. Must have prior written consent of the Contracting Agency. 1 2. If the reduction is due to a perceived or real performance issue the contractor must demonstrate that the DBE is unable or unwilling to perform the Work. 3. Must provide documentation that the prime negotiated the change with the DBE in good faith. In the case of any contractor caused DBE work reduction or proposal the Contractor shall commit to a substitution in participation not less than the original DBE participation Decertification When a DBE is performing as a COA in any capacity and the DBE becomes decertified during the course of the Work for reasons other than graduation, the portion of the Work performed after the decertification shall not be credited and the contractor is obligated to make a good faith effort to substitute other DBE participation to meet the goal. Termination The Contractor shall not terminate for convenience a DBE subcontractor and then perform the Work of the terminated subcontract with its own forces or those of an affiliate, without prior written consent from the Engineer. The Contractor must make a GFE to replace a DBE subcontractor who is unable to perform successfully with another DBE to perform the same amount of Work. Before transmitting a request to terminate and/or substitute a DBE subcontractor, the prime contractor must give notice in writing to the DBE subcontractor, with a copy to the Contracting Agency,of its intent to request to terminate and/or substitute, and the reason for the request. jThe prime contractor must give the DBE five days to respond to the prime contractor's notice and advise the Contracting Agency and the (prime) contractor of the reasons, if any, why it objects to the proposed termination of its subcontract and why the Contracting Agency should not approve the prime contractor's action. Counting payments Rainier Avenue S(SR 167) Special Provisions S Grady Way to S 2nd St November 2011 SP 51 Payments to a DBE firm will count toward DBE goals only if the participation is in accordance with the conditions of Crediting DBE Participation including the requirement for the DBE to be performing a Commercially Useful Function. Prompt Payment Prompt payment to all subcontractors shall be in accordance with section 1-08.1(1) of these contract specifications. i Payment Compensation for all costs involved with complying with the conditions of this specification and any other associated DBE requirements is included in payment for the associated Contract items of Work. Damages for Noncompliance The Contractor shall not discriminate on the basis of race, color, national origin, or sex in the performance of this Contract. The Contractor shall carry out applicable requirements of 49 CFR Part 26 in the award and administration of Contracts, which contain funding assistance from the United States Department of Transportation. Failure by the Contractor to carry out these requirements is a material breach of this Contract, which may result in the termination of this Contract or such other remedy as the Contracting Agency deems appropriate. If the Contractor does not comply with any part of its Contract as required under 49 CFR part 26, and/or any other applicable law or regulation regarding DBE, the Contracting Agency may withhold payment, suspend the ability of the Contractor to participate in future Contracting Agency contracts, impose sanctions or terminate the Contract, and subject the Contractor to , civil penalties of up to ten percent of the amount of the Contract for each violation. In the case of WSDOT Contracts, prequalification maybe suspended pursuant to WAC 468-16-180, and continuous violations (exceeding a single violation) may also disqualify the Contractor from further participation in WSDOT Contracts for a period of up to three years. _ An apparent low Bidder must be in compliance with these Contract Provisions as a condition precedent to the granting of a notice of award by the Contracting Agency. The Contractor is entitled to request an adjudicative proceeding with respect to the Contracting Agency's determination of Contract violation and assessed penalties by filing a written application within thirty days of receipt of notification. The adjudicative proceeding, if requested, will be conducted by an administrative law judge pursuant to the procedures set forth in RCW 34.05 and Chapter 10.08 of the Washington Administrative Code. 1-07.11 Requirements for Nondiscrimination (WSDOT GSP August 2,2010) Section 1-07.11 is supplemented with the following: Rainier Avenue S(SR 167) Special Provisions S Grady Way to S 2nd St November 2011 SP 52 Special Training Provisions General Requirements The Contractor's equal employment opportunity, affirmative action program shall include the requirements set forth below. The Contractor shall provide on-the-job training aimed at developing trainees to journeyman status in the trades involved. The number of training hours shall be *** 1,600 ***. Trainees shall not be assigned less than 400 hours. The Contractor may elect to accomplish training as part of the work of a subcontractor, however, the Prime Contractor shall retain the responsibility for complying with these Special Provisions. The Contractor shall also ensure that this training provision is made applicable to any subcontract that includes training. fTrainee Approval The Federal government requires Contracting Agencies to include these training provisions as a condition attached to the receipt of Federal highway funding. The Federal government has determined that the training and promotion of members of certain minority groups and women is a primary objective of this training provision. The Contractor shall make every effort to enroll minority groups and women trainees to the extent such persons are available within a reasonable recruitment area. This training provision is not intended and shall not be used to discriminate against any applicant for training, whether that person is a minority,woman or otherwise. A non-minority male trainee or apprentice may be approved provided the following requirements are met: 1. The Contractor is otherwise in compliance with the contract's Equal ' Employment Opportunity and On-the-Job Training requirements and provides documentation of the efforts taken to fill the specific training position with either minorities or females 2. or, if not otherwise in compliance, furnishes evidence of his/her systematic and direct recruitment efforts in regard to the position in question and in promoting the enrollment and/or employment of minorities and females in the craft which the proposed trainee is to be trained 3. and the Contractor has made a good faith effort towards recruiting of minorities and women. As a minimum this good faith effort shall consist of the following: • Distribution of written notices of available employment opportunities with the Contractor and enrollment opportunities with its unions. Distribution should include but not be limited to; minority and female recruitment sources and minority and female community organizations; • Records documenting the Contractor's efforts and the outcome of those efforts, to employ minority and female applicants and/or refer them to unions; • Records reflecting the Contractor's efforts in participating in developing minority and female on-the-job training opportunities, including upgrading programs and apprenticeship opportunities; • Distribution of written notices to unions and training programs disseminating the Contractor's EEO policy and requesting cooperation in achieving EEO and OJT obligations. Rainier Avenue S(SR 167) Special Provisions S Grady Way to S 2nd St November 2011 SP 53 No employee shall be employed as a trainee in any classification in which the employee has successfully completed a training course leading to journeyman status or in which the employee has been employed as a journeyman. The Contractor's records shall document the methods for determining the trainee's status and findings in each case. When feasible, 25 percent of apprentices or trainees in each occupation shall be in their first year of apprenticeship or training. For the purpose of this specification, acceptable training programs are those employing trainees/apprentices registered with the following: 1. Washington State Department of Labor & Industries — State Apprenticeship Training Council (SATC)approved apprenticeship agreement: a. Pursuant to RCW 49.04.060, an apprenticeship agreement shall be; L an individual written agreement between an employer and apprentice ii. a written agreement between (an employer or an association of employers) and an organization of employees describing conditions of employment for apprentices iii. a written statement describing conditions of employment for apprentices in a plant where there is no bona fide employee organization. All such agreements shall conform to the basic standards and other provisions of RCW Chapter 49. 2. Apprentices must be registered with U.S. Department of Labor — Bureau of Apprenticeship Training(BAT)approved program. Or 3. Trainees participating in a non-BAT/SATC program,which has been approved by the contracting agency for the specific project. 4. For assistance in locating trainee candidates, the Contractor may call WSDOT's OJT Support Services Technical Advisor at (360) 705-7088, (206) 587-4954 or toll free at 1-866-252-2680. Obligation to Provide Information Upon starting a new trainee, the Contractor shall furnish the trainee a copy of the approved program the Contractor will follow in providing the training. Upon completion of the training, the Contractor shall provide the Contracting Agency with a certification showing the type and length of training satisfactorily completed by each trainee. Training Program Approval The Training Program shall meet the following requirements: Rainier Avenue 5(SR 167) Special Provisions S Grady Way to 5 2nd St November 2011 SP 54 1. The Training Program (DOT Form 272-049) must be submitted to the Engineer for approval prior to commencing contract work and shall be resubmitted when modifications to the program occur. 2. The minimum length and type of training for each classification will be as ' established in the training program as approved by the Contracting Agency. 3. The Training Program shall contain the trades proposed for training,the number of trainees, the hours assigned to the trade and the estimated beginning work date for each trainee. 4. Unless otherwise specified, Training Programs will be approved if the proposed number of training hours equals the training hours required by contract and the trainees are not assigned less than 400 hours each. 5. After approval of the training program, information concerning each individual trainee and good faith effort documentation shall be submitted on (DOT Form 272-050.) 6. In King County, laborer trainees or apprentices will not be approved on contracts containing less than 2000 training hours as specified in this Section. In King County, no more than twenty percent (20%) of hours proposed for trainees or apprentices shall be in the laborer classification when the contract contains 2000 or more hours of training as specified in this Section. Trainees shall not be assigned less than 400 hours. 7. Flagging programs will not be approved. Other programs that include flagging training will only be approved if the flagging portion is limited to an orientation of not more than 20 hours. 8. It is the intention of these provisions that training is to be provided in the construction crafts rather than clerk-typists or secretarial-type positions. Training is permissible in lower level management positions such as office Engineers, estimators, timekeepers, etc., where the training is oriented toward construction applications. Some off-site training is permissible as long as the training is an integral part of an approved training program. 9. It is normally expected that a trainee will begin training on the project as soon as feasible after start of work, utilizing the skill involved and remain on the project as long as training opportunities exist in the work classification or upon completion of the 1 training program. It is not required that all trainees be on board for the entire length of the contract. The number trained shall be determined on the basis of the total number enrolled on the contract for a significant period. 10. Wage Progressions: Trainees will be paid at least the applicable ratios or wage progressions shown in the apprenticeship standards published by the Washington State Department of Labor and Industries. In the event that no training program has been established by the Department of Labor and Industries, the trainee shall be paid in accordance with the provisions of RCW 39.12.021 which reads as follows: Rainier Avenue S(SR 167) Special Provisions S Grady Way to S 2nd St November 2011 '� � SP 55 Apprentice workmen employed upon public works projects for whom an apprenticeship agreement has been registered and approved with the State Apprenticeship Council pursuant to RCW 49.04, must be paid at least the prevailing hourly rate for an apprentice of that trade. Any workman for whom an apprenticeship agreement has not been registered and approved by the State Apprenticeship Council shall be considered to be a fully qualified ' journeyman, and, therefore, shall be paid at the prevailing hourly rate for journeymen. Compliance In the event that the Contractor is unable to accomplish the required training hours but can demonstrate a good faith effort to meet the requirements as specified,then the Contracting ' Agency will adjust the training goals accordingly. Requirements for Non BAT/SATC Approved Training Programs Contractors who are not affiliated with a program approved by BAT or SATC may have their training program approved provided that the program is submitted for approval on DOT Form 272-049, and the following standards are addressed and incorporated in the , Contractor's program: • The program establishes minimum qualifications for persons entering the training program. • The program shall outline the work processes in which the trainee will receive supervised work experience and training on-the-job and the allocation of the approximate time to be spent in each major process. The program shall include the method for recording and reporting the training completed shall be stated. • The program shall include a numeric ratio of trainees to journeymen consistent with proper supervision, training, safety, and continuity of employment. The ratio language shall be specific and clear as to application in terms of job site and workforce during normal operations (normally considered to fall between 1:10 and 1:4). • The terms of training hall be stated in hours. The number of hours required for g q completion to journeyman status shall be comparable to the apprenticeship hours established for that craft by the SATC. The following are examples of programs that are currently approved: CRAFT HOURS Laborer 4,000 Ironworker 6,000 Carpenter 5,200-8,000 Construction Electrician 8,000 Operating Engineer 6,000-8,000 Cement Mason 5,400 Teamster 2,100 , Rainier Avenue S(SR 167) Special Provisions ' S Grady Way to S 2""St November 2011 SP 56 • The method to be used for recording and reporting the training completed shall be stated. • A numeric ratio of trainees to journeymen shall be established. It shall be consistent with proper supervision, training, safety and continuity of employment. The ratio language shall be specific and clear as to application in terms of job site and workforce during normal operations. Measurement The Contractor may request that the total number of "training" hours for the contract be increased subject to approval by the Contracting Agency. This reimbursement will be made even though the Contractor receives additional training program funds from other sources, provided such other sources do not prohibit other reimbursement. Reimbursement to the Contractor for off-site training as indicated previously may only be made when the Contractor does one or more of the following and the trainees are concurrently employed on a Federal-aid project: • contributes to the cost of the training, 1 • provides the instruction to the trainee, • pays the trainee's wages during the off-site training period. Reimbursement will be made upon receipt of a certified invoice that shows the related payroll number,the name of trainee,total hours trained under the program, previously paid hours under the contract, hours due this estimate, and dollar amount due this estimate.The certified invoice shall show a statement indicating the Contractor's effort to enroll minorities and women when a new enrollment occurs. If a trainee is participating in a SATC/BAT approved apprenticeship program, a copy of the certificate showing apprenticeship registration must accompany the first invoice on which the individual appears. Reimbursement for training occurring prior to approval of the training program will be allowed if the Contractor verbally notifies the Engineer of this occurrence at the time the apprentice/trainee commences work. A trainee/apprentice, regardless of craft, must have worked on the contract for at least 20 hours to be eligible for reimbursement. Payment The Contractor will be reimbursed under the item "Training" per hour for each hour of training for each employee. 1-07.12 Federal Agency Inspection 1 (March 13, 1995 WSDOT GSP) Section 1-07.12 is supplemented with the following: ' Required Federal Aid Provisions The Required Contract Provisions Federal Aid Construction Contracts (FHWA 1273) and the amendments thereto supersede any conflicting provisions of the Standard Specifications and are made a part of this contract; provided, however, that if any of the provisions of FHWA 1273, as Rainier Avenue S(SR 167) Special Provisions S Grady Way to S 2nd St November 2011 SP 57 amended, are less restrictive than Washington State Law, then the Washington State Law shall prevail. The provisions of FHWA 1273, as amended, included in this contract require that the Contractor insert the FHWA 1273 and amendments thereto in each subcontract, together with the wage rates which are part of the FHWA 1273, as amended. Also, a clause shall be included in each subcontract requiring the subcontractors to insert the FHWA 1273 and amendments thereto in any lower tier subcontracts,together with the wage rates. The Contractor shall also ensure that this section, REQUIRED FEDERAL AID PROVISIONS, is inserted in each subcontract for subcontractors and lower tier subcontractors. For this purpose, upon request to the Project Engineer, the Contractor will be provided with extra copies of the FHWA 1273,the amendments thereto,the applicable wage rates, and this Special Provision. , 1-07.13 Contractor's Responsibility for Work 1-07.13(4) Repair of Damage , (August 6,2001 WSDOT GSP) Section 1-07.13(4) is revised to read: The Contractor shall promptly repair all damage to either temporary or permanent work as ' directed by the Engineer. For damage qualifying for relief under Sections 1-07.13(1), 1- 07.13(2) or 1-07.13(3), payment will be made in accordance with Section 1-04.4. Payment will be limited to repair of damaged work only. No payment will be made for delay or disruption of work. 1-07.15 Temporary Water Pollution/Erosion Control 1-07.15(1) Spill Prevention,Control and Countermeasures Plan Payment will be made under the following bid item(s)when it appears in the Proposal: "SPCC Plan", lump sum. 1-07.16(6) Property Owner Commitments Section 1-07.16(6) is an added new Section: The Contractor shall comply with all Property Owner Commitments listed in Appendix H of these Special Provisions. The Work shall be measured and paid under the bid items included in the Proposal. , 1-07.16(4) Archeological and Historical Objects (December 6,2004 WSDOT GSP) Rainier Avenue S(SR 167) Special Provisions ' S Grady Way to S god St November 2011 SP 58 Section 1-07.16(4) is supplemented with the following: The project area potentially contains archaeological or historical objects that may have significance from a historical or scientific standpoint. To protect these objects from damage or destruction,the Contracting Agency,at its discretion and expense, may monitor the Contractor's ' operations,conduct various site testing and perform recovery and removal of such objects when necessary. The Contractor may be required to conduct its operations in a manner that will accommodate such activities, including the reserving of portions of the work area for site testing, exploratory operations and recovery and removal of such objects as directed by the Engineer. If such activities are performed by consultants retained by the Contracting Agency, the Contractor shall provide them adequate access to the project site. Added work necessary to uncover,fence, dewater,or otherwise protect or assist in such testing, exploratory operations and salvaging of the objects as ordered by the Engineer shall be paid by force account as provided in Section 1-09.6. If the discovery and salvaging activities require the Engineer to suspend the Contractor's work, any adjustment in time will be determined by the Engineer pursuant to Section 1-08.8. To provide a common basis for all bidders, the Contracting Agency has entered an amount for the item "Archaeological and Historical Salvage" in the Proposal to become a part of the total bid by the Contractor. 1-07.17 Utilities and Similar Facilities (April 2,2007 WSDOT GSP) Section 1-07.17 is supplemented with the following: Locations and dimensions shown in the Plans for existing facilities are in accordance with available information obtained without uncovering, measuring,or other verification. Public and private utilities, or their Contractors, will furnish all work necessary to adjust, relocate, replace, or construct their facilities unless otherwise provided for in the Plans or these Special Provisions. Such adjustment, relocation, replacement, or construction will be done during the prosecution of the work for this project. It is anticipated that utility adjustment, relocation, replacement or construction within the project limits will be completed as follows: Puget Sound Energy(PSE)—Power PSE will supply the conduits and vaults for the relocation of the power system for the project.The Contractor shall install the conduits and vaults per the plans and P 1 P P specifications. For Joint Utility Trench requirements, PSE material delivery lead times, etc.see section 8-42.Once the conduits and vaults have been installed for the entire length of the project and the installation approved by PSE, PSE will pull new wires, energize the entire new system,cut-over the new services and de-energize the old Rainier Avenue S(SR 167) Special Provisions S Grady Way to S 2nd St November 2011 ', � SP 59 system.Work performed by PSE is anticipated to require 60 working days after completion and acceptance of the joint utility trench duct and vault system. Puget Sound Energy PSE —Gas PSE will supply the conduit for the relocation of the gas line(s)for the project.The Contractor shall install the conduits per the plans and specifications. For Joint Utility Trench,requirements, PSE material delivery lead times, etc.see section 8-42.Once the conduits have been installed for each completed section of Joint Utility Trench and the installation approved by PSE, PSE will install the gas line(s), pressurize the system and cut-over the new services within that segment of completed Joint Utility Trench. Work performed by PSE is anticipated to require 60 working days after completion and acceptance of the joint trench. CenturyLink-Telecommunications CenturyLink will supply the conduits and vaults for relocation of their telecommunications for the project.The Contractor shall install the conduits per the plans and specifications. For Joint Utility Trench requirements,CenturyLink material delivery lead times,etc.see section 8-42. Once the conduits have been installed for each completed section of Joint Utility Trench and the installation approved by CenturyLink,CenturyLink will pull new wires and cut-over the new services within that segment of completed Joint Utility Trench.Work performed by CenturyLink is anticipated to require 60 working days after completion and acceptance of the joint utility trench duct and vault system. Comcast Cable-Telecommunications Comcast will supply the conduits and vaults for relocation of their telecommunications for the project.The Contractor shall install the conduits per the plans and specifications. For Joint Utility Trench requirements, Comcast material delivery lead times,etc.see section 8-42.Once the conduits have been installed for each completed section of Joint Utility Trench and the installation approved by Comcast,Comcast will pull new wires and cut-over the new services within that segment of completed Joint Utility Trench. Work performed by Comcast Cable is anticipated to require 60 working days after completion and acceptance of the joint utility trench duct and vault system. American Traffic Solutions American Traffic Solutions(ATS)will remove the existing pole and camera for the red light camera system at the intersection of Rainier Ave S and S Grady Way.ATS requires 7 , working days advanced notice to remove their pole and equipment. Renton Water Department Rainier Avenue S(SR 167) Special Provisions S Grady Way to S 2°'St November 2011 SP 60 , City of Renton Water Maintenance Department will perform final connections to existing water mains with assistance from the Contractor in accordance with Section 7- 09. All preparations, materials,and work zone safety controls shall be provided by the Contractor as shown on the Plans and specified herein. The Contractor shall provide a 10 working day advance notice for each connection which requires cutting of the existing water main or a shut-down of the existing water main. The City reserves the right to re-schedule the connection if the work area is not ready at the scheduled time ' for connection. Renton Transportation Operations(Signal Shop) Signal controllers and cabinets shall be tested by City of Renton Transportation Maintenance Department at their shop located at 3555 NE 2nd Street Renton,WA 98056. Contact Dave Whitmarsh at(425)430-7423 and provide at least one week lead time prior to delivery. The contractor shall deliver the controller and cabinet to the shop and shall pick up the units at the end of the test period,deliver to the job site, and install. Allow three weeks for testing by the City. King County Metro Any construction or installation activities affecting transit operations or facilities must be coordinated by the Contractor through the Metro Transit Construction Information Center. The Contractor shall prepare and submit the appropriate construction notification documentation for King County Metro Transit and provide copies of such documentation to the Engineer. For notification information and guidelines, refer to:: http://www.kinecountv.eov/transportation/kcdot/MetroTransit/Construction.asr)x The Contractor shall attend a mandatory utility preconstruction meeting with the Engineer, all affected Subcontractors, and all utility owners and their Contractors prior to beginning onsite work. The following addresses and telephone numbers of utility companies or their Contractors that will be adjusting, relocating, replacing or constructing utilities within the project limits are supplied for the Contractor's use: Puget Sound Energy—Power Puget Sound Energy—Gas Contact: Paul Peterson Contact:John Guay Potelco Inc. InfraSource Construction, LLC 8001 South 212th Street 13330 Stone Ave N Kent,WA 98032 Seattle,WA 98133 Cell:425-864-0353 Cell: 206-948-4102 E-mail: paul.petersonPpse.com E-mail: iohn.euay@pse.com CenturyLink Comcast Cable Contact:Sandra Lindstrom Contact: Bill Walker Rainier Avenue S(SR 167) Special Provisions S Grady Way to S 2nd St November 2011 ' SP 61 1550 Newport Way NW 4020 Auburn Way N p Y y Issaquah,WA 98027 Auburn,WA 98002 Office: 206-345-0500 Office:253-288-7538 Cell: 206-719-6899 Cell: 205-255-6975 E-mail: sandra.lindstrom@centurylink.com E-mail: Bill Walker@cable.comcast.com BNSF Railway Company King County Metro Transit Division Contact: Megan McIntyre Construction Information Center Manager Public Projects Contact: Richard Garcia ' 2454 Occidental Ave South,Suite 1A King Street Center Seattle, WA 98134 KSC-TR-0415 Office: 206-625-6413 201 S.Jackson St. Cell: 206-423-4371 Seattle, WA 98104 E-mail: meean.mcintvre @bnsf.com Office: 206-684-2732 E-mail: , construction.coord@kinecounty.eov 360 Networks USA American Traffic Solution ' Contact:Joe Bangah Contact: CJ Downing 21014th Ave Suite 2000 209 West Main Street Seattle,WA 98121 Mesa,AZ 85201 , Office: 206-239-4012 Office:480-833-0268 Cell: 206-612-1073 Cell:480-760-1346 E-mail: ioe.baneah@360.net E-mail: ci.downine@atsol.com , Renton—Information Services Renton—Traffic Signal and Sign Shop (City owned Fiber Optic) Contact: Dave Whitmarsh Contact: Ron Hansen Field Maintenance Shops Renton City Hall—1' Floor 3555 NE 2nd Street 1055 South Grady Way Renton,WA 98056 Renton,WA 98057 Office:425-430-7423 Office:425-430-6873 E-mail:dwhitmarsh@rentonwa.gov E-mail: rhansen@rentonwa.i?ov ' Renton—Water Maintenance Dept. Renton—Surfacewater Maintenance Dept. Contact: George Stahl or Ray Sled Contact: Richard W. Marshall or Stan Job Field Maintenance Shops Field Maintenance Shops 3555 NE 2nd Street 3555 NE 2nd Street Renton,WA 98056 Renton,WA 98056 Office:425-430-7400 Office:425-430-7400 E-mail:gstahl @rentonwa.gov or E-mail: rwmarshall@rentonwa.eov or rsled@rentonwa.eov siob@rentonwa.sov Minor secondary or unexpected relocations or adjustments by the franchise utilities or ' by Others,shall be performed concurrent with the Contractor's activities. Rainier Avenue S(SR 167) Special Provisions ' S Grady Way to S 2"d St November 2011 SP 62 The Contractor is responsible for coordination of this Work by Others and integration of the timelines into the progress schedule and sequencing. All costs associated with activity-specific scheduling and sequencing shall be included in the lump sum Contract price for 'Franchise Utility Coordination' as described in Section ' 8-42. 1-07.17(3) Interruption of Services Section 1-07.17(3) is an added new section: Whenever in the course of the construction operation it becomes necessary to cause an outage of utilities, it shall be Contractor's responsibility to notify the affected users and Engineer not less than 48 hours in advance of such outage. Contractor shall make reasonable effort to minimize the duration of outages, and shall estimate the length of time service will be interrupted and so notify the users. In the case of any utility outage that has exceeded or will exceed four hours, user contact shall again be made. Temporary service, if needed, shall be arranged by Contractor at no cost to Owner. Overhead lighting outages shall not exceed 24 hours. All cost to Contractor for providing temporary overhead lighting to meet above requirements shall be incidental to the various unit and lump sum items of the Contract; no separate payment will be made. ' 1-07.17(4) Utility Potholing and Resolution of Utility Conflicts Section 1-07.17(4) is a new section: In no way shall the work described under Utility Potholing relieve Contractor of any of the responsibilities described in Section 1-07.17 of the Standard Specifications and Special Provisions, and elsewhere in the Contract Documents. If or when utility conflicts occur, Contractor shall continue the construction process on other aspects of the project whenever possible. Utility Potholing 1 Potholing is included as a bid item for use in determining the location of existing utilities in advance of the Contractor's operations. The Contractor shall submit all potholing requests to the Engineer for approval, at least 2 working days before potholing is scheduled. Additionally, the Contractor shall provide potholing at Engineer's request. Resolution of Utility Conflicts ' Resolution of utility conflicts is included as a bid item for use in resolving utility conflicts that are identified during the course of construction. Rainier Avenue S(SR 167) Special Provisions S Grady Way to S 2nd St November 2011 SP 63 Payment Payment will be made at the discretion of Engineer, for the following bid item(s) in accordance ' with Section 1-09.6 of the Standard Specifications and these Special Provisions when included in the Proposal: "Utility Potholing", Force Account. ' "Resolution of Utility Conflicts," Force Account ' 1-07.18 Public Liability and Property Damage Insurance Delete this section in its entirety,and replace it with the following: 1-07.18 Insurance (January 24,2011 APWA GSP) , 1-07.18(1) General Requirements A. The Contractor shall obtain the insurance described in this section from insurers approved by the State Insurance Commissioner pursuant to RCW Title 48. The , insurance must be provided by an insurer with a rating of A-: VII or higher in the A.M. Best's Key Rating Guide, which is licensed to do business in the state of Washington (or issued as a surplus line by a Washington Surplus lines broker). The Contracting Agency ' reserves the right to approve or reject the insurance provided, based on the insurer (including financial condition), terms and coverage, the Certificate of Insurance, and/or endorsements. B. The Contractor shall keep this insurance in force during the term of the contract and for thirty (30) days after the Physical Completion date, unless otherwise indicated (see C. , below). C. If any insurance policy is written on a claims made form, its retroactive date, and that of all subsequent renewals, shall be no later than the effective date of this Contract. The policy shall state that coverage is claims made, and state the retroactive date. Claims- made form coverage shall be maintained by the Contractor for a minimum of 36 months following the Final Completion or earlier termination of this contract, and the Contractor shall annually provide the Contracting Agency with proof of renewal. If renewal of the claims made form of coverage becomes unavailable, or economically prohibitive, the Contractor shall purchase an extended reporting period ("tail") or execute another form of guarantee acceptable to the Contracting Agency to assure financial responsibility for liability for services performed. D. The insurance policies shall contain a "cross liability" provision. E. The Contractor's and all subcontractors' insurance coverage shall be primary and non- ' contributory insurance as respects the Contracting Agency's insurance, self-insurance, or insurance pool coverage. Rainier Avenue S(SR 167) Special Provisions S Grady Way to S 2nd St November 2011 SP 64 ' F. The Contractor shall provide the Contracting Agency and all Additional Insureds with written notice of any policy cancellation, within two business days of their receipt of such notice. G. Upon request,the Contractor shall forward to the Contracting Agency a full and certified copy of the insurance policy(s). H. The Contractor shall not begin work under the contract until the required insurance has been obtained and approved by the Contracting Agency. I. Failure on the part of the Contractor to maintain the insurance as required shall constitute a material breach of contract, upon which the Contracting Agency may, after giving five business days notice to the Contractor to correct the breach, immediately terminate the contract or, at its discretion, procure or renew such insurance and pay any and all premiums in connection therewith, with any sums so expended to be repaid to the Contracting Agency on demand, or at the sole discretion of the Contracting Agency,offset against funds due the Contractor from the Contracting Agency. ' J. All costs for insurance shall be incidental to and included in the unit or lump sum prices of the contract and no additional payment will be made. ' 1-07.18(2) Additional insured All insurance policies, with the exception of Professional liability and Workers Compensation, shall name the following listed entities as additional insured(s): • the Contracting Agency and its officers, elected officials, employees, agents, and ' volunteers • $$Consultants hired by the Contracting Agency to administer the Construction and provide Construction Engineering support$$ • $$Franchise Utilities named in Bid Schedules B and C, their officers, inspectors and project managers. .$$ The above-listed entities shall be additional insured(s) for the full available limits of liability maintained by the Contractor, whether primary, excess, contingent or otherwise, irrespective of whether such limits maintained by the Contractor are greater than those required by this Contract, and irrespective of whether the Certificate of Insurance provided by the Contractor pursuant to 1-07.18(3)describes limits lower than those maintained by the Contractor. 1-07.18(3) Subcontractors eve Contractor shall ensure that each subcontractor of i ' every tier obtains and maintains at a minimum the insurance coverages listed in 1-07.18(5)A and 1-07.18(5)B. Upon request of the ' Contracting Agency,the Contractor shall provide evidence of such insurance. Rainier Avenue S(SR 167) Special Provisions S Grady Way to S 2 n St November 2011 SP 65 r 1-07.18(4) Evidence of Insurance The Contractor shall deliver to the Contracting Agency a Certificate(s) of Insurance and ' endorsements for each policy of insurance meeting the requirements set forth herein when the Contractor delivers the signed Contract for the work. The certificate and endorsements must conform to the following requirements: ' 1. An ACORD certificate or a form determined by the Contracting Agency to be equivalent. 2. Copies of all endorsements naming Contracting Agency and all other entities listed in 1- r 07.18(2) as Additional Insured(s), showing the policy number. The Contractor may submit a copy of any blanket additional insured clause from its policies instead of a ' separate endorsement. A statement of additional insured status on an ACORD Certificate of Insurance shall not satisfy this requirement. 3. Any other amendatory endorsements to show the coverage required herein. , 1-07.18(5) Coverages and Limits The insurance shall provide the minimum coverages and limits set forth below. Providing coverage in these stated minimum limits shall not be construed to relieve the Contractor from ' liability in excess of such limits. All deductibles and self-insured retentions must be disclosed and are subject to approval by the Contracting Agency. The cost of any claim payments falling within the deductible shall be the responsibility of the Contractor. ' 1-07.18(5)A Commercial General Liability A policy of Commercial General Liability Insurance, including: , Per project aggregate Premises/Operations Liability , Products/Completed Operations—for a period of one year following final acceptance of the work. ' Personal/Advertising Injury Contractual Liability , Independent Contractors Liability Stop Gap/Employers' Liability Explosion,Collapse,or Underground Property Damage(XCU) ' Blasting (only required when the Contractor's work under this Contract includes exposures to which this specified coverage responds) , Such policy must provide the following minimum limits: $1,000,000 Each Occurrence ' $2,000,000 General Aggregate Rainier Avenue S(SR 167) Special Provisions S Grady Way to S 2nd St November 2011 SP 66 i $1,000,000 Products&Completed Operations Aggregate $1,000,000 Personal&Advertising Injury,each offence Stop Gap/Employers' Liability $1,000,000 Each Accident $1,000,000 Disease-Policy Limit ' $1,000,000 Disease-Each Employee 1-07.18(5)B Automobile Liability Automobile Liability for owned, non-owned, hired, and leased vehicles, with an MCS 90 endorsement and a CA 9948 endorsement attached if"pollutants" are to be transported. Such policy(ies) must provide the following minimum limit: $1,000,000 combined single limit ' 1-07.18(5)C Workers'Compensation The Contractor shall comply with Workers' Compensation coverage as required by the Industrial Insurance laws of the state of Washington. 1-07.18(5)F Excess or Umbrella Liability (May 10,2006 APWA GSP) ' The Contractor shall provide Excess or Umbrella Liability coverage at limits of $1 million per occurrence and annual aggregate. This excess or umbrella liability coverage shall apply, at a minimum,to both the Commercial General and Auto insurance policy coverage. ' This requirement may be satisfied instead through the Contractor's primary Commercial General and Automobile Liability coverage,or any combination thereof. 1-07.18(5)G Pollution Liability (May 10,2006 APWA GSP) The Contractor shall provide a Pollution Liability policy, providing coverage for claims involving bodily injury, property damage (including loss of use of tangible property that has not been physically injured), cleanup costs, remediation, disposal or other handling of pollutants, including costs and expenses incurred in the investigation, defense, or settlement of claims arising out of: • Contractor's operations related to this project; and/or • Remediation, abatement, repair, maintenance or other work with lead-based paint or ' materials containing asbestos; and/or • Transportation of hazardous materials away from any site related to this project. Rainier Avenue S(SR 167) Special Provisions S Grady Way to S 2nd St November 2011 SP 67 I Such Pollution Liability policy shall provide the following minimum coverage: , $1 Million each loss and annual aggregate 1-07.18(5)H Professional Liability (May 10,2006 APWA GSP) , The Contractor and/or its Subcontractor and/or its design consultant providing construction management, value engineering, or any other design-related non-construction professional ' services shall provide evidence of Professional Liability insurance covering professional errors and omissions. Such policy must provide the following minimum limits: 1000 000 r Claim $ e C alm P If the scope of such design-related professional services includes work related to pollution ' conditions,the Professional Liability insurance shall include Pollution Liability coverage. If insurance is on a claims made form, its retroactive date, and that of all subsequent renewals, ' shall be no later than the effective date of this Contract. 1-07.18(6) Relations With Railroad ' (August 7,2006, WSDOT GSP)(Addendum No.2) Section 1-07.18(6)is an added new section: ' Railroad Company, as used in the following specifications, shall be the railroad company or companies, or railway company or companies specified in these Special Provisions. The following provisions, though referring to a single Railroad Company, shall be applicable to each of the following railroad companies or railway companies: *** BNSF Railway Company Protection of Railroad Property The Contractor shall exercise care in all operations and shall, at the Contractor's expense, protect the property of the Railroad Company and the Company's appurtenances, property , in its custody, or persons lawfully upon its right of way, from damage, destruction, interference or injury caused by the Contractor's operations.The Contractor shall prosecute the work to not interfere with the Railroad Company or its appurtenances, or any of the ' Railroad Company's trains or facilities, and shall complete the work to a condition that shall not interfere with or menace the integrity or safe and successful operations of the Railroad Company or its appurtenances,or any of.the Railroad Company's trains or facilities. ' The Contractor shall not transport equipment, machinery, or materials across the Railroad Company's tracks, except at a public crossing, without the written consent of the Railroad ' Company. Rainier Avenue S(SR 167) Special Provisions S Grady Way to S 2nd St November 2011 SP 68 � ' The Contractor shall keep the right of way and ditches of the Railroad Company open and clean from any deposits or debris resulting from its operations. The Contractor shall be responsible for the cost to clean and restore ballast of the Railroad Company which is disturbed or becomes fouled with dirt or materials when such deposits or damage result from the Contractor's operations,except as provided elsewhere. The Contractor's work shall be conducted in such a manner that there will be a minimum of interference with the operation of railroad traffic. The Railroad Company will specify what periods will be allowed the Contractor for executing any part of the work in which the Railroad Company's tracks will be obstructed or made unsafe for operation of railroad traffic. In the event that an emergency occurs in connection with the work specified, the Railroad Company reserves the right to do any and all work that may be necessary to maintain railroad traffic. If the emergency is caused by the Contractor, the Contractor shall pay the Railroad Company for the cost of such emergency work. Protective services to protect the Railroad Company's facilities, property, and movement of its trains or engines, including railroad flagging and other devices, may be required by the Railroad Company as a result of the Contractor's operations. ' The nature and extent of protective services, personnel and other measures required will in all cases be determined by the Railroad Company. Nothing in these specifications will limit ' the Railroad Company's right to determine and assign the number of personnel, the classes of personnel for protective services, nor other protective measures it deems necessary. When, in the opinion of the Railroad Company,the services of flaggers or security personnel are necessary for the protection of the Railroad Company's facilities by reason of the Contractor's operations, the Railroad Company will furnish such flaggers or security ' personnel as may be required. The Contractor shall notify the Railroad Company a minimum of*** $$30 Calendar Days$$ *** in advance of whenever the Contractor is about to perform work adjacent to the tracks to enable the Railroad Company to provide flagging or other protective service. The Railroad Company's contact is: ' Megan McIntyre Manager Public Projects BNSF Railway Company 1 2454 Occidental Avenue S,Suite 2D Seattle,WA 98134 206.625.6413 ' No act of the Railroad Company in supervising or approving any work shall reduce or in any way affect the liability of the Contractor for damages, expense, or cost which may result to the Railroad Company from the construction of this Contract. Rainier Avenue S(SR 167) Special Provisions S Grady Way to S 2nd St November 2011 SP 69 Unless otherwise provided, all personnel assigned by the Railroad Company, other than , those engaged in performing work by the Railroad Company as listed under Construction Work by Railroad Company,will be considered protective personnel. ' In general,the Railroad Company will furnish protective services: a. For any excavation below the elevation of the track subgrade, if in the opinion of the Railroad Company's representative, the track or other railroad facilities may be subject to settlement or movement. , For all work over or adjacent to the track if, in the opinion of the Railroad Company's representative, said work represents a hazard to the Railroad Company. ' b. During any clearing, grubbing, grading, or blasting in proximity to the facilities, which in the opinion of the Railroad Company's representative, may endanger or , interfere with railroad facilities or operations. C. When any of the Contractor's operations take place within or near railroad right of way and, in the opinion of the Railroad Company's representative, could endanger railroad facilities or create a hazard to railroad operations. Communications Linemen or Signalmen may be used to protect communications and signal facilities, if deemed ' necessary by the Railroad Company. There will be no cost to the Contractor for the railroad protective services unless such , services result from the Contractor's failure to comply with the terms and conditions of its contract with the Contracting Agency or with its Contractor's Right of Entry Agreements with the Railroad Companies. ' Construction Work by Railroad Company The work by the Railroad Company as described below will be performed by the Railroad ' Company with its own forces at no cost to the Contractor: *** None *** I All work which is performed by the Railroad Company at the Contractor's request and which is for the Contractor's benefit or convenience shall be at the Contractor's expense and the , Contractor shall reimburse the Railroad Company for all costs for such work. The Contractor shall cooperate with the Railroad Company and so conduct operations that , the necessary reconstruction of its facilities and the removal of existing facilities can be accomplished without interruption of service. Railroad Protective Liability Insurance The Contractor shall protect the Railroad Company and any other railroad company ' occupying or using the Railroad Company's rights of way or lines of railroad against all loss and damages arising from activities of the Contractor or the Contractor's forces or any of the Contractor's Subcontractors or agents. , Rainier Avenue S(SR 167) Special Provisions S Grady Way to S 2nd St November 2011 SP 70 ' The Contractor shall furnish for each Railroad Company the original and three certified copies of a Railroad Protective Liability Insurance Policy, naming the Railroad Company as ' the insured and providing for protection to the Railroad Company in the manner and form described in the Railroad Protective Liability Form as set forth below. ' Said insurance shall be executed by a corporation qualified to write insurance in the State of Washington in form and substance satisfactory to the Railroad Company and shall be delivered to the Engineer. The Engineer will submit the insurance to the Railroad Company for its approval. The Contractor shall not enter upon or use the Railroad Company's property until notified by the Engineer of the Railroad Company's approval. The various blank sections of the Railroad Protective Liability Form shall contain the following information: Named Insured: ' *** BNSF Railway Company *** Limits of Liability: The combined single limit of the insurance company's liability under this policy to the ' insured shall be not less than $5,000,000 for all damages arising out of bodily injuries to or death of any person or persons and for all damages arising out of loss or destruction of or injury or damage to property in any one occurrence and $10,000,000 aggregate during the policy period. Said insurance policy executed by a corporation qualified to write the same in the State of Washington, shall be in form and substance satisfactory to the Railroad Company and shall be delivered to and approved by the Railroad Company prior to the entry upon or use of its property by the Contractor. All insurance specified above shall be carried until the physical completion date of the contract as described in Section 1-08.5 except as stated herein. When all the work involving construction activities within or immediately adjacent to the railroad right of way is completed, the Contractor may make a written request to the Engineer to be relieved of the responsibility to continue all or part of the insurance specified above. If the Engineer deems the portion of the work in that area is complete,the Engineer may approve the Contractor's request. However, if for any reason the Contractor resumes ' or starts any new work in that area (including being ordered to do so by the Engineer), the insurance shall be reinstated by the Contractor before the work is started. If the insurance must be reinstated because of the Contractor's operations or failure of the Contractor to ' perform all the contract requirements, the costs shall be the responsibility of the Contractor. If the insurance must be reinstated because of changes to the contract, the costs will be considered in accordance with Section 1-04.4. ' Other Insurance Requirements *** See Appendix F of the Contract Provisions for other insurance requirements and contract requirements relating to the railroad. *** Rainier Avenue S(SR 167) Special Provisions 5 Grady Way to S 2nd St November 2011 SP 71 Commercial General Liability Insurance , I A certificate of insurance providing proof of said Insurance, executed by a corporation ' qualified to write the same in the State of Washington, in form and substance satisfactory to the Railroad Company, shall be delivered to and approved by the Railroad Company prior to the entry upon or use of the Railroad Company's property by the Contractor. , 1-07.18(7) Contractor's Right of Entry and Insurance Requirements-BNSF (August 7,2006) ' Section 1-07.18(7) is an added new section: No work shall commence within BNSF Railway Company (BNSF) right of way until the ' Contractor has executed, delivered, and received in return the fully executed Contractor's Right-of-Entry Agreement from BNSF, and has obtained all of the insurance required by the Railroad. All work within BNSF's right of way shall be in accordance with BNSF's Contractor Requirements and the Contractor's Right of Entry Agreement(See Appendices). The Contractor, its Subcontractors or agents, shall at its own expense, obtain and maintain in force all insurance required by BNSF until the completion date of the contract as described in Section 1-08.5 except as stated herein. , When all the work involving construction activities within or immediately adjacent to the Railroad right of way is completed, the Contractor may make a written request to the Engineer to be relieved of the responsibility to continue the insurance required by BNSF. If the Engineer deems the portion of the work in that area is complete, the Engineer may approve the Contractor's request. However, if for any reason the Contractor resumes or , starts any new work in that area (including being ordered to do so by the Engineer), the insurance shall be reinstated by the Contractor before the work is started. If the insurance must be reinstated because of the Contractor's activities or failure of the Contractor to , perform all the contract requirements, the costs shall be the responsibility of the Contractor. If the insurance must be reinstated because of changes to the contract, the costs will be considered in accordance with Section 1-04.4. ' 1-07.22 Use of Explosives Section 1-07.22 is modified as follows: ' Explosives shall not be used without specific authority of the Engineer, and then only under such restrictions as may be required by the proper authorities.The individual in charge of the blasting shall have a current Washington State Blaster Users License. The Contractor shall obtain, comply with, and pay for such permits and costs as are necessary in conjunction with blasting operations. Rainier Avenue S(SR 167) Special Provisions ' S Grady Way to S 2nd St November 2011 SP 72 ' 1-07.23 Public Convenience and Safety ' 1-07.23(1) Construction Under Traffic (April 2,2007 WSDOT GSP) Section 1-07.23(1) is supplemented with the following: Work Zone Clear Zone The Work Zone Clear Zone (WZCZ) applies during working and nonworking hours. The WZCZ applies only to temporary roadside objects introduced by the Contractor's operations and does not apply to preexisting conditions or permanent Work.Those work operations that are actively in progress shall be in accordance with adopted and approved Traffic Control Plans, and other contract requirements. During nonworking hours equipment or materials shall not be within the WZCZ unless they are protected by permanent guardrail or temporary concrete barrier. The use of temporary 1 concrete barrier shall be permitted only if the Engineer approves the installation and location. During actual hours of work, unless protected as described above, only materials absolutely necessary to construction shall be within the WZCZ and only construction vehicles absolutely necessary to construction shall be allowed within the WZCZ or allowed to stop or park on the shoulder of the roadway. The Contractor's nonessential vehicles and employees private vehicles shall not be permitted to park within the WZCZ at any time unless protected as described above. Deviation from the above requirements shall not occur unless the Contractor has requested the deviation in writing and the Engineer has provided written approval. Minimum WZCZ distances are measured from the edge of traveled way and will be determined as follows: Posted Speed Distance From Traveled Way ' (Feet) 35 mph or less 10 * 40 mph 15 45 to 55 mph 20 60 mph or greater 30 *or 2-feet beyond the outside edge of sidewalk ' Minimum Work Zone Clear Zone Distance (August 7,2006 WSDOT GSP) ' Section 1-07.23(1) is supplemented with the following: Lane Closure Restrictions Rainier Avenue S(SR 167) Special Provisions S Grady Way to S 2nd St November 2011 SP 73 Lane closures are subject to the following restrictions: *** The Contractor shall prepare and submit a project specific Traffic Control Plan (TCP) to the ' Engineer for approval. Review, revision of the TCP may take up to 3 weeks. The Contractor is alerted that no work affecting traffic operations (including work in clear zones) will be performed until the TCP is approved. ' The TO Submittal shall also include necessary phasing and sequencing diagrams to clarify the proposed order of work and work zones. Sample sequencing and Construction Channelization ' Plans are included in the Contract Documents which may be used as a basis for this submittal. However, Traffic Control Plans and Phasing and Sequencing Plans are the sole responsibility of the Contractor. The following minimum Traffic Control requirements shall be maintained during the construction of the project: 1. The Temporary Channelization Plans indicate the minimum number of lanes required for each phase of work. Additional lane closures will only be permitted as , identified under'Special Conditions'of this Section. 2. The Contractor shall maintain continuous two-way traffic along streets throughout the project site. The Contractor shall have the option, with the approval of the Engineer, of momentarily interrupting the continuous two-way traffic to allow one- way traffic. Such interruptions shall utilize qualified flaggers placed in strategic locations to insure the public safety and minimize driver confusion. 3. The Contractor shall be responsible for notifying all affected property owners prior to commencing the barricading of streets,sidewalks and driveways. , 4. All driveways shall remain open except as necessary to permit curing of construction materials or for short periods of time as required for excavations. ' However, at least one (1) driveway per parcel shall remain open to vehicular traffic at all times unless otherwise approved by the Engineer and affected property owner in writing. If a parcel has only one driveway, then that driveway must be ' constructed one-half at a time to allow the passage of vehicles.The amount of time that a driveway can be closed will be limited. Business owners and/or residents ' shall be notified in writing at least 48 hours in advance of any planned driveway closures. 5. Signs and barricades shall be supplemented by Type C steady burn lights to ' delineate edge of roadway during the hours of darkness. 6. Any asphalt concrete pavement, crushed surfacing, or gravel base for maintaining traffic during the life of this contract shall be placed by the Contractor immediately upon request by the Engineer. In addition, cuts made in the traveled lanes or on walkways that are paved shall be temporarily patched with hot mix and maintained ' daily until such time as a permanent patch can be made. Payment for crushed Rainier Avenue S(SR 167) Special Provisions ' S Grady Way to S 2nd St November 2011 SP 74 ' surfacing, gravel and asphalt will be paid at their respective bid items, as included in the contract. 7. Detours will not be allowed except as noted herein ' 8. Traffic Safety Drums with flashers in addition to temporary striping shall be used to channelize traffic through construction zones. Opposing lanes of traffic shall be separated by pylons when clearance for drums is not adequate. 9. Temporary paint striping, reflective marking tape, and/or retroreflective tubular markers shall be required for each shift of traffic control.. Paint, reflective marking ' tape, and/or retroreflective tubular markers used for temporary striping shall meet the requirement of Section 8-23 of these Special Provisions. ' 10. The Contractor provided Traffic Control Plans shall lay out traffic control device spacing, tapers, etc., to scale, shall contain accurate dimensions and legends and shall be signed by the preparer. In developing the Progress Schedule, the Contractor shall carefully consider the following restrictions to sequencing and scheduling of the Work. No additional payment shall be made to the Contractor from the Owner due to time constraints imposed by these requirements. Special Conditions (Addendum No. 2) The following special conditions for traffic lane closures on Rainier Ave S supersede any and all other conditions that may be described in other sections of these specifications. 1. Refer to the Construction Channelization Plans for the minimum number of traffic lanes required to remain open for public use (defined as the traveled way),for each phase of work,during the hours of 5:00 AM to 8:00 PM, Monday through Sunday except as noted below. a. Limited duration closures of one additional traffic lane on Rainier Ave S may be ' permitted on non-consecutive days between the hours of 5:00 AM and 8:00 PM, Monday through Sunday, upon request to and approval by the Engineer. ' 2. The minimum number of traffic lanes required to remain open for public use during the hours of 8:00 PM and 5:00 AM, Monday through Sunday, is three (one northbound,one southbound, one center turn lane)excepted as noted below. a. Between the intersection of Rainier Ave Sand 5 Grady Way and the southern project limits: i. All traffic lanes must remain open between the hours of 5:00 AM and 9:00 PM, Monday through Sunday. ' ii. A single lane closure in each direction(one northbound,one southbound) is permitted between the hours of 9:00 PM and 5:00 AM, Sunday night through Thursday morning, upon request to and approval by the Engineer. ' Rainier Avenue S(SR 167) Special Provisions S Grady Way to S 2nd St November 2011 SP 75 iii. Two lane closures(two northbound, two southbound)are only permitted ' between the hours of 10:00 PM and 4:00 AM,Sunday night through Thursday morning, upon request to and approval by the Engineer. , b. At the intersection of Rainier Ave S and S Grady Way: i. The Contractor may block all traffic for a maximum duration of fifteen (15) , minutes, between the hours of 10:00 PM and 4:00 AM,Sunday night through Thursday morning,to erect the mast arm assembly at each leg of ' the intersection, upon request to and approval by the Engineer.The fifteen (15)minute blockages shall be separated by an interval long enough to allow delayed vehicles to clear the intersection. Refer to special provision 1- 10.1 for use of off-duty uniformed police officers. c. Limited duration closures of additional traffic lanes or all traffic lanes on Rainier Ave , S may be permitted on non-consecutive nights between the hours of 8:00 PM and 5:00 AM, Monday through Sunday, upon request to and approval by the Engineer. d. The Contractor may block all traffic for a maximum duration of fifteen (15) minutes, ' between the hours of 8:00 PM and 5:00 AM, Monday through Sunday,to erect the mast arm assemblies for all intersections(except Rainier Ave S and S Grady Way intersection), upon request to and approval by the Engineer. Refer to special provision 1-10.1 for use of off-duty uniformed police officers. Additional Requirements t (Addendum No. 2) • The Contractor shall provide a minimum of ten days notice of closures utilizing Portable ' Changeable Message Signs at the closure location. • The Contractor, at his or her sole expense, may seek approval for extended or modified ' working hours. Such Plans must be approved by the Contracting Agency. • A left turn lane at all signalized intersections shall remain open at all times. ' • The existing lighting system shall remain operational until the new system is functioning. The Engineer may approve partial interruptions required because of staging. ' Payment Payment for Traffic Control Plans shall be considered included in "Other Temporary Traffic Control'. *** Rainier Avenue S(SR 167) Special Provisions , S Grady Way to S 2nd St November 2011 SP 76 ' If the Engineer determines the permitted closure hours adversely affect traffic, the Engineer may adjust the hours accordingly. The Engineer will notify the Contractor in writing of any change in the closure hours. 1-07.24 Rights of Way Y ' (October 1,2005 APWA GSP) Delete this section in its entirety, and replace it with the following: Street right of way lines, limits of easements, and limits of construction permits are indicated in the Plans. The Contractor's construction activities shall be confined within ' these limits, unless arrangements for use of private property are made. Generally, the Contracting Agency will have obtained, prior to bid opening, all rights of way ' and easements, both permanent and temporary, necessary for carrying out the work. Exceptions to this are noted in the Bid Documents or will be brought to the Contractor's attention by a duly issued Addendum. ' Whenever any of the work is accomplished on or through property other than public right of way, the Contractor shall meet and fulfill all covenants and stipulations of any easement agreement obtained by the Contracting Agency from the owner of the private property. Copies of the easement agreements may be included in the Contract Provisions or made available to the Contractor as soon as practical after they have been obtained by the ' Engineer. Whenever easements or rights of entry have not been acquired prior to advertising, these areas are so noted in the Plans. The Contractor shall not proceed with any portion of the work in areas where right of way, easements or rights of entry have not been acquired until the Engineer certifies to the Contractor that the right of way or easement is available or that the right of entry has been received. If the Contractor is delayed due to acts of omission on the part of the Contracting Agency in obtaining easements, rights of entry or right of way, the Contractor will be entitled to an extension of time. The Contractor agrees that such delay shall not be a breach of contract. Each property owner shall be given 48 hours notice prior to entry by the Contractor. This ' includes entry onto easements and private property where private improvements must be adjusted. The Contractor shall be responsible for providing, without expense or liability to the Contracting Agency, any additional land and access thereto that the Contractor may desire for temporary construction facilities, storage of materials, or other Contractor needs. ' However, before using any private property, whether adjoining the work or not, the Contractor shall file with the Engineer a written permission of the private property owner, and, upon vacating the premises, a written release from the property owner of each property disturbed or otherwise interfered with by reasons of construction pursued under this contract. The statement shall be signed by the private property owner, or proper authority acting for the owner of the private property affected, stating that permission has been granted to use the property and all necessary permits have been obtained or, in the Rainier Avenue S(SR 167) Special Provisions S Grady Way to S 2nd St November 2011 SP 77 case of a release, that the restoration of the property has been satisfactorily accomplished. The statement shall include the parcel number, address, and date of signature. Written releases must be filed with the Engineer before the Completion Date will be established. ' 1-08 PROSECUTION AND PROGRESS Add the following new section: 1-08.0 Preliminary Matters ' (May 25,2006 APWA GSP) 1-08.0(1) Preconstruction Conference ' (October 10,2008 APWA GSP) Prior to the Contractor beginning the work, a preconstruction conference will be held between , the Contractor, the Engineer and such other interested parties as may be invited. The purpose of the preconstruction conference will be: ' 1. To review the initial progress schedule; 2. To establish a working understanding among the various parties associated or affected , by the work; 3. To establish and review procedures for progress payment, notifications, approvals, , submittals,etc.; 4. To establish normal working hours for the work; , 5. To review safety standards and traffic control; 6. To discuss such other related items as may be pertinent to the work; The Contractor shall prepare and submit at the preconstruction meeting the following: ' 1. A breakdown of all lump sum items; 2. A preliminary schedule of working drawing submittals;and ' i 3. A list of material sources for approval if applicable. 1-08.0(2) Hours of Work ' (June 27,2011 APWA GSP) , Except in the case of emergency or unless otherwise approved by the Contracting Agency, the normal straight time working hours for the contract shall be any consecutive 8-hour period between 7:00 a.m. and 6:00 p.m. of a working day with a maximum 1-hour lunch break and a 5-day work week. The normal straight time 8-hour working period for the Rainier Avenue S(SR 167) Special Provisions ' S Grady Way to S 2""St November 2011 SP 78 ' i ' contract shall be established at the preconstruction conference or prior to the Contractor commencing the work. Written permission from the Engineer is required, if a Contractor desires to perform work on holidays, Saturdays,or Sundays; before 7:00 a.m. or after 6:00 p.m.on any day; or longer than an 8-hour period on any day. The Contractor shall apply in writing to the Engineer for such permission, no later than noon on the working day prior to the day for which the Contractor is requesting permission to work. Permission to work between the hours of 10:00 p.m. and 7:00 a.m. during weekdays and between the hours of 10:00 p.m. and 9:00 a.m. on weekends or holidays may also be ' subject to noise control requirements. Approval to continue work during these hours may be revoked at any time the Contractor exceeds the Contracting Agency's noise control regulations or complaints are received from the public or adjoining property owners ' regarding the noise from the Contractor's operations. The Contractor shall have no claim for damages or delays should such permission be revoked for these reasons. ' Permission to work Saturdays, Sundays, holidays, or other than the agreed upon normal straight time working hours Monday through Friday may be given subject to certain other conditions set forth by the Contracting Agency or Engineer. These conditions may include ' but are not limited to: • The Engineer may require designated representatives to be present during the work. Representatives who may be deemed necessary by the Engineer include, but are not limited to: survey crews; personnel from the Contracting Agency's material testing lab; inspectors; and other Contracting Agency employees when in the ' opinion of the Engineer,such work necessitates their presence. • On non-Federal aid projects, requiring the Contractor to reimburse the Contracting ' Agency for the costs in excess of straight-time costs for Contracting Agency representatives who worked during such times. ' • Considering the work performed on Saturdays, Sundays, and holidays as working days with regard to the contract time. • Considering multiple work shifts as multiple working days with respect to contract ' time, even though the multiple shifts occur in a single 24-hour period. ' Section 1-08.0(2) is supplemented with the following: Noise Variance Conditions ' The City as secured a variance to allow 440 nights of non-consecutive noise variance Y g ace pursuant ' to Renton Municipal Code Title VIII, Chapter 7, Section 8-7-8 and the Washington State Administrative Code (WAC) Chapter 173-60, in order to perform construction activities for the Project. Contractor shall comply with the following conditions for work occurring between 10 ' pm and 7 am: Rainier Avenue S(SR 167) Special Provisions S Grady Way to S 2nd St November 2011 ' SP 79 1. All vehicles must be equipped with ambient sensitive back-up warning devices. The contractor may use back-up observers in lieu of back-up warning devices for all equipment except dump trucks in compliance with WAC Chapter 296-155-610 and 296-155-615. The contractor may use back-up observers and back-up warning devices for dump trucks in compliance with WAC Chapter 296-155-610. 2. Truck tailgate banging is prohibited. All tr uc k tailgates must be secured to prevent ' excessive noise from banging. 3. Construction and stationary equipment, such as light plants, generators, compressors, and jackhammers shall utilize noise mitigation shields, noise blankets, skirts,or other means available. ' 4. A copy of each noise variance or exemption will be kept on the project site at all times. 5. The contractor will provide a list of designated contact persons for the purpose of forwarding noise complaints. 6. Initial citizen concerns provided to the Contractor by the Project Engineer shall be responded to within 24 hours by the designated contact person. If the same citizen continues to have noise concerns and the noise threshold are being exceeded, then ' the contractor shall provide additional mitigation measures as necessary to achieve compliance. ' 7. Any unwanted material will be removed from the site by sweeping, no scraping activities shall be performed during noise variance hours. , 8. The contractor shall provide written notice notifying Project Engineer 5 days in advance of beginning the nighttime construction. If the nature of the nighttime construction changes, the contractor shall also notify Project Engineer regarding the new activities 48 hour prior to the activities beginning. This notice will also include the type of work,work location,start and end dates,and noise mitigation measures. The notification must be approved by the engineer 48 hours prior to commencing , work. Payment ' All costs for compliance shall be incidental to the performance of the Contract. 1-08 Prosecution and Progress ' 1-08.1 Subcontracting ' (October 12, 1998 WSDOT GSP) Section 1-08.1 is supplemented with the following: ' Rainier Avenue S(SR 167) Special Provisions ' S Grady Way to S 2nd St November 2011 SP 80 , Prior to any subcontractor or lower tier subcontractor beginning work, the Contractor shall submit to the Engineer a certification (WSDOT Form 420-004) that a written agreement ' between the Contractor and the subcontractor or between the subcontractor and any lower tier subcontractor has been executed. This certification shall also guarantee that these subcontract agreements include all the documents required by the Special Provision Federal ' Agency Inspection. A Subcontractor or lower tier Subcontractor will not be permitted to perform any work under the contract until the following documents have been completed and submitted to the Engineer: 1. Request to Sublet Work(Form 421-012),and 2. Contractor and Subcontractor or Lower Tier Subcontractor Certification for Federal-aid Projects(Form 420-004). The Contractor's records pertaining to the requirements of this Special Provision shall be ' open to inspection or audit by representatives of the Contracting Agency during the life of the contract and for a period of not less than three years after the date of acceptance of the contract. The Contractor shall retain these records for that period. The Contractor shall also guarantee that these records of all Subcontractors and lower tier Subcontractors shall be available and open to similar inspection or audit for the same time period. 1-08.1(1) Subcontract Completion and Return of Retainage Withheld (June 27,2011 WSDOT GSP) ' Section 1-08.1(1) is revised to read: The following procedures shall apply to all subcontracts entered into as a part of this Contract: Requirements ' 1. The Prime Contractor or Subcontractor shall make payment to the Subcontractor not later than ten (10) days after receipt of payment from the ' Contracting Agency for work satisfactorily completed by the Subcontractor, to the extent of each Subcontractor's interest therein. ' 2. Prompt and full payment of retainage from the Prime Contractor to the Subcontractor shall be made within 30 days after Subcontractor's Work is satisfactorily completed. ' 3. For purposes of this Section, a Subcontractor's work is satisfactorily completed when all task and requirements of the Subcontract have been accomplished and including any required documentation and material testing . ' 4. Failure by a Prime Contractor or Subcontractor to comply with these requirements may result in one or more of the following: Rainier Avenue S(SR 167) Special Provisions S Grady Way to S 2nd St November 2011 ' SP 81 a. Withholding of payments until the Prime Contractor or Subcontractor complies b. Failure to comply shall be reflected in the Prime Contractor's Performance Evaluation C. Cancellation, Termination, or Suspension of the Contract, in whole or in , part d. Other sanctions as provided by the subcontractor or by law under ' applicable prompt pay statutes. Conditions This clause does not create a contractual relationship between the Contracting Agency and any Subcontractor as stated in Section 1-08.1. Also, it is not intended to bestow upon any Subcontractor,the status of a third-party beneficiary to the Contract between ' the Contracting Agency and the Contractor. Payment ' The Contractor will be solely responsible for any additional costs involved in paying retainage to the Subcontractors. Those costs shall be incidental to the respective Bid Items. 1-08.3 Progress Schedule ' 1-08.3(2)B Type B Progress Schedule Section 1-08.3(2)B is supplemented with the following: , The progress schedule for the entire project shall be submitted 7 calendar days prior to the , Preconstruction Conference. The schedule shall be prepared using the critical path method (CPM), preferably using Microsoft Project or equivalent software. ' All construction constraints including but not limited to: WSDOT Paving Windows (March 31 — October 1), Landscape Planting Season (October 1 — March 1), non-working days, work restrictions around BNSF right of way, and the requirements of Sections 1-07.23(1). 1-08.0(2), 1- ' 10.2(2), 2-05 and 8-42 herein will be included in the Contractor's schedule. Payment , All costs associated with Project Specific Scheduling Requirements shall be included in the lump sum item "Type B Progress Schedule, Minimum Bid $15,000" for which a bid item has been included in the Proposal. 1-08.3(2)D Weekly Look-Ahead Schedule Section 1-08.3(2)D is supplemented with the following: ' Av n R 1 Rainier Avenue S(S 7 6 ) Special Provisions ' S Grady Way to S 2nd St November 2011 SP 82 The Contractor shall submit a weekly progress schedule to the Engineer which sets forth specific work to be performed for the following week,work completed in the prior week, and a tentative schedule for the following two weeks. All activities in the weekly schedule will be listed with an ' activity ID that corresponds to an activity ID in the original baseline schedule. All weekly schedules will clearly identify any night, weekend,or work beyond an 8-hour shift. 1-08.3(5) Payment Section 1-08.3(5) is su pp lemented with the following: Payment will be made in accordance with Section 1-04.1 for the following bid items when included in the proposal: ' "Type B Progress Schedule(Min. Bid $15,000)", lump sum ' 1-08.4 Notice to Proceed and Prosecution of the Work Delete this section in its entirety, and replace it with the following: 1-08.4 Notice to Proceed and Prosecution of Work (June 27,2011 APWA GSP) Notice to Proceed will be given after the contract has been executed and the contract bond and evidence of insurance have been approved and filed by the Contracting Agency. The Contractor shall not commence with the work until the Notice to Proceed has been given by t he Engineer. The Contractor shall commence construction activities on the project site within ten days of the Notice to Proceed Date, unless otherwise approved in writing. The Contractor shall diligently pursue the work to the physical completion date within the time specified in the contract. Voluntary shutdown or slowing of operations by the Contractor shall not relieve the Contractor of the responsibility to complete the work within the time(s) specified in the contract. When shown in the Plans, the first order of work shall be the installation of high visibility fencing to delineate all areas for protection or restoration, as described in the Contract. Installation of high visibility fencing adjacent to the roadway shall occur after the placement of all necessary signs and traffic control devices in accordance with 1-10.1(2). Upon construction of the fencing, the Contractor shall request the Engineer to inspect the fence. No other work shall be performed on the site until the Contracting Agency has accepted the installation of high visibility fencing, as described in the Contract. 1-08.5 Time for Completion (March 13, 995 WSDOT GSP) Section 1-08.5 is supplemented with the following: ' Rainier Avenue S(SR 167) Special Provisions S Grady Way to S 2nd St November 2011 � SP 83 This project shall be physically completed within ***440 ***working days ' (June 28, 2007 APWA GSP, Option A) Revise the third and fourth paragraphs to read: Contract time shall begin on the first working day following the Notice to Proceed Date. , Each working day shall be charged to the contract as it occurs, until the contract work is physically complete. If substantial completion has been granted and all the authorized ' working days have been used, charging of working days will cease. Each week the Engineer will provide the Contractor a statement that shows the number of working days: (1)charged to the contract the week before; (2) specified for the physical completion of the contract; and (3) remaining for the physical completion of the contract. The statement will also show the nonworking days and any partial or whole day the Engineer declares as unworkable. Within 10 calendar days after the date of each statement, the Contractor shall file a written , protest of any alleged discrepancies in it. To be considered by the Engineer, the protest shall be in sufficient detail to enable the Engineer to ascertain the basis and amount of time disputed. By not filing such detailed protest in that period, the Contractor shall be deemed ' as having accepted the statement as correct. If the Contractor elects to work 10 hours a day and 4 days a week (a 4-10 schedule) and the fifth day of the week in which a 4-10 shift is worked would ordinarily be charged as a working day then the fifth day of that week will be charged as a working day whether or not the Contractor works on that day. Revise the sixth paragraph to read: ' The Engineer will give the Contractor written notice of the completion date of the contract after all the Contractor's obligations under the contract have been performed by the ' Contractor. The following events must occur before the Completion Date can be established: 1. The physical work on the project must be complete; and 2. The Contractor must furnish all documentation required by the contract and required by law, to allow the Contracting Agency to process final acceptance of the contract. The following documents must be received by the Project Engineer prior to establishing a completion date: a. Certified Payrolls(Federal aid Projects) b. Material Acceptance Certification Documents C. Annual Report of Amounts Paid as MBE/WBE Participants or Quarterly Report of Amounts Credited as DBE Participation,as required by the Contract Provisions. d. Final Contract Voucher Certification e. Property owner releases per Section 1-07.24 1-08.7 Maintenance During Suspension (October 1,2005 APWA GSP) Rainier Avenue S(SR 167) Special Provisions ' S Grady Way to S 2 nd St November 2011 SP 84 � Revise the second paragraph to read: ' At no expense to the Contracting Agency, the Contractor shall provide through the construction area a safe, smooth, and unobstructed roadway, sidewalk, and path for public use during suspension (as required in Section 1-07.23 or the Special Provisions). This may include a temporary road or detour. 1-09 MEASUREMENT AND PAYMENT 1-09.6 Force Account (October 10,2008 APWA GSP) Supplement this section with the following: The Contracting Agency has estimated and included in the Proposal, dollar amounts for all items to be paid per force account,only to provide a common proposal for Bidders. All such dollar amounts are to become a part of Contractor's total bid. However, the Contracting Agency does not warrant expressly or by implication, that the actual amount of work will correspond with those estimates. Payment will be made on the basis of the amount of work actually authorized by Engineer. 1-09.7 Mobilization Section 1-09.7 is supplemented with the following: Payment will be made in accordance with Section 1-04.1 for the following bid items when included in the proposal: "Mobilization" lump sum. 1-09.8 Payment For Material On Hand (August 3, 2009 WSDOT GSP) The last paragraph of Section 1-09.8 is revised to read: The Contracting Agency will not pay for material on hand when the invoice cost is less than $2,000. As materials are used in the work, credits equaling the partial payments for them will be taken on future estimates. Each month, no later than the estimate due date, the Contractor shall submit a letter to the Project Engineer that clearly states: 1) the amount originally paid on the invoice (or other record of production cost) for the items on hand, 2) the dollar amount of the material incorporated into each of the various work items for the month, and 3) the amount that should be retained in material on hand items. If work is performed on the items and the Contractor does not submit a letter, all of the previous material on hand payment will be deducted on the estimate. Partial payment for materials on hand shall not constitute acceptance. Any material will be rejected if found to be faulty even if partial payment for it has been made. ' Rainier Avenue S(SR 167) Special Provisions S Grady Way to S 2M St November 2011 1 SP 85 1-09.9 Payments (June 27,2011 APWA GSP, Option i3) Delete the fourth paragraph and replace it with the following: ' Progress payments for completed work and material on hand will be based upon progress estimates prepared by the Engineer. A progress estimate cutoff date will be established at the preconstruction conference. The initial progress estimate will be made not later than 30 days after the Contractor commences the work, and successive progress estimates will be made every month thereafter until the Completion Date. Progress estimates made during progress of the work j are tentative, and made only for the purpose of determining progress payment. The progress estimates are subject to change at any time prior to the calculation of the Final Payment. The value of the progress estimate will be the sum of the following: 1. Unit Price Items in the Bid Form — the approximate quantity of acceptable units of work completed multiplied by the unit price. 2. Lump Sum Items in the Bid Form — based on the approved Contractor's lump sum breakdown for that item, or absent such a breakdown, based on the Engineer's determination. 3. Materials on Hand — 100 percent of invoiced cost of material delivered to Job site or other storage area approved by the Engineer. 4. Change Orders — entitlement for approved extra cost or completed extra work as determined by the Engineer. Progress payments will be made in accordance with the progress estimate less: 1. Retainage per Section 1-09.9(1),on non FHWA-funded projects; 2. The amount of Progress Payments previously made; and 3. Funds withheld by the Contracting Agency for disbursement in accordance with the Contract Documents. Progress payments for work performed shall not be evidence of acceptable performance or an admission by the Contracting Agency that any work has been satisfactorily completed. The determination of payments under the contract will be final in accordance with Section 1-05.1. 1-09.9(1) Retainage (June 27,2011 WSDOT GSP) Section 1-09.9(1)content and title is deleted and replaced with the following: ' Rainier Avenue S(SR 167) Special Provisions S Grady Way to S 2nd St November 2011 SP 86 ' Vacant 1 1-09.13 Claim Resolution 1-09.13(3)AAdministration of Arbitration (October 1,2005 APWA GSP) Revise the third paragraph to read: The Contracting Agency and the Contractor mutual) agree to be bound b the decision of g g Y Y g Y the arbitrator, and judgment upon the award rendered by the arbitrator may be entered in the Superior Court of the county in which the Contracting Agency's headquarters are located. The decision of the arbitrator and the specific basis for the decision shall be in writing. The arbitrator shall use the contract as a basis for decisions. 1-10 TEMPORARY TRAFFIC CONTROL 1-10.1 General Section 1-10.1 is supplemented by the following: (******) (Addendum No. 2) As stated in the last paragraph of Section 1-10.1(2),the responsibility for all traffic control shall remain with the Contractor. Off-duty uniformed law enforcement personnel shall be utilized to perform the following traffic control tasks: 1. Traffic control at signalized intersections when performance of any work within a signalized intersection or within 300 feet of a signalized intersection requires a full closure of Rainier Avenue S or cross streets. 2. Traffic Control for any intersection with a signal that is in flash mode. 3. Additional traffic control,when required by the Engineer. See Special Provision Section 1-10.3(1)for a description of the process to request and requirements for requesting the use of an off-duty uniformed police officer from the City of Renton. The off-duty uniformed police officer shall be in addition to all other personnel required for flagging. This work shall also consist of furnishing and installing the following: Business Access Construction Signs The Contractor shall provide "Business Access Signs"during Construction for the project at the locations shown on the Plans. The Business Open During Construction signs shall be constructed per the detail in the Plans. The Contractor shall return the signs in good condition to a site designated by the Engineer. ' Rainier Avenue S(SR 167) Special Provisions S Grady Way to S 2""St November 2011 SP 87 Construction Identification Signs The Contractor shall manufacture two(2) signs for the project with City of Renton and the funding sources identified along with the project name.The Contractor shall submit a sample in the form of an 11"x17" drawing to the Contracting Agency for approval prior to fabrication. Project Signs shall be considered Construction Signs Class A. The signs shall be erected on 4x4 wooden posts and maintained by the Contractor in a neat and presentable condition throughout the life of the project. 1-10.2 Traffic Control Management (WSDOT GSP December 1,2008) 1 Section 1-10.2(1)is supplemented with the following: Only training with WSDOT TCS card and WSDOT training curriculum is recognized in the State of Washington. The Traffic Control Supervisor shall be certified by one of the following: The Northwest Laborers-Employers Training Trust 27055 Ohio Ave. Kingston,WA 98346 (360) 297-3035 Evergreen Safety Council 401 Pontius Ave. N. Seattle,WA 98109 1-800-521-0778 or (206)382-4090 The American Traffic Safety Services Association 15 Riverside Parkway,Suite 100 Fredericksburg,Virginia 22406-1022 ' Training Dept.Toll Free(877)642-4637 Phone: (540)368-1701 1-10.2(2) Traffic Control Plans Section 1-10.2(2) is revised as follows: ****** Addendum No.2 The Contractor shall prepare and submit a project specific Traffic Control Plan (TCP) to the Engineer for approval. Review, revision of the TCP may take up to 3 weeks. The Contractor is �. alerted that no work affecting traffic operations (including work in clear zones) will be performed until the TCP is approved. The TCP Submittal shall also include necessary phasing and sequencing diagrams to clarify the proposed order of work and work zones. Sample sequencing and Construction Channelization Rainier Avenue S(SR 167) Special Provisions S Grady Way to S 2nd St November 2011 SP ss Plans are included in the Contract Documents which may be used as a basis for this submittal. However, Traffic Control Plans and Phasing and Sequencing Plans are the sole responsibility of the Contractor. In developing the Traffic Control Plans, the Contractor shall reference the requirements of 1- 07.23(1). 1-08.0(2), 1-10.2(2) and 8-20 herein. Project Specific Restrictions The Contractor shall sequence work in such a manner to meet minimum lane requirements for non-working and working hours as indicated in Section 1-07.23(1). All unattended excavations shall be properly barricaded and covered at all times. Contractor shall not open any trenches that cannot be completed and refilled that same day. Controlled Access No special access or egress will be allowed the Contractor other than normal legal movements or as shown in the Plans. Signs and Traffic Control Devices All signs and traffic control devices for the permitted closures shall only be installed during the specified hours. Construction signs, if placed earlier than the specified hours of closure, shall be turned or covered so as not to be visible to motorists. Hours of Darkness The Contractor shall, at no additional cost to the Contracting Agency, make all arrangements for operations during hours of darkness. Flagger stations shall be illuminated using a minimum 150 watt floodlight. Lighting used for nighttime work shall, whenever possible, be directed away from, or shielded from, residences and oncoming traffic. ' The existing lighting system shall remain operational until the new system is functioning. The Engineer may approve partial interruptions required because of staging. Traffic Blockage for Mast Arm Erection Refer to Special Provision 1-07.23(1),Special Conditions,for requirements. Signal Turn on Signal turn-on for new or rebuilt control equipment will be permitted Monday through Friday 9:00am to 2:00pm. Payment Rainier Avenue S(SR 167) Special Provisions S Grady Way to 5 2nd St November 2011 SP 89 Payment for Traffic Control Plans, shall be considered included in "Other Temporary Traffic P rY Control'. 1-10.3 Traffic Control Labor, Procedures and Devices 1-10.3(1)Traffic Control Labor Section 1-10.3(1)is supplemented with the following: (******)(Addendum No.2) The City has set the unit contract price for "Off-Duty Uniformed Police Officer" at fifty five dollars and no cents ($55.00) per hour of active traffic control. In the event this amount does not reflect the actual cost to the Contractor for a Uniformed Off-Duty Police Officer, then the Contractor should revise other bid items to include the correction factor. No adjustment to the $55.00 per hour unit price shall be made for overtime hours, holiday hours, or minimum callout charge. The Contractor shall request uniformed off-duty police officers from the City of Renton Police Department (Primary Contact: Sue Liska at 425.430.7646 or Secondary Contact: Melissa Day at 425.430.7507). The request shall be made forty-eight (48) hours before the use of the off-duty police officers on the project site. A minimum of three (3) hours call out time shall be paid for each request for off-duty police officers. The City shall pay $55.00 per hour for actual time worked by off-duty police officers; it shall be the Contractors responsibility to arrange a work schedule to minimize any additional costs incurred by the minimum three (3) hour call out requirement. The estimated uniformed off-duty police officers hours as stated in the proposal, are the City's estimate, without knowledge of the Contractors specific method of operation and is used only for the purpose of providing a common amount for all bidders. In the event actual.hours of officer time differs from the quantity listed in the proposal, no readjustment in the unit contract price for uniformed off-duty police officer will be allowed. 1-10.3(3) Traffic Control Devices ' Section 1-10.3(3) is supplemented with the following: (******) Wood Sign Posts Use the below charts to determine post size for Class A construction signs. One Post Installation Post Size Min.Sign Sq. Ft. Max.Sign Sci. Ft. 4x4 - 16.0 46 17.0 20.0 6x6 21.0 25.0 6x8 26.0 31.0 Rainier Avenue S(SR 167) Special Provisions S Grady Way to S 2nd St November 2011 SP 90 Two Post Installation (For signs 5 feet or greater in width) 4x4 - 16.0 46 17.0 36.0 6x6 37.0 46.0 6x8 47.0 75.0 *The Engineer shall determine post size for signs greater than 75 square feet. 1-10.3(3) Traffic Control Devices Section 1-10.3(3)is supplemented with the following: (******) Traffic Safety Drums used to delineate driveways and access locations to private properties within the work zone shall be yellow in color. 1 1-10.4 Measurement 1-10.4.2 Item Bids with Lump Sum for Incidentals (August 2,2004 WSDOT GSP) Section 1-10.4(2) is supplemented with the following: The bid proposal does not contain the item "Project Temporary Traffic Control," lump sum. The provisions of Section 1-10.4(2)shall apply. 1-10.5(2) Item Bids with Lump Sum for Incidentals ****** Addendum No. 2 Payment will be made in accordance with Section 1-04.1 for the following bid items when included in the proposal: Business Access Sign",each "Pedestrian Traffic Control", lump sum "Traffic Control Supervisor", lump sum "Flaggers and Spotters", per hour "uniformed Police Officer", per hour "Other Traffic Control Labor", per hour "Construction Signs,Class A", per square foot "Sequential Arrow Sign", per hour "Other Temporary Traffic Control", lump sum Rainier Avenue S(SR 167) Special Provisions S Grady Way to S 2nd St November 2011 SP 91 "Portable Changeable Message Sign", per hour END OF DIVISION 1 I 1 r Rainier Avenue S(SR 167) Special Provisions S Grady Way to S 2nd St November 2011 SP 92 DIVISION 2—EARTHWORK 2-01 CLEARING, GRUBBING,AND ROADSIDE CLEANUP 2-01.1 Description Section 2-01.1 is supplemented with the following: The limits of clearing and grubbing (construction limits) shall be defined as being the construction limit lines as shown in the Plans. Where, in the opinion of the Engineer, any trees abutting or adjacent to the limits of clearing and grubbing are damaged and require removal, the Contractor shall remove such trees. Any trees flagged by the Engineer to remain within the clearing and grubbing limits shall be left undamaged by the Contractor's operations. Any flagged trees which are damaged shall be replaced in kind at the Contractor's expense. Existing landscaping outside the construction limits including but not limited to sod rockeries, beauty bark,decorative gravel or rock, bushes,and shrubbery shall be protected from damage. The property owners shall be responsible for removing and/or relocating irrigation systems and equipment, trees, shrubs, curbing, ornamental plants, and any other decorative landscaping materials within the construction limits that they wish to save. The Contractor shall give property owners 10 days' written notice prior to removing landscaping materials. All landscaping materials that remain in the construction limits after that time period shall be removed and disposed of, by the Contractor, in accordance with Section 2-01 of the Standard Specifications,these Special Provisions,and the Plans. The Contractor shall receive approval from the Engineer prior to removal. See also Section 2- 02.3(6)of these Special Provisions. 2-01.2 Disposal of Usable Material and Debris Section 2-01.2 is supplemented with the following: The Contractor shall dispose of all debris by Disposal Method No.2—Waste Site. 2-01.5 Payment Section 2-01.5 is supplemented with the following: Payment will be made in accordance with Section 1-04.1 for the following bid item(s) when included in the proposal: Roadside Cleanup",force account "Clearing and Grubbing", lump sum Rainier Avenue S 167 SR Special Provisions ( ) S P S Grady Way to S 2nd St November 2011 SP 93 The lump sum price for "Clearing and Grubbing" shall be full compensation for all work described herein and shown in the Plans, including removing trees and shrubbery where shown in the Plans and directed by the Engineer. 2-02 REMOVAL OF STRUCTURES AND OBSTRUCTIONS 2-02.3 Construction Requirements Section 2-02.3 is supplemented with the following: (******) (Addendum No. 2) The Contractor shall remove and dispose of all items shown on the site preparation Plans and other minor items necessary to complete the Work. The following partial list of items to be removed and disposed of under Bid Schedule A is provided for the convenience of the contractor.The Contractor shall review the Contract Documents and project site to verify other items to be removed: Sheet Station/Offset Structure/Obstruction Quantity 69 12+00, RT Bus Pad&Shelter 1 70 12+25 to 13+75, LT Rockery 1 71 Decorative Rock 4 72 22+25 to 22+75, LT&24+50, LT Wall 2 72 23+90, RT Concrete Foundation 1 73 26+75 to 27+25, RT Rockery 3 73 24+75, RT Bus Pad &shelter 1 73 28+25 to 28+50, RT Wall 1 73 Decorative Rock 3 73 Decorative Statue 5 73 Power Outlet 2 73 Sign Post&Power Connection 1 74 32+50, LT Block Wall 1 74 32+00, LT Concrete Foundation 1 75 36+40, RT Bus Pad&shelter 1 75 33+60, LT& RT Wall 2 76 38+50, LT Bus Pad &Shelter 1 76 Sidewalk Mounted Plaque 1 78 Sidewalk Mounted Plaque 1 78 Signal Pole Foundation 1 78 Sign Post Foundation 1 104-113 Project Wide Remove Drainage Structures 80 ea 104-113 Project Wide Remove Drainage Pipe 2635 If Refer to the Contract Plans and Section 7-09 for Removal of Structure and Obstruction associated with Schedule B Work. Rainier Avenue S(SR 167) Special Provisions ✓ S Grady Way to S 2n°St November 2011 SP 94 Refer to the Contract Plans and Section 8-42 for Removal of Structure and Obstruction associated with Schedule C Work. Asbestos Handling And Disposal (September 30, 1996 WSDOT GSP)(Addendum No. 2) Prior to and during, the performance of any contract work, the Contractor shall verify that no asbestos containing materials are involved or will be disturbed. When asbestos is encountered, the Contractor shall be responsible for obtaining all permits from, and provide notification to, the Washington State Department of Labor and Industries, the U.S. EPA, the local air pollution control agency, and other permitting and regulatory agencies with jurisdiction over the work involving asbestos as the law requires. Prior to commencing asbestos related work, the Contractor shall provide the Engineer with written verification of approvals and notifications that have been given and/or obtained from the required jurisdictional agencies, and the Contractor's schedule for all work involving asbestos removal. The schedule shall include the sequencing and scheduling of asbestos related work, and coordination with subcontractors. The Contractor shall notify the Engineer when all approvals have been received and notifications have been made, as required by the agencies involved. The Contractor shall ensure the safety of all workers, visitors to the site, and the general public in accordance with all applicable laws, rules,and regulations. The Contractor shall designate a Washington State Certified Asbestos Supervisor (CAS) to personally supervise the asbestos removal and to ensure that the handling and removal of asbestos is accomplished by certified asbestos workers, pursuant to Washington State �11 Department of Labor and Industries standards. The Contractor shall ensure that the removal and disposal of asbestos meets the requirements of EPA regulations 40 CFR Part 61, local health department regulations,and all other applicable regulations. 2-02.3(3) Removal of Pavement,Sidewalks,and Curbs r Section 2-02.3(3) is modified as follows: Item "1." is revised as follows: In removing pavement, sidewalks,driveways, and curbs,the Contractor shall haul broken-up Ipieces to an off-site disposal site in accordance with 2-03.3(7)C. The section is supplemented with the following: When an area where pavement, sidewalk,or driveway has been removed is to be opened to traffic before pavement patching has been completed, temporary mix asphalt concrete patch shall be required. Temporary patching shall be placed to a minimum depth of 2 inches immediately after backfilling and compaction are complete, and before the road is opened to traffic. MC cold mix or MC hot mix shall be used at the discretion of the Engineer. Rainier Avenue S(SR 167) Special Provisions S Grady Way to S 2nd St November 2011 SP 95 II Contractor shall provide receipts from the disposal facility to the Project Engineer. If the material is transported to a transfer station, the Contractor shall obtain documentation indicating that final disposal will comply with the standards referenced above. For the purpose of providing a common proposal, and for that purpose only, the Contracting Agency has estimated the cost of accomplishing this item of work and has arbitrarily entered that amount in the bid proposal to become part of the total bid by the Contractor. 2-02.3(11) Building Demolition Section 2-02.3(11) is an added new section: (******)(Addendum No. 2) As part of this project, the existing building at 201 S.4th Place, shall be demolished and the site restored as shown on the Plans. The Contractor is alerted to the presence of lead paint and asbestos containing materials in the structure. See Appendix I for the Asbestos and Lead Survey on the structure. Payment Building Demolition shall be shall not be measured for payment, but shall be included in the lump sum contract price for 'Removal of Structure and Obstruction' included in Schedule A of the Bid Proposal. The limits shall be all work indicated for removal and restoration on the Site Preparation Plans including all lead and asbestos removal (See Sections 1-07.1 and 2-02.3). This �! shall include the removal, hauling and disposal of all portions of the structure down to the building slab; sawcutting, removal, haul,and disposal of the portion of the building slab that is in conflict with other proposed project features;furnishing all necessary materials,equipment, and labor; and grading for the disturbed portions of the site to provide a clean, uniform surface. 2-02.4 Measurement Section 2-02.4 is supplemented with the following: (******) "Remove or Abandon Storm Sewer Pipe" will be measured per linear foot between drainage structures regardless of whether the pipe is removed completely or abandoned in place. "Remove Fence and Posts" will be measured per linear foot along the original ground slope �I regardless of type or size of fence. "Remove Private Illumination Pole and Foundation", "Remove Private Business Sign and Foundation",and "Remove Bollard"will be measured per each, regardless of size or type. ) "Sawcutting" shall be measured per square foot of the vertical sawcut face of asphalt and/or concrete. "Remove Existing Gas Main" will be measured per linear foot along the line and slope of the j y pipe removed regardless of pipe type or size. Rainier Avenue S(SR 167) Special Provisions J 5 Grady Way to 5 2""St November 2011 SP 98 � i ' 2-02.5 Payment Section 2-02.5 is supplemented with the following: Payment will be made in accordance with Section 1-04.1 for the following Bid item included in the Proposal: "Removal of Structure and Obstruction", lump sum. See Section 7-09 for Removal of Structure and Obstruction associated with the Work in Schedule B. See Section 8-42 for Removal of Structure and Obstruction associated with the Work in Schedule C. "Remove or Abandon Storm Sewer Pipe", per linear foot. The unit Contract price per linear foot for "Abandon and Fill Storm Drain Pipe" shall be full pay for all Work required to either excavate, remove, haul, dispose of pipe, and backfill and compact the trench; or abandon the pipe in place where indicated on the Drawings and to furnish and fill the pipe with cement slurry and plug ends with commercial concrete. "Removal and Relocation of Existing Public Improvements", by force account as provided in Section 1-09.6. "Removal and Relocation of Existing Private Improvements", by force account as provided in Section 1-09.6. "Remove Fence and Posts" per linear foot. "Remove Private Illumination Pole and Foundation", per each. "Remove Private Business Sign and Foundation", per each. "Remove Bollard", per each. The unit Contract price for removal of Fence and Posts, Private Illumination Pole and Foundation, Private Business Sign and Foundation, and Bollards shall be full pay for all Work required to excavate, remove, haul,dispose of, and backfill the resulting void with gravel borrow or crushed surfacing to approximately match existing ground surface. The unit contract price also includes removing wires and capping electrical conduits, if present, near the excavation limits for the facility to be removed. If rerouting of electrical work is required by the Engineer, separate payment will be made by force account under "Removal and Relocation of Existing Private Improvements". "Sawcutting", per square foot. "Remove Existing Gas Main", per linear foot. Rainier Avenue S SR 167) Special ecial Provisions S Grady Way to S 2nd St November 2011 SP 99 1 The unit Contract price per linear foot for "Remove Gas Main" shall be full pay for all Work required to excavate, remove, haul, dispose of pipe, and backfill and compact the trench with gravel borrow. "Removal, Haul, and Disposal of Creosoted Timber", by force account as provided in Section 1-09.6. 2-03 ROADWAY EXCAVATION AND EMBANKMENT 2-03.3 Construction Requirements Section 2-03.3 is supplemented with the following: (******) I Roadway excavation shall include the removal of all materials excavated from within the limits shown on the Plans. Suitable excavated material shall be used for embankments, while surplus excavated material or unsuitable material shall be disposed of by the Contractor. Earthwork quantities and changes will be computed, either manually or by means of electronic data processing equipment, by use of the average end area method. Any changes to the proposed work as directed by the Engineer that would alter these quantities shall be calculated by the Engineer and submitted to the Contractor for his review and verification. Any excavation or embankment beyond the limits indicated in the Plans, unless ordered by the Engineer, shall not be paid for. All work and material required to return these areas to their original conditions, as directed by the Engineer, shall be provided by the Contractor at his sole expense. All areas shall be excavated, filled, and/or backfilled as necessary to comply with the grades shown on the Plans. In filled and backfilled areas, fine grading shall begin during the placement and the compaction of the final layer. In cut sections,fine grading shall begin within the final six (6) inches of cut. Final grading shall produce a surface which is smooth and even, without abrupt changes in grade. Excavation for curbs and gutters shall be accomplished by cutting accurately to the cross sections, grades and elevations shown. Care shall be taken not to excavate below the specified grades. The contractor shall maintain all excavations free from detrimental quantities of leaves, brush,sticks,trash and other debris until final acceptance of the Work. Following removal of topsoil or excavation to grade and before placement of fills or base course, the subgrade under the roadway shall be proof rolled to identify any soft or loose areas which may warrant additional compaction or excavation and replacement. The Contractor shall provide temporary drainage or protection to keep the subgrade free from standing water. Acceptable excavated native soils may be used for fill in the area requiring fills when acceptable to the Engineer. Care shall be taken to place excavated material at the optimum moisture content to achieve the specified compaction. Any native material used for fill shall be free of organics and debris and have a maximum particle size of 6 inches. Rainier Avenue S(SR 167) Special Provisions S Grady Way to S 2nd St November 2011 SP 100 It shall be the responsibility of the Contractor to prevent the native materials from becoming saturated with water. The measures may include sloping to drain, compacting the native materials, and diverting runoff away from the materials. If the Contractor fails to take such preventative measures, any costs or delay related to drying the materials shall be at his own expense. If the native materials become saturated, it shall be the responsibility of the Contractor to dry the materials, to the optimum moisture content. If sufficient acceptable native soils, as determined by the Engineer, are not available to complete construction of the roadway embankment, Gravel Borrow meeting the requirements of Section 9-03.14 of the Standard Specifications shall be used. 2-03.3(14)E Unsuitable Foundation Excavation Section 2-03.3(14)E is supplemented with the following: Excavation required and approved by the Engineer to remove unsuitable subgrade materials shall be measured and paid under "Unsuitable Foundation Excavation Including Haul" for which a unit price bid item has been provided in the Proposal. This unit bid price is applicable for removal of unsuitable subgrade within the roadway, beneath retaining wall footings and reinforcement zones, beneath utility trenches, and beneath sidewalks, curbs, and private driveways and parking lots. LThe provisions of 2-03.3(14)E of the Standard Specifications shall apply except that Sub Excavation below grade described in 2-03.3(3) of the Standard Specifications and Removal of Unstable Base Material per 2-09.3(1)C of the Standard Specifications shall also be included in the "Unsuitable Foundation Excavation Including Haul' bid item. All excavated unsuitable foundation materials shall be disposed of by the Contractor. Measurement and payment for "Unsuitable Foundation Excavation Including Haul' shall be limited to a depth of two (2) feet beneath proposed subgrade surface. Backfill of unsuitable foundation shall be with materials meeting the requirements for gravel borrow in accordance with Section 9-03.14(1)of the Standard Specifications. If excessive unsuitable foundation is encountered, and at the direction of the Engineer, the Contractor shall furnished and install Construction Geotextile for Separation per 2-12 of the Standard Specifications. The Contractor is advised that "Unsuitable Foundation Excavation Including Haul' and "Construction Geotextile for Separation" are contingent on the presence of unsuitable foundation materials. A quantity has been provided in the Bid Proposal solely to provide a common basis for bidders. The quantity may be greatly increased, decreased or reduced to zero. Payment shall be only for actual work performed based upon the unit contract price and shall be considered full compensation for the Work. 2-03.3(19) Contaminated Groundwater and Soil Section 2-02.3(19) is an added new section: Rainier Avenue S(SR 167) Special Provisions S Grady Way to S 2nd St November 2011 SP 101 See Division 2-05 for treatment and handling of contaminated or impacted soil and groundwater. 2-03.4 Measurement This Section is supplemented by adding the following: Roadway Excavation Including Haul Only one determination of the original ground elevation will be made on this project. Measurement for roadway excavation and embankment will be based on the original ground elevations recorded previous to the award of this contract. If discrepancies are discovered in the ground elevations which will materially affect the quantities of earthwork, the original computations of earthwork quantities will be adjusted accordingly. Earthwork quantities will be computed, either manually or by means of electronic data processing equipment, by use of the average end area method or by the finite element analysis method utilizing digital terrain modeling techniques. Copies of the ground cross-section notes will be available for the bidder's inspection, before the , opening of bids,at the Project Engineer's office. Upon award of the contract, copies of the original ground cross-sections will be furnished to the successful bidder on request to the Project Engineer. The Contractor shall provide all construction surveying necessary to calculate excavation, borrow, backfill and other neat-line measurement limits as required for measurement and payment of the bid items in the Proposal. All costs associated with surveying cross sections and calculation,of resulting quantities shall be considered included in the"Surveying" bid item. 2-03.5 Payment Section 2-03.5 is supplemented with the following: Payment will be made in accordance with Section 1-04.1 for the following Bi d item included in the Proposal: "Roadway Excavation Incl. Haul", per cubic yard. "Unsuitable Foundation Excavation Incl. Haul", per cubic yard. "Unsuitable Foundation Excavation Including Haul" shall be measured and paid per cubic yard (CY) as described in the Standard Specification and these Special Provisions. An additional Rainier Avenue S(SR 167) Special Provisions S Grady Way to S 2nd St November 2011 SP 102 1 payment shall be made under the unit bid price for the material utilized to backfill and compact the resulting void. "Gravel Borrow Incl. Haul", per ton. "Gravel Borrow Incl. Haul for Water", per ton. Payment for embankment compaction will not be made as a separate item. All costs for embankment compaction shall be included in other bid items involved. 2-04 HAUL 2-04.5 Payment Section 2-04.5 is supplemented with the following: All costs for the hauling of material to, from, or on the job site shall be considered incidental to and included in the unit price of other•units of work. 2-05 IDENTIFICATION, HANDLING, TRANSPORTING AND DISPOSING OF CONTAMINATED/IMPACTED SOIL AND GROUNDWATER Section 2-05 is and added New Section: 2-05.1 Description These Specifications direct the Contractor regarding the identification, notification, handling, transport and disposal requirements for contaminated soil and groundwater generated in connection with road and utility construction activities including dewatering well installation that may be required for this Project. 2-05.3 Construction Requirements Removal and Disposal of Hazardous Material Hazardous materials are suspected to exist on this project. Approximate limits of known or suspect contamination are identified in the Plans. The site history, prior studies and/or test results indicate a potential for encountering petroleum hydrocarbons and petroleum-related constituents, petroleum fuels (gasoline, diesel, etc) and other waste oil-related contaminants and dry cleaning solvents broadly classified as Volatile Organic Compounds (VOCs) in soil, groundwater,and/or confined spaces. Copies of the environmental reports are available for review at the Engineer's office. Except for water discharge permits which shall be the Contractor's responsibility, all necessary permits for this work will be furnished by the Contracting Agency. The Contractor is responsible for all work, records, and reports required to perform the work described in this section. Prior to the start of work, the Contractor shall provide a written Contaminated Soil and Groundwater Handling and Management Plan presenting a detailed description of the Rainier Avenue S(SR 167) Special Provisions S Grady Way to S 2nd St November 2011 SP 103 I Contractor's proposed method for containment, loading and hauling of contaminated media that is in accordance with these Contract Documents. The Contractor shall not undertake direct communication with regulatory agencies regarding waste designation and shall route all such communications through the City. The Contracting Agency will perform all testing of suspected hazardous or contaminated material except for water discharge which shall be the Contractor's responsibility. In the Project area of Rainier Avenue South between the Railroad Right-of-Way and South 4th Place,the Contractor shall notify the City 3 months(90 days) prior to beginning work. In the remaining areas of the Project identified in the Plans as contaminated, the Contractor shall notify the Contracting Agency 10 days prior to beginning work. The Contractor shall notify the Engineer immediately if contamination is discovered in areas other than those identified in the Plans,or is suspected through observations such as an oily sheen or discolored soils that may or may not emit strong chemical odors. Contaminated Soil and Hazardous Material The Engineer will determine the limits of excavation required. All material that is designated by the Engineer to be removed shall be handled and stored in a manner that prevents the spread of contamination to adjacent soil or water or other surfaces. The Contractor shall submit equipment and personnel decontamination procedures, as part of the Contractor's Health and Safety Plan, prior to mobilization for the City's review. Separate stockpiles shall be maintained for known hazardous or contaminated material and for suspected hazardous or contaminated material. The Contractor shall transport hazardous or contaminated material and dispose of it at a permitted facility. The Contractor shall provide the City with a copy of the shipping manifest or bill of lading indicating the amount of material hauled to disposal, and bearing the disposal site operator's confirmation for receipt of the material. Manifests shall be provided within one (1) working day of disposal. In the Project area of Rainier Avenue South between the Railroad Right-of-Way and South 4th Place the Contractor must follow all handling, transport, disposal and documentation requirements related to contaminated soil in accordance with the "Contained in" exemption letter to be obtained by the City and provided to the Contractor, and all applicable federal, state and local guidelines. Contaminated Water All water that is removed from the areas of contamination, including free water that leaches from contaminated soil stockpiles or water that is suspected of being contaminated, shall be collected, handled and stored in a manner that prevents the spread of contamination to adjacent soil or water or other surfaces. The Contractor is responsible for all contaminated water sampling required to determine appropriate treatment,discharge or disposal. Rainier Avenue S(SR 167) Special Provisions S Grady Way to S 2nd St November 2011 SP 104 ' The Contractor shall transport contaminated water and dispose of it at a permitted facility or obtain a permit for sanitary sewer discharge and treat the water to meet permit criteria before discharge to the sanitary sewer. If the Contractor elects sewer discharge, the Contractor shall secure at the Contractor's expense all necessary discharge authorizations and permits from the City and from King County per httr)://www.kinecounty.eov/environment/wastewater/IndustrialWaste/GettingDischareeApprov al/Construction.aspx and all other regulatory agencies with appropriate jurisdiction. The Contractor shall provide a copy of all authorizations and Permits to Engineer. The Contractor is responsible for permit compliance, monitoring and sampling. Sampling documentation shall be provided to the City. For water transported off-site for treatment/disposal, the Contractor shall provide the City with a copy of the shipping manifest or bill of lading indicating the amount of material hauled to treatment or disposal, and bearing the treatment/disposal site operator's confirmation for receipt of the material. 2-05.4 Measurement Solvent Contaminated Excavation and Disposal Incl. Haul shall be measured by the ton based on tonnage reported on the shipping manifest or bill of lading from the permitted disposal facility. Petroleum Contaminated Excavation and Disposal Incl. Haul shall be measured by the ton based on tonnage reported on the shipping manifest or bill of lading from the permitted disposal facility. No specific unit of measure shall apply to the force account item "Contaminated Water Treatment" 2-05.5 Payment Payment will be made in accordance with Section 1-04.1 for the following Bid item included in the Proposal: "Solvent Contaminated Excavation and Disposal Incl. Haul", per ton "Petroleum Contaminated Excavation and Disposal Incl. Haul" per ton The unit Contract price per ton for "Solvent Contaminated Excavation and Disposal Incl. Haul" and "Petroleum Contaminated Excavation and Disposal Incl. Haul" shall include preparation of an approved Contaminated Soil and Groundwater Handling and Management Plan, excavation, stockpiling and protection of stockpiles, haul and disposal at a permitted facility. The bid items Solvent Contaminated Excavation and Disposal Incl. Haul "and Petroleum Contaminated Excavation and Disposal Incl. Haul" are included in Bid Schedules A, B, and C for the purpose of budget tracking. Schedule A will include all work associated with roadway, sidewalks, retaining walls, and storm drainage installation; Schedule B will include all work Rainier Avenue S(SR 167) Special Provisions S Grady Way to S 2""St November 2011 SP 105 associated with water system installation; and Schedule C will include all work associated with the joint trench installation. "Contaminated Water Treatment" by force account. For the purpose of providing a common proposal, and for that purpose only, the Contracting Agency has estimated the cost of treatment for this item of work and has arbitrarily entered that amount in the bid proposal to become part of the total bid by the Contractor. A force account estimate for"Contaminated Water Treatment" is included in Bid Schedules A, B, and C for the purpose of budget tracking. Schedule A will include all work associated with roadway, sidewalks, retaining walls, and storm drainage installation; Schedule B will include all work associated with water system installation; and Schedule C will include all work associated with the joint trench installation. Distribution between the bid schedules will be on a pro-rata basis as determined by the Engineer. Method of treatment and/or disposal shall be proposed by the Contractor and approved by the Engineer. 2-06 SUBGRADE PREPARATION 2-06.5 Payment Section 2-06.5 is supplemented with the following: Subgrade preparation and maintenance including watering shall be considered as incidental to the construction and all costs thereof shall be included in the unit or lump sum contract bid prices contained in the proposal. 2-09 STRUCTURE EXCAVATION 2-09.1 Description Section 2-09.1 is supplemented by adding the following: This work also includes the excavation, haul, and disposal of all unsuitable materials within the plan limits of excavation such as peat, muck, swampy or unsuitable materials including buried logs and stumps. 2-09.3(1)D Disposal of Excavated Material Section 2-09.3(1)D is revised as follows: (******) I i The second paragraph is replaced with: All costs for disposing of excavated material within or external to the project limits shall be included in the various bid items in the Contract. The third paragraph is replaced with: , Rainier Avenue S(SR 167) Special Provisions S Grady Way to S 2 n St November 2011 �I SP 106 If the contract includes structure excavation, Class A or B, including haul, the unit contract price shall include all costs for loading and hauling the material the full required.distance, otherwise all such disposal costs shall.be considered incidental to the Contract. 2-09.4 Measurement The second sentence of the eleventh paragraph of Section 2-09.4 is replaced with the following: Shoring or Extra Excavation Class B for will be measured for payment only when structure excavation is four-feet (4') or deeper measured from existing ground surface to the bottom of pipe zone bedding. Shoring or Extra Excavation Class B will measured and paid per square foot based upon the following calculation: Depth: Actual trench depth from existing ground to bottom of pipe zone bedding, only when this dimension is four-feet(4')or greater. Length: Linear foot of trench excavated to a depth of four-feet (4') or greater along the centerline of the structure installed. Depth shall be measured only once, not for both sides of the excavation. Area (sf): Depth x Length "Shoring or Extra Excavation Cl. B for " is included in each bid schedule and shall apply only to the Work contained in the Bid Schedule in which it appears. "Structure Excavation Class B Incl.Joint Utility Trench" shall be measured by the cubic yard. No measurement of material excavated beyond the limits indicated below will be made. For underground utility conduits the limits shall be as follows: Horizontal: Duct Bank Width+Minimum Separation+6 inches Lower: Three inches below the bottom of the lowest duct bank within the trench. Upper: The top surface of the ground when the structure excavation work begins. A duct bank shall be defined as an array of closely spaced conduits. For vaults and handholes the limits shall be as follows: Horizontal: 18 inches outside the perimeter of the vault or handhole. Lower: 6 inches below the bottom of the vault Rainier Avenue S SR 167 i C 1 Special Provisions S Grady Way to S 2nd St November 2011 SP 107 I Upper: The top surface of the ground when the structure excavation begins. 2-09.5 Payment , Section 2-09.5 is supplemented as follows: Payment will be made in accordance with Section 1-04.1 for the following Bid item included in the Proposal: "Structure Excavation Class A Incl. Haul", per cubic yard. "Shoring or Extra Excavation Class A", lump sum. "Structure Excavation Class B Incl. Haul for Joint Utility Trench", per cubic yard. "Shoring or Extra Excavation Class B for Water", per square foot. "Shoring or Extra Excavation Class B for Joint Utility Trench", per square foot. 2-12 CONSTRUCTION GEOSYNTHETIC 2-12.2 Materials Section 2-12.2 is supplemented as follows: "Construction Geotextile for Underground Drainage" shall be moderate survivability and non- woven. 2-12.5 Payment Section 2-12.5 is supplemented as follows: Payment will be made in accordance with Section 1-04.1 for the following Bid item included in the Proposal: "Construction Geotextile for Underground Drainage", per square yard. "Construction Geotextile for Separation", per square yard. END OF DIVISION 2 Rainier Avenue S SR 167 Special Provisions S Grady Way to S 2nd St November 2011 SP 108 DIVISION 4—BASES 4-04 BALLAST AND CRUSHED SURFACING 4-04.1 Description Section 4-04.1 is supplemented with the following: Crushed Surfacing shall be placed where shown in the Plans, as a base for sidewalks, driveways, and pavement, at existing driveways to provide temporary access, as backfill for unsuitable foundation excavation, at mailbox supports,or for any other purposes deemed necessary by the Engineer. 4-04.3 Construction Requirements 4-04.3(4)Placing and Spreading Item 2 of Section 4-04.3(3)and Section 4-04(4), is replaced with the following: 2. Road Mix Method. The road mix method of mixing surfacing material will not be allowed. 4-04.5 Payment Section 4-04.5 is supplemented with the following: Payment will be made in accordance with Section 1-04.1 for the following bid items when included in the proposal: "Crushed Surfacing Base Course", per ton. The unit contract price per ton for "Crushed Surfacing Base Course" shall also include compacting, and removing and hauling to waste when required by the Engineer. Crushed Surfacing Base Course used for utility trench backfill shall not be paid under this item, but shall be paid separately as 'Gravel Backfill Incl. Haul END OF DIVISION 4 Rainier Avenue S(SR 167) Special Provisions S Grady Way to S 2nd St November 2011 SP 109 DIVISION 5—SURFACE TREATMENTS AND PAVEMENTS 5-04 ASPHALT CONCRETE PAVEMENT 5-04.1 Description Section 5-04.1 is supplemented with the following: (******) Asphalt concrete pavement shall be used at the following locations on the project: 1. HMA CI 1/2", PG 70-22: For all asphalt concrete roadway construction and reconstruction per the Typical Roadway section details on the Plans. 2. Commercial HMA: For all asphalt concrete construction or reconstruction behind back of curb where such construction is shown on the Plans or directed by the Engineer. 3. Temporary Pavement: For all temporary asphalt concrete construction and patching as directed by the Engineer. 5-04.2 Materials Section 5-04.2 is supplemented with the following: (January 3,2011 WSDOT GSP) The number of ESAL's for the design and acceptance of the HMA shall be*** 10 Million ***. 5-04.3 Construction Requirements 5-04.3(5)A Preparation Of Existing Surfaces Section 5-04.3(5)A is supplemented with the following: (******) In accordance with Section 1-07.15(1) Spill Prevention, Control and Countermeasures Plan (SPCC), as part of the SPCC the Contractor shall address the mitigating measures to be taken in the event that the paving operation is suspended or terminated prior to the asphalt for tack coat being fully covered. 5-04.3(7)A Mix Design (March 10,2010 APWA GSP) Delete this section and replace it with the following; 1. General. Prior to the production of HMA, the Contractor shall determine a design aggregate structure and asphalt binder content in accordance with WSDOT Standard Operating Rainier Avenue S(SR 167) Special Provisions S Grady Way to S 2nd St November 2011 SP 110 Procedure 732. Once the design aggregate structure and asphalt binder content have been determined, the Contractor shall submit the HMA mix design on DOT form 350-042 demonstrating the design meets the requirements of Sections 9-03.8(2) and 9-03.8(6). HMA accepted by nonstatistical evaluation requires a mix design verification. For HMA accepted by commercial evaluation only the first page of DOT form 350-042 and the percent of asphalt binder is required. In no case shall the paving begin before the determination of anti-strip requirements has been made. Anti-strip requirements will be determined by: a. Testing by WSDOT in accordance with TM 718. b. Testing by Contractor in accordance with WSDOT TM 718. C. Historical aggregate source ant-strip use provided by WDOT. The mix design will be the initial Job Mix Formula (JMF) for the HMA being produced. Any additional adjustments to the JMF will require the approval of the Project Engineer and may be made per Section 9-03.8(7). 2. Mix Design Verification. Verification shall be accomplished by one of the following processes: a. Submit samples to WSDOT State Materials Lab for WSDOT verification testing in accordance with WSDOT Standard Specifications. b. The contracting agency will perform tests to verify the mix design in accordance with the Field Verification Testing Process. C. Reference a mix design that has been previously verified by the Field Verification Testing Process or verified by WSDOT State Materials Lab on a previous project. d. Perform Field Verification Testing on a sample of HMA provided by the Contractor prior to paving. Mix design verification is valid for one year from the date of verification. At the discretion of g Y the Engineer, agencies may accept mix designs verified beyond the verification year with certification from the Contractor that the materials and sources are the same as those shown on the original mix design. 3. Field Verification Testing Process. The Contracting agency will collect three Production Samples of HMA on the first day of paving per AASHTO T 168 sampling procedures. a. The Contracting agency will test one Production Sample in accordance with section 5-04.3(8)A for field verification per the requirements of Section 9-03.8(7). b. If the test results from the first Production Sample are within the tolerances of section 9-03.8(7), the mix design will be considered verified and the test results will be used as acceptance sample number one. Rainier Avenue S(SR 167) Special Provisions S Grady Way to S 2nd St November 2011 SP 111 C. If the test results from the first Production Sample are outside the tolerances of section 9-03.8(7), the other two samples will be tested and the results of all three tests will be used for acceptance in accordance with Section 5-04.5(1) and will be used in the calculation of the CPF the maximum CPF shall be 1.00. 4. Prior to the first day of paving, six Ignition Furnace Calibration Samples shall be obtained to calibrate the Ignition Furnaces used for acceptance testing of the HMA. Calibration samples shall be provided by the Contractor when directed by the Engineer. Calibration samples shall be prepared in accordance with WSDOT SOP 728. 5-04.3(8)A1, General (March 10, 2010 APWA GSP) Delete these sections and replace them with the following: Acceptance of HMA shall be as defined under nonstatistical or commercial evaluation. Nonstatistical evaluation will be used for all HMA not designated as Commercial HMA in the contract documents. Commercial evaluation will be used for Commercial HMA and for other classes of HMA in the following applications: sidewalks, road approaches, ditches, slopes, paths, trails, gores, prelevel, and pavement repair. Other nonstructural applications of HMA accepted by commercial evaluation shall be as approved by the Project Engineer. Sampling and testing of HMA accepted by commercial evaluation will be at the option of the Project Engineer. Commercial HMA can be accepted by a contractor certification letter stating the material meets the HMA requirements defined in the contract. 5-04.3(8)A4, Definition of Sampling Lot and Sublot (March 10,2010 APWA GSP) Delete this section and replace it with the following: For the purpose of acceptance sampling and testing,a lot is defined as the total quantity of material or work produced for each job mix formula (JMF) placed. Only one lot per mix design will be expected to occur. The initial JMF is defined in Section 5-04.3(7)A Mix Design. The Contractor may request a change in the JMF in accordance with Section 9- 03.8(7). If the request is approved, all of the material produced up to the time of the change will be evaluated on the basis of tests on samples taken from that material and a new lot will begin. For proposal quantities less than 2500 tons sampling and testing for evaluation shall be performed as described in 5-04.3(7)A, item 3, Field Verification Testing Process. The verification sample referenced in item 3b may be used as an acceptance sample, additional testing will be at the discretion of the Engineer. When using a previously verified mix design, testing for volumetric properties may be waived at the engineer's Rainier Avenue S(SR 167) Special Provisions S Grady Way to S 2nd St November 2011 SP 112 discretion. At least one acceptance sample is required when using this method of acceptance. For proposal quantities greater than 2500 tons sampling and testing for evaluation shall be performed as described in 5-04.3(7)A, item 3, Field Verification Testing Process, for the first 2500 tons of mix placed. The verification sample referenced in item 3b may be used as an acceptance sample for the first 2500 tons of mix placed. Additional testing will be at the rate of one sample per 800 tons of mix placed or as directed by the Engineer. When using a previously verified mix design, testing for volumetric properties may be waived at the engineer's discretion. 5-04.3(8)A5, Test Results (March 10,2010 APWA GSP) Delete this section and replace it with the following: The Engineer will furnish the Contractor with a copy of the results of all acceptance testing performed in the field at the beginning of the next paving shift.The Engineer will also provide the Composite Pay Factor (CPF) of the completed sublots after three sublots have been produced. The CPF will be provided by the midpoint of the next paving shift after sampling. Sublot sample test results (gradation and asphalt binder content) may be challenged by the Contractor. For HMA mixture accepted by statistical evaluation with a mix design that did not meet the verification tolerances, the test results in the test section including the percent air voids (Va) may be challenged. To challenge test results,the Contractor shall submit a written challenge within 7-calendar days after receipt of the specific test results. A split of the original acceptance sample will be sent for testing to either the Region Materials Laboratory or the State Materials Laboratory as determined by the Project Engineer. The split of the sample with challenged results will not be tested with the same equipment or by the same tester that ran the original acceptance test.The challenge sample will be tested for a complete gradation analysis and for asphalt binder content. The results of the challenge sample will be compared to the original results of the acceptance sample test and evaluated according to the following criteria: Deviation U.S. No.4 sieve and larger Percent passing±4.0 U.S. No. 8 sieve Percent passing±2.0 U.S. No. 200 sieve Percent passing±0.4 Asphalt binder Percent binder content±0.3 Va Percent Va ±03 If the results of the challenge sample testin g are within the allowable deviation established above for each parameter, the acceptance sample test results will be used Rainier Avenue S(SR 167) Special Provisions S Grady Way to 5 2nd St November 2011 SP 113 for acceptance of the HMA.The cost of testing will be deducted from any monies due or that may come due the Contractor under the Contract at the rate of$250 per challenge sample. If the results of the challenge sample testing are outside of any one parameter established above,the challenge sample will be used for acceptance of the HMA and the cost of testing will be the Contracting Agency's responsibility. 5-04.3(8)A7 Test Section—HMA Mixtures (March 10, 2010 APWA GSP) Delete this section. 5-04.3(12)Joints (January 5,2004 WSDOT GSP) Section 5-04.3(12) is supplemented with the following: HMA utilized in the construction of joint wedges shall be modified by eliminating the coarse aggregate from the mix at the Contractor's plant or the commercial source or by raking the joint on the roadway,to the satisfaction of the Engineer. 5-04.3(13)Surface Smoothness (January 5,2004 WSDOT GSP) The second sentence of Section 5-04.3(13) is revised to read: The completed surface of the wearing course shall not vary more than 1/4 inch from the lower edge of a 10-foot straightedge placed on the surface parallel to centerline. 5-04.3(14)Planing Bituminous Pavement (January 5,2004 WSDOT GSP) Section 5-04.3(14) is supplemented with the following: The Contractor shall perform the planing operations no more than three(3)calendar days ahead of the time the planed area is to be paved with HMA, unless otherwise allowed by the Engineer in writing. 5-04.3(14)Planing Bituminous Pavement (August 3,2009 WSDOT GSP) Section 5-04.3(14) is supplemented with the following: Beveled Edge Planing A beveled edge shall be constructed in areas that will not be paved during the same work shift. Rainier Avenue S(SR 167) Special Provisions S Grady Way to S 2nd St November 2011 SP 114 1 The Contractor shall use a beveled cutter on the mandrel of the planing equipment, or other approved method(s),to eliminate the vertical edge(s). The beveled edge(s) shall be constructed at a 4:1 slope. 5-04.3(14) Planing Bituminous Pavement Section 5-04.3(14) is supplemented with the following: (******) Equipment For traveled lane areas, the Contractor shall use asphalt concrete planing equipment with a Triple Wrap Head or an approved equal. The milling head shall be a minimum 72 inches in width,with a maximum tooth spacing of 5/8 inch or as approved by the Engineer. lTransverse Joints The full depth end of each lane of planing shall be squared off to form a uniform transverse joint. The Contractor shall construct and maintain a temporary HMA wedge in accordance with Section 5-04.3(12) across the entire width of the transverse edge when traffic is allowed on the planed surface prior to paving. The wedge shall be constructed before opening the lane to traffic. The Contractor shall remove the wedge immediately prior to paving. 5-04.3(16)Weather Limitations (August 3,2009 WSDOT GSP) The first sentence of Section 5-04.3(16) is revised to read: HMA for wearing course shall not be placed on any traveled way from *** October 1 *** and through March 31st of the following year without written approval from the Engineer. j5-04.3(22)Temporary Pavement Section 5-04.3(22) is added: (******) Temporary pavement is required to open areas to traffic during construction. These areas include the voids created by the removal of existing traffic islands and curbing, paving over excavated roadway and utility trenches to provide paved access to private properties, and ramps for property access during cement concrete approach construction. Temporary pavement shall be hot mix asphalt concrete pavement. All temporary paving shall be placed with a minimum thickness of 2 inches. All temporary paving shall be approved by the Engineer before placement. Any areas of temporary pavement to be removed and replaced shall be approved by the Engineer before placement. This work shall also include the removal of the temporary pavement prior to paving of final asphalt concrete pavement. Temporary Pavement, Hot mix asphalt will be used for any trench restoration within the traveled way. Whether temporary or permanent, saw cut and treat edges with CSS-1 asphalt emulsion and apply a minimum 3-inch pavement depth or match existing, whichever is greater. Rainier Avenue S(SR 167) Special Provisions S Grady Way to S 2nd St November 2011 SP 115 Also, fill voids created by the removal of existing traffic islands and curbing, paving over excavated roadway to temporary access to adjacent properties, and ramps for property access during concrete approach construction. Temporary Pavement,cold mix asphalt is allowed for any temporary paving outside the traveled way. The cold mix shall be approved by the Engineer and placed in a 2-inch minimum thickness. Placement of temporary pavement without prior approval of the Engineer shall be considered as a benefit of the Contractor and no cost to the owner. Any areas of temporary pavement to be removed and replaced require prior approval by the Engineer. This work shall include the removal of the temporary pavement prior to paving of final asphalt concrete pavement. The Contractor shall excavate and remove temporary pavement to the required subgrade depth to construct and install the proposed pavement section. Excavation and removal of temporary pavement, to subgrade depth, shall be considered included in the unit cost for "Temporary Pavement." 5-04.4 Measurement (September 5,2006 WSDOT GSP) Section 5-04.4 is supplemented with the following: No specific unit of measurement will apply to the calculated item of asphalt cost price adjustment. 5-04.4 Measurement Section 5-04.4 is supplemented with the following: Temporary pavement will be measured by the ton of material actually placed,with no deduction being made for the weight of liquid asphalt, blending sand, mineral filler, or any other component of the mixture. Temporary Pavement is defined as pavement placed and subsequently removed prior to the final hot mix asphalt and base course required by the typical sections on the Plans. 5-04.5 Payment (September 8,2008 WSDOT GSP) Section 5-04.5 is supplemented with the following: Asphalt Cost Price Adjustment The Contracting Agency will make an Asphalt Cost Price Adjustment, either a credit or a payment, for qualifying changes in the reference cost of asphalt binder. The adjustment will be applied to partial payments made according to Section 1-09.9 for the following bid items when they are included in the proposal: "HMA Cl._PG_" "HMA for Approach Cl._PG Rainier Avenue S(SR 167) Special Provisions S Grady Way to S 2nd St November 2011 SP 116 I HMA for Preleveling Cl._PG ' "HMA for Pavement Repair Cl._PG "Commercial HMA" The adjustment is not a guarantee of full compensation for changes in the cost of asphalt binder. The Contracting Agency does not guarantee that asphalt binder will be available at the reference cost. The Contracting Agency will establish the asphalt binder reference cost twice each month and post the information on the Agency website at: httr)://www.wsdot.wa.eov/biz/construction/Asphaltlndex.cfm The reference cost will be determined using posted prices furnished by Poten & Partners, Inc. If the selected price source ceases to be available for any reason,then the Contracting Agency will select a substitute price source to establish the reference cost. The base cost established for this contract is the reference cost posted on the Agency website for the period immediately preceding the bid opening date. Adjustments will be based on the most current reference cost for Western Washington or Eastern Washington as posted on the Agency website, depending on where the work is performed. For work completed after all authorized working days are used,the adjustment will be based on the posted reference cost during which contract time was exhausted. The adjustment will be calculated as follows: No adjustment will be made if the reference cost is within 5%of the base cost. If the reference cost is greater than or equal to 105%of the base cost,then Adjustment=(Current Reference Cost—(1.05 x Base Cost))x(Q x 0.056). If the reference cost is less than or equal to 95%of the base cost,then Adjustment=(Current Reference Cost—(0.95 x Base Cost))x(Q x 0.056). Where Q = total tons of all classes of HMA paid in the current month's progress payment. "Asphalt Cost Price Adjustment", by calculation. "Asphalt Cost Price Adjustment" will be calculated and paid for as described in this section. For the purpose of providing a common proposal for all bidders,the Contracting Agency has entered an amount in the proposal to become a part of the total bid by the Contractor. 5-04.5 Payment Section 5-04.5 is supplemented with the following: Rainier Avenue S(SR 167) Special Provisions S Grady Way to S 2nd St November 2011 SP 117 Payment will be made in accordance with Section 1-04.1 for the following bid items when , included in the proposal: "HMA Cl.%Z" PG 70-22", per ton. "HMA for Preleveling Cl. 1/2" PG 70-22", per ton. "HMA for Overlay Cl. %2" PG 70-22", per ton "Pavement Repair Excavation Incl. Haul", per square yard The unit Contract price per square yard for"Pavement Repair Excavation Incl. Haul" shall be full payment for all costs incurred to perform the Work described in Section 5-04.3(5)E with the exception, however,that all costs involved in the placement of HMA shall be included in the unit Contract price per ton for"HMA Cl.W PG 70-22", per ton. "Planing Bituminous Pavement", per square yard. "Temporary Pavement", per ton. Included in the cost per ton for "Temporary Pavement" shall be placement&compaction of hot mix asphalt, cold mix asphalt, roadway excavation to proposed subgrade depths, haul and disposal of temporary pavement. "Commercial HMA", per ton. "Job Mix Compliance Price Adjustment", by calculation. "Compaction Price Adjustment", by calculation. 5-04.5(1)A Price Adjustments for Quality of HMA Mixture (March 10,2010 APWA GSP) Delete the first paragraph and table and replaced them with the following: Statistical analysis of quality of gradation and asphalt content will be performed based on Section 1-06.2 using the following price adjustment factors: �. Table of Price Adjustment Factors Constituent Factor"f" All aggregate passing: 1%2", 1",W, ",3/8" and No.4 sieves 2 All aggregate passing No.8 15 All aggregate passing No. 200 sieve 20 Asphalt binder 52 Delete items 1-3 in Paragraph two and replaced with the following: Rainier Avenue S(SR 167) Special Provisions S Grady Way to S 2nd St November 2011 SP 118 A pay factor will be calculated for sieves listed in Section 9-03.8(7) for the class of HMA and for the asphalt binder. 1. Nonstatistical Evaluation. Each lot of HMA produced under Nonstatistical Evaluation and having all constituents falling within the tolerance limits of the job mix formula shall be accepted at the unit contract price with no further evaluation. When one or more constituents fall outside the nonstatistical acceptance tolerance limits in Section 9-03.8(7), the lot shall be evaluated in accordance with Section 1-06.2 to determine the appropriate CPF. The nonstatistical tolerance limits will be used in the calculation of the CPF and the maximum CPF shall be 1.00. When less than three sublots exist, backup samples of the existing sublots or samples from the street shall be tested to provide a minimum of three sets of results for evaluation. 2. Commercial Evaluation. If sampled and tested, HMA produced under Commercial Evaluation and having all constituents falling within the tolerance limits of the job mix formula shall be accepted at the unit contract price with no further evaluation. When one or more constituents fall outside the commercial acceptance tolerance limits in Section 9-03.8(7), the lot shall be evaluated to determine the appropriate CPF. The commercial tolerance limits will be used in the calculation of the CPF and the maximum CPF shall be 1.00. When less than three sublots exist, backup samples of the existing sublots or samples from the street shall be tested to provide a minimum of three sets of results for evaluation. For each lot of HMA produced under Nonstatistical or Commercial Evaluation when the calculated CPF is less than 1.00,a Nonconforming Mix factor(NCMF)will be determined. The NCMF equals the algebraic difference of CPF minus 1.00 multiplied by 60 percent. ' The Job Mix Compliance Price Adjustment will be calculated as the product of the NCMF, the quantity of HMA in the lot in tons, and the unit contract price per ton of the mix. If a constituent is not measured in accordance with these Specifications, its individual pay factor will be considered 1.00 in calculating the composite pay factor. 5-04.5(1)6 Price Adjustments for Quality of HMA Compaction (March 10,2010 APWA GSP) Delete this section and replace it with the following: The maximum CPF of a compaction lot is 1.00 For each compaction lot of HMA when the CPF is less than 1.00, a Nonconforming Compaction Factor (NCCF) will be determined. THE NCCF equals the algebraic difference of CPF minus 1.00 multiplied by 40 percent. The Compaction Price Adjustment will be calculated as the product of the NCCF,the quantity of HMA in the lot in tons and the unit contract price per ton of the mix. Rainier Avenue S(SR 167) Special Provisions S Grady Way to S 2nd St November 2011 SP 119 5-05 . CEMENT CONCRETE PAVEMENT 5-05.1 Description Section 5-05.1 is supplemented as follows: This work shall also consist of constructing decorative stamped concrete pavement, located in traffic medians, in front of Wall 4,and pedestrian islands,and decorative crosswalk treatment as noted on the Plans, in conformity with the lines, grades, thicknesses, and typical cross-sections shown on the Plans. 5-05.2 Materials Section 5-05.2 is supplemented as follows: Decorative Crosswalk Treatment shall be as detailed on Plans. 5-05.3 Construction Requirements Section 5-05.3 is supplemented as follows: Decorative Stamped Concrete Pavement thickness shall be as shown on the Plans and shall be stamped and colored per requirements of Section 8-14.3, Decorative Stamped Concrete Finish. Full depth expansion joints shall be constructed with a maximum spacing of 10 feet, and as detailed on the Plans. Asphalt mastic joint fillers shall be 3/8" x 4" and of the same material as that used in the curb with matching expansion joint locations. Expansion joints shall be provided as shown on the Plans, or in locations to be approved by the Engineer for best appearance. Cement Concrete Pavement beneath pedestrian islands shall be broom finish with score joints located along the pedestrian walkways as indicated on the Plans. 5-05.3(1)A Decorative Stamped Concrete Pavement Section 5-05.3(1)A is an added new section: (******) Prior to start of pavement work,the Contractor shall provide samples of the decorative stamped concrete finish to be approved by the Engineer in accordance with Section 8-14,3 herein.. The approved sample shall be the standard for acceptance of the rest of the work installed, and shall be protected from damage until final acceptance and approval. Completed work not meeting the visual quality of the approved sample shall be removed and replaced by the Contractor at no additional cost to the City. Rainier Avenue 5(SR 167) Special Provisions S Grady Way to S 2""St November 2011 SP 120 � i Color hardener and release agent shall be applied evenly to the surface of fresh concrete, and sealer applied according to the manufacturer's specifications. 5-05.3(8)A Contraction Joints Section 5-05.3(8)A is supplemented as follows: (******) Transverse contraction joints shall be sawed before the longitudinal joints are sawed. The first set of transverse joints shall be sawed at a maximum of 60 foot intervals, as soon as the cut can be made without undue raveling of concrete. Intermediate joints shall be sawed immediately following the first set of joints. The Contractor shall provide the Engineer a minimum 4 hours advance notice of sawcutting. Any scheduling for the sawing of joints that result in premature or uncontrolled cracking shall be revised immediately by adjusting the time interval between placing of concrete and the sawing of joints. After the revised schedule has been accepted by the Engineer, the sawing shall proceed as a continuous operation until all joints have been completed. Two or more sawing units may be required to accomplish the sawing in order to minimize random cracking. Standby Equipment shall be on the job to ensure continuity of sawing regardless of any breakdown of Equipment. An ample supply of sawblades shall be maintained at the site of pavement construction at all times during sawing operations. All equipment required for sawing shall be at the pavement construction site both before and continuously during concrete placement. Sawing Equipment shall be available immediately and continuously on a 24 hour basis, including Saturdays,Sundays and legal holidays. Formed transverse contraction joints shall be installed where designated by the Engineer, if necessary to prevent uncontrolled transverse cracks from occurring before the pavement can be sawed. 5-05.3(8)C Construction Joints Section 5-05.3(8)C is supplemented as follows: Longitudinal construction joints are placed only where shown on the Plans. Standard spacing of transverse contraction joints along straight sections of Pavement Structures shall be per the WSDOT Standard Plans. The Contractor shall give advance notice to the Engineer and coordinate the spacing. When paving adjacent to existing pavement or a previously paved lane, the new transverse joints shall be placed to match joint locations in the adjacent pavement. Where the existing joint spacing is greater than 15 feet, intermediate transverse joints shall be constructed. The area of any on irregular panel formed by contractions joints shall not exceed 225 square feet and it greatest dimensions shall not exceed 15 feet. Where uncontrolled cracks have appeared or exist in the adjacent lane,they shall be matched as nearly as possible by uniform transverse joints in the second lane. In the event uncontrolled Rainier Avenue S(SR 167) Special Provisions S Grady Way to S 2nd St November 2011 SP 121 cracks in the existing paved lane are too frequent or in random locations and impossible to match with a uniform spacing in the second lane,the two lanes shall be completely separated by %-inch joint Material along the length of the joint from 1/8 inch below the surface to one inch below the bottom of the concrete being placed. Where integral curb or doweled curb is placed along the concrete pavement, premolded joint ' filler Material shall be placed transversely across the full section of the curb in true alignment with the pavement join, perpendicular to the pavement grade. 5-05.3(11) Finishing Section 5-05.3(11) is supplemented as follows: (******) ' I Cement concrete pavement at crosswalk areas shall be finished as shown and detailed in Plans as"Decorative Crosswalk Treatment". 5-05.4 Measurement Section 5-05.5 is supplemented as follows: (******) No separate measurement will be made for Decorative Crosswalk Treatment which shall be measured and paid as"Cement Conc. Pavement." Decorative Stamped Concrete Pavement shall be paid for per square yard of installed and finished Decorative Stamped Concrete Pavement area. 5-05.5 Payment Section 5-05.5 is supplemented as follows: (******) Payment will be made in accordance with Section 1-04.1, for the following bid item when it is included in the proposal: "Cement Conc. Pavement", per cubic yard. "Decorative Stamped Concrete Pavement", per square yard. Included in the cost per square yard for "Decorative Stamped Concrete Pavement" shall be all labor, materials, costs and equipment necessary to satisfactorily complete the work as defined in the Contract Documents. The unit Contract price per cubic yard for "Cement Conc. Pavement" shall include sawcutting and sealing joints, furnishing and installing tie bars, and installing casting boxouts where necessary or as noted in the Plans. Payment for Decorative Crosswalk Treatment is included in the bid item for "Cement Conc. Pavement", no additional payment will be made. Rainier Avenue S(SR 167) Special Provisions S Grady Way to S 2""St November 2011 SP 122 Cement Concrete Island with Decorative Stamped Concrete Finish is part of pedestrian islands 1 through 6, as shown on the Plans, and will not be measured for payment under this Section. Payment will be per Section 8-19 herein. 5-06 PERVIOUS SUBGRADE ' Section 5-06 is an added new section: 5-06.1 Description Reservoir course will be installed as a drainage layer beneath the concrete pavement undercrossing of the BNSF railroad bride as indicated on the Plans. 5-06.2 Materials Reservoir Course Reservoir course aggregate shall be open graded,fractured,friction course. The aggregate must be free draining and meet the requirements of AASHTO No.3 (Select Borrow) Sieve Size Percent Passing 2-1/2" Square 100 2" 90-100 1 1-1/2" 35-70 1" 0-15 W 0-5 The Contractor shall take care as to not compact the subgrade beneath the reservoir course. 5-06.3 Construction Requirements The reservoir course shall be protected from collecting sediment during construction. The reservoir course permeable aggregate shall be compacted 90-92%maximum dry density. 5-06.4 Measurement 1 "Reservoir Course, Incl. Haul' shall be measured per ton. 5-06.5 Payment Payment will be made in accordance with Section 1-04.1, for the following bid item when it is included in the proposal: "Reservoir Course, Incl. Haul", per ton Rainier Avenue S(SR 167) Special Provisions S Grady Way to S 2nd St November 2011 SP 123 The unit contract price per ton for "Reservoir Course, Incl. Haul" shall be full payment for all materials, equipment, and labor, to furnish and install the reservoir course, including all costs to protect the reservoir course from collecting sediment during construction activities. END OF DIVISION 5 II Rainier Avenue S(SR 167) Special Provisions S Grady Way to S 2nd St November 2011 SP 124 DIVISION 6—STRUCTURES 6-02 CONCRETE STRUCTURES 6-02.1 Description Supplement this Section with the following: The work shall consist of constructing the west box culvert access manhole and connections to pump station wet well as specified herein and shown on the Plans. 6-02.2 Materials Supplement this Section with the following: Manhole access and pump station connection: Structural concrete Class 4000A. Admixtures: AASHTO M194/ASTM C494. Admixtures which control bleed, improve flowability, reduce water content, and retard set may be used in the concrete, subject to review and acceptance by the Engineer. Accelerators are not permitted. Cement: AASHTO M85/ASTM C150,Type 1, II, III or V. ' Aggregate: AASHTO M6/ASTM C33. 6-02.3 Construction Requirements Supplement this Section with the following: Contractor shall verify all existing grades and check all proposed grades prior to placement of concrete and notify the Engineer of any variations, which would modify the Manholes or other proposed feature. 1 All exposed concrete surfaces shall receive a Class 1 Surface Finish as required under Section 6- 02.3(14)A. Shop Drawings: Shop drawings shall include the following: Contractor shall submit for approval all methods of concrete form as required under Section 6-02.3(25)A. Contractor shall submit for approval methods for concrete curing. Concrete Mix Design: Mix Design, Procedures for placement,and method of curing. Rainier Avenue S(SR 167) Special Provisions S Grady Way to S 2nd St November 2011 SP 125 6-02.4 Measurement Supplement this Section with the following: No measurement will be made for work in this Section. ' 6-02.5 Payment Supplement this Section with the following: Work in this Section shall be paid under the items for'Connection to Wetwell' and 'Box Culvert Modifications,West End'in accordance with Section 7-05 of these Special Provisions. 6-07 PAINTING 6-07.1 Description Supplement this Section with the following: This work shall consist of painting systems and colors for metal elements as shown on the Plans. 6-07.2 Materials , Supplement this Section with the following: ******, 1 Paint materials shall comply with the requirements in Section 9-08 unless described in this section. Metallic Paint System Metallic paint system shall be of aliphatic acrylic polyurethane or acrylic polyurethane finish coat that contains a sparkle aluminum pigment creating a metallic aesthetic finish. It shall be a highly durable coating, resistant to abrasion, wet conditions and exterior weathering. Finish shall contain UV absorbers for extended color and gloss retention. Finish shall be semi-gloss finish. Paint shall be provided as follows: i Steel Surface Preparation:Shop sandblast using SSPC-SP6 Commercial Blast, using non-metallic abrasive. Prime Coat: Advance two-component, moisture-cured, zinc-rich primer providing extraordinary performance. Is rapid curing so chemical-and corrosion-resistant topcoats can Rainier Avenue S(SR 167) Special Provisions S Grady Way to S 2nd St November 2011 SP 126 be applied the "same-day." Also can be used for field touch-up of inorganic zinc coating. Applied at 2.5-3.5 mils DFT(falls under the CARB Metallic pigmented category) Intermediate: Polyamide Epoxy at 4.0 - 6.0 mils DFT (less than 100 grams/Liter VOC), meet performance requirements of AWWA C 210. Low VOC, excellent resistance to abrasion and suitable for chemical contact exposure. Finish: Advanced Thermoset Solution Fluoropolymer, high-solids fluoropolymer coating that provides an ultra-durable finish with user friendly brush. Outstanding color and gloss retention even in most severe exposures. Semi-gloss finish. P g Galvanized&Aluminum Metals Surface Preparation: Abrade 100% of area using a metal finishing pad designed for removing light rust and for cleaning and brightening metal to degloss and create profile. Prime Coat: Polyamide epoxy shall be a versatile low-temperature coating ideally suited for steel fabrication and OEM applications, widely used as a field tiecoat, provides fast curing, rapid handling capabilities and conforms with air pollution regulations limiting Volatile Organic Compounds (VOC) to a maximum of 340 grams/liter (2.8 Ibs/gal). Applied at 3.0 mils DFT. Finish: An Acrylic Polyurethane finish coat that contains sparkle aluminum pigment creating a metallic finish. Highly durable coating, resistant to abrasion, wet conditions and exterior weathering. High performance finish shall contain UV absorbers for extended color and gloss retention. Semi-gloss finish. Applied at 2.0 mills DFT. Quality Assurance Materials specified are those that have been evaluated for the specific service. The paint and paint products used for this project shall be approved by Engineer. Requirements for an Approved Equal: Bidder shall provide to the Owner in writing a detailed side-by-side comparison of the proposed equal Products Characteristics, Performance Characteristics, and Application Conditions for each coating specified in this specification. For consideration for approval this written comparison shall be certified and notarized by an officer of the proposed manufacturer as true and correct. For Products Characteristics this detailed side-by-side comparison shall include for example, but not limited to, Volume Solids, Weight Solids, VOC, Mix Ratio, Zinc Content in Dry Film (by weight),spreading Rate per coat, Drying Schedule,Shelf Life and Flash Point. For Performance Characteristics this detailed side-by-side comparison shall include for example, but not limited to, Abrasion Resistance, Tensile Strength, Humidity, Graffiti Resistance,Adhesion,Salt Fog Resistance and Slip Coefficient. ' Rainier Avenue S(SR 167) Special Provisions S Grady Way to S 2nd St November 2011 SP 127 The Contractor shall submit (3) samples of each custom color, textures, and gloss for approval. Appropriate metal coupon samples (steel and aluminum) shall be three (3) inches by five (5) inches. Paint colors and paint systems shall be as shown in the Paint Color/Paint System Table for the various items as included in this Section. Powder Coatine Paint System The powder coating paint system shall be composed of exterior grade pure polyester TGIC, dry powder including resins, and pigments in accordance with requirements of AAMA 605.2., and shall have the following characteristics: Glossy Surface Semi-Gloss Surface Mat Surface ' Thickness 2.5-3.5 mils/60-90 2.5-3.5 mils/60-90 2.5-3.5 mils/60-90 Gloss(1) 80-90 55-70 15-25 Cross Hatch Adhesion Hatch Pass 100% Pass 100% Pass 100% Mandrel Bending(3) 1/8"/3 mm 5/32"/4 mm 3/16"/5 mm Erichsen ' Cupping 5/16"/8 mm 1/4"/7 mm 3/16"/5 mm IS01520 Impression 95 95 95 Hardness(4) Impact Test(5) Up to 160"/Ib Up to 160"/Ib Up to 160"/Ib Pencil 2H (min.) 2H (min.) 2H (min.) Hardness(6) Dry Mill Test OK OK OK Salt Spray Test 1500 h test, max. 1500 h test max. 1500 h test, max. 7 undercut undercut ( ) mm 1/16"/1 mm 1/16"/1 undercut 1/16"/1 mm Rainier Avenue S(SR 167) Special Provisions S Grady Way to S 2nd St November 2011 SP 128 1500 h test min. 1500 h test, min. Humidity 1500 h test, min. Resistance (8) blisters blisters blisters 1/16"/1 mm 1/16"/1 mm 1/16"/1 mm Key: (1)Gloss According to Gardner 60 degrees,ASTM D 523. (2) Cross Hatch Adhesion,ASTM D 3359, Method B. (3) Mandrel Bending Test,ASTM D 522. (4) Impression hardness,ASTM B 3363. (5) Impact Test,ASTM D 2794; (0.1) inch distortion. (6) Pencil Hardness,ASTM B 3363. ' (7)Salt spray Resistance Test,ASTM B 117. (8) Humidity Resistance Test,ASTM D 2247. Paint Color/Paint System Table Specification Item Paint Color Paint System Section 8-26 Pedestrian Handrail RAL 9005 Powder Coatin g Paint "Jet Black" System Powder Coating Paint 8-31 Metal Bench 'Black" System shall be per manufacturer Powder Coating Paint 8-32 Trash Receptacles "Black" System shall be per manufacturer 8-33 Gateway Sign-Sign "Medium Copper" Metallic Paint System Logo Graphic Gateway Sign- RAL 7047 Powder Coating Paint 8-33 Decorative Art Poles „ System Telegrey 4 Decorative Sheath 8-33 Column—Cap& "Medium Copper" Metallic Paint System 1 Lower Bands-Finish C Rainier Avenue S(SR 167) Special Provisions S Grady Way to S 2nd St November 2011 SP 129 Gateway Trellis- RAL 7024 Powder Coating Paint 8-34 Overhead Structure- Finish 1 "Graphite Gray" System 8-34 Gateway Trellis ' Column—Cap& "Dark Copper Metallic" Metallic Paint System Bottom Band- Finish Gateway Trellis RAL 7024 Powder Coating Paint 8-34 Column Post —Metal Post-Finish D "Graphite Gray" System Identity Pole—Cap& 8-35 Bottom Bands- "Dark Copper Metallic" Metallic Paint System Finish C Identity Pole-Metal RAL 7024 Powder Coating Paint 8-35 Post—Finish D System "Graphite Gray" Decorative Signal Refer to Spec section, 9-29.6(1)A Poles RAL 9005 "Jet Black" below,for Decorative Signal Poles ' Decorative Light Refer to Spec section, Poles(Decorative RAL 9005"Jet for Decorative 9-29.6(1)B Roadway Luminaire Jet Black Roadway Luminaire Pole—Type 1) Poles—Type I Decorative Light Refer to Spec section, Poles(Decorative RAL 9005 below,for Decorative 9-29.6(1)B Roadway Luminaire Jet Black Roadway Luminaire Pole—Type II) Poles—Type II Decorative Refer to Spec section, 9-29-10(2) Luminaires RAL 9005"Jet Black" below,for Decorative , Luminaires Video Detection 9-29-18(3) Camera Housing and RAL 9005"Jet Black" Manufacturer's best all Mounting match—black in color Equipment PTZ Camera Housing 9-29-26 and All Mounting RAL 9005"Jet Black" Manufacturer's best , match—black in color Equipment Rainier Avenue S(SR 167) Special Provisions S Grady Way to S 2nd St November 2011 SP 130 1 Galvanizing All fabricated steel components and materials to be galvanized per ASTM 123. All steel hardware components and materials to be galvanized per ASTM 153. Decorative Signal Poles All decorative signal poles and its sub-assemblies parts (refer to Special Provisions, Sec. 9- 29.6(1)A) shall be factory painted over galvanizing, all galvanized exterior surfaces visually exposed are coated with an corrosion-inhibiting polymide epoxy to a minimum dry film thickness (DFT) of 3.0 mils. Prior to application the surfaces to be coated shall mechanically etched by brush blasting (Ref. SSPC-SP7) and the zinc coated substrate preheated to 400 degrees F for a minimum of one hour in a gas fired convection oven. The epoxy coating is applied and force cured in a convection oven.The intermediate coated surfaces are coated with an aliphatic acrylic polyurethane to a minimum dry film thickness of 3.0 mils. The polyurethane coating is applied and cured in a convection oven by heating the steel substrate to a minimum of 200 degrees Fahrenheit. Prior to packaging poles shall be cradled in 1.0" rubberized foam base, contractor to take precaution to avoid damage during off-loading, handling and erection. The finish color shall have anti-graffiti coating. The Contractor is to purchase a one gallon sample for use as a color match for the Engineer's approval prior to factory finish coating. Decorative Roadway Luminaire Poles(Type I and Type 11) All decorative roadway luminaire poles (Type I and Type II) and their respective sub-assembly parts (refer to Special Provisions,Sec 9-29.6(1)B) shall be factory primed and finish painted over ' polyester powder coating. All poles and parts must be cleaned with suitable water based cleaner and/or solvent to ensure a chemically clean surface free of oils, compounds and residual soil. The polyester powder coating shall be applied by Electro-Static spray with a voltage maintained at 40-100 KV. A dry film thickness of 2-4 mils shall be applied and cured per manufacturer's recommendation. After proper baking, the power must pass the tests listed below. These tests shall be made using clean, untreated, aluminum panels: Gloss: Gloss will vary based on powder chosen. Hardness: Pencil hardness shall be H to 2H. Impact: With the finish surface at room temperature (77 degrees Fahrenheit), subject it to a 160 in-lb. Direct impact force by use of a Gardner variable impact tester, Model 1G-1120 (or approved equal) and evaluated per ASTM D-2794. Adhesion: Using a sharp blade,scribe a series of eight parallel cuts through the finish to the base material. Scribe another series of eight parallel cuts at a right angle to and crossing the former cuts to form 1/8 inch squares. Press a strip of pressure sensitive adhesive tape (Scotch Brand No. 600(or approved equal)) over the squares. After 2 minutes, remove the tape. Results must be level 4 or better as described in ASTM-3359-B. Rainier Avenue S(SR 167) Special Provisions S Grady Way to S 2nd St November 2011 SP 131 Abrasion Resistance: (Modified ASTM D-4060) Weight loss of coating after 1,000 cycles on Taber abraser equipped with CS-10 wheels and operating less than 1 kg loading per wheel is on the order of 40-60 mg. The coating must be chemically resistant and pass the following tests: , Salt Spray Resistance — power painted product meets the minimum salt spray resistance standards as set forth in ASTM B-117. Humidity Resistance — power painted product meets the minimum humidity resistance standards as set forth in ASTM D-2247. Weatherability — power painted product meets the minimum weatherability standards as set forth in ASTM 336. ' Chemical and solvent resistance—polyester family of powder coatings shall be resistant to most chemicals and solvents except alkalis and ketones. Verification shall be made for each chemical or solvent proposed for use with the coating. Prior to packaging, poles shall be cradled in 1.0" rubberized foam base. Contractor shall take precaution to avoid damage during off-loading, handling and erection. The finish color shall ' have anti-graffiti coating. The Contractor is to purchase a one gallon sample for use as a color match for the Engineer's approval prior to factory finish coating. Decorative Luminaires All decorative luminaire housings shall be factory painted with polyester powder coating to ' meet ASTM-B-117/D-2247 requirements to salt spray and humidity resistance. The Contractor is to purchase a one gallon sample for use as a color match for the Engineer's approval prior to factory finish coating. 6-07.3 Construction Requirements Supplement this Section with the following: Apply entire finish system in the shop. Hold back finish system at all welded areas. Bolted ' connections should be primed with a zinc based primer compatible with the approved paint system. Field touch up painting shall consist of matching specified priming and painting for all damaged and field repaired areas. Field welds and abrasions should be touched up after installation. ' Touch up surface preparation with a zinc based primer compatible with the approved paint system,2.5 to 3.5 mils DFT. Preparation, cleaning, priming, shop painting and field touch-up for all fabricated decorative ' exterior metal work will be incidental to the associated bid items. Rainier Avenue S(SR 167) Special Provisions S Grady Way to S 2"d St November 2011 SP 132 Immediately remove coatings that fall on surrounding areas and surfaces not scheduled to be coated. 6-07.3(11)A Painting or Powder Coating of Galvanized Surfaces ' Supplement this Section with the following: Clean surfaces to be powder coated in accordance with manufacturer's written instructions for surface preparation. Install powder coatings in accordance with applicable codes and regulations, manufacturer's written instructions. Applications of powder coating materials shall be performed in shop conditions, except for touch-ups approved in advance by the Engineer. Finished surfaces shall be fully and uniformly coated without pinholes, bubbles, sag, runs, lumps, marks or discoloration. Surface finish shall be of consistent and uniform color,texture, and gloss to match the approved sample. After powder coating has been in place at least fifteen (15) days, and within thirty (30) days of Substantial Completion, check all powder coated surfaces for damage, missed areas and discoloration. ' Prepare surfaces and touch-up damaged, missed and discolored areas to bring coating system to full dry film thickness, in color and gloss matching that of adjacent coated areas. 6-07.5 Payment Supplement this Section with the following: The cost for all painting and powder coating finishes shall be included in the related bid items that receive the painting and finishes. No separate payment will be made. 6-11 REINFORCED CONCRETE WALLS i6-11.1 Description Supplement this Section with the following: The work shall consist of constructing reinforced concrete retaining walls (Walls 1, 3, and 4) and steel sheet pile walls with cement concrete(Wall 5) facing as specified herein and shown on the Plans. The Contractor shall select the method of excavation, driving and equipment to meet the performance requirements specified herein. Rainier Avenue S(SR 167) Special Provisions 5 Grady Way to 5 2nd St November 2011 SP 133 6-11.2 Materials Supplement this Section with the following: ******, 1 Retaining Walls:Structural concrete Class 4000A. Admixtures: AASHTO M194/ASTM C494. Admixtures which control bleed, improve flowability, reduce water content, and retard set may be used in the concrete, subject to review and acceptance by the Engineer. Accelerators are not permitted. Cement: AASHTO M85/ASTM C150,Type 1, II, III or V. Aggregate: AASHTO M6/ASTM C33. All exposed surfaces of reinforced concrete walls shall be stained with a methyl methacrylate- ethyl acrylate, semi-opaque, co-polymer resin based sealer approved on the WSDOT Qualified Product List. Pigmented stain color shall be "Mt St. Helens Gray". Provide stain color sample for Engineer approval. Anti-graffiti coating shall be applied to all exposed reinforced concrete wall surfaces. Anti- graffiti coating shall be a water-borne, breathable, zero VOC, silane-based anti-graffiti clear , sealer with a matte finish,suitable for concrete surfaces. Meet or exceeding ASTM D6578 Graffiti test Non-reactive,zero VOC,AQMD and CARB compliant Allow moisture vapor to escape while not allowing moisture to penetrate Submit product data and manufacturer for Anti-graffiti Coating to the Engineer for approval at least 14 calendar days prior to beginning construction. Steel Sheet Pile Material: All sheet piles shall be new material and in conformance to ASTM A572,Grad 50. Section Modulus: The section modulus of the sheet pile shall be no less than 10.7 in per linear foot of wall. Moment of Inertia: The moment of inertia of the sheet pile shall be no less than 42.0 in per linear foot of wall. Profile: Interlocking sheets. Rainier Avenue S(SR 167) Special Provisions S Grady Way to S 2nd St November 2011 SP 134 , ' The sheet pile shall have a minimum thickness of 0.21 inches. The sheet pile shall have a maximum section depth of 8 inches. 6-11.3 Construction Requirements 1 Supplement this Section with the following: Contractor shall verify all existing grades and check all proposed grades prior to placement of concrete and notify the Engineer of any variations, which would modify the retaining wall or other proposed feature. Contractor shall submit for approval all methods of concrete form as required under Section 6- ' 02.3(25)A. Reinforced concrete walls shall be installed with a uniform consistent finish with no visible joints,grain patterns,air holes and forming patterns visible(including patches). Contractor shall submit for approval methods for concrete curing. ' All exposed concrete surfaces shall receive a Class 1 Surface Finish as required under Section 6 02.3(14)A. All reinforced concrete wall surfaces shall have a light sandblast finish. The anti-graffiti coating shall be applied according to the manufacturer's instructions onto all ' exposed concrete surfaces. All applied surfaces shall be free of foreign substances(such as curing compound, dirt, etc.)that might interfere with the absorption of the coating. Application shall be performed by an experienced and manufacturer approved applicator in strict accordance with the manufacturer's recommendations. At no time shall the number of coats and coverage rates be less than recommended in manufacturer's data sheet. Product must not be applied below 45 degrees F ambient air temperature,or when precipitation is imminent within 8 hours. Moisture content shall be no greater than 15. It shall be applied to a dry surface. Do not apply in direct sun. New cement concrete shall be cured for a minimum of thirty(30)days prior to application. Pre-and Post-Construction Sanitary Sewer Video Inspection Contractor shall provide a video inspection of the sanitary sewer interceptor beneath Wall 1 at least 5 working days prior to excavation for wall installation. A second video inspection shall be ' provided within 5 working days after completion and backfilling of Wall 1. Video inspection shall meet the requirements of Section 7-04.3(1)G of the Standard Specifications and these Special Provisions. Rainier Avenue S(SR 167) Special Provisions S Grady Way to S 2nd St November 2011 SP 135 Steel Sheet Pile Installation Plan: , At least ten (10) days prior to the beginning of sheet pile construction, the Contractor shall , submit an installation plan for approval by the Engineer. This plan shall provide at least the following information: An overall construction operation sequence. List, description, and capacities of proposed equipment including but not limited to cranes, vibratory hammers and pile claws. Details of concrete placement including proposed operational procedures for pumping method. Contractor,supervisor and pilling operator qualification. Work shall not begin until the appropriate submittals have been approved in writing by the Engineer. ' Shop Drawings: Submit to the Engineer for review. All costs associated with this submittal shall be borne by the , Contractor. Shop drawings shall include the following: Sheet Pile: Shop drawings for Steel sheet pile minimum sectional properties, corners, ' handling and driving accessories. Concrete Mix Design: Mix Design, Procedures for placement, and method of curing. ' 6-11.3(7)Steel Casing Section 6-11.3(7) is an added new section: ' (******) (Addendum No.2) Steel casing pipes for water and/or joint trench ducts beneath wall 4 shall be provided at the ' locations and per the details shown in the Plans. Payment Steel casing pipes shown on the plans shall be included in the contract unit price for'Conc. Class ' 4000 for Retaining Wall' and no additional payment will be made. Work shall include all necessary excavation, backfill, casing pipe, casing spacers, end seals and other work necessary to provide a complete installation. 6-11.4 Measurement Supplement this Section with the following: (******) I Rainier Avenue S(SR 167) Special Provisions S Grady Way to S 2nd St November 2011 SP 136 ' i 1 "Conc. Class 4000 for Retaining Wall" will be measured in place by the cubic yard to the neat lines of the structure as shown on the Plans for Walls 1, 3, and 4. Cement concrete wall facing ' for sheet pile walls (Wall 5) will be measured by the cubic yard to the neat lines shown on the Plans as "Conc. Class 4000 for Retaining Walls". Steel reinforcing bar for retaining walls and facing will not be measured for payment. ' "Steel Sheet Pile Wall", will be measured per square foot along the vertical face of the wall in place based on the elevations shown on the plan or modifications if approved by Engineer. 6-11.5 Payment Supplement this Section with the following: Payment will be made in accordance with Section 1-04.1 for the following bid items when included in the proposal: ' "Conc.Class 4000 for Retaining Wall", per cubic yard. The unit Contract price for Conc. Class 4000 for Retaining Wall" per cubic yard shall be full ' payment for all equipment, tools, labor and materials required for the complete installation of the cement concrete retaining walls (Walls 1, 3, and 4) and cement concrete wall facing (Wall 5) on this project including but not limited to concrete, reinforcement, curing, forming, striping, finishing, concrete sealers, anti-graffiti coating, gravel backfill for drain, underdrain, and other ' items as required to provide a complete installation in accordance with the Contract Documents. ' "Steel Sheet Pile Wall", per square foot. The unit Contract price for"Steel Sheet Pile Wall" per square foot shall be full compensation for all equipment, labor, materials, tools and equipment necessary to complete the installation including but not limited to removal of minor obstructions for which other bid items have not been provided,and disposal of excess materials. Import Gravel Borrow backfill for concrete retaining walls or steel sheet pile walls will be measured and paid as "Gravel Borrow" per section 2-03, if Select Native materials are not available. Structure Excavation Class A will be measured and paid in accordance with Section 2- 09. Payment for pre-and post-construction sanitary sewer videos shall be included in the lump sum contract price for"Television Inspection". See Section 7-04.5. ' 6-13 STRUCTURAL EARTH WALLS 6-13.1 Description Section 6-13.1 is supplemented with the following: Rainier Avenue S(SR 167) Special Provisions S Grady Way to S 2nd St November 2011 SP 137 The work also consists of constructing odular Block Walls in accordance with h g the details in the Plans. Modular block walls are defined as SEW walls constructed of standard unit blocks, less than 4' in height,without geogrid reinforcing. , 6-13.2 Materials Section 6-13.2 is supplemented with the following: Modular Block wall facing shall be straight face standard unit blocks, minimum 8" H x 18" W x 18" D. No compact blocks will be permitted. Modular Block wall facing shall be warm beige/brown color. Provide modular block color sample for Engineer approval. Only one style of precast concrete block shall be allowed on the project. Once approved, all , precast concrete blocks shall be of the same manufacture and style for all modular block and structural earth walls. ' Anti-graffiti coating shall be applied to all exposed modular block wall facing. Anti-graffiti coating shall be a water-borne, breathable, zero VOC, silane-based anti-graffiti clear sealer with a matte finish,suitable for precast concrete blocks. Meet or exceeding ASTM D6578 Graffiti test Non-reactive,zero VOC,AQMD and CARB compliant , Allow moisture vapor to escape while not allowing moisture to penetrate ' Submit product data and manufacturer for Anti-graffiti Coating to the Engineer for approval at least 14 calendar days prior to beginning construction. ' Backfill for Structural Earth Walls and Modular Block Wall shall meet the requirements of 9- 03.12(2)of the Standard Specifications. Section 6-13.2 is supplemented with the following: Concrete Block Faced Structural Earth Wall Materials General Materials Concrete Block Acceptability of the blocks will be determined based on the following: 1. Visual inspection. 2. Compressive strength tests, conforming to Section 6-13.3(4). Rainier Avenue S(SR 167) Special Provisions , S Grady Way to S 2nd St November 2011 SP 138 , l 1 ' 3. Water absorption tests,conforming to Section 6-13.3(4). ' 4. Manufacturer's Certificate of Compliance in accordance with Section 1-06.3. 5. Freeze-thaw tests conducted on the lot of blocks produced for use in this project,as specified in Section 6-13.3(4). 6. Copies of results from tests conducted on the lot of blocks produced for this project by the concrete block fabricator in accordance with the quality control program required by the structural earth wall manufacturer. The blocks shall be considered acceptable regardless of curing age when compressive test results indicate that the compressive strength conforms to the 28-day requirements, and when all other acceptability requirements specified above are met. Testing and inspection of dry cast concrete blocks shall conform to ASTM C 140, and shall include block fabrication plant approval by WSDOT prior to the start of block production for ' this project. Mortar ' Mortar shall conform to ASTM C 270, Type S, with an integral water repellent admixture as approved by the Engineer. The amount of admixture shall be as recommended by the admixture manufacturer. To ensure uniform color, texture, and quality, all mortar mix components shall be obtained from one manufacturer for each component, and from one source and producer for each aggregate. ' Drainage Geosynthetic Fabric Drainage geosynthetic fabric shall be a non-woven geosynthetic conforming to the requirements in Section 9-33.1, for Construction Geotextile for Underground Drainage, Moderate Survivability,Class B. Backfill for Concrete Block Faced Structural Earth Wall All backfill material within the structural earth wall reinforced zone shall be free draining, free from organic or otherwise deleterious material. Backfill material within the reinforced zone shall conform to Section 9-03.14(1), except that the maximum particle size for walls with geogrid reinforcement shall not exceed 1-1/4 inches. All material within the structural earth wall reinforced zone shall be substantially free of ' shale or other soft, poor durability particles, and shall not contain recycled materials, such as glass,shredded tires, portland cement concrete rubble, or asphaltic concrete rubble. The material shall meet the following aggregate durability requirements: Pro a Test Method Allowable Test Value ' Rainier Avenue S(SR 167) Special Provisions S Grady Way to S 2nd St November 2011 SP 139 Los Angeles Wear, AASHTO T 96 35 p ercent max. 500 rev. Degradation WSDOT Test Method 113 15 percent min. For walls with metallic soil reinforcement, all material within the structural earth wall reinforced zone shall meet the following chemical requirements: ' Pro a Test Method Allowable Test Value Resistivity WSDOT Test Method 417 3,000 ohm-cm, min. pH WSDOT Test Method 417 5 to 10 Chlorides AASHTO T 291 100 ppm max. Sulfates AASHTO T 290 200 ppm max. If the resistivity of the backfill material equals or exceeds 5,000 ohm-cm, the specified , chloride and sulfate limits may be waived. For walls with geogrid soil reinforcement, all material within the structural earth wall , reinforced zone shall meet the following chemical requirements: Pro a Test Method Allowable Test Value ' pH WSDOT Test Method 417 4.5 to 9 Wall backfill material satisfying these gradation, durability, and chemical requirements shall ' be classified as nonaggressive. 6-13.3 Construction Requirements Section 6-13.3 is supplemented with the following: Wall construction shall be in accordance with wall manufacturer's recommendations and approved shop drawings provided by the Contractor. Wall design reinforcement lengths that , extends beyond available right of way and easements will not be accepted. The Contractor shall make arrangements to purchase the concrete blocks, soil reinforcement, attachment devices, joint filler, and all necessary incidentals from the source identified with each wall system: Anti-Graffiti Coating The anti-graffiti coating shall be applied according to the manufacturer's instructions onto all ' exposed surfaces of the modular block wall facing. All applied surfaces shall be free of foreign substances (such as curing compound, dirt, etc.)that ' might interfere with the absorption of the coating. Rainier Avenue S(SR 167) Special Provisions , S Grady Way to S 2nd St November 2011 SP 140 ' 1 i Application shall be performed by an experienced and manufacturer approved applicator in strict accordance with the manufacturer's recommendations. At no time shall the number of coats and coverage rates be less than recommended in manufacturer's data sheet. Product must not be applied below 45 degrees F ambient air temperature,or when precipitation is imminent within 8 hours. Moisture content shall be no greater than 15. It shall be applied to a dry surface. Do not apply in direct sun. 6-13.3(2) Submittals Section 6-13.3(2)is supplemented with the following: (April 5,2004 WSDOT GSP) ***The following geotechnical design parameters shall be used for the design of the structural earth wall(s): Wall No. Type Foundation Wall Cut or Fill Start Offset End offset MaxHeight Condition 2 SEW Cut 28+40.4 65.2 LT 31+51.5 58.9 LT 5' F F=Granular Fill,loose to med dense M=Native granular,med dense Allowable ' Foundation Average Friction Moist Unit Bearing Soil Unit N60 value Angle Weight pd Press psf F 5 28 degrees 105 1000 M 20 34 degrees 120 1000 ' 6-13.3(10)Steel Casing Section 6-13.3(10) is an added new section: (******) (Addendum No.2) Steel casing pipe for water line beneath wall 2 shall be provided at the location and per the ' detail shown in the Plans. The casing shall extend 4.5' beyond the back of the reinforcement zone. Payment Steel casing pipes shown on the plans shall be included in the contract unit price for'Structural Earth Wall' and no additional payment will be made. Work shall include all necessary ' Rainier Avenue S(SR 167) Special Provisions S Grady Way to S 2n°St November 2011 ' SP 141 excavation, backfill, casing pipe, casing spacers,end seals and other work necessary to provide a complete installation. 6-13.4 Measurement Section 6-13.4 is supplemented with the following: ' The modular block wall will be measured by the square foot of completed wall in place. The ' vertical limits for measurement are from the top of the base leveling pad to the top of the top course of blocks of the exposed finished face. The horizontal limits for measurement are from the end of wall to the end of wall along the length of the exposed finished face. ' 6-13.5 Payment Section 6-13.5 is supplemented with the following: ' Payment will be made in accordance with Section 1-04.1 for the following bid items when , included in the proposal: "Modular Block Wall", per square foot , The unit contract price per square foot for Modular Block Wall (Wall 6) shall be full compensation for the complete construction of the retaining wall as shown in the Plans. This ' includes all other items as may be required to complete the work as specified including but not limited to modular block units, anti-graffiti coating, shoring, unit fill, shear connectors, cap units, base leveling pad, backfill,excavation, haul and underdrain. ' "Structural Earth Wall", per square foot The unit contract price per square foot for the Structural Earth Wall (Wall 2) shall be full compensation for the complete construction of the retaining wall as shown in the Plans. This includes all other items as may be required to complete the work as specified including but not limited to modular block units, unit fill, shear connectors, cap units, base leveling pad, and underdrain. See Section 2-09 for shoring requirements. "Backfll for Structural Earth Wall Incl. Haul", per cubic yard. "Structure Excavation Class B for Structural Earth Wall", per cubic yard. "Shoring or Extra Excavation Class B for Walls", per square foot. The unit price per square foot for Shoring or Extra Excavation Cl. B for walls shall be full ' compensation for design, construction, maintenance, and removal of the shoring systems required to achieve the temporary excavation limits within the allowable right of way and easement limits shown on the Plans. ' Rainier Avenue S(SR 167) Special Provisions ' S Grady Way to S 2nd St November 2011 SP 142 , Import Gravel Borrow outside of the Reinforcement Zone will be measured and paid as "Gravel Borrow" per section 2-03, if Select Native materials are not available. END OF DIVISION 6 I ' Rainier Avenue S(SR 167) Special Provisions S Grady Way to S 2nd St November 2011 ' SP 143 DIVISION 7—DRAINAGE STRUCTURES, UCTURES STORM SEWERS, SANITARY SEWERS, WATER MAINS,AND CONDUITS 7-01 DRAINS ' 7-01.2 Materials ' 7-01.2 Materials Section 7-01.2 is supplemented with the following: Gravel Backfill for Drains shall conform to the requirements of Section 9-03.9(2) for Permeable Ballast. The first paragraph of Section 7-01.2 is supplemented as follows: Drain pipe installed under concrete pavement shall be non-perforated polyvinyl chloride (PVC) pipe. PVC drain pipe and fittings shall be ASTM D 2241 SDR 21 (Class 200)with rubber gasket joints. The third paragraph of Section 7-01.2 is revised as follows: I (******) Underdrain pipe shall be perforated polyvinyl chloride(PVC) pipe. PVC underdrain pipe and fittings shall be ASTM D 2241 SDR 21 (Class 200) with rubber gasket ' joints. Pipe shall have six rows of slotted perforations 0.040 inch wide by 1.0 inch long and spaced 0.25 inch apart on center. ' 7-01.3 Construction Requirements Section 7-01.3 is supplemented with the following: (******) As shown on the details, PVC drain and underdrain pipes will be installed immediately below concrete pavement. Contractor shall protect installed drains and underdrains from crushing or contamination during construction and placement of concrete pavement. ' 7-01.5 Payment Section 7-01.5 is supplemented by adding the following: (******) Payment will be made in accordance with Section 1-04.1 for the following Bid item included in the Proposal: Rainier Avenue S(SR 167) Special Provisions , S Grady Way to S 2nd St November 2011 SP 144 ' i 1 ' "Drain Pipe,6 In. Diam.",per linear foot. ' "Underdrain Pipe, 6 In. Diam.", per linear foot. 7-04 STORM SEWERS ' 7-04.2 Materials ' Section 7-04.2 is supplemented by adding the following: 1 The list of storm sewer materials is supplemented with the following: Ductile Iron Storm Sewer Pipe 9-05.13 Section 7-04.2 is supplemented with the following: The Contractor shall require pipe suppliers to furnish certificates signed by their authorized representative, stating the specifications to which the materials or products were manufactured. The Contractor shall provide 2 copies of these certifications to the Engineer ' for approval. Certificates showing nonconformance with the contract shall be sufficient evidence for rejection. 1 Approval of certificates shall be considered only as tentative acceptance of the materials and products, and such action by Engineer will not relieve Contractor of his/her responsibility to perform field tests and to replace or repair faulty materials, equipment, ' and/or workmanship at Contractor's own expense. 7-04.3 Construction Requirements 7-04.3(1)G Television Inspection Section 7-04.3(1)G is a new section: All storm sewer lines shall be inspected by the use of a television camera prior to final acceptance. The costs incurred in making the initial inspection shall be borne by the City. The Contractor shall bear all costs incurred in correcting any deficiencies found during television inspection including the cost of any additional television inspection that may be required by the Engineer to verify the correction of said deficiency. The Contractor shall be responsible for all costs incurred in any television inspection performed solely for the benefit of the Contractor. ' Once the television inspection has been completed the Contractor shall submit to the Engineer the written reports of the inspection plus the video tapes.Said video tapes are to be in color and 1 compatible with the City's viewing and recording systems. The City system accepts %-inch-wide high density VHS Tapes.The tapes will be run at standard speed SP (15/16 I.P.S.). The City will also accept video submittals on DVD viewable on a standard player or a CD/DVD compatible with Cues DataCAP 4.0. 1 Rainier Avenue S(SR 167) Special Provisions S Grady Way to S 2n°St November 2011 ' SP 145 I 7-04.3(2) Temporary Stormwater Bypass System ' Section 7-04.3(2) is a new section: (******) 1 The Contractor shall install temporary bypass systems to maintain uninterrupted storm sewer ' service where construction work will interfere with the flow of stormwater in the existing storm sewer systems. The bypass shall be made by diverting the storm drainage flow at an upstream catch basin or manhole and pumping it through a separate conduit to a downstream reentry ' point in the same storm sewer system. The water level in the bypass pumping manhole shall not be allowed to rise more than 1 foot above the crown of the incoming pipe. Work shall be conducted in such a manner to comply with the requirements of Section 1-07. ' A written proposal for temporary stormwater bypass systems that includes a description of the work and a list of all equipment to be used for the work shall be submitted by the Contractor to the Engineer,allowing at least 10 working days for review and return of comments. The following information is provided as a reference for designing stormwater bypass systems: ' Stormwater Source Approx. Approx. Comments Trib. 2-year , Area peak flow Rainier Avenue and Adjacent 3 ac 1.5 cfs Area draining north along Properties, 3rd Street to Sunset Blvd. Rainier to Sunset. Rainier Avenue and Adjacent 7 ac 3 cfs Area draining south along Properties, 3rd Street to BNSF Railroad. west side of Rainier to pump station. ' Rainier Avenue and West Side Adjacent 4.5 ac 2 cfs Area draining north along Properties, BNSF Railroad to 7th Street. west side of Rainier to pump station. ' Rainier Avenue and East Side Adjacent 4.5 ac 2 cfs Area draining to crossing Properties,4th Place 7th Street. storm sewer at Sta. 31+50. Rainier Avenue and West Side Adjacent 1 ac 0.5 cfs Area draining north along ' Properties, Hardie Ave to 7th Street. west side of Rainier to 7th Street. Rainier Avenue and East Side Adjacent 6 ac 2.5 cfs Area draining south along ' Properties, Grady Way to 7th Street. east side of Rainier south of 7th Street. Rainier Avenue and Offsite Areas 16 ac 6.5 cfs Area draining to storm ' Draining to Storm Drain Crossing at Sta. drain crossing at Sta. 12+00. 1 12+00. 7-04.5 Payment ' Section 7-04.5 is supplemented by adding the following: Rainier Avenue S(SR 167) Special Provisions ' S Grady Way to S 2nd St November 2011 SP 146 ' l 1 ' Payment will be made in accordance with Section 1-04.1 for the following Bid item included in the Proposal: ' "Corrugated Polyethylene Storm Sewer Pipe_In. Diam.", per linear foot. ' "Ductile Iron Storm Sewer Pipe_In. Diam.", per linear foot. "Testing Storm Sewer Pipe", per linear foot Cost of connecting new pipe to new structures shall be included in the various unit contract prices for storm sewer pipe,and no additional compensation will be allowed. "Television Inspection," lump sum. The lump sum contract price for Television Inspection shall be full pay for complete video inspection of all installed storm sewer pipes and furnishing an acceptable videotape or DVD to the Engineer. Costs for additional Television Inspection required to verify corrections or ' replacement of pipe, or done solely for the Contractor's convenience, shall be at the Contractor's sole expense. Also included in the lump sum price for "Television Inspection" are pre-and post-construction sanitary sewer videos beneath Wall 1 as described in Section 6-11.3. ' "Temporary Stormwater Bypass System," lump sum. The lump sum contract price for Temporary Stormwater Bypass System shall be full pay for furnishing, installing, and removing adequate pumps, pipes, hoses, and other equipment necessary to bypass stormwater to maintain uninterrupted storm sewer service during construction. Payment for this item will be prorated over the construction period. ' 7-05 MANHOLES, INLETS,AND CATCH BASINS 7-05.1 Description Section 7-05.1 is supplemented by adding the following: This work shall also consist of installing water quality treatment catch basins, manholes and filtration structures. 7-05.2 Materials ' Section 7-05.2 is supplemented with the following: ' Filterra Units Filterra® Units shall consist of 4'x4' Precast Filterra® units, as manufactured by Filterra® Stormwater Bioretention Filtration Systems, a division of Americast Inc., 11352 Virginia Precast Road,Ashland,VA 23005(866)349-3458. ' Rainier Avenue S(SR 167) Special Provisions S Grady Way to S 2nd St November 2011 SP 147 Each Filterra® unit consists of a precast concrete vault; underdrain system consisting of , underdrain stone, perforated pipe, and cleanout; filter media; top slab with integrally-cast tree frame and grate, cleanout cover, and galvanized angle nosing; mulch; and plant material. ' Conduits shall be precast into the vault walls as detailed on the Plans to accommodate irrigation supply lines. Filterra®Top Slab: Standard Flat Top Filterra®Tree Grate Style: Urban Accessories 36"x 36" Chinook ' Supplied Filterra® units shall include inspection and maintenance by the supplier, or a supplier- approved contractor, for a minimum period of one year, consisting of two scheduled visits. The ' maintenance visits shall include the following tasks: 1. Filterra® unit inspection. 2. Foreign debris,silt, mulch&trash removal. 3. Filter media evaluation and recharge as necessary. 4. Plant health evaluation and pruning or replacement as necessary. ' 5. Replacement of mulch. 6. Disposal of all maintenance refuse items. 7. Maintenance records updated, stored, and submitted to Ron Straka, Renton Surface Water Utility Engineering Supervisor. ' Prior to each maintenance visit, the Renton Surface Water Utility shall be notified and allowed to inspect the facility and observe the maintenance of the Filterra® Bioretention System by the supplier or supplier-approved contractor(contact Ron Straka, Surface Water Utility Engineering ' Supervisor: 425-430-7248 rstraka@rentonwa.eov). Coalescing Plate Oil-Water Separator ' Coalescing plate oil-water separators shall consist of 4'-2" x 6'-6" precast vaults with coalescing plate media. , Vault Structural Requirements: 1. Concrete: 28 Day Compressive Strength f c=7000 psi 2. Design: ASTM C-890 "Minimum Structural Design Loading For Underground. Precast Concrete Water and Wastewater Structures" ' 3. Loads: HS-30 4. Covers: Heavy-duty aluminum access hatch (LW Part #HHD-1B or equal), with 3/8" , reinforced aluminum diamond plate door leaves and stainless steel hardware. Performance Requirements: 1. Flow Rate 110 GPM 2. Influent Oil Concentration: 100 ppm Rainier Avenue S(SR 167) Special Provisions ' S Grady Way to S 2nd St November 2011 SP 148 ' i ' 3. Effluent Oil Concentration: 10 ppm ' 4. 100%Collected Size: 60 micron Trench Drain ' The trench drain system shall consist of polymer concrete trench channel sections with a 4-inch wide ductile iron frame and ADA grate with an integral locking device. The trench system bodies shall be manufactured from polymer concrete with minimum properties as follows: ' Compressive strength: 14,000 psi Flexural strength:4,000 psi ' Water absorption 0.07% Frost proof Salt proof Dilute acid and alkali resistant ' The nominal clear opening shall be 4.00" with overall width of 6.3". Pre-cast units shall be manufactured with a minimum invert slope of 0.6% and have a wall thickness of at least 0.67". Each unit will feature a full radius in the trench bottom and a male to female interconnecting end profile. Units shall have horizontal cast in anchoring features on the outside wall to ensure maximum mechanical bond to the surrounding bedding material and pavement surface. The ductile iron edge rail will be integrally cast in by the manufacturer to ensure maximum ' homogeneity between polymer concrete body and edge rail. Each edge rail shall be at least 1/4" thick. Grates shall be ADA ductile iron meeting the requirements of ASTM 536-84 - Grade 65-45-12. Grates shall be rated for DIN 19580 Class E loading and have mechanical lock-down devices. After removal of grates there shall be uninterrupted access to the trench to aid maintenance. Mechanical Plug ' Mechanical plugs shall consist of non-inflatable pressure plugs, with a rubber gasket expanded by turning a wing nut. Plug body shall be constructed of HDPE, stainless steel, or aluminum and shall be watertight to 10 feet of water head. 7-05.3 Construction Requirements 7-05.3(1) Adjusting Manholes and Catch Basins to Grade Section 7-05.3(1) is replaced with: Where shown in the Plans or where directed by the Engineer, the existing manholes, catch basins, or inlets shall be adjusted to the grade as staked or otherwise designated by the ' Engineer. Rainier Avenue S(SR 167) Special Provisions S Grady Way to S 2°"St November 2011 SP 149 I i The existing cast iron ring nd cover on manholes and the catch basin or inlet frame and rate g g shall first be removed and thoroughly cleaned for reinstalling at the new elevation. From that point,the existing structure shall be raised or lowered to the required elevation. , The Contractor shall construct manholes so as to provide adjustment space for setting cover and casting to a finished grade as shown on the construction Plans. Manhole ring and covers shall ' be adjusted to the finished elevations per WSDOT standard details, prior to final acceptance of the work. Manholes in unimproved areas shall be adjusted to 6" above grade. In unpaved streets: Manholes, catch basins and similar structures in areas to be surfaced with crushed rock or gravel shall be constructed to a point approximately eight inches below the subgrade and covered with a temporary wood cover. Existing manholes shall be cut off and , covered in a similar manner. The contractor shall carefully reference each manhole so that they may be easily found upon completion of the street work. After placing the gravel or crushed stone surfacing, the manholes and manhole castings shall be constructed to the finished grade , of the roadway surface. Excavation necessary for bringing manholes to grade shall center about the manhole and be held to the minimum area necessary. At the completion of the manhole adjustment, the void around the manhole shall be backfilled with materials which result in the ' section required on the typical roadway section,and be thoroughly compacted. In cement concrete pavement: Manholes, catch basins and similar structures shall be , constructed and adjusted in the same manner as outlined above except that the final adjustment shall be made and cast iron frame be set after forms have been placed and checked. In placing the concrete pavement, extreme care shall be taken not to alter the position of the , casting in any way. In asphalt concrete pavement: Manholes shall not be adjusted until the pavement is completed, ' at which time the center of each manhole shall be carefully relocated from references previously established by the contractor.The pavement shall be cut in a restricted area and base material be removed to permit removal of the cover. The manhole shall then be brought to proper grade utilizing the same methods of construction as for the manhole itself. The cast iron frame shall be placed on the concrete blocks and wedged up to the desired grade. The asphalt concrete pavement shall be cut and removed to a neat circle, the diameter of which shall be ' equal to the outside diameter of the cast iron frame plus two feet. The base materials and crushed rock shall be removed and Class 3000 or Commercial Portland Cement Concrete shall be placed so that the entire volume of the excavation is replaced up to within but not to exceed 2 inches of the finished pavement surface. On the day following placement of the concrete, the , edge of the asphalt concrete pavement, and the outer edge of the casting shall be painted with hot asphalt cement. Asphalt Class G concrete shall then be placed and compacted with hand tampers and a patching roller. The complete patch shall match the existing paved surface for ' texture, density, and uniformity of grade. The joint between the patch and the existing pavement shall then be carefully painted with hot asphalt cement or asphalt emulsion and shall , be immediately covered with dry paving sand before the asphalt cement solidifies. The inside throat of the manhole shall be thoroughly mortared and plastered. Adiustment of inlets: The final alignment and grade of cast iron frames for new and old inlets to ' be adjusted to grade will be established from the forms or adjacent pavement surfaces.The final adjustment of the top of the inlet will be performed in similar manner to the above for Rainier Avenue S(SR 167) Special Provisions S Grady Way to S 2nd St November 2011 SP 150 ' i manholes. On asphalt concrete paving projects using curb and gutter section,that portion of the cast iron frame not embedded in the gutter section shall be solidly embedded in concrete also. ' The concrete shall extend a minimum of six inches beyond the edge of the casting and shall be left 2 inches below the top of the frame so that the wearing course of asphalt concrete pavement will butt the cast iron frame. The existing concrete pavement and edge of the casting shall be painted with hot asphalt cement.Adjustments in the inlet structure shall be constructed in the same manner and of the same material as that required for new inlets. The inside of the inlets shall be mortared and plastered. Monuments and cast iron frame and cover: Monuments and monument castings shall be adjusted to grade in the same manner as for manholes. 7-05.3(2) Abandon Existing Manholes ' Section 7-05.3(2) is supplemented as follows: ' The structure bases shall be fractured to prevent standing water. The construction requirements in Section 7-05.3(2) of the Standard Specifications for Abandon Existing Manholes shall also apply to abandonment of Type 1 and Type 2 catch basins, where indicated on the Plans. 7-05.3(3) Connections to Existing Manholes Section 7-05.3(3) is supplemented by adding the following: ' Where shown on the Plans, new drain pipes shall be connected to existing line,catch basin,curb inlets and/or manholes. The Contractor shall be required to core drill into the structure, shape the new pipe to fit and regrout the opening in a workmanlike manner. Where directed by the Engineer or where shown on the Plans, additional structure channeling will be required. 7-05.3(5) Connection to Wetwell ' Section 7-05.3(5)is a new section: Connection to wetwell shall be as detailed on the Plans and in accordance with the requirements of Section 6-02 of the Standard Specifications and these Special Provisions. 7-05.3(7) Filterra Bioretention Filter Section 7-05.3(7) is a new section: Filterra®tree box filter units shall be constructed as detailed in the Plans and in accordance with these Special Provisions and the manufacturer's installation instructions. ' Rainier Avenue S(SR 167) Special Provisions S Grady Way to S 2nd St November 2011 SP 151 Install Filterra® units in accordance with manufacturer's instructions. Each unit shall be constructed at the locations and elevations according to the sizes shown on the approved Plans. Any modifications to the elevation or location shall be at the direction of and approved by the Engineer. If the Filterra® unit is stored before installation, the top slab shall be placed on the box using the 2x4 wood provided, to prevent any contamination from the site. All internal fittings supplied (if any), must be left in place as per the delivery. The unit shall be placed on a compacted sub-grade with a minimum 6-inch gravel base. The unit shall be placed such that the unit and top slab match the grade of the curb in the area of the unit. Compact undisturbed sub-grade materials to 95% of maximum density at +1- 2% of optimum moisture. Unsuitable material below sub-grade shall be replaced to the site Engineer's approval. The 4-inch outlet pipe from each unit shall be connected to an adjacent catch basin as shown on the Plans, using 8-inch diameter corrugated polyethylene storm drain pipe, with a maximum of ' two 45-degree bend fittings. Once the unit is set, the internal wooden forms and protective mesh cover shall be left intact. Remove only the temporary wooden shipping blocks between the box and top slab. The top lid shall be sealed onto the box section before backfilling, using a non-shrink grout, butyl rubber or similar waterproof seal.The boards on top of the lid and boards sealed in the unit's throat must NOT be removed.The Supplier(Americast or its authorized dealer)will remove these sections at the time of activation. Backfilling shall be performed in a careful manner, bringing the appropriate fill material up in 6-inch lifts on all sides. Precast sections shall be set in a manner that will result in a watertight joint. Installation of Filterra® unit shall conform to ASTM ' specification C891"Standard Practice for Installation of Underground Precast Utility Structures". The contractor is responsible for inlet protection/sediment control and cleaning around each Filterra unit. The curb and gutter adjacent to each Filterra unit shall be cast in place following installation of the Filterra unit, providing a depressed gutter section as detailed in the Plans. Dowel bars from the pre-cast Filterra unit shall be bent to extend into the cast-in-place depressed gutter as detailed on the Plans. Throat protection device provided with Filterra unit shall remain in place until the site is stabilized and the Filterra unit is activated by Filterra supplier. The contractor shall verify that the elevation of the next downstream catch basin is lower than the gutter elevation adjacent to the Filterra unit. 7-05.3(8) Box Culvert Modifications Section 7-05.3(8) is a new section: Rainier Avenue S(SR 167) Special Provisions S Grady Way to S 2 nd St November 2011 ' SP 152 1 1 Box culvert modifications shall be as detailed on the Plans and in accordance with the requirements of Section 6-02 of the Standard Specifications and these Special Provisions. ' 7-05.3(9) Oil/Water Separator Section 7-05.3(9) is a new section: Coalescing plate oil/water separators shall be provided as detailed in the Plans and in accordance with these Special Provisions and the manufacturer's installation instructions. ' All pipe penetrations shall be grouted with non-shrink grout. 7-05.3(10) Trench Drain ' Section 7-05.3(10) is a new section: Trench drains shall be provided as detailed in the Plans and in accordance with these Special Provisions and the manufacturer's installation instructions. 7-05.4 Measurement Section 7-05.4 is supplemented as follows: Adjustments of new structures shall be included in the unit contract price of the new item and ' no further compensation shall be made. Connection to existing pipes and structures shall be measured per each. A "connection to M existing" item will be allowed at any connection of a new line to an existing structure, or the connection of a new structure to an existing line. No "connection to existing" will be accepted at the location of new installation, relocation and adjustment of line, manholes, catch basins or curb inlets. Trench drains shall be measured per linear foot. 7-05.5 Payment Section 7-05.5 is supplemented as follows: Payment will be made in accordance with Section 1-04.1 for the following Bid item included in the Proposal: "Catch Basin Type_," per each. "Adjust Catch Basin," per each. Rainier Avenue S(SR 167) Special Provisions S Grady Way to S 2nd St November 2011 ' SP 153 "Adjust Stormdrain Manhole," per h. � p each. "Adjust Sanitary Sewer Manhole," per each. The unit contract price per each for "Adjust Stormdrain Manhole" and "Adjust Sanitary Sewer Manhole" shall be full pay for all labor and materials including all concrete for the completed adjustment and restoration of adjacent areas in a manner acceptable to the Engineer. "Abandon Existing Drainage Structure," per each. "Connection to Existing Drainage Structure," per each. The unit contract price per each for "Connection to Existing Drainage Structure" shall be full compensation for all labor, materials and equipment required to complete the work, including excavation, removal and replacement of manhole top, core drilling, pipe connection, and ladder ' adjustment. "Connection to Wetwell," per each , The unit contract price per each for "Connection to Wetwell" shall be full compensation for all labor, materials and equipment required to complete the work, including sawcutting existing wetwell, forming new opening for pipe connection, installing pipe with mechanical seal, temporary pumping, and protecting existing pump station. "Connect Drainage Structure to Existing Pipe," per each. The unit contract price per each for "Connect Drainage Structure to Existing Pipe" shall be full compensation for all labor, materials and equipment required to complete the work, including cutting and replacing portions of existing pipe to form the connection. "Locking Solid Metal Cover and Frame for Catch Basin," per each The unit contract price per each for"Locking Solid Metal Cover and Frame for Catch Basin" shall be full pay to complete the work of replacing existing catch basin grates with a new solid locking metal cover for catch basin as detailed in the Renton Standard Details. If the existing catch basin frame is not compatible with the solid cover, the frame shall be replaced at no extra cost. This work shall include installation of a rectangular to round conversion riser where indicated on the Plans. "Filterra Unit," per each The unit Contract price per each for "Filterra Unit" shall be full pay for furnishing and installing the Filterra unit, including, excavation, plant material, gravel base, pipe connection, backfill, compaction, adjustment to finished grade, depressed gutter, facility activation, and one year of inspection and maintenance by supplier. "Box Culvert Modifications,West End," lump sum. Rainier Avenue S(SR 167) Special Provisions ' S Grady Way to S 2nd st November 2011 SP 154 The Lump Sum Contract price per each for "Box Culvert Modifications, West End" shall be full pay for furnishing and installing a modified 96-inch diameter manhole,dual-leaf access door,72- inch reinforced concrete connector pipe, and end-wall connection to existing box culvert, including excavation and all other work necessary for a complete installation in accordance with the Contract Documents. "Oil/Water Separator," per each The unit Contract price per each for "Oil/Water Separator" shall be full pay for furnishing and installing the coalescing plate oil water separator unit, including excavation, gravel base, pipe connection, backfill,compaction, adjustment to finished grade,and facility activation. "Trench Drain," per linear foot The unit Contract price per linear foot for "Trench Drain" shall be full pay for furnishing and installing the trench drain system, including polymer concrete trench, ADA-compliant ductile iron frame and grate,and concrete bedding. The cost of mechanical pipe plugs installed in catch basins, shall be considered incidental to the cost of the catch basin drainage structure. 7-07 CLEANING EXISTING DRAINAGE STRUCTURES 7-07.3 Construction Requirements Section 7-07.5 is supplemented as follows: Cleaning existing box culvert shall consist of removing sediment and debris from inside the 8- foot by 10-foot box culvert located beneath the intersection of Rainier Avenue S, SW Sunset Way,and S 3rd Street. 7-07.5 Payment Section 7-07.5 is supplemented as follows: J Payment will be made in accordance with Section 1-04.1 for the following Bid item included in the Proposal: "Cleaning Existing Drainage Structure," lump sum. The lump sum Contract price for "Cleaning Existing Drainage Structure" shall include the following: Cleaning the 8-foot by 10-foot box culvert beneath Rainier Avenue S at Sunset Way (approx 180 LF,Sediment 1-2'deep) Rainier Avenue S(SR 167) Special Provisions S Grady Way to 5 2"d St November 2011 SP 155 1 Cleaning the 30-inch storm drain under Rainier Avenue at Grady Way ( PP a rox 210 LF Sediment 1-2'deep) 7-08 GENERAL PIPE INSTALLATION REQUIREMENTS 7-08.2 Materials Section 7-08.2 is supplemented as follows: Gravel Backfill for Foundation, Class A, shall conform to the requirements of Section 9-03.9(2) for Permeable Ballast. Crushed Surfacing Base Course 9-03.9(3) 7-08.3 Construction Requirements 7-08.3(1)A Trenches A new paragraph is added to the end of this section. Dewatering The Contractor may encounter groundwater in trench excavation depending on trench depth. The Contractor shall keep the excavated trench free of water during pipe installation. This may be done with sheet piling and pumping within the excavation,well points or suction well system, or other methods approved by the Engineer. In the area beneath the BNSF overpass, approximate Station 30+50 to 33+00, it is anticipated that well points or a suction well system will be required for installation of retaining walls and ` utilities. For work below the water table in this area, the Contractor shall submit a dewatering plan stamped by a professional Engineer for approval. The City will review the plan for adequacy, but the method for lowering the water table, control of on-and off-site settlement, and discharge are solely the Contractor's responsibility. See Appendix E for available soil information prepared for the project. The Contractor shall assess the situation and develop a plan to accommodate construction in groundwater. The Contractor shall be solely responsible for this groundwater/trench excavation control plan. All costs related to trench dewatering shall be included in the lump sum bid item "Dewatering". Contractor shall provide testing and treatment of groundwater in accordance with the requirements of Section 2-05. 7-08.3(2)A Survey Line and Grade Section 7-08.3(2)A is replaced with: Rainier Avenue S(SR 167) Special Provisions S Grady Way to S 2nd St November 2011 SP 156 Survey line and grade control shall be provided in accordance with Sections 1-05.4, 1-05.5 in a manner consistent with accepted practices. The Contractor shall transfer line and grade into the trench where they shall be carried by means of a laser beam using 50 foot minimum intervals for grade staking. Any other procedure shall have the written approval of the Engineer. 7-08.3(2)B Pipe Laying—General ' Section 7-08.3(2)B is supplemented by adding the following: Checking of the invert elevation of the pipe may be made by calculations from measurements on the top of the pipe, or by looking for ponding of 1/2" or less, which indicates a satisfactory condition. At manholes, when the downstream pipe(s) is of a larger size, pipe(s) shall be laid by matching the(eight-tenths)flow elevation, unless otherwise approved by the Engineer. All pipe, fittings, etc. shall be carefully handled and protected against damage, impact shocks, and free fall. All pipe handling equipment shall be acceptable to the Engineer. Pipe shall not be placed directly on rough ground but shall be supported in a manner which will protect the pipe against injury whenever stored at the trench site or elsewhere. No pipe shall be installed where the lining or coating show defects that may be harmful as determined by the Engineer. Such damaged lining or coating shall be repaired, or a new undamaged pipe shall be furnished and installed. The Contractor shall inspect each pipe and fitting prior to installation to insure that there are not damaged portions of the pipe. Any defective, damaged or unsound pipe shall be repaired or replaced. All foreign matter or dirt shall be removed from the interior of the pipe before lowering into position in the trench. Pipe shall be kept clean during and after laying. All openings in the pipe line shall be closed with water tight expandable type sewer plugs at the end of each day's operation or whenever the pipe openings are left unattended. The use of burlap,wood,or other similar temporary plugs will not be permitted. Where necessary to raise or lower the pipe due to unforeseen obstructions or other causes,the Engineer may change the alignment and/or the grades. Except for short runs which may be permitted by the Engineer, pipes shall be laid uphill on grades exceeding 10 percent. Pipe which is laid on a downhill grade shall be blocked and held in place until sufficient support is furnished by the following pipe to prevent movement. Unless otherwise required, all pipe shall be laid straight between the changes in alignment and at uniform grade between changes in grade. For concrete pipes with elliptical reinforcement, the pipe shall be placed with the minor axis of the reinforcement in a vertical position. Immediately after the pipe joints has been made, proper gasket placement shall be checked with a feeler gage as approved by the pipe manufacturer to verify proper gasket placement. 7-08.3(2)E Rubber Gasketed Joints Section 7-08.3(2)E is supplemented as follows: Rainier Avenue S(SR 167) Special Provisions S Grady Way to S 2nd St November 2011 SP 157 Care shall be taken by the Contractor to avoid over pushing the pipe and damaging the pipe or joint system. Any damaged pipe shall be replaced by the Contractor at his expense. 7-08.3(3) Backfilling Section 7-08.3(3) is supplemented as follows: Backfilling above the pipe zone shall be accomplished using imported materials as detailed in the Plans. Gravel Backfill shall meet the requirements of crushed surfacing base course as defined in Section 9-03.9(3)of the Standard Specifications and these Special Provisions. 7-08.4 Measurement Section 7-08.4 is supplemented as follows: "Gravel Backfill incl. Haul"for trench backfill used above the pipe zone shall be measured per ton to the neat line trench limits as defined in Section 2-09. Imported backfill material placed in excavated areas outside of the neat line limits will not be paid and will be deducted from the certified tickets. "Dewatering"will not be measured for payment. 7-08.5 Payment Section 7-08.5 is supplemented with: (******) Payment will be made in accordance with Section 1-04.1 for the following Bid item included in the Proposal: "Gravel Backfill for Foundation Class A", per cubic yard. "Structure Excavation Class B Incl. Haul for Storm Drainage," per cubic yard. "Shoring or Extra Excavation Cl. B for Storm Drainage," per square foot. "Gravel Backfill Incl. Haul", per ton. Payment for Gravel Backfill Incl. Haul will be made at the amount bid per ton, which payment will be complete compensation for all labor, materials, tools, equipment, incidentals necessary to furnish and install backfill material from a Contractor supplied source in accordance with the Standard Specifications and Contract Documents, including but not limited to haul, placement and compaction of gravel backfill, and all incidentals required to complete this item of Work in conformance with the Contract Documents. Dewatering lump sum Rainier Avenue S(SR 167) Special Provisions S Grady Way to S 2""St November 2011 SP 158 The lump sum Contract price for "Dewatering" shall be full pay for providing dewatering measures as necessary to complete the work, including but not limited to, excavation, backfill, preparation of temporary dewatering plan, temporary piping, pumps, steel sheets, sediment treatment of discharge water and/or obtaining permit approval from King County Wastewater Treatment Division for discharge to sewer, or other methods deemed necessary to operate and maintain a system in accordance with the Contract Documents. If additional measures are necessary due to contaminated groundwater, these measures shall paid under 'Contaminated Water Treatment' in accordance with Section 2-05. rBackfill compaction shall be included in the unit price for pipe installation and no further compensation shall be made. Gravel backfill for pipe zone bedding shall be included in the unit prices for pipe and no additional payment will be made. 7-09 WATER MAINS 7-09.2 Materials 1 Section 7-09.2 is supplemented with the following: Gravel Backfill shall meet the requirements of crushed surfacing base course as defined in Section 9-03.9(3)of the Standard Specifications and these Special Provisions. The title and text of section 7-09.3(17) has been revised as follows. 7-09.3(17) Laying Ductile Iron Pipe and Fittings with Polyethylene Encasement The Contractor shall lay ductile iron pipe with a polyethylene encasement. Pipe and polyethylene encasement shall be installed in accordance with AWWA C105. The polyethylene encasement shall also be installed on all appurtenances, such as pipe laterals,couplings,fittings, and valves, with 8 mil. polyethylene plastic in accordance with Section 4-5 of ANSI 21.5 or AWWA C105. The polyethylene wrap shall be tube type an d b lack color.. An damage that occurs to the wrap shall be repaired in accordance with ANSI/AWWA C105/A21.5-93. Installation of the polyethylene encasement shall be considered incidental to the installation of the pipe and no additional payment shall be allowed. 7-09.3(19)AConnections to Existing Mains Section 7-09.3(19)A is revised and supplemented as follows: The Contractor may be required to perform the connection during times other than normal working hours. The Contractor shall not operate any valves on the existing system. Water Rainier Avenue S(SR 167) Special Provisions S Grady Way to S 2nd St November 2011 1 SP 159 system personnel will operate all valves on the existin g system stem for the contractor when required. No work shall be erformed on the connections unless a representative p p esentative of the water department is present to inspect the work. All connections to existing water mains will be done by City forces as Provided below: City Installed connections: Connections to existing piping and tie-ins are indicated on the Plans. The contractor must verify all existing piping,dimensions,and elevations to assure proper fit. Connections to the existing water main shall not be made without first making the necessary arrangements with the Engineer in advance. A two-week advance notice shall be required for each connection which requires a cutting of the existing water mains or a shut-down of the existing water mains. The City reserves the right to re-schedule the connection if the work area is not ready at the scheduled time for the connection. Work shall not be started until all the materials, equipment and labor necessary to properly complete the work are assembled on site. The Contractor shall provide all saw-cutting, removal and disposal of existing surface improvements, excavation, haul and disposal of unsuitable materials, shoring, de-watering, foundation material, at the connection areas before the scheduled time for the connection by the City. The Contractor shall provide all materials necessary to install all connections as indicated on the construction Plans, including but not limited to the required fittings, couplings, pipe spools, shackle materials to complete the connections. The Contractor shall provide and install concrete blocking, polywrap the piping at the connections, backfill and surface restoration at the locations shown on the Plans for the connections to the existing water mains. The City will cut the existing main and assemble all materials. 7-09.3(21) Concrete Thrust Blocking and Dead-Man Block Section 7-09.3(21) has been supplemented by adding the following: (******) I Provide concrete blocking at all hydrants, fittings and horizontal or vertical angle points. Conform to The City of Renton standard details for general blocking, and vertical blocks herein. All fittings to be blocked shall be wrapped with 8-mil polyethylene plastic. Concrete blocking shall be properly formed with plywood or other acceptable forming materials and shall not be poured around joints. The forms shall be stripped prior to backfilling. Joint restraint (shackle rods),where required,shall be installed in accordance with section 7-11.3(15). Rainier Avenue S(SR 167) Special Provisions S Grady Way to S 2nd St November 2011 SP 160 Provide concrete dead-man blocks at locations shown on the Plans. The dead-man block shall include reinforcing steels, shackle rods, installation and removal of formwork. Blocking shall be commercial concrete (hand mixed concrete is not allowed) and poured in place. 7-09.3(23) Hydrostatic Pressure Test Section 7-09.3(23) is supplemented as follows: (******) A hydrant meter and a back flow prevention device shall be used when drawing water from the City system. These may be obtained from the City by completing the required forms and making required security deposits. Before applying the specified test pressure, air shall be expelled completely from the pipe,valves and hydrants. If permanent air vents are not located at all high points, the contractor shall install corporation cocks at such points so that the air can be expelled as the line is filled with water. After all the air has been expelled,the corporation cocks shall be closed and the test pressure applied. At the conclusion of the pressure test, the corporation cocks shall be removed and plugged. The quantity of water required to restore the pressure shall be accurately determined by either 1) pumping from an open container of suitable size such that accurate volume measurements can be made by the Owner or, 2) by pumping through a positive displacement water meter with a sweep unit pumping through a positive displacement water meter with a sweep unit hand registering 1 gallon per revolution.The meter shall be approved by the Engineer. Acceptability of the test will be determined by two factors,as follows: 1. The quantity of water lost from the main shall not exceed the number of gallons per hour as listed in the following table. 2. The loss in pressure shall not exceed 5 psi during the 2 hour test P eriod. All water used to perform hydrostatic pressure shall be charged a usage fee at current City rates. Allowable leakage per 1000 ft.of pipeline** in GPH Nominal Pipe Diameter in inches PSI 6" 8" 10" 12" 16" 20" 24" 450 0.95 1.27 1.59 1.91 2.55 3.18 3.82 400 0.90 1.20 1.50 1.80 2.40 3.00 3.60 350 0.84 1.12 1.40 1.69 2.25 2.81 3.37 275 0.75 1.00 1.24 1.49 1.99 2.49 2.99 250 0.71 0.95 1.19 1.42 1.90 2.37 2.85 225 0.68 0.90 1.13 1.35 1.80 2.25 2.70 200 0.64 0.85 1.06 1.28 1.70 2.12 2.55 Rainier Avenue S(SR 167) Special Provisions S Grady Way to S 2nd St November 2011 SP 161 i *If the pipeline under test contains sections of various diameters, the allowable leakage will be the sum of the computed leakage for each size. For those diameters or pressures not listed,the formula below shall be used: The quantity of water lost from the main shall not exceed the number of gallons per hour as determined by the formula L=N P 7400 in which: L= Allowable leakage,gallons/hour N=No.of joints in the length of pipeline tested D= Nominal diameter of the pipe in inches P=Average test pressure during the leakage test,psi 7-09.3(24)A Flushing Section 7-09.3(24)A shall be supplemented as follows: (******) Sections of pipe to be disinfected shall first be poly-pigged to remove any solids or contaminated material that may have become lodged in the pipe. If the main cannot be "poly- pigged", then a tap shall be provided large enough to develop a velocity of at least 2.5 fps in the main. The "Poly-pig" shall be 2lb/cu-ft density foam with 90A durometer urethane rubber coating on the rear of the "Poly-pig" only. The "Poly-pig" shall be cylinder shaped with bullet nose or squared end. Dechlorination of all water used for disinfection shall be accomplished in accordance with the City's standard detail. Water containing chlorine residual in excess of that carried in the existing water system, shall not be disposed into the storm drainage system or any water way. Section 7-09.3(24)A shall be revised as follows: (******) I Delete the third paragraph, which states: "Where dry calcium hypochlorite is used for disinfection of the pipe,flushing shall be done after disinfection.". 7-09.3(24)D Dry Calcium Hypochlorite Section 7-09.3(24)D has been replaced with: Dry calcium hypochlorite shall not be placed in the pipe as laid. 7-09.3(24)K Retention Period Section 7-09.3(24)K has been revised as follows: Rainier Avenue S(SR 167) Special Provisions S Grady Way to S 2nd St November 2011 SP 162 Treated water shall be retained in the pipe at least 24 hours but no long than 48 hours. After this period, the chlorine residual at pipe extremities and at other representative points shall be at least 25 mg/I. 7-09.3(24)N Final Flushing and Testing The third paragraph of Section 7-09.3(24)N has been revised as follows: Before placing the lines into service, a satisfactory report shall be received from the local or State health department or an approved testing lab on samples collected from representative points in the new system. Samples will be collected and bacteriological tests obtained by the Engineer. 7-09.3(25) Joint Restraint Systems Section 7-09.3(25) is a new additional section: General: Joint Restraint systems shall be provided where shown in the Plans. Joint Restraint System for Mechanical Joint Fittings and Valves All ductile iron mechanical joint fittings (bends, tees, crosses, reducers, etc.) and all ductile iron valves with mechanical joint end(s) shall have restrained follower gland assemblies Megalug Series 1100 produced by EBAA Iron Inc., RomaGrip Pipe Restraint gland produced by Romac Industries, Inc., Uni-Flange Series 1400 produced by The Ford Meter Box Company, or approved equal, and shall meet the applicable requirements of ANSI/AWWA C110/A21.10. In addition to the joint-restraint system concrete thrust blocks shall also be installed on all fittings in accordance with City Standard Plans no. 330.2 and 330.3. Joint-restraint assemblies for all mechanical joint fittings and ductile iron valves shall be considered incidental to the installation of the pipes, fittings and valves and no additional payment shall be made. Joint Restraint System for Push-On Pipe Where shown on the contract plans or in the specifications, joint-restraint system for push-on ductile iron pipe bell shall consist of Megalug Series 1700 Restraint Harness produced by EBAA Iron Inc., Romac 600 Series Pipe Restraint System produced by Romac Industries, Inc., Uni- Flange Series 1450 Wedge Action Restrained Joints for DI pus-on pipe produced by the Ford Meter Box Company,or approved equal. Joint-restraint assemblies for push-on pipe shall be considered incidental to the installation of the pipes,fittings and valves and no additional payment shall be made. Rainier Avenue S(SR 167) Special Provisions S Grady Way to S 2nd St November 2011 SP 163 ' 7-09.4 Measurement Section 7-09.4 is replaced with the following: (******) See Section 7-09.5 for description of measurement and payment. 7-09.5 Payment Section 7-09.5 is replaced with the following: (******) I Payment will be made in accordance with Section 1-04.1 for the following bid item(s) included in the proposal as Bid Schedule B: "Minor Change,for Water", by force account. See Section 1-04 "Surveying", lump sum. See Section 1-05 "Mobilization", lump sum. See Section 1-09 "Unsuitable Foundation Excavation Incl. Haul", per cubic yard. See Section 2-03. "Gravel Borrow Incl. Haul", per ton. See Section 2-03. "Solvent Contaminated Excavation and Disposal Incl. Haul", per ton. See Section 2-05. "Petroleum Contaminated Excavation and Disposal Incl. Haul", per ton. See Section 2-05. "Contaminated Water Treatment", by force account. See Section 2-05. "Shoring or Extra Excavation Incl. Haul", per square foot. See Section 2-09. "Removal of Structure and Obstruction", lump sum. (Section 2-02) Measurement for the removal of various structures and obstructions, abandonment of existing structures and other similar items of work not specifically mentioned as separate items shall per Lump Sum. Payment for the removal of various structures and obstructions will be made at the amount bid per lump sum, which payment will be complete compensation for all labor, materials, tools, equipment, incidentals necessary to complete the work as defined in the specifications and as shown on the contract plans, including but not limited to the removal of existing pipes, valves, hydrants, fittings, capping and plugging abandoned pipes, abandoned private utilities and duct banks, and all other surface obstructions. All costs associated with structure and roadway excavation and backfill of the resultant void with gravel borrow associated with the removal of structure and obstruction shall be considered incidental to and included in the lump sum contract price and no additional payment will be made. Rainier Avenue S(SR 167) Special Provisions S Grady Way to S 2nd St November 2011 SP 164 i "Gravel Backfill Incl. Haul for Water", per ton. Measurement `Gravel Backfill Incl. Haul for Water' shall be measured in tons based on the weight of material installed into the Work. Certified weight tickets shall accompany each load, a copy of tickets shall be given to the Engineer daily. Wasted materials will not be included in the measurement or payment. The maximum trench width for payment shall not exceed 36-inches for 12" nominal diameter water mains and 45-inches for 18" nominal diameter water mains. Only materials placed within the pay limits will be considered for payment. Imported backfill material placed in excavated areas outside of the pay limits or as approved by the Engineer will not be paid and will be deducted from the certified tickets. Payment for Gravel backfill will be made at the amount bid per ton, which payment will be complete compensation for all labor, materials, tools, equipment, incidentals necessary to furnish and install crushed rock backfill material from a Contractor supplied source in accordance with the Standard Specifications and contract specifications, including removal, hauling and disposal of surplus excavated materials, haul, placement and compaction of gravel backfill, furnishing compaction test reports, etc., and all incidentals required to complete this item of Work in conformance with the Contract Documents. "Controlled Density Fill", per cubic yard. Measurement for Controlled Density Fill will be per cubic yard for the volume installed in place. Payment for Controlled Density Fill will be made at the amount bid per cubic yard, which payment will be complete compensation for all labor, materials, tools, equipment, incidentals necessary to furnish and install controlled density fill material in accordance with the Standard Specifications and contract specifications, including removal, hauling and disposal of surplus excavated materials, haul, placement and compaction of controlled density fill, etc., and all incidentals required to complete this item of Work in conformance with the Contract Documents. "Class 52 Ductile Iron Pipe for Water Main with Restrained Joint Fittings,_In. Diam.", per linear foot. Measurement for furnishing and installing water pipes and fittings of the size, type and class specified will be based on the actual linear footage measured horizontally over the centerline of the installed pipe laid and tested and shall be measured through fittings,valves and couplings. Payment for furnishing and installing ductile iron water pipes and fittings of the size, type and class specified shall cover the complete cost of providing all labor, materials, tools, equipment required to complete the work specified in the contract documents and plans, and shall include but not be limited to the following: Locating all existing utilities and potholing in advance to determine their horizontal and vertical location, Saw cutting,trench excavation,and dewatering(if needed), Rainier Avenue S(SR 167) Special Provisions S Grady Way to S 2nd St November 2011 I SP 165 Removal, hauling and disposal of pavement, curbs, gutters, sidewalks, surplus and unsuitable excavated material including existing pipes and structures in the excavation and the like, Stockpiling suitable excavated material for use as pipe bedding and trench backfill as directed by the Engineer, Furnishing, installing, laying and jointing water pipes and fittings of the size, type and class shown, polyethylene encasement,joint restraint system for pipe and for fittings, special fittings, horizontal and vertical bends, vertical crosses for poly-pigging, shackle rods, temporary blow-off assemblies,and all incidentals, Furnishing and installing joint restraint systems for all mechanical joint fittings, Furnishing and installing joint restrain systems for the required lengths of push-on pipe water mains on both sides of the fittings,as shown on the contract plans, Furnishing bedding materials, placing and compacting pipe bedding, as shown on the plans, Placing and compacting trench backfill, Testing, poly-pigging,disinfecting and flushing of new valves, Replacing, protecting and/or maintaining existing utilities. "Connection to Existing Water Main, In.", per each. Measurement for connection to existing water main will be per each connection for completion in conformance with the Contract Documents. Payment for connection to existing water main shall cover the complete cost of providing all labor, materials, tools, equipment required to complete the work specified in the contract documents and plans,and shall include but not be limited to the following: Locating all existing utilities and potholing in advance to determine their horizontal and vertical location, Saw cutting,trench excavation,shoring and dewatering(if needed), Removal, hauling and disposal of pavement, curbs, gutters, sidewalks, surplus and unsuitable excavated material including existing pipes and structures in the excavation and the like, Stockpiling suitable.excavated material for use as pipe bedding and trench backfill as directed by the Engineer, Furnishing all required pipes, fittings, adapters, couplings and incidentals as required for City's water department's personnel to perform the initial cut-in installation of valves, and fittings on the existing water main(s), Rainier Avenue S(SR 167) Special Provisions S Grady Way to S god St November 2011 SP 166 Furnishing all required pipes, fittings, adapters, couplings and incidentals a s required for City's water department's personnel to perform the second and final connection of the new water lines to the existing water system and to the valves installed during the initial cut-in as described above, Placing and compacting trench backfill, Replacing, protecting and/or maintaining existing utilities. "Concrete for Thrust Blocking and Dead-Man Anchor Blocks", per cubic yard. Measurement for concrete for thrust blocking, horizontal and vertical, dead-man anchor blocks will be per cubic yard for all concrete installed for thrust blocking and dead-man anchor blocks in conformance with the Contract Documents. Payment for concrete thrust blocking and dead man anchor blocks shall cover the complete cost of providing all labor, materials,tools,equipment required to complete the work specified in the contract documents and plans, and shall include but not be limited to the following: Locating all existing utilities and potholing in advance to determine their horizontal and vertical location, Saw cutting,trench excavation,shoring and dewatering(if needed), Removal, hauling and disposal of pavement, curbs, gutters, sidewalks, surplus and unsuitable excavated material including existing pipes and structures in the excavation and the like, Stockpiling suitable excavated material for use as pipe bedding and trench backfill as directed by the Engineer, Furnishing and placing concrete for vertical and horizontal blocks, dead-man anchor blocks, reinforcing steel,shackle rods,clamp assembly,anchor bolts,turnbuckles,concrete form work, Placing and compacting trench backfill, Replacing, protecting and/or maintaining existing utilities. "Gate Valve, In.", per each. (Section 7-12) Measurement for furnishing and installing gate valve assemblies of the size and type shown will be per each gate valve installed in conformance with the Contract Documents. Payment for furnishing and installing gate valve assemblies of the size and type shown shall cover the complete cost of providing all labor, materials,tools, equipment required to complete the work specified in the contract documents and plans, and shall include but not be limited to the following: Locating all existing utilities and potholing in advance to determine their horizontal and vertical location, Rainier Avenue S(SR 167) Special Provisions S Grady Way to S 2nd St November 2011 SP 167 t Saw cutting,trench excavation,and dewatering(if needed), Removal hauling and disposal of pavement, curbs, sidewalks, surplus and unsuitable excavated material including existing pipes and structures in the excavation and the like, Stockpiling suitable excavated material for use as pipe bedding and trench backfill as directed by the Engineer, Furnishing all required pipes, fittings, adapters, couplings and incidentals as required for City's water department's personnel to perform the cut-in installation of valves, and fittings on the existing water main(s), Furnishing and installing valves,valve boxes and covers to grade, stem extensions, valve marker posts, pipe nipples, couplings, polyethylene encasement, concrete blocking,and all incidentals, Placing and compacting trench backfill, Testing, poly-pigging, disinfecting and flushing of new valves, Replacing, protecting and/or maintaining existing utilities. "Butterfly Valve, In.", per each. (Section 7-12) Measurement for furnishing and installing butterfly valve assemblies of the size and type shown will be per each butterfly valve installed in conformance with the Contract Documents. Payment for furnishing and installing butterfly valve assemblies of the size and type shown shall cover the complete cost of providing all labor, materials, tools, equipment required to complete the work specified in the contract documents and plans, and shall include but not be limited to the following: Locating all existing utilities and potholing in advance to determine their horizontal and vertical location, Saw cutting,trench excavation, and dewatering (if needed), Removal, hauling and disposal of pavement, curbs, gutters, sidewalks, surplus and unsuitable excavated material including existing pipes and structures in the excavation and the like, Stockpiling suitable excavated material for use as pipe bedding and trench backfill as directed by the Engineer, Furnishing and installing valves, valve boxes and covers to grade, stem extensions,valve marker posts, pipe nipples,couplings, polyethylene encasement,concrete blocking, and all incidentals, Placing and compacting trench backfill, Rainier Avenue S(SR 167) Special Provisions S Grady Way to S 2nd St November 2011 SP 168 Furnishing all required pipes, fittings, adapters, couplings and incidentals as required for City's water department's personnel to perform the cut-in installation of in-line valves and fittings on the existing water main(s), Testing, poly-pigging, disinfecting and flushing of new valves, Replacing, protecting and/or maintaining existing utilities. "Blowoff Assembly", per each The unit contract price per each for each permanent blow-off assembly shall be for all, labor, equipment and material to complete the installation of the assembly per the City of Renton Water Standard Detail, latest revision. Temporary blowoff assemblies will not be measured for payment "Adjust Valve Box", per each. (Section 7-12) " The contract bid price for Adjust Valve Box shall be full compensation for all labor, material, tools and equipment necessary to satisfactorily complete the work as defined in the Contract Documents, including all incidental work. Payment will be made under this item only for adjustment of existing valve boxes to match the finished grade. No payment will be made for adjustment of new valve boxes installed as part of the project, which are included in the unit contract price for the type and size of valve installed. "Adjust Utility Manhole", per each. (Section 7-12) The contract bid price for "Adjust Utility Manhole" shall be full compensation for all labor, material, tools and equipment necessary to satisfactorily complete the work as defined in the Contract Documents, including all incidental work. Payment will be made under this item only for adjustment of existin g Y utilit manholes to match the finished grade. "Hydrant Assembly", per each. (Section 7-14) Measurement for furnishing and installing fire hydrant assembly will be per each for each fire hydrant assembly installed in conformance with the Contract Documents. Payment for furnishing and installing fire hydrant assembly shall cover the complete cost of providing all labor, materials, tools, equipment required to complete the work specified in the contract documents and plans,and shall include but not be limited to the following: Locating all existing utilities and potholing in advance to determine their horizontal and vertical location, Saw cutting,trench excavation,and dewatering(if needed), Removal, hauling and disposal of pavement, curbs, gutters, sidewalks, surplus and unsuitable excavated material including existing pipes and structures in the excavation and the like, Stockpiling suitable excavated material for use as pipe bedding and trench backfill as directed by the Engineer, Rainier Avenue S(SR 167) Special Provisions S Grady Way to S 2nd St November 2011 SP 169 Furnishing and installing new fire hydrant assembly, standpipe, shoe, and 6-inch DI piping, Storz adapter, Furnishing and installing shut-off valve,valve box,valve extension, Furnishing and installing shackles, tie-rods, concrete blocking, and joint restraints, drain rocks, polyfilm, Adjust hydrant to finish grade and install concrete shear block, Placing and compacting trench backfill, Testing,disinfecting and flushing of new hydrants, Replacing, protecting and/or maintaining existing utilities Painting the hydrants "Adjust Meter Box", per each. (Section 7-15) The unit contract price per each for "Adjust Meter Box" shall be full pay for adjustment to finished grade in accordance with these Special Provisions. "Service Connection In. Diam.", per each. (Section 7-15) Measurement for furnishing and installing water service connection of the size and type shown will be per each for each size and type of water service and connection installed in conformance with the Contract Documents. Payment for furnishing and installing water service connection of the size and type shown shall cover the complete cost of providing all labor, materials,tools, equipment required to complete the work specified in the contract documents and plans, and shall include but not be limited to the following: Locating all existing utilities and potholing in advance to determine their horizontal and vertical location, Saw cutting,trench excavation as needed,shoring and dewatering (if needed), Removal, hauling and disposal of pavement, curbs, gutters, sidewalks, surplus and unsuitable excavated material including existing pipes and structures in the excavation and the like, Stockpiling suitable excavated material for use as pipe bedding and trench backfill as directed by the Engineer, Boring, hole-hogging,tunneling, mechanical or hand trenching to install new water service lines, Rainier Avenue S(SR 167) Special Provisions S Grady Way to S 2nd St November 2011 SP 170 Furnishing and installing new (3/4" and 1") ball valve corporation stops and new (1.5" and 2") gate valves, tapping the main, laying and jointing the new copper water service lines and fittings, new meter setter, new meter boxes and lids, Testing,disinfecting and flushing the new service line, Connecting the customer-side private service line to the new copper tailpiece behind the new meter setter and property lines, Placing and compacting trench backfill, Replacing, protecting and/or maintaining existing utilities. Restoration of public and private properties ' 7-12 VALVES FOR WATER MAINS 7-12.3(1) Installation of Valve Marker Post Section 7-12.3(1)is deleted and replaced with the following: Where required, a valve marker post shall be furnished and installed with each valve. Valve marker posts shall be placed at the edge of the right-of-way opposite the valve and be set with 18 inches of the post exposed above grade. 7-12.3(2) Adjust Existing Valve Box to Grade Section 7-12.3(2) is an added new section: Valve boxes shall be adjusted to grade in the same manner as for manholes, as detailed in Section 7-05.3(1) of these special provisions. Valve box adjustments shall include, but not be limited to,the locations shown on the Plans. Existing roadway valve boxes shall be adjusted to conform to final finished grades. The final installation shall be made in accordance with the applicable portions of Section 7-12. 1 In the event that the existing valve box is plugged or blocked with debris, the Contractor shall use whatever means necessary to remove such debris, leaving the valve installation in a fully operable condition. The valve box shall be set to an elevation tolerance of one-fourth inch (1/4") to one-half inch (1/2") below finished grade. 7-12.3(3) Adjust Monitoring Wells to Grade Section 7-12.3(3) is New Section: Rainier Avenue S(SR 167) Special Provisions S Grady Way to S 2"d St November 2011 SP 171 I Remove existing monitor well casting and extend casing pipe as necessary to bring monitoring well to grade. Replace existing casting and provide a surface seal in accordance with Washington Administrative Code (WAC) 173-160. The Contractor shall submit well construction diagrams showing any modification to the monitoring well seal within three days of completion. Survey the final top casing(PVC) using NAVD88. All work for adjusting monitoring wells to grade shall be performed by a licensed well driller or by the Contractor under the direction of a licensed well driller in accordance with all applicable state and local regulations. 7-12.4 Measurement Section 7-12.4 is replaced with the following: See Section 7-09.5 for description of measurement and payment for Schedule B items. Measurement for 'Adjust Monitoring Well'will be per each existing monitoring well adjusted to finished grade. 7-12.5 Payment Section 7-12.5 is replaced with the following: (******) r See Section 7-09.5 for description of measurement and payment for Schedule B items. Payment will be made in accordance with Section 1-04.1 for the following bid item(s) when included in the proposal: "Adjust Monitoring Well", per each. The contract bid price for "Adjust Monitoring Well" shall be full compensation for all labor, material, tools and equipment necessary to satisfactorily complete the work as defined in the Contract Documents, including all incidental work. 7-14 HYDRANTS 7-14.3(1) Setting Hydrants Paragraph four and five of Section 7-14.3(1) is revised and the section is supplemented as follows: After all installation and testing is complete,the exposed portion of the hydrant shall be painted with two field coats.The type and color of paint will be designated by the Engineer. Any hydrant not in service shall be identified by covering with a burlap or plastic bag approved t by the Engineer, and properly secured. Rainier Avenue S(SR 167) Special Provisions S Grady Way to S 2nd St November 2011 SP 172 � , Hydrants shall be installed in accordance with AWWA specifications C600-93, Sections 3.7 and 3.8.1 and City of Renton and WSDOT standard details. Upon completion of the project, all fire hydrants and guard posts shall be painted with two coats of preservative paint NO. 43-655 safety yellow or approved equal. Fire hydrants shall be of such length as to be suitable for installation with connections to 6", 8" AND 10" piping in trenches 3 - 1/2 feet deep unless otherwise specified. The hydrant shall be designed for a 4-1/2 foot burial where 12" and larger pipe is shown unless otherwise noted on the plan. Fire hydrant assembly shall include: cast-iron or ductile iron tee (MJ x FL), 6" gate valve (FL x MJ), 6" DI spool (PE x PE), 5-1/4" MVO fire hydrant (MJ connection), 4" x 5" Stortz adapter, cast iron valve box and cover, 3/4" shackle rods and accessories, concrete blocks and two concrete guard posts(only if hydrants are outside right-of-way). Joint restraint shall be installed in accordance with Section 7-09.3(25). ' 7-14.3(7) Removing Hydrant Assembly Section 7-14.3(7) is supplemented by adding the following: (******) Hydrants indicated to be removed on the Plans shall be salvaged and returned to the City to a location directed by the Project Engineer. 7-14.4 Measurement Section 7-14.4 is replaced with the following: (******) See Section 7-09.5 for description of measurement and payment for Schedule B items. 7-14.5 Payment Section 7-14.5 is replaced with the following: (******) See Section 7-09.5 for description of measurement and payment for Schedule B items. 7-15 SERVICE CONNECTIONS 7-15.3 Construction Requirements Section 7-15.3 is supplemented as follows: (******)(Addendum No. 3) Pipe materials used to extend or replace existing water service lines shall be copper. Rainier Avenue S(SR 167) Special Provisions S Grady Way to S 2nd St November 2011 SP 173 i Meter boxes shall be adjusted to finished grade in the same manner as for manholes,as detailed , in Section 7-05.3(1) of these special provisions. Meter box adjustments shall include, but not be limited to,the locations shown on the Plans. The Contractor shall connect the customer-side private service line to the new copper tailpiece behind the new meter setter and property lines. It is anticipated that connections to private service lines can be made an average of ten (10) feet behind the existing meter box for which the new meter is replacing. Contractor shall provide all necessary piping, reducers, couplings, and fittings required to make this connection. 7-15.4 Measurement Section 7-15.4 is replaced with the following: , See Section 7-09.5 for description of measurement and payment for Schedule B items. Measurement for'Adjust Monitoring Well' will be per each existing monitoring well adjusted to finished grade. 7-15.5 Payment Section 7-15.5 is replaced with the following: See Section 7-09.5 for description of measurement and payment for Schedule B items. 7-16 TEMPORARY WATER BYPASS SYSTEM Section 7-16 is a new section: 7-16.1 Description This work shall consist of installing, maintaining and removal of temporary domestic water , service lines and of temporary fire service mains and hydrants, when the existing water mains are non-operational and/or are abandoned or removed for the construction of the new water lines and of other improvements. 7-16.2 Materials Materials shall meet Sections 7-09, 7-12, 7-14, 7-15 of the Standards Specifications and all applicable sections of the contract documents. Rainier Avenue S(SR 167) Special Provisions S Grady Way to S 2n°St November 2011 SP 174 7-16.3 Construction Requirements The contract plans include a schematic water by-pass plan layout of service connections for the contractor's consideration. The contractor shall develop and submit a temporary domestic water service and a temporary fire protection water service and sequencing plan to the Engineer and to the Renton Fire Prevention Department for review and approval at least 10 calendar days prior to proceeding with the work. All temporary water service lines and connections shall be metered through the existing water meters. 7-16.4 Measurement No particular unit of measure shall apply to "Temporary Water Bypass System" which shall be measured and paid per lump sum. 7-16.5 Payment Payment will be made in accordance with Section 1-04.1 for the following bid items when included in the proposal: Temporary Water Bypass System, Complete,t lump sum. Payment for furnishing, installing, maintain, and removal of the temporary water by-pass system for domestic water service and for fire protection shown shall cover the complete cost of providing all labor, materials, tools, equipment required to complete the work specified in the contract documents and plans, and shall include but not be limited to the following: Development and submission of a temporary domestic water service and a temporary fire protection water service and sequencing plan to the Engineer and to the Renton Fire Prevention Department for review and approval Coordination with Renton Fire Department and provision of required fire watch as needed, Locating all existing utilities and potholing in advance to determine their horizontal and vertical location, Saw cutting,trench excavation as needed, shoring and dewatering(if needed), Removal, hauling and disposal of pavement, curbs, gutters, sidewalks, surplus and unsuitable excavated material including existing pipes and structures in the excavation and the like, Stockpiling suitable excavated material for use as pipe bedding and trench backfill as directed by the Engineer, Boring, hole-hogging, tunneling, trenching to install the temporary water service lines, pipes, hydrants,fittings, Rainier Avenue S(SR 167) Special Provisions S Grady Way to S 2°'St November 2011 SP 175 I Furnishing and installing the temporary by-pass water line, gate valves, hydrants, tapping the main, laying and jointing the water service lines and fittings, connecting the existing water meters to the by-pass lines, Testing, disinfecting and flushing the new by-pass service line and hydrants, Placing and compacting trench backfill, Replacing, protecting and/or maintaining existing utilities. Removal of all components of the temporary water bypass system upon completion of permanent facilities and restoration of public and private properties. 7-19 SEWER CLEANOUTS 7-19.1 Description , Section 7-19.1 is supplemented as follows: (******) This work shall also include constructing 6-inch and 8-inch drain cleanouts on underdrain pipes where indicated on the Plans. 7-19.3 Construction Requirements Section 7-19. is supplemented as follows: (******) I Existing sanitary or storm cleanouts shall be adjusted to finished grade in the same manner as for manholes, as detailed in Section 7-05.3(1) of these special provisions. 7-19.5 Payment Section 7-19. is supplemented as follows: Payment will be made in accordance with Section 1-04.1, for the following bid item when it is included in the proposal: "Drain Cleanout," per each. The unit Contract price per each for "Drain Cleanout" shall be full pay for furnishing and placing the wye, pipe, pipe bends, pipe plug, castings, and collar and adjustment to finished grade as specified in the Standard Specifications. "Adjust Cleanout to Grade," per each. Rainier Avenue S(SR 167) Special Provisions S Grady Way to S 2n°St November 2011 SP 176 1 The unit contract price per each for"Adjust Cleanout to Grade" shall be full pay for adjustment of existing Cleanout castings to finished grade in accordance with these Special Provisions. No payment for this item shall be made for new cleanouts installed with this Project. END OF DIVISION 7 j 1 Rainier Avenue S(SR 167) Special Provisions S Grady Way to S 2nd St November 2011 SP 177 DIVISION 8—MISCELLANEOUS CONSTRUCTION I 8-01 EROSION CONTROL AND WATER POLLUTION CONTROL , 8-01.1 Description Section 8-01.1 is supplemented as follows: Throughout Section 8-01, replace the term "Temporary Erosion and Sediment Control Plan" (TESC)with "Stormwater Pollution Prevention Plan" (SWPPP). Work shall include installation of temporary erosion control devices including, but not limited to, ESC Lead, inlet protection, plastic covering, filter fabric (silt) fence, coir erosion control blanket, wattle, erosion/water pollution control and tree/shrub protection/high visibility fencing. Erosion control and water pollution control for the entire project shall be included in Bid Schedule A. The Contractor shall make, at the Contractor's expense, whatever arrangements may be necessary to ensure an adequate supply of water required for erosion control. 8-01.3(1)6 Erosion and Sediment Control(ESC)Lead Section 8-01.3(1)B is supplemented by the following; 4. The ESC Lead shall be responsible for the monitoring, reporting and recordkeeping requirements as specified in the Construction Stormwater General Permit and section 8- 01.3(1)G. 8-01.3(1)F Stormwater Pollution Prevention Plan(SWPPP): Section 8-01.3(1)F is a new Section: A Stormwater Pollution Prevention Plan (SWPPP) shall be prepared by the Contractor and i submitted for approval to the Engineer. The plan shall consist of the Contractor's complete strategy to meet the requirements of the Department of Ecology's NPDES and State Waste Discharge General Permit for Stormwater Discharges Associated With Construction Activity (General Permit). The SWPPP shall include and modify as necessary the Site Preparation and Erosion Control Plan drawings provided as part of the Contract Plans. The Contractor shall prepare review and modify the SWPPP as necessary to be consistent with the actual work schedule, sequencing, and construction methods that will be used on the project. The Contractor's SWPPP shall meet the requirements of the general permit. The Contractor's modifications to the SWPPP shall also incorporate the content and requirements for the Spill Prevention,Control and Countermeasures(SPCC) Plan in accordance with Section 1-07.15(1). Rainier Avenue S(SR 167) Special Provisions S Grady Way to S 2nd St November 2011 SP 178 Th e S WPPP shall document all the erosion and sediment control Best Management Practices (BMPs) proposed, whether permanent or temporary. The plan shall document installation procedures, materials, scheduling, and maintenance procedures for each erosion and sediment control BMP. The Contractor shall submit the SWPPP for the Engineer's approval before any work begins. The Contractor shall allow at least five working days for the Engineer's review of the initial SWPPP or any revisions to the modified SWPPP. Failure to approve all or part of any such plan shall not make the Contracting Agency liable to the Contractor for any work delays. The Contractor may not begin work without an approved Contractor's SWPPP. In addition, the SWPPP shall outline the procedures to be used to prevent high pH stormwater or dewatering water from entering surface waters. The plan shall include how the pH of the water will be maintained between pH 6.5 and pH 8.5 prior to being discharged from the project or entering surface waters. Prior to beginning any concrete or grinding work, the Contractor shall submit the plan,for the Engineer's review and approval. As a minimum, the SWPPP shall include all the SWPPP requirements identified in the General Permit, including: Narrative discussing and justifying erosion control decisions(12 elements) Drawings illustrating BMPs types and locations Engineering calculations for ponds and vaults used for erosion control g g P A schedule for phased installation and removal of the proposed BMPs, including: A. BMPs that will be installed at the beginning of project startup. B. BMPs that will be installed at the beginning of each construction season. C. BMPs that will be installed at the end of each construction season. D. BMPs that will be removed at the end of each construction season. E. BMPs that will be removed upon completion of the project. An Ecology template is available to the Contractor for producing the SWPPP, using project- specific information added by the Contractor. The template and instructions are available at: httP://www.ecy.wa.gov/programs/wq/stormwater/construction/ 8-01.3(1)G Monitoring Requirements Section 8-01.3(1)G is a new section: Monitoring of stormwater shall be conducted for comparisons to benchmark values for turbidity and pH as described in the General Permit. The Contractor shall provide weekly stormwater monitoring of the project stormwater discharge locations for turbidity and pH as required for Rainier Avenue S(SR 167) Special Provisions S Grady Way to S 2nd St November 2011 SP 179 sites which disturb 5 acres or more as described in the General Permit. In addition, the Contractor shall: 1. Review project maps, project definition, and the proposed construction schedule to understand when and where construction activities have the greatest potential to impact specific water quality parameters. 2. Assume four discharge locations to be monitored. Establish three specific project sampling locations for sampling and monitoring at each discharge location to determine background,outfall,and downstream water quality conditions. 4. Develop a map to be included in the SWPPP for approval that identifies the Contractor's proposed sampling station locations. Keep the map with the monitoring and reporting forms so personnel responsible for monitoring, recording and reporting can understand the locations and access the sampling stations. 5. Establish a sampling schedule such that monitoring is conducted weekly during storm events that exceed 0.5 inches of rainfall within 24 hours, while the project is active. 6. Establish procedures that adapt to unanticipated events such as severe storms, schedule adjustments, modified construction techniques, etc. Submit any modifications to the procedures to the Project Engineer for approval. 7. Calibrate equipment according to manufacturers' recommendations and , according to their specified schedule. If data appears suspect, perform additional calibrations immediately. Payment for stormwater monitoring and related reporting and recordkeeping will be made under the lump sum item SWPPP. Turbidity and pH Exceedances Following any exceedances of the turbidity or pH benchmarks, the Contractor shall provide the following at no additional cost to the Contracting agency: 1. The necessary SWPPP revisions and on-site measures/revisions including additional source control, BMP maintenance, and/or additional stormwater treatment BMPs that are necessary to prevent continued exceedance of turbidly and/or pH benchmarks. 2. the regulatory notification to the Dept of Ecology and to the Engineer of any monitoring results requiring regulatory notification. 3. the additional daily sampling and reporting measures described in the General Permit to verify when project site runoff is in compliance. Rainier Avenue S(SR 167) Special Provisions S Grady Way to S 2nd St November 2011 SP 180 i 8-01.3(2)B Seeding and Fertilizing Section 8-01.3(2)B is supplemented with the following: All disturbed areas shall be hydroseeded except as are designated to be planted or mulched.The seeding may be accomplished by approved hand methods when impractical to perform by hydroseeding. The Contractor shall submit the proposed plan for hand seeding to the Engineer for approval five days prior to any seeding. 8-01.4 Measurement Section 8-01.4 is supplemented with the following: ■ No specific measurement to the lump sum item for Stormwater Pollution Prevention Plan. 8-01.5 Payment Section 8-01.5 is supplemented with the following: Payment will be made in accordance with Section 1-04.1, for the following bid item when it is included in the proposal: "Erosion/Water Pollution Control", by force account. "ESC Lead", per day. "Plastic Covering", per square yard. "Inlet Protection", per each. "Silt Fence", per linear foot. "Wattle", per linear foot. "Stormwater Pollution Prevention Plan (SWPPP)", lump sum The lump sum contract price for the "Stormwater Pollution Prevention Plan" shall be full pay for all costs associated with complying with the Special and General Conditions of the General Permit; including creating, submitting, modifying and maintaining the SWPPP; design and submittal of erosion and sediment control BMPs including providing, maintaining on site the standby equipment and materials to comply with the General Permit; providing all stormwater monitoring and reporting,and other specified SWPPP requirements. Rainier Avenue S(SR 167) Special Provisions S Grady Way to S 2""St November 2011 SP 181 I i Maintenance and removal of all BMP's shall be considered incidental to and included in the unit contract price for the erosion control item provided. Roadway sweeping and cleaning, and any water required shall be considered incidental to and included in the unit contract prices for the various bid items and NO additional payment will be made. 8-02 ROADSIDE PLANTING 8-02.1 Description Section 8-02.1 is supplemented as follows: All plant materials required by the Bid Documents shall be plant selection including plant establishment(PSIPE) per the Standard Specifications. 8-02.3 Construction Requirements , 8-02.3(1) Responsibility During Construction Section 8-02.3(1) is supplemented with the following: The Contractor shall provide one person (with contact information)who shall: 1. Direct work performed under this section. 2. Be familiar with materials and best methods for installation. 3. Be present at all times during execution of work in this section Landscape materials shall not be installed until weather permits and installation has been authorized by the Engineer. If water restrictions are anticipated or in force, planting of landscape materials may be delayed. Throughout planting operations, the Contractor shall keep the premises clean, free of excess soils, plants, and other materials, including refuse and debris, resulting from the Contractor's work. At the end of each work day, and as each planting area is completed, it shall be neatly dressed, and all surrounding walks and paved areas shall be cleaned to the satisfaction of the Engineer. No flushing will be allowed. At the conclusion of work, the Contractor shall remove surplus soils, materials, and debris from the construction site and shall leave the project in a condition acceptable to the Engineer. 8-02.3(2) Roadside Work Plan Section 8-02.3(2) is supplemented with the following: The Roadside Work Plan shall be submitted to the Engineer one week prior to initiating proposed work. Rainier Avenue S(SR 167) Special Provisions S Grady Way to S 2""St November 2011 SP 182 IThe use of chemical herbicides shall be considered on a case-by-case basis.The contractor must submit, as part of the Work Plan, the intent to use chemical herbicides to the Engineer for approval prior to use. 8-02.3(4)A Topsoil Type A Section 8-02.3(4)A is supplemented with the following: The Contractor shall provide Topsoil Type A. Topsoil Type A shall conform to Section 9-14.1(1) of these Special Provisions and shall be supplied by a Contractor's supplied source,and as approved by the Engineer. 8-02.3(5) Planting Area Preparation Section 8-02.3(5) is supplemented with the following: Upon approval of subgrades by the Engineer, imported Topsoil Type A shall be placed to a compacted depth as indicated on the Plans. Topsoil Type A shall be place in sides and bottoms of all tree pits to a depth of thirty six(36) inches,and shrub pits to dimensions shown. Lightly compact soil and establish a smooth and uniform finished grade that protects against obstruction to surface drainage and ponding. In seeded areas materials shall be placed so that after settlement of finished grades the top of the soil level will be even and % to %: inch below the top of sidewalks in lawn areas. For bark-mulched areas, finish grade of bark mulch shall be one (1) inch below top of curb or sidewalk. 1 For planting areas that become compacted due to construction use, such as staging areas and access roads, the Contractor shall loosen and cultivate to a minimum depth of 12 inches prior to planting operations. No cultivation shall occur in areas within the drip line of existing vegetation scheduled to remain. Landscape areas shall be brought to a uniform finished grade with the root zone flush with the top of curbs and sidewalks in lawn areas, and the top of the mulch flush with the top of curbs and sidewalk in planting areas. Topsoil or Bark Mulch shall not be placed until the Engineer has approved the planting area subgrade. Rainier Avenue S(SR 167) Special Provisions S Grady Way to S 2nd St November 2011 SP 183 8-02.3(8) Planting , Section 8-02.3(8) is supplemented with the following: I (*****) Use loosened and replaced compacted mineral native soil without organics under tree rootball. ' Use topsoil on sides of tree rootball only. Use full depth of topsoil for shrubs and groundcovers. Trees shall be handled by the root ball, not by the trunk. Burlap and wire shall remain intact until trees are set in their final positions within each planting pit. Plant trees and shrubs upright and rotate in order to give the best appearance or relationship to adjacent plants, topography and structures. Hold plant rigidly in position until topsoil has been backfilled and water settled free of voids and air pockets and tamped firmly around the ball or roots. When the pit is backfilled halfway, place the specified quantity of fertilizer plant tablets and stakes as shown on the Plans. Evenly space the fertilizer tablets around the perimeter of, and immediately adjacent to the root system. Carefully place, water and compact planting topsoil, fill all voids.Tree root crowns to be 1" higher than finished grade to allow for settlement. When the planting pit is three-quarters (3/4) backfilled, fill with water and allow water to soak away. Fill the pits with additional topsoil to finish grade and continue backfilling as detailed on the Plans.Water trees immediately after planting. Provide Root Barrier in locations shown on Plans. Root Barrier shall be as specified in Section 9- 14.4(5) Root Barrier of these Special Provisions. 8-02.3(10) Fertilizers Section 8-02.3(10) is supplemented with the following: (*****) Fertilizer shall be a standard commercial grade of organic or inorganic fertilizer as specified herein. All fertilizers shall be furnished in standard unopened containers with weight, name of , plant nutrients and manufacturer's guaranteed statement of analysis clearly marked, in accordance with State and Federal law. Trees and shrubs shall be fertilized at a rate according to manufacturer's recommendations. Fertilizer tablets shall be slow release (20-10-15 NPK). The Contractor shall use (5) 21 gram tablets per tree and one(1) 10 gram tablet per shrub or groundcover. 8-02.3(11) Bark or Wood Chip Mulch Section 8-02.3(11) is supplemented with the following: (*****) Bark Mulch shall be medium course grind Douglas Fir or Hemlock mulch with sample approved by the Engineer. It shall be ground so that a minimum of 95%, by volume, of the material will pass through a 1-inch sieve. Ground bark shall not contain elements in quantities that would be Rainier Avenue S(SR 167) Special Provisions S Grady Way to S 2nd St November 2011 SP 184 detrimental to plant life. Wood cellulose tissue of fiber (wood pulp), wood waste, wood shavings, wood sawdust, wood chips, or any product that contains greater than 5%, by volume, of the hard, lignified wood portion of the tree will not be accepted. Apply to two (2) inch depth in all tree,shrub and groundcover areas, and disturbed areas as noted on Plans. 8-02.3(16) Lawn Installation Section 8-02.3(16) is supplemented with the following: Lawn mix and application rate shall be per Section 9-14.2 Seed,of these Special Provisions. 8-02.3(17) Protection of Private Property and Property Restoration Section 8-02.3(17) is a new section: The Contractor is specifically reminded that unnecessary damage caused beyond the limits of clearing or construction shall be repaired in like or better condition at the Contractor's sole expense. Restore all disturbed areas to original condition or better. If additional work which is not shown on the Plans, and which is not due to damages by the Contractor beyond the construction limits, and for which no unit price is provided in the Contract is deemed necessary and directed by the Engineer, the Contractor shall be compensated by force account under"Property Restoration". 8-02.4 Measurement Section 8-02.4 is supplemented as follows: Root barrier will be measured by the linear foot along the ground slope line. 8-02.5 Payment Section 8-02.5 is supplemented as follows: Payment will be made in accordance with Section 1-04.1, for the following bid item when included in the proposal: "Topsoil Type A", per cubic yard "Bark or Wood Chip Mulch", per cubic yard "Seeded Lawn Installation", per square yard 1 "PSIPE Tilia americana `Boulevard'/Boulevard American Linden; 12'-14' Ht., 2%" Cal.", per each 'PSIPE Zelkova serrata 'Musashino'/Sawtooth Zelkova, 12'-14' Ht., 2 1/2"Cal.", per each "PSIPE Cercidiphyllum japonicum/Katsura Tree, 12'-14' Ht., 2 1/2" Cal.", per each Rainier Avenue S(SR 167) Special Provisions S Grady Way to S 2nd St November 2011 SP 185 "PSIPE Ulm us'Frontier'/Frontier Elm, 12'-14' Ht., 2 1/2" Cal.", per each , "PSIPE Amelanchier laevis'Cumulus'/Allegheny Serviceberry, 8'-10' Ht.", per each "PSIPE Cornus'Eddie's White Wonder'/Eddie's White Wonder Dogwood, 10'-12' Ht., 2 1/2" Cal.", per each "PSIPE Acer ginnala/Amur Maple, 10'-12' Ht., 2" Cal.", per each "PSIPE Magnolia 'Galaxy'/Galaxy Magnolia, 10'-12' Ht., 2" Cal.", per each ' "PSIPE Calocedrus decurrens/Incense Cedar,8'-10' Ht.", per each "PSIPE Kalmia latifolia 'Peppermint'/Peppermint Mountain Laurel, 18"-24" Ht.", per each "PSIPE Physocarpus opulifolius 'Nanus'/ Dwarf Ninebark, 18"-24" Ht.", per each , "PSIPE Berberis thunbergii 'Royal Cloak'/Japanese Barberry,2 Gal. Cont.", per each "PSIPE Cistus x purpureus/Orchid Rockrose, 15"-18" Ht", per each "PSIPE Euonymus alatus 'Odom'/Little Moses Dwarf Burning Bush, 1 Gal. Cont.", per each "PSIPE Euonymus japonicus'Microphyllus Variegatus'/Variegated Boxleaf Euonymus,2 Gal. Cont.", per each "PSIPE Fothergilla gardenii/Dwarf Fothergilla, 2 Gal.Cont.", per each "PSIPE Rhododendron 'Ramapo'/Hybrid Rhododendron, 15"-18" Ht.", per each "PSIPE Cornus sericea 'Kelseyi'/Dwarf Redtwig Dogwood,2 Gal. Cont", per each "PSIPE Ilex crenata 'Helleri'/Helleri Holly, 1 Gal. Cont.", per each "PSIPE Escallonia 'Compakta'/Compact Escallonia,2 Gal. Cont.", per each "PSIPE Carex testacea/New Zealand Sedge, 1 Gal.Cont.", per each "PSIPE Nassella tenuissima/Mexican Feather Grass, 1 Gal. Cont.", per each "PSIPE Ophiopogon japonicus/Mondo Grass. 1 Gal. Cont.", per each "PSIPE Erica cinerea 'C.D. Eason'/Bell Heather, 1 Gal.Cont.", per each "PSIPE Ceanothus gloriosus'Anchor Bay'/Anchor Bay Ceanothus, 1 Gal.Cont.", per each "PSIPE Prunus laurocerasus'Mount Vernon'/Mount Vernon English Laurel, 1 Gal Cont.", per each "PSIPE Cotoneaster dammeri 'Eichholz'/Eichholz Cotoneaster, 1 Gal. Cont.", per each "PSIPE Calluna vulgaris'Firefly'/Scotch Heather, 1 Gal. Cont.", per each "PSIPE Hemerocallis'Stella de Oro'/Daylily, 1 Gal.Cont.", per each "PSIPE Lavandula angustifolia 'Buena Vista/English Lavender, 1 Gal.Cont.", per each "Root Barrier", per linear foot "Property Restoration", by force account as provided in Section 1-09.6. 8-03 IRRIGATION SYSTEMS , 8-03.3 Construction Requirements Section 8-03.3 is supplemented with the following: Some private irrigation systems exist within the project limits must be removed by the property owner and some must be relocated by the Contractor. Such relocation will be paid by Force Account in accordance with Section 2-02.3(6). The Contractor shall ensure satisfactory operation upon completion of the relocations. This work will include, but not be limited to, cutting and capping existing pipe, relocating existing risers and sprinkler heads new pipe heads and connections, and testing of the system. i Modifications to existing irrigation systems shall be measured and paid under the "Removal and Relocation of Existing Private Improvements" bid item per 1-09.6. Rainier Avenue S(SR 167) Special Provisions ' S Grady Way to S god St November 2011 SP 186 ' The Contractor is responsible for coordinating and the installation of a telephone/communications line with either Centuryl-ink or Comcast, to the irrigation controller, Iprior to installation of controller equipment. 8-03.3(3) Piping ' Section 8-03.3(3) is supplemented with the following: All irrigation sleeves shall be Schedule 40 and sized and located as shown on the Plans. Sleevin size shall be a minimum of two times the diameter of all pipe and control wire to be placed in the sleeve. The Contractor is alerted that irrigation sleeves are not shown on the roadway Plan & Profile ' Sheets and thus will require coordination with the Irrigation Plans. 8-03.3(7) Flushing and Testing Section 8-03.3(7) is supplemented with the following: ' Private sprinkler irrigation systems shall also be pressure coverage tested per Section 8-03 of the Standard Specifications and as indicated herein these Special Provisions. The Contractor shall pretest and prove functional then advise the Engineer at least 48 hours before pressure and coverage tests are to be conducted and shall have the approval of the Engineer before backfilling. 8-03.3(9) Backfill Section 8-03.3(9) is supplemented with the following: I Backfilling of irrigation piping shall be in accordance with Section 7-08.3(3) Backfilling of these Special Provisions. In paved asphalt areas,the top 6 inches of the trench shall consist of HMA,Class A. All backfilled trenches shall be repaired by the Contractor at his expense, including restoration of plant materials. 8-03.3(11) System Operation jSection 8-03.3(11) is supplemented with the following: The entire sprinkler system shall be guaranteed by the Contractor to give complete and satisfactory service for a period of one year from the date of Initial Planting Acceptance by the Rainier Avenue S(SR 167) S Grady Way to S 2n°St Special Provisions November 2011 SP 187 City of Renton. Should any trouble develop within the one year period, which in the opinion of , the Engineer, is due to faulty material or workmanship, the trouble shall be corrected, without delay,to the satisfaction of the Engineer at the Contractor's expense. 8-03.3(13) Irrigation Water Service Section 8-03.3(13) is supplemented with the following: , The irrigation water services and meter setters shall be installed as shown on the Plans. Meter setters and connections to the existing water mains will be installed and paid for under Section 7-15, Service Connections. The Contractor shall be responsible for providing, installing and coordinating the irrigation meter installation with the City of Renton Water and Sewer Division. The Contractor shall provide a minimum of 60 calendar days prior notice to the Engineer for the desired date for the meter installation to insure no delays to the Work. ' The City shall apply and pay for associated fees for water meter and installation.The Contractor shall coordinate installation, all required inspections with City Water Department, and obtain approval from the Water Department for irrigation. 8-03.3(14) Irrigation Electrical Service , Section 8-03.3(14) is supplemented with the following: Irrigation Electrical Service is provided at the locations (two) shown on Signal Plans. Contractor shall splice and run conduit and wire from the service cabinet as shown to the automatic controllers. Contractor shall apply and pay for all associated fees and permits for electrical installation as required by the Contracting agency. 8-03.5 Payment , Section 8-03.5 is supplemented with the following: Payment will be made in accordance with Section 1-04.1, for the following bid item when included in the proposal: "Automatic Irrigation System,Complete", Lump Sum , The lump sum price for "Automatic Irrigation System, Complete" shall be full compensation for furnishing all labor, materials, tools, and equipment necessary or incidental to the construction of the complete and operable sprinkler irrigation system, including but not limited to: excavation, backfilling, compaction, or restoration of materials associated with the installation of the Irrigation System. All costs for furnishing and installing plastic valve boxes where indicated and as detailed in the Plans and all costs of inspections and tests performed on Double Check Valve Assembly shall be Rainier Avenue S(SR 167) Special Provisions , S Grady Way to S 2nd St November 2011 SP 188 considered incidental to and included in the unit contract ric p e for "Automatic Irrigation System, Complete". 8-04 CURBS, GUTTERS AND SPILLWAYS ' 8-04.3(1) Cement Concrete Curbs,Gutters,and Spillways Section 8-04.3(1) is supplemented as follows: Cement concrete traffic curb and gutter, cement concrete traffic curb, cement concrete extruded curb and cement concrete integral curb shall be constructed per the Plans and Standards Details included in Appendix B and C. 8-04.5 Payment Section 8-04.5 is supplemented as follows: Payment will be made in accordance with Section 1-04.1, for the following bid item when included in the proposal: "Cement Conc.Traffic Curb and Gutter", per linear foot. "Reinforced Cement Conc.Traffic Curb and Gutter", per linear foot "Cement Conc.Traffic Curb", per linear foot. "Cement Conc. Extruded Curb Type 6", per linear foot. "Modified Cement Concrete Extruded Curb Type 6", p er linear foot. "Cement Concrete Integral Curb", per linear foot Pedestrian Curb for the construction of sidewalk ramps shall not be measured for payment but shall be considered included in the type of sidewalk ramp installed. Curbing associated with Pedestrian Islands 1 through 6, as shown on the Plans, will not be measured for payment under this Section. Payment will be per Section 8-19 herein. 8-06 CEMENT CONCRETE DRIVEWAY ENTRANCES 8-06.3 Construction Requirements Section 8-06.3 is supplemented as follows: Cement concrete driveway entrances shall be constructed as shown on the Plans. Rainier Avenue S(SR 167) Special Provisions S Grady Way to S 2nd St November 2011 SP 189 i 8-06.4 Measurement Section 8-06.4 is supplemented with the following: (*****) "Cement Conc. Driveway Entrance, 3-day" shall be measured to include the ramps/wings on ' either side of the driveway as indicated on the Plans. 8-06.5 Payment , Section 8-06.5 is supplemented with the following: Payment will be made in accordance with Section 1-04.1, for the following bid item when included in the proposal: "Cement Conc. Driveway Entrance, 3 day", per square yard. ' 8-07 PRECAST TRAFFIC CURB AND BLOCK TRAFFIC CURB 8-07.5 Payment Section 8-07.5 is supplemented with the following: (*****) Payment will be made in accordance with Section 1-04.1, for the following bid item when included in the proposal: , "Precast Dual Faced Sloped Mountable Curb", per linear foot. 8-09 RAISED PAVEMENT MARKERS 8-09.5 Payment Section 8-09.5 is supplemented with the following: Payment will be made in accordance with Section 1-04.1, for the following bid item when included in the proposal: "Raised Pavement Marker Type 1", per hundred. "Raised Pavement Marker Type 2", per hundred. 8-13 MONUMENT CASES 8-13.3 Construction Requirements , Paragraphs 2 and 3 of Section 8-13.3 are revised and supplemented as follows: Rainier Avenue S(SR 167) Special Provisions S Grady Way to S 2nd St November 2011 SP 190 When existing monuments will be impacted b project,p y a p sect,the Contractor shall be responsible for assuring that a registered surveyor references the existing monuments prior to construction. After construction is complete, the monuments shall be re-established by a licensed surveyor in accordance with RCW58.09.130. ' The Contractor shall also work diligently to protect from harm property corners which are encountered during construction. ' Existing monument cases shall be adjusted to finished grade. Cast iron riser rings are permitted for grade adjustments on monument cases. 8-13.4 Measurement Section 8-13.4 is supplemented by adding the following: "Adjust Monument Case and Cover" shall be measured per each existing monument adjusted to finished grade. 8-13.5 Payment Section 8-13.5 is supplemented by adding the following: Payment will be made in accordance with Section 1-04.1, for the following bid item when it is included in the proposal: "Monument Case and Cover" per each. "Adjust Monument Case and Cover" p er each. 8-14 CEMENT CONCRETE SIDEWALKS 8-14.1 Description Section 8-14.1 is supplemented b adding the following: Y g lowing: This work shall also consist of providing Cement Concrete Sidewalks, Scored Cement Concrete Sidewalks, Thickened Cement Concrete Sidewalks, Decorative Concrete Finish (for sidewalk area), Decorative Stamped Concrete Sidewalks, Cement Concrete Thickened Sidewalk Edge,curb ramps including detectable warning patterns. 8-14.2 Materials Section 8-14.2 is supplemented by adding the following: Rainier Avenue 5(SR 167) Id Special Provisions 5 Grady Way to 5 2 St November 2011 SP 191 The Cement Concrete Sidewalk, Scored Cement Concrete Sidewalk, Decorative Stamped Concrete Sidewalk and curb ramps shall be constructed in accordance with Section 8-14 of the Standard Specifications using air-entrained Class 3000 concrete except as hereinafter amended. Curb ramp construction shall conform to WSDOT standard drawings as noted and detailed on the Plans and shall include detectable warning surface mats. Detectable warning mat shall be detectable warning systems manufactured of diamond-hard vitrified polymer, truncated dome tiles that meets industry standard for durability, weather , resistance and wear resistance. Detectable warning mat shall be brick red. Contractor shall provide a color sample to be approved by the Engineer prior to installation. Detectable warning patterns shall be installed per manufacturer's recommendations. Elastomeric sealant shall be a two-component, premium grade, polyurethane-based / non-sag , sealant, color — light grey, comply with ASTM C920, Type M. Grade NS, Class 25, rated for exterior joints in vertical and horizontal surfaces such as, but not limited to: a. Control and expansion joints in cast-in-place concrete. , b. Joints between architectural precast concrete units. c. Control and expansion joints in unit masonry. d. Joints between marble and/or granite. e. Joints between different materials listed above. f. Perimeter joints between materials listed above and frames of doors, windows, storefronts, louvers and similar openings. , The Contractor shall provide manufacturer product and color information for Engineer's approval prior to construction. 8-14.3 Construction Requirements , Section 8-14.3 is supplemented by adding the following: ' Cement concrete sidewalk thickness shall be as shown on the Plans. Full depth expansion joints for cement concrete sidewalk shall be constructed with a maximum spacing of 10 feet, and as detailed on the Plans. Score joints shall be constructed at a maximum distance of 5 feet from each full depth expansion joint, except where specific dimensions are detailed on the Plans. , Asphalt mastic joint fillers in the sidewalk shall be 3/8" x 4" and of the same material as that used in the curb,and shall be placed in the same location as that in the curb. No concrete for sidewalk shall be poured against dry forms or dry subgrade. The Contractor may provide suitable vibrating finishers for use in finishing concrete sidewalks. ' The type of vibrator and its method of use shall be subject to the approval of the City. Rainier Avenue S(SR 167) Special Provisions S Grady Way to S 2nd St November 2011 SP 192 ' Curbs may be placed integral with the sidewalk or wheelchair curb ramp installation. If the Contractor elects to place the curbs integral with sidewalk, then a standard sidewalk dummy joint shall be placed at the location where the back of curb would be as if the curb were placed separately. Ramps shall be textured as shown on the drawings. The Contractor shall not use any two course construction of any type in any location. All cement concrete sidewalk work must be single course,finished to the lines and grades as shown on the drawings. All completed work shall be so barricaded as to prevent damage. Any damaged sections shall be 1 removed and replaced at the Contractor's expense. Landscaped areas disturbed during construction shall be restored to original condition at the Contractor's expense. ' Scored Cement Concrete Sidewalk shall be broom finished and scored as detailed on the Plans. Decorative Concrete Finish ' Shall consist of decorative color concrete finish as detailed on Plans and as specified in these Special Provisions. Prior to start of pavement work the Contractor shall provide two 5'x5' (25 square feet) samples, as described herein, to be displayed adjacent to samples of a standard, non-stained, non- sandblasted concrete sidewalk and the Decorative Stamped Concrete samples. The Engineer shall then select and approve the one final sample to be used for the Decorative Concrete Finish. Two stain colors(Color A and Color B)shall be provided for the sample color stain area. • Colored Concrete Transparent Acid Stain Color A shall be an aqua blue color. • Colored Concrete Transparent Acid Stain Color B shall be a warm honey color. Samples shall vary in sandblasting depth and color application, as directed by the Engineer, and sealed with approved sealer to determine the final visual quality of the decorative finish. Determination of desired concrete acid stain color and number of application coats shall be approved by Engineer. The approved sample shall be the standard for acceptance of the rest of the work installed, and ' shall be protected from damage until final acceptance and approval. Completed work not meeting the visual quality of the approved sample shall be removed and replaced by the Contractor at no additional cost to the City. ' The area to received Decorative Concrete Finish as shown on Plans, shall be marked out for review and approval of the Engineer. The decorative concrete finish area shall receive a light to medium sandblast finish to expose aggregate and a transparent concrete stain (Color A or Color B) as shown on the Plans. The final layout and the transition from standard to sandblast/color stained area shall be determined in field and approved by Engineer. New concrete shall be allowed to cure for a minimum of 28 days prior to application of concrete color stain.Area to receive color stain shall be pressure washed, free of dust, contaminants and ' Rainier Avenue S(SR 167) Special Provisions S Grady Way to S 2nd St November 2011 SP 193 i debris, and allow to dry prior to application of concrete color stain, per manufacturer's recommendations. Concrete acid stain shall be semi transparent water-based stains penetrate into the concrete to attain a faux, layered appearance. The acid stain shall be DIY-friendly, ZERO VOC's (Volatile Organic Compounds). The Decorative Concrete Finish areas shall receive one (1) or two (2) coats of two (2) colored concrete transparent acid stain (color A and B), as indicated on Plans, to match approved field ' sample. The acid stain colors shall be diluted with water as necessary to obtain desire shade on mock-up samples as approved by Engineer. Decorative Concrete Finish area shall be sealed with a clear coat solvent-based sealer. Sealer shall be resistant to discoloration, water, ultraviolet rays, heavy traffic and slip proof when wet, applied as per manufacturer's recommendations. , Decorative Stamped Concrete Finish Decorative Stamped Concrete Finish shall consist of stamped concrete with a decorative finish consisting of a color hardener, color release agent and clear sealer, as detailed on Plans and as specified in these Special Provisions. ' Prior to start of pavement work the Contractor shall provide two 5'x5' (25 square feet) samples, as described herein, to be displayed adjacent to samples of 1) a standard, non-stained, non- ' sandblasted concrete sidewalk and 2) the Decorative Concrete Finish samples. The Engineer shall then select and approve the one final sample used for Decorative Stamped Concrete Finish. Each 5 x 5 sample area shall contain two variations. Samples shall vary in application of the , release agent and the accent stone staining, as directed by the Engineer, and sealed with approved sealer to determine the final visual quality of the decorative finish. , The approved sample shall be the standard for acceptance of the rest of the work installed, and shall be protected from damage until final acceptance and approval. Completed work not meeting the visual quality of the approved sample shall be removed and replaced by the ' Contractor at no additional cost to the City. Decorative Stamped Concrete Finish shall be a natural 'River Pebble' pattern made from a random interlocking stamp pattern. The surface texture is that of round, smooth river pebbles approximately 1 — 4" long, with rounded and worn stone edges. The three patterns interlock and shall be used to create a random pattern with a two step color process, as follows: • Color Hardener - Color"Cream White", shall be a high-opacity, UV resistant, powdered dry-shake color hardener broadcasted onto freshly laid concrete pavement prior to imprinting with stamp pattern to produce long-wearing horizontal surfaces. • Color Release Agent - Color "Beige Taupe", shall be a colored powder providing a natural, weathered antique appearance that accents the depth of the pattern and adds realistic variation to imprinted concrete. Rainier Avenue S(SR 167) Special Provisions ' S Grady Way to S 2nd St November 2011 SP 194 ' • Clear Sealer — Shall be - soly n e tborne, clear matte finish, clear curing compound, protects the concrete surface from future staining, resistant to blushing, resistant to discoloration and ultraviolet light. Apply sealer at full strength per manufacturer's recommendations. The color hardener and release agent shall be applied evenly to the surface of fresh concrete, and sealer applied according to the manufacturer's specifications. Decorative Stamped Concrete Finish areas shall be allowed to cure for a minimum of 28 days prior to application of concrete color stain. Pressure wash area free of dust, contaminants and debris and allow to dry prior to application of concrete color. stain. Apply stain according to manufacturer's recommendations,and to achieve the appearance of the approved sample. Accent stone staining: approximately one-fourth of the raised stones in a pattern stamp area ' shall then receive a stain coating using hand application methods, in general proportions of the three colors below,as detailed in the Plans and as approved by the Engineer. ' The accent stone staining shall be in 3 colors: • Color 1(shall cover 10%of stones): "Fern Green" • Color 2 (shall cover 20%of stones): "Padre Brown" • Color 3(shall cover 40%of stones): "Weathered Bronze" • No Color(shall be over 30%of stones): Left without any accent stone staining All Decorative Stamped Concrete Finish shall be sealed with a waterborne, low VOC, environmentally sound, clear curing compound and sealer for freshly placed colored concrete flatwork. Sealer shall protect against future staining, resistant to abrasion, deicing salts and LIV radiation. 8-14.4 Measurement "Decorative Stamped Conc.Sidewalk"shall be measured per square yard of completed and finished Decorative Stamped Sidewalk area. "Decorative Conc. Finish", shall be measured per square yard of completed and finished surface of Decorative Concrete Finish, including surface preparation, sand blasting and color ' applications. 8-14.5 Payment Section 8-14.5 is supplemented by the following: ' Payment will be made in accordance with Section 1-04.1, for the following bid item when it is included in the proposal: "Cement Conc.Sidewalk", per square yard. Rainier Avenue S(SR 167) S Grady Way to S 2nd St Special Provisions November 2011 SP 195 Scored Cement Concrete Sidewalk shall be measured and paid for under bid item "Cement Conc. , Sidewalks". "Thickened Cement Conc.Sidewalk", per square yard. ' "Decorative Stamped Conc.Sidewalk", per square yard "Decorative Conc. Finish", per square foot. "Cement Conc.Thickened Sidewalk Edge", per linear foot "Cement Conc.Curb Ramp Type ", per each. , Decorative stamped concrete finish associated with Pedestrian Islands 1 through 6, as shown on the Plans, will not be measured for payment under this Section. Payment will be per Section 8- , 19 herein. 8-19 STAPLE CURB AND PEDESTRIAN ISLAND ' Section 8-19 is a new section. i 8-19.1 Description This work includes doweling, reinforcement, and concrete work on top of the surface of Cement ' Concrete Pavement as shown on the Plans. Cement Conc. Staple Curb and Cement Conc. Pedestrian Islands 1 through 6 shall be constructed at the locations and in accordance with the details shown on the Plans. , 8-19.3 Construction Requirements Cement concrete staple curb shall be provided in accordance with the detail shown on the Plans. Pedestrian Islands 1 through 6 shall be at the location and per the details shown on the Plans. , 8-19.4 Measurement Cement concrete staple curb will be measured per linear foot. Cement Conc. Pedestrian Islands 1 through 6 will be measured per each completed island. Pedestrian Island 7 will be measured by unit prices included in the Contract and will not be measured for payment under this Section. ' 8-19.5 Payment Payment will be made in accordance with Section 1-04.1, for the following bid item when it is ' included in the proposal: Rainier Avenue S(SR 167) Special Provisions S Grady Way to S 2nd St November 2011 SP 196 "Cement Conc. Staple Curb" per linear p , p foot. The unit price per linear foot for "Cement Conc. Staple Curb" shall be full compensation for furnishing all labor, materials, tools, and equipment necessary or incidental to the construction of the Cement Conc. Staple Curb as detailed on the Plans, including but not limited to: surface preparation, doweling, reinforcement,forming, and curing concrete. "Cement Conc. Pedestrian Island", per each. ' The unit price per each for "Cement Conc. Pedestrian Island" shall be full r compensation for o furnishing all labor, materials, tools, and equipment necessary or incidental to the construction ' of the Cement Conc. Pedestrian Islands 1 through 6 as detailed on the Plans, including but not limited to: surface preparation, doweling, reinforcement, forming, decorative stamped concrete finish,curing concrete and providing detectable warning mats. 8-20 ILLUMINATION,TRAFFIC SIGNAL SYSTEMS,AND ELECTRICAL 8-20.1 Description Section 8-20.1 is supplemented with the following: Work in general shall consist of, but will not be limited to providing new complete systems in the vicinity of Rainier Avenue South from Grady Way to S. 3rd/S. Sunset Boulevard: • Replacement of Rainier Avenue S./Grady Way Intersection Traffic Signal • Replacement of Rainier Avenue S./S.7th Street Intersection Traffic Signal • Replacement of Rainier Avenue S./S.4th Place Intersection Traffic Signal • Replacement of Rainier Avenue S./S.3rd Place Intersection Traffic Signal • Replacement of Rainier Avenue S./S. Sunset Boulevard/S. 3rd Street Intersection Traffic Signal • Corridor Illumination Systems • Corridor Interconnect System requirements are included in Sections 8-40 and 8-41. The existing systems including communication wire, lighting circuits, and the existing traffic ' signals, shall remain in operation until the new foundation, conduit work, and wiring for each new system is in place and ready for transfer. Transfer shall be conducted in the shortest time possible, not to exceed one 8-hour workday. The exact work plan and schedule must be pre- approved by the Engineer. Work shall include all other items as shown in the Plans or in these Special Provisions. All work shall be performed as shown in the Plans in accordance with applicable Standard Specifications, Standard Plans, Amendments, City Standards, Puget Sound Energy Standards, King County Standards included herein and the following Special Provisions. ' Rainier Avenue S(SR 167) S Grady Way to S 2nd St Special Provisions November 2011 SP 197 The work involves, but shall not be limited to,the following: , • Signal controller and equipment • PTZ Cameras ' • Cabinets and bases ' • Signal interconnect fiber system • Signal poles • Vehicle and pedestrian heads • Pedestrian Push Buttons , • Emergency Pre-emption equipment • Video detection ' • Junction boxes • Loop detection • Conduit and wire • Luminaires ' • Illumination poles and bases • Electrical service, enclosures, battery back-up systems,connections, and bases ' Work shall include the supply, testing and installation of all traffic signal hardware including the communication cable and interface system, and when specified, the modification of such an existing system. , The work shall also include removing existing traffic signal equipment, pull boxes, poles, loop detectors, controller cabinets, service cabinets, and bases, where applicable. Signal and luminaire pole bases shall be removed per section 2-02.3(1)except that foundations will only be required to be removed to a depth of 2-feet below finished subgrade elevation as opposed to 5- feet. This work will also include providing a complete,functional illumination systems. 8-20.1(1) Regulations and Code Section 8-20.1(1) is supplemented with the following: The first sentence of the first paragraph of Section 8-20.1(1) is deleted and replaced with the following: All electrical equipment shall conform to the standards of the National Electrical Manufacturers Association (NEMA), FHWA IP-78-16, the Radio Manufacturers Association, the American Society for Testing and Materials (ASTM), the American Association of State Highway and Transportation Officials (AASHTO), the American National Standards Institute Rainier Avenue S(SR 167) Special Provisions S Grady Way to S 2nd St November 2011 SP 198 (ANSI), the National Electrical Safety Code (NESC ), the International Municipal Signal Association (IMSA),whichever is applicable, and to other codes listed herein. Section 8-20.1(1) is supplemented with the following: ' Where applicable, materials shall conform to the latest requirements of the Washington State Department of Labor and Industries and Puget Sound Energy. ' 8-20.1(2) Industry Codes and Standards Section 8-20.1(2) is supplemented with the following: ' National Electrical Safety Code (NESC), Secretary NESC, NESC Committee, IEEE Post Office Box 1331445 Hoes Lane, Piscataway, NJ 08855-1331. 8-20.1(3) Restrictions on the Schedule of Work Section 8-20.1(3)is a new section: Mast Arm Erection Mast arms shall not be erected more than 14 calendar days prior to the system being turned on. Signal Head Installation The vehicle and pedestrian signal heads and push buttons shall be covered immediately upon installation and shall remain covered until the signal is turned on. Work in Roadway(Addendum No. 2) All work in the roadway is subject to the traffic control requirements specified in Special Provision sections 1-07.23(1)and 1-10.1. ' Traffic Control During Construction(Addendum No. 2) The Contractor shall include in the submitted traffic control plan,detailed plan during roadway ' trenching,erection of mast arms, installation of induction loops, and other activities requiring lane closures or detours. See special provision sections 1-07.23(1) and 1-10.1 for traffic control requirements. Existing Traffic Loops The Contractor shall notify the Area Traffic Engineer through the Engineer a minimum of five ' working days in advance of pavement removal in the loop areas or any traffic loop removal. The Contractor shall install and maintain temporary video detection, for required detection zones as determined by the Engineer in the field, during the construction until the permanent loops and video detection are in place. If the Engineer suspects that damage to any existing loop to remain, during the construction, may have resulted or believes it possible that an existing loop is not operating adequately, the Engineer may order the Contractor to perform the field tests specified in Section 8-20.3(14)D. The test results shall be recorded and submitted to the Rainier Avenue S(SR 167) S Grady Way to S 2nd St Special Provisions November 2011 SP 199 Engineer. Loops that fail any of these tests shall be replaced. If advance loops are replaced,they shall be installed immediately ahead of or behind the existing loops. The Contractor shall avoid cutting through the existing loop conductors or lead-in cable. ' 8-20.1(4)Permits Section 8-20.1(4) is a new section: ' The Contractor will be responsible for coordinating, obtaining, and paying for all permits, including electrical service applications, necessary to complete this work in a timely fashion. All required electrical permits shall be obtained before beginning trench excavation. , 8-20.2 Materials Section 8-20.2 is supplemented with the following: ' Controlled density fill shall meet the E of the Standard 1 requirements of Section 2-09.3 q ( ) Specifications. Crushed surfacing top course and crushed surfacing base course shall meet the requirements of Section 9-03.9(3)of the Standard Specifications. Bedding material shall consist of 5/8-inch minus crushed rock free of any deleterious substances per Section 9-03.1(5)A of the Standard Specifications. Requirements for signal equipment and illumination system materials are contained in Section 9-29 of the Standard Specifications and Section 9-29 of these Special Provisions. Salvaged Equipment All existing equipment that is to be removed shall not be stockpiled within the job site without the Engineer's approval. The following signal equipment shall remain the property of the ' Contracting Agency and shall be disconnected, dismantled, stacked separately and delivered to the Contracting Agency: Traffic Signal Bridge,Standards and Mast Arms Traffic Signal Controllers and Cabinets Electrical Service Cabinets ' Luminaire Standards and Mast Arms Emergency Vehicle Detectors ' Vehicle and Pedestrian Displays and Mounting Hardware Pedestrian Pushbuttons ' Luminaires Rainier Avenue S(SR 167) Special Provisions S Grady Way to S 2ntl St November 2011 SP 200 Terminal Cabinets Visors Back Plates The Contractor shall give the Engineer fourteen (14) calendar days advance written notice prior ' to delivery f removed materials N to the Contracting Agency's storage facilities. ' Controller cabinets shall not be removed until all associated electronic equipment is removed by Contracting Agency traffic signals personnel. All g p other equipment shall be removed by the Contractor and delivered within 24 hours following removal to the Contractin g enc .A g Y The salvaged material listed ted above shall be delivered between the hours of 8.30am and 2:30 pm to: p City of Renton Corporate Yard 3555 NE 2nd Street Renton,WA 98056 Pole Shaft and Mast Arm Identification All removed mast arms and pole shafts shall be identified by paper identification tags recording pole number, intersection location (such as SR XXX,jct XXX), and mast arm length. 4 inch by 6 inch (minimum) tags shall be taped to corresponding pole shafts and mast g p arms. Information on the e mast arm tag shall match the information on the corresponding pole shaft p g p ft tag. Each tag shall be entirely covered with clear acetate tap. The tape shall be wra pp ed one full circle e around the shaft or arm with a 1/2 —inch minimum overlap at the ends and sides. The Contractor shall bundle the n complete signal gal bridge, poles standard assembly together. The assembly consists of pole shaft, mast arm, and connecting bolts. Connecting bolts shall be attached to the original mast arm base plate. Dismantled equipment shall be clearly marked and all hardware saved in a heavy duty burlap bag ttached g to the corresponding signal standard or mast arm. The Contractor shall be responsible for loading, delivering and unloading the salvaged signal equipment. The Engineer shall d h saetermine the condition of the signal equipment.' g Material parts will only be accepted by Contracting Agency if in i dentical condition to that prior to removal. ' If the Contractor's operation causes damage to removed equipment, it shall be repaired or replaced b the Contractor to the e En ineer's satisfaction Engineer's at no additional cost to the Contracting Agency. The Contractor shall remove and properly dispose ro p p p y all debris and signal equipment not identified for return to the Contracting t ng Agency. The Contractor shall: ' • Remove all wires for discontinued circuits from the conduit system. • Remove elbow sections of abandoned conduit entering junction boxes. • Remove abandoned conduit that is less than 18 inches below finished rade unless ess otherwise indicated in the Plans. Rainier Avenue S(SR 167) na Special ecial Provisi ons S Grady Way to S 2 St November 2011 SP 201 • Remove foundations in accordance with Section 2-02.3(1). • Backfill voids created by removal of foundations and junction boxes. Backfilling and ' compaction shall be performed in accordance with Section 2-09.3(1)E. 8-20.2(1) Equipment List and Drawings ' Section 8-20.2(1) is revised as follows: Add the word "calendar"after"twenty" in the first paragraph. Delete paragraph five of Section 8-20.2(1) and replace it with the following: , Shop drawing for signal standards and lighting standards shall be provided in an electronic ' format(AUTOCAD Release 2000 or later),as well as complying with Section 6-03.3(7). Manufacturer's technical information shall be submitted for all poles, mast arms, luminaires, ' wire, conduit, junction boxes, control equipment, and all other items to be used on the Project. The Contractor also shall submit either on the signal standard shop drawings or attached to the signal standard shop drawings all dimensions to clearly show the specific mast arm mounting height and signal tenon locations for each signal pole to be installed. Final ground and roadway cross sections at the locations of the standards shall be submitted for approval along with the shop drawings. All approvals by the Engineer must be received by the Contractor before material will be allowed on the job site. Materials not approved will not be permitted on the job site. The Engineer shall have 14 calendar days to review information for each submittal that is made. Approval of shop drawings does not constitute final acceptance or guarantee of the material, but is solely to assist the Contractor in providing the specified materials. , Final verified dimensions for luminaire standards, signal standards, including pole base to signal mast arm connection point, pole base to light source distances, mast arm length, , offset distances to mast arm mounted appurtenances, and orientations of pole mounted appurtenances shall be furnished by the Engineer as part of the final approved shop drawings prior to fabrication. Manufacturer's data for materials proposed for the illumination, signal and interconnect systems, for use in the Contract which require approval shall be submitted in one complete package. ' 8-20.3 Construction Requirements ' Section 8-20.3 is supplemented with the following: Sienal Installation Coordination with the Citv Rainier Avenue S(SR 167) Special Provisions r S Grady Way to S 2nd St November 2011 SP 202 ' The Contractor shall coordinate with COR Transportation Maintenance Department Representative (contact person: Dave Whitmarsh at 425-430-7423) for all required signal ' installation work and testing. Power Source Coordination ' The Contractor shall coordinate all of the installation details for the electrical service cabinet(s) with Puget Sound Energy. Within four (4) weeks after Notice to Proceed, the Contractor shall meet with a PSE Representative (contact Sheri Clarke at 425-456-2701) in the field to verify the location of power source as shown in the Plans and shall notify the Engineer immediately if any conflicts exist. Except for the service connection, the PSE portion of the installation shall be completed prior to installation of the service cabinet by the Contractor. 8-20.3(1)A Illumination Requirements During Construction Section 8-20.3(1)A is a new section: Existing illumination system shall be kept in working order such that one side of the system shall be in operation during the progress of the Work. While Work is being performed, the existing illumination system may be removed from the one side of the roadway, but must remain operational on the other side of the roadway. While work is being performed on both sides of the roadway, temporary illumination must be provided from at least one. Prior to final removal of existing illumination system, new illumination system must be activated along one side of the roadway. In the event that the Contractor cannot maintain operation of at least half of the illumination system,temporary illumination shall be provided at the Contractor's expense. 8-20.3(1)6 Signalization Requirements During Construction Section 8-20.3(1)B is a new section: Signal system shall remain fully operational during construction. Contractor shall follow Temporary Signalization Plans to the extent allowed by site conditions. Modification to Temporary Signalization Plans must be approved by the Engineer in the field prior to re- channelization for Construction staging. Modifications shall be provided at the Contractors ' expense. 8-20.3(4) Foundations Section 8-20.3(4) is supplemented as follows: The anchor bolts shall match that of the device to be installed thereon. Concrete shall be placed against undisturbed earth if possible. Disturbed earth or backfill material shall be compacted to 95 percent of the material's maximum density. Before placing the concrete the contractor shall block-out around any other underground utilities that lie in the 1 Rainier Avenue S(SR 167) S Grady Way to S 2nd St Special Provisions November 2011 ' SP 203 excavated base so that the concrete will not adhere to the utility line. Concrete foundations shall be troweled, brushed, edged and finished in a workmanship-like manner. Concrete shall be promptly cleaned from the exposed portion of the anchor bolts and conduit after placement. ' Foundation shall all be Class 3000 concrete. After the specified curing period, the contractor may install the applicable device thereon. All concrete foundations shall be constructed in the manner specified below: ' 1. Where no sidewalks are to be installed, the grade for the top of the foundation shall be ' as specified by the Engineer(see Pole Specifications sheet). 2. Where sidewalk or raised islands are to be constructed as a part of this project, the top ' of the foundation shall be made flush with the top of the sidewalk or island (see Pole Specifications sheet). All concrete foundations shall be installed at locations per stationing on the Plans. Pole locations ' shall be staked by the contractor and locations shall be field verified and approved by the Engineer in the field prior to excavation. See Section 2-01 of these Special Provisions and details on the Plans regarding special requirements for excavation of pole foundations near trees designated for protection. The Contractor shall secure the anchor bolts required for the item to be mounted on the foundation. The Contractor shall also securely locate all conduit required, including a spare 2-inch conduit to be used to connect the pole or controller cabinet ground wire to the ground rod in the nearest J-box. Drilled Shafts For Traffic Signal Pole Foundations ' This Special Provision covers the operations required to drill shafts for pole foundations, removal of all soil and rock materials encountered,disposal of all excavated materials,furnishing and placement of casing (if required), removal and disposal of any obstructions encountered, ' furnish and place steel reinforcement cages and concrete, and the work necessary to complete the drilled shaft construction, in accordance with these Special Provisions and as specified on the Plans. Groundwater seepage might be encountered in the project area. Zones of shallow, perched groundwater may be encountered during excavations for the signal pole foundations. Consequently, some construction dewatering may be required. The Contractor should be prepared to handle inflow of groundwater into excavation. Concrete Concrete shall meet all requirements for Concrete Class 4000 as specified in Section 6-02, with the following exceptions: , 1. The slump of the concrete shall be between 5 inches to 7 inches when tested in accordance with WSDOT Test Method No.804 at the jobsite. ' Rainier Avenue S(SR 167) Special Provisions ' S Grady Way to S 2nd St November 2011 SP 204 ' 2. The Contractor may use a water-reducing dmixture in - g accordance with Section 6 02.3(3), the manufacturer's written recommendations, and as approved by the Engineer in order to attain a slump of 5 inches to 7 inches. Reinforcing Steel ' All reinforcing steel shall meet the requirements of Section 9-07 and in accordance with the Plans. Casing 1. The casing shall be of steel and of ample strength to withstand handling stresses and the ' external pressure of the caving soil and/or water. 2. The casing shall be watertight,smooth, and clean. ' 3. The inside diameter of the casing shall provide as a minimum the specified diameter of the shaft. No extra compensation will be allowed for concrete required to fill an oversized casing or an oversized excavation. Construction Sequence All excavation for the foundations in which the drilled shafts are to be constructed shall be completed before shaft construction begins. After shaft construction is completed, all loose or displaced materials shall be removed from around the shafts, leaving a clean solid surface to ' receive the footing concrete. Shaft Excavation ' 1. Shafts shall be excavated to the required depth as shown in the Plans or as required by the Engineer. The excavation shall be completed in a continuous operation using equipment capable of excavating through the type of material expected to be encountered. The concrete ' shall be placed within two hours after the completion of shaft excavation and cleanout without any undue delay. 2. If the shaft excavation is stopped with the approval of the Engineer, the shaft shall be secured by the installation of a safety cover. It shall be the Contractor's responsibility to ensure the safety of the shaft and the surrounding soil and the stability of the sidewalls. A temporary ' casing should be used if necessary to ensure such safety and stability. 3. Where caving conditions are encountered, due to soft soils or water intrusion, no further excavation will be allowed until the Contractor selects a method to prevent ground movement. The Contractor may elect to place a temporary casing or use other methods approved by the Engineer. ' 4. The Contractor shall use appropriate means such as a clean-out bucket, to clean the bottom of the excavation such that a minimum of 50 percent of the base of each shaft will have ' less than 1 inch of sediment at the time of placement of the concrete. The maximum depth of sediment or any debris at any place on the base of the shaft shall not exceed 2 inches. ' Rainier Avenue S(SR 167) Special Provisions S Grady Way to S 2nd St November 2011 SP 205 II S. If unexpected obstructions, which require specialized equipment and/or labor are ' encountered, the Contractor shall notify the Engineer promptly. Obstructions shall be removed per Section 6-16.3(3) of the Special Provisions except that payment shall be made per Force , Account as described in Section 1-09.6 of the Standard Specifications and these Special Provisions. Excavation shall be continued as approved by the Engineer. Excavation Inspection 1. The Contractor shall provide equipment for checking the dimensions and alignment of each permanent shaft excavation. The dimensions and alignment shall be determined by the Contractor with the approval of the Engineer. 2. Final shaft depths shall be measured with a suitable weighted tape or other approved ' methods after final clean-out. 3. Shaft cleanliness will be determined by the Engineer, by visual inspection. ' 4. The excavated shaft shall be approved by the Engineer prior to placing any steel or ' concrete into the shaft. Reinforcing Steel Cage Construction and Placement 1. The reinforcing steel cage consisting of longitudinal bars, ties, cage stiffener bars, spacers, centralizers, and other necessary appurtenances shall be completely assembled and placed as a unit immediately after the shaft excavation is inspected and accepted prior to concrete placement. The reinforcing cage shall be rigidly braced to retain its configuration during handling and when lowered into the shaft, during placement of concrete and extraction of the casing from the shaft. No loose bars will be permitted. The reinforcing steel fabricator ' shall include bracing and any extra reinforcing steel required to fabricate the cage in the shop drawings. 2. If the bottom of the constructed shaft elevation is lower than the bottom of the shaft ' elevation in the Plans, a minimum of one half of the longitudinal bars required in the upper portion of the shaft shall be extended the additional length. Tie bars shall be continued for the extra depth, spaced on 2 feet centers, and the stiffener bars shall be extended to the final depth. These bars may be lap spliced, or un-spliced bars of the proper length may be used. Welding to the planned reinforcing steel will not be permitted unless specifically shown in either , the Plans or Special Provisions. 3. The reinforcing steel in the shaft shall be tied and supported so that the reinforcing steel will remain within allowable tolerances given in this specification. Concrete spacers or other approved non-corrosive spacing devices shall be used at sufficient intervals (near the bottom and at intervals not exceeding 5 feet up the shaft) to insure concentric spacing for the entire ' cage length. Spacers shall be constructed of approved material equal in quality and durability to the concrete specified for the shaft. 4. The elevation of the top of the steel cage shall be checked before and after the concrete is placed. If the rebar cage is not maintained within the specified tolerances,corrections shall be Rainier Avenue S(SR 167) Special Provisions ' S Grady Way to S 2nd St November 2011 SP 206 , made by the Contractor as required b the Engineer. No additional h Y g salts shall be constructed until the Contractor has modified his rebar cage support in a manner satisfactory to the ' Engineer. Concrete Placement Concrete placement shall commence within 2 hours after completion of the excavation and shall be placed in one continuous operation to the top of the shaft. Concrete shall be placed through ' a tremie. The tremie used shall consist of a tube of one-piece construction. Concrete shall be placed through a hopper at the top of the tube so that the concrete is deposited through the center of the reinforcing steel to prevent segregation of the aggregates and splashing of concrete on the reinforcement cage. The Contractor's proposed method for depositing concrete shall have approval of the Engineer prior to concrete placement. The concrete on the top 5 feet of the shaft shall be vibrated. Casing Removal During casing removal, a minimum 5 foot head of concrete must be maintained to balance the ' soil and water pressure at the bottom of the casing. This casing shall be well coated with form oil prior to concrete placement. ' Construction Tolerances 1. The centerline of the drilled shaft shall be within 3 inches of Plan position in the horizontal plane,at the Plan elevation for the top of the shaft. 2. The vertical alignment of the shaft excavation shall not vary from the Plan alignment by ' more than 1/4 inch per foot of depth. 3. After all the concrete is placed, the top of the reinforcing steel cage shall be no more than 1/2 inch above and no more than 1/2 inch below the Plan position. 4. The minimum diameter of the drilled shaft shall be 1 inch less than the specified shaft diameter. ' 5. The top elevation of the shaft shall have a tolerance of±1/2 inch from the Plan top of shaft elevation. 6. Excavation equipment and methods shall be designed so that the completed shaft excavation will have a flat bottom. The cutting edges of excavation equipment shall be normal ' to the vertical axis of the equipment within a tolerance of±3/8 inch per 12 inches of diameter. Drilled shaft excavations constructed in such a manner that the concrete shaft cannot be ' completed within the required tolerances are unacceptable. When approved, corrections may be made to an unacceptable drilled shaft excavation by any approved combination of the following methods: ' 1. Overdrill the shaft excavation to a larger diameter to permit accurate placement of the reinforcing steel cage with the required minimum concrete cover. ' Rainier Avenue S(SR 167) S Grady Way to S 2nd St Special Provisions November 2011 ' SP 207 2. Increase the number and/or size of the steel reinforcement bars. The approval of the correction procedures is dependent on analysis of the effect of the , degree of misalignment and improper positioning. Correction methods may be approved as design analysis indicate. Redesign drawings and computations prepared by the Contractor's Engineer shall be signed by a Professional Engineer licensed in the State of Washington. ' Materials and work necessary, including Engineering analysis and redesign, to effect corrections for out of tolerance drilled shaft excavations shall be furnished at no cost to the Contracting Agency. ' Submittals 1. Before placing the reinforcing steel, the Contractor shall submit shop drawings to the Engineer as specified in Section 1-05.3 for the reinforcing cage. 2. Work shall not proceed until the appropriate submittals have been approved in writing by the Engineer. ' 8-20.3(5) Conduit , Section 8-20.3(5) is revised and supplemented as follows: All conduit shall be rigid non-metallic unless noted otherwise in the Plans or Special Provisions. The ninth paragraph requiring galvanized steel conduit at certain locations is deleted. , Galvanized steel conduit shall only be placed if and where so indicated in the Plans. Pull wires shall be provided by the Contractor. , All conduit openings shall be fitted with approved bell-ends or bushings. Wall thickness of ' conduit shall be consistent within continuous conduit runs with no mixing of different schedule types between terminations. The contractor shall provide all conduit and necessary fittings at the locations noted on the Plans. Conduit size shall be as indicated on the wiring and conduit schedule shown on Plans. Conduit to be provided shall be of the type indicated below: , Schedule 40 heavy wall PVC conforming to ASTM standards shall be used whenever the ' conduit is to be placed other than within the roadway area. Schedule 80 extra heavy wall PVC conforming to ASTM standards shall be used when the conduit is to be placed within the roadway area. ' All joints shall be made with strict compliance to the manufacturer's recommendations J, regarding cement used and environmental conditions. ' Rainier Avenue S(SR 167) Special Provisions ' S Grady Way to S 2nd St November 2011 SP 208 ' Conduits shall be capped during construction using manufactured seals to prevent entrance of water and debris. The conduits shall be cleaned before pulling wire and shall include bonded ground wire (including spare conduits for locating purposes). Spare conduits shall be capped and labeled "City of Renton"conduits. 8-20.3(6) Junction Boxes,Cable Vaults,and Pull Boxes Section 8-20.3(6) is supplemented by adding the following: All junction boxes and associated concrete pads shall be installed on compacted sub grade which shall include six inches of 5/8th-inch minus crushed surfacing top course material installed under and around the base of the junction box. The junction box shall include installation of a 4" thick Class "B" cement concrete pad enclosing the junction box as per the Plans, specifications and detail sheets. Concrete shall be promptly cleaned from the junction box frame and lid. If junction boxes are placed in the sidewalk, they shall not be placed closer than 12 inches from the edge of any sidewalk or sidewalk joint.The frame and lid shall be from 0 to 3/16 inch below a straight edge laid across the sidewalk, and the lid shall be flat to a maximum of 1/16 inch positive camber. Pre-molded joint filler for expansion joints shall be placed around junction boxes installed in sidewalks. All junction boxes placed in the sidewalks shall have skid resistant lids. Junction boxes shall have galvanized steel lids and frames. Junction boxes used for electrical wiring shall utilize a locking lid per City of Renton Standard plan or WSDOT Standard Plans J-40.10-00 and J-40.30-0. Wiring shall not be pulled into any conduit until all associated junction boxes have been adjusted to or installed in their final grade and location, unless installation is necessary to maintain system operation. If wire is installed for this reason, sufficient slack shall be left to allow for final adjustment. ' 8-20.3(8) Wiring Section 8-20.3(8) is supplemented with the following: Splices to loop return cables shall be made with soldered compression type connectors. All stranded wires terminated at a terminal block shall have an open end, crimp style solderless terminal connector, and all solid wires terminated at a terminal block shall have an open end soldered terminal connector. All terminals shall be installed with a tool designed for the installation of the correct type of connector and crimping with pliers, wire cutters, etc., will not be allowed. All wiring inside the controller cabinet shall be trimmed and cabled together to ' make a neat, clean appearing installation. No splicing of any traffic signal conductor shall be permitted unless otherwise indicated on the Plans. All conductor runs shall be attached to appropriate signal terminal boards with pressure type binding posts. ' Rainier Avenue S(SR 167) Special Provisions S Grady Way to S 2""St November 2011 SP 209 Field Wirini;Chart 501 AC+Input 521-540 Spare 502 AC- Input 541-580 Coordination 503-510 Control-Display 581-592 Emergency Pre-emp 511-515 Sign Lights 593-599 Spare 516-520 Railroad Pre-empt Movement 1 2 3 4 5 6 7 8 9 Number Vehicle Heads Red 611 621 631 641 651 661 671 681 6*1 Yellow 612 622 632 642 652 662 672 682 6*2 Green 613 623 633 643 653 663 673 683 6*3 Spare 614 624 634 644 654 664 674 684 6*4 Spare 615 625 635 645 655 665 675 685 6*5 AC- 616 626 636 646 656 666 676 686 6*6 Red Auxiliary 617 627 637 647 657 667 677 687 6*7 Yellow Auxiliary 618 628 638 648 658 668 678 688 6*8 Green Auxiliary 619 629 639 649 659 669 679 689 6*9 Pedestrian Heads& Detection Hand 711 721 731 741 751 761 771 781 7*1 Man 712 722 732 742 752 762 772 782 7*2 AC-(Ped Head) 713 723 733 743 753 763 773 783 7*3 Detection 714 724 734 744 754 764 774 784 7*4 AC-(Detection) 715 725 735 745 755 765 775 785 7*5 Spare 716 726 736 746 756 766 776 786 7*6 Spare 717 727 737 747 757 767 777 787 7*7 Spare 718 728 738 748 758 768 778 788 7*8 Spare 719 729 739 749 759 769 779 789 7*9 * Overlap phase designator:A, B,C, D. 8-20.3(9) Bonding,Grounding Section 8-20.3(9) is supplemented as follows: (******) All street light standards, signal poles and other standards on which electrical equipment is mounted shall be grounded to a copper clad metallic ground rod 5/8" in diameter x 8'0" in length complete with a #8 AWG bare copper bonding strap located in the nearest junction box. All signal controller cabinets and signal/lighting service cabinets shall be grounded to a 5/8" in diameter x 8'0" in length copper clad metallic ground rod located in the nearest junction box Rainier Avenue S(SR 167) Special Provisions ' S Grady Way to S 2nd St November 2011 SP 210 with a bare copper bonding strap sized in accordance with the Plans, specifications and applicable codes. Ground rods are considered miscellaneous items and all costs are to be included within the Bid Items in the proposal. 8-20.3(10) Services Transformer,Intelligent Transportation System Cabinet Section 8-20.3(10) is revised and supplemented as follows: Paragraph two is deleted. Paragraph three is deleted. The following is added: Power service shall be single phase 120/240 volt, 3 wire 60 cycle A.C. (street lighting contactor/traffic signal,grounded neutral service) per City of Renton Standard Plans. The power service point shall be as noted on the Plans and shall be verified by the electrical servicing utility (the Contractor to coordinate a power service point availability, with a power company, as described in these Special Provisions, Section 8-20.3 Construction Requirements). ' 8-20.3(11)Testing Section 8-20.3(11) is supplemented with following: Prior to schedule of turn-on, an electrical inspection must be passed with a copy of the Electrical Control Permit in the service cabinet. A minimum of five (5) working days written notice will be required for signal turn on. The Contractor shall not pick up the controller cabinet from the Contracting Agency until power is present at the site and all site preparation required to install the controller cabinet is complete. All discrepancies and deficiencies must be corrected by the contractor and re-inspected prior to requesting signal turn on date. All functional tests required by the Contract Specifications shall be completed to the satisfaction of the Engineer 48 hours prior to the Turn-On date. Signal turn-on shall not be allowed on Mondays, Fridays, weekends, holidays, and the weekday immediately before and after a holiday. Signal turn-on shall be completed between the hours of 9 a.m. and 2 p.m. on the day of the turn-on. No turn-on will be allowed until the City Traffic Engineer gives approval. The signal turn-on shall be by the City's Traffic Engineer or his representative. The Traffic Engineer or his representative shall enter all signal timing parameters as supplied by the Engineer and shall certify the intersection is operating and functioning in accordance with the Rainier Avenue S(SR 167) Special Provisions S Grady Way to S 2nd St November 2011 ' SP 211 contract documents. The Contractor shall be present during the turn-on with adequate equipment to repair any deficiencies in operation. The traffic signal controller manufacturer's representative shall fully explain the operation of all control equipment to the Engineer prior to the turn-on procedure. The Engineer may contact the manufacturer to schedule the explanation of the control equipment and the training session shall be provided if deemed necessary by manufacturer's representative. Requests for traffic signal turn on will not be considered until a pre-turn on inspection of signal system has taken place. Requests for signal turn on shall not be considered until electrical service to the intersection has been provided and has been energized by the electric utility. Channelization at the intersection must be complete per plan before requesting signal turn on date. An deletion f h Any s o c annellzation prior to turn on must be approved by the Engineer. ' City forces shall provide, post and maintain proper signing warning of new signal ahead. 8-20.3(13)A Light Standards ' Section 8-20.3(13)A is supplemented with following: ****** I Lighting standards shall be fabricated in conformance with the methods and materials specified on the pre-approved Plans and outlined in the Standard Specifications and these Special Provisions,Section 9-29.6(1)B Decorative Light Poles. Anchor bolts shall extend through the top heavy-hex nut two full threads to the extent possible while conforming to the specified slip base clearance requirements. Anchor bolts shall be tightened by the Turn-Of-Nut Tightening Method in accordance with Sections 6-03.3(33) and 8- 20.3(4). The grout pad shall not extend above the elevation of the bottom of the base. The hand hole shall be located at 90 degrees to the davit arm on the side away from traffic. A grounding lug or nut shall be provided in the hand hole frame or inside the hand hole frame or inside the pole shaft to attach a ground bonding strap. All poles and davit arms shall be designed to support a luminaire weight of 50 lbs. or more and to withstand pressures caused by wind loads of 85 MPH with gust factor of 1.3. All poles shall maintain a minimum safety factor of 4.38 PSI on yield strength of weight load and 2.33 PSI for basic wind pressure. Miscellaneous Hardware: All hardware (bolts, nuts, screws, washers, etc.) needed to complete the installation shall be stainless steel. I.D. (Identification for poles): Rainier Avenue S(SR 167) Special Provisions S Grady Way to S 2nd St November 2011 SP 212 r The contractor shall provide a combination of digits and letters on each pole (P er luminaire schedules on illumination plans), whether individual luminaire or signal pole with luminaire. The letter and numbers combination shall be mounted at the 15 foot level on the pole facing approaching traffic. Legends shall be sealed with transparent film, resistant to dust, weather and ultraviolet exposure. The decal markers shall be either: a. 3 inch square with gothic gold or white reflectorized 2 inch legend on a black background, or ' b. 3 inch square with black 2 inch legend on a white reflectorized background. The I.D. number will be assigned to each pole at the end of the contract or project by the City traffic Engineering office.Cost for the decals shall be considered incidental to the contract bid. Light standards shall be spun aluminum and shall meet the pole detail requirements indicated below and the detail sheets in the Plans. The pole shaft shall be provided with a 4" x 6" flush hand hole near the base and a matching metal cover secured with stainless steel screws or bolts. The pole shall be adjusted for plumb after all needed equipment has been installed thereon. After pole is installed and plumbed, nuts shall be tightened on anchor bolts using proper sized sockets, open end, or box wrenches. Use of pliers, pipe wrenches, or other tools that can damage galvanizing will not be permitted. Tools shall be of sufficient size to achieve adequate torquing of the nuts. The space between the concrete foundation and the bottom of the pole base plate shall be filled with a dry pack mortar grout and troweled to a smooth finish conforming to the contour of the pole base plate. Dry pack mortar grout shall consist of a 1:3 mixture of portland cement and fine sand with just enough water so that the mixture will stick together on being molded into a ball by hand, and will not exude moisture when so pressed. A one half-inch drain hole shall be left in the bottom of the grout pad as shown on WSDOT Standard Detail J-28.40. 8-20.3(14)C Induction Loop Vehicle Detectors Section 8-20.3(14)C Item 4 and Item 11 are revised as follows: 4. All loops shall be installed in the final lift of asphalt designated in the Contract. Loop conductors shall be held at the bottom of the saw cut by high temperature backer rod (sized to fit snuggly in the saw centers along the entire loop and home run(s) and at the entrance and exit of all turns greater than 45 degrees. If new loops are installed over existing,the old loops shall be removed by grinding and the grinding shall be enough to destroy any existing operational loop conductors. 11. Install sealant per Section 9-02.1(10). Loop installation shall not take place in temperatures below 409F. Rainier Avenue S(SR 167) Special Provisions S Grady Way to S 2nd St November 2011 SP 213 The sawcuts shall be of uniform depth and any sharp edges, abrasions or ridges shall be removed prior to placing the wire. Sawcut Cleaning The high pressure washer shall operate at 1000 psi minimum pressure as certified by the manufacturer's label on the machine or as measured by an in line pressure gauge. All requirements of Section 1-07.15, "Temporary Water Pollution/Erosion Control" shall be observed as specified in the contract and on the Plans when the sawcut cleaning is performed. 8-20.3(14)D Test for Induction Loops and Lead-in Cable Section 8-20.3(14)D is supplemented by adding the following: The Contractor shall keep records of field testing and shall furnish the Engineer with a copy of the results. 8-20.3(14)E Signal Standards Item 3 in Section 8-20.3(14)E is revised as follows: (******) 1 3. Disconnect connectors complete with pole and bracket cable shall be installed in any signal standard supporting a luminaire. Illumination wiring shall conform to City of Renton Standard Plans. And supplemented as follows: Installation of all nuts and bolts shall be performed with proper sized sockets, open end or box wrenches. Use of pipe wrenches or other tools which can damage the galvanization of the nuts and bolts will not be permitted. Tools shall be of a sufficient size and strength to achieve adequate torquing of the nut(s). Traffic signal standards shall be fabricated in conformance with the methods and materials specified on the pre-approved Plans and outlined in the Standard Specifications and these Special Provisions,Section 9-29.6(1)A Decorative Signal Poles. While delivering the poles and arms to the job site and before they are installed, they shall be transported and stored in a manner that will not inconvenience the public or damage the surface finish. Extreme care shall be taken by the Contractor during installation and pole erection to avoid damage to the finish. The poles shall be installed on leveling nuts and washers secured to the anchor bolts and with locking nuts and washers on the top of the base flange. The side of the shaft opposite the load shall be plumbed by adjusting the leveling nuts or as otherwise directed by the Engineer. The space between the concrete base and the bottom of the pole flange shall be filled with dry pack mortar to completely fill the space under the flange and be neatly troweled to the contour of Rainier Avenue S(SR 167) Special Provisions S Grady Way to S 2nd St November 2011 SP 214 i the pole flange. A barrier shall be placed around the anchor bolts to prevent grout from entering the conduits. A plastic drain hose (3/8-inch diameter) shall be inserted through the mortar to provide drainage from the interior of the pole base and be trimmed flush with the interior and exterior surface of the mortar. Dry pack mortar shall consist of a 1 to 3 mixture of cement and fine sand. All welds shall comply with the latest AASHTO Standard Specifications for Structural Supports for Highway Signs, Luminaires and Traffic Signals. Welding inspection shall comply with Section 6- 03.3(25)A Welding Inspection. Hardened washers shall be used with all signal arm-connecting bolts instead of lock washers. All signal arm AASHTO M 164 connecting bolts shall be tightened to 40 percent of proof load. All Type III signal standards shall have on luminaire arm connection as described in Section 9- 29.6(1)6 Decorative Light Poles. 8-20.3(14)F Opticom Priority Control Systems Section 8-20.3(14)F is a new section: Emergency preemption detectors shall be installed in a drilled and tapped hole in the top of the mast arm unless otherwise shown in the Plans. They shall be tightly fitted to point in the direction shown in the plan view. Lead-in cable back to the controller shall be GTT detector 138 cable, or equivalent, and shall have no splices. All lead-in cables shall be connected to terminals in the controller cabinet as shown in the wiring diagram. The shields shall be grounded to the grounding bar. 8-20.3(15) Grout Section 8-20.3(15) is supplemented by adding the following: After the pole is plumbed the space between the concrete foundation and the bottom of the pole base plate shall be filled with a dry pack mortar grout troweled to a smooth finish conforming to the contour of the pole base plate. Dry pack mortar grout shall consist of a 1:3 mixture of portland cement and fine sand with just enough water so that the mixture will stick together on being molded into a ball by hand and will not exude moisture when so pressed. A one half inch drain hole shall be left in the bottom of the grout pad as shown on the standard detail. 8-20.3(18) Video Detection System Section 8-20.3(18) is a new section: Prior to commencing work around existing vehicle inductance loops, the Contractor shall provide a fully operational temporary video detection system at the intersection and install it Rainier Avenue S(SR 167) Special Provisions S Grady Way to S 2nd St November 2011 SP 215 under the presence of COR Transportation Maintenance Department Representative. The Contractor shall maintain this video detection system throughout construction. The Contractor shall provide adequate cable for each detection camera to allow relocation of cameras as construction conditions (lane shifts, traffic control, etc) change. The video detection system shall consist of the following: • Video cameras, including camera enclosure,filter,sunshield and connector kit • Camera mount assemblies, including extensions as specified in the Plans. • Video image processors • 9-inch Video Monitor, including cable • Programming devices and/or software • Remote management software • Camera lenses and lens adjustment modules ' • Surge Suppressor • Coaxial and power cables • All other equipment necessary for a fully operational video detection system. Cameras shall be mounted at a sufficient height to prevent occlusion from cross traffic. The Contractor shall provide the camera mounts and cable per these Specifications. The Contractor shall install the cameras and controller cabinet video camera equipment under the presence of COR Transportation Maintenance Department Representative and the Representative will program the cameras to provide detection. The Contractor shall notify the Engineer 48 hours in advance of changes that will require reprogramming cameras. The Contractor shall maintain the video vehicle detection system at each intersection during the construction. After the changeover to the new signal system, the contractor shall reinstall the temporary video detection system to the new signal system at the permanent locations shown in Plans and shall be confirmed by the Engineer in the field. The Contractor shall be responsible for any damage to the video detection equipment. 8-20.3(19) PTZ(CCTV)Video System Section 8-20.3(19) is a new section: All PTZ cameras shall be furnished by the Contractor and delivered to the COR Transportation Maintenance Department within three months of award of contract. The City will install and maintain PTZ system during construction. Contractor shall coordinate modification, including final placement, of the PTZ system with COR Transportation Maintenance Department Representative. 8-20.3(20) Transit Signal Priority Section 8-20.3(20) is a new section: Rainier Avenue S(SR 167) Special Provisions S Grady Way to S 2nd St November 2011 SP 216 The King County Metro access points (antennas) will be installed by Metro. The fully loaded ITS cabinet will be provided by Metro to be installed by the contractor on the contractor installed foundation. The wiring and testing of the cabinet will be by others. 8-20.4 Measurement Section 8-20.4 is supplemented as follows: When a bid item is shown as lump sum in the proposal, no specific unit of measurement will apply, but measurement will be for the sum total of all items for a complete system to be furnished and installed. Sawcutting required shall be incidental to lump sum items and no separate measurement will be made. Conduit zone bedding shall be incidental to the lump sum items and no separate measurement will be made. Removal, and salvage where required, of existing traffic signal equipment, including grinding and removal of existing loop detectors, shall be incidental to the lump sum items and no separate measurement will be made. Temporary surface restoration items required for resuming pedestrian and vehicular traffic prior to final surfacing, including steel sheeting,crushed rock,and cold mix asphalt,shall be incidental to the lump sum items and no separate measurement will be made. All costs associated with placement of erosion control mat at interconnect conduit crossings of ditches shall be incidental to the lump sum item "Fiber Optic-Interconnect System Complete" and no separate measurement shall be made. The cost of conduit trenching, backfilling, compaction and landscape restoration outside of paved areas and trenching and backfill for the pipe zone within paved areas shall be included in the listed lump sums. All costs for adjustment of junction boxes, both to the final grade and any grade adjustments required for the various construction stages proposed in the Contract,or for alternative stages proposed by the Contractor,shall be included in the applicable lump sum contract price(s). ` 8-20.5 Payment Section 8-20.5 is supplemented as follows: Payment will be made for the following bid items: "Traffic Signal System @ Complete", per lump sum; Rainier Avenue S(SR 167) Special Provisions S Grady Way to S 2""St November 2011 SP 217 "Illumination System, , Complete", per lump sum; "Temporary Signalization During Construction @ , Complete", per lump sum; The lump sum contract prices shall include all incidental work and shall be full compensation for all labor, materials, tools and equipment necessary to satisfactorily complete the work as defined in the Contract Documents. "Traffic Signal System @ , Complete" lump sum shall include the cost of installation of a fully functioning traffic signal system including but not limited to controller, poles, signal heads, vehicle detection system including remote management software and server hardware, EVPE, vehicle detection loops, conduit, wiring, junction boxes, all associated equipment, traffic signal pole mounted signs, removal of existing loop detectors, removal and salvaging existing signal system, and testing. PTZ cameras, software and server hardware shall be purchased by the Contractor and installed by the COR Transportation Maintenance Department. Vehicle video detection software and server hardware and PTZ management software and server hardware shall be included in the lump sum for"Traffic Signal System @ 7`h & Rainier Ave,Complete" "Illumination System,____, Complete" lump sum shall include the cost of installation of a fully , functioning illumination system including but not limited to electrical service cabinets with BBS, luminaires, poles, conduit, wiring,junction boxes and all associated equipment. The contractor shall provide three (3) additional Roadway Decorative and Pedestrian Decorative Luminaires, three (3) additional 40 feet length and 18 feet length luminaire poles, three (3) additional 2 feet length flower basket support arms and three (3)additional of each 4 feet length, 6 feet length and 12 feet length luminaire arms. All `Temporary Signalization During Construction @ Complete" lump sum items shall cover all phases of construction including but not limited to channelization changes, signal head relocations, maintenance of signals during construction, removal of temporary signals and relocation of video detection systems. Bidders are cautioned to also include in the lump sum bid items for Traffic Signal, Illumination ' and Interconnect Systems Complete, all costs related to protection of items to remain, dewatering, and costs associated with permits and with obtaining electrical inspection and signal testing as required. 8-21 PERMANENT SIGNING 8-21.5 Payment Section 8-21.5 is supplemented with the following: Payment will be made in accordance with Section 1-04.1, for the following bid item when it is included in the proposal: "Permanent Signing", lump sum. Rainier Avenue S(SR 167) Special Provisions S Grady Way to S 2nd St November 2011 SP 218 Signs to be removed as shown on the Plans, shall be returned to the City. Foundations and sign posts shall be removed and disposed of by the Contractor. Sign covering shall be considered incidental and included in the lump sum Contract price for"Permanent Signing". 8-22 PAVEMENT MARKING � 8-22.3(6) Removal of Pavement Markings Section 8-22.3(6) is supplemented as follows: Plastic pavement markings shall be removed using methods to prevent damage to the remaining pavement. The use of chemicals that may be harmful to the pavement will not be allowed. 8-22.5 Payment Section 8-22.5 is supplemented as follows: Payment will be made in accordance with Section 1-04.1, for the following bid item when it is included in the proposal: "Paint Line", per linear foot. "Plastic Line", per linear foot. "Painted Wide Line", per linear foot. "Painted Stop Line", per linear foot. "Plastic Stop Line", per linear foot. "Painted Crosswalk Line", per square foot. "Plastic Crosswalk Line", per square foot. "Painted Traffic Arrow", per each. "Plastic Traffic Arrow", per each. "Plastic Yield Line Symbol", per each. �t "Paint Median Curb Yellow", per linear foot. "Removing Paint Line", per linear foot. "Removing Painted Crosswalk Line", per square foot. "Removing Painted Traffic Marking", per each. Rainier Avenue S(SR 167) Special Provisions S Grady Way to S 2nd St November 2011 SP 219 8-23 TEMPORARY PAVEMENT MARKINGS 8-23.5 Payment Section 8-23.5 is supplemented with the following: If no pay item is included in the contract for installation or for removal of temporary pavement markings then all costs associated with these items are considered incidental to other items in the contract or included under"Other Temporary Traffic Control". 8-26 PEDESTRIAN HANDRAIL Section 8-26 is an added new section with new subsections: 8-26.1 Description This work consists of furnishing and constructing pedestrian handrail in accordance with the Plans and these Specifications at the locations shown in the Plans and in conformity with the lines as staked. 8-26.2 Materials Material requirements for pedestrian handrail shall be as indicated on the Plans. Materials shall meet the requirements of the following applicable standards and WSDOT Standard Specifications unless noted: Painting 6-07 Structural Steel and Related Materials 9-06 1. ANSI A118.4 Specification for Latex-Portland Cement Mortar 2. ASTM C67-Test Methods for Sampling and Testing Brick and Structural Clay Tile 3. ASTM C144-Specification for Aggregate for Masonry Mortar 4. ASTM C 207-Specification for Hydrated Lime for Masonry Purposes 5. ASTM C 270-Specification for Mortar for Unit Masonry !� 6. ASTM C 482-Standard Test Method for Bond Strength of Ceramic Tile to Portland Cement 7. ASTM C-513Test Method for Obtaining and Testing Specimens of Hardened Lightweight Insulating Concrete for Compressive Strength 8. ASTM C 567-Test Methods for Unite Weight of Structural Lightweight Concrete Rainier Avenue S(SR 167) Special Provisions S Grady Way to S 2nd St November 2011 SP 220 9. ASTM C 979-Specification for Pigments for Integrally Colored Concrete Pedestrian handrail post, top rail and foot rail shall be hot roll tube (square and rectangle) structural steel, per ASTM A-36, and shall meet the requirements of the Standard Specifications, Sections 6-03 and 9-06. Post caps shall be 2-1/2" x 2-1/2" square base with truncated dome top, hollow steel, as shown on Plans. Base late cover shall be sized to fit 5" square base I p q pate Base plate cover, fittings and fasteners shall be same basic material and alloy as parts being joined. Do not use materials that will be corrosive or incompatible with materials being fastened; do not utilize pop-rivets, sheet metal screws,adhesives or cast fittings. Pedestrian handrail shall be painted per Section 6-07 Painting. Touch up for scratches as recommended by coating manufacturer for field application. 8-26.3 Construction Requirements Pedestrian handrail shall be installed in the locations shown on the Plans and as detailed on the Plans. The pedestrian handrail, when completed, shall be in true alignment, on proper grade, with all posts and intermediate pickets plumb. Expansion bolts for surface mount installation shall be stainless steel sized to fit. Length shall be 4" minimum. All hardware (bolts, nuts, screws, washers, etc.) needed to complete the installation shall be stainless steel. Install posts in cement concrete foundation with pipe sleeves preset and anchored into concrete whenever indicated on the Plans, or by core drilling. After posts are inserted solidly fill the remaining space between post and side of sleeve or hole, with non-shrink, nonmetallic grout to approximately W below exposed surface. Install appropriate polyurethane sealant, slightly taper away from posts. Sealant shall be as follows: 1. Conformance:ASTM C920,Type S,Grade P,Class 100/50/25, Use T, M, NT, I,A and O. 2. Viscosity: Use self-leveling or non-sag type intended for horizontal applications. 3. Joint Movement Requirement:Sealant must be capable of movement up to 25%of joint width. 4. Primer: Follow manufacturer recommendations. 5. Acceptable Products: a. Sika Chemical Corporation: "Sikaflex 1C SL". b. Mameco International: "Vulkem 45 SSL". C. Sonneborn: "SL 1". d. Or approved equal. 6. Color: "To match post or similar, as approved." Fabrication Rainier Avenue 5(SR 167) Special Provisions 5 Grady Way to 5 2M St November 2011 SP 221 Contractor shall submit (3) three sets of working drawings of pedestrian handrail for Engineer approval, showing complete dimensions and details of fabrication, including an assembly diagram with fittings and connections. Materials being used shall be specified in working drawings. Pedestrian handrail will require inspection upon delivery to the Project site. Any pieces damaged during shipping or having inconsistent color shall be removed from the Project site and rejected for construction. Pedestrian handrail shall be shop custom fabricated and assembled per approved working drawings to the greatest extent possible. Assembly shall be in a neat, craftsmanship manner, using MIG Welding Processes as required, in accordance with the highest industry standards. All �. welding shall be in accordance with AISC and AWS Standards and shall be performed by a WABO certified welder.Welds shall be Section 6-03.3 (25)of the Standard Specifications. Contractor shall verify in field the slope required for framed sections of the pedestrian handrail. Verify all dimensions on site prior to shop fabrication. Coordinate fabrication schedule with construction progress to avoid delay of work. All posts shall be structurally welded to top rail and lower foot rails to assure fixed fastening for the life of the pedestrian handrail. Top handrail corners shall be fitted by miter and further welded as required to obtain maximum assurance of strength through the railing's useful life. Fabricate components with points tightly fitted and secured. Provide spigots and sleeves to accommodate site assembly and installation. Allow for thermal action resulting from the maximum range (change) in ambient temperature in the design, fabrication, and installation of rail systems, to prevent opening of joints, buckling, and other detrimental effects, including over stressing of connections and components. Expansion joints shall be provided as needed to allow for thermal expansion or contraction. Provide weep holes or other means to exit entrapped water from hollow sections of railing members exposed to exterior condensation,or moisture from other sources. Prevent galvanic action and other forms of corrosion by isolating dissimilar materials from each other. Exposed mechanical fastenings shall be flush tamper-proof countersunk screws or bolts; unobtrusively located; consistent with design of component, except where specifically noted otherwise. Touch up for scratches as recommended by coating manufacturer for field application. As installation is completed, clean pedestrian handrail frame with plain water containing a mild detergent. 8-26.4 Measurement Pedestrian handrail will be measured by the linear foot of the acceptable pedestrian handrail installed in its final location, measured along the top of the rail. Rainier Avenue S(SR 167) Special Provisions S Grady Way to S 2""St November 2011 SP 222 8-26.5 Payment Payment will be made in accordance with Section 1-04.1, for the following bid item when it is included in the proposal: "Pedestrian Handrail", per linear foot. The unit contract price per linear foot for metal hand railing shall be full compensation for all labor, material, tools and equipment, supplies, incidental work, with all appurtenances, to satisfactorily complete the work defined in the Contract Documents. 8-28 TREE GRATE Section 8-28 is an added new section with new subsections: 8-28.1 Description This work shall consist of providing Tree Grate Type 1 and 2 as shown and detailed on the Plans. 8-28.2 Materials Materials shall meet the requirements of the following sections as applicable unless noted: Structural Steel and related materials 9-06 Tree Grate Type 1 shall be 48"x72" rectangle, with a —5" wide double helix wave border around a concentric rectangle pattern around a —13" square tree trunk opening, cast in 2 pieces, slot openings for A.D.A compliance and pedestrian safety, or approved equal. Material shall be Cast Iron per ASTM A48 class 35b or better. Finish shall be raw cast grey iron. Tree Grate Type 2 shall be 36"x36" square, %" thick, with a —5" wide double helix wave border around a concentric square pattern around a —12" square tree trunk opening, cast in 2 pieces, slot openings for A.D.A compliance and pedestrian safety, or approved equal. Material shall be Cast Iron per ASTM A48 class 35b or better. Finish shall be raw cast grey iron. 8-28.3 Construction Requirements Tree Grate Type 1 and Type 2 shall be installed per details on Plans.. Tree Grate frames and mounting attachments to be steel angle frames,size frame to match tree grate. Type as recommended by manufacturer for new concrete and curb attachments. All tree grates to be flush with finish grade of cement concrete sidewalk and top of curb. 8-28.4 Measurement Tree Grate Type 1 and 2 shall be measured per each Tree Grate installed. ' Rainier Avenue S(SR 167) Special Provisions S Grady Way to S 2nd St November 2011 ' SP 223 8-28.5 Payment Payment will be made in accordance with Section 1-04.1, for the following bid item when it is included in the proposal: "Tree Grate Type 1", per each. "Tree Grate Type 2"; per each. The contract bid price, including all incidental work, shall be full compensation for all labor, material, tools and equipment necessary to satisfactorily complete the work as defined in the Standard Specifications and these Special Provisions. 8-30 METRO IMPROVEMENTS Section 8-30 is an added new section with new subsections: 8-30.1 Description Construct foundations in accordance with the locations and details shown on the Plans and provide a conduit raceway, between electrical service cabinet and foundation, for future electrical wiring. Rapid Ride Shelter foundations shall be constructed per the detail on the Plans. Metro sign foundations shall be constructed per the detail on the Plans. 8-30.5 Payment Payment will be made in accordance with Section 1-04.1, for the following bid item when it is included in the proposal: "METRO Tech Pylon Foundation", per each "Rapid Ride Bus Shelter Foundation", per each "Metro Sign Foundation",per each. Included in the unit bid price for " Foundation" shall be cement concrete sidewalk, subgrade preparation, rebar, installation of conduit and junction boxes between electrical service cabinet and foundation, associated trenching backfill, compaction and other items of work to provide a complete installation as shown on the Plans. Shelters and signs will be provided by Others. 8-31 BENCH Section 8-31 is an added new section with new subsections: Rainier Avenue S(SR 167) Special Provisions S Grady Way to S 2nd St November 2011 SP 224 8-31.1 Description This work shall consist of providing Benches as shown on the Plans,and as specified herein. 8-31.2 Material Materials shall meet the requirements of the following sections as applicable unless noted: Painting 6-07 Structural Steel and related materials 9-06 Bench shall be approximately 6' long and 36 1/4" high, aluminum bench with surface-mounting system, backrest with basket-weave motif pattern, armrests, powder coat finish. Bench legs shall be 2" x 2" square extruded aluminum tubing; bench seat main rails shall be 1/2" x 13/4" and 1 1/4" x 2" extruded aluminum tubing; bench back horizontal rails shall be 1 1/4" x 2" extruded aluminum tubing and vertical rails shall be 1/2" x 1 3/4" extruded aluminum tubing. Bench shall have a surface mounting system and powder coat finish, or approved equal. All hardware (bolts, nuts, screws, washers, etc.) needed to complete the installation shall be stainless steel. 8-31.3 Construction Requirements Assemble bench components per instructions by manufacturer. Surface mount bench on concrete surfacing using mounting hardware supplied by manufacturer and additional stainless steel washers as necessary to set bench level, per manufacturer's instructions and as shown on Plans. Expansion bolts shall be stainless steel sized to fit, bench. Length shall be 4" minimum. 8-31.4 Measurement Bench shall be measured per each metal bench installed. 8-31.5 Payment Payment will be made in accordance with Section 1-04.1, for the following bid item when it is included in the proposal: "Bench", per each. The contract bid price, including all hardware and incidental work, shall be full compensation for all labor, material,tools and equipment necessary to satisfactorily complete the work as defined in the Standard Specifications and these Special Provisions. 8-32 TRASH RECEPTACLES Section 8-32 is an added new section with new subsections: Rainier Avenue S(SR 167) Special Provisions S Grady Way to S 2nd St November 2011 i SP 225 8-32.1 Description This work shall consist of providing Trash Receptacles as shown on the Plans, and as specified herein. 8-32.2 Materials Materials shall meet the requirements of the following sections as applicable unless noted: Painting 6-07 Structural Steel and related materials 9-06 Trash Receptacle shall be composed of steel frame and hardware, 30 to 36 gallon capacity, with aluminum top cover, side opening with hinged side door, plastic liner and vertical aluminum strap side panels; vertical metal straps shall be 1 1/2" x 3/16" aluminum, welded to 2 1/2" aluminum rings at the top and bottom. Trash receptacle shall have a surface mounting system and powder coat finish,or approved equal. All hardware (bolts, nuts, screws, washers, etc.) needed to complete the installation shall be stainless steel. 8-32.3 Construction Requirements Assemble receptacle components per instructions by manufacturer. Surface mount on cement concrete sidewalk using mounting hardware supplied by manufacturer and additional stainless steel washers as necessary to set bench level, per manufacturer's instructions. Expansion bolts shall be stainless steel sized to fit, trash receptacle. Length shall be 4" minimum. 8-32.4 Measurement Trash Receptacles shall be measured per each for each installed trash receptacle. 8-32.5 Payment Payment will be made in accordance with Section 1-04.1, for the following bid item when it is included in the proposal: "Trash Receptacle", per each The contract bid price, including all hardware and incidental work, shall be full compensation for all labor, material,tools and equipment necessary to satisfactorily complete the work as defined ' in the Standard Specifications and these Special Provisions. 8-33 GATEWAY SIGN Section 8-33 is an added new section with new subsections: Rainier Avenue S(SR 167) Special Provisions S Grady Way to S 2nd St November 2011 SP 226 8-33.1 Description Gateway Sign work shall consist of the fabrication and installation of the cement concrete gateway sign wall A, B and C and footings, decorative art poles, fabrication and installation of the secondary letters, city letters, decorative metal sheaths and installation of in-ground LED up- lighting as shown on the Plans and as described herein at the locations and elevations shown on the Plans. 8-33.2 Materials Materials shall meet the requirements of the following sections as applicable unless noted: Painting 6-07 Structural Steel and related materials 9-06 Concrete: Concrete shall be Class 4000A unless noted otherwise on the Plans. Auger cast Pile Concrete backfill shall be Class 4000P. Reinforcing Steel: Reinforcing Steel shall conform to ASTM A615,Grade 60. City Letters The City Letters consist of the six letters spelling 'RENTON', custom cut and fabricated, approximately 10" high. The Engineer shall provide the Contractor with an electronic file of the typeface for use in cutting and layout. The City Letters shall be %" thick from alloy C22000, also known as commercial bronze or 9010 (90%copper, 10%zinc) and a clear sealer on top. The letters shall be attached, as shown on the Plans and per the approved shop drawings;all cut edges and welds shall be ground smooth. Secondary Letters The Secondary Letters consist of the nine letters spelling 'WELCOME TO', custom cut and fabricated, approximately 3" high. The Engineer shall provide the Contractor with an electronic file of the typeface for use in cutting and layout. Secondary Letters shall be %" thick from alloy C22000, also known as commercial bronze or 9010 (90% copper, 10% zinc) and a clear sealer on top. The letters shall be attached, as shown on the Plans and per the approved shop drawings; all cut edges and welds shall be ground smooth. Wall Art Mosaic Tiles Rainier Avenue S(SR 167) Special Provisions S Grady Way to S 2nd St November 2011 SP 227 Wall Art Mosaic Tiles shall be provided and installed by others. CIP Concrete Sign Wall A. Wall B and Wall C Cast-in-place concrete walls shall be installed with a uniform consistent finish with no visible joints, grain patterns, air holes and forming patterns visible (including patches). The walls shall have no additive color. All wall surfaces shall have a buff wash finish. After removal from the form, the walls should be set to cure for at least(2)two days. An acid base solution along with water is applied to the top of the concrete surface. The acid solution is scrubbed into the concrete with brushes to uniformly expose some of the aggregate fragments in the concrete and then rinsed off with water. Wall Art Mosaic Tiles shall be installed in recess panels of sign wall A. Decorative Metal Sheath shall be installed in recess panels of sign wall A, B and C. Recess panel surface shall receive no sacking and no anti-graffiti coating. Recess panel shall be grind smooth (no projections, form ties stubs)and shall receive acid-etch finish. Skateblock Cast-in- lace concrete walls shall be installed with Cast-in-place n and scoring, as detailed per Plans and specified herein. Skateblock Skateblock shall be designed to fit on 1" radius edge, in clear anodize silver aluminum. Outside dimensions:4.375" (top)x 1.625" (face)x 2.0"wide. Install skateblocks in equal spacing, 3'-0" on center on outer edge of Wall A, B and C, per Plans and manufacturer's instructions, using recommended epoxy. For Structural Specifications see Division 6. Fasteners,anchors, and hardware Fasteners,anchors and hardware shall be stainless steel,and of prime commercial quality. Vandal-resistant fasteners shall be used whenever possible. Hardware shall be non-conductive and/or insulated when joining non-compatible material. Elastomeric Joint Elastomeric joint material shall be placed between the CMU Wall and the back of sidewalk pavement,as detailed on the Plans. Elastomeric Joint shall be same color as wall. Anti-Graffiti Coating Anti-graffiti coating shall be a water-borne, breathable, zero VOC, saline-based anti-graffiti clear sealer suitable for concrete surfaces. It shall be thoroughly resistant to ultraviolet rays, expansion and contraction, and allow moisture vapor to escape while not allowing moisture to penetrate. Rainier Avenue S(SR 167) Special Provisions S Grady Way to S 2nd St November 2011 SP 228 i Meet or exceeding ASTM D6578 Graffiti test Non-reactive,zero VOC,AQMD and CARB compliant Submit product data and manufacturer for Anti-graffiti Coating to the Engineer for approval at least 14 calendar days prior to beginning construction. The anti-graffiti coating shall be applied according to the manufacturer's instructions onto all exposed surfaces of the CIP Wall (except in recess panel for Wall Art Mosaic Tiles and Decorative Metal Sheaths). All applied surfaces shall be free of foreign substances (such as curing compound, dirt, etc.) that might interfere with the absorption of the coating. Application shall be performed by an experienced and manufacturer approved applicator in strict accordance with the manufacturer's recommendations. At no time shall the number of coats and coverage rates be less than recommended in manufacturer's data sheet. Product must not be applied below 45 degrees F ambient air temperature,or when precipitation is imminent within 8 hours. Moisture content shall be no greater than 15. It shall be applied to a dry surface. Do not apply in direct sun. New cement concrete shall be cured for a minimum of thirty(30)days prior to application. Decorative Metal Sheath Decorative Metal Sheath shall be %" thick from aluminum alloy sheet, type 6061-T6. Custom feathered metal grind finish over natural aluminum metal. Metal grind finish shall be primarily vertical, loose drizzling waves with swaying movements, to achieve overall informal, vertical pattern. Aluminum metal shall be painted with semi-transparent paint in a copper penny color tone. Decorative Aluminum Cutout Pieces shall be 1/8" thick to be from aluminum alloy sheet, type 6061-T6. - Finish B shall be custom polished finish by machine and hand methods on top raised surface, as approved. Apply one coat clear satin finish sealer all exposed surfaces. Decorative Art Poles The Decorative Art Pole and post top assembly shall be furnished and installed by the Contractor. The pole shall be tapered (0.14"/ft)aluminum with a minimum wall thickness of 0.188". The pole and the post top assembly shall be manufactured and installed per the Plans. The Contractor shall submit the pole and post top assembly shop drawings,to be approved by the Engineer, prior to manufacturing. The pole finish shall be per Section 6-07 Painting. Mortar Latex Portland Cement Mortar Mortar shall be used to set the decorative art poles into place and decorative sheath columns into the CIP walls. Mortar color shall be light gray color and sample shall be approved by Engineer prior to delivery to site. Mortar shall conform to the following standards and specifications: Rainier Avenue S(SR 167) Special Provisions S Grady Way to S 2nd St November 2011 SP 229 1) Cement:Any cement complying with ASTM C 270 2) Lime:ASTM C 207 3) Sand:ASTM C 144, natural or manufactured sand 4) Pigment:ASTM C 979, mineral oxide pigments 5) Water: Potable 6) Pre-packaged Latex-Portland Cement Mortar:ANSI A118.4 Mortar mix shall be in accordance with ASTM C 270, Type S or N, or in accordance with manufacturer's mortar preparation instructions. Mortar shall be 6000psi structural grout. In-Ground LED Luminaire The in-ground LED lighting for secondary and city letters shall be in-ground luminaire with the following characteristics: • Approximately 3200K(warm white)Correlated Color Temperature , • Tamper-resistant hardware(provided by the manufacturer) • Accepts no glass color filter • Optical system can be tilted +/-15-degrees from the vertical position • No rock guard • UL-labeled for outdoor wet location • Integral driver accepting 120 volts AC input • Lens is cool and touchable during normal operation • 60,000 hours of minimum operating life The in-ground LED luminaire housing construction shall be designed for installation in cement concrete sidewalk. In-ground LED luminaire shall be set flush with finish grade of sidewalk. Installation locations are shown in Plans. Warranty and Reliability: The LED manufacturer shall guarantee to the purchaser that the LED uplights will be furnished free from defects in design, material and workmanship, and will conform to and perform in accordance with these specifications when leaving the manufacturer's plant. The LED modules, dimming controllers and drivers shall carry manufacturer's warranty. All hardware (bolts, nuts, screws, washers, etc.) needed to complete the installation shall be stainless steel. Rainier Avenue S(SR 167) Special Provisions S Grady Way to S 2nd St November 2011 SP 230 8-33.3 Construction Requirements The contractor shall provide full size metal letter samples of all three finishes for review and acceptance by the City. The approved sample shall be the standard for the balance of the rest of the Work installed and shall be protected from damage until final acceptance and approval. • Satin (brush) (#4)finish with horizontal grain finish. • Mirror polished(#8)finish. • Oxidized (also known as statuary or patina)finish. Medium to light shade. Anti-Graffiti Coating The concrete surface shall be free of foreign substances (such as curing compound, dirt, etc.) that might interfere with the absorption of the coating. Application shall be performed by an experienced and manufacturer approved applicator in strict accordance with the manufacturer's recommendations. At no time shall the number of coats and coverage rates be less than recommended in manufacturer's data sheet. New cement concrete shall be cured for a minimum of thirty (30) days prior to application. Moisture content shall be no greater than 15%. Do not apply to surfaces below 45 degrees F or above 90 degrees F. Do not apply in direct sun. Protect pieces from damage and weather until installation. Comply with all traffic control and safety requirements during installation. See notes and details on the Plans for layout information. Field touch up painting shall consist of matching specified priming and painting for all damaged, field repaired areas. Any damage due to the Contractor's negligence before the end of the project shall be replaced by the Contractor with no additional compensation allowed. 8-33.4 Measurement The Gateway Sign measurement shall be per lump sum for a complete and installed gateway sign, including all electrical components. 8-33.5 Payment "Gateway Sign", lump sum. The lump sum contract price for the Gateway Sign shall be full compensation for all labor, material, CIP wall, skateblocks, secondary letters, city letters, decorative metal sheaths, anti- graffiti coating, tools and equipment, cost of installation of a fully functioning illumination system including in-ground LED luminaires, decorative art poles, conduit, wiring,junction boxes Rainier Avenue S(SR 167) Special Provisions S Grady Way to S 2nd St November 2011 SP 231 associated electrical service cabinet breakers, splices, associated wiring and connection to the electrical service cabinet, supplies, incidental work, with all appurtenances, to satisfactorily complete the work defined in the Standard Specifications, Special Provisions, and the particular items called for in the Plans. 8-34 GATEWAY TRELLIS Section 8-34 is an added new section with new subsections: 8-34.1 Description This work shall consist of providing and installation of Gateway Trellis, Foundations, Gateway Trellis Column and in-ground LED Lighting as shown and detailed on the Plans. 8-34.2 Materials Materials shall meet the requirements of the following sections unless noted: Concrete 6-02 Steel Structures 6-03 Painting 6-07 Electrical 8-20 Structural Steel and related materials 9-06 Reinforcing Steel 9-07 Gateway Trellis shall be custom fabricated as specified and detailed in the Plans. Structural Steel: All Structural Steel components shall conform to the following ASTM designations: Bars and Plates: ASTM A36, Fy=36 ksi Hollow Structural Sections(HSS)square or rectangular: ASTM A500 Grade B, Fy=46 ksi Hollow Structural Sections(HSS) round: ASTM A500 Grade B, Fy=42 ksi Pipes: ASTM A53,Grade B, Fy=33 ksi Bolts: ASTM A307,Grade A Concrete: Concrete shall be Class 4000A unless noted otherwise on the Plans. Auger cast Pile Concrete backfill shall be Class 4000P. Rainier Avenue S(SR 167) Special Provisions S Grady Way to S 2nd St November 2011 SP 232 Reinforcing Steel: Reinforcing Steel shall conform to ASTM A615, Grade 60. Gateway Trellis: Overhead Structure—Finish shall be per Painting Section 6-07. Gateway Trellis Column: Aluminum Sheath shall be%"thick from aluminum alloy sheet, type 6061-T6. Finish A-shall be a custom feathered metal grind finish, primarily vertical, loose drizzling waves with swaying movements, to achieve overall informal, vertical pattern. Aluminum sheath shall be painted with semi-transparent paint in a copper penny color tone. Decorative Aluminum Cutouts shall be 1/8" thick to be from aluminum alloy sheet. Finish B - shall be custom polished finish by machine and hand methods on top raised surface, as approved. Apply one coat satin finish sealer all exposed surfaces. Cap& Lower Bands shall be Y4"thick from aluminum alloy sheet,type 6061-T6. Finish C shall be per Painting Section 6-07. Metal Post—Finish D shall be per Painting Section 6-07. The gateway trellis columns shall be directly illuminated using in-ground LED lighting. In-Ground LED Luminaire The in-ground LED lighting for the gateway trellis columns shall be in-ground luminaire with the following characteristics: • Approximately 3200K(warm white)Correlated Color Temperature • Tamper-resistant hardware (provided by the manufacturer) • Accepts"amber"glass(or approved equal)color filter • Optical system can be tilted+/-15-degrees from the vertical position • Removable rock guard • UL-labeled for outdoor wet location • Integral driver accepting 120 volts AC input • Lens is cool and touchable during normal operation • 60,000 hours of minimum operating life The in-ground LED luminaire housing construction shall be designed for direct burial installation in landscaped planting areas. Installation locations are shown in Plans. Rainier Avenue S(SR 167) Special Provisions S Grady Way to S 2nd St November 2011 1 SP 233 8-34.3 Construction Requirements Following installation of the Gateway Trellis with fully-functioning and in-ground lighting systems, the Contractor shall notify the Engineer one (1) week in advance to meet with the Engineer to adjust the tilting angle of the in-ground LED luminaires to the satisfaction of the Engineer. Warranty and Reliability: The LED manufacturer shall guarantee to the purchaser that the LED uplights will be furnished free from defects in design, material and workmanship, and will conform to and perform in accordance with these specifications when leaving the manufacturer's plant. The LED modules, dimming controllers and drivers shall carry manufacturer's warranty. All hardware (bolts, nuts, screws, washers, etc.) needed to complete the installation shall be stainless steel. The Contractor shall provide 4 copies of shop drawings for fabrication, fastening locations, and installation of"Gateway Trellis" prior to fabrication,for Engineer approval. All welding shall be in accordance with AISC and AWS standards and shall be performed by WABO-certified welders. Welds shall meet Section 6-03.3(25)of the Standard Specifications. Field touch up painting shall consist of matching specified priming and painting for all damaged, field repaired areas. Any damage due to the Contractor's activities before the end of the j roect shall be replaced b P P Y the Contractor with no additional compensation allowed. I� Submittals: The Contractor shall also provide 1 (one) sample of the "amber" color filter for the Engineer approval. If in-ground LED luminaire submitted is different from the luminaires in these specifications, the , Contractor shall provide photometric IES files for the linear LED luminaire requiring Engineer approval. The product data and sample submittals specified for the Gateway Trellis shall be submitted in one package at the same time for approval 10 calendar days prior to being incorporated into the work. Product data shall include catalog sheets, specifications and installation instructions for all products. 8-34.4 Measurement Gateway Trellis shall be measured per each Gateway Trellis installed. Rainier Avenue S(SR 167) Special Provisions S Grady Way to S 2nd St November 2011 SP 234 8-34.5 Payment Payment will be made in accordance with Section 1-04.1,for each of the following bid items that are included in the Proposal: "Gateway Trellis", per each. Each contract price for"Gateway Trellis" shall be full pay for all costs in connection with the cost of in-ground LED luminaires, conduit,wiring,junction boxes,associated electrical service cabinet breakers, splices, associated wiring and connection to the electrical service cabinet, supplies, incidental work with all appurtenances, Engineering, furnishing all materials, labor, tools, and equipment necessary for the manufacture, fabrication, transportation, erection, and painting of all structural carbon steel and stainless steel used in the completed Structure, including the providing of such other protective coatings or treatment as may be shown in the Plans or specified in the Special Provisions. 8-35 IDENTITY POLES Section 8-35 is an added new section with new subsections: 8-35.2 Materials Materials shall meet the requirements of the following sections unless noted: Concrete 6-02 Steel Structures 6-03 Painting 6-07 Electrical 8-20 Structural Steel and related materials 9-06 Reinforcing Steel 9-07 Identity Columns shall be custom fabricated as specified and detailed in the Plans. Structural Steel: All Structural Steel components shall conform to the following ASTM designations: Bars and Plates: ASTM A36, Fy=36 ksi Hollow Structural Sections(HSS)square or rectangular: ASTM A500 Grade B, Fy=46 ksi Hollow Structural Sections(HSS) round: ASTM A500 Grade B, Fy=42 ksi Pipes: ASTM A53,Grade B, Fy=33 ksi Concrete: Rainier Avenue S(SR 167) Special Provisions S Grady Way to S 2nd St November 2011 SP 235 Concrete shall be Class 4000A unless noted otherwise on the Plans. Auger cast Pile Concrete backfill shall be Class 4000P. Reinforcing Steel: Reinforcing Steel shall conform to ASTM A615, Grade 60. Identity Pole Components: Aluminum Sheath— Finish A shall be from aluminum alloy sheet, type 6061-T6. Custom sanded finish over natural aluminum metal. Sanded finish shall be primarily vertical, with some horizontal sanding, to achieve overall informal, vertical stripe pattern similar to sample , "Bamboo". Upon request Engineer shall provide"Bamboo" pattern for Contractor's reference. Decorative Aluminum Cutouts — Finish B shall be from aluminum alloy sheet, type 6061-T6, custom polished finish by machine and hand methods on top of cutout surface, as approved. Apply one coat satin finish sealer all exposed surfaces. Decorative aluminum cutout pieces shall be welded onto aluminum sheaths. Ca & Lower Bands shall be Y4" thick from aluminum alloy sheet a 6061-T6. Finish C shall Cap Y , type a painted per Painting Section 6-07. Metal Post—Finish D shall be per Painting Section 6-07. The Identity Poles shall be directly illuminated using in-ground LED lighting. In-Ground LED Luminaire The in-ground LED lighting for the identity poles shall in-ground luminaire with the following characteristics: • Approximately 3200K(warm white)Correlated Color Temperature • Tamper-resistant hardware(provided by the manufacturer) • Accepts"amber"glass(or approved equal)color filter , • Optical system can be tilted+/- 15-degrees from the vertical position • Removable rock guard • UL-labeled for outdoor wet location • Integral driver accepting 120 volts AC input • Lens is cool and touchable during normal operation • 60,000 hours of minimum operating life The in-ground LED luminaire housing construction shall be designed for direct burial installation in landscaped areas. Installation locations are shown in Plans. Rainier Avenue S(SR 167) Special Provisions , S Grady Way to S 2nd St November 2011 SP 236 S8-35.3 Construction Requirements Following installation of the Identity Poles with fully-functioning and in-ground lighting systems, the Contractor shall notify the Engineer one (1) week in advance to meet with the Engineer to adjust the tilting angle of the in-ground LED luminaires to the satisfaction of the Engineer. 1 Warranty and Reliability: The LED manufacturer shall guarantee to the purchaser that the LED uplights will be furnished free from defects in design, material and workmanship, and will conform to and perform in accordance with these specifications when leaving the manufacturer's plant. The LED modules, dimming controllers and drivers shall carry manufacturer's warranty. All hardware (bolts, nuts, screws, washers, etc.) needed to complete the installation shall be stainless steel. The Contractor shall provide 4 copies of shop drawings for fabrication, fastening locations, and installation of"Identity Poles" prior to fabrication,for Engineer approval. All welding shall be in accordance with AISC and AWS standards and shall be performed by WABO-certified welders. Welds shall meet Section 6-03.3(25)of the Standard Specifications. Field touch up painting shall consist of matching specified priming and painting for all damaged, field repaired areas. Any damage due to the Contractor's activities before the end of the project shall be replaced by the Contractor with no additional compensation allowed. Submittals: The Contractor shall also provide 1 (one) sample of the "amber" color filter for the Engineer approval. If the in-ground LED luminaire submitted is different from the luminaires in these specifications, the Contractor shall provide photometric IES files for the linear LED luminaire requiring Engineer approval. The product data and sample submittals specified for the Identity Poles shall be submitted in one package at the same time for approval at least 10 calendar days prior to being incorporated into the work. Product data shall include catalog sheets, specifications and installation instructions for all products. 8-35.4 Measurement Identity Pole shall be measured per each Identity Pole installed. 8-35.5 Payment Payment will be made in accordance with Section 1-04.1,for each of the following bid items that are included in the Proposal: Rainier Avenue S(SR 167) Special Provisions S Grady Way to S 2"d St November 2011 SP 237 "Identity Pole", per each. Each Contract price for"Identity Pole" shall be full pay for all costs in connection with the cost of in-ground LED luminaires, conduit, wiring, junction boxes, associated electrical service cabinet breakers, splices, associated wiring and connection to the electrical service cabinet, supplies, incidental work with all appurtenances, Engineering, furnishing all materials, labor, tools, and equipment necessary for the manufacture, fabrication, transportation, erection, and painting of all structural carbon steel and stainless steel used in the completed Structure, including the providing of such other protective coatings or treatment as may be shown in the Plans or specified in the Special Provisions. 8-36 BRONZE PLAQUE RELOCATION Section 8-36 is an added new section with new subsections: 8-36.1 Description Section 8-36 is an added new section with new subsections: This work shall consist of removing and reinstalling the Bronze Plaques as shown and detailed on the Plans. 8-36.2 Materials If Bronze Plaque does not have threaded studs on the back of the plaque, Contractor shall drill and tap plaque to accept four,three-inch mounting studs,one(1)at each corner. Template shall be used for drilling the mounting holes. Tape down template in locations shown on the Plans. Set the plaque template and drill 5/8" holes through the marked holes into the cement concrete sidewalk. Use clear epoxy adhesive to set bronze plaque into place. Use a rubber mallet and a wad of cloth to protect the face of the plaque if extra force is required.Wipe clean with a soft dry cloth. Plaque may have clear protective coating to prevent oxidizing of the surface. If this is the case, take extra caution to prevent damage to the surface. If cleaning is required wipe with clean soft cloth only in the direction of the grain of the plaque,or a solution of water and mild detergent. Do not use any chemical base or abrasive cleaners. 8-36.3 Construction Requirements Contractor shall remove and stockpile all bronze plaques during site preparation. The Contractor shall field verify the location and coordinate with the City to install which type of Bronze Plaque in the cement concrete sidewalk per the Plans. Rainier Avenue S(SR 167) Special Provisions , S Grady Way to S 2"'St November 2011 SP 238 8-36.4 Measurement Bronze Plaque Relocation will be measured per each installed. 8-36.5 Payment Payment will be made for the following bid item: "Bronze Plaque Relocation", per each. The contract bid price, including all incidental work, shall be full compensation for all labor, material, tools and equipment necessary to satisfactorily complete the work as defined in the Standard Specifications and these Special Provisions, including removal, stockpiling, re-tooling, and installation. 8-37 ADVANCE DIRECTION FOOTING Section 8-37 is an added new section with new subsections: 8-37.1 Description This work shall consist of installing Advance Directional Footing as shown on the Plans and detailed in Appendix C. 8-37.2 Materials Refer to Cement Concrete Footing Detail and Specifications, SEA Reach Ltd. Detail on Page 1.1 in Appendix C. 8-37.3 Construction Requirements The Contractor shall field verify the location for installing the Advance Directional Footing in the locations as shown per the Plans. 8-37.4 Measurement Advance Directional Footing shall be measured per each installed. 8-37.5 Payment Payment will be made in accordance with Section 1-04.1, for the following bid item when it is included in the proposal: "Advance Directional Footing", per each. ' Rainier Avenue S(SR 167) Special Provisions S Grady Way to 5 2nd St November 2011 SP 239 The contract bid price, including all incidental work, shall be full compensation for all labor, material, tools and equipment necessary to satisfactorily complete the work as defined in the Standard Specifications and these Special Provisions. 8-40 FIBER OPTIC CABLE EQUIPMENT Section 8-40 is an added new section with new subsections: 8-40.1 Description This specification section covers the equipment, splicing, termination materials and installation procedures required for the fiber optic and copper cable network. These materials include fiber optic cable, conduit, inner duct, splice enclosures,vaults, pull boxes, building entrance terminal, fiber optic patch panels,and fiber optic patch cords. 8-40.2 Materials The materials required for this fiber optic network and copper cable installations are covered below. The Contractor shall supply all additional materials that may be required to make this network operational. ' 8-40.2(1) Fiber Optic Cable This section modifies and supplements Section 9-29.3(1). All fiber will be furnished and installed by the contractor and shall be in accordance to Telcordia's Bellcore GR-20-CORE and RUS specifications. The fiber shall be a single-mode, non-zero dispersion shifted, loose tube, single jacket, all- dielectric designed for outside plant applications specifically for lashed aerial and underground duct installations. Each loose tube shall be filled with a water blocking gel and contain 6 fibers. The core is helically wrapped with water-blocking strength members and encased with a black polyethylene jacket. The fiber shall meet the following: Maximum Attenuation: 0.4/0.3 dB/km at 1310/1550 nanometers, respectively. Typical Core Diameter: 8.3 microns. Cladding Diameter: 125.0 microns+/- 1.0 microns. The Contractor shall provide all materials required for the installation and splicing of the specified communications cables, power cables and associated interface devices. The fiber optic cable network shall be capable of supporting both SONET transmission speeds and protocols up to 2.4 Gb/s, and NTSC quality,color video applications. Fiber optic cable shall contain no factory splices. Rainier Avenue S(SR 167) Special Provisions , S Grady Way to S 2nd St November 2011 SP 240 ' 8-40.2(2) Fiber Optic Patch Panel The Fiber Optic Patch Panel shall be a 19" rack mountable cabinet no greater than 6 rack units (10.5") in height containing factory terminated fiber patch points and multi-fiber "pigtail". The pre-termination panel shall allow for the patching of a minimum of 72 singlemode fibers with factory terminated SC connectors. The multi-fiber pigtail shall consist of a riser rated, tight- buffer cable. The multi-fiber pigtail shall be a minimum of 250 ft. in length. Adjacent to each patch panel,the contractor shall supply and install a Ruggedcom RS900G-24-D- 2SFP, or approved equivalent ethernet switch. Ethernet switch shall operate at 24VDC and be connected to the signal cabinet internal power supply. Fiber management shall be provided on the front of the panel to protect fiber jumper cables that will be connected to the panel. ' The Contractor shall also supply and install a fiber management system within the equipment rack between the Fiber Optic Patch Panel and any equipment with a fiber optic connection to facilitate the protection of the Fiber Optic Patch Cords. The panel shall have front and rear access doors.The front door shall be smoked polycarbonate to allow the viewing of a patch point designation strip. Cable tie bars shall also be provided on the rear of the shelf to allow for cable strain relief. 8-40.2(3) Fiber Optic Patch Cords The Contractor shall supply and install Fiber Optic Patch Cords as required to facilitate the ' connection of fiber optic equipment as shown in the project Plans. The Fiber Optic Patch Cables shall be single mode fiber and shall utilize SC to LC connectors (except where indicated differently)and shall have the following features/capabilities: Typical Insertion Loss:0.3 db; Typical Return Loss:-40 db; Maximum Return Loss:-45 db; Operating Temperature: -40 to+75 C; Storage Temperature:-55 to+85 C; Fiber type:9/125 um; ' Cable type:fiber coated 900um; Cable jacket color.:yellow; Connector type: SC Simplex Jack,O.D. 3 mm. The length of the Fiber Optic Patch Cords shall be such that the minimum bend radius a us is achieved during installation and sufficient spare length is available for the future movement of equipment within the rack. The spare length of patch cord shall be neatly coiled and attached to the equipment rack or fiber management system. Rainier Avenue S(SR 167) Special Provisions S Grady Way to S 2 St November 2011 ' SP 241 8-40.2(4) Buffer Tube Fan-Out Kits The contractor will provide and install a buffer tube fan-out kit on each buffer tube that enters the designated pre-term. The fan-out kit shall be an indoor kit that features a 900µm fan-out assembly that is color coded , to match the fiber color scheme. The buffer tube fan-out kit shall be able to contain a minimum of 12 single-mode fibers and the , buffer tube and consist of a top and bottom furcation unit and a fan-out assembly. The fan-out assembly's tubing shall have a length of 47-inches that will allow for the installation of fiber connector. , 8-40.2(5) Fiber Connectors Contractor shall supply Simplex Single-mode SC connectors that utilize epoxy. The connectors , shall meet the following standard and specifications and be tested to Telcordia GR-326 issue 2. Insertion Loss(SM): < 0.30 dB Insertion Loss(MM): <0.50 dB Reflectance (UPC): <-55 dB Reflectance(APC): <-65 dB Fiber Height: ± 50 nm Radius of Curvature (UPC): 7-25 mm Radius of Curvature (APQ 5-12 mm , Apex Offset: <50 µm 8-40.2(6) Fiber Splice Enclosure The fiber optic splice enclosure shall be made of two injection-molded high-density thermoplastic shells, that are 22" in length and 6" in diameter and can store up to four splice trays(shall be mounted on the wall of a 25-TA vault). The splice enclosure shall be suitable for outdoor applications with a temperature range of-10o C to 60o C. The fiber optic splice enclosure shall provide sufficient space to allow entry of fiber optic cable , without exceeding the cable minimum bending radius. The fiber optic splice enclosure shall protect the splices from moisture and mechanical damage and shall be resistant to corrosion. The fiber optic splice enclosure shall be waterproof, re-enterable and shall have a neoprene gasket sealing system to prevent water from entering. Rainier Avenue S(SR 167) Special Provisions , S Grady Way to S 2nd St November 2011 SP 242 ' ' The fiber optic splice enclosure shall permit selective splicing to allow one or more fibers to b P g e cut and spliced without disrupting other fibers. The fiber optic splice enclosure shall have strain relief for the cable to prevent accidental tension from disturbing the splices. Each splice tray will be able to store 36 splices securely. Each splice shall be individually mounted and mechanically protected on the splice tray. Vinyl markers shall be supplied to identify each fiber spliced within the enclosure. Each splice case shall have two end plates, one end plate shall have no ports,the other endplate shall consist of a three way end plate with two %' ports and four 7/8" ports. Each unused port will shall a grommet installed. The end plates shall be durable glass-filled high-density thermoplastic shells. 8-40.2(7) Pull Boxes This section modifies and supplements Sections 8-20.3(6)and 9-29.2. The pre-cast pull boxes shall meet ASTM C 478 with 28 day 5500 psi minimum compressive strength concrete and designed for H-20 loading. All vaults and pull boxes shall be equipped with traffic-rated lids with a locking mechanism. All lids shall have the identification marking of "ITS" permanently affixed to the cover. The vault/pull box identification shall be stamped or welded on the cover. Pull boxes used in this scope of work shall have the following specification. Width 23-3/4" Length 36-3/4" Depth 12" The cover for the pull box shall be traffic rated at H2O loading and have the following dimension/specifications. Steel checker plate lid Width 20-1/4" Length 33-1/4" 8-40.2(8) Vaults This section modifies and supplements Sections 8-20.3(6)and 9-29.2. The Contractor shall provide pre-cast utility 25-TA vault (or approved equal) meeting ASTM C 478 with 28 day 5500 psi minimum compressive strength concrete and designed for H-20 loading. Rainier Avenue S(SR 167) Special Provisions S Grady Way to S 2nd St November 2011 SP 243 All vaults and pull boxes shall be equipped with traffic-rated lids with a locking mechanism. All lids shall have the identification marking of "ITS" permanently affixed to the cover. The vault/pull box identification shall be stamped or welded on the cover. The Contractor shall provide solid covers (traffic rated), with a 76.2 cm (30 in.) diameter clear opening. If placed in the sidewalk,the lid shall have a non-skid coating. The vault shall be supplied with the hardware mounting racks. 8-40.2(9) Conduit This section modifies and supplements Sections 8-20.3(5)and 9-29.1. All conduits shall be furnished and installed by the contractor and shall be Schedule 80 PVC,with molded end bell bushings unless otherwise specified. All conduits joined will be sealed with an approve UV-Cement used for PVC conduits. The size will be indicated on the design drawings. All turns within the conduit run shall be a factory 90-degree elbow with a 36-inch radius. Conduit installed at the following locations shall be Rigid Galvanized Steel: ' Within railroad right of way unless otherwise specified in the contract. All runs within slip form structures. , All surface mounted conduit with the exception of conduit risers on utility poles. 8-40.2(10) Flexible Fabric Innerduct , This section modifies and supplements Sections 8-20.3(5)and 9-29.1. Contractor shall supply and install flexible fabric innerducts in the appropriate conduits indicated on the Plans. The fabric innerduct will utilize up to 800 of conduit space without affecting cable pulling tension. The innerduct will consist of three cells. , Each cell will have a pull tape installed. Innerduct shall have a burn through resistance rated at 4800 for rope or tape The cell fabric will be resistant to tears and rips and be water resistant. All cells will accept a 1-inch diameter cable. , The Flexible Fabric Innerduct shall be Maxcell or approved equivalent. Rainier Avenue S(SR 167) Special Provisions S Grady Way to S 2nd St November 2011 SP 244 8-40.2(11) Detectable Tape This section modifies and supplements Sections 8-20.3(5). The contractor shall furnish and install a flat polyester woven pre-lubed tape that contains a 22 gauge wire. The tape will be marked with sequential footage markings and be continuous. The tape shall meet or exceed a breaking strength of 900Lbs,with a width of X-inch. 8-40.3 Construction Requirements 8-40.3(l) Fiber Optic Cable P This section modifies and supplements Sections 9-29.3(1). The Contractor shall provide all materials required for the installation and splicing of the specified communications cables, power cables and associated interface devices. The contractor shall furnish and install an all-dielectric fiber optic cable that meets or exceeds the specifications mentioned above. After all conduits have been proofed and a suitable pull tape has been installed the contractor will install the fiber optic cable in the following manner. Secure a swivel device that will pass through the conduit onto the pull tape. ' Attach a shearing pin rated at or below the manufactures recommended breaking strength for the fiber. Attach the fiber and the detectable pulling tape to the shearing pin. Pull fiber through the conduit using an approve lubricant. ' A mechanical device may be used as long as the manufactures recommended breaking strength is not exceeded. Hand pulling is recommended. Care shall be taken as to not bend the fiber optic cable more than is recommended by the manufacturer. 8-40.3(1)A Splicing ' The contractor shall splice the fibers utilizing a fusion splicer that consistently provides a splice loss of less than 0.2 dB per splice. All splices will have a heat shrink support sleeve for protection and strength. ' The contractors finished splice shall have a splice loss of less than 0.1 dB. Rainier Avenue S(SR 167) Special Provisions S Grady Way to S 2nd St November 2011 SP 245 8-40.3(2) Fiber Optic Patch Panel , The Contractor shall install the Fiber Optic Patch Panel and Ethernet switch within each controller cabinet. The Contractor shall provide a service loop, a minimum of 20 feet in length, for the multi-fiber pigtail within each controller cabinet. 8-40.3(3) Fiber Optic Patch Cords The Video/Data Receiver Cards shall be installed and configured in accordance with , manufacturer's instructions in the locations indicated on the project Plans. The Contractor shall install and test all video and data cabling as indicated on the project Plans. End to end testing of the video signal path and data channels shall be conducted to ensure the correct operation. , 8-40.3(4) Buffer Tube Fan-Out Kits The contractor shall follow the manufacturer's installation instruction for the assembly and , installation of the kit. 8-40.3(5) Fiber Connectors The contractor shall follow the manufacturer's installation instruction for preparation and installation of the connectors on the fiber. All installed fiber connectors shall be tested with an approved light source and power meter following the EIA/TIA. The connector shall have a loss not greater than .75dB. ' 8-40.3(6) Fiber Splice Enclosure The Contractor shall install the splice enclosure in the 25-TA vault and locations where splicing is required and/or shown in the Plans. The splice enclosure shall be securely fastened to the vault wall or aerial cable span. The splice enclosure shall be mounted to allow the cable to enter the enclosure without exceeding the cable manufacturer's minimum bending radius. Sufficient cable shall be coiled ' with the splice enclosure to allow the enclosure to be removed from the vault or aerial span for splicing. The splice enclosure shall be bonded to the ground as per manufacturer's recommendations. The unprotected fiber exposed for splicing within the enclosure shall be protected from mechanical damage using the fiber support tubes and shall be secured within the splice enclosure. The fibers shall be labeled with vinyl markers according to the identification scheme indicated in the Plans. The enclosure shall be sealed following the splicing p rocedure as recommended by the manufacturer to provide a moisture proof environment for the splices. , Care shall be taken at the cable entry points to ensure a tight and waterproof seal is made which will not leak upon aging. Rainier Avenue S(SR 167) Special Provisions ' S Grady Way to S 2nd st November 2011 SP 246 ' 8-40.3(7) Pull Boxes This section modifies and supplements Sections 8-20.3(6)and 9-29.2. Pull boxes shall be configured such that the tensile and bending limitations of the fiber optic ' cable are not compromised. Pull boxes shall be configured to mechanically protect the fiber optic cable against installation force as well as inert forces after cable pulling operations. Pull boxes shall be installed in accordance with Plans and details. The contractor shall excavate by hand, remove and dispose the existing pull boxes that are indicated on the Plans. Care shall be taken when excavating the existing pull boxes so as to not damage the existing conduits. The new pull boxes shall be adjusted to be flush with the finished grade. 8-40.3(8) Vaults ' This section modifies and supplements Sections 8-20.3(6)and 9-29.2. Utility vaults shall be installed in accordance with Plans and details. Utility vaults shall be configured such that the tensile and bending limitations g tons of the fiber optic cable are not compromised. Vaults shall be configured to mechanically protect the fiber optic ' cable against installation force as well as inert forces after cable pulling operations. The contractor will cut out the knockouts to accommodate the conduits on the vault walls and place the vault over the conduits using a crane or similar mechanical device. Care shall be taken when lowering the vault as to not damage the existing conduits. All knockouts will need to be sealed using a mortar concrete mix to prevent rodent and water from entering the vault. The new vault shall be adjusted to be flush with the finished grade. 8-40.3(9) Conduit This section modifies and supplements Sections 8-20.3(5)and 9-29.1. ' All vacant conduit shall be proofed before installation using the appropriate size mandrel through the conduit. A polyester pull tape that meets or exceeds a breaking strength of 900 Ibs needs to be installed in the proofed conduit prior to the fiber being installed. ' Conduits that contain existing or abandoned cables need to have a polyester pull tape installed that meets or exceeds a breaking strength of 900 Ibs prior to the fiber being installed. Any conduit that cannot be mandrel or have a pull tape installed needs to be excavated at the suspected area of obstruction and repaired. Rainier Avenue S(SR 167) Special Provisions S Grady Way to S 2nd St November 2011 ' SP 247 The Contractor shall rovide all materials required p q ed for the installation and joining of the contractor furnished schedule 80 PVC. All conduit will be furnished and installed by the contractor at a depth of 24-inches of cover above the top of the conduit along the route indicated on the approved Plans, any deviation of the route will be approved by the design Engineer. , All conduits joined will be sealed with an approve UV-Cement used for PVC conduits. Conduit shall be laid to a minimum depth of: • 24 inches below the curb grade in the sidewalk area. • 24 inches below the finished grade in all other areas. , The contractor shall place 4-inches of sand on the bottom of the trench prior to placing the conduit. The contractor shall place 4-inches of sand above the conduit prior to placing fill dirt. ' The contractor shall restore the trench and asphalt to the appropriate Renton City Traffic Construction standards. The contractor shall dispose of all excess existing trench material in a manner that is consistent with all Federal,State and City environmental policies. The number and size of the conduit to be installed will be identified on the Plans. 8-40.3(10) Flexible Fabric Innerduct This section modifies and supplements Sections 9-29.1. Contractor will install the innerduct in accordance with the manufacturers installation procedures. Contractor will leave 30 inches of slack exposed at each end of the conduit. Contractor shall install in conduits that are 1.5 inches in diameter, a two-cell fabric innerduct. Contractor shall install in conduits that are 2-inches in diameter, 1-three cell fabric innerduct. Contractor shall install in conduits that are 3-inches in diameter, 2-three cell fabric innerduct. , Contractor shall install in conduits that are 4-inches in diameter, 3-three cell fabric innerduct. , Rainier Avenue S(SR 167) Special Provisions ' S Grady Way to S 2nd St November 2011 SP 248 ' 8-40.3(11) Detectable Tape This section modifies and supplements Sections 8-20.3(5). The contractor shall furnish and install the detectable tape in all buried underground conduit that contains an all-dielectric fiber optic cable. 8-40.3(12) Temporary Interconnect ' This section includes interconnect systems to be used during construction. The contractor shall furnish all materials required for the installation of the specified communication devices for use during construction. 8-40.3(12)A Wireless Radio Equipment I. DESCRIPTION ' This work shall consist of furnishing eight (8) broadband Ethernet radio equipment units in accordance with this special provision or as directed by the Engineer. The Ethernet radio equipment shall be furnished by the Contractor and delivered to the COR Transportation ' Maintenance Department within three months of award of contract. The City will install and maintain the Ethernet radio equipment during construction. Contractor shall verify that the Ethernet radio system is fully functional before removing existing copper interconnect. Contractor shall coordinate modifications with COR Transportation Maintenance Department Representative. Broadband Ethernet radio equipment shall be used for bi-directional data communications between central software and local intersection controllers or camera locations. II. EQUIPMENT A. Radios: Radios shall interface with intersection controllers or cameras provided under this contract and conform to the following: General Requirements Meet FCC part 15 and IC RSS-210 rules and regulations. Utilize Orthogonal Frequency Division Multiplexing(OFDM)modulation. The manufacturer and/or supplier of the wireless hardware must be located in the North America with performance testing over operating temperatures of-40 to+85°C. Wireless hardware shall support and provide the following wireless protocols: • IEEE 802.11a/b/g • Proprietary Wireless Protocol (non Wi-Fi) Rainier Avenue 5(SR 167) Special Provisions 5 Grady Way to S 2nd St November 2011 ' SP 249 i Available in the following hardware configurations: , • 5GHz Integrated Panel Antenna • 5GHz Integrated Panel Antenna with Embedded 2.4GHz Wi-Fi Hotspot • Stand Alone Enclosure(Single or Dual Antenna Ports) • Access Point Cluster (Quad Antenna Ports) with (x4) 5GHz Adjustable Beam Sector ' Antennas included. All wireless hardware shall be configurable as an Access Point, Remote Station, Repeater and , Mesh Node. Provide a complete software toolset to assist in design, configure, monitor and optimize your ' wireless network. Additional management support provide by Telnet,SSH and SNMP V1, 2. Detailed Requirements Operating Frequency: I • 5.150—5.825 GHz ' RF Data Rate: • Up to 108Mbps(Integrated Panel Solution) • Up to 432Mbps(AP Cluster Solution) Receiver Sensitivity: • -74 to-94dBm Radio Output Power: , • 16-28dBm Channel Width: 1 • 5, 10,20,40 MHz Typical Range: • Up to 20 miles-LOS ' Minimum Security Features: • 802.11i-WPA-PSK& EAP , Rainier Avenue S(SR 167) Special Provisions S Grady Way to S 2nd St November 2011 SP 250 ' • 802.11i-WPA2-PSK& EAP • Radius Authentication • MAC Access Control List Power-over-Ethernet(PoE) Injector: • Input Voltage: 100 to 240VAC • Output Voltage:24 or 48VDC ' • 160ft Outdoor Ethernet Cable included with PoE Injector Maximum Power Consumption: • SGHz Integrated Panel Antenna: 12 Watts • Stand Alone Dual Enclosure: 25 Watts • Access Point Cluster(Quad): 35 Watts Mechanical Requirement: • Integrated Panel: 8.2"x 5.9"x 2.3"w/antenna • Stand Alone Enclosure: 11.0"x 9.7"x 4.7" • AP Cluster: 12.5"x 9.3"x 5.8" Antenna Connectors: • Type N(F)or Integrated 23dBi Panel Solution Network Operating Modes: ' • Point to Point and Point to Multipoint • Mesh ' Support the minimum IEEE Networking Features: ' 0 802.11e (WMM&QoS) • 802.11h (DFS&TPC) ' • 802.1d (Ethernet Bridging) • 802.1p (Traffic Prioritization) Rainier Avenue S(SR 167) Special Provisions S Grady Way to S 2nd St November 2011 SP 251 • 802.1q (VLAN) • 802.1w (Rapid Spanning Tree) • 802.3ab (Gigabit Ethernet-AP Cluster Radios) • 802.3ac (802.1q &802p support) • 802.3ad (Link Aggregation) • 802.3i (10Mbps Ethernet) ' • 802.3u (100Mbps Ethernet&Auto-Negotiation) • 802.3x (Full Duplex and Flow Control) ' Supply radios with diagnostic software capable of testing the link between the access point ' radio and the remote radios. Provide software capable of detecting channels which are not adequate for the transmission of data and allow for the exclusion of these frequencies in the selection of frequencies to be scanned. ' Minimum Wireless Software Features: • IP Discovery Tool • Local Configuration i • Network-Wide Diagnostics • Bandwidth Test Tool • Spectrum Analysis/AP Scan Tool • Real Time RSSI • Client Connection Quality(CCQ) ' • Configuration File Management (PDF version) B. Access Point/Repeater/Remote External Antennas: All external shall conform to Parts 15.247 and IC RSS-210 of the FCC Telecommunications Manual for field strength of emissions, be the manufacturer's recommended model and conform to the following: • Directional Types: (Sector, External Panel and Integrated Panel) • Gain: (Sector: 14-18 dBi), (Panels: 23dBi) Rainier Avenue S(SR 167) Special Provisions S Grady Way to S 2nd St November 2011 SP 252 • Beamwidth (Sector:45-120°Adjustable), (Panel 10°) ' • Frequency Range: (5.1-5.9 GHz) • Mountable: (vertical polarization) • Connector: (N type female) • Minimum wind rating: (125 MPH) • Stainless steel mounting hardware ' C.Antenna Cable:Antenna cable shall be flexible type coaxial cable conforming to the following: • Impedance 50 ohms ' • Type LMR 400(Times Microwave)or approved equal • Maximum Length: 20ft • Feed line loss of the antenna cables shall be no more than 2.5dB P er 20ft • Frequency range 5.1—5.9GHz • Black polyethylene or equal outer jacket • Minimum bending radius of 1 inch • Designed for direct exposure to all weather conditions D. Lightning Protection: PoE with Surge Protection shall be included with each broadband ' wireless Ethernet radio • Power Injector:Cat-5 DC Power Jack size(center pin):2.5mm ' • Case Dimensions: (3.5" L x 2.6 W x 1.25" H) ' • Ethernet Port Pin Layout for Voltage Polarity: o Pin 4 and 5= Positive(+)voltage o Pin 7 and 8 Negative (-)voltage 8-40.3(12)B Ethernet Over Copper Switch This work shall consist of furnishing four (4) Ethernet over Copper units in accordance with this special provision or as directed by the Engineer. The switches shall be furnished by the ' Rainier Avenue S(SR 167) Special Provisions 5 Grady Way to S 2 n St November 2011 SP 253 Contractor and delivered to the COR Transportation Maintenance Department within three months of award of contract. The City will install and maintain Ethernet over Copper switches during construction. ' System Architecture—Overview The traffic interconnect network element(network element) is required to operate on existing ' copper pair facilities that are part of the traffic interconnect communications network. The network element will support G.SHDSL.bis line encoding and decoding with signal processing capabilities to extend the rate and reach of the transmitted signals in the presence of external ' interference. Line rates per pair must be able to operate at a rate of up to 15+ Mb/s symmetrical with the ability to bond multiple pairs for a total bandwidth of 60+ Mb/s.The bonding protocol of the Network element must comply with the EFM/G.bond standards. , The network element will have the capability to bond copper pairs operating in an east and west direction supporting linear add drop networking. The network element must have the ability to continue operating over a single copper pair even if all other pairs have been damaged. In addition the system must be able to return to normal working status and highest available bandwidth once the damaged copper pairs are restored without intervention from a field ' technician. The network element must have the ability to be configured in a point to point, point to multi point, and daisy chain configuration. An integrated and fully managed multi port Ethernet switch is required to perform the add drop , function. This multi port Ethernet switch must have the capability of rate shaping and port prioritization. The switch must have the ability to support current and future applications to include simultaneous deployment of traffic controller,Camera(s),WAP,and DMS. All operating parameters described above must be contained in a one RU high housing and capable of supporting two network elements with all of the functionality included in this document in one Rack unit. The Network Element must have the capability of being either AC or DC powered for flexibility in ' installation applications. Enhanced Signal Processing and System Resiliency Signal processing will include at a minimum coordinated line management to enable maximum ' rate and reach performance of each copper pair working together in a bond copper pair configuration. In the event of an individual copper pair failure the system will remain in operation with a minimal impact on the existing working pairs. Integrated Ethernet Switching Capabilities ' Each network element will include an integrated managed Ethernet switch capable of providing multiple 10/100 ports to communicate with various devices within a traffic controller cabinet and one port for local management. The integrated Ethernet Switch will also offer the following Local Area Network capabilities: - Rainier Avenue S(SR 167) Special Provisions S Grady Way to S 2nd St November 2011 SP 254 , ' • Dynamic Bridging IEEE 802.1,8K MAC address •VLAN Tagging IEEE 802.1Q • Double Tagging Q-in-Q,VMAN • MSTP, RSTP,STP IEEE 802.1d • OAM/CFM IEEE 802.3ah,802.1ag Quality of Service • Classes of Service 4 ' • Scheduler WFQ,SP • Classification L2 802.1p/Q priorities L3 ToS/DiffSery ' Integrated Optics Each network element will have the option to support an additional optical interface operating ' up to a 100/1000 Mb/s line rate. The optical port upgrade option will be available via a SFP optical plug in module and be capable of working in conjunction with both high speed links(East and West). In addition, should the network be upgraded to fiber backhaul, the system must be able to support the fiber connection while continuing to provide existing Ethernet services over existing hardware,thus allowing for a fiber upgrade without replacing the existing hardware. Network Management ' In order to support ease of operation and the lowest possible on-going operating expense the network elements will need to be support by both a craft Graphical user Interface and an Element Management System that can be located at the Traffic Operations center or any other appropriate location. Management Protocols • SNMP SNMP v1 and v2c • Command Line Interface TL1 • Remote Access Telnet • Secure Access(option) SSH v2 ' • Time Synchronization SNTP v3 • Web Access HTTP • File transfer FTP,TFTP ' Front Panel Indicators(LEDs) • Power • Status • Alarm • MLP per modem/pair • ACT(Activity) • LNK(Link) per Ethernet/HSL port ' Safety • UL 60950,CSA C22.2 60950 • ETSI EN 60950, IEC 60950 Rainier Avenue S(SR 167) Special Provisions S Grady Way to S 2'b St November 2011 SP 255 i EMC ' • FCC Part 15 Class B • ICES-003 Class B • ETSI EN 300 386 Class B • ETSI ETS 300132-2 NEBS • Level III (GR-1089-CORE,GR-63-CORE) , NEMA Rated -34 to+74 C ' 8-40.4 Measurement No specific unit of measurement shall apply, but measurement will be for the sum total of all ' items for a complete system to be furnished and installed. 8-40.5 Payment Payment will be made in accordance with Section 1-04.1 for the following bid items: "Fiber Optic Interconnect System,______,Complete", per lump sum; "Fiber Optic Interconnect System, Complete" lump sum shall include the cost of , installation of a fully functioning interconnect system, including fiber optic testing per 8-41 of these Special Provisions, equipment and connectors, conduit, wiring, splicing, all associated junction boxes and vaults, and pickup and installation of King County Metro furnished "Rapid Ride" communication cabinets. Ethernet Radio Equipment and Ethernet Over Copper Switches shall be purchased by the Contractor and installed by the COR Transportation Maintenance Department. Ethernet Radio Equipment and Ethernet Over Copper Switches shall be included in the lump sum for"Fiber Optic Interconnect System,Grady to 7th,Complete" 8-41 FIBER OPTIC TESTING AND DOCUMENTATION ' Section 8-41 is an added new section with new subsections: 8-41.1 Description This section covers the requirements for the testing of fiber optic cable. The types of , acceptance testing for optical fiber cable system certification are: 1. Attenuation testing 2. Optical Time Domain Reflectometer(OTDR)testing , Rainier Avenue S(SR 167) Special Provisions S Grady Way to S 2nd St November 2011 SP 256 ' 8-41.2 Materials The Contractor shall supply all materials and equipment required to perform the fiber optic testing and documentation indicated below. 8-41.3 Construction Requirements 8-41.3(1) General The installed optical fiber cable shall be tested for compliance with the transmission requirements of this specification, the cable and hardware manufacturer's specifications, and ' prescribed industry standards and practices. 8-41.3(2) Attenuation Testing ' Prior to commencing testing, the Contractor shall submit the manufacturer and model number of the test equipment along with certification that it has been calibrated within 6 months of the proposed test dates. The following information shall be documented for each fiber test measurement: 1. Wavelength 2. Fiber type 3. Cable,tube and fiber IDs 4. Near end and far end test locations 5. End-to-end attenuation 6. Date,time,and operator 8-41.3(3) Optical Time Domain Reflectometer(OTDR)Testing An optical time domain reflectometer (OTDR) with recording capability shall be utilized to test ' the end-to-end transmission quality of each optical fiber. Quality tests shall consider both attenuation and discontinuities. The OTDR shall be equipped with 1310 nanometer and 1550 nanometer light sources for singlemode optical fibers. The OTDR shall be capable of providing ' electronic and hard copy records of each test measurement. The OTDR shall be equipped with sufficient internal masking to allow the entire cable section to be tested. This may be achieved by using an optical fiber pigtail of sufficient length to display the required cable section, or by using an OTDR with sufficient normalization to display the required cable section. Prior to commencing testing, the Contractor shall submit the manufacturer and model number of the OTDR test unit along with certification that it has been calibrated within 6 months of the proposed test dates. Each new mainline and lateral fiber shall be tested in both directions at the 1310 and 1550 nanometer wavelengths. Any fiber that has a bi-directional loss of .2dB or greater will need to ' Rainier Avenue S(SR 167) Special Provisions S Grady Way to S 2nd St November 2011 SP 257 be repaired and tested until the desired reading s obtained. Existing mainline and lateral fibers g g that are spliced to or re-spliced as part of this contract shall also be tested in both directions and at both wavelengths. The following information shall be documented for each fiber test measurement: 1. X-Y plot scaled for fiber length 2. Wavelength 3. Refraction index 4. Fiber type 5. Averaging time 6. Pulse width 7. Cable and fiber IDs ' 8. Near end and far end test locations 9. Date,time,and operator ' 10. Event table that includes: event ID,type, location, loss, and reflection. 8-41.3(4) Testing Documentation The Contractor shall submit one hard copy and one electronic copy of the fiber test results to the Engineer for approval. The Contractor shall take corrective actions on portions of the fiber ' installation determined to be out of compliance with these specifications. Upon acceptance of the cable installation and test results, the Contractor shall submit three hard copies and one electronic copy of the fiber test results to the Engineer. Hard copy submittals shall be bound in 3-ring binders. The electronic submittal shall be on 3 a ' compact disk and include one licensed copy of the applicable OTDR reader program. The following information shall be included in each test result submittal: , 1. Contract number,contract name,contractor name and address. 2. Dates of cable manufacture, installation,and testing. ' 3. Cable specifications. 4. Location of all splices. , S. OTDR test results. 6. Attenuation test results. Within 30 days of submitting the test results, the Contractor, in the presence of the Engineer, shall re-test a minimum of 5% of the previously tested locations to validate the test results. A 5%sample will be selected randomly from the terminal device locations. ' Rainier Avenue S(SR 167) Special Provisions ' S Grady Way to S 2nd St November 2011 SP 258 8-41.5 Payment The work in this Section is considered incidental and included in the Section 8-40 lump sum contract price for "Fiber Optic Interconnect System, Complete" and no additional payment will be made. 8-42 JOINT UTILITY TRENCH Section 8-42 is an added new section with new subsections: 8-42.1 Description This work shall consist of constructing a joint utility trench duct and vault system for the installation and placement of materials furnished by Others. The franchise utilities are Puget Sound Energy(PSE gas and electric),Centurylink,and Comcast. ' The Contractor shall provide the following: • Coordination of schedules and work activities with the Engineer in a manner that supports both the work of this Contract and the work being accomplished by the franchise utilities to be completed in a timely manner. • Excavation, bedding, and backfill for the joint utility trench. • Excavation for structures(vaults and manholes). ' • Placement of structures furnished by Others, including foundation, bedding, and backfill. • Installation of conduits as shown on the Plans. The Contractor shall install conduits furnished by Others as shown on the Plans and specified herein. 8-42.2 Materials Materials for City owned facilities shall be per the applicable sections of the Standard ' Specifications. Franchise Utility Trench Bedding for Flexible Pipe "Sand Bedding Incl. Haul for Joint Utility Trench" shall be washed building sand, thoroughly saturated with water and mixed to a fluid consistency. Sand bedding shall conform to the gradation as shown in the table below: Sieve Size, Percent Sand Passed by Sieve Size Percent Sand Passed by (inches) Weight Weight Rainier Avenue S(SR 167) Special Provisions S Grady Way to S 2""St November 2011 r SP 259 2 No.4 95-100% 1-1/2 No.8 1 No. 16 45-80% ' 3/4 No. 50 7-30% 1/2 No. 100 0-6% 3/8 100% No. 200 0-2.5% ' Joint Utility Trench Backfill Gravel Backfill for Joint Utility Trench shall meet the requirements of crushed surfacing base ' course as defined in Section 9-03.9(3) of the Standard Specifications and these Special Provisions. Reuse of native material in trench bedding and backfill, where approved by the Engineer, shall be considered incidental to and included in the various bid items. Backfill for franchise utility structures shall be considered incidental to and included in the contract bid price for"Install [Vaults, Handholes, Pedestals]—[Utility Owner]" and no additional compensation will be made for this work. 8-42.3 Construction Requirements The Contractor is advised that the layout shown on the Plans is approximate. The layout of the joint-utility trench and vaults shall be adjusted as necessary to avoid conflicts with utilities, both existing and to be constructed under this Contract. It shall be the Contractor's responsibility to ' construct the joint utility trench so that it will not require adjustments or replacements for other items of Work. Excavation, bedding, and backfill of the joint-utility trench shall be as generally described in Section 7-08 and 8-20 of the Standard Specifications and these Special Provisions. , Contractor shall plan and sequence operations such that the length of trench that is open at any one time will support completion of work required by this Contract and work to be completed , by the franchise utilities within 48 hours. Once all work and inspections are completed in an open length of trench, that length shall be backfilled immediately. If no work is to be accomplished by the Contractor or the franchise utilities, no open excavations will be allowed , over weekends, holidays or other anticipated non-working days. The intent is to support immediate work that can be accomplished by the Contractor and the franchise utilities and to have no open excavations beyond this consideration. If questions and issues arise relative to what excavations are allowed to be opened, and what must remain open for others to complete their work or inspections, or when excavation must be protected or closed, the Engineer will determine when excavation can occur and when the completed work must be backfilled. The Engineer's determination will be final. Rainier Avenue S(SR 167) Special Provisions ' S Grady Way to S 2nd St November 2011 SP 260 Installation of franchise utility conduits shall be per the requirements of the franchise utilities as included in Volume 4 of these Contract Documents and the PSE Construction Standards included as Appendix D of these Contract Provisions. The Contractor may perform all or portions of the franchise utility work under the inspection of the franchise utility representatives; however, all direction regarding execution and acceptance of the Work shall be solely by the Engineer. 8-42.3(1) Franchise Utility Excavation Structure excavation necessary for the installation of conduits and structures (vaults & manholes) shall be measured and paid under the "Structure Excavation Class B Including Haul for Joint Utility Trench" bid item in accordance with Section 2-09. ' Contaminated soils are suspected to exist along the project in areas of joint trench installation. See Section 2-05 for handling and disposal of excavated contaminated soils, if encountered. t8-42.3(3) Shoring Or Extra Excavation Class B The provisions of the Standard Specifications as modified in Section 2-09 herein shall apply to ' the franchise utility work. The Contractor shall be made a separate payment for "Shoring or Extra Excavation Class B, for Joint Utility Trench"which relates solely to the joint utility trench. 8-42.3(4) Placing Structures and Conduit Furnished By Others The Contractor shall install conduit and structures furnished and delivered to the site by the franchise utilities where indicated on the Plans. The Contractor shall coordinate delivery and storage of structures as necessary. The Contractor shall inspect all materials upon delivery with a representative of the utility owner present within 1 working day to check for defects or other issues with incorporating the materials into the project. Defective materials will be removed by the utility owner and the Contractor shall be responsible for protecting suitable materials for use for the remainder of the ' project. The Contractor shall provide ten (10)working days notice to the Engineer to schedule delivery of ' all vaults and conduit to be installed by the Contractor. 8-42.3(5) Conduit Installation of conduit shall conform to appropriate articles of the NEC and these Specifications. The size of conduit used shall be as shown in the Plans. 1 The ends of all conduits shall be well reamed to remove burrs and rough edges. Field cuts shall be made square and true. ' Conduit stubs from bases shall extend at least 6 inches from the vertical face of foundations and at least 18 inches below grade. All conduit stubs shall be capped. ' Rainier Avenue S(SR 167) Special Provisions S Grady Way to S 2nd St November 2011 ' SP 261 Nonmetallic conduit bends,where allowed shall conform to Art icle 347-13 of the NEC. Conduit shall be laid to the depth required by each respective utility company standard but not ' less than 36 inches below finish grade. Where new construction occurs, conduit shall be placed prior to placement of base course ' pavement. Conduit terminating in foundations shall extend a maximum of 2 inches above the foundation vertically. Suitable marker stakes shall be set at the ends of conduits which are buried so that they can be easily located. All conduits installed shall be prepared as follows: ' After final assembly in place, the conduit shall be blown clean with compressed air. Then, in the presence of the Engineer,a cleaning mandrel correctly sized for each size of ' conduit shall be pulled through to ensure that the conduit has not been deformed. As soon as the mandrel has been pulled through, both ends of the conduit shall be sealed ' with conduit caps. Conduits noted as "spare" shall have a pull string installed and have a removable plug installed. 8-42.3(6) Inspection,Proofing and Approval of Centurylink Conduit and Structures All conduit installed by the Contractor for Centurylink must be proofed by passing a 3.75 inch diameter mandrel through each conduit and installation of Centurylink provided polyethylene ' measuring tape in each conduit. The City's contractor will be required to provide the Engineer with end of conduit to end of conduit measurements for each section of conduit duct bank installed. Vaults installed by the City's contractor for Centurylink must be level and all vault ' seams must be sealed with material provided with the vault. Vault entrance frames and covers must be set to final grade with all riser and frame seams sealed with material provided with the vault. Hand holes must be set to final grade. ' 8-42.3(7) Inspection, Proofing and Approval of Comcast Conduit and Structures All conduit installed by the Contractor for Comcast shall be proofed by passing a mandrel through each conduit. 8-42.3(8) Franchise Utility Coordination , The Contractor shall coordinate activities and schedules with the Engineer and the franchise utilities all aspects of completing the joint utility trench work, including but not limited to the following: 1)the delivery and securing of material that is to be furnished by the franchise utilities; , 2)installation and related work required by the Contractor; and 3)completion of relocation work that is to be accomplished by the franchise utilities. ' To the extent that the Contractor can control activities and provide coordination efforts, the Contractor shall ensure that items 1), 2), and 3) are accomplished in a manner that does not ' Rainier Avenue S(SR 167) Special Provisions S Grady Way to S 2nd St November 2011 SP 262 ' impact progress on the overall project, including utilization and scheduling of resources of the franchise utilities. The Contractor shall provide a secure staging area for the delivery and storage of franchise utility materials to be installed by the Contractor. All materials to be delivered by the franchise utilities will be inspected by the Contractor and will become the property of the Contractor until acceptance. The secure area(s) shall be of sufficient size to store the Contractor furnished material as well as the franchise utility furnished material. The franchise utilities will deliver and unload the material they deliver into the secured storage area. The Contractor and the Engineer will, immediately upon unloading, or before unloading if possible, inspect all material. If acceptable, the Contractor will provide immediate written acceptance to the Engineer and the utility. The Engineer and the Contractor will immediately notify the utility, in writing,of any rejected material and the reason for the refection. The Contractor at no additional cost to the City shall support all utilities under which the joint utility trench crosses. The Contractor shall adjust shoring limits, methods and means in order to ' support and protect existing utilities which are to remain operational while the joint trench is constructed within the proximity. The Contractor is alerted that the joint trench profile crosses beneath franchise and City owned utilities which will affect the rate at which excavation and conduit installation can be performed. Additional coordination requirements: ' • The Contactor shall provide surveying and grade control for all vaults&conduit installed by the Contractor within the joint-trench. • The Contractor will be working in an area and on facilities that also require work to be completed by the franchise utilities. As directed by the Engineer, the Contractor shall coordinate construction activities to ensure the Engineer and franchise utilities have adequate access to the site, and material and equipment installed by the Contractor to inspect completed work and accomplish the work that franchise utilities need to complete. All coordination work shall be included in the lump sum "Franchise Utility Coordination" payment shall be made. ' 8-42.4 Measurement No specific unit of measurement shall apply to the lump sum item for "Franchise Utility ' Coordination"as specified herein. No specific unit of measurement shall apply to the lump sum item for"Removal of Structure ' and Obstruction"as shown on the Plans and specified in Section 2-02. "Install _ Diameter Conduit - " shall be measured and paid per linear foot of conduit installed when the conduit is furnished by Others. Rainier Avenue S(SR 167) Special Provisions S Grady Way to S 2nd St November 2011 SP 263 "Install [Vaults. Handholes. Pedestals l — [Utility Owner]" shall be measured and paid per each structure installed when the structure is furnished by Others and shall include vaults, manholes, hand holes and all structures other than conduits to be installed. "Sand Bedding Incl. Haul for Joint Utility Trench" shall be measured per ton to the neat line trench section as defined in Section 2-09. Imported backfill material placed in excavated areas outside of the neat line limits will not be paid and will be deducted from the certified tickets. "Gravel Backfill Incl. Haul, for Joint Utility Trench" shall be measured per ton to the neat line trench section as defined in Section 2-09. Imported backfill material placed in excavated areas outside of the neat line limits will not be paid and will be deducted from the certified tickets. 8-42.5 Payment Payment will be made for the following bid items and per the units indicated in the Bid Proposal form. ' "Franchise Utility Coordination", lump sum. "Removal of Structure and Obstruction", lump sum. (Section 2-02) Payment for the removal of various structures and obstructions will be made at the amount bid per lump sum, which payment will be complete compensation for all labor, materials, tools, ' equipment, incidentals necessary to complete the work as defined in the specifications and as shown on the contract plans, including but not limited to the removal of existing duct banks, utility vaults, pedestals, and risers, capping and plugging abandoned duct banks, and all other surface obstructions. All costs associated with structure and roadway excavation and backfill of the resultant void with gravel borrow associated with the removal of structure and obstruction shall be considered incidental to and included in the lump sum contract price and no additional payment will be made. The contract bid price above, including all incidental work, shall be full compensation for all ' labor, material, tools and equipment necessary to satisfactorily complete the work as described in Section 8-42.3(6)of these Special Provisions. Sand Bedding Incl. Haul for Joint Utility Trench'I per ton. "Gravel Backfill Incl. Haul for Joint Utility Trench" per ton. ' "Install_" Diameter Conduit- " per linear foot. "Install [Vaults. Handholes. Pedestals l—[Utility Owner]", per each. Rainier Avenue S(SR 167) Special Provisions S Grady Way to S 2nd St November 2011 SP 264 The contract bid price above, including all incidental work, shall be full compensation for all labor, material,tools and equipment necessary to satisfactorily complete the work as defined in the Standard Specifications and these Special Provisions. All surveying required for layout and installation of the joint trench shall be included in the lump sum Contract price for"Surveying" included in Schedule C of the bid proposal. END OF DIVISION 8 r Rainier Avenue S(SR 167) Special Provisions S Grady Way to S 2nd St November 2011 t SP 265 1 , I DIVISION 9—MATERIALS 9-03 AGGREGATES 9-03.8 Aggregates for Hot Mix Asphalt 9-03.8(2) HMA Test Requirements (March 10,2010 APWA GSP) Section 9-03.8(2)is supplemented with the following: ( ) PP g ESAL's The number of ESAL's for the design and acceptance of the HMA shall be *** 10*** million. 9-03.8(7) HMA Tolerances and Adjustments (March 10,2010 APWA GSP) Delete Item 1 and replace it with the following: 1. Job Mix Formula Tolerances. After the JMF is determined as required in 5-04.3(7)A, the constituents of the mixture at the time of acceptance shall conform to the following tolerances: Nonstatistical Commercial Evaluation Evaluation Aggregate, percent passing 1",%",Y2". and 3/8" sieves ±6% ±8/0 U.S. No.4 sieve ±6% ±8% U.S. No.8 sieve ±6% ±8% U.S. No. 200 sieve ±2.00 ±3.0% Asphalt Binder ±0.5% ±0.7% These tolerance limits constitute the allowable limits as described in Section 1-06.2. The tolerance limit for aggregate shall not exceed the limits of the control points section, except the tolerance limits for sieves designated as 100% passing will be 99-100. The tolerance limits on sieves shall only apply to sieves with control points. ' 9-03.21 Recycled Material I Section 9-03.21 is supplemented with the following: (******)(Addendum No. 2) _ Use of recycled concrete material meeting the requirements of crushed surfacing base course will not be permitted for the following uses: Rainier Avenue S(SR 167) Special Provisions S Grady Way to S 2nd St November 2011 SP 266 1) Gravel Backfill for Drains; 2) Reservoir Course; 3) Exposed finished surface treatment; 4) Pipe zone bedding material; 5) Trench backfill or borrow for excavated areas between STA 29+50 and STA 33+50. All material must meet WSDOT material specifications and can be compacted to the specified requirements. The City reserves the right to reject the material if pumping occurs during compaction or future lab tests indicated the gradation of the material changed subsequently from WSDOT specifications. 9-05 DRAINAGE STRUCTURES, CULVERTS, AND CONDUITS 9-05.21 Cement Slurry—Abandoning Pipe Section 9-05.21 is an added new section: Cement slurry used to fill.abandoned pipes shall have the following properties: Material Reference Material Property P rtY Cement,ASTM C 150 Type I/II Slurry Density,ASTM C 138 65 pcf(minimum) Foamed Slurry Density,ASTM C 138 45 pcf(minimum) Water/Cement Ratio 0.9(maximum) Flow,ASTM C939 18 seconds(maximum) Shrinkage,ASTM C827 non-shrink Bleeding,ASTM C232 no bleed Set Time,ASTM C403 3—6 hours' Compressive Strength ASTM C403 @ 24 hours 75 psi(minimum) ASTM C495 @ 7 days 150 psi (minimum) ASTM C495 @ 28 days 250 psi (minimum) 'Set time depends on temperature and site conditions 9-06 STRUCTURAL STEEL AND RELATED MATERIALS 9-06.5(4) Anchor Bolts Section 9-06.5(4) is supplemented with the following: All anchor bolts, nuts, washers and anchor plates for signal poles, street light poles, strain poles 1 or other types of poles shall meet the recommended specifications of the pole manufacturer. The Contractor shall be responsible for providing to the Engineer any and all data concerning Rainier Avenue S(SR 167) Special Provisions S Grady Way to S 2nd St November 2011 SP 267 fabrication, strength test results, mill certification and other data required to confirm that the anchor bolts meet those specifications. The following standard specifications shall apply to anchor bolts for street light, signal and strain poles provided that the Contractor can submit documentation from the manufacturer affirming that anchor bolts meeting these specifications are recommended for the pole to be installed thereon: 1. The standard anchor bolt for aluminum street light poles shall be 42 inches in length and shall meet the requirements of ASTM A 36 or ASTM A 307. The shaft of the anchor bolt shall be a full one inch in diameter with a hot forged four inch "L" bend on the bottom end and a minimum of six inches of die-cut threads on the top end. I 2. The anchor bolts for signal poles and strain poles shall meet the specifications as designated on the approved manufacturer's pole Plans and/or supplemental Plans or specifications provided by the manufacturer. All anchor bolts, nuts and washers shall meet the pole manufacturer's specifications and shall be hot dipped galvanized unless such galvanization is not permitted for the type of steel as per Section 9-06.5(4). 9-14 EROSION CONTROL AND ROADSIDE PLANTING 9-14.1(1)Topsoil Type A Section 9-14.1(1) is supplemented with the following: Topsoil Type A shall meet the following: Sand: greater than 0.05 mm to less than 2mm -maximum of 60% Silt: greater than 0.002 mm to less than 0.05 mm-maximum of 35%1 Clay: less than 0.002 mm-maximum of 15%1 Organic Content: Percent of dry weight-8 to 12% Acidity(Ph)-6.0 to 7.0 1 Clay and Silt combined-no greater than 40% The Contractor shall provide a complete analysis of Topsoil Type A with one cubic foot sample for review and approval,Topsoil shall be amended per recommendations of soils analysis. 9-14.2 Seed Section 9-14.2 is supplemented with the following: The grass seed dealer shall mix the grass seed only. The Contractor shall furnish the Engineer Y g with a dealer's guaranteed statement of the composition, mixture, and the percentage of purity Rainier Avenue S(SR 167) Special Provisions S Grady Way to S 2nd St November 2011 SP 268 and germination of each variety. All seed mixes shall be certified as 99% weed-free and 90% viable seeds by germination tests and by age specifications by species. Apply hydroseed mulch and tackifier per supplier's recommendations. Grass seed, of the following composition, proportion, and quality shall be applied at the rate of 120 pounds per acre on all areas requiring roadside seeding within the project: Kind and Variety of %By Minimum % Minimum % Seed in Mixture Weight Pure Seed Germination Dwarf Tall Fescue 45 98 90 Dwarf Perennial Rye(Barclay) 30 98 90 Red Fescue 20 98 90 Colonial Bentgrasss 5 98 90 Weed Seed 0% Inert and Other Crop 5%(max) Sufficient quantities of fertilizer shall be applied to supply the following amounts of nutrients: Total Nitrogen as N -80 pounds per acre. Available Phosphoric Acid as P2O5-20 pounds per acre. Soluble Potash as K2O-40 pounds per acre. 50 pounds of nitrogen applied per acre shall be derived from isobutylidene diurea (IBDU), cyclo-di-urea (CDU), or a time release, polyurethane coated source with a minimum release time of 6 months. The remainder may be derived from any source. The fertilizer formulation and application rate shall be approved by the Engineer before use. 9-14.6 Plant Materials 9-14.6(2) Quality Section 9-14.6(2) is supplemented with the following: Plant material shall be free from disfiguring knots, swollen grafts, sunscald injuries, bark abrasions,evidence of improper pruning or other objectionable disfigurement. Potted and container stock shall be well rooted and vigorous enough to ensure survival and healthy growth. Shrubs shall have full foliage (not leggy). Container stock shall be grown in its delivery container for not less than six (6) months, but not for more than two (2) years. Root bound or broken containers will not be accepted. Bare root, liner and root stock with dried or shriveled roots from exposure will not be accepted. Trees will be provided with untapped, straight, single leaders. Trees shall have full crowns and balanced branching. Rainier Avenue S(SR 167) Special Provisions 5 Grady Way to S 2 rd St November 2011 SP 269 Measurements, caliper, branching, grading, quality, balling and burlapping shall follow the Code of Standards of the American Associate of Nurserymen in the American Standard for Nursery Stock, ANSI 260.1, latest edition. Measurements shall be taken with all branches in their normal growing position. 9-14.6(3) Handling And Shipping Section 9-14.6(3) is supplemented with the following: All plant material shall be transported to planting locations with care to prevent damage. Tie back branches as necessary, and protect bark from chafing with burlap bags. Do not drag plant materials along ground without proper protection of roots and branches. Protect rootballs from environmental or mechanical damage and water as necessary to keep roots moist. Do not store plants for more than one week. 9-14.6(4) Tagging Section 9-14.6(4) is supplemented with the following: All plant material except ground cover shall be legibly tagged. Tagging may be by specie or variety with minimum of one tag per ten trees, shrubs, or vines. Remove all tagging prior to final acceptance. 9-14.6(5) Inspection Section 9-14.6(5) is supplemented with the following: The Contracting Agency shall reserve the option of selecting and inspecting plant material at the nursery. The contractor shall provide the Contracting Agency with at least one week notice prior to preparing plants for shipping and delivery. The Contractor shall neither deliver to site nor install plant materials until authorized by the Contracting Agency. 9-14.6(7) Temporary Storage Section 9-14.6(7) is supplemented with the following: Cold storage of plants shall not be permitted. If planting is delayed more than 24 hours after delivery, set balled and burlapped plants on the ground, well protected with soil or wet peat. Adequately cover all roots of bare root material with soil or wet peat. Protect root balls from freezing, sun, drying winds or mechanical damage. Water plant material as necessary until planted. Plants shall not be stored for more than one week. Longer storage period at project site will result in rejection of plant materials by the Contracting Agency. Rainier Avenue S(SR 167) Special Provisions S Grady Way to S 2nd St November 2011 SP 270 9-14.6(11) Root Barrier Section 9-14.6(11) is a new section: The Root Barrier shall be extruded High Impact Polyolefin, 18" depth, modular flexible panel, with one piece design that includes integrated interlocking joints. Barriers shall be a minimum of .080 inches thick, must contain UV inhibitors, with 1/2"' raised vertical ribs running perpendicular to the panel,at 6"on center. 9-14.7 Stakes,Guys,and Wrapping Section 9-14.7 is supplemented with the following: Stakes shall be BVC round tree stakes with heavy duty poly chain lock guying or Engineer accepted product. No wrapping required. ' 9-15 IRRIGATION SYSTEM 9-15.1 Pipe,Tubing And Fittings Section 9-15.1 is supplemented with the following: All pipe and tubing shall be 3/4-to 1-inch PVC Schedule 40 or approved equal. All fittings shall be Schedule 80 PVC. All sleeving shall be 2-inch PVC Schedule 40. 9-15.1(2) Polyvinyl Chloride Pipe And Fittings Section 9-15.1(2) is supplemented with the following: PVC pipe shall be Schedule 40 PVC pipe for the main, laterals and sleeves. 9-15.5 Valve Boxes And Protective Sleeves Section 9-15.5 is supplemented with the following: Valve boxes for control valves shall be grey flared box, HDPE construction with UV inhibitors, heavy duty seat collar,drop in locking, 17'L x 24" D x 12"W with green HDPE drop in locking lid. Valve boxes for Double Check Valve Assembly shall be grey heavy duty polymer concrete, top dimensions 25"L x 15-16"W and 24" D designed to withstand H-10 and H-20 loading in incidental and non-deliberate traffic areas. Valve box must be compliant with AASHTO H-10 Design Load; ASTM C 857-95 Design Load of A-8, 8,000lbs. Box shall be alkaline, acid and weather resistant, with flush locking polymer concrete cover. Verify size to fit Double Check Valve Assembly. Rainier Avenue S(SR 167) Special Provisions S Grady Way to S 2nd St November 2011 SP 271 i 9-15.17 Electrical Wire And Splices Section 9-15.17 is supplemented with the following: Electrical Wire shall be#14 OF wire. Utilize 3M DBY splice kits. 9-23 CONCRETE CURING MATERIALS AND ADMIXTURES 9-23.9 Fly Ash(RC) Section 9-23.9 is revised as follows: (******) I Fly ash shall not be used around water lines. 9-29 ILLUMINATION, SIGNALS, ELECTRICAL 9-29.1 Conduit, Innerduct,and Outerduct Section 9-29.1 is supplemented by adding the following: The conduit PVC-non-metallic shall be of the two types yp s in dlcated below: 1. Schedule 80 Extra heavy wall PVC conforming to ASTM, Standards, to be used in all installations under roadways. 2. Schedule 40 heavy wall PVC conforming to ASTM Standards. 9-29.2(1)A Standard Duty Junction Boxes Section 9-29.2(1)A is supplemented with: Junction boxes shall be reinforced concrete with galvanized steel frame anchored in place and galvanized steel cover plate (Diamond pattern). Grounding lugs shall be stainless steel and shall be mechanically and electrically bonded. Junction boxes for copper wire shall incorporate a locking lid per City of Renton Standard Plan. Junction boxes placed in the sidewalks shall have non-skid lids. 9-29.3(2) Electrical Conductors and Cable Section 9-29.3(2) is revised and supplemented as follows: Supplement: Each wire shall be numbered at each terminal end with a wrap-around type numbering strip bearing the circuit number shown on the Plans. The Contractor shall provide and install all the necessary wiring, fuses and fittings so as to complete the installation of the signal and lighting equipment as shown on the Plans. All materials and installation methods, except as noted otherwise herein, shall comply with applicable sections of the National Electrical Code. Revisions: 8. Detector loop wire shall be No. 12 AWG stranded copper wire,Class B,with chemically cross-linked polyethylene type RHH-RHW insulation of code thickness. Rainier Avenue S(SR 167) Special Provisions S Grady Way to 5 2nd St November 2011 SP 272 l 11. Communications cable shall meet REA specification PE-39 and shall have No. 19 AWG wires with 0.008 inch FPA/MPR coated aluminum shielding. The cable shall have a petroleum compound completely filling the inside of the cable. 9-29.3(2)1 Cable for Vehicle Video Detection Cameras Section 9-29.3(2)1 is a new section: Dual-Element six-conductor cable (6cDE) shall be a composite of two elements. The first element shall have five 18 AWG stranded copper conductors and each shall have polyethylene insulation, color coded White, Red, Blue, Black, and Brown. Insulation thickness shall be a minimum of 16 mils. The second element shall have one 20 AWG solid copper conductor and shall have foam polyethylene insulation with a minimum thickness f _ of 56 mils. This shall be surrounded by a 95% bare copper braid with an outer polyethylene insulation jacket with a minimum thickness of 35 mils. Both elements shall be enclosed in an outer black PVC jacket having a minimum thickness of 30 mils with ratings of 600V and 165°F. Both ratings shall be permanently ink imprinted on the outer jacket. The total diameter of the entire assembly shall be 0.50" ±0.025". Cable for Vehicle Video Detection Cameras shall be compatible with Video Detection Cameras per section 9-29.18(3)of these Special Provisions. 9-29.6(1)A Decorative Signal Poles Type II and III Section 9-29.6(1)A is a new section: The decorative steel traffic signal poles shall be capable of supporting one (1) mast arm up to sixty-five (65) feet in length and up to two (2) luminaire arms, and shall be complete in all respects. No welding will be allowed at the site at the time of erection.The vertical pole shaft shall be round tapered steel, multi-sided poles are not acceptable. The pole shaft shall consist of a maximum 17" round smooth steel tapered pole, with adequate wall thickness to meet all design requirements. The vertical section shall be continuous taper (0.14/ft.) for the entire length without a reducing cone. The pole shaft and mast arm shall meet ASTM A595 Grade A or Grade 572 specifications, minimum yield 55 KSI. The pole shall have a base plate (bolt circle per the Plans) meeting ASTM Grade A- 36 specifications welded to the pole shaft per the manufacturer's recommendations and have four (4) holes at 90 degrees to accept the properly sized anchor bolts. The pole shall have a 4" x 6" oval handhole located 18" up from the base plate to the top of the centerline of the handhole and oriented as per detail in the Signal Pole Specifications sheet. A pressure type grounding nut shall be welded 180 degrees from the handhole opening. Four (4) galvanized steel anchor bolts (design to be supplied by pole manufacturer) conforming to ASTM F1554 GR105 specifications shall be provided for each pole complete with two(2)nuts and washers for each bolt. Pole top tenon shall be 4%" OD X 11"tall with removable pole top cap. Rainier Avenue S(SR 167) Special Provisions S Grady Way to S 2nd St November 2011 SP 273 i - Fully furnished RapidRide communication cabinets will be furnished by King County Metro and installed by the Contractor at the locations shown on the Plans. All other traffic signal controllers, cabinets, and control equipment specified under this contract shall be furnished, assembled and delivered by the Contractor and tested by the City at the COR Field Maintenance Shop at 3555 NE 2"d Street, Building B, Renton,WA 98056. The tests shall check the operation of each individual component as well as the overall operation of the system. The Contractor will include the shipping costs of all equipment to the testing facility and any cost for return of failed equipment not meeting COR Standards. The Contractor shall give fourteen (14) calendar days written notice to the Engineer prior to delivering the signal control equipment to the COR Field Maintenance Shop. The equipment shall be delivered far enough in advance of actual need to allow for testing by the Contracting Agency. This may involve retesting because of failures or rejections. The Contracting Agency may require thirty-five (35)calendar days for testing the signal control equipment. This time will increase if the equipment does not meet the contract requirements or is incomplete. If more than thirty-five (35) calendar days are required for any individual testing or retesting by the Contracting Agency,an extension of time will be considered in accordance with Section 1-08.8. Tests in environment chamber will only be run as needed for type changes. . f Upon successful completion of testing by the COR Field Maintenance Department, the signal controller equipment shall be available for pickup. A certificate verifying environmental testing, if required, shall be supplied in the cabinet to the Contracting Agency for each respective control cabinet. The Contractor shall notify the Contracting Agency in writing a minimum of fourteen (14) calendar days before the Contractor is ready to pick up the signal controller cabinet. The Contractor shall not pick up the controller cabinet from the Contracting Agency until the electrical service is energized and all site preparation required to install the controller cabinet is complete. Documentation A complete documentation set shall be furnished with the control equipment prior to the start ' of testing. It shall include the following: • Serial numbers when applicable. • Written certification that equipment of the same make and model has been tested according to NEMA Environmental Standards and Test Procedures, and has met or exceeded these standards. The certificate shall include equipment model number and where, when, and by whom the tests were conducted. This certificate shall accompany each shipment of controllers. • The Contractor shall provide wiring diagrams, including a duplicate set of 3-1/2" high density diskettes containing the diagrams for all controllers in AUTOCAD Release 2000 or later and two blue-tone prints for each controller and cabinet supplied. The sheet size shall be 22 inches by 34 inches. Rainier Avenue S(SR 167) Special Provisions S Grady Way to S 2nd St November 2011 SP 276 • Wiring diagrams for all auxiliary equipment furnished. One set per cabinet. • Complete operations and maintenance manuals including complete and correct software listing and flow charts, five sets of operations and maintenance manuals per cabinet,and five sets of software listings and flow charts. • Complete operations and maintenance manuals for all auxiliary equipment. One set per cabinet. The operational and maintenance manuals for each traffic signal controller supplied including as a minimum, but not to be limited to the following: Detailed instructions for maintaining all hardware components, controller, and auxiliary equipment; a complete parts list detailing all manufacturer's identification codes; detailed wiring diagrams and schematics indicating voltage levels and pictorial description, part name, and location for all hardware components,controller,and auxiliary equipment. The supplier has 5 working days to repair or replace any components that fail during the testing process at no cost to the Contracting Agency. All failed or rejected equipment shall be removed from the COR Field Maintenance Shop within seven (7) calendar days following notification; otherwise,the failed or rejected equipment will be returned,freight collect,to the Contractor. 9-29.13(2) Flashing Operations The following items in Section 9-29.13(2)are revised as follows: 2. Police Panel Switch. When the flash-automatic switch located behind the police panel door is turned to the flash position, the signals shall immediately revert to flash and remove power from the controller. When the switch is placed on automatic, power shall be applied to the controller to initiate start-up sequence. 3. Cabinet Switches. When the flash-automatic switch located inside the controller cabinet is placed in the flash position, the signals shall immediately revert to flash; however, the controller shall continue to function. When the flash- automatic switch is placed in the automatic position, the controller shall immediately resume normal cyclic operation. Adjacent to the flash-automatic switch shall be a controller on-off switch. If the flash-automatic switch is in the automatic position and the controller on-off switch is placed in the OFF position, the signals shall immediately revert to flash. 5. Conflict Monitor. Upon sensing conflicting signals or unsatisfactory operation voltages, the conflict monitor shall immediately cause the signal to revert to flash; however, the controller shall stop time at the point of conflict. After the conflict monitor has been reset, the controller shall immediately take command of the signal displays. The following is a supplement: 6. Flash unit shall be a two-circuit type, capable of switching loads up to 1000 watts per circuit alternately at a rate of 60 flashes per minute per circuit, plus or minus two flashes per minute. Rainier Avenue S(SR 167) Special Provisions S Grady Way to S 2nd St November 2011 SP 277 9-29.13(3) Emergency Pre-emption Section 9-29.13(3) is replaced with: Immediately after a valid call has been received, the preemption controls shall cause the signals to display the required clearance intervals and subsequent preemption intervals. Preemption shall sequence as noted in the contract. Preemption equipment shall be installed so that internal wiring of the controller, as normally furnished by the manufacturer, is not altered. Termination of the pre-emption sequence shall NOT place a call on all vehicle and pedestrian phases. Pre-emption indicators, if required, shall turn on when the controller reaches the pre-empted phase. Emergency vehicle pre-emption shall be furnished as modules that plug directly into a rack wired to accept 3-M discriminator type units. The pre-emption system operation shall be compatible with the 700 Series GTT company"opticom" system which the City of Renton is currently using and shall be capable of being activated by the same transmitters. The optical signal discriminator system shall enable an authorized vehicle to remotely control traffic control signals from a distance of up to 1800 feet (0.54 kilometers) along an unobstructed "line of sight" path. The system shall cause the traffic signals controller to move into an appropriate fire pre-emption program. this optical discriminator shall interface to the 562 software, for field programmability. It shall consist of the following components: 1. Optical energy detectors which shall be mounted on the traffic signal mast arms and shall receive the optical energy emitter's signal. 2. Discriminators which shall cause the signal controller to go into internal pre- emption which will give the authorized vehicle the right of way in the manner shown on the phase sequence diagram. 3. Pre-emption Indicator Lights. Optical_Detector 1. Shall be of solid state construction. 2. Fittings shall meet the specifications of the system manufacturer to facilitate ease of installation. 3. Shall operate over an ambient temperature range of -40°F to +180°F (-40°C to +85°C). 4. Shall have internal circuitry encapsulated in a semi-flexible compound and shall be impervious to moisture. 5. Shall respond to the optical energy impulses generated by a pulsed Xenon source with a pulse energy density of 0.8 micro joule per square meter at the detector, a rise time less than one microsecond and half power point pulse width on not less than thirty microseconds. Discriminator Each module shall do the following: 1. Shall provide for a minimum of two channels of optical detector input. 2. Shall provide for a minimum of two discrete channels of optically isolated output. When a pre-emption detector detects an emergency vehicle, the phase selector shall hold the controller in the required phase or advance directly to that phase after observing all vehicle clearances. The phase selector shall hold the controller in the phase selected until the detector no longer detects the emergency vehicle. When the phase selector is responding to one detector, it shall not respond to any other detector until calls from the first detector are satisfied. Indicator lights shall indicate power on, signal being received, channel called. Switches shall control system power and simulate detector calls for each phase. Rainier Avenue S(SR 167) Special Provisions S Grady Way to S 2""St November 2011 SP 278 9-29.13(4) Wiring Diagrams Section 9-29.13(4) is modified and supplemented by retaining the first three sentences and replacing the remainder with: The controller cabinet shall have a waterproof envelope with a side access attached to the inside of the cabinet door. There shall be four (4) complete sets of controller cabinet schematics as well as manuals for all assemblies and sub-assemblies.The controller cabinet schematics shall include the intersection name, and an intersection diagram that shall include intersection phasing and loop assignments. There shall be a digital compact disk (CD)containing the controller cabinet schematics in AutoCad digital file format. 9-29.13(6) Radio Interference Suppressors Section 9-29.13(6)is supplemented by adding the following: A Cornell-Dubiler radio interference filter NF 10801-130 amps or equivalent shall be used to filter the A.C. power. Additionally, all power supplies shall have noise immunity from other devices within the cabinet. 9-29.13(7) Traffic-Actuated Controllers Section 9-29.13(7) is revised with the following: The NEMA controller shall be a Siemens Eagle Model EPAC300-M52 with a Datakey Card module with a hand-held Display Unit. Two Input / Output configurations shall be provided: a. NEMA TS-2 Type 1 for serial connection to cabinet Bus Interface Unit b. NEMA TS-2 Type 2 for direct parallel connection to load switches and detectors. In addition to NEMA requirements,the controller shall provide the following: a. Built-in 10 Base-T Ethernet with RJ-45 connector on controller front panel b. Built-in Internet Protocol (IP) address assigned by Institute of Electrical and Electronic Engineers(IEEE),one unique IP address for each controller. c. Built-in Infrared (IR) wireless port compatible with Microsoft Windows for Pocket PC Infrared RAW mode. d. Built-in 1200 bps Frequency Shift Keying (FSK) modem. Modem is optional per Agency specification. Choice of 2 or 4 wire operation per Agency specification. e. Built-in EIA-232 port for uploading and downloading applications software, as well as to update the operating system. f. Built-in C60 connector for use with removable Keyboard and Display, Personal Computer COM1 or Personal Digital Assistant (PDA). C60 protocol per Joint NEMA/AASHTO/ITE ATC standard. NEMA Traffic Signal Controller Firmware: (Addendum No. 2) The controller shall have Siemens Eagle SE-PAC firmware Version 4.0 NTCIP. 9-29.13(7)A Environmental, Performance and Test Standards for Solid-State Traffic Controller Section 9-29.13(7)A is supplemented by adding the following: Rainier Avenue S(SR 167) Special Provisions S Grady Way to S 2nd St November 2011 SP 279 The traffic signal controller assemblies including the traffic c slgnal controller, auxiliary control equipment and cabinet shall be shop tested to the satisfaction of the Engineer. Testing and check-out of all timing circuits, phasing and signal operation shall be at the City of Renton Signal Shop, Renton, Washington. The contractor shall give the city of Renton Signal Shop at least one week lead time to delivery. The contractor shall deliver the controller and cabinet to the shop and shall pick up the units at the end of the test period, deliver to the job site,and install. Allow for three weeks for testing. The Signal Shop will make space available to the Contractor for the required test demonstrations. The Contractor shall assemble the cabinet and related signal control equipment ready for testing. A complete demonstration by the Contractor of all integrated components satisfactorily functioning shall start the test period. Any malfunction shall stop the test period until all parts are satisfactorily operating. The test shall be extended until a minimum of 72 hours continuous satisfactory performance of the entire integrated system has been demonstrated. The demonstration by the Contractor to the Engineer of all components functioning properly shall not relieve the Contractor of any responsibility relative to the proper functioning of all aforestated control gear when field installed. 9-29.13(7)B Auxiliary Equipment for NEMA Controllers Section 9-29.13.(7)B is revised as follows: The following auxiliary equipment shall be furnished and installed in each cabinet for NEMA traffic-actuated controllers: 1. A solid-state Type 3 NEMA flasher with flash-transfer relay which will cut in the flasher and isolate the controller from light circuits. See Section 9-29.13(2) for operational requirements. The flasher shall be two circuit with indicator lights. The unit shall be rated for fifteen (15) amps per circuit through the entire NEMA temperature range. 2. Modular solid state relay load switches of sufficient number to provide for each vehicle phase (including future phases if shown in the Plans), each pedestrian phase and preemption sequence indicated in the contract. Type P & R cabinets shall include a fully wired 16-position back panel. Solid-state load switches shall conform to NEMA standards except only optically isolated load switches will be allowed. load switches shall include indicator lights on the input and output circuits. 3. A power panel with: a. A control-display breaker sized to provide 125 percent overload protection for all control equipment and signal displays, 30 ampere minimum. b. A 20 ampere accessory breaker wired parallel to the control display breaker. The breaker will carry accessory loads, including vent fan, cabinet light, plug receptacle,etc. c. A busbar isolated from ground and unfused for the neutral side of power supply. d. A radio interference suppresser to the output side of the control display breaker.See Section 9-29.13(6)for other requirements. Rainier Avenue S(SR 167) Special Provisions S Grady Way to S 2nd St November 2011 SP 280 e. A transient voltage protection device connected to the controller power circuit for protection against voltage abnormalities of 1 cycle or less duration. The protector shall be a solid state high energy circuit containing no spark gap,gas tube, or crow bar component.The current rating of the device shall be 15 amps minimum. The device shall provide transient protection between neutral and ground, line and ground, as well as line and neutral. If the protection circuits fail, they shall fail to an open circuit condition. The device shall meet all requirements of UL standard 1449. The suppressed voltage rating shall be 600 volts or less when subjected to an impulse of 6,000 volts, 3,000 amp source impedance, 8.0/20 microsecond waveform as described in UL 1449. In addition, the device shall withstand, without failure or permanent damage, one full cycle at 264 volts RMS. The device shall contain circuitry to prevent self-induced regenerative ringing. There shall be a failure warning indictor light which shall illuminate when the device has failed and is no longer operable. f. Cabinet ground busbar independent(150K ohms minimum)of neutral. Sections 4-13 are replaced with the following: GENERAL All mounting hardware used in the cabinet, whether it is used to secure equipment or some portion of the cabinet itself,shall be stainless steel or nickel plated brass. FAIL SAFE UNIT 1. INTRODUCTION This specification sets forth the minimum requirements for a shelf-mountable, sixteen channel, solid-state Malfunction Management Unit(MMU).The MMU shall meet, as a minimum,all applicable sections of the NEMA Standards Publication No.TS2-1998.Where differences occur,this specification shall govern. 2. MONITORING FUNCTIONS The following monitoring functions shall be provided in addition to those required by the NEMA Standard Section 4. 2.1 DUAL INDICATION MONITOR Dual Indication monitoring shall detect simultaneous input combinations of active Green (Walk),Yellow, or Red (Don't Walk)field signal inputs on the same channel. In Type 12 mode this monitoring function detects simultaneous input combinations of active Green and Yellow, Green and Red,Yellow and Red, Walk and Yellow,or Walk and Red field signal inputs on the same channel. Rainier Avenue S(SR 167) Special Provisions S Grady Way to S 2""St November 2011 SP 281 2.1.1 DUAL INDICATION MONITORING Sixteen switches labeled FIELD CHECK/DUAL ENABLES shall be provided on the MMU front panel to enable Dual Indication Monitoring on a per channel basis.The Dual Indication Monitor function shall provide two modes of operation, Dual Indication Fault and GY-Dual Indication Fault. When voltages on two inputs of a vehicle channel are sensed as active for more than 450 msec,the MMU shall enter the fault mode,transfer the OUTPUT relay contacts to the Fault position,and illuminate the DUAL INDICATION indicator.The MMU shall remain in the fault mode until the unit is reset by the RESET button or the EXTERNAL RESET input. When voltages on two inputs of a vehicle channel are sensed as active for less than 200 msec,the MMU shall not transfer the OUTPUT relay contacts to the Fault position. When operating in the Type 16 mode with Port 1 communications enabled, Bit#68(Spare Bit#2)of the Type#129 response frame shall be set to indicate a Dual Indication fault has been detected. Dual Indication Monitoring shall be disabled when the RED ENABLE input is not active. 2.1.2 GY-DUAL INDICATION MONITOR GY-Dual Indication monitoring shall detect simultaneous inputs of active Green and Yellow field signal inputs on the same channel. It will be used to monitor channels which have an unused Red field signal input tied to AC LINE such as a five section signal head. GY-Dual Indication Monitoring shall be enabled by a front panel option switch.When the GY-Dual Indication Monitoring option is enabled, all channels which have the front panel FIELD CHECK/DUAL ENABLE switches OFF shall be individually monitored for simultaneous active Green and Yellow field signal inputs.All channels which have the front panel FIELD CHECK/DUAL ENABLE switches ON (i.e.enabled for Dual Indication Monitoring)shall function as described above in Dual Indication Monitoring. 2.2 FIELD CHECK MONITORING Sixteen switches labeled FIELD CHECK/DUAL ENABLES shall be provided on the MMU front panel to enable Field Check Monitoring on a per channel basis.The Field Check Monitor function shall provide two modes of operation, Field Check Fault and Field Check Status. Field Check Monitoring shall be disabled when the RED ENABLE input is not active.The Field Check Monitoring function shall be disabled in the Type 12 mode. 2.2.1 FIELD CHECK MONITOR In the Field Check Fault mode,when the field signal input states sensed as active or inactive by the MMU do not correspond with the data provided by the Controller Unit in the Type#0 message for 10 consecutive messages,the MMU shall enter the fault mode,transfer the Rainier Avenue S(SR 167) Special Provisions S Grady Way to S 2nd St November 2011 SP 282 OUTPUT relay contacts to the Fault position, and illuminate the FIELD CHECK FAIL indicator.The Channel Status Display shall indicate the channels on which the Field Check fault was detected. Bit#67 (Spare Bit #1)of the Type#129 response frame shall be set to indicate a Field Check fault has been detected.The MMU shall remain in the fault mode until the unit is reset by the RESET button or the EXTERNAL RESET input. 2.2.2 FIELD CHECK STATUS The Field Check Status mode shall work in combination with the other fault monitoring functions of the MMU.When a Conflict, Red Fail, Clearance Fail,or Dual Indication Fail triggers the MMU,the Channel Status Display and Fault Status Display shall correspond to that detected fault. If Field Check errors were detected while the fault was being timed,the inputs on which the Field Check errors were detected shall double pulse at the same time as the FIELD CHECK STATUS indicator. Bit #67(Spare Bit#1)of the Type#129 response frame shall also be set to indicate Field Check errors have been detected. 2.3 RECURRENT PULSE MONITORING The Signal Monitor shall detect Conflict, Red Fail,and Dual Indication faults that result from intermittent or flickering field signal inputs. These recurring pulses shall result in a latching fault with the RECURRENT PULSE STATUS indicator illuminated along with the resulting Conflict, Red Fail,or Dual Indication indicator.An option switch shall be provided to disable the RP detect function for testing purposes. When operating in the Type 16 mode with Port 1 communications enabled, Bit#69(Spare Bit#3)of the Type#129 response frame shall be set to indicate a Recurrent Pulse status has been detected. 2.4 EXTERNAL WATCHDOG MONITOR The MMU shall provide the capability to monitor an optional external logic level output from a Controller Unit or other external cabinet circuitry. If the MMU does not receive a change in state on the EXTERNAL WATCHDOG input for 1500 msec(±100 msec),the MMU shall enter the fault mode,transfer the OUTPUT relay contacts to the Fault position,and illuminate the CVM/WATCHDOG indicator.The MMU shall remain in the fault mode until the unit is reset by the RESET button or the EXTERNAL RESET input.An MMU ` Power Failure shall reset the CVM/WATCHDOG fault state of the monitor. The EXTERNAL WATCHDOG input shall be wired to connector MSB-S. j When operating in the Type 16 mode with Port 1 communications enabled, Bit#70(Spare Bit#4)of the Type#129 response frame shall be set to indicate an External Watchdog fault has been detected. z i 2.5 WALK DISABLE OPTION The MMU shall provide the capability to exclude the Walk inputs from the i Red Fail fault detection algorithm when operating in the Type 12 mode. When the option is selected,the absence of signals on the Green,Yellow, i I Rainier Avenue S(SR 167) Special Provisions S Grady Way to S 2"'St November 2011 SP 283 t and Red field outputs of a channel will place the MMU-16 unit into the fault mode,transfer the OUTPUT relay contacts to the Fault position, and illuminate the RED FAIL indicator.. 2.6 TYPE FAULT MONITOR The MMU shall verify at power-up that the Type 12 or Type 16 operating mode as determined by the TYPE SELECT input is consistent with the mode set by the last external reset. Detection of a Type Fault shall place the MMU into the fault mode,transfer the OUTPUT relay contacts to the Fault position, illuminate the DIAGNOSTIC indicator,and flash the TYPE 12 indicator at a 2Hz rate.The MMU shall remain in the fault mode until the unit is reset by the RESET button or the EXTERNAL RESET input.An MMU Power Failure shall reset the Type Fault state of the monitor. 2.7 CONFIGURATION CHANGE MONITOR On power-up, reset,and periodically during operation,the Signal Monitor shall compare the current configuration settings with the previously stored value. If the settings have changed,the Signal Monitor shall automatically log the new setting.These settings shall include the Program Card jumpers and all switches. A programming option shall be provided such that any change in the configuration parameters shall cause the Signal Monitor to enter the fault mode causing the Output relay contacts to close and enabling the Stop-Time output to the controller.To indicate this fault mode the PGM CARD/CF indicator shall flash at a 4 Hz rate. Depressing the Reset button for 3 seconds shall be required to clear this fault and log the new configuration parameters. If the programming option is not selected,the unit shall not set the fault mode but will still log the configuration change. 2.8 CVM LOG DISABLE The MMU shall provide a means to disable the logging of CVM fault events. 3. DISPLAY FUNCTIONS The following display functions shall be provided in addition to those required by the NEMA Standard Section 4. 3.1 FULL INTERSECTION CHANNEL STATUS DISPLAY A separate Red,Yellow,and Green indicator shall be provided for each channel to show full intersection status simultaneously. For Type 12 mode operation the Walk input status shall be shown on channel indicators 13 through 16. 3.2 FAULT CHANNEL STATUS DISPLAY During normal operation the 48 Channel Status indicators shall display all active signals. In the fault mode the Channel Status indicators shall display Rainier Avenue S(SR 167) Special Provisions S Grady Way to S 2nd St November 2011 SP 284 i all signals active at the time of the fault for six seconds and then indicate the channels involved in the fault for 2 seconds. 3.3 FIELD CHECK STATUS DISPLAY The FIELD CHECK FAIL indicator shall illuminate when a Field Check Fault is detected.The Channel Status display shall show the channels on which the Field Check fault occurred. If Field Check errors occurred during a Conflict Fault, Red Fail, Clearance Fail, or Dual Indication Fail the FIELD CHECK STATUS indicator shall illuminate.The channels on which the Field Check Status was detected during the fault shall double pulse on the Channel Status Display at the same time as the FIELD CHECK STATUS indicator. 3.4 RECURRENT PULSE STATUS DISPLAY If Recurrent Pulse inputs were detected during a Conflict Fault, Red Fail,or Dual Indication Fail the RECURRENT PULSE STATUS indicator shall illuminate. The channels on which the Recurrent Pulse Status was detected during the fault shall double pulse on the Channel Status Display at the same time as the RECURRENT PULSE STATUS indicator. 3.5 DISPLAY INDICATORS The following display indicators shall be provided in addition to those required by the NEMA Standard Section 4. 3.5.1 TYPE 12 MODE INDICATOR The TYPE 12 indicator shall illuminate when the MMU is programmed for Type 12 operation. If a Type Fault is detected the DIAGNOSTIC indicator shall illuminate and the TYPE 12 indicator shall flash at a rate of 2Hz. 3.5.2 DUAL INDICATION The DUAL INDICATION indicator shall illuminate when a DUAL INDICATION Fault is detected.The Channel Status display shall show the channels which were detected as DUAL INDICATION. 3.5.3 POWER INDICATOR The POWER indicator shall flash at a rate of 2Hz when the AC LINE voltage is below the drop-out level. It shall illuminate steadily when the AC LINE voltage returns above the restore level. 3.5.4 PORT 1 RECEIVE INDICATOR The RECEIVE indicator shall illuminate for a 33 msec pulse each time a Port 1 message is correctly received from the Controller Unit. 3.5.5 PORT 1 TRANSMIT INDICATOR The TRANSMIT indicator shall illuminate for a 33 msec pulse each time a Port 1 message is transmitted from the MMU. Rainier Avenue S(SR 167) Special Provisions S Grady Way to S 2nd St November 2011 SP 285 i 3.5.6 RS232 RECEIVE INDICATOR The COMM indicator shall illuminate for a 33 msec pulse each time a message is correctly received on the RS-232 port. 3.5.7 PROGRAM CARD/CF INDICATOR The PGM CARD indicator shall illuminate if the Programming Card is absent or not seated properly in the edge connector.The PGM CARD indicator shall flash at a 4 Hz rate if the MMU has been triggered by a Configuration Change fault. 3.5.8 Y+R CLEARANCE INDICATOR The Y+R CLEARANCE indicator shall illuminate when the MMU has been triggered by a Yellow Change plus Red Clearance fault. 3.5.9 FIELD CHECK FAIL INDICATOR The FIELD CHECK FAIL indicator shall illuminate when the MMU has been triggered by a Field Check fault. 3.6 OPERATING MODES The MMU shall operate in both the Type 12 mode and Type 16 mode as required by the NEMA Standard. 4. HARDWARE 4.1 ENCLOSURE 4.1.1 The MMU shall be compact so as to fit in limited cabinet space. It shall be possible to install on a shelf that is at least 7" deep. Overall dimensions, including mating connectors and harness, shall not exceed 10.5"x 4.5"x 11" (H x W x D). 4.1.2 The enclosure shall be constructed of sheet aluminum with a minimum thickness of 0.062", and shall be finished with an attractive and durable protective coating. Model, serial number, and program information shall be permanently displayed on the top surface. 4.2 ELECTRONICS 4.2.1 A microprocessor shall be used for all timing and control functions. Continuing operation of the microprocessor shall be verified by an independent monitor circuit, which shall force the OUTPUT RELAY to the de-energized "fault" state and indicate an error message if a pulse is not received from the microprocessor within a defined period not to exceed 500 ms. 4.2.2 High speed sampling techniques shall be used to determine the true RMS value of the AC field inputs. Each AC input shall be sampled at Rainier Avenue S(SR 167) Special Provisions S Grady Way to S 2M St November 2011 SP 286 least 32 times per line cycle. The RMS voltage measurement shall be insensitive to phase,frequency,and waveform distortion. 4.2.3 In the interest of reliability, only the PROM memory device for the microprocessor firmware shall be socket mounted. The PROM Memory socket shall be a precision screw machine type socket with a gold contact finish providing a reliable gas tight seal. Low insertion force sockets or sockets with "wiper"type contacts shall not be acceptable. 4.2.4 All user programmed configuration settings shall be stored in an electrically erasable programmable read-only memory (EEPROM) or front panel DIP switches. Designs using a battery to maintain configuration data shall not be acceptable. 4.2.5 All 120 VAC field terminal inputs shall provide an input impedance of at least 150K ohms and be terminated with a resistor having a power dissipation rating of 0.5 Watts or greater. 4.2.6 All electrical components used in the MMU shall be rated by the component manufacturer to operate over the full NEMA temperature range of-34oC to+74oC. 4.2.7 All printed circuit boards shall meet the requirements of the NEMA Standard plus the following requirements to enhance reliability: a. All plated-through holes and exposed circuit traces shall be plated with solder. b. Both sides of the printed circuit board shall be covered with a solder mask material. C. The circuit reference designation for all components and the polarity of all capacitors and diodes shall be clearly marked adjacent to the component. Pin #1 for all integrated circuit packages shall be designated on both sides of all printed circuit boards. d. All electrical mating surfaces shall be gold plated. e. All printed circuit board assemblies shall be coated on both sides with a clear moisture-proof and fungus-proof sealant. 4.3 FRONT PANEL&CONNECTORS 4.3.1 All displays, configuration switches, and connectors shall be mounted on the front panel of the MMU. All MMU configuration inputs beyond those required by the NEMA Standard shall be provided by front panel mounted DIP switches and shall be clearly labeled. Configuration DIP switches shall be provided for the following functions: a. Field Check/Dual Enables 1-16 b. GY-Dual Indication Enable(GY ENABLE) C. Recurrent Pulse Test Disable (RP DISABLE) Rainier Avenue S(SR 167) Special Provisions S Grady Way to S 2nd St November 2011 SP 287 I d. External Watchdog Enable(WD ENABLE) e. Walk Disable(Type 12) f. Configuration Change Fault Enable (CF ENABLE) g. CVM Log Disable 4.3.2 MS CONNECTORS The MS connectors on the MMU shall have a metallic shell and be attached to the chassis internally.The connectors shall be mounted on the front of the unit in accordance with the following:Connector A shall intermate with a MS 3116 22-55 SZ,and Connector B shall intermate with a MS 311616-26 S. In the interest of reliability and repair ability, printed circuit board mounted MS connectors shall not be acceptable. Internal MS harness wire shall be a minimum of AWG#22, 19 strands. 4.3.3 EIA-232 PORT The EIA-232 port shall be electrically isolated from the MMU electronics using optical couplers.The connector shall be an AMP 9721A or equivalent 9 pin metal shell D subminiature type with female contacts. Pin assignments shall be as shown in the following table: PIN FUNCTION 1 DCD* 2 TX DATA 3 RX DATA 4 DTR(Data Terminal Ready) 5 SIGNAL GROUND 6 DSR* 7 DSR* 8 CTS* 9 NC *Jumper options shall be provided to allow the connection of Pin #4 to be made with Pin #7, and the connection of Pin #8 to be made with Pin#1 and or Pin#6. 5 EVENT LOGGING FUNCTIONS The Signal Monitor shall be capable of storing in non-volatile memory a minimum of 100 events. Each event shall be marked with the time and date of the event.These events shall consist of fault events,AC Line events, reset events,and configuration change events.The capability to assign a four digit identification number and 30 character description to the unit shall be provided. The event logs shall be uploaded to a PC using the serial port of the Signal Monitor and Windows 9x based software provided by the manufacturer. Each event log report shall contain the following information: a) Monitor ID#: a four digit (0000-9999) ID number and 30 character description assigned to the monitor. b) Time and Date:time and date of occurrence. Rainier Avenue S(SR 167) Special Provisions S Grady Way to S 2 O St November 2011 SP 288 c) Event Number: identifies the record number in the log. Event#1 is the most recent event. 5.1 MONITOR STATUS REPORT(CS) The Current Status report shall contain the following information: a) Fault Type:the fault type description. b) Field Status: the current GYR(W) field status and field RMS voltages if the monitor is not in the fault state, or the latched field status and field RMS voltages and fault channel status at the time of the fault. C) Cabinet Temperature: the current temperature if the monitor is not in the fault state, or the latched temperature at the time of the fault. d) AC Line Voltage: the current AC Line voltage and frequency if the monitor is not in the fault state, or the AC Line voltage and frequency at the time of the fault. e) Control Input Status: the current state and RMS voltages of the Red Enable input & Load Switch Flash bit input if the monitor is not in the fault state, or the status latched at the time of the fault. 5.2 PREVIOUS FAULT LOG (PF) The Previous Fault log shall contain the following information: a) Fault Type:the fault type description. b) Field Status: the latched field status with RMS voltages, fault channel status, RP Detect status and Field Check status at the time of the fault. c) Cabinet Temperature: the latched temperature at the time of the fault. d) AC Line Voltage: the AC Line voltage &frequency at the time of the fault. e) Control Input Status: the latched state of the Red Enable input at the time of the fault. 5.3 AC LINE EVENT LOG (AC) The AC Line log shall contain the following information: a) Event Type: describes the type of AC Line event that occurred. Power-up-AC on, monitor performed a cold start Interrupt-AC Line< Brownout level Restore - AC restored from AC brown-out or AC interruption (AC Off), no cold start • AC Line Voltage: the AC Line voltage & frequency at the time of the event. 5.4 MONITOR RESET LOG (MR) The Monitor Reset log shall contain the following information: Rainier Avenue S(SR 167) Special Provisions S Grady Way to S 2nd St November 2011 SP 289 i a) The monitor was reset from a fault by the front panel Reset button,or External Reset input,or a non-latched event clear. 5.5 CONFIGURATION CHANGE LOG (CF) The Configuration Change log shall contain the following information: a. The status of all configuration programming including the contents of the Program Card,all configuration dip switches and option switches. b. Any configuration programming inputs such as 24V Inhibit, Port 1 Disable,Type select. C. Configuration CRC: A unique CRC value which is based on the configuration of items#a and#b above. The log shall also indicate which items have been changed since the last log entry. 5.6 SIGNAL SEQUENCE LOG (SSQ) A log shall be provided that graphically displays all field signal states for up to 30 seconds prior to the current fault trigger event.The resolution of the display shall be at least 50 milliseconds. SURGE PROTECTOR(LIGHTING ARRESTER) The controller shall have an input voltage surge protector that shall protect the controller input from any voltage surges that could damage the controller or any of its components. FIELD WIRING TERMINAL There shall be a terminal strip for field wiring in the controller cabinet. The terminals shall be numbered in accordance with the schematic wiring diagram on the Plans. If a different numbering system is used for the cabinet wiring, then both numbers shall label each terminal and the cabinet wiring schematic drawing shall include the field wiring numbers where the terminal strip is illustrated. A common bus bar with a minimum of 15 terminals and a ground bar with a minimum of 6 terminals shall be provided. COMPUTER INTERFACE UNIT Interface communication devices shall be designed as separate units or as modules that plug directly into the controller case. The communication devices shall be used for on-line computer control of the intersection and shall be capable of transmitting all detector and signal status information and receiving and decoding command information from the computer all in conformance and within the capability of the multisonic master computer unit or other central system as specified in the Plans and specifications and the interconnect cables. DOOR SWITCH A door switch shall be provided on the signal cabinet door interfacing with the signal conflict monitor. In the event that the conflict monitor has been left disconnected, the signal display shall immediately flash when the signal cabinet door is closed.The signal Rainier Avenue S(SR 167) Special Provisions S Grady Way to S 2nd St November 2011 SP 290 I display shall remain in flash when the cabinet door is reopened. The signal display shall also remain in flash if a power recovery occurs with the door open and if the conflict monitor is not installed. A reset switch located on the load-bay shall be provided to clear both of these flashing conditions. A second door switch shall be provided to operate the cabinet light. UNIVERSAL DETECTOR INPUT PANEL A universal detector input panel shall be provided on the left sidewall of the cabinet. This panel shall be usable with any NEMA TS1 Controller and shall include a detector matrix to assign detector outs to any controller detector input on the A, B, C or D cable. WIRE COLOR SCHEME All 120VAC circuits shall use black wire. All other circuits shall not use black wires. Color traces shall be used to identify functions. Red wire is to be used for all 24VDC circuits,and blue for logic ground circuits. PREEMPTION INDICATOR LIGHT The preemption indicator light shall be energized when the emergency vehicle preemption system is in operation. Said light shall turn on when a phase is preempted and the priority green is displayed. There shall be one indicator light for each of the four emergency vehicle preempt channels. POWER REQUIREMENTS The controller cabinet and all associated equipment shall be designed for use on 120 volts,60 Hz., single phase alternating current. LOADBAY The controller cabinet shall contain a loadbay panel with the following minimum requirements: 1. The loadbay shall be wired for 8 vehicle phases, 4 pedestrian phases, 4 overlap phases and 16 loadswitch positions. 2. The loadbay shall incorporate a swing down design to facilitate ease of maintenance and repair. It shall have service loops with sufficient slack to allow for the load bay to swing down without any of the harnesses being unsecured. Panels mounted on the sides, and shelves shall not interfere with the swing down operation. The loadbay width shall not exceed 34". To obtain this size, loadswitch sockets may be on 1.9375"centers. 3. The loadbay shall be located in the front of the rear wall of the cabinet. 4. Terminal blocks for terminating field wiring shall be supplied. No wires are permitted on the field side of the blocks. This includes wires for flash control. 5. Flash programming shall be done with the use of 9 pin Molex connectors. The connectors shall also provide a means to select which flasher circuit is used. The pin assignments of these connectors shall comply with existing standards. 6. The loadbay shall be designed with an intuitive layout to facilitate maintenance. A vertical terminal block for each phase will be mounted above the corresponding Rainier Avenue S(SR 167) Special Provisions S Grady Way to S 2nd St November 2011 SP 291 i phase loadswitch. All controller functions for that phase will terminate on that terminal block. 7. The loadbay shall be designed to incorporate the use of supplemental loads. These loads shall be chassis mounted. The use of "sky hooks" to mount components is unacceptable. Supplemental load resistors are to be provided for all odd phase's red,yellow and green. 8. All pedestrian monitor input wires shall be terminated on banana jacks to allow easy reprogramming in the future. 9. All load switches, flasher, and flash transfer relay sockets shall be mounted with screws. Clip mounting is unacceptable. 10. The loadbay shall incorporate a relay to remove 24VDC from the load switches during flash. Immediately below this relay there shall be mounted a NC push button switch to reapply the 24VDC for trouble shooting purposes. 11. All wiring shall be color-coded. Wire with a black base color shall be used for all 120VAC circuits; all other circuits will not use black. Red, yellow and green traces shall be used to identify related functions on both black and not black wires. Red shall be used for 24VDC circuits 12. The loadbay shall be a Cascade Signal Corporation assembly #361 or a pre- approved equal. TECHNICIAN TEST PANEL The maintenance panel shall be hinged for easy interior access. The maintenance panel shall have the 20 AMP GFI and have the following switches and indicators: Flash/Automatic Stop Time-3-position switch,On-OFF-On Flash (with Stop Time indicator light, LED). Controller Power-On/Off Vehicle Call-Push buttons- Phase 1 through 8 Ped Call- Push buttons-Phase 2,4,6&8 Preemption-Test push buttons-A, B,C,& D LIGHT, FAN AND THERMOSTAT ASSEMBLY The fan and thermostat assemblies shall be located on the top inside of the cabinet and shall be attached to the plenum. One (1) complete fan assembly shall be furnished in each cabinet. The cabinet light is to be an fluorescent and operated by a NC door operated switch. The fan shall be rated at 100-CFM minimum and shall have ball bearings. Sleeve bearings are expressly forbidden. The fan shall have screened covers. The thermostat shall be 120 VAC and have a temperature rating of 70 to 120 degrees Fahrenheit. An RC network shall be provided across the positive and negative inputs to the fan. FLASH TRANSFER RELAY Flash transfer relays shall be provided with each cabinet. Six(6)each shall be supplied with the Type 'P' cabinet. A thin copper disc called a non-freeze pin shall be included in the relay design to combat the residual magnetism phenomena. The uses of tape, plastic or dimples are not acceptable solutions. Rainier Avenue S(SR 167) Special Provisions S Grady Way to S 2nd St November 2011 SP 292 I LOADSWITCHES The load switches shall be a three-(3) function NEMA and shall have LED indicator lights that show the input side of the relay. The unit shall be rated for a minimum of ten (10)amps per circuit through the entire NEMA temperature range. 1 DETECTOR CARD CAGE The detector card cage shall be a completely enclosed assembly. It shall have 12 positions and wired for two channel detector amps as specified in section 9-29.18.The last two card cage slots shall be wired for the emergency pre-emption modules described in section 9-29.13(3). The detector power supply(s) shall occupy the first two slots of the card cage. UNIVERSAL PROGRAM PANEL The controller cabinet shall be provided with a raised universal Program Panel, with connectors attached in lieu of a "D" cable. A cable shall be provided to work with the controller specified. The attached connectors and pin assignments shall be consistent with existing standards. The panel shall contain 2 dual surge suppressors, SRA64. These are to be wired for protection of the telemetry lines. The panel shall contain ten 20 position feed through terminal blocks, and one 6 position terminal block. The function and layout of these terminal blocks shall be consistent with existing standards. The first block shall be used to input to the controllers normal 8 phase inputs on the A, B and C cables. Pull up resistors shall be provided on this block to insure compatibility with both TS1 and TS2 detectors. The second and third blocks shall be the detector out puts from the card cage(s). The fourth block shall be the detector inputs to the"D"cable.The fifth and seventh blocks shall be the green inputs into the card cages. The sixth block shall have the controller greens and reds. The remaining blocks shall have miscellaneous "D" functions laid out consistent with existing standards. The panel shall be a Cascade Signal Corporation assembly#564 or a pre-approved equal. The "D" cable provided must work with an Eagle M-50 controller. The table below indicates the standard field detector numbers and the standard controller detector numbers. TABLE—Traffic signal Controller Input (From the Detector Field Termination Panel through the Universal Program Panel to Controller Detector Controller Detector Controller # Input# # Input# 1 1 9 9 2 2 10 10 3 3 11 11 4 4 12 12 5 5 13 13 6 6 14 14 Rainier Avenue S(SR 167) Special Provisions S Grady Way to S 2n0 St November 2011 SP 293 i 7 7 15 15 8 8 16 16 CABINET QUALITY The cabinet shall be compliant to both mechanical and function specification prior to being shipped to owner. 1. Cabinet and hardware will comply with project specification. 2. Function compliance will be tested with power applied. 3. All cabinet and loadbay functions will pass point-to-point tests including expansion requirements. 4. All field detector inputs must be checked from field connection point to controller. Cabinet issues and clarifications need to be documented and addressed prior to Delivery. This agency will NOT provide QA or testing service for the delivered cabinet. Testing done by this agency is not in lieu of manufacturer test requirements. 9-29.13(7)D NEMA Controller Cabinets Section 9-29.13(7) is replaced with the following: (*****) I The standard traffic signal controller cabinet shall be a NEMA TS2 Type V. The traffic signal cabinet(s) built to NEMA TS1 standards shall be supplied in compliance with Section 9-29.13,Traffic Signal Cabinet of the Standard Specification 2000 and modified as stated herein. All new traffic signals located within a signal interconnect system shall be connected to said system. The following are requirements for all cabinets: , 1. The cabinet shall be anodized aluminum, with a minimum thickness of 0.125 inches. 2. All sheet metal products incorporated within this cabinet are to be aluminum, shall be a minimum thickness of 0.090 inches and are to be powder coated white. 3. The dimensions shall be 55" High x 44"Wide x 26" Deep. 4. No vertical seams shall be allowed except for the attachment of the panels above and below the door. The cabinet sides and back shall be fabricated of one continuous piece of sheet aluminum. All interior seams shall be continuously welded. 5. The roof shall be fabricated of one (1) continuous piece of sheet aluminum and shall incorporate a plenum to which the fan will be mounted from the inside of the cabinet to provide forced air ventilation. The ventilation exhaust opening of the unit shall be underneath the front overhang and shall have a screen. The roof section shall be continuously welded to the main cabinet body. 6. The cabinet interior shall be painted white and the shelves shall be white. The inside of the cabinet door does not need to be white. Rainier Avenue S(SR 167) Special Provisions S Grady Way to S 2n0 St November 2011 SP 294 7. The Cabinet shall be base mounted. The Type P cabinets shall have four (4 ) mounting holes on the bottom of the unit. The mounting holes will be: Center to center width: 40-5/8- Center to center in depth: 18-1/2" 8. The main door of the cabinet shall include a police door. Stainless steel hinges shall support both the main door and police door. 9. The main door shall be equipped with a three (3) point latching mechanism, fabricated from heavy gauge steel with steel locking rods and twin nylon rollers. This mechanism is to be cadmium plated. Main door shall be provided with a doorstop to securely hold the door open at approximately 90 degrees, 120 degrees,and 180 degrees. 10. Included with the main door shall be a replaceable filter, 12" x 16" x 1", which shall be located behind the louvered vents and secured with a aluminum cover, holding clips and spring. 11. Door handle shall be made of stainless steel and have a provision for padlocking. 12. Two (2) shelves or more shall be included and shall be of sufficient depth to store equipment,and be powder coated white. 13. A pullout shelf with an internal document storage compartment mounted under the controller shelf shall be supplied.The document drawer shall have a nominal storage area of approximately 17"W x 12" D x 1" H as approved by the Engineer. 14. All mounting hardware used in the cabinet, whether it is used to secure equipment or some portion of the cabinet itself, shall be stainless steel or nickel plated brass. 15. The cabinet shall be supplied with a standard Lock, Best CX-1, Red Construction Core for the main door and a standard police lock for the police door. Two (2) keys for each lock shall be included. 1 Cabinets for traffic signals and safety lighting shall comply with Section 9-29 of the Standard Specifications for Road, Bridge and Municipal construction 2010, except as supplemented by the requirements herein. The cabinet shall be anodized aluminum and painted white inside, with a minimum thickness of 0.080 or 0.125 inches as indicated herein.The cabinet shall be fabricated from flat aluminum and welded. The riveted type fabrication will not be permitted. All cabinets shall be supplied with a standard Best CX-1 Lock, Red Construction Core. All control cabinets shall include but not be limited to switches, relays, flashers, power supply, component racks, terminals, wiring harnesses, lights, interior and exterior hardware and/or related components, and when specified on the Plans and special provisions, shall include operating components, such as controller, modems, loop amplifiers, load switches, preempt module,and signal monitor. Additional fiber optic equipment (fiber optic patch panel, fiber optic splice tray and modem)shall be supplied per Section 8-40 Fiber Optic Cable Equipment. Cabinet mounting and installation The foundation for a cabinet shall be a concrete pedestal of the same size as the base of the cabinet with one foot of the foundation above the adjacent grade. The pedestal shall be poured in place and shall be 12 inches below grade and 12 inches above Rainier Avenue S(SR 167) Special Provisions S Grady Way to S 2nd St November 2011 SP 295 i grade. A sidewalk shall be provided on all sides of a cabinet and poured in place with the cabinet foundation. Refer to Cabinet Foundation details on project Plans for concrete pedestals where multiple cabinets are to be installed on one pad. 9-29.16(2) Conventional Traffic Signal Heads Section 9-29.16(2) is supplemented by adding the following: Vehicular signal heads shall have 12 inch lens sizes unless shown otherwise on the signal Plans. Each signal head shall have a 1/4 inch drain hole in its base. Signal heads shall be mounted on the mast arm such that the red indicators lie in the same plane and such that the bottom of the housing of a signal head shall not be less than 16 feet 6 inches nor more than 18 feet 6 inches above the grade at the center of the roadway. 9-29.16(2)A Optical Units Section 9-29.16(2)A has been revised as follows: Light Emitting Diode(LED) light sources are required for all displays. 9-29.16(2)B Signal Housing i The fifth paragraph of Section 9-29.16(2)B has been revised as follows: Each lens shall be protected with a removable visor. The visor shall be tunnel type unless noted otherwise in the contract. Tunnel, cap, and cut away type visors shall be made of aluminum throughout. Visors shall be flat black in color inside and shall be yellow baked enamel on the outside. Visors shall have attaching ears for installation to the housing door. The signal display shall have square doors. End caps shall be made from aluminum and shall be installed with fittings to provide a watertight seal. A bead of silicone sealant shall be applied around the perimeter of all top end cap openings prior to installation of the end cap assembly. Plastic end caps shall utilize a threaded stud with seal and wing nut. End caps shall have the same color as the signal housing. 9-29.16(2)C Louvered Visors Section 9-29.16(2)C has been revised as follows: Where noted in the Contract, louvered tunnel visors shall be furnished and installed. Directional louvers shall be constructed to have a snug fit in the signal visor. The outside cylinder shall be constructed of aluminum, and the louvers shall be constructed of anodized aluminum painted flat black. Dimensions and arrangement of louvers shall be as shown in the contract. 9-29.16(2)D Back Plates Section 9-29.16(2)d has been deleted and replaced with: (******) Back plates shall be furnished and attached to the signal heads. Back plates shall be constructed of anodized, 3-S half-hard aluminum sheet, 0.058-inch minimum thickness, with 5-inch square cut border and painted black in front and yellow in back. Rainier Avenue S(SR 167) Special Provisions S Grady Way to S 2nd St November 2011 SP 296 9-29.16(2)E Painting Signal Heads Section 9-29.16(2)E has been revised as follows: Traffic signal heads (vehicle and pedestrian) shall be finished with two coats of factory applied traffic signal federal yellow baked enamel or shall be finished with a traffic signal federal yellow oven baked powder coating comprised of resins and pigments.Aluminum end caps and the back of back plates shall be painted to match the color of the signal housing. The inside of visors, front of back plates, and louvers shall be finished with two coats of factory applied flat black enamel. 9-29.17 Signal Head Mounting Brackets and Fittings Section 9-29.17 is replaced as follows: Mounting hardware will provide for a rigid connection between the signal head and mast arm. All mounting hardware will be of the top-mount plumbizer type as shown on the standard Plans, unless specified otherwise on the Plans. Vehicle and pedestrian signal head mountings shall be as detailed in the Standard Plans. Material requirements for signal head mounts are as follows: Aluminum 1. Arms and slotted tube fittings for Type N mount(temporary signals only). 2. Tube clamp and female clamp assembly for Type N mount. Bronze 1. Terminal compartments for Type A, B,C, F, H, and K mounts. 2. Collars for Type C, D,and F mounts. 3. Ell fittings for Type L and LE mounts. 4. Messenger hanger and wire entrance fittings for Type P,Q, R,and S mounts. 5. Balance adjuster for Type Q, R,and S mounts. Galvanized Steel 1. Washers for Type A, B,C, D, F, H,and K mounts. 2. Fasteners for Type A, B, E, H, and K mounts. Stainless Steel 1. All set screws and cotter Keys. 2. Bands for Type N mount. 3. Bolt, nut and washers for Type L mount. 4. Bolts, nuts,washers, and screw buckle swivels. Steel 1. Center pipes, nipples,elbow and tee fittings for Type A, B,C, F, H, and K mounts. 2. Nipples for Type L, LE,and P mounts. All other miscellaneous hardware shall be stainless steel. All hardware for mounts shall be painted with two coats of factory applied traffic signal federal yellow baked enamel. Pins for messenger hanger fittings shall be a minimum of 1/2 inch in diameter. Terminal compartments for Type A, B, C, F, H, and K mounts shall contain a 12 section terminal block. All hardware for mounts shall be painted with two coats of factory applied traffic signal Federal yellow baked enamel. Rainier Avenue S(SR 167) Special Provisions S Grady Way to S 2nd St November 2011 SP 297 9-29.18(1) Induction Loop Detectors Section 9-29.18(1) is replaced with: 2 Channel Rack Mount Detector Specifications: The detector shall be a Reno A&E model C or a pre-approved equal meeting the following specifications: PHYSICAL Weight: 6 oz. (170 gm.). Size: 4.500 inches(11.43 cm.) high x 1.12 inches(2.84 cm.)wide x 6.875 inches(17.46 cm.) long including connector(not including front handle). Operating Temperature: -40°F to+180°F(-40°C to+82°C) Circuit Board: Printed circuit boards are 0.062in. FR4 material with 2 oz. copper on both sides and plated through holes. Circuit board and components are conformal coated with polyurethane. Connector: 2 x 22 pin edge card connector with 0.156-inch (0.396 cm.) contact centers. Key slots located between B&C and M &N. Loop Feeder Length: Up to 5000 feet(1500m.) maximum with proper feeder cable and appropriate loops. ELECTRICAL Power: 10.8 to 30 VDC, 120 mA max. Loop Inductance Range:20 to 2500 microHenries with a Q factor of 5 or greater. Loop Inputs:Transformer isolated. The minimum capacitance added by the detector is 0.068 microFarad. Lightning Protection: The detector shall be able to tolerate, without damage, a 10 microFarad capacitor charged to 2,000 volts being discharged directly into the loop input terminals, or a 10 microFarad capacitor charged to 2,000 volts being discharged between either loop terminal and earth ground. Reset: Shall meet and/or exceed NEMA TS 1 and TS 2 detector specifications. Application of a 30-millisecond low state (0 to 8 VDC) to pin C shall reset both channels. Each detector channel shall be manually reset by pressing the CHAN button until the desired channel is selected,then holding the CHAN button for 3 seconds,or by changing the sensitivity or loop frequency of the channel. Phase Green Inputs:Also known as Call Delay Overrides. Shall meet and/or exceed all NEMA TS 1 and TS 2 requirements. Application of a Low state voltage (0 to 8 VDC) to pin 1(Ch. 1) and/or pin 2 (Ch. 2) shall cause the delay timer for the channel to abort the delay timing function and also provide control for Phase Green Loop Compensation, Max Presence Timing (End-of-Green), Extension timing,and Detector Disconnect, if the features are programmed. Fail-Safe Outputs: Per NEMA TS 2 - conducting state indicates detection output. Each detector channel output shall default to a CALL state for any loop failure condition or loss of power. Channel Status Outputs: Per NEMA TS 2 - Each channel shall have an output to communicate the status states of the channel as follows: Normal operation Continuous Low or On State Detector failure Continuous High or Off State Openloop 50 millisecond On time,50 millisecond Off time Shorted loop 50 millisecond On time, 100 millisecond Off time Excessive inductance change(±25%) 50 millisecond On time, 150 millisecond Off time Solid State Output Ratings: Shall be optically coupled field effect transistors. 30 VDC max. drain to source. 50 mA. max. current. The output transistor shall be protected with a 33-volt zener diode connected between the drain and source. OPERATIONAL Rainier Avenue S(SR 167) Special Provisions S Grady Way to S 2nd St November 2011 SP 298 Display: Shall be LCD and back lighted whenever any push button is pressed. The back lighting shall extinguish 15 minutes after the last actuation of any push button. Detect Indicators: Each channel shall have an super high intensity red light emitting diode (LED)to indicate a CALL output, Delay Timing, Extension Timing, Pending state,or failed loop. Response Time: Shall Meet or exceed NEMA TS 1 and TS 2 response time specifications. Self-Tuning: The detector shall automatically tune and be operational within 2 seconds after application of power or after being reset. Environmental & Tracking: The detector shall be fully self-compensating for environmental changes and loop drift over the full temperature range and the entire loop inductance range. Grounded Loop Operation: The loop isolation transformer shall allow operation with poor quality loops(which may include one short to ground at a single point). Loop (Fail) Monitor: If the total inductance of the channel's loop input network goes out of the range specified for the detector, or rapidly changes by more than ±25%, the channel shall immediately enter the Fail-Safe mode and display "LOOP FAIL" on the LCD. The type of loop failure shall also be displayed as "L lo" (for-25%change or shorted loop conditions) or"L hi" (for+25% change or open loop conditions). This will continue as long as the loop fault exists. The Fail-Safe mode shall generate a continuous call in Presence Mode or in Pulse Mode. At the time of a loop failure, the channel's LED shall begin repeating a burst of three flashes each one second. The LED shall continue these bursts until the channel is manually reset or power is removed. If the loop "self heals",the LOOP FAIL message on the LCD shall extinguish and the channel will resume operation in a normal manner; except the LED shall continue the bursts thus providing an alert that a Loop Fail condition occurred. Each loop failure for the channel shall be counted and accumulated into the Loop Fail Memory. The total number of loop failures written into the Loop Fail Memory (since the last power interruption or manual reset) can be viewed by stepping through the channel's functions in Program Mode to the "LOOP FAIL" message. LOOP FREQUENCY There shall be eight(8) selectable loop frequency settings per channel (normally in the range of 20 to 100 kilohertz). The actual loop operating frequency shall be digitally displayed on the LCD. SENSITIVITY There shall be nine (9) selectable sensitivity levels per channel, plus Continuous-Call and Channel-Off. The sensitivity levels are to be designed so that a one level increase Lactually doubles the sensitivity and a one level decrease halves the sensitivity. A bar graph shall be displayed on the LCD to make it easy to quickly set the sensitivity to the ideal level for any loop/lead-in network situation. Continuous-Call: When set to the Continuous-Call state, the channel output shall be in the continuously call state regardless of the presence or absence of vehicles over the loop. The loop oscillator shall be disabled when in the "Continuous- Call State". This state shall be indicated by CALL flashing on the LCD. This option shall be selected from the Sensitivity menu in Program Mode. Channel-Off: When set to the Channel-Off state, the channel output shall be continuously in the No-Call state regardless of the presence or absence of vehicles over the loop. The loop oscillator shall be disabled when in the "Channel-Off State". This state shall be indicated by OFF flashing on the LCD. This option shall be selected from the Sensitivity menu in Program Mode. CALL DELAY Each channel's Call Delay shall be adjustable from 0 to 255 seconds in 1-second steps. Call Delay time shall start counting down when a vehicle enters the loop detection zone. The remaining Call Delay time shall be continuously displayed on the LCD. Rainier Avenue S(SR 167) Special Provisions S Grady Way to S 2nd St November 2011 SP 299 Whenever a Phase Green Input (call delay override) signal (pins 1 or 2) is active (low state), the Call Delay function for that channel shall be aborted and the Call Delay time forced to zero. CALL EXTENSION Each channel's Call Extension shall be adjustable from 0 to 25.5 seconds in 0.1-second steps. Extension time shall start counting down when the last vehicle clears the loop detection zone. The remaining Extension time shall be continuously displayed on the LCD. Any vehicle entering the loop detection zone during the Extension time period shall cause the channel to return to the Detect state, and later, when the last vehicle clears the loop detection zone,the full Extension time shall start counting down again. PRESENCE/PULSE One of two mutually exclusive modes of operation for each channel shall be available. Presence or Pulse mode shall be toggled by momentarily pressing either the up or down button. Presence Mode: Will provide a Call hold time of at least 4 minutes (regardless of vehicle size)and typically 1 to 3 hours for an automobile or truck. Pulse Mode: An output Pulse of 125±10 milliseconds duration shall be generated for each vehicle entering the loop detection zone. Each detected vehicle shall be instantly tuned out if it remains in the loop detection zone longer than 2 seconds. After each vehicle leaves the loop detection zone, the channel shall resume full sensitivity within 0.5 seconds. MAX PRESENCE TIMER Each channel's Max Presence timer shall be adjustable from 1 to 999 seconds in 1- second steps, plus OFF. The Max Presence function is used to limit presence time, by automatically resetting a channel. If this function is enabled (on), the Max Presence timer begins counting down when a Call is initiated and the remaining time is continuously displayed on the LCD. If the loop becomes vacant before the Max Presence timer reaches zero, the Call is dropped and no automatic reset occurs. If the End-Of-Green (EOG) function is not enabled (off) and the Call is still present when the Max Presence timer reaches zero, the channel then is automatically reset. If the EOG ' function is enabled (on) and the Call is still present when the Max Presence timer reaches zero, the channel enters a "Wait" state. The Wait state continues until either the loop becomes vacant or the Phase Green Input signal for the channel (pin 1 or 2) transitions from green to not green with the Call still present. If the loop becomes vacant first, the Call is dropped and no automatic reset occurs. If the Phase Green Input for the channel transitions from green to not green while the channel is in a Wait state, the channel is automatically reset. The signals on pins 1 and 2 are also called Call Delay Overrides. END-OF-GREEN (EOG) Each channel's EOG setting can be toggled ON or OFF by momentarily pressing either the up or down button. The EOG function is used to synchronize resetting of a channel with the termination of the associated phase green.The EOG function is only available when the Max Presence function is set between 1 and 999 seconds. It is not available when the Max Presence function is OFF. When the EOG function is enabled (ON), the channel will automatically be reset at the time the phase green input signal (pin 1 or 2) transitions from the ON state to the OFF state, if the Max Presence Time has counted down to zero and is resting in the wait state. The signals on pins 1 and 2 are also called Call Delay Overrides. OPTION 1, LOOP INDUCTANCE DISPLAY The detector's Loop Inductance Display setting shall be toggled ON or OFF by momentarily pressing either the up or down button. When this option is enabled (on), the LCD will display the total loop inductance (actual loop inductance plus actual lead- in inductance) in microHenries with an accuracy of±3% for loop inductance values in Rainier Avenue S(SR 167) Special Provisions S Grady Way to S 2nd St November 2011 SP 300 the range of 20 to 2500 microHenries. NOTE: Enabling this option activates it for all channels. This option shall be automatically disabled 15 minutes after activation or on loss of power. OPTION 2, LOOP INDUCTANCE-OL/L DISPLAY The detector's Loop Inductance -OL/L Display setting shall be toggled ON or OFF by momentarily pressing either the up or down button. When this option is enabled (on), the LCD displays the percentage of inductance change (-OL/L value) during the Call state. To facilitate the viewing of the maximum amount of change in the -OL/L value while traffic is in motion over the detection zone, the detector shall hold the peak - OL/L value for a period of 2 seconds. NOTE: Enabling this option activates it for both channels. This option shall be automatically disabled 15 minutes after activation or on loss of power. OPTION 3,CALL EXTENSION CONTROL Each channel's Call Extension Control setting shall be toggled ON or OFF by momentarily pressing either the up or down button. When this option is enabled (on), the channel will extend calls for the programmed extension time only when the Phase Green Input signal (pin 1 or 2) is active for the channel. When this option is off, the channel shall extend ALL calls for the programmed extension time. The signals on pins 1 and 2 are also called Call Delay Overrides. OPTION 4, NORMAL/FAST RESPONSE MODE The detector's Normal/Fast Response Mode setting shall be toggled ON or OFF by momentarily pressing either the up or down button. When this option is enabled (on), internal call filtering is disabled thus providing a faster response time. When this option is off, normal call filtering is used. NOTE: Turning this option ON will make it active for both channels. OPTION 5, PHASE GREEN LOOP COMPENSATION The detector's Phase Green Loop Compensation setting shall be toggled ON or OFF by momentarily pressing either the up or down button. When Option 5 is enabled (on), normal loop compensation is used until the Phase Green Input signal (pin 1 or 2) becomes active. Once the Phase Green Input signal is active, the detector shall desensitizes the loop. Maximum desensitization shall not exceed 0.05% (-AL/Q. This desensitization will "tune out" small changes, such as adjacent lane pick up therefore minimizing the chance for max timing an empty lane. When Option 5 is not enabled (off), normal loop compensation shall be used. OPTION 6,VEHICLE COUNTING DISPLAY(OPTIONAL OPTION) When Option 6.0 is enabled (on) for a channel, the normal operating display for that channel shall be replaced with the accumulated vehicle count. The unit shall be capable' of accumulating 65,535 vehicle counts before rolling over to 0. The display will show just the hundreds, tens, and ones digits until the accumulated count exceeds 999. At this point the display will alternate between the ten thousands and thousands digits and the remaining three digits for hundreds, tens, and ones. The accumulated vehicle count is cleared by loss of power or can be manually cleared using Option 6.1. Option 6.1 shall be used to reset the accumulated vehicle count for the selected channel. When Option 6.1 is changed from the off state to the on state, the accumulated vehicle count for the selected channel shall be reset to zero. Option 6.1 shall always be in the off state when first viewed. OPTION 7,VEHICLE COUNTING LOOP CONFIGURATION (OPTIONAL OPTION) The detector's Vehicle Counting Loop Configuration setting shall be set from 01 to 04 for each channel. This setting should indicate the number of loops installed in a single lane. 01 would indicate a single loop. This could be a single 6'x 6' or a long loop such as a 6'x 50' QuadrapoleTM. The remaining three settings indicate the number of 6'x 6' loops installed in a single lane of traffic. Rainier Avenue S(SR 167) Special Provisions S Grady Way to S 2nd St November 2011 SP 301 OPTION 8,COMMON FAIL OUTPUT(OPTIONAL OPTION) The Common Fail Output setting shall be toggled ON or OFF by momentarily pressing either the up or down button. The Common Fail Output setting shall be a "detector wide" option. This means that setting it to ON for any channel turns it ON for all channels, and setting it to OFF for any channel turns it OFF for all channels. When Option 8 is enabled (on), a failure on any channel in the detector will cause all of the fail outputs for the detector to activate. OPTION 9,THIRD CAR PASSAGE Each channel's Third Car Passage setting can be toggled ON or OFF by momentarily pressing either the up or down button. Option 9 is a "paired channel" option. This means that it takes two channels to implement the feature. Therefore, when this option is toggled ON or OFF in one channel, its paired channel is also set to the same state. Option 9 shall be mutually exclusive with Option 10. Turning ON one option shall automatically turn OFF the other option. When Option 9 is enabled (on), the output of the paired channels shall be logically ANDed together. This means that while the loops for both of the paired channels are occupied, a call will output on both channels. While only one channel is occupied, or neither channel is occupied, a call will not output for either channel. The first channel with detection shall enter a "pending" state while waiting for detection in the other paired channel. While in the pending state,the LCD shall show"Pnd" on the display. OPTION 10, DIRECTIONAL LOGIC Each channel's Directional Logic setting shall be toggled ON or OFF by momentarily pressing either the up or down button. Option 10 is a "paired channel" option. This means that it takes two channels to implement the feature. Therefore, when this option is toggled ON or OFF in one channel, its paired channel is also set to the same state. Option 9 shall be mutually exclusive with Option 10. Turning ON one option shall automatically turn OFF the other option. When Option 10 is enabled (on), directional logic shall be enabled. Direction logic starts with a detection on one channel. This channel shall go into the "pending" state, display "Pnd" on the LCD display, and NOT output a call. When both of the paired channels have detection, the last channel to have detection will output a Call until the detection for the last channel ends, even if the detection ends for the first channel. None of the timing functions of the first channel with a detection shall time (Delay, Extension, Max Presence, and Detector Disconnect) and the first channel shall always operate in the Presence Mode regardless of programming for the channel. The second channel with a detection shall time all timing functions as programmed. OPTION 11,AUDIBLE DETECT SIGNAL Each channel's, Audible Detect Signal setting shall be toggled ON or OFF by momentarily pressing either the up or down button. Only one channel can be turned j on at a time. Turning this option on for one channel automatically turns it off for the other channel. When this option is enabled (on), an audible signal will be activated whenever the detection zone for the selected channel is occupied. The audible signal indicates actual occupancy of the loop detection zone. Timing and disconnect functions shall have no effect on the audible signal. This option shall be automatically disabled 15 minutes after activation or on loss of power. OPTION 12, DETECTOR DISCONNECT Each channel's Detector Disconnect settings shall be toggled ON or OFF and the Extension timer toggled between ON and OFF by momentarily pressing either the up or down button. The Detector Disconnect feature requires that the Phase Green Inputs for each channel be connected to the proper controller phase. When the Phase Green Input is not active (high), the detector shall operate normally. When the Phase Green Input is active (low), at the end of each detection the extension timer will start Rainier Avenue S(SR 167) Special Provisions S Grady Way to S 2nd St November 2011 SP 302 n to count down. If this timer reaches zero before the next detection this channel will no longer output a call until the phase green input is not active. Because the extension timer is used as a disconnect timer while in this mode, two different disconnect types shall be available: Option 12.1 OFF - Extension timing occurs and the extension timer also serves as the disconnect timer during phase green. This will cause the Call output to remain in the Call state until disconnect occurs. Option 12.1 ON - Extension timing is disabled and the extension timer is used as the disconnect timer. This will cause the Call output to follow the occupancy of the loop detection zone until disconnect occurs. 9-29.18(3) Video Detection System Section 9-29.18(3) is a new section: The video detection camera housing and mounting hardware shall be painted per Section 6-07 of these Special Provisions. The fully functional video detection systems shall be provided and installed by the Contractor. The Contractor shall submit complete equipment list to the City Engineer for approval prior to the systems purchase. The video detection system shall be capable of providing presence vehicle detection and shall be expandable without removing or replacing existing units. All materials furnished during construction for temporary and permanent detection shall be new, unused, current production models and shall be items currently in distribution. The video detection system shall have a minimum 18-month warranty (from the time of permanent installation) against manufacturing defects in materials and workmanship from the date of shipment. The Contractor shall supply the warranty and all documentation necessary to maintain and operate the system to the Electrical Inspector prior to approval of the video detection system by the Electrical Inspector. The Video Detection System shall consist of ITERIS video detection equipment, auxiliary equipment, cameras, housings, and mounts, and all required mounting hardware, cables, connectors, and wiring. The video detection equipment shall be of the quantities shown in the Plans, and shall meet the following specifications (The contractor shall submit to the COR Field Maintenance Shop Representative a detailed summary of video detection equipment prior to placing an order): Camera: Vantage RZ-4 Advanced WDR color camera with integrated weatherproof housing Mounting: Pelco Astro-Brac Extended Tilt & Pan mount with cable mount and 72 inch tube. The cable mount shall be suitable for the mast arm diameter at each camera installation location. Video Detection Board: Vantage Edge 2—Single Camera Processor Remote Monitoring: Vantage View(include 9" LCD color monitor at each signal) Modem: Edge Connect Network Modem Rainier Avenue S(SR 167) Special Provisions S Grady Way to S 2nd St November 2011 SP 303 Surge Suppression: Each camera assembly shall have a surge suppressor which shall be installed inside the traffic signal controller cabinet. The surge suppressor shall be an EDCO CX06-BNCY or equivalent meeting these specifications: Peak Surge Current 5Ka Technology Hybrid,Solid State Attenuation 0.1dB @ 10 Mhz Response Time <1 nanosecond Protection Line to Ground Clamp Voltage 6 V Connectors BNC Impedance 75 ohms ' Environmental -40°F to 185°F Mechanical 4%"x 1%2"x 1%" Installation and Training , The product supplier of the video detection system shall supervise the installation and testing of the video equipment. A factory certified representative from the manufacturer shall be on-site during installation. The factory representative shall install, make fully operational, and test the system as indicated on the contract Plans and this Specification. Two days training shall be provided to personnel of the Contracting Agency in the operation, setup, and maintenance of the video detection system. Instructional materials shall be produced for a maximum of 10 persons and instruction shall be conducted at a location selected by the Contracting Agency. The Contracting Agency shall be responsible for travel, room and board expenses for its own personnel. 9-29.19 Pedestrian Push Buttons Section 9-29.19 is replaced by the following: APS is a fully integrated pedestrian station that provides the pedestrian with visual, tactile and audible information about the intersection crossing at the pedestrian station. It is Rainier Avenue S(SR 167) Special Provisions S Grady Way to S 2nd St November 2011 SP 304 designed to monitor the CMU output signal to the walk display while utilizing the existing wires from the traffic control cabinet. Benefits: APS is a simple solution to existing pedestrian crossings. Installation is quick and straight forward. Each APS is independent gathering information from the signal sent to the walk display while utilizing the existing wiring from the traffic control cabinet. APS utilizes an ultrathin speaker with a base reflex housing to focus sound where it should be and eliminate the sound pollution created by rear facing speakers. Operating System: • Ambient gain control adjusts audio volume to ambient noise levels Applicable Guidelines: ' • MUTCD—Meets and exceeds all guidelines • TAC—meets and exceeds all guidelines • ADA-meets and exceeds all guidelines Outputs: • Locator Tone • Acknowledgement message/tone • Acknowledgement Pilot Light • Location Information message • Walk cycle tones/messages • Walk cycle vibrotactile signal • Clearance tones Modes: • Default • EP VI:Volume increase with extended press • EP APS:Accessible Pedestrian Signal only with extended press Synchronicity: • Beaconing at initiation and destination of crossing. Form Factor: • H Frame Style with speaker mounted below the plunger • Driver Board mounts in ped head Rainier Avenue S(SR 167) Special Provisions S Grady Way to S 2nd St November 2011 1 SP 305 Installation: • Straight forward and fast with no special tools. Warranty: • 3 year standard 9-29.20(1) LED Pedestrian Displays Section 9-29.20(1) is supplemented with the following: The pedestrian signal shall be hand/man with a countdown feature. The hand and man and countdown symbols shall have a uniform appearance; individual LEDs shall not be visible. The hand and man symbols shall be on the left side superimposed and the countdown symbol on the right side and shall comply with the latest MUTCD requirements. The countdown feature shall allow countdown time to remain stored internally, even when power is removed for extended periods of time, shall automatically adjust to traffic controller interval changes and the symbol shall be minimum 9 inches high. The housing shall be 18 inches and the face shall have z-crates. Except as noted in the following pre-approved list of this section, samples of each item , shall be submitted to the Engineer for approval. 9-29.23 Traffic Signal Battery Backup System(BBS) Section 9-29.23 is a new section: The BBS shall be Tesco Traffic 22 BBS 1400XL-6,attached directly to the service cabinet, and shall meet or exceed the following specifications: Enclosure Specifications: Anodized aluminum weatherproof enclosure shall house BBS and batteries. Enclosure shall be TIG welded construction with welding materials specifically designed for the material to be welded. Enclosure shall have fully framed side hinged outer doors with swaged close tolerance sides for flush fit with drip lip and closed cell neoprene flange compressed gaskets. Front door shall incorporate a full-length piano hinge, pad-lockable draw latch (center area on door-latch side),and two pad lockable welded-in place vandal-proof tabs(one upper area, one lower area on door-latch side, rated at 2000 lbs.each).There shall be no exposed nut, bolts,screws, rivets or other fasteners on the exterior of the enclosure. Maximum cabinet dimensions 46" H x 20"W x 10.75" D.Weight 250 Ibs with batteries. BBS shall be mounted in an interior tilt out housing Rainier Avenue S(SR 167) Special Provisions S Grady Way to S 2nd St November 2011 SP 306 with 800 lb rated stops. Battery connectors shall be Anderson Connectors with silver plated contacts. Batteries shall be installed in fixed position framed trays for seismic safety and be readily accessible for maintenance. Batteries shall be mounted allowing airflow front and back. Enclosure can include two transfer bypass switches,one for BBS bypass the second for auxiliary generator(optional).All switches must be panel mounted on interior dead front panel board. UV resistant plastic laminated nameplates shall identify all controls and major components. A plastic covered wiring diagram will be attached to the inside of the front door.All components shall be factory wired and conform to required NEMA, NEC,and UL standards.A chassis ground point shall be provided. Panel shall be UL 508 Industrial Control Panel rated. BBS Panel Minimum Features: • System shall provide 700 watts of full control run time for two (2) hours. In addition the system shall provide six(6)to eight(8) hours of flash. • BBS bypass and BBS isolation switch. • Deadfront safety panel board with all switches, indicating fuses, plugs,and isolation ' fuses for each battery pre-wired with phenolic nameplates. • All nameplates shall be screwed on phenolic engraved type. • All wire terminating lugs shall be full wrap around type. • All batteries shall be captive spaced from external captive sides in earthquake proof buckets. • Cabinet ventilation shall be by(qty.4)4"x Y4" louvers top and bottom with encapsulated bug screens,cleanable filters and a 100cfm fan to completely exchange air 25 time minimum per minute. • All DC terminals and connections shall incorporate safety covers such that the safety covers are in place for every normal maintenance mode. • Event Counters&Total Run Time Counter. BBS Unit Minimum Specifications: BBS unit shall provide a true sine-wave output with minimum 1400 Volt-Amp continuous capacity. BBS must provide for utility service isolation when in operation.The minimum rating for wattage output will be 950 watts.The BBS shall be capable of running an intersection with LED lights(for Run Time consult manufacturer).The unit shall operate off-line, with transfer time of 2 ms or less,with battery condition indicator,with automatic test provisions,and with hot-swappable batteries(all batteries in system). BBS will automatically recharge batteries from full discharge to 95%capacity within 6 hours. BBS will provide on-line operation for a minimum input of 92 to 145 VAC, provide full load output of 120VAC—10%/+4%at 60 Hz+/-0.05%over a temperature range of-37°C (optional adder)to+74°C and be a UL Approved Design. For Safety and maintenance the BBS shall not exceed 28 pounds.The BBS unit will be delivered with maintenance manuals and schematic diagrams. BBS Unit Minimum Features: Rainier Avenue S(SR 167) Special Provisions S Grady Way to S 2""St November 2011 SP 307 • 1400VA 950 Watts,with quick make/break connectors and plugs. (Systems requiring hard wiring termination to/from the inverter are unacceptable). • Surge energy withstand 480 Joules, 6.5kA • Common mode clamping 0 ns<5ns typical UL 1449 • Conditioned power—Computer quality • Transient lighting protection—160 Joules • Transfer to battery time—2 ms • Retransfer to utility—2 ms • Each battery shall be 24 volts @ 18 AH with heavy duty Anderson plugs and isolated fused (deadfront panel mounted 30 amp)connections to the BBS for greater system reliability and ease of maintenance. Series wiring is unacceptable. • Fan cooling shall be fused for locked rotor current. i • Cooling air shall be ducted to cool the front and back of each battery with air space on all four sides and top of battery. • BBS covers shall be 60%open on both sides to diminish the environmental effects of extreme temperatures. • Includes USB& RS232, DB9 Computer Interface Ports. ' • Low voltage safety design at 24v DC.(Higher voltage DC systems are unacceptable). BBS Communications Module: All inverter connections shall be made without the use of tools.This includes:A/C-Input,A/C- Output, Normally-Open, and Normally-Closed programmable contacts. Smart Slot Relay 1/0 Module; Input#1 Turn the BBS on. Input#2 Turn the BBS off. Input#3 Start the BBS self-test. Input#4 Shut down the BBS(when on battery). Output#1 The BBS is on-battery(during a power failure,self-test or run time calibration). Output#2 BBS has a low battery—Programmable. Output#3 The protected load is not receiving power from the BBS. Output#4 Replace the BBS batteries. Output#5 The BBS is overloaded. Output#6 Any BBS fault or self-test failure. Batteries: Batteries shall be maintenance-free,type AGM/VRLA(Absorbed Glass Mat/Valve Regulated Lead Acid),such as APC Smart-UPS RMXL or approved equal. Batteries shall be independently pre-wired and individually fused. Batteries shall be furnished with heavy-duty 50 amp rated silver-plated Anderson Connectors. 100 Amp internal fuse by Battery supplier. Batteries shall be lightweight for personnel safety and protection plus ease of installation and maintenance. , Batteries with a weight of over 26 Ibs are not acceptable. Enclosure Temperature Compensation: , Rainier Avenue S(SR 167) Special Provisions S Grady Way to S 2nd St November 2011 SP 308 , Operating temperature range shall be a minimum-37°C to+74°C. Power System Analyzer And Conflict Resolution Module: The system shall incorporate an integrated Power System Analyzer and Conflict Resolution Module.The Analyzer shall evaluate and make limited adjustments to the incoming utility power and automatically transfer load to the battery back-up power if utility power is lost. When utility power becomes available,the BBS shall analyze the power to verify stability and return to normal operation.The system shall provide automatic BBS failure detection and automatically isolate the failed BBS and lock the unit onto utility power.Once the failure has been corrected, the system shall return to the normal operation. Triple Bypass System For Offline BBS: 1. SPACT—Smart Power Analyzer with Conflict Monitor Isolation and Transfer Module. 2. PCM—Power Conflict Monitor 3. The PCM is a totally redundant failsafe system.The PCM shall monitor load bus power available continuously. If load bus power fails for 5ms the PCM shall transfer and isolate the BBS and guarantee that commercial power will be locked on. 4. Watchdog Timer—Redundant 5 ms delay and hard transfer to utility power. 5. The outboard Smart Transfer Switch shall not interrupt the normal controller function. Transfer time shall be 2ms. 6. Onboard Smart 1/0 module shall execute lockout of battery back up system upon Smart detection of any inverter BBS fault. If BBS resets itself, it shall automatically be available for backup. 7. ON Inverter to timed relay for Full Time control of Output,0 to 10 hours. Smart Battery Charger: Shall charge from shut off discharge to 95%fully charged in less than 6 hours. Batteries shall be ambient enclosure compensated to less than 120°.The battery charger shall utilize Smart Cell Technology to extend battery life. Intelligent Battery Management: The system shall have a precision battery charging system, automatic true-load battery tests, and redundant overcharge protection.The system shall regulate under and over voltages without switching to battery. Battery Replacement Warning prevents downtime—the system shall automatically perform a self-test every two weeks and alert owner to degrading batteries before they wear out.Through software, or the push of a button,self-tests may be performed at anytime. Faster Recharge Time—the system battery charging systems shall be microprocessor controlled to precisely charge batteries. Hot-Swappable Battery Replacement: Rainier Avenue S(SR 167) Special Provisions S Grady Way to S 2nd St November 2011 SP 309 The system shall have a 60 second, user friendly, hot-swappable battery replacement system allowing safe and easy replacement of batteries while your system is up and running. Replacement battery packs shall ship in a reusable box for convenient return of exhausted batteries to a recycling center. Warranty: Manufacturers shall provide a two(2)year factory-replacement parts warranty on the BBS. Batteries shall be warranted for full replacement for two(2)years.The warranty shall be , included in the total bid price of the BBS. Additional Design Options: The system shall have available a: • Generator Transfer switch with BBS bypass and 30-amp external reverse service plug. • Heater with thermostat. 9-29.24 Service Cabinets Section 9-29.24 is replaced by the following: I (******) The service cabinets shall be Tesco back to back with the Tesco Battery Back-Up. The signal/street lighting service cabinet shall be as indicated on the contract Plans and detail sheets. All electrical conductors, buss bars and conductor terminals shall be copper or brass. The cabinet shall be fabricated from galvanized cold rolled sheet steel, with 12 gauge used for exterior surfaces and 14 gauge for interior panels. Door hinges shall be the continuous , concealed piano type and no screws, rivets or bolts shall be visible outside the enclosure. The cabinet door shall be fitted for a Best internal type lock. The cabinet shall have ventilation louvers on the lower and upper sides complete with screens, filters and have rain tight gaskets. The cabinet door shall have a one piece weather proof neoprene gasket. 9-29.24(1) Painting Section 9-29.24(1) is replaced with the following: (******) The finish coat shall be a factory baked on enamel light grey in color. The galvanized surface shall be etched before the baked on enamel is applied. The interior shall be given a finish coat of exterior grade of white metal enamel. Painting shall be done in conformance with the provisions of Section 8-20.3(12). 9-29.24(2) Electrical Circuit Breakers and Contactors Section 9-29.24(2) is deleted and replaced with the following: (******) The electrical circuit breakers and contactors shall be as indicated on the contract Plans and detail sheets. The following equipment shall be featured within the cabinet. 1. Main circuit breaker , 2. Branch circuit breakers 3. Utility plug(120 volt-20 Amp rated)G.F.I.Type 4. Light control test switch (120 volt-15 Amp) Rainier Avenue S(SR 167) Special Provisions S Grady Way to S 2nd St November 2011 SP 310 l 1 5. Contactor relay for each circuit 6. Double pole branch breaker(s)for lighting circuits(240 volt) 7. One 120 volt, 20 Amp single pole branch breaker(for utility plugs) 8. Type 3-single phase 120/240 volt grounded neutral service 9. One 120 volt 40 Amp single pole branch breaker(signal service) 10. Complete provisions for 16 breaker poles 11. Name plates phenolic black with white engraving except the main breaker which shall be red with white lettering. All name plates shall be attached by S.S. screws. 12. Meter base sections are unnecessary 9-29.25 Amplifier,Transformer,and Terminal Cabinets Section 9-29.25 is supplemented as follows: The terminal box shall be weather tight, have a single door with continuous hinge on one side and screw hold-downs on the door locking side. All hardware will be stainless steel. All mounting hardware shall be stainless steel and shall be incidental to the unit price of terminal box. Terminal blocks shall be 600V heavy duty, barrier type. Each terminal shall be separated by a marker strip. The marker strip shall be permanently marked with the circuit number indicated in the Plans. Each connector shall be a screw type with No. 10 post capable of accepting no less ' than 3#12 AWG wires fitted with spade tips. Interconnect splice tower cabinets shall be Type F, with nominal dimensions of 22" high x 13" wide x 11" deep and constructed of cast aluminum and fitted with a Best internal lock. 9-29.26 PTZ Cameras Section 9-29.26 is a new section: PTZ cameras shall be supplied as a unit including the following: GENERAL A. This product shall be manufactured by a firm whose quality system is in compliance with the ISO-9001 B. All equipment and materials used shall be standard components that are regularly manufactured and used in the manufacturer's system. C. All systems and components shall have been thoroughly tested and proven in actual use. D. All materials furnished under this item shall be compliant with 802.3 Ethernet standards E. All systems and components shall be provided with comprehensive repair and spare parts replacement.The manufacturer on warranty and non-warranty items shall guarantee the spare parts and the repair. INDOOR/OUTDOOR CCTV CAMERA DOME SYSTEM A. The Siqura HSD626 is an indoor/outdoor IP pan/tilt/zoom (PTZ)camera capable of streaming dual streaming H.264 while simultaneously streaming dual MPEG- 4/MPEG-2/MJPEG streams. Rainier Avenue S(SR 167) Special Provisions S Grady Way to S 2nd St November 2011 SP 311 I B. The indoor/outdoor CCTV camera dome system shall provide four independent digital video streams,with different resolutions,frame rates,and bit rates.The CCTV Dome System shall support H.264, MPEG-2, MPEG-4 and MJEPG for compression methods. For highest quality H.264 performance,the CCTV Camera Dome System shall use a separate processor from the MPEG2/4/MJPEG DSP,for hardware H.264 encoding of the video stream. , C. Each H.264 and MPEG-2/4/MJPEG stream of the indoor/outdoor CCTV camera dome system shall be capable of being streamed to three different destinations simultaneously for distribution to the video network. The CCTV Dome System shall simultaneously handle H.264 encoding and dual MPEG-2/4/MJPEG encoding at full frame rate, and a separate Live View encoder at 5 frames per second. Each stream can be streamed to different unicast and/or multicast destinations. The MJPEG Live View shall only be present within the web interface and viewed by HTTP. D. The indoor/outdoor CCTV camera dome system shall support streaming over RTP/UDP/IP, multicast and unicast connections and RTSP/RTP/TCP/IP. In addition to hardware decoding,the camera systems shall be interoperable with standard software decoders such as Quick Time and Video LAN's VLC media player. E. The indoor/outdoor CCTV camera dome system shall support Session ' Announcement Protocol (SAP)for broadcasting multicast session information.An application can use this information to receive an H.264/MPEG-4/-2 video stream or audio stream transmitted by the camera system to the advertised multicast address. F. The indoor/outdoor CCTV camera dome system shall provide a Stream Manager to set a maximum network load per stream which limits the output rate to each of the streams transmitters. In addition,the camera system shall provide a minimum of 3 RTP control modes to manage the network load if the receiver fails including no control, a Flood Guard flood protection mechanism and real time control protocol (RTCP). G. The indoor/outdoor CCTV camera dome system shall provide an option to insert metadata in the video stream.This metadata at a minimum shall include video loss, black/white video,video motion detection alarms,tampering alarms,and image quality monitor alarms. In addition,temperature alerts,audio detection alerts and contact closure status shall be provided in metadata format. H. The indoor/outdoor CCTV camera dome system shall provide a full featured web interface for both live viewing and configuration of the camera.The Live View page shall provide options for the encoder to be viewed and provide full Pan,Tilt,Zoom, Focus, Iris,and Preset(set and go) as well as On-Screen Menu navigation controls. , Volume control for audio shall also be supported. I. The user shall be able to remotely reboot the unit, reboot the unit and return the setting to factory defaults leaving the network setting unchanged,or reboot the unit and restore all setting to factory defaults. J. The indoor/outdoor CCTV camera dome system shall provide status and measurement information via the web interface.Status shall include but not be limited to video and audio real-time streaming state. Measurements shall include codec board current and peak temperatures, network tx/rx bit rates, CPU and DSP loading, real-time video bit,frame rates and latency,audio sample rate FTP push status and PTZ coordinates. Rainier Avenue S(SR 167) Special Provisions S Grady Way to S 2nd St November 2011 SP 312 K. The indoor/outdoor CCTV camera dome system shall be able to transmit up to three independent copies of audio signal pairs(one pair in one stream), up to three copies of each of two independent data signals,and up to three copies of each of eight independent contact closure signals,each stream having an independently selectable IP destination ' L. The indoor/outdoor camera system shall support a minimum of 4 levels of password protected access with 3 distinct levels of web page access including administrator, operator and viewer. In addition,the operating system (Linux)shall have configurable root pass code protection with no back door access. M. The indoor/outdoor CCTV camera dome system is based on open streaming architecture (OSA)standards(API)and shall operate in a Siqura environment as well as in third-party software recording solutions. In addition,the camera system shall support ONVIF v1.02 or later for open systems compatibility native or as an upgrade. N. The indoor/outdoor CCTV camera dome system shall include a removable 100Base- TX network interface for live streaming to a standard Web browser and a analog output for live monitoring. ' 0. The indoor/outdoor CCTV camera dome system shall provide a small form-factor pluggable (SFP) interface which can be installed in place of the removable RJ45 interface.This SFP interface shall provide for direct fiber to the dome and support a wide range of SFP fiber modules including Single Mode, Multi-mode and CWDM. P. The indoor/outdoor CCTV camera dome system shall be a discreet camera dome system consisting of a integral dome drive with a variable speed/high speed pan/tilt drive unit with continuous 3600 rotation; 1/4-inch high resolution color/black-white CCD camera; motorized zoom lens with optical and digital zoom;auto focus; Q. The indoor/outdoor CCTV camera domes system shall be in an environmental IP66 1 enclosure,with sunshield as standard offering.The unitized camera body shall connect to a pendant style adapter with quick-install X rotation gasketed interface with locking screw.The pendant adapter shall mount to all mounting brackets with a quick install% rotation interface with locking hardware. R. The Indoor/Outdoor CCTV camera dome system shall be compatible with a wide range of mounting accessories from the same manufacturer including but not ' limited to wall, pole, corner, ceiling and an adapter for other manufacturers 1 %Z"NPT mounts. S. The indoor/outdoor CCTV camera dome system shall provide user commands for ' controlling key image functions directly from a CCTV keyboard or GUI including Day/Night(Auto,On, Off), Back Light Compensation(On/Off),Wide Dynamic Range (On/Off)and Electronic Image Stabilization(On,Off)without entering On-screen Menus or web browser interfaces. ' T. The indoor/outdoor CCTV camera dome system shall provide Pan,Tilt Zoom coordinate positions and permit querying and positioning the unit with such coordinate date via the cameras API. U. The indoor/outdoor CCTV camera dome system shall provide built in analytics that checks the health of the camera.This image quality monitor analyzes contrast, ' exposure, sharpness and noise,and immediately alerts an operator for any malfunctioning. Rainier Avenue S(SR 167) Special Provisions 5 Grady Way to S 2nd St November 2011 SP 313 V. The indoor/outdoor CCTV camera dome shall provide tampering detection which can monitor the position of the camera or obstructions in the field-of-view of the camera for up to 16 preset reference images. After a configurable time period,the ' tamper detection alerts an operator of the tamper event. W. The indoor/outdoor CCTV camera dome system shall support both an FTP Push function,and an FTP pull function. The FTP Push function shall enable the camera system to send a jpeg image to a specified client location at user specified intervals, or on user configurable encoder events. The FTP pull function shall enable the camera system to send a jpeg image on request of a remote server. X. The indoor/outdoor CCTV camera dome system shall provide event management for sending events to a contact closure stream or an FTP push.Supported event triggers shall include event on,off or changed. Events shall include video,video motion,audio,contact closure, image quality,tampering events. Y. The indoor/outdoor IP PTZ dome camera system shall meet or exceed the following design and performance specifications. ELECTRICAL SPECIFICATIONS A. Network interface Interchangeable 100Base-TX RJ-45 and , SFP connector modules B. Cabling Cat-5 Cable or better for 100Base-TX C. Analog output BNC ' D. Power consumption (/with heater) 27W/73W with heater max. E. Input Power 19.2—28.4 VAC(24 VAC nominal+/-20%) 22-27 VDC(24VDC nominal) ' F. Audio In/Out 3.5mm jacks G. Alarm Inputs-8 Color coded wire harness H. Alarm Outputs-1 Color coded wire harness ' VIDEO SPECIFICATIONS A. Number of video streams 2x H.264, 2x MPEG-4/MPEG-2 and/or MJPEG a. Hardware Based Two H.264 streams shall be from dedicated hardware compression DSPs. b. DSP encoders A flexible TI DaVinci DSP shall be available to provided two selectable ' software based MPEG-4 or MPEG-2 or MJPEG streams. B. Encoding Priorities Encoding priority shall be configurable. ' C. Frame rate 1-30 frames per second (fps) D. Image Output Interlaced/Deinterlaced; Deinterlacing shall be configurable for edge adaptive and motion adaptive modes. E. Compression algorithm H.264 BP(ISO/IEC 14496-10); MPEG-4 SP Layer 5 (ISO/IEC 14496-2); MPEG-2 (ISO/IEC 13818 2),MJPEG Rainier Avenue S(SR 167) Special Provisions , S Grady Way to S 2nd St November 2011 SP 314 1 F. Network protocol H.264 BP, MPEG-4 ES, MPEG-2, RTP, UDP, IP, DHCP, SSM, IGMP v2, RTSP, (S)NTP,SDP, MX/IP, HTTP,SNMP v2, DiffServ,SAP, UPnP, FTP,Telnet G. Resolution a. D1 ' i. NTSC 720x480 ii. PAL 720x576 b. % D1 ' i. NTSC 352x480 ii. PAL 352x576 c. 2CIF i. NTSC 720x240 ii. PAL 720x288 d. CIF ' L NTSC 325x240 ii. PAL 350x288 e. QCIF ' i. NTSC 176x120 ii. PAL 176x144 H. Video motion detection (VIVID) User-defined free-drawn masking,sensitivity and response level; I. VIVID Alarm response Via associated software(via API) or contact closure ' J. Camera Health Focus,Contrast,SNR, Exposure K. Tamper Monitoring Image Positioning(up to 16 presets) L. Camera Health and tampering alarms Via associated software(via API) or contact closure M. Encoding latency <130 ms typical;<90 ms(low latency mode) N. GOP structure I, P frames with adjustable I frame interval O. Number of output streams 20 P. Total output data rate 56 kb/s to 20 MB/s Q. Rate control Constant bit rate (CBR),variable bit rate (VBR)or Constant Quality(H.264 only) R. Selectable Video profiles Custom settings or Predefined ' profiles optimized, at a minimum,for High Quality Camera or PTZ,Storage and Low bandwidth. S. Encoder Priorities Encoder streams shall be prioritized for optimal performance. T. Video settings Contrast, brightness,color saturation, hue, sharpness U. Type of streaming RTP/UDP/IP, (multicast and/or unicast); RTSP/RTP/TCP/IP V. On-screen display(OSD) 3x text lines(configurable: position, color, transparency, border/outline color,font size);1x image in BMP,Animated GIF, or JPEG format(configurable: position,scaling) Rainier Avenue S(SR 167) Special Provisions S Grady Way to S 2n°St November 2011 SP 315 i W. User levels Su pp ort up to 4 levels—viewer,operator and administrator with rights ranging from view webpage video only to full administration, and "root"for the Linux prompt. CAMERA SPECIFICATIONS A. Image sensor %" progressive scan EXview HAD CCD , B. Scanning system 2:1 Interlaced output C. Minimum illumination 0.1 lux(color),0.01 (B/W), F1.4,Y4 sec shutter, 501RE D. Electronic shutter %-1/30 k s E. Horizontal resolution 540 TVL F. Optical zoom 35x ' G. Digital zoom 12x H. Analog NTSC or PAL I. Video output 1.0 Vpp/75() impedance , J. Effective pixels 768x494 NTSC, 752x582 PAL 1. NTSC 380k 2. PAL 440k K. Signal noise ratio(SNR) >50 dB(AGC off) L. Focal length 3.4-119 mm M. Horizontal Field of View 55.8°wide to 1.7°tele CAMERA OPERATION A. Iris control Auto/manual , B. Focus mode Auto/manual C. Zoom Auto/manual D. AGC Auto/manual , E. White balance Auto/manual F. Backlight Compensation Auto/manual G. Day/night(IR-cut filter) Auto/On/off H. Digital slow shutter On/off I. Wide dynamic range (WDR) On/off(Ratio/shutter iris levels (0-128) J. Noise reduction Off/On (4 levels) K. Image Stabilizer On/off(5Hz/10Hz) L. Privacy Masks 8(Black,white,Gray, mosaic(3 levels)) , DOME DRIVE SPECIFICATIONS A. Pan travel 360°continuous ' B. Tilt travel -10°-190°with configurable limits C. Preset speed 400°/s D. Manual speed 90 0/s E. Presets 256 preset commands(228 positions) F. Motor Drive 0.9 degree stepper motor with cogged belt drive ' G. Preset accuracy +/-.100 deg Rainier Avenue S(SR 167) Special Provisions ' S Grady Way to S 2nd St November 2011 SP 316 , H. Menu system English, French, German, Italian,Japanese, Polish, Portuguese, Russian, Spanish I. Freeze Frame Freeze current image during preset movement J. Cruise 8,with 200 seconds per cruise K. Sequence 8 ' L. Auto pan 4 M. Proportional pan and tilt On/off N. Resume after power loss Yes ' O. Camera ID Yes(on/off) P. Camera Title Yes Q. Preset Title Yes R. Zone title 16 S. Home function Preset,sequence,auto pan,cruise T. Auto flip Digital/mechanical/off ' U. PTZ control protocols OSA API, Bi-directional Pelco-D or NTCIP V. OSD Positional Compass direction,Azimuth, Elevation W. PTZ coordinate data OSA API or Pelco-D ' X. Auto-calibration Auto/Off/Remote triggered/scheduled AUDIO A. Two-way audio Full duplex mono B. Sampling Resolution 8bit linear PCM or ITU G.711 C. Max. Bandwidth 20hz to 20kHz ' D. Input Level Adjustable, mic or line E. Output Level Adjustable,3 VRMS max. F. Input Impedance >20kOhm or 600 Ohm balanced G. Output Impedance <1000hm Balanced H. Transport RTP/UDP/lp multicast and unicast I. Transmission Up to 3 independent copies of audio signal pairs with each stream having an independently selectable IP destination CONTACT CLOSURES A. Alarm input 8 contact closure inputs, normally open (fail-safe) B. Operational modes Normal, inverted,forced active or forced inactive C. Sampling rates contact closure shall be sampled 100 times per second and provide latency of less than 20 msec. D. Transport TCP and UDP(unicast or multicast), E. Transmission Independently selectable IP destination and port number. F. Alarm output 1 contact closure output G. Remote Control HTTP API (OSA) ' Rainier Avenue S(SR 167) Special Provisions S Grady Way to S 2nd St November 2011 SP 317 1 MECHANICAL SPECIFICATIONS A. Dimensions 07.5 x 11.9 in (0190 x 302.5 mm) B. Weight 5.7 lbs. (2.6 kg) C. Color RAL-9003 (Signal White) D. Optical cover Polycarbonate bubble, IK10 Rated ' NETWORK SPECIFICATIONS A. RJ45 10/100BASE-TX, CAT-5 ' B. SFP 1006ase TX,SFP(fiber or copper) C. Management OSA HTTP API, MX,SNMP v2, HTML(password protected) ENVIRONMENTAL SPECIFICATIONS ' A. Operating temperature,Continuous -497 to+122°F(-45°C to+50°C) B. Operating Temperature, Max. -49°F to+140°F(-45°C to+60°C) C. Humidity 10 to 90%RH, non-condensing D. MTBF 116,000 hrs,30°C; >61,000 hrs, at 50°C, continuous use ' CERTIFICATIONS AND RATINGS A. Waterproof standard IP66 B. Regulatory CE, FCC, RoHS, UL/cUL C. Impact Resistance IK10 MANUFACTURER'S WARRANTY A. Repair or replacement of defective parts for a period of 2 years from date of shipment. ' Camera housing and all mounting equipment shall be painted as specified in 6-07 of these Special Provisions. Cameras shall be mounted to the poles,at the locations shown on the ' specifications and detail sheets,and per manufacturer's recommendations. PTZ System Cabling ' Cable connections between the camera system and the controller cabinet shall be per section 9-29.3(2)1 of these Special Provisions and as shown in the Plans. The cable ends shall be factory terminated. Cable installation shall only require installing the connector shell at the camera end, and modifying the power cable at the cabinet end. The cable used between the PTZ camera and the controller cabinet shall be compatible with the ' video detection cameras and shall not exceed 300 feet in length. PTZ System Software System shall include one (1) license of the compatible software and shall meet the following requirements: • Highly customizable user interface • HD camera support Rainier Avenue S(SR 167) Special Provisions S Grady Way to S 2n°St November 2011 SP 318 ' • Failover server support • Scalable and Modular architecture • Support of graphical maps for easy localization • Centralized User Management • Automated switching to failover Server(s) ' • HD Quality Video in multiple compression standards • Automated Event—Reaction macro • Multiple time schedule based • Supports multiple security subsystems 9-30 WATER DISTRIBUTION MATERIALS 9-30.1(1) Ductile Iron Pipe(RC) Section 9-30.1(1) is revised as follows: Ductile iron pipe shall be centrifugally cast and meet the requirements of AWWA C151. Ductile iron pipe shall have a cement-mortar lining meeting the requirements of AWWA C104. . All other ductile iron pipe shall be Standard Thickness Class 52 or the thickness class as shown in the Plans. 9-30.3(1) Gate Valves(3 inches to 12 inches) Section 9-30.3(1) is replaced with: Valves shall be designed for a minimum water operating pressure of 200 PSI. Gate valves shall be Iowa List 14, Mueller Company No.A2380, Kennedy,or M&H. Approval of valves other than models specified shall be obtained prior to bid opening. All gate valves less than 12" in diameter shall include an 8" x 24" cast iron gate valve box and extensions, as required. All 12" diameter and larger gate valves shall be installed in a vault. See Water Standard Detail for 12"gate valve assembly vault and 1" bypass installation. ' Gate valves shall conform to AWWA C500 and shall be iron body, bronze-mounted, double disc with bronze wedging device and O-ring stuffing box. Resilient Seated Gate Valves: Resilient seated gate valves shall be manufactured to meet or exceed the requirements of ' AWWA Standard C509 latest revisions. All external and internal ferrous metal surfaces of the gate valve shall be coated for corrosion protection with fusion bonded epoxy. The epoxy coating shall be factory applied to all valve ' parts prior to valve assembly and shall meet or exceed the requirements of AWWA Standard C- 550 latest revision. Valves shall be provided with two(2) internal O-ring stems seals. The valves Rainier Avenue S(SR 167) Special Provisions S Grady Way to S 2nd St November 2011 ' SP 319 shall be equipped with one (1) anti-friction washer. The resilient gate valve shall have rubber sealing surfaces to permit bi-directional flow. The stem shall be independent of the stem nut or integrally cast. Manufacturers of Resilient Seated gate Valves shall provide the City on request that the valve materials meet the City specifications. ' Valves shall be designed for a minimum water operating pressure of 200 psi. End connections shall be mechanical joints, flanged joints or mechanical by flanged joints as ' shown on the project Plans. Resilient Seated Gate Valves shall be U.S. Metroseal 250, Clow, M&H Style 3067, Mueller Series ' 2370, Kennedy. Approval of valves other than model specified shall be obtained prior to bid opening. All gate ' valves less than 12 inches in diameter shall include an 8"x24" cast iron gate valve box and extensions, as required. ' All 12 inch diameter and larger resilient seated gate valves shall have a 1 inch by-pass assembly and shall be installed in a concrete vault per City of Renton Standard Details, latest revision. ' 9-30.3(3) Butterfly Valves Section 9-30.3(3) is supplemented by adding the following: ' Butterfly valves shall be Dresser 450 or Pratt Groundhog. ' 9-30.3(5) Valve Marker Posts Section 9-30.3(5) has been deleted and replaced with the following: ' The valve markers shall be fabricated and installed in conformance with the Standard Details. ' Valve markers shall be in accordance with City of Renton Standard Plan 330.1 with blue label "water." ' 9-30.3(8) Tapping Sleeve and Valve Assembly Section 9-30.3(8) is revised as follows: (******) Tapping sleeves shall be cast iron,ductile iron epoxy-coated steel, or other approved material. ' 9-30.5 Hydrants Section 9-30.5 is supplemented by adding the following: Rainier Avenue S(SR 167) Special Provisions S Grady Way to S 2nd St November 2011 I SP 320 ' 1 ' Fire hydrants shall be in accordance with City of Renton Standard Plan 310.1 conforming to AWWA C-502-85. Approval of substitutions must be obtained prior to bid opening. 9-30.5(1) End Connections(RC) ' Section 9-30.5(1) is supplemented by adding the following: ' Hydrants shall be constructed with mechanical joint connection unless otherwise specified in bid proposal description. 9-30.5(2) Hydrant Dimensions Section 9-30.5(2) is replaced with the following: ' Fire hydrants shall be Corey type (opening with the pressure) or compression type (opening against pressure)conforming to AWWA C-502-85 with a 6 inch mechanical joint inlet and a main valve opening (M.V.O.) of 5 1/4 inches, two 2 1/2 inch hose nozzles with National Standard Threads 7 1/2 threads per inch and one 4 inch pumper nozzles with the new Seattle Pattern 6 threads per inch, 60 degrees V. Threads, outside diameter of male tread 4.875 and root diameter 4.6263. Hydrants shall have a 1-1/4" pentagon operating nut opened by turning counter clockwise(left). ' The two 2-1/2" hose nozzles shall be fitted with cast iron threaded caps with operating nut of the same design and proportions as the hydrant stem nut. Caps shall be fitted with suitable neoprene gaskets for positive water tightness under test pressures. ' The 4" pumper nozzle shall be fitted with a Stortz adapter, 4" Seattle Thread x 5" Stortz. Stortz adapter shall be forged and/or extruded 6061-T6 aluminum alloy, hardcoat anodized. Threaded end portion shall have no lugs and 2 set screws 180 degrees apart. Stortz face to be metal, no ' gasket to weather. Stortz cap to have synthetic molded rubber gasket, and shall be attached to hydrant adapter with 1/8"coated stainless steel aircraft cable. Fire hydrants shall be installed per City of Renton Standard Detail for fire hydrants, latest revisions. ' 9-30.6(3)B Polyethylene Pipe Section 9-30.6(3)B has been modified as follows: Polyethylene pipe shall not be used. 9-30.6(4) Service Fittings Section 9-30.6(4) has been revised as follows: Fittings used for copper tubing shall be compression type with gripper ring. ' Rainier Avenue S(SR 167) Special Provisions S Grady Way to S 2nd St November 2011 ' SP 321 END OF DIVISION 9 , 1 i 1 Rainier Avenue S(SR 167) Special Provisions ' S Grady Way to S 2nd St November 2011 SP 322 ' CAG-11-192 ' Contract Provisions Award Amount: $16,032,772.44 Award Date: February 28, 2012 Award To:Johansen Excavating, Inc. 28215 112th Street East Buckley, WA 98321 Rainier Ave S (SR 167) - S Grady Way to S 2nd St ' Federal Aid Number: STPUL-CM0167(048) Transportation Improvement Board(Tip): 9-P-102(011)-1 Washington State Dept.of Transportation: HLP-PB07(010),HLP-PB06(011),GCA 6756,GCA 6689 ' Washington State Dept.of Commerce: UV09-951-097 Sound Transit: Agreement CAG-11-027 Volume 2 of 4 1 General Bid Information:Builders Exchange of Washington,Inc. Submitted To: (425)258-1303 City of Renton City Contact: Derek Akesson,PE 1055 South Grady Way {425)430-7337 Renton,Washington 98057 Consultant Contact: Jason Fritzler (206)286-1640 , rr d f d Submitted by: iCA"m �T.e.wq WA W-C SEATTLE•TACOMA ta3Y.3416Y1 fac'S)4:`{'rN ity of Rent Date E coma-AwmEcrs,u+mxAKAwffrris.suevErou ction -p1ja!te ity of Renton ate D To I no i j CITY OF RENTON RENTON, WASHINGTON CONTRACT PROVISIONS for the Rainier Avenue S (SR 167) S Grady Way to S 2nd St Project Federal Aid Number: STPUL-CM0167(048) TIB Number: TIB 9-P-102(011)-1 WSDOT: HLP-PB07(010), HLP-PB06(011), GCA 6756, GCA 6689 WSDOC: UV09-951-097 Sound Transit: Agreement CAG-11-027 Project No. CAG-11-192 November 2011 Og�4 F wA,Sy�O �G �1pNA1.Et1G 1 - CITY OF RENTON 1055 South Grady Way Renton, WA 98057 TABLE OF CONTENTS VOLUME II -- APPENDICES APPENDIX A PREVAILING HOURLY MINIMUM WAGE RATES APPENDIX B WSDOT STANDARD PLANS APPENDIX C CITY OF RENTON STANDARD PLANS APPENDIX D PUGET SOUND ENERGY CONSTRUCTION STANDARDS APPENDIX E SOILS INVESTIGATION(ADDENDUM NO.2) APPENDIX F CONTRACTOR REQUIREMENTS FOR WORK ON BNSF RAILWAY COMPANY PROPERTY APPENDIX G CONSTRUCTION STORMWATER GENERAL PERMIT APPENDIX H PROPERTY OWNER COMMITMENTS(ADDENDUM NO.3) APPENDIX I ASBESTOS AND LEAD SURVEY-BUILDING 201 S.4'PLACE (ADDENDUM NO. 1) APPENDIX J. ELECTRICAL PERMIT APPLICATION (ADDENDUM NO.2) City of Renton Contract Provisions for Rainier Avenue S (SR 167) S Grady Way to S 2nd St APPENDIX A Prevailing Hourly Minimum Wage Rates Washington State Department of Labor and Industries Policy Statement (Regarding the Production of"Standard" or"Non-standard" Items) Below is the department's (State L&I's) list of criteria to be used in determining whether a prefabricated item is standard or "non-standard". For items not appearing on WSDOT's predetermined list, these criteria shall be used by the Contractor (and the Contractor's subcontractors, agents to subcontractors, suppliers, manufacturers, and fabricators) to determine coverage under RCW 39.12. The production, in the State of Washington, of non-standard items is covered by RCW 39.12, and the production of standard items is not. The production of any item outside the State of Washington is not covered by RCW 39.12. 1. Is the item fabricated for a public works project? If not, it is not subject to RCW 39.12. If it is, go to question 2. 2. Is the item fabricated on the public works jobsite? If it is, the work is covered under RCW 39.12. If not, go to question 3. 3. Is the item fabricated in an assembly/fabrication plant set up for, and dedicated primarily to, the public works project? If it is, the work is covered by RCW 39.12. If not, go to question 4. 4. Does the item require any assembly, cutting, modification or other fabrication by the supplier? If not, the work is not covered by RCW 39.12. If yes, go to question 5. 5. Is the prefabricated item intended for the public works project typically an inventory item which could reasonably be sold on the general market? If not, the work is covered by RCW 39.12. If yes, go to question 6. 6. Does the specific prefabricated item, generally defined as standard, have any unusual characteristics such as shape, type of material, strength requirements, finish, etc? If yes, the work is covered under RCW 39.12. Any firm with questions regarding the policy, WSDOTs Predetermined List, or for determinations of covered and non-covered workers shall be directed to State L&I at (360) 902-5330. iSupplemental to Wage Rates 1 08/31/2011 Edition, Published August, 2011 WSDOT's Predetermined List for Suppliers - Manufactures - Fabricator Below is a list of potentially prefabricated items, originally furnished by WSDOT to Washington State Department of Labor and Industries, that may be considered non- . standard and therefore covered by the prevailing wage law, RCW 39.12. Items marked with an X in the "YES" column should be considered to be non-standard and therefore covered by RCW 39.12. Items marked with an X in the "NO" column should be considered to be standard and therefore not covered. Of course, exceptions to this general list may occur, and in that case shall be evaluated according to the criteria described in State and L&I's policy statement. ITEM DESCRIPTION YES NO 1. Metal rectangular frames, solid metal covers, herringbone grates, and bi-directional vaned grates for Catch Basin X Types 1, 1 L, 1 P, and 2 and Concrete Inlets. See Std. Plans 2. Metal circular frames (rings) and covers, circular grates, and prefabricated ladders for Manhole Types 1, 2, and 3, X Drywell Types 1, 2, and 3 and Catch Basin Type 2. See Std. Plans 3. Prefabricated steel grate supports and welded grates, metal frames and dual vaned grates, and Type 1, 2, and X 3 structural tubing grates for Drop Inlets. See Std. Plans. 4. Concrete Pipe - Plain Concrete pipe and reinforced concrete pipe Class 2 to 5 sizes smaller than 60 inch diameter. X 5. Concrete Pipe - Plain Concrete pipe and reinforced concrete pipe Class 2 to 5 sizes larger than 60 inch diameter. X 6. Corrugated Steel Pipe-Steel lock seam corrugated pipe for culverts and storm sewers, sizes 30 inch X to 120 inches in diameter. May also be treated, 1 thru 5. 7. Corrugated Aluminum Pipe -Aluminum lock seam corrugated pipe for culverts and storm sewers, sizes 30 inch to 120 inches in X diameter. May also be treated, #5. Supplemental to Wage Rates 2 08/31/2011 Edition, Published August, 2011 WSDOT's Predetermined List for Suppliers - Manufactures - Fabricator ITEM DESCRIPTION YES NO 8. Anchor Bolts& Nuts -Anchor Bolts and Nuts, for mounting sign structures, luminaries and other items, shall be made from commercial bolt stock. X See Contract Plans and Std. Plans for size and material type. 9. Aluminum Pedestrian Handrail - Pedestrian handrail conforming to the type and material specifications set forth in the contract plans. Welding of aluminum shall be X in accordance with Section 9-28.14(3). 10. Major Structural Steel Fabrication - Fabrication of major steel items such as trusses, beams, girders, etc., for bridges. X 11. Minor Structural Steel Fabrication - Fabrication of minor steel Items such as special hangers, brackets, access doors for structures, access ladders for irrigation boxes, bridge expansion joint systems, etc., involving welding, cutting, punching and/or X boring of holes. See Contact Plans for item description and shop drawings. 12. Aluminum Bridge Railing Type BP - Metal bridge railing conforming to the type and material specifications set forth in the Contract Plans. Welding of aluminum shall be in X accordance with Section 9-28.14(3). 13. Concrete Piling--Precast-Prestressed concrete piling for use as 55 and 70 ton concrete piling. Concrete to conform to Section 9-19.1 of Std. Spec.. X r14. Precast Manhole Types 1, 2, and 3 with cones, adjustment X sections and flat top slabs. See Std. Plans. 15. Precast Drywell Types 1, 2, and with cones and adjustment Sections. X See Std. Plans. 16. Precast Catch Basin - Catch Basin type 1, 1 L, 1 P, and 2 With adjustment sections. See Std. Plans. X i Supplemental to Wage Rates 3 08/31/2011 Edition, Published August, 2011 WSDOT's Predetermined List for Suppliers - Manufactures - Fabricator ITEM DESCRIPTION YES NO 17. Precast Concrete Inlet-with adjustment sections, See Std. Plans X 18. Precast Drop Inlet Type 1 and 2 with metal grate supports. See Std. Plans. X 19. Precast Grate Inlet Type 2 with extension and to units. YP P See Std. Plans X 20. Metal frames, vaned grates, and hoods for Combination Inlets. See Std. Plans X 21. Precast Concrete Utility Vaults - Precast Concrete utility vaults of various sizes. Used for in ground storage of utility facilities and controls. See Contract Plans for size and construction X requirements. Shop drawings are to be provided for approval in prior to casting 22. Vault Risers - For use with Valve Vaults and Utilities Vaults. X 23. Valve Vault- For use with underground utilities. X See Contract Plans for details. 24. Precast Concrete Barrier- Precast Concrete Barrier for use as new barrier or may also be used as Temporary Concrete Barrier. Only new state approved barrier may be used as X —permanent barrier. 25. Reinforced Earth Wall Panels– Reinforced Earth Wall Panels in size and shape as shown in the Plans. Fabrication plant has annual approval for methods and materials to de used. See Shop Drawing. X Fabrication at other locations may be approved, after facilities inspection, contact HQ. Lab. 26. Precast Concrete Walls - Precast Concrete Walls-tilt-up wall panel in size and shape as shown in Plans. Fabrication plant has annual approval for methods and materials X to be used Supplemental to Wage Rates 4 08/31/2011 Edition, Published August, 2011 WSDOT's Predetermined List for Suppliers - Manufactures - Fabricator ITEM DESCRIPTION YES NO 27. Precast Railroad Crossings- Concrete Crossing Structure X Slabs. 28. 12, 18 and 26 inch Standard Precast Prestressed Girder— Standard Precast Prestressed Girder for use in structures. Fabricator plant has annual approval of methods and materials to be used. Shop Drawing to be provided for approval prior to X casting girders. See Std. Spec. Section 6-02.3(25)A 29. Prestressed Concrete Girder Series 4-14 - Prestressed Concrete Girders for use in structures. Fabricator plant has annual approval of methods and materials to be used. Shop Drawing to be X provided for approval prior to casting girders. See Std. Spec. Section 6-02.3(25)A 30. Prestressed Tri-Beam Girder- Prestressed Tri-Beam Girders for use in structures. Fabricator plant has annual approval of methods and materials to be used. Shop Drawing to be provided X for approval prior to casting girders. See Std. Spec. Section 6-02.3(25)A 31. Prestressed Precast Hollow-Core Slab— Precast Prestressed Hollow-core slab for use in structures. Fabricator plant has annual approval of methods and materials to be used. Shop Drawing to X be provided for approval prior to casting girders. See Std. Spec. Section 6-02.3(25)A. 32. Prestressed-Bulb Tee Girder- Bulb Tee Prestressed Girder for use in structures. Fabricator plant has annual approval of methods and materials to be used. Shop Drawing to be provided X for approval prior to casting girders. See Std. Spec. Section 6-02.3(25)A ' 33. Monument Case and Cover X See Std. Plan. Supplemental to Wage Rates 5 08/31/2011 Edition, Published August, 2011 WSDOT's Predetermined List for Suppliers - Manufactures - Fabricator ITEM DESCRIPTION YES NO 34. Cantilever Sign Structure - Cantilever Sign Structure fabricated from steel tubing meeting AASHTO-M-183. See Std. ffn Plans, and Contract Plans for details. The steel structure X shall be galvanized after fabrication in accordance with AASHTO-M-111. 35. Mono-tube Sign Structures - Mono-tube Sign Bridge fabricated to details shown in the Plans. Shop drawings for X approval are required prior to fabrication. 36. Steel Sign Bridges -Steel Sign Bridges fabricated from steel tubing meeting AASHTO-M-138 for Aluminum Alloys. See Std. Plans, and Contract Plans for details. The steel structure X shall be galvanized after fabrication in accordance with AASHTO-M-111. 37. Steel Sign Post- Fabricated Steel Sign Posts as detailed in Std i Plans. Shop drawings for approval are to be provided prior to I X fabrication 38. Light Standard-Prestressed -Spun, prestressed, hollow concrete poles. X 39. Light Standards-Lighting Standards for use on highway illumination systems, poles to be fabricated to conform with methods and materials as specified on Std. Plans. See Specia X Provisions for pre-approved drawings. 40. Traffic Signal Standards - Traffic Signal Standards for use on highway and/or street signal systems. Standards to be fabricated X to conform with methods and material as specified on Std. Plans. See Special Provisions for pre-approved drawings 41. Precast Concrete Sloped Mountable Curb (Single and DualFaced) X See Std. Plans. Supplemental to Wage Rates 6 08/31/2011 Edition, Published August, 2011 WSDOT's Predetermined List for Suppliers - Manufactures - Fabricator ITEM DESCRIPTION YES NO 42. Traffic Signs- Prior to approval of a Fabricator of Traffic Signs, the sources of the following materials must be submitted and approved for reflective sheeting, legend material, and aluminum sheeting. X X NOTE: *** Fabrication inspection required. Only signs tagged ' "Fabrication Approved"by WSDOT Sign Fabrication Inspector to be installed Custom Std Message Signing Message 43. Cutting & bending reinforcing steel ss 44. Guardrail components X X Custom Standard End Sec Sec 45. Aggregates/Concrete mixes Covered by WAC 296-127-018 46. Asphalt Covered by WAC 296-127-018 47. Fiber fabrics X 48. Electrical wiring/components X 49. treated or untreated timber pile X 50. Girder pads (elastomeric bearing) X 51. Standard Dimension lumber X 52. Irrigation components X i Supplemental to Wage Rates 7 08/31/2011 Edition, Published August, 2011 WSDOT's Predetermined List for Suppliers - Manufactures - Fabricator I ITEM DESCRIPTION YES NO 53. Fencing materials X 54. Guide Posts X 55. Traffic Buttons X 56. Epoxy p xY X 57. Cribbing X 58. Water distribution materials X 59. Steel "H" iles p X 60. Steel pipe for concrete pile casings X 61. Steel pile tips, standard X 62. Steel pile tips, custom X Supplemental to Wage Rates 8 08/31/2011 Edition, Published August, 2011 1 1 State of Washington Department of Labor and Industries Prevailing Wage Section-Telephone(360)902- PO Box 44540, Olympia,WA 98504-4540 Washington State Prevailing Wage The PREVAILING WAGES listed here include both the hourly wage rate and the hourly rate of fringe benefits. On public works projects,workers'wage and benefit rates must add to not less than this total.A brief description of overtime calculation requirements is provided on the Benefit Code Key. 1 METAL FABRICATION (IN SHOP) EFFECTIVE 08/31/2011 (See Benefit Code Key) Classification Code Prevailing Overtime Holiday Wage Code Code ' Counties Covered: ADAMS FITTER $12.76 1 LABORER $8.67 1 MACHINE OPERATOR $12.66 1 PAINTER $10.20 1 Counties Covered: ASOTIN,COLUMBIA,DOUGLAS, FERRY,FRANKLIN,GARFIELD,KITTITAS LINCOLN,OKANOGAN,PEND ORIELLE,STEVENS,WALLA WALLA AND WHITMAN FITTER $12.76 1 LABORER $8.67 1 MACHINE OPERATOR $12.66 1 PAINTER $10.20 1 WELDER $12.76 1 iCounties Covered: �. BENTON I MACHINE OPERATOR $10.53 1 PAINTER $9.76 1 WELDER $16.70 1 1 Counties Covered: CHELAN FITTER $15.04 1 LABORER $9.54 1 MACHINE OPERATOR $9.71 1 PAINTER $9.93 1 WELDER $12.24 1 Supplemental to Wage Rates 9 08/31/2011 Edition, Published August, 2011 i METAL FABRICATION(IN SHOP) EFFECTIVE 08/31/2011 (See Benefit Code Key) Classification Code Prevailing Overtime Holiday Wage Code Code Counties Covered: t CLALLAM,GRAYS HARBOR,ISLAND,JEFFERSON,LEWIS,MASON, PACIFIC SAN JUAN AND SKAGIT FITTER/WELDER $15.16 1 LABORER $11.13 1 MACHINE OPERATOR $10.66 1 PAINTER $11.41 1 , Counties Covered: CLARK FITTER $31.77 1E 6H , LABORER $21.91 1E 6H LAYEROUT $31.47 1E 6H MACHINE OPERATOR $31.47 1E 6H PAINTER $28.01 1E 6H WELDER $29.59 1E 6H Counties Covered: COWLITZ MACHINE OPERATOR $25.33 113 2S FITTER $25.33 1B 2S WEIfDER $25.33 1B 2S Counties Covered: GRANT FITTERNVELDER $10.79 1 PAINTER $8.67 1 . Counties Covered: KING FITTER $15.86 1 LABORER $9.78 1 MACHINE OPERATOR $13.04 1 PAINTER $11.10 1 WELDER $15.48 Supplemental to Wage Rates 10 r 08/31/2011 Edition, Published August, 2011 1 METAL FABRICATION (IN SHOP) EFFECTIVE 08/31/2011 (See Benefit Code Key) Classification Code Prevailing Overtime Holiday Wage Code Code Counties Covered: KITSAP 1 FITTER $26.96 1 LABORER $8.67 1 MACHINE OPERATOR $13.83 1 WELDER $13.83 1 Counties Covered: KLICKITAT,SKAMANIA,WAHKIAKUM ' FITTER $16.99 1 LABORER $10.44 1 MACHINE OPERATOR $17.21 1 PAINTER $17.03 1 WELDER $16.99 1 Counties Covered: PIERCE FITTER $15.25 1 LABORER $10.32 1 MACHINE OPERATOR $13.98 1 WELDER $13.98 1 Counties Covered: SNOHOMISH FITTER/WELDER $15.38 1 LABORER $9.79 1 MACHINE OPERATOR $8.84 1 PAINTER $9.98 1 Counties Covered: SPOKANE FITTER $12.59 1 LABORER $8.67 1 MACHINE OPERATOR $13.26 1 PAINTER $10.27 1 WELDER $10.80 1 Supplemental to Wage Rates 11 08/31/2011 Edition, Published August, 2011 METAL FABRICATION (IN SHOP) EFFECTIVE 08/31/2011 (See Benefit Code Key) Classification Code Prevailing Overtime Holiday Wage Code Code Counties Covered: , THURSTON FITTER $27.10 2U 6T LABORER $16.91 2U 6T LAYEROUT $30.63 2U 6T MACHINE OPERATOR $20.86 2U 6T WELDER $24.74 21-1 6T Counties Covered: WHATCOM FITTERNVELDER $13.81 1 LABORER $9.00 1 MACHINE OPERATOR $13.81 1 Counties Covered: YAKIMA FITTER $12.00 1 LABORER $10.31 1 MACHINE OPERATOR $11.32 1 PAINTER $12.00 1 WELDER $11.32 1 Supplemental to Wage Rates 12 .08/31/2011 Edition, Published August, 2011 FABRICATED PRECAST CONCRETE PRODUCTS EFFECTIVE 08/31/2011 (See Benefit Code Key) Classification Code Prevailing Overtime Holiday Wage Code Code Counties Covered: ADAMS,ASOTIN, BENTON,COLUMBIA,DOUGLAS,FERRY,GARFIELD,GRANT,LINCOLN, OKANOGAN,PEND OREILLE,STEVENS,WALLA WALLA AND WHITMAN JOURNEY LEVEL $9.96 1 Counties Covered: CHELAN,KITTITAS,KLICKITAT AND SKAMANIA JOURNEY LEVEL 8.67 1 Counties Covered: CLALLAM,CLARK,COWLIT4 GRAYS HARBOR,ISLAND,JEFFERSON,KITSAP,LEWIS,MASON, PACIFIC,SAN JUAN,SKAGIT,SNOHOMISH,THURSTON AND WAHKIAKUM JOURNEY LEVEL $13.50 1 Counties Covered: FRANKLIN JOURNEY LEVEL $11.50 1 Counties Covered: KING ALL CLASSIFICATIONS $13.85 2K 5B Counties Covered: PIERCE JOURNEY LEVEL $9.28 1 Counties Covered: SPOKANE JOURNEY LEVEL $20.23 1 Counties Covered: WHATCOM JOURNEY LEVEL $13.67 1 Counties Covered: YAKIMA CRAFTSMAN $8.72 1 JOURNEY LEVEL $8.67 1 Supplemental to Wage Rates 13 08/31/2011 Edition, Published August, 2011 II WSDOT's List of State Occupations not applicable to Heavy and Highway Construction Projects This project is subject to the state hourly minimum rates for wages and fringe benefits in the contract provisions, as provided by the state Department of Labor and Industries. The following list of occupations, is comprised of those occupations that are not normally used in the construction of heavy and highway projects. When considering job classifications for use and / or payment when bidding on, or building heavy and highway construction projects for, or administered by WSDOT, these Occupations will be excepted from the included 'Washington State Prevailing Wage Rates For Public Work Contracts" documents. • Electrical Fixture Maintenance Workers • Electricians - Motor Shop • Heating Equipment Mechanics • Industrial Engine and Machine Mechanics • Industrial Power Vacuum Cleaners • Inspection, Cleaning, Sealing of Water Systems by Remote Control ' • Laborers - Underground Sewer&Water • Machinists (Hydroelectric Site Work) • Modular Buildings • Playground & Park Equipment Installers • P'ower Equipment Operators - Underground Sewer&Water • Residential ***ALL ASSOCIATED RATES *** • Sign Makers and Installers (Non-Electrical) • Sign Makers and Installers (Electrical) • Stage Rigging Mechanics(Non Structural) The following occupations may be used only as outlined in the preceding text concerning "WSDOT's list for Suppliers - Manufacturers - Fabricators" -� • Fabricated Precast Concrete Products • Metal Fabrication (In Shop) Definitions for the Scope of Work for prevailing wages may be found at the Washington State Department of Labor and Industries web site and in WAC Chapter 296-127. l 1 Supplemental to Wage Rates 14 08/31/2011 Edition, Published August, 2011 Washington State Department of Labor and Industries ' • Policy Statements (Regarding Production and Delivery of Gravel, Concrete, Asphalt, etc.) WAC 296-127-018 Agency filings affecting this section Coverage and exemptions of workers involved in the production and delivery of gravel, concrete, asphalt, or similar materials. (1) The materials covered under this section include but are not limited to: Sand, gravel, crushed rock, concrete, asphalt, or other similar materials. (2) All workers, regardless of by whom employed, are subject to the provisions of chapter 39.12 RCW when they perform any or all of the following functions: (a) They deliver or discharge any of the above-listed materials to a public works project site: (i) At one or more point(s) directly upon the location where the material will be incorporated into the project; or (ii)At multiple points at the project; or (iii)Adjacent to the location and coordinated with the incorporation of those materials. (b) They wait at or near a public works project site to perform any tasks subject to this section of the rule. (c) They remove any materials from a public works construction site pursuant to contract requirements or specifications (e.g., excavated materials, materials from demolished structures, clean-up materials, etc.). (d) They work in a materials production facility (e.g., batch plant, borrow pit, rock quarry, etc.,) which is established for a public works project for the specific, but not necessarily exclusive, purpose of supplying materials for the project. I (e) They deliver concrete to a public works site regardless of the method of incorporation. (f) They.assist or participate in the incorporation of any materials into the public works project. Supplemental to Wage Rates 15 08/31/2011 Edition, Published August, 2011 1, 1 (3) All travel time that relates to the work covered under subsection (2) of this section requires the payment of prevailing wages. Travel time includes time spent waiting to load, loading, transporting, waiting to unload, and delivering materials. Travel time would include all time spent in travel in support of a public works project whether the vehicle is empty or full. For example, travel time spent returning to a supply source to obtain another load of material for use on a public works site or returning to the public works site to obtain another load of excavated material is time spent in travel that is subject to prevailing wage. Travel to a supply source, including travel from a public works site, to obtain materials for use on a private project would not be travel subject to the prevailing wage. (4)Workers are not subject to the provisions of chapter 39.12 RCW when they deliver ' materials to a stockpile. (a) A "stockpile" is defined as materials delivered to a pile located away from the site of incorporation such that the stockpiled materials must be physically moved from the stockpile and transported to another location on the project site in order to be incorporated into the project. (b) A stockpile does not include any of the functions described in subsection (2)(a) through (f) of this section; nor does a stockpile include materials delivered or distributed to multiple locations upon the project site; nor does a stockpile include materials dumped at the place of incorporation, or adjacent to the location and coordinated with the incorporation. (5) The applicable prevailing wage rate shall be determined by the locality in which the work is performed. Workers subject to subsection (2)(d) of this section, who produce such materials at an off-site facility shall be paid the applicable prevailing wage rates for the county in which the off-site facility is located. Workers subject to subsection (2) of this section, who deliver such materials to a public works project site shall be paid the applicable prevailing wage rates for the county in which the public works project is located. [Statutory Authority: Chapter 39.12 RCW, RCW 43.22.051 and 43.22.270. 08-24-101, § i 296-127-018, filed 12/2/08, effective 1/2/09. Statutory Authority: Chapters 39.04 and 39.12 RCW and RCW 43.22.270. 92-01-104 and 92-08-101, § 296-127-018, filed 12/18/91 and 4/1/92, effective 8/31/92.] Supplemental to Wage Rates 16 08/31/2011 Edition, Published August, 2011 Page 1 of 17 I State of Washington Department of Labor & Industries Prevailing Wage Section - Telephone 360-902-5335 PO Box 44540, Olympia, WA 98504-4540 Washington State Prevailing Wage The PREVAILING WAGES listed here include both the hourly wage rate and the hourly rate of fringe benefits. On public works projects, worker's wage and benefit rates must add to not less than this total. A brief description of overtime calculation requirements are provided on the Benefit Code Key. Journey Level Prevailing Wage Rates for the Effective Date: ' 11/14/2011 County Trade Job Classification Wa a lHoliday Overtime Note' King Asbestos Abatement Workers Journey Level $40.03 5D 1H King Boilermakers Journey Level $57.99 _�N 1C King Brick Mason Brick And Block Finisher $41.01 5A 1M King Brick Mason Journey Level $47.87 5A 1M King Brick Mason Pointer-Caulker-Cleaner $47.87 5A 1M King Building Service Employees Janitor $18.91 5S 2F King Building Service Employees Traveling Waxer/shampooer $19.32 5S 2F King Buildine Service Employees Window Cleaner(non-scaffold) $22.65 5S 2F King Cabinet Makers (In Shops Journey Level $22.74 1 King Carpenters Acoustical Worker $48.63 5D 1M King Carpenters Bridge, Dock And Wharf $48.47 5A 1M Carpenters King Carpenters Carpenter $48.47 5D 1M King Carpenters Creosoted Material $48.57 5D 1M 'King Carpenters Floor Finisher $48.60 5D 1M King Carpenters Floor Layer $48.60 5D 1M King Carpenters Floor Sander $48.60 5D 1 M King Carpenters Sawfiler $48.60 5D 1M King Carpenters Shingler $48.60 5D 1M King Carpenters Stationary Power Saw Operator $48.60 5D 1M King Carpenters Stationary Woodworking Tools $48.60 5D 1M King Cement Masons ' Journey Level $49.15 7A 1M King Divers It Tenders Diver $100.28 5D 1M 8A King Divers 8 Tenders Diver On Standby $56.68 5D 1 M King Divers Ft Tenders Diver Tender $52.23 5D 1M King Divers Et Tenders Surface Rcv ft Rov Operator $52.231 5D 1M King Divers Et Tenders Surface Rcv ft Rov Operator $48.67 5A 1B Tender https:Hfortress.wa.gov/lni/wagelookup/prvWage looku .as x 11 14/2 011 Page 2 of 17 . ;King Dredge Workers Assistant Engineer $49.57 5D 1T 8L ' King Dredge Workers Assistant Mate(deckhand) $49.06 5D 1T 8L %King Dredge Workers Engineer Welder $49.62 5D 1T 8L King Dredge Workers Leverman, Hydraulic $51.19 5D IT 8L '. King Dredge Workers Maintenance $49.06 5D 1T 8L King Dredge Workers Mates And Boatmen $49.57 5D 1T 8L , King Dredge Workers Oiler $49.19 5D IT 8L King Drywall Applicator Journey Level $48.47 5D 1M King Drywall Tapers Journey Level $48.79 5P 1 E King Electrical Fixture Maintenance Journey Level $25.34 5L 1 E Workers King Electricians - Inside Cable Splicer $61.93 7C 2W King Electricians - Inside Cable Splicer (tunnel) $66.55 7C King Electricians - Inside Certified Welder $59.83 7C 2W King Electricians - Inside Certified Welder (tunnel) $64.23 7C 2W King Electricians- Inside Construction Stock Person $31.83 7C 2W King Electricians - Inside Journey Level $57.72 7C 2W King Electricians - Inside Journey Level (tunnel) $61.931 7C 2W King Electricians - Motor Shop Craftsman $15.37 1 King Electricians - Motor Shop Journey Level $14.69 1 , King Electricians - Powerline Cable Splicer $63.04 5A 4A Construction King Electricians - Powerline Certified Line Welder $57.61 5A 4A Construction `King Electricians - Powerline Groundperson $41.06 5A 4A Construction King Electricians - Powerline Head Groundperson $43.33 5A 4A Construction ?King Electricians - Powerline Heavy Line Equipment $57.61 5A 4A Construction Operator King Electricians - Powerline Jackhammer Operator $43.33 5A 4A Construction King Electricians - Powerline Journey Level Lineperson $57.61 5A 4A Construction King Electricians - Powerline Line Equipment Operator $48.64 5A 4A Construction King Electricians - Powerline Pole Sprayer $57.61 5A 4A Construction King Electricians - Powerline Powderperson $43.33 5A 4A Construction King Electronic Technicians Journey Level $31.00 1 King Elevator Constructors Mechanic $72.01 7D 4A King Elevator Constructors Mechanic In Charge $78.13 7D 4A King Fabricated Precast Concrete All Classifications - In-Factory $13.85 5B 2K �. Products Work Only King Fence Erectors Fence Erector $15.18 1 King Flaggers Journey Level $33.931 7A I 2Y https:H fortress.wa.gov/lni/wagelookup/prvWagelookup.aspx 11/14/2011 ' Page 3 of 17 ;King Glaziers Journey Level $50.911 7L 1Y t King Heat Et Frost Insulators And Journeyman $55.68 5J 1S Asbestos Workers ;King Heating Equipment Mechanics Journey Level $67.82 7F 1E King Hod Carriers Ft Mason Tenders Journey Level $41.28 7A 2Y ' King Industrial Engine And Machine Journey Level $15.65 1 Mechanics King Industrial Power Vacuum Journey Level $9.24 1 1 Cleaner King Inland Boatmen Boat Operator $51.95 5B 1 K King Inland Boatmen Cook $48.62 5B 1K King Inland Boatmen Deckhand $48.62 5B 1 K King Inland Boatmen Deckhand Engineer $49.601 5B 1K King Inland Boatmen Launch Operator $50.80 . 5B -1K King Inland Boatmen Mate $50.80 5B 1K King Inspection/Cleaning/Sealing Of Cleaner Operator, Foamer $31.49 1 Sewer It Water Systems By Operator Remote Control 'King Inspection/Cleaning/Sealing Of Grout Truck Operator $11.48 1 Sewer Et Water Systems By Remote Control King Inspection/Cleaning/Sealing Of Head Operator $24.91 1 Sewer 8 Water Systems By Remote Control ,King Inspection/Cleaning/Sealing Of Technician $19.33 1 Sewer Et Water Systems By Remote Control King Inspection/Cleaning/Sealing Of Tv Truck Operator $20.45 1 Sewer 8 Water Systems By Remote Control King Insulation Applicators Journey Level $48.67 5D 1M King Ironworkers Journeyman $57:52 7N 10 King Laborers Air, Gas Or Electric Vibrating $40.03 7A 2Y Screed King Laborers Airtrac Drill Operator $41.28 7A 2Y 'King Laborers Ballast Regular Machine $40.03 7A 2Y ' King Laborers Batch Weighman $33.93 7A 2Y King Laborers Brick Pavers $40.03 7A 2Y King Laborers Brush Cutter $40.031 7A 2Y King Laborers Brush Hog Feeder $40.03 7A 2Y King Laborers Burner $40.03 7A 2Y King Laborers Caisson Worker $41.28 7A 2Y !King Laborers Carpenter Tender $40.03 7A 2Y King Laborers Caulker $40.031 7A 2Y King Laborers Cement Dumper-paving $40.771 7A 2Y King Laborers Cement Finisher Tender $40.03 7A 2Y King Laborers Change House Or Dry Shack $40.03 7A 2Y htt s:Hfortress.wa. ov/lni/wa elooku / rvWa elooku .as x 11/14/2011 P g g PP g P P Page 4 of 17 King Laborers Chipping Gun (under 30 Lbs.) $40.031 7A 2Y ' King Laborers _ Chipping Gun(30 Lbs. And $40.77 7A 2Y Over) King Laborers Choker Setter $40.03 7A 2Y King Laborers Chuck Tender $40.03 7A 2Y King Laborers Clary Power Spreader $40.77 7A 2Y , King Laborers Clean-up Laborer $40.03 7A 2Y King Laborers Compressed Air Worker 0-30 $52.08 7A 2Y 8g , psi - - King Laborers Compressed Air Worker 30.01- $57.08 7A 2Y 8Q 44.00 psi King Laborers Compressed Air Worker 44.01- $60.76 7A 2Y >� 54.00 psi King Laborers Compressed Air Worker 54.01- $66.46 7A 2Y >� 60.00 psi King Laborers Compressed Air Worker 60.01- $68.58 7A 2Y 64.00 psi King Laborers Compressed Air Worker 64.01- $73.68 7A 2Y >� 68.00 psi King Laborers Compressed Air Worker 68.01- $75.58 7A 2Y 70.00 psi ' King Laborers Concrete Dumper/chute $40.77 7A 2Y Operator ;King Laborers Concrete Form Stripper $40.031 7A 2Y King Laborers Concrete Placement Crew $40.77 7A 2Y King Laborers Concrete Saw Operator/core $40.77 7A 2Y Driller King Laborers Crusher Feeder $33.93 7A 2Y King Laborers Curing Laborer $40.03 7A 2Y King Laborers Demolition: Wrecking Et Moving $40.03 7A 2Y (incl. Charred Material) King Laborers Ditch Digger $40.03 7A 2Y King Laborers Diver $41.28 7A 2Y King Laborers Drill Operator $40.77 7A 2Y (hydraulic,diamond) King Laborers Dry Stack Walls $40.03 7A 2Y King Laborers Dump Person $40.031 7A 2Y King Laborers Epoxy Technician $40.03 7A 2Y King Laborers Erosion Control Worker $40.03 7A 2Y King Laborers Faller Et Bucker Chain Saw $40.77 7A 2Y King Laborers Fine Graders $40.03 7A 2Y King Laborers Firewatch .$33.93 7A 2Y King Laborers Form Setter $40.03 7A 2Y King Laborers Gabian Basket Builders $40.03 7A 2Y King Laborers General Laborer $40.03 7A 2Y King Laborers Grade Checker Et Transit $41.28 7A 2Y Person , https://fortress.wa.gov/lni/wagelookup/prvWagelookup.aspx 11/14/2011 Page 5 of 17 :King Laborers Grinders $40.03 7A 2Y King Laborers Grout Machine Tender $40.03 7A 2Y King Laborers Groutmen (pressure)including $40.77 7A 2Y Post Tension Beams King Laborers Guardrail Erector $40.03 7A 2Y s ' King Laborers Hazardous Waste Worker (level $41.28 7A 2Y A) King Laborers Hazardous Waste Worker (level $40.77 7A 2Y 1 B) King Laborers Hazardous Waste Worker (level $40.03 7A 2Y King Laborers High Scaler $41.28 7A 2Y King Laborers Jackhammer $40.77 7A 2Y King Laborers Laserbeam Operator $40.77 7A 2Y King Laborers Maintenance Person $40.03 7A 2Y King Laborers Manhole Builder-mudman $40.77 7A 2Y King Laborers Material Yard Person $40.03 7A 2Y ' King Laborers Miner $41.28 7A 2Y King Laborers Motorman-dinky Locomotive $40.77 7A 2Y King Laborers Nozzleman (concrete Pump, $40.77 7A 2Y ' Green Cutter When Using Combination Of High Pressure Air £t Water On Concrete It Rock, Sandblast, Gunite, Shotcrete, Water Bla King Laborers Pavement Breaker $40.77 7A 2Y King Laborers Pilot Car $33.93 7A 2Y (King Laborers Pipe Layer Lead $41.28 7A 2Y King Laborers Pipe Layer/tailor $40.77 7A 2Y King Laborers Pipe Pot Tender $40.77 7A 2Y King Laborers Pipe Reliner $40.77 7A 2Y King Laborers Pipe Wrapper $40.77 7A 2Y ;King Laborers Pot Tender $40.03 7A 2Y King Laborers Powderman $41.28 7A 2Y King Laborers Powderman's Helper $40.03 7A 2Y King Laborers Power Jacks $40.771 7A 2Y King Laborers Railroad Spike Puller- Power $40.77 7A 2Y King Laborers Raker- Asphalt $41.28 7A 2Y King Laborers Re-timberman $41.28 7A 2Y King Laborers Remote Equipment Operator $40.77 7A 2Y King Laborers Rigger/signal Person $40.77 7A 2Y King Laborers Rip Rap Person $40.03 7A 2Y King Laborers Rivet Buster $40.77 7A 2Y ;King Laborers Rodder $40.771 7A 2Y King Laborers Scaffold Erector $40.03 7A 2Y 1 King Laborers Scale Person $40.03 7A 2Y htt s:Hfortress.wa. ov/lni/wa elooku / rvWa elooku .as x 11/14 2 P g g PP g P P / 011 Page 6 of 17 King Laborers Sloper (over 20") $40.771 7A 2Y King Laborers Sloper Sprayer $40.03 7A 2Y King Laborers Spreader (concrete) $40.77 7A 2Y King Laborers Stake Hopper $40.03 7A 2Y King Laborers Stock Piler $40.03 7A 2Y King Laborers Tamper it Similar Electric, Air $40.77 7A 2Y , Et Gas Operated Tools King Laborers Tamper (multiple It Self- $40.77 7A 2Y propelled) , King Laborers Timber Person - Sewer (lagger, $40.77 7A 2Y Shorer Ft Cribber) King Laborers Toolroom Person (at Jobsite) $40.03 7A 2Y , King Laborers Topper $40.03 7A 2Y King Laborers Track Laborer $40.03 7A 2Y _. King Laborers Track Liner (power) $40.77 7A 2Y King Laborers Truck Spotter $40.03 7A 2Y King Laborers Tugger Operator $40.77 7A 2Y , King Laborers Tunnel Work-Guage and Lock $41.38 7A 2Y Tender King Laborers Tunnel Work-Miner $41.381 7A 2Y , King Laborers Vibrator $40.77 7A 2Y King Laborers Vinyl Seamer $40.03 7A 2Y King Laborers Watchman $30.84 7A 2Y , King Laborers Welder $40.77 7A 2Y King Laborers Well Point Laborer $40.77 7A 2Y _ King Laborers Window Washer/cleaner $30.84 7A 2Y , King Laborers - Underground Sewer General Laborer It Topman $40.03 7A 2Y Et Water King Laborers - Underground Sewer Pipe Layer $40.77 7A 2Y I*Water - King Landscape Construction Irrigation Or Lawn Sprinkler $13.56 1 Installers King Landscape Construction Landscape Equipment $28.17 1 Operators Or Truck Drivers King Landscape Construction Landscaping or Planting $17.87 1 Laborers King Lathers Journey Level $48.74 5D 1H King Marble Setters Journey Level $47.87 5A 1M King Metal Fabrication (In Shop) Fitter $15.86 1 King Metal Fabrication In Shoo) Laborer $9.78 1 King Metal Fabrication In Shop) Machine Operator $13.04 1 King Metal Fabrication (In Shop) Painter $11.10 1 King Metal Fabrication (In ShopZ Welder $15.48 1 , King Millwright Journey Level $49.47 5D 1M King Modular Buildings Cabinet Assembly $11.56 1 King Modular Buildings Electrician $11.56 1 ' 1 k rvWa I oku .a x 11/14/2011 https://fortress.wa.gov/lni/wage oo up/p ge o p sp ' Page 7 of 17 1 if King Modular Buildings Equipment Maintenance $11.561 1 King Modular Buildings Plumber $11.56 1 King Modular Buildings Production Worker $9.40 1 King Modular Buildings Tool Maintenance $11.56 1 King Modular Buildings Utility Person $11.56 1 King Modular Buildings Welder $11.56 1 King Painters Journey Level $35.701 6Z 2B King Pile Driver Journey Level $48.67 5A 1M King Plasterers Journey Level $46.63 1R King Playground Et Park Equipment Journey Level $8.67 1 ' Installers King Plumbers Et Pipefitters Journey Level $70.84 6Z 1G King Power Eauipment Operators Asphalt Plant Operators $50.39 7A IT 8P King Power Equipment Operators Assistant Engineer $47.12 7A IT 8P King Power Equipment Operators Barrier Machine (zipper) $49.90 7A 1T 8P King Power Equipment Operators Batch Plant Operator, $49.90 7A IT 8P Concrete King Power Equipment Operators Bobcat $47.12 7A 1T 8P King Power Equipment Operators Brokk - Remote Demolition $47.12 7A 1T 8P Equipment King Power Equipment Operators Brooms $47.12 7A 1T 8P King Power Equipment Operators Bump Cutter $49.901 7A IT 8P ' King Power Equipment Operators Cableways $50.39 7A IT 8P King Power Equipment Operators Chipper $49.90 7A IT 8P King Power Equipment Operators Compressor $47.12 7A 1T 8P King Power Equipment Operators Concrete Pump: Truck Mount $50.39 7A 1T 8P With Boom Attachment Over 42 M King Power Equipment Operators Concrete Finish Machine-laser $47.12 7A 1T 8P Screed King Power Equipment Operators Concrete Pump - Mounted Or $49.48 7A 1T 8P ' Trailer High Pressure Line Pump, Pump High Pressure. King Power Equipment Operators Concrete Pump: Truck Mount $49.90 7A 1T 8P With Boom Attachment Up To 42m King Power Equipment Operators Conveyors $49.48 7A IT 8P ' King Power Equipment Operators Cranes: 20 Tons Through 44 $49.90 7A IT 8P Tons With Attachments Overhead, Bridge Type Crane: 20 Tons Through 44 Tons King Power Equipment Operators Cranes: 100 Tons Through 199 $50.94 7A IT 8P Tons, or 150'of boom (including jib with attachments); Overhead, bridge type, 100 tons and over; Tower crane up to 175'in height, base to boom. htt s:Hfortress.wa. ov/lni/wa elooku / rvWa elooku .as x 11/14/2011 P g g PP g P P Page 8 of 17 ' King Power Equipment Operators Cranes: 200 Tons To 300 Tons, $51.51 7A IT 8P Or 250'Of Boom (including Jib With Attachments) ;King Power Equipment Operators Cranes: 45 Tons Through 99 $50.39 7A 1T 8P Tons, Under 150' Of Boom E (including Jib With Attachments) , King Power Equipment Operators Cranes: A-frame - 10 Tons And $47.12 7A IT 8P Under King Power Equipment Operators Cranes: Friction 100 Tons $51.51 7A IT 8P , Through 199 Tons 'King Power Equipment Operators Cranes: Friction Over 200 Tons $52.07 7A 1T 8P King Power Equipment Operators Cranes: Over 300 Tons Or 300' $52.07 7A IT 8P , Of Boom (including Jib With Attachments) King Power Equipment Operators Cranes: Through 19 Tons With $49.48 7A 1T 8P Attachments A-frame Over 10 Tons King Power Equipment Operators Crusher $49.90 7A IT 8P King Power Equipment Operators Deck Engineer/deck Winches $49.90 7A IT 8P (power) King Power Equipment Operators Derricks, On Building Work $50.39 7A IT 8P King Power Equipment Operators Dozer Quad 9, HD 41, D10 and $50.39 7A IT 8P Over °King Power Equipment Operators Dozers D-9 Et Under $49.48 7A IT 8P , King Power Equipment Operators Drill Oilers: Auger Type, Truck $49.48 7A IT 8P Or Crane Mount i King Power Equipment Operators Drilling Machine $49.90 7A IT 8P King Power Equipment Operators Elevator And Man-lift: $47.12 7A IT 8P Permanent And Shaft Type ;King Power Equipment Operators Finishing Machine, Bidwell And $49.90 7A IT 8P , Gamaco Et Similar Equipment King Power Equipment Operators Forklift: 3000 Lbs And Over $49.48 7A IT 8P With Attachments , King Power Equipment Operators Forklifts: Under 3000 Lbs. With $47.12 7A IT 8P Attachments King Power Equipment Operators Grade Engineer: Using Blue $49.90 7A IT 8P Prints, Cut Sheets, Etc King Power Equipment Operators Gradechecker/stakeman $47.12 7A IT 8P King Power Equipment Operators Guardrail Punch/Auger $49.90 7A 1T 8P King Power Equipment Operators Hard Tail End Dump $50.39 7A IT 8P Articulating Off- Road Equipment 45 Yards. 8 Over King Power Equipment Operators Hard Tail End Dump $49.90 7A IT 8P t Articulating Off-road Equipment Under 45 Yards King Power Equipment Operators Horizontal/directional Drill $49.48 7A IT 8P , Locator King Power Equipment Operators Horizontal/directional Drill $49.90 7A IT 8P Operator ' https:Hfortress.wa.gov/lni/wagelookup/prvWagelookup.aspx 11/14/2011 ' Page 9 of 17 King Power Equipment Operators Hydralifts/boom Trucks Over $49.48 7A IT 8P 10 Tons ' ;King Power Equipment Operators Hydralifts/boom Trucks, 10 $47.12 7A 1T 8P Tons And Under King Power Equipment Operators Loader, Overhead 8 Yards. Et $50.94 7A 1T 8P - Over King Power Equipment Operators Loader, Overhead, 6 Yards. But $50.39 7A 1T 8P Not Including 8 Yards King Power Equipment Operators Loaders, Overhead Under 6 $49.90 7A 1T 8P Yards King Power Equipment Operators Loaders, Plant Feed $49.90 7A 1T 8P ' King Power Equipment Operators Loaders: Elevating Type Belt $49.48 7A IT 8P King Power Equipment Operators Locomotives, All $49.901 7A IT 8P King Power Equipment Operators Material Transfer Device $49.90 7A IT 8P King Power Equipment Operators Mechanics, All (leadmen - $50.94 7A IT 8P $0.50 Per Hour Over Mechanic) King Power Equipment Operators Mixers: Asphalt Plant $49.90 7A IT 8P King Power Equipment Operators Motor Patrol Grader - Non- $49.48 7A IT 8P finishing King Power Equipment Operators Motor Patrol Graders, Finishing $50.39 7A 1T 8P King Power Equipment Operators Mucking Machine, Mole, Tunnel $50.39 74 1T 8P Drill, Boring, Road Header And/or Shield ' King Power Equipment Operators Oil Distributors, Blower $47.12 7A IT 8P Distribution Et Mulch Seeding Operator King Power Equipment Operators Outside Hoists (elevators And $49.48 7A IT 8P Manlifts), Air Tuggers,strato King Power Equipment Operators Overhead, Bridge Type: 45 $50.39 7A IT 8P Tons Through 99 Tons King Power Equipment Operators Pavement Breaker $47.12 7A IT 8P King Power Equipment Operators Pile Driver (other Than Crane $490 7A IT 8P Mount) ' King Power Equipment Operators Plant Oiler-Asphalt, Crusher $49.48 7A IT 8P King Power Equipment Operators Posthole Digger, Mechanical $47.12 7A IT 8P King Power Equipment Operators Power Plant $47.12 7A IT 8P King Power Equipment Operators Pumps - Water $47.12 7A IT 8P King Power Equipment Operators Quick Tower- No Cab, Under $47.12 7A 1T 8P ' 100 Feet In Height Based To Boom King Power Equipment Operators Remote Control Operator On $50.39 7A IT 8P Rubber Tired Earth Moving Equipment King Power Equipment Operators Rigger And Beliman $47.12 7A IT 8P King Power Equipment Operators Rollagon $50.39 7A IT 8P King Power Equipment Operators Roller, Other Than Plant Mix $47.12 7A IT 8P King Power Equipment Operators Roller, Plant Mix Or Multi-lift $49.48 7A IT 8P Materials htt s:Hfortress.wa. ov/lni/wa elooku / rvWa elooku .as x P g g p P g P P 11/14/2011 Page 10 of 17 ' King Power Equipment Operators Roto-mill, Roto-grinder $49.90 7A IT 8P ' King Power Equipment Operators Saws - Concrete $49.48 7A 1T 8P King Power Eauipment Operators Scraper, Self Propelled Under $49.90 7A 1T 8P ' 45 Yards King Power Eauipment Operators Scrapers - Concrete Et Carry All $49.48 7A IT 8P King Power Equipment Operators Scrapers, Self-propelled: 45 $50.39 7A IT 8P , Yards And Over King Power Equipment Operators Service Engineers - Equipment $49.48 7A IT 8P King Power Equipment Operators Shotcrete/gunite Equipment $47.12 7A IT 8P , King Power Equipment Operators Shovel , Excavator, Backhoe, $49.48 7A IT 8P Tractors Under 15 Metric Tons. King Power Equipment Operators Shovel, Excavator, Backhoe: $50.39 7A IT 8P , Over 30 Metric Tons To 50 Metric Tons _ King Power Equipment Operators Shovel, Excavator, Backhoes, $49.90 7A IT 8P Tractors: 15 To 30 Metric Tons King Power Equipment Operators Shovel, Excavator, Backhoes: $50.94 7A IT 8P. Over 50 Metric Tons To 90 , Metric Tons King Power Equipment Operators Shovel, Excavator, Backhoes: $51.51 7A IT 8P Over 90 Metric Tons King Power Equipment Operators Slipform Pavers $50.39 7A IT 8P King Power Equipment Operators Spreader, Topsider Et $50.39 7A IT 8P Screedman ' King Power Equipment Operators Subgrader Trimmer $49.90 7A IT 8P King Power Equipment Operators Tower Bucket Elevators $49.48 7A IT 8P King Power Equipment Operators Tower Crane Over 175'in $51.51 7A IT 8P Height, Base To Boom s King Power Equipment Operators Tower Crane Up To 175'In $50.94 7A IT 8P Height Base To Boom ' King Power Equipment Operators Transporters, All Track Or $50.39 7A IT 8P `s Truck Type King Power Equipment Operators Trenching Machines $49.48 7A IT 8P , King Power Equipment Operators Truck Crane Oiler/driver- 100 $49.90 7A IT 8P Tons And Over King Power Equipment Operators Truck Crane Oiler/driver Under $49.48 7A IT 8P 100 Tons , King Power Equipment Operators Truck Mount Portable Conveyor $49.90 7A IT 8P King Power Equipment Operators Welder $50.39 7A IT 8P King Power Equipment Operators Wheel Tractors, Farman Type $47.12 7A IT 8P King Power Equipment Operators Yo Yo Pay Dozer $49.90 7A IT 8P King Power Eauipment Operators- Asphalt Plant Operators $50.39 7A IT 8P , Underground Sewer Et Water King Power Equipment Operators- Assistant Engineer $47:12 7A IT 8P Underground Sewer 8:Water ' King Power Equipment Operators- Barrier.Machine (zipper) $49.90 7A IT 8P Underground Sewer Et Water King Power Equipment Operators- Batch Plant Operator, $49.90 7A IT 8P https:H fortress.wa.gov/lni/wagelookup/prvWagelookup.aspx 11/14/2011 Page 11 of 17 1 Underground Sewer a Water Concrete King Power Equipment Operators- Bobcat $47.12 7A 1T 8P Underground Sewer a Water King Power Equipment Operators- Brokk - Remote Demolition $47.12 7A IT 8P Underground Sewer a Water Equipment Y `King Power Equipment Operators- Brooms $47.12 7A IT 8P Underground Sewer a Water King Power Equipment Operators- Bump Cutter $49.90 7A IT 8P Underground Sewer a Water King Power Equipment Operators- Cableways $50.39 7A IT 8P Underground Sewer a Water ' King Power Equipment Operators- Chipper $49.90 7A IT 8P Underground Sewer a Water King Power Equipment Operators- Compressor $47.12 7A IT 8P Underground Sewer a Water King Power Equipment Operators- Concrete Pump: Truck Mount $50.39 7A 1T 8P Underground Sewer a Water With Boom Attachment Over 42 M ' King Power Equipment Operators- Concrete Finish Machine -laser $47.12 7A 1T 8P Underground Sewer a Water Screed King Power Equipment Operators- Concrete Pump - Mounted Or $49.48 7A 1T 8P Underground Sewer a Water Trailer High Pressure Line Pump, Pump High Pressure. King Power Equipment Operators- Concrete Pump: Truck Mount $49.90 7A 1T 8P ' Underground Sewer a Water With Boom Attachment Up To 42m' King Power Equipment Operators- Conveyors $49.48 7A 1T 8P ' Underground Sewer a Water King Power Equipment Operators- Cranes: 20 Tons Through 44 $49.90 7A 1T 8P Underground Sewer a Water Tons With Attachments Overhead, Bridge Type Crane: ' 20 Tons Through 44 Tons King Power Equipment Operators- Cranes: 200 Tons To 300 Tons, $51.51 7A IT 8P ^�- Undereround Sewer a Water Or 250'Of Boom (including Jib With Attachments) King Power Equipment Operators- Cranes: 45 Tons Through 99 $50.39 7A IT 8P Underground Sewer a Water Tons, Under 150'Of Boom (including Jib With Attachments) King Power Equipment Operators- Cranes: A-frame - 10 Tons And $47.12 7A 1T 8P Underground Sewer a Water Under ' King Power Equipment Operators- Cranes: Friction 100 Tons $51.51 7A 1T 8P Underground Sewer a Water Through 199 Tons King Power Equipment Operators- Cranes: Friction Over 200 Tons $52.07 7A 1T 8P Underground Sewer a Water King Power Equipment Operators- Cranes: Over 300 Tons Or 300' $52.07 7A IT 8P Underground Sewer a Water Of Boom (including Jib With ' Attachments) King Power Equipment Operators- Cranes: Through 19 Tons With $49.48 7A IT 8P Underground Sewer a Water Attachments A-frame Over 10 Tons htt s:Hfortress.wa. ov/lni/wa elooku / rvWa elooku .as x 11/14 P g g P P g P P /2011 Page 12 of 17 ' King Power Equipment Operators- Crusher $49.90 7A 1T 8P ' Underground Sewer Et Water King Power Equipment Operators- Deck Engineer/deck Winches $49.90 7A 1T 8P ' Underground Sewer Et Water (power) King Power Equipment Operators- Derricks, On Building Work $50.39 7A IT 8P Underground Sewer Et Water , King Power Equipment Operators- Dozer Quad 9, HD 41, D10 and $50.39 7A 1T 8P Underground Sewer Et Water Over King Power Equipment Operators- Dozers D-9 Et Under $49.48 7A 1T 8P , Underground Sewer Et Water King Power Equipment Operators- Drill Oilers: Auger Type, Truck $49.48 7A 1T 8P Underground Sewer Et Water Or Crane Mount , King Power Equipment Operators- Drilling Machine $49.90 7A IT 8P Underground Sewer Et Water King Power Equipment Operators- Elevator And Man-lift: $47.12 7A IT 8P Underground Sewer Et Water Permanent And Shaft Type 1 King Power Equipment Operators- Finishing Machine, Bidwell And $49.90 7A IT 8P Underground Sewer Et Water Gamaco 8 Similar Equipment King Power Equipment Operators- Forklift: 3000 Lbs And Over $49.48 7A IT 8P r Underground Sewer Et Water With Attachments King Power Equipment Operators- Forklifts: Under 3000 Lbs. With $47.12 7A 1T 8_P Underground Sewer Et Water Attachments ' King Power Equipment Operators- Grade Engineer: Using Blue $49.90 7A IT 8P r Underground Sewer Et Water Prints, Cut Sheets, Etc King Power Equipment Operators- Gradechecker/stakeman $47.12 7A 1T 8P , Underground Sewer Et Water King Power Equipment Operators- Guardrail Punch/Auger $49.90 7A 1T 8P Underground Sewer Et Water , King Power Equipment Operators- Hard Tail End Dump $50.39 7A 1T 8P Underground Sewer Et Water Articulating Off- Road Equipment 45 Yards. Et Over , King Power Equipment Operators- Hard Tail End Dump $49.90 7A 1T 8P Underground Sewer Et Water Articulating Off-road Equipment Under 45 Yards -King Power Equipment Operators. Horizontal/directional Drill $49.48 7A IT 8P ' Underground Sewer Et Water Locator King Power Equipment Operators- Horizontal/directional Drill $49.90 7A 1T 8P Underground Sewer Et Water Operator King Power Equipment Operators- Hydralifts/boom Trucks Over $49.48 7A . 1T 8P Underground Sewer Et Water 10 Tons ;King Power Equipment Operators- Hydralifts/boom Trucks, 10 $47.12 7A 1T 8P , Underground Sewer Et Water Tons"And Under King Power Equipment Operators- Loader, Overhead 8 Yards. Et $50.94 7A IT 8P Underground Sewer Et Water Over ' King Power Equipment Operators- Loader, Overhead, 6 Yards. But $50.39 7A IT 8P Underground Sewer Et Water Not Including 8 Yards King Power Equipment Operators- Loaders, Overhead Under 6 $49.90 7A IT 8P , Underground Sewer Et Water Yards King Power Eguioment Operators- Loaders, Plant Feed $49.90 7A IT 8P Underground Sewer Et Water ' https:H fortress.wa.gov/lni/wagelookup/prvWagelookup.aspx 11/14/2011 Page 13 of 17 `King Power E ui ment Operators Loaders: Elevating Type Belt $49.48 7_A IT 8P _ Underground Sewer Et Water King Power Equipment Operators- Locomotives, All $49.90 7A 1T Underground Sewer Et Water King Power Equipment Operators- Material Transfer Device $49.90 7A IT 8P Underground Sewer Et Water King Power Equipment Operators- Mechanics, All (leadmen - $50.94 7A IT 2 Underground Sewer Et Water $0.50 Per Hour Over Mechanic) ' King Power Equipment Operators- Mixers: Asphalt Plant $49.90 7A 1T 8P Underground Sewer Et Water King Power Equipment Operators- Motor Patrol Grader - Non- $49.48 7A 1T 8P Underground Sewer Et Water finishing ' King Power Equipment Operators- Motor Patrol Graders, Finishing $50.39 7A IT 8P Underground Sewer Et Water ' King Power Equipment Operators- Mucking Machine, Mote, Tunnel $50.39 7A IT 8P Underground Sewer Et Water Drill, Boring, Road Header And/or Shield King Power Equipment Operators- Oil Distributors, Blower $47.12 7A 1T 8P Underground Sewer Et Water Distribution Et Mulch Seeding Operator King Power Equipment Operators- Outside Hoists (elevators And $49.48 7A 1T 8P Underground Sewer Et Water Manlifts), Air Tuggers,strato King Power Equipment Operators- Overhead, Bridge Type: 45 $50.39 7A IT 8P Underground Sewer Et Water Tons Through 99 Tons ' King Power Equipment Operators Pavement Breaker $47.12 7A IT 8P Underground Sewer Et Water King Power Equipment Operators- Pile Driver (other Than Crane $49.90 7A IT 8P Underground Sewer Et Water Mount) King Power Equipment Operators- Plant Oiler- Asphalt, Crusher $49.48 7A IT 8P Underground Sewer Et Water King Power Equipment Operators- Posthole Digger, Mechanical $47.12 7A IT 8P Underground Sewer Et Water King Power Equipment Operators- Power Plant $47.12 7A IT 8P Underground Sewer Et Water ' King Power Equipment Operators- Pumps -Water $47.12 7A 1T 8P Underground Sewer Et Water King Power Equipment Operators- Quick Tower- No Cab, Under $47.12 7A IT 8P 1 Underground Sewer Et Water 100 Feet In Height Based To Boom King Power Equipment Operators- Remote Control Operator On $50.39 7A IT 8P ' Underground Sewer Et Water Rubber Tired Earth Moving Equipment King Power Equipment Operators- Rigger And Bellman $47.12 7A IT 8P Underground Sewer Et Water King Power Equipment Operators- Rollagon $50.39 7A IT 8P Underground Sewer Et Water King Power Eauipment Operators- Roller, Other Than Plant Mix $47.12 7A IT 8P ' Underground Sewer Et Water King Power Equipment Operators- Roller, Plant Mix Or Multi-lift $49.48 7A IT 8P Underground Sewer Et Water Materials https://fortress.wa.gov/lni/wagelookup/prvWagelookup.aspx 11/14/2011 Page 14 of 17 ' King Power Equipment Operators Roto-mill, Roto-grinder $49.90 7A IT 8P ' Underground Sewer Ft Water King Power Equipment Operators- Saws - Concrete $49.48 7A 1T 8P ' Underground Sewer Et Water King Power Equipment Operators- Scraper, Self Propelled Under $49.90 7A IT 8P Underground Sewer Et Water 45 Yards ' King Power Equipment Operators- Scrapers - Concrete Et Carry All $49.48 7A IT 8P Underground Sewer Et Water King Power Equipment Operators- Scrapers, Self-propelled: 45 $50.39 7A IT 8P , Underground Sewer Ft Water Yards And Over King Power Equipment Operators- Service Engineers - Equipment $49.48 7A IT 8P Underground Sewer Et Water King Power Equipment Operators- Shotcrete/gunite Equipment $47.12 7A IT 8P , Underground Sewer Et Water King Power Equipment Operators- Shovel , Excavator, Backhoe, $49.48 7A IT 8P Underground Sewer Et Water Tractors Under 15 Metric Tons. King Power Equipment Operators- Shovel, Excavator, Backhoe: $50.39 7A 1T 8P Underground Sewer Et Water Over 30 Metric Tons To 50 Metric Tons , King Power Equipment Operators- Shovel, Excavator, Backhoes, $49.90 7A IT 8P Underground Sewer Et Water Tractors: 15 To 30 Metric Tons King Power Equipment Operators- Shovel, Excavator, Backhoes: $50.94 7A IT 8P Underground Sewer Et Water Over 50 Metric Tons To 90 Metric Tons King Power Equipment Operators- Shovel, Excavator, Backhoes: $51.51 7A IT 8P , Underground Sewer Et Water Over 90 Metric Tons King Power Equipment Operators- Slipform Pavers $50.39 7A IT 8P Underground Sewer Et Water King Power Equipment Operators- Spreader, Topsider Et $50.39 7A IT 8P Underground Sewer Et Water Screedman King Power Equipment Operators- Subgrader Trimmer $49.90 7A IT 8P Underground Sewer Et Water ' King Power Equipment Operators- Tower Bucket Elevators $49.48 7A IT 8P Underground Sewer Et Water King Power Equipment Operators- Tower Crane Over 175'in $51.51 7A IT 8P ' Underground Sewer Ft Water Height, Base To Boom King Power Equipment Operators- Tower Crane Up To 175' In $50.94 7A IT 8P Underground Sewer Ft Water Height Base To Boom King Power Equipment Operators- Transporters, All Track Or $50.39 7A IT 8P Underground Sewer Et Water Truck Type — King Power Equipment Operators- Trenching Machines $49.48 7A IT 8P Underground Sewer Et Water King Power Equipment Operators- Truck Crane Oiler/driver- 100 $49.90 7A IT 8P Underground Sewer Et Water Tons And Over ' King Power Equipment Operators- Truck Crane Oiler/driver Under $49.48 7A IT 8P Underground Sewer Et Water 100 Tons King Power Equipment Operators- Truck Mount Portable Conveyor $49.90 7A IT 8P , Underground Sewer Et Water King Power Equipment Operators- Welder $50.39 7A IT 8P Underground Sewer Et Water ' https:H fortress.wa.gov/lni/wagelookup/prvWagelookup.aspx 11/14/2011 Page 15 of 17 King Power E u_i P ment Operators- Wheel Tractors Farmall Type $47.12 7—A —1T 8P — s Underground Sewer Et Water King Power Equipment Operators- . Yo Yo Pay Dozer $49.90 7A 1T 8P Underground Sewer Et Water King Power Line Clearance Tree Journey Level In Charge $41.95 5A 4A Trimmers King Power Line Clearance Tree Spray Person $39.83 5A 4A Trimmers ' King Power Line Clearance Tree Tree Equipment Operator $40.36 5A 4A Trimmers King Power Line Clearance Tree Tree Trimmer $37.53 5A 4A Trimmers ' King Power Line Clearance Tree Tree Trimmer Groundperson $28.35 5A 4A Trimmers King Refrigeration Et Air Journey Level $69.96 6Z 1 G ' Conditioning Mechanics King Residential Brick Mason Journey Level $47.87 5A 1M King Residential Carpenters Journey Level $28.20 1 ' King Residential Cement Masons Journey Level $22.64 1 King Residential Drywall Applicators Journey Level $38.08 5D 1M King Residential Drywall Tapers Journey Level $48.79 5P 1 E 'King Residential Electricians Journey Level $30.33 1 'King Residential Glaziers Journey Level $34.60 7L 1H ' King Residential Insulation Journey Level $26.28 1 Applicators King Residential Laborers Journey Level $23.03 1 King Residential Marble Setters Journey Level $24.09 1 King Residential Painters Journey Level $24.461 1 King Residential Plumbers li Journey Level $34.69 1 Pipefitters King Residential Refrigeration Et Air Jowney Level $69.96 6Z 1 G Conditioning Mechanics 1 King Residential Sheet Metal Journey Level (Field or Shop) $40.04 7F 111 Workers King Residential Soft Floor Layers Journey Level $41.95 5A 2Z King Residential Sprinkler Fitters Journey Level $41.31 5C 2R (Fire Protection) King Residential Stone Masons Journey Level $47.87 5A 1M King Residential Terrazzo Workers Journey Level $43.931 5A 1M King Residential Terrazzo/Tile Journey Level $21.46 1 Finishers King Residential Tile Setters Journey Level $25.17 1 Kin Roofers Journey Level 43.65 5A 1R King Y $ King Roofers Using Irritable Bituminous $46.65 5A 1R ' Materials King Sheet Metal Workers Journey Level (Field or Shop) $67.82 7F 1 E King iShil2building Et Ship Repair Boilermaker $34.13 7M 1 H King Shipbuilding Et Ship Repair Carpenter $34.991 70 1B htt s:Hfortress.wa. ov/lni/wa elooku / rvWa el k p g g p p g oo up.aspx 11/14/2011 Page 16 of 17 ' King Shipbuilding Et Ship Repair Electrician $34.90 70 1 B ' ;King Shipbuilding Et Ship Repair Heat Et Frost Insulator $55.68 5.1 1S King Shipbuilding It Ship Repair Laborer $33.62 70 113 , King Shipbuilding & Ship Repair Machinist $34.62 70 1B King Shipbuilding at Ship Repair Operator $37.04 70 1B King Shipbuilding &Ship Repair Painter $36.21 70 1B ' King Shipbuilding 8 Ship Repair Pipefitter $34.64 70 1B King Shipbuilding it Ship Repair Rigger $34.67 70 1B , King Shipbuilding 8 Ship Repair Sandblaster $33.62 70 1B King Shipbuilding Et Ship Repair Sheet Metal $34.59 70 1B King Shipbuilding &Ship Repair Shipfitter $34.67 70 1B , King Shipbuilding &Ship Repair Trucker $34.49 70 1B King Shipbuilding Et Ship Repair Warehouse $34.55 70 1B King Shipbuilding Et Ship Repair Welder/burner $34.67 70 1B , King Sign Makers it Installers Sign Installer $22.92 1 (Electrical) King Sign Makers Et Installers Sign Maker $21.36 1 ' (Electrical) King Sign Makers 8 Installers (Non- Sign Installer $27.28 1 i Electrical King Sign Makers Et Installers (Non- Sign Maker $33.25 1 Electrical King Soft Floor Layers Journey Level $41.95 5A 2Z , 'King Solar Controls For Windows Journey Level $12.44 1 King Sprinkler Fitters (Fire Journey Level $68.79 5C 1X Protection) King Stage Rigging Mechanics (Non Journey Level $13.23 1 Structural) 'King Stone Masons Journey Level $47.87 5A 1M ' 4 ` King Street And Parking Lot Journey Level $1"9 1 Sweeper Workers King Surveyors Assistant Construction Site $49.48 7A 1T 8P ' Surveyor King Surveyors Chainman $48.96 7A 1T 8P 'King Surveyors. Construction Site Surveyor $50.39 7A 1T 8P ' King Telecommunication Journey Level $22.76 1 Technicians King Telephone Line Construction - Cable Splicer $34.20 5A 2B ' Outside King Telephone Line Construction - Hole Digger/Ground Person $18.72 5A 2B Outside King Telephone Line Construction - Installer (Repairer) $32.78 5A 2B Outside King Telephone Line Construction - Special Aparatus Installer 1 $34.20 5A 2B , Outside King Telephone Line Construction - Special Apparatus Installer II $33.51 5A 2B Outside ' https:Hfortress.wa.gov/lni/wagelookup/prvWagelookup.aspx 11/14/2011 Page 17 of 17 ' King Telephone Line Construction - Telephone Equipment Operator $34.21 5A 2B Outside (Heavy) King Telephone Line Construction - Telephone Equipment Operator $31.81 5A 2B Outside (Light) King Telephone Line Construction - Telephone Lineperson $31.81 5A 2B Outside King Telephone Line Construction - Television Groundperson $18.16 5A 2B Outside King Telephone Line Construction - Television Lineperson/Installer $24.09 5A 2B ' Outside King Telephone Line Construction - Television System Technician $28.72 5A 2B Outside ' King Telephone Line Construction - Television Technician $25.81 5A 2B Outside ' King Telephone Line Construction - Tree Trimmer $31.82 5A 2B Outside King Terrazzo Workers Journey Level $43.93 5A 1M King Tile Setters Journey Level $21.65 1 ' King Tile, Marble Et Terrazzo Finisher $37.76 5A 1 B Finishers 'King Traffic Control Stripers Journey Level $39.90 7A 1 K ' -King Truck Drivers Asphalt Mix Over 16 Yards (W. $46.72 5D 3A ALL WA-Joint Council 28) King Truck Drivers Asphalt Mix To 16 Yards (W. $45.88 5D 3A 8L ' WA-Joint Council 28) King Truck Drivers Dump Truck ft Trailer $46.72 5D 3A 8L King Truck Drivers Dump Truck (W. WA-Joint $45.88 5D 3A 8L Council 28) King Truck Drivers Other Trucks (W. WA-Joint $46.72 5D 3A 8L Council 28) ' King Truck Drivers Transit Mixer $23.45 1 King Well Drillers Et Irrigation Pump Irrigation Pump Installer $17.71 1 Installers King Well Drillers Et Irrigation Pump Oiler $12.97 1 Installers King Well Drillers Et Irrigation Pump Well Driller $18.00 1 Installers https:Hfortress.wa.gov/lni/wagelookup/prvWagelookup.aspx 11/14/2011 r BENEFIT CODE KEY-EFFECTIVE 08-31-2011 THRU 03-02-2012 ****t*****t*s**s�*s*****srs**�***r*s*r************s******•***s:e�**a:*s**:�*��ss**�s**ss*�s*�*ss*ss*►:s*�s*ass*:**rs**ra* OVERTIME CODES OVERTIME CALCULATIONS ARE BASED ON THE HOURLY RATE ACTUALLY PAID TO THE WORKER. ON PUBLIC WORKS PROJECTS,THE HOURLY RATE MUST BE NOT LESS THAN THE PREVAILING RATE OF WAGE MINUS THE HOURLY RATE OF THE COST OF FRINGE BENEFITS ACTUALLY PROVIDED FOR THE WORKER. 1. ALL HOURS WORKED IN EXCESS OF EIGHT(8)HOURS PER DAY OR FORTY(40)HOURS PER WEEK SHALL BE PAID AT ONE AND ONE-HALF TIMES THE HOURLY RATE OF WAGE. ' B. ALL HOURS WORKED ON SATURDAYS SHALL BE PAID AT ONE AND ONE-HALF TIMES THE HOURLY RATE OF WAGE. ALL HOURS WORKED ON SUNDAYS AND HOLIDAYS SHALL BE PAID AT DOUBLE THE HOURLY RATE OF WAGE. ' C. THE FIRST TWO(2)HOURS AFTER EIGHT(8)REGULAR HOURS MONDAY THROUGH FRIDAY AND THE FIRST TEN(10)HOURS ON SATURDAY SHALL BE PAID AT ONE AND ONE-HALF TIMES THE HOURLY RATE OF WAGE. ALL OTHER OVERTIME HOURS AND ALL HOURS WORKED ON SUNDAYS AND HOLIDAYS SHALL BE PAID AT ' DOUBLE THE HOURLY RATE OF WAGE. D. THE FIRST TWO(2)HOURS BEFORE OR AFTER A FIVE-EIGHT(8)HOUR WORKWEEK DAY OR A FOUR- TEN (10) HOUR WORKWEEK DAY AND THE FIRST EIGHT (8) HOURS WORKED THE NEXT DAY AFTER EITHER WORKWEEK SHALL BE PAID AT ONE AND ONE-HALF TIMES THE HOURLY RATE OF WAGE. ALL ADDITIONAL HOURS WORKED AND ALL WORKED ON SUNDAYS AND HOLIDAYS SHALL BE PAID AT DOUBLE THE HOURLY RATE OF WAGE. ' E. THE FIRST TWO(2)HOURS AFTER EIGHT(8)REGULAR HOURS MONDAY THROUGH FRIDAY AND THE FIRST EIGHT (8) HOURS ON SATURDAY SHALL BE PAID AT ONE AND ONE-HALF TIMES THE HOURLY RATE OF WAGE. ALL OTHER HOURS WORKED MONDAY THROUGH SATURDAY, AND ALL HOURS WORKED ON SUNDAYS AND HOLIDAYS SHALL BE PAID AT DOUBLE THE HOURLY RATE OF WAGE. ' F. THE FIRST TWO (2)HOURS AFTER EIGHT(8)REGULAR HOURS MONDAY THROUGH FRIDAY AND THE FIRST TEN(10)HOURS ON SATURDAY SHALL BE PAID AT ONE AND ONE-HALF TIMES THE HOURLY RATE OF WAGE. ALL OTHER OVERTIME HOURS WORKED, EXCEPT LABOR DAY, SHALL BE PAID AT DOUBLE THE HOURLY ' RATE OF WAGE. ALL HOURS WORKED ON LABOR DAY SHALL BE PAID AT THREE TIMES THE HOURLY RATE OF WAGE. G. THE FIRST TEN(10)HOURS WORKED ON SATURDAYS AND THE FIRST TEN(10)HOURS WORKED ON A FIFTH CALENDAR WEEKDAY IN A FOUR - TEN HOUR SCHEDULE, SHALL BE PAID AT ONE AND ONE-HALF TIMES THE HOURLY RATE OF WAGE. ALL HOURS WORKED IN EXCESS OF TEN (10) HOURS PER DAY MONDAY THROUGH SATURDAY AND ALL HOURS WORKED ON SUNDAYS AND HOLIDAYS SHALL BE PAID AT DOUBLE THE HOURLY RATE OF WAGE. ' H. ALL HOURS WORKED ON SATURDAYS (EXCEPT MAKEUP DAYS IF WORK IS LOST DUE TO INCLEMENT -WEATHER CONDITIONS OR EQUIPMENT BREAKDOWN) SHALL BE PAID AT ONE AND ONE-HALF TIMES THE HOURLY RATE OF WAGE. ALL HOURS WORKED MONDAY THROUGH SATURDAY OVER TWELVE(12)HOURS AND ALL HOURS WORKED ON SUNDAYS AND HOLIDAYS SHALL BE PAID AT DOUBLE THE HOURLY RATE OF WAGE. I. ALL HOURS WORKED ON SUNDAYS AND HOLIDAYS SHALL ALSO BE PAID AT ONE AND DOUBLE THE HOURLY RATE OF WAGE. J. THE FIRST TWO(2)HOURS AFTER EIGHT(8)REGULAR HOURS MONDAY THROUGH FRIDAY AND THE FIRST TEN(10)HOURS ON SATURDAY SHALL BE PAID AT ONE AND ONE-HALF TIMES THE HOURLY RATE OF WAGE. ALL HOURS WORKED OVER TEN (10) HOURS MONDAY THROUGH SATURDAY, SUNDAYS AND HOLIDAYS SHALL BE PAID AT DOUBLE THE HOURLY RATE OF WAGE. K. ALL HOURS WORKED ON SATURDAYS AND SUNDAYS SHALL BE PAID AT ONE AND ONE-HALF TIMES THE HOURLY RATE OF WAGE. ALL HOURS WORKED ON HOLIDAYS SHALL BE PAID AT DOUBLE THE HOURLY RATE OF WAGE. L. ALL HOURS WORKED IN EXCESS OF TEN (10) HOURS PER DAY MONDAY THROUGH SATURDAY AND ALL HOURS WORKED ON SUNDAYS AND HOLIDAYS SHALL BE PAID AT DOUBLE THE HOURLY RATE OF WAGE. M. ALL HOURS WORKED ON SATURDAYS (EXCEPT MAKEUP DAYS IF WORK IS LOST DUE TO INCLEMENT WEATHER CONDITIONS)SHALL BE PAID AT ONE AND ONE-HALF TIMES THE HOURLY RATE OF WAGE. ALL HOURS WORKED ON SUNDAYS AND HOLIDAYS SHALL BE PAID AT DOUBLE THE HOURLY RATE OF WAGE. N. ALL HOURS WORKED ON SATURDAYS (EXCEPT MAKEUP DAYS) SHALL BE PAID AT ONE AND ONE-HALF TIMES THE HOURLY RATE OF WAGE. ALL HOURS WORKED ON SUNDAYS AND HOLIDAYS SHALL BE PAID AT ' DOUBLE THE HOURLY RATE OF WAGE. BENEFIT CODE KEY-EFFECTIVE 08-31-2011 THRU 03-02-2012 -2- O. THE FIRST TEN (10) HOURS WORKED ON SATURDAY SHALL BE PAID AT ONE AND ONE-HALF TIMES THE ' HOURLY RATE OF WAGE. ALL HOURS WORKED ON SUNDAYS, HOLIDAYS AND AFTER TWELVE(12)HOURS, MONDAY THROUGH FRIDAY, AND AFTER TEN (10)HOURS ON SATURDAY SHALL BE PAID AT DOUBLE THE , HOURLY RATE OF WAGE. P. ALL HOURS WORKED ON SATURDAYS (EXCEPT MAKEUP DAYS IF CIRCUMSTANCES WARRANT) AND SUNDAYS SHALL BE PAID AT ONE AND ONE-HALF TIMES THE HOURLY RATE OF WAGE. ALL HOURS WORKED ON HOLIDAYS SHALL BE PAID AT DOUBLE THE HOURLY RATE OF WAGE. ' 1. Q. THE FIRST TWO(2)HOURS AFTER EIGHT(8)REGULAR HOURS MONDAY THROUGH FRIDAY AND UP TO TEN (10)HOURS WORKED ON SATURDAYS SHALL BE PAID AT ONE AND ONE-HALF TIMES THE HOURLY RATE OF WAGE. ALL HOURS WORKED IN EXCESS OF TEN(10)HOURS PER DAY MONDAY THROUGH SATURDAY AND ALL HOURS WORKED ON SUNDAYS AND HOLIDAYS(EXCEPT CHRISTMAS DAY)SHALL BE PAID AT DOUBLE THE HOURLY RATE OF WAGE. ALL HOURS WORKED ON CHRISTMAS DAY SHALL BE PAID AT TWO AND ONE- HALF TIMES THE HOURLY RATE OF WAGE. R. ALL HOURS WORKED ON SUNDAYS AND HOLIDAYS SHALL BE PAID AT TWO TIMES THE HOURLY RATE OF ' WAGE. S. THE FIRST TWO(2)HOURS AFTER EIGHT(8)REGULAR HOURS MONDAY THROUGH FRIDAY AND THE FIRST ' EIGHT (8) HOURS ON SATURDAY SHALL BE PAID AT ONE AND ONE-HALF TIMES THE HOURLY RATE OF WAGE. ALL HOURS WORKED ON HOLIDAYS AND ALL OTHER OVERTIME HOURS WORKED, EXCEPT LABOR DAY, SHALL BE PAID AT DOUBLE THE HOURLY RATE OF WAGE. ALL HOURS WORKED ON LABOR DAY SHALL BE PAID AT THREE TIMES THE HOURLY RATE OF WAGE. , T. WORK PERFORMED IN EXCESS OF EIGHT(8) HOURS OF STRAIGHT TIME PER DAY, OR TEN (10) HOURS OF STRAIGHT TIME PER DAY WHEN FOUR TEN(10)HOUR SHIFTS ARE ESTABLISHED, OR FORTY(40)HOURS OF STRAIGHT TIME PER WEEK,MONDAY THROUGH FRIDAY,OR OUTSIDE THE NORMAL SHIFT,AND ALL WORK ' ON SATURDAYS SHALL BE PAID AT TIME AND ONE-HALF THE STRAIGHT TIME RATE.HOURS WORKED OVER TWELVE HOURS(12)IN A SINGLE SHIFT AND ALL WORK PERFORMED AFTER 6:00 PM SATURDAY TO 6:00 AM MONDAY AND HOLIDAYS SHALL BE PAID AT DOUBLE THE STRAIGHT TIME RATE OF PAY. THE EMPLOYER SHALL HAVE THE SOLE DISCRETION TO ASSIGN OVERTIME WORK TO EMPLOYEES. PRIMARY , CONSIDERATION FOR OVERTIME WORK SHALL BE GIVEN TO EMPLOYEES REGULARLY ASSIGNED TO THE WORK TO BE PERFORMED ON OVERTIME SITUATIONS.AFTER AN EMPLOYEE HAS WORKED EIGHT(8)HOURS AT AN APPLICABLE OVERTIME RATE, ALL ADDITIONAL HOURS SHALL BE AT THE APPLICABLE OVERTIME RATE UNTIL SUCH TIME AS THE EMPLOYEE HAS HAD A BREAK OF EIGHT(8)HOURS OR MORE. U. ALL HOURS WORKED ON SATURDAYS SHALL BE PAID AT ONE AND ONE-HALF TIMES THE HOURLY RATE OF WAGE. ALL HOURS WORKED ON SUNDAYS AND HOLIDAYS (EXCEPT LABOR DAY) SHALL BE PAID AT TWO TIMES THE HOURLY RATE OF WAGE. ALL HOURS WORKED ON LABOR DAY SHALL BE PAID AT THREE TIMES , THE HOURLY RATE OF WAGE. V. ALL HOURS WORKED ON SUNDAYS AND HOLIDAYS(EXCEPT THANKSGIVING DAY AND CHRISTMAS DAY) SHALL BE PAID AT ONE AND ONE-HALF TIMES THE HOURLY RATE OF WAGE. ALL HOURS WORKED ON ' THANKSGIVING DAY AND CHRISTMAS DAY SHALL BE PAID AT DOUBLE THE HOURLY RATE OF WAGE. W. ALL HOURS WORKED ON SATURDAYS AND SUNDAYS (EXCEPT MAKE-UP DAYS,DUE TO CONDITIONS BEYOND THE CONTROL OF THE EMPLOYER)) SHALL BE PAID AT ONE AND ONE-HALF TIMES THE HOURLY RATE OF WAGE. ALL HOURS WORKED ON HOLIDAYS SHALL BE PAID AT DOUBLE THE HOURLY RATE OF WAGE. X. THE FIRST FOUR(4)HOURS AFTER EIGHT(8)REGULAR HOURS MONDAY THROUGH FRIDAY AND THE FIRST TWELVE (12)HOURS ON SATURDAY SHALL BE PAID AT ONE AND ONE-HALF TIMES THE HOURLY RATE OF ' WAGE. ALL HOURS WORKED OVER TWELVE (12) HOURS MONDAY THROUGH SATURDAY, SUNDAYS AND HOLIDAYS SHALL BE PAID AT DOUBLE THE HOURLY RATE OF WAGE. WHEN HOLIDAY FALLS ON SATURDAY OR SUNDAY, THE DAY BEFORE SATURDAY, FRIDAY, AND THE DAY AFTER SUNDAY, MONDAY, SHALL BE CONSIDERED THE HOLIDAY AND ALL WORK PERFORMED SHALL BE PAID AT DOUBLE THE HOURLY RATE OF WAGE. Y. ALL HOURS WORKED OUTSIDE THE HOURS OF 5:00 AM AND 5:00 PM (OR SUCH OTHER HOURS AS MAY BE AGREED UPON BY ANY EMPLOYER AND THE EMPLOYEE)AND ALL HOURS WORKED IN EXCESS OF EIGHT(8) HOURS PER DAY (10 HOURS PER DAY FOR A 4 X 10 WORKWEEK) AND ON SATURDAYS AND HOLIDAYS (EXCEPT LABOR DAY)SHALL BE PAID AT ONE AND ONE-HALF TIMES THE HOURLY RATE OF WAGE.(EXCEPT FOR EMPLOYEES WHO ARE ABSENT FROM WORK WITHOUT PRIOR APROVAL ON A SCHEDULED WORKDAY DURING THE WORKWEEK SHALL BE PAID AT THE STRAIGHT-TIME RATE UNTIL THEY HAVE WORKED 8 HOURS IN A DAY (10 IN A 4 X 10 WORKWEEK) OR 40 HOURS DURING THAT WORKWEEK.) ALL HOURS WORKED MONDAY THROUGH SATURDAY OVER TWELVE (12) HOURS AND ALL HOURS WORKED ON SUNDAYS AND LABOR DAY SHALL BE PAID AT DOUBLE THE HOURLY RATE OF WAGE. BENEFIT CODE KEY-EFFECTIVE 08-31-2011 THRU 03-02-2012 -3- 1. Z ALL HOURS WORKED ON SATURDAYS AND SUNDAYS SHALL BE PAID AT ONE AND ONE-HALF TIMES THE HOURLY RATE OF WAGE. ALL HOURS WORKED ON HOLIDAYS SHALL BE PAID THE STRAIGHT TIME RATE OF PAY IN ADDITION TO HOLIDAY PAY. 2. ALL HOURS WORKED IN EXCESS OF EIGHT(8)HOURS PER DAY OR FORTY(40)HOURS PER WEEK SHALL BE PAID AT ONE AND ONE-HALF TIMES THE HOURLY RATE OF WAGE. B. ALL HOURS WORKED ON HOLIDAYS SHALL BE PAID AT ONE AND ONE-HALF TIMES THE HOURLY RATE OF WAGE. C. ALL HOURS WORKED ON SUNDAYS SHALL BE PAID AT ONE AND ONE-HALF TIMES THE HOURLY RATE OF ' WAGE. ALL HOURS WORKED ON HOLIDAYS SHALL BE PAID AT TWO TIMES THE HOURLY RATE OF WAGE. F. THE FIRST EIGHT(8)HOURS WORKED ON HOLIDAYS SHALL BE PAID AT THE STRAIGHT HOURLY RATE OF ' WAGE IN ADDITION TO THE HOLIDAY PAY. ALL HOURS WORKED IN EXCESS OF EIGHT (8) HOURS ON HOLIDAYS SHALL BE PAID AT DOUBLE THE HOURLY RATE OF WAGE. G. ALL HOURS WORKED ON SUNDAY SHALL BE PAID AT TWO TIMES THE HOURLY RATE OF WAGE. ALL HOURS WORKED ON PAID HOLIDAYS SHALL BE PAID AT TWO AND ONE-HALF TIMES THE HOURLY RATE OF WAGE INCLUDING HOLIDAY PAY. H. ALL HOURS WORKED ON SUNDAY SHALL BE PAID AT TWO TIMES THE HOURLY RATE OF WAGE. ALL HOURS WORKED ON HOLIDAYS SHALL BE PAID AT ONE AND ONE-HALF TIMES THE HOURLY RATE OF WAGE. K. ALL HOURS WORKED ON HOLIDAYS SHALL BE PAID AT TWO TIMES THE HOURLY RATE OF WAGE IN ' ADDITION TO THE HOLIDAY PAY. 0. ALL HOURS WORKED ON SUNDAYS AND HOLIDAYS SHALL BE PAID AT ONE AND ONE-HALF TIMES THE HOURLY RATE OF WAGE. ' 2. R. ALL HOURS WORKED ON SUNDAYS AND HOLIDAYS AND ALL HOURS WORKED OVER SIXTY (60) IN ONE WEEK SHALL BE PAID AT DOUBLE THE HOURLY RATE OF WAGE. U. ALL HOURS WORKED ON SATURDAYS SHALL BE PAID AT ONE AND ONE-HALF TIMES THE HOURLY RATE OF WAGE. ALL HOURS WORKED OVER 12 HOURS IN A DAY,OR ON SUNDAYS AND HOLIDAYS SHALL BE PAID AT DOUBLE THE HOURLY RATE OF WAGE. ' W. THE FIRST TWO(2)HOURS AFTER EIGHT(8)REGULAR HOURS MONDAY THROUGH FRIDAY AND THE FIRST EIGHT (8) HOURS ON SATURDAY SHALL BE PAID AT ONE AND ONE-HALF TIMES THE HOURLY RATE OF WAGE. ALL OTHER HOURS WORKED MONDAY THROUGH SATURDAY, AND ALL HOURS WORKED ON SUNDAYS AND HOLIDAYS SHALL BE PAID AT DOUBLE THE HOURLY RATE OF WAGE. ON A FOUR-DAY,TEN- , HOUR WEEKLY SCHEDULE,EITHER MONDAY THRU THURSDAY OR TUESDAY THRU FRIDAY SCHEDULE,ALL HOURS WORKED AFTER TEN SHALL BE PAID AT DOUBLE THE HOURLY RATE OF WAGE. THE FIRST EIGHT(8) HOURS WORKED ON THE FIFTH DAY SHALL BE PAID AT ONE AND ONE-HALF TIMES THE HOURLY RATE OF WAGE. ALL OTHER HOURS WORKED ON THE FIFTH,SIXTH,AND SEVENTH DAYS AND ON HOLIDAYS SHALL BE PAID AT DOUBLE THE HOURLY RATE OF WAGE. Y. ALL HOURS WORKED ON SATURDAYS(EXCEPT FOR MAKE-UP DAYS)SHALL BE PAID AT ONE AND ONE-HALF TIMES THE HOURLY RATE OF WAGE. ALL HOURS WORKED MONDAY THROUGH SATURDAY OVER TWELVE (12) HOURS AND ALL HOURS WORKED ON SUNDAYS AND HOLIDAYS SHALL BE PAID AT DOUBLE THE HOURLY RATE OF WAGE. Z. ALL HOURS WORKED MONDAY THROUGH FRIDAY BETWEEN THE HOURS OF 6:00 P.M. AND 6:00 A.M. AND ALL HOURS WORKED ON SATURDAYS SHALL BE PAID AT ONE AND ONE-HALF TIMES THE HOURLY RATE OF WAGE, EXCEPT FOR COMMERCIAL, OCCUPIED BUILDINGS WHERE FLOOR COVERING WORK CANNOT BE PERFORMED IN THE REGULAR DAYTIME HOURS DUE TO OCCUPANCY. FOR SUCH OCCUPIED,COMMERCIAL BUILDINGS; THE EMPLOYEE MAY AGREE TO WORK BETWEEN THE HOURS OF 6:00 PM TO 6:00 AM MONDAY THROUGH SATURDAY MORNING AT 6:00 AM AT AN OVERTIME PAY RATE OF 10%OVER THE STRAIGHT TIME ' RATE. ALL HOURS WORKED ON SUNDAYS AND HOLIDAYS SHALL BE PAID AT DOUBLE THE HOURLY RATE OF WAGE. 3. A. WORK PERFORMED IN EXCESS OF EIGHT (8) HOURS OF STRAIGHT TIME PER DAY, OR TEN (10) HOURS OF STRAIGHT TIME PER DAY WHEN FOUR TEN(10)HOUR SHIFTS ARE ESTABLISHED, OR FORTY(40)HOURS OF STRAIGHT TIME PER WEEK,MONDAY THROUGH FRIDAY,OR OUTSIDE THE NORMAL SHIFT,AND ALL WORK ON SATURDAYS SHALL BE PAID AT TIME AND ONE-HALF THE STRAIGHT TIME RATE.HOURS WORKED OVER TWELVE HOURS(12)IN A SINGLE SHIFT AND ALL WORK PERFORMED AFTER 6:00 PM SATURDAY TO 6:00 AM ' MONDAY AND HOLIDAYS SHALL BE PAID AT DOUBLE THE STRAIGHT TIME RATE OF PAY. ANY SHIFT BENEFIT CODE KEY-EFFECTIVE 08-31-2011 THRU 03-02-2012 -4- STARTING BETWEEN THE HOURS OF 6:00 PM AND MIDNIGHT SHALL RECEIVE AN ADDITIONAL ONE DOLLAR ' ($1.00)PER HOUR FOR ALL HOURS WORKED THAT SHIFT. THE EMPLOYER SHALL HAVE THE SOLE DISCRETION TO ASSIGN OVERTIME WORK TO EMPLOYEES. PRIMARY CONSIDERATION FOR OVERTIME WORK SHALL BE GIVEN TO EMPLOYEES REGULARLY ASSIGNED TO THE WORK TO BE PERFORMED ON OVERTIME SITUATIONS.AFTER AN EMPLOYEE HAS WORKED EIGHT(8) HOURS AT AN APPLICABLE OVERTIME RATE, ALL ADDITIONAL HOURS SHALL BE AT THE APPLICABLE OVERTIME RATE UNTIL SUCH TIME AS THE EMPLOYEE HAS HAD A BREAK OF EIGHT(8)HOURS OR MORE. 4. ALL HOURS WORKED IN EXCESS OF EIGHT(8)HOURS PER DAY OR FORTY(40)HOURS PER WEEK SHALL BE PAID AT , ONE AND ONE-HALF TIMES THE HOURLY RATE OF WAGE. A. ALL HOURS WORKED IN EXCESS OF EIGHT(8)HOURS PER DAY OR FORTY(40)HOURS PER WEEK SHALL BE PAID AT DOUBLE THE HOURLY RATE OF WAGE. ALL HOURS WORKED ON SATURDAYS, SUNDAYS AND HOLIDAYS SHALL BE PAID AT DOUBLE THE HOURLY RATE OF WAGE. ' B. ALL HOURS WORKED ON SATURDAYS(EXCEPT MAKEUP DAYS IF WORK IS LOST DUE TO INCLEMENT WEATHER CONDITIONS) SHALL BE PAID AT ONE AND ONE-HALF TIMES THE HOURLY RATE OF WAGE. ALL HOURS ' WORKED MONDAY THROUGH SATURDAY OVER TWELVE (12) HOURS AND ALL HOURS WORKED ON SUNDAYS AND HOLIDAYS SHALL BE PAID AT DOUBLE THE HOURLY RATE OF WAGE. HOLIDAY CODES 5. A. HOLIDAYS: NEW YEAR'S DAY, MEMORIAL DAY, INDEPENDENCE DAY, LABOR DAY, THANKSGIVING DAY, ' FRIDAY AFTER THANKSGIVING DAY,AND CHRISTMAS DAY(7). B. HOLIDAYS: NEW YEAR'S DAY, MEMORIAL DAY, INDEPENDENCE DAY, LABOR DAY, THANKSGIVING DAY, FRIDAY AFTER THANKSGIVING DAY,THE DAY BEFORE CHRISTMAS,AND CHRISTMAS DAY(8). C. HOLIDAYS: NEW YEAR'S DAY, PRESIDENTS' DAY, MEMORIAL DAY, INDEPENDENCE DAY, LABOR DAY, THANKSGIVING DAY,THE FRIDAY AFTER THANKSGIVING DAY,AND CHRISTMAS DAY(8). ' D. HOLIDAYS: NEW YEAR'S DAY, MEMORIAL DAY, INDEPENDENCE DAY, LABOR DAY, THANKSGIVING DAY, THE FRIDAY AND SATURDAY AFTER THANKSGIVING DAY,AND CHRISTMAS DAY(8). H. HOLIDAYS: NEW YEAR'S DAY,MEMORIAL DAY,INDEPENDENCE DAY,THANKSGIVING DAY,THE DAY AFTER ' THANKSGIVING DAY,AND CHRISTMAS(6). ' I. HOLIDAYS: NEW YEAR'S DAY, MEMORIAL DAY, INDEPENDENCE DAY, LABOR DAY, THANKSGIVING DAY, ' AND CHRISTMAS DAY(6). J. HOLIDAYS: NEW YEAR'S DAY,MEMORIAL DAY,INDEPENDENCt DAY, THANKSGIVING DAY,FRIDAY AFTER THANKSGIVING DAY,CHRISTMAS EVE DAY,AND CHRISTMAS DAY(7). K. HOLIDAYS: NEW YEAR'S DAY, PRESIDENTS' DAY, MEMORIAL DAY, INDEPENDENCE DAY, LABOR DAY, THANKSGIVING DAY,FRIDAY AFTER THANKSGIVING DAY, THE DAY BEFORE CHRISTMAS,AND CHRISTMAS DAY(9). , s L. HOLIDAYS: NEW YEAR'S DAY, MARTIN LUTHER KING JR. DAY, MEMORIAL DAY, INDEPENDENCE DAY, LABOR DAY,THANKSGIVING DAY,FRIDAY AFTER THANKSGIVING DAY,AND CHRISTMAS DAY(8) N. HOLIDAYS: NEW YEAR'S DAY, PRESIDENTS' DAY, MEMORIAL DAY, INDEPENDENCE DAY, LABOR DAY, ' VETERANS'DAY,THANKSGIVING DAY,THE FRIDAY AFTER THANKSGIVING DAY,AND CHRISTMAS DAY(9). P. HOLIDAYS: NEW YEAR'S DAY, MEMORIAL DAY, INDEPENDENCE DAY, LABOR DAY, THANKSGIVING DAY, , FRIDAY AND SATURDAY AFTER THANKSGIVING DAY,THE DAY BEFORE CHRISTMAS,AND CHRISTMAS DAY (9). IF A HOLIDAY FALLS ON SUNDAY,THE FOLLOWING MONDAY SHALL BE CONSIDERED AS A HOLIDAY. R. PAID HOLIDAYS: NEW YEAR'S DAY, MEMORIAL DAY, INDEPENDENCE DAY, LABOR DAY, THANKSGIVING ' DAY,DAY AFTER THANKSGIVING DAY,ONE-HALF DAY BEFORE CHRISTMAS DAY,AND CHRISTMAS DAY.(7 1/2). 5. S. PAID HOLIDAYS: NEW YEAR'S DAY,PRESIDENTS'DAY,MEMORIAL DAY,INDEPENDENCE DAY,LABOR DAY, THANKSGIVING DAY,AND CHRISTMAS DAY(7). , BENEFIT CODE KEY-EFFECTIVE 08-31-2011 THRU 03-02-2012 -5- ' T. PAID HOLIDAYS: NEW YEAR'S DAY, WASHINGTON'S BIRTHDAY, MEMORIAL DAY, INDEPENDENCE DAY, LABOR DAY, THANKSGIVING DAY, THE FRIDAY AFTER THANKSGIVING DAY, CHRISTMAS DAY, AND THE DAY BEFORE OR AFTER CHRISTMAS(9). ' V. PAID HOLIDAYS: SIX(6)PAID HOLIDAYS. Z. HOLIDAYS: NEW YEAR'S DAY, MEMORIAL DAY, INDEPENDENCE DAY, LABOR DAY, VETERANS DAY, THANKSGIVING DAY,THE FRIDAY AFTER THANKSGIVING DAY,AND CHRISTMAS DAY(8). ' 6. A. PAID HOLIDAYS:NEW YEAR'S DAY,PRESIDENTS' DAY,MEMORIAL DAY,INDEPENDENCE DAY,LABOR DAY, THANKSGIVING DAY,THE FRIDAY AFTER THANKSGIVING DAY,AND CHRISTMAS DAY(8). ' E. PAID HOLIDAYS: NEW YEAR'S DAY, DAY BEFORE OR AFTER NEW YEAR'S DAY, PRESIDENTS DAY, MEMORIAL DAY,INDEPENDENCE DAY,LABOR DAY,THANKSGIVING DAY,DAY AFTER THANKSGIVING DAY, CHRISTMAS DAY,AND A HALF-DAY ON CHRISTMAS EVE DAY. (9 1/2). G. PAID HOLIDAYS: NEW YEAR'S DAY, MARTIN LUTHER KING JR. DAY, PRESIDENTS' DAY, MEMORIAL DAY, INDEPENDENCE DAY, LABOR DAY, VETERANS' DAY, THANKSGIVING DAY, THE FRIDAY AFTER THANKSGIVING DAY,CHRISTMAS DAY,AND CHRISTMAS EVE DAY(11). ' H. PAID HOLIDAYS: NEW YEAR'S DAY,NEW YEAR'S EVE DAY, MEMORIAL DAY, INDEPENDENCE DAY,LABOR DAY, THANKSGIVING DAY, FRIDAY AFTER THANKSGIVING DAY, CHRISTMAS DAY, THE DAY AFTER CHRISTMAS,AND A FLOATING HOLIDAY(10). ' I. PAID HOLIDAYS: NEW YEAR'S DAY, MEMORIAL DAY, INDEPENDENCE DAY, LABOR DAY, THANKSGIVING DAY,FRIDAY AFTER THANKSGIVING DAY,AND CHRISTMAS DAY(7). 6. Q. PAID HOLIDAYS: NEW YEAR'S DAY,MEMORIAL DAY,INDEPENDENCE DAY,LABOR DAY,VETERANS ' DAY,THANKSGIVING DAY,THE DAY AFTER THANKSGIVING DAY AND CHRISTMAS DAY(8). UNPAID HOLIDAY: PRESIDENTS'DAY. T. PAID HOLIDAYS: NEW YEAR'S DAY, PRESIDENTS' DAY, MEMORIAL DAY, INDEPENDENCE DAY, LABOR DAY, THANKSGIVING DAY, THE FRIDAY AFTER THANKSGIVING DAY, THE LAST WORKING DAY BEFORE CHRISTMAS DAY,AND CHRISTMAS DAY(9). Z HOLIDAYS:NEW YEAR'S DAY,MEMORIAL DAY,INDEPENDENCE DAY,LABOR DAY, THANKSGIVING DAY, FRIDAY AFTER THANKSGIVING DAY, AND CHRISTMAS DAY (7). IF A HOLIDAY FALLS ON SATURDAY, THE PRECEDING FRIDAY SHALL BE CONSIDERED AS THE HOLIDAY. IF A HOLIDAY FALLS ON SUNDAY,THE FOLLOWING MONDAY SHALL BE CONSIDERED AS THE HOLIDAY. 7. A. HOLIDAYS: NEW YEAR'S DAY, MEMORIAL DAY, INDEPENDENCE DAY, LABOR DAY, THANKSGIVING DAY, THE FRIDAY AND SATURDAY AFTER THANKSGIVING DAY,AND CHRISTMAS DAY(8). ANY HOLIDAY WHICH FALLS ON A SUNDAY SHALL BE OBSERVED AS A HOLIDAY ON THE FOLLOWING MONDAY. IF ANY OF THE LISTED HOLIDAYS FALLS ON A SATURDAY,THE PRECEDING FRIDAY SHALL BE A REGULAR WORK DAY. ' B. HOLIDAYS: NEW YEAR'S DAY, MEMORIAL DAY, INDEPENDENCE DAY, LABOR DAY, THANKSGIVING DAY, THE FRIDAY AND SATURDAY AFTER THANKSGIVING DAY,AND CHRISTMAS DAY(8). ANY HOLIDAY WHICH FALLS ON A SUNDAY SHALL BE OBSERVED AS A HOLIDAY ON THE FOLLOWING MONDAY. ANY HOLIDAY WHICH FALLS ON A SATURDAY SHALL BE OBSERVED AS A HOLIDAY ON THE PRECEDING FRIDAY. C. HOLIDAYS: NEW YEAR'S DAY, MARTIN LUTHER KING JR. DAY, MEMORIAL DAY, INDEPENDENCE DAY, LABOR DAY,THANKSGIVING DAY,THE FRIDAY AFTER THANKSGIVING DAY,AND CHRISTMAS DAY(8). ANY ' HOLIDAY WHICH FALLS ON A SUNDAY SHALL BE OBSERVED AS A HOLIDAY ON THE FOLLOWING MONDAY. ANY HOLIDAY WHICH FALLS ON A SATURDAY SHALL BE OBSERVED AS A HOLIDAY ON THE PRECEDING FRIDAY. ' D. PAID HOLIDAYS: NEW YEAR'S DAY, MEMORIAL DAY, INDEPENDENCE DAY, LABOR DAY, VETERAN'S DAY, THANKSGIVING DAY, THE FRIDAY AFTER THANKSGIVING DAY, AND CHRISTMAS DAY (8). UNPAID HOLIDAYS:PRESIDENT'S DAY. ANY PAID HOLIDAY WHICH FALLS ON A SUNDAY SHALL BE OBSERVED AS A HOLIDAY ON THE FOLLOWING MONDAY. ANY PAID HOLIDAY WHICH FALLS ON A SATURDAY SHALL BE OBSERVED AS A HOLIDAY ON THE PRECEDING FRIDAY. E. HOLIDAYS: NEW YEAR'S DAY, MEMORIAL DAY, INDEPENDENCE DAY, LABOR DAY, THANKSGIVING DAY, THE FRIDAY AFTER THANKSGIVING DAY, AND CHRISTMAS DAY (7). ANY HOLIDAY WHICH FALLS ON A i BENEFIT CODE KEY-EFFECTIVE 08-31-2011 THRU 03-02-2012 -6- SUNDAY SHALL BE OBSERVED AS A HOLIDAY ON THE FOLLOWING MONDAY. ANY HOLIDAY WHICH FALLS ON A SATURDAY SHALL BE OBSERVED AS A HOLIDAY ON THE PRECEDING FRIDAY. F. HOLIDAYS: NEW YEAR'S DAY, MEMORIAL DAY, INDEPENDENCE DAY, LABOR DAY, THANKSGIVING DAY, THE FRIDAY AFTER THANKSGIVING DAY, THE LAST WORKING DAY BEFORE CHRISTMAS DAY AND ' CHRISTMAS DAY(8). ANY HOLIDAY WHICH FALLS ON A SUNDAY SHALL BE OBSERVED AS A HOLIDAY ON THE FOLLOWING MONDAY. ANY HOLIDAY WHICH FALLS ON A SATURDAY SHALL BE OBSERVED AS A HOLIDAY ON THE PRECEDING FRIDAY. G. HOLIDAYS: NEW YEAR'S DAY, MEMORIAL DAY, INDEPENDENCE DAY, LABOR DAY, THANKSGIVING DAY, ' AND CHRISTMAS DAY(6). ANY HOLIDAY WHICH FALLS ON A SUNDAY SHALL BE OBSERVED AS A HOLIDAY ON THE FOLLOWING MONDAY. H. HOLIDAYS: NEW YEAR'S DAY, MARTIN LUTHER KING JR. DAY, INDEPENDENCE DAY, MEMORIAL DAY, ' LABOR DAY, THANKSGIVING DAY, THE FRIDAY AFTER THANKSGIVING DAY, THE LAST WORKING DAY BEFORE CHRISTMAS DAY AND CHRISTMAS DAY(9). ANY HOLIDAY WHICH FALLS ON A SUNDAY SHALL BE OBSERVED AS A HOLIDAY ON THE FOLLOWING MONDAY. ANY HOLIDAY WHICH FALLS ON A SATURDAY ' SHALL BE OBSERVED AS A HOLIDAY ON THE PRECEDING FRIDAY. I. HOLIDAYS: NEW YEAR'S DAY, PRESIDENT'S DAY, INDEPENDENCE DAY, MEMORIAL DAY, LABOR DAY, THANKSGIVING DAY, THE FRIDAY AFTER THANKSGIVING DAY, THE DAY BEFORE CHRISTMAS DAY AND ' CHRISTMAS DAY(9). ANY HOLIDAY WHICH FALLS ON A SUNDAY SHALL BE OBSERVED AS A HOLIDAY ON THE FOLLOWING MONDAY. ANY HOLIDAY WHICH FALLS ON A SATURDAY SHALL BE OBSERVED AS A HOLIDAY ON THE PRECEDING FRIDAY. J. HOLIDAYS: NEW YEAR'S DAY, INDEPENDENCE DAY, MEMORIAL DAY, LABOR DAY, THANKSGIVING DAY ' AND CHRISTMAS DAY(6).ANY HOLIDAY WHICH FALLS ON A SUNDAY SHALL BE OBSERVED AS A HOLIDAY ON THE FOLLOWING MONDAY. ANY HOLIDAY WHICH FALLS ON A SATURDAY SHALL BE OBSERVED AS A HOLIDAY ON THE PRECEDING FRIDAY. K. HOLIDAYS: NEW YEAR'S DAY, MEMORIAL DAY, INDEPENDENCE DAY, THANKSGIVING DAY, THE FRIDAY AND SATURDAY AFTER THANKSGIVING DAY,AND CHRISTMAS DAY(8). ANY HOLIDAY WHICH FALLS ON A SUNDAY SHALL BE OBSERVED AS A HOLIDAY ON THE FOLLOWING MONDAY. ANY HOLIDAY WHICH FALLS ON A SATURDAY SHALL BE OBSERVED AS A HOLIDAY ON THE PRECEDING FRIDAY. , L. HOLIDAYS: NEW YEAR'S DAY, MEMORIAL DAY, LABOR DAY, INDEPENDENCE DAY, THANKSGIVING DAY, THE LAST WORK DAY BEFORE CHRISTMAS DAY,AND CHRISTMAS DAY(7). ANY HOLIDAY WHICH FALLS ON ' A SUNDAY SHALL BE OBSERVED AS A HOLIDAY ON THE FOLLOWING MONDAY. ANY HOLIDAY WHICH FALLS ON A SATURDAY SHALL BE OBSERVED AS A HOLIDAY ON THE PRECEDING FRIDAY. 7. M. PAID HOLIDAYS: NEW YEAR'S DAY, THE DAY AFTER OR BEFORE NEW YEAR'S DAY, PRESIDENT'S DAY, MEMORIAL- DAY, INDEPENDENCE DAY, LABOR DAY, THANKSGIVING DAY, THE FRIDAY AFI�PER THANKSGIVING DAY, CHRISTMAS DAY, AND THE DAY AFTER OR BEFORE CHRISTMAS DAY. 10). ANY HOLIDAY WHICH FALLS ON A SUNDAY SHALL BE OBSERVED AS A HOLIDAY ON THE FOLLOWING MONDAY. ' ANY HOLIDAY WHICH FALLS ON A SATURDAY SHALL BE OBSERVED AS A HOLIDAY ON THE PRECEDING FRIDAY. N. HOLIDAYS: NEW YEAR'S DAY, MEMORIAL DAY, INDEPENDENCE DAY, LABOR DAY, THANKSGIVING DAY, THE FRIDAY AFTER THANKSGIVING DAY, AND CHRISTMAS DAY (7). ANY HOLIDAY WHICH FALLS ON A SUNDAY SHALL BE OBSERVED AS A HOLIDAY ON THE FOLLOWING MONDAY. WHEN CHRISTMAS FALLS ON A SATURDAY,THE PRECEDING FRIDAY SHALL BE OBSERVED AS A HOLIDAY. O. PAID HOLIDAYS: NEW YEAR'S DAY, THE DAY AFTER OR BEFORE NEW YEAR'S DAY, PRESIDENT'S DAY, , MEMORIAL DAY, INDEPENDENCE DAY, LABOR DAY, THANKSGIVING DAY, THE FRIDAY AFTER THANKSGIVING DAY, CHRISTMAS DAY, THE DAY AFTER OR BEFORE CHRISTMAS DAY, AND THE EMPLOYEES BIRTHDAY. I1). ANY HOLIDAY WHICH FALLS ON A SUNDAY SHALL BE OBSERVED AS A HOLIDAY ON THE FOLLOWING MONDAY. ANY HOLIDAY WHICH FALLS ON A SATURDAY SHALL BE ' OBSERVED AS A HOLIDAY ON THE PRECEDING FRIDAY. P. HOLIDAYS: NEW YEAR'S DAY, MEMORIAL DAY, INDEPENDENCE DAY, LABOR DAY, THANKSGIVING DAY, FRIDAY AFTER THANKSGIVING DAY,AND CHRISTMAS DAY(7). ANY HOLIDAY WHICH FALLS ON A SUNDAY SHALL BE OBSERVED AS A HOLIDAY ON THE FOLLOWING MONDAY. Q. HOLIDAYS: NEW YEAR'S DAY, MEMORIAL DAY, INDEPENDENCE DAY, LABOR DAY, THANKSGIVING DAY, THE FRIDAY AFTER THANKSGIVING DAY, THE LAST WORKING DAY BEFORE CHRISTMAS DAY AND ' CHRISTMAS DAY(8).ANY HOLIDAY WHICH FALLS ON A SUNDAY SHALL BE OBSERVED AS A HOLIDAY ON THE FOLLOWING MONDAY. IF ANY OF THE LISTED HOLIDAYS FALLS ON A SATURDAY, THE PRECEDING FRIDAY SHALL BE A REGULAR WORK DAY. ' BENEFIT CODE KEY-EFFECTIVE 08-31-2011 THRU 03-02-2012 -7- NOTE CODES 8. A. IN ADDITION TO THE HOURLY WAGE AND FRINGE BENEFITS,THE FOLLOWING DEPTH PREMIUMS APPLY TO DEPTHS OF FIFTY FEET OR MORE: OVER 50'TO 100'-$2.00 PER FOOT FOR EACH FOOT OVER 50 FEET OVER 100'TO 150'-$3.00 PER FOOT FOR EACH FOOT OVER 100 FEET OVER 150'TO 220'-$4.00 PER FOOT FOR EACH FOOT OVER 150 FEET OVER 220'-$5.00 PER FOOT FOR EACH FOOT OVER 220 FEET ' C. IN ADDITION TO THE HOURLY WAGE AND FRINGE BENEFITS,THE FOLLOWING DEPTH PREMIUMS APPLY TO DEPTHS OF FIFTY FEET OR MORE: OVER 50'TO 100'-$1.00 PER FOOT FOR EACH FOOT OVER 50 FEET OVER 100'TO 150'-$1.50 PER FOOT FOR EACH FOOT OVER 100 FEET OVER 150'TO 200'-$2.00 PER FOOT FOR EACH FOOT OVER 150 FEET OVER 200'-DIVERS MAY NAME THEIR OWN PRICE D. WORKERS WORKING WITH SUPPLIED AIR ON HAZMAT PROJECTS RECEIVE AN ADDITIONAL$1.00 PER HOUR. ' L. WORKERS ON HAZMAT PROJECTS RECEIVE ADDITIONAL HOURLY PREMIUMS AS FOLLOWS-LEVEL A: $0.75, LEVEL B:$0.50,AND LEVEL C:$0.25. ' M. WORKERS ON HAZMAT PROJECTS RECEIVE ADDITIONAL HOURLY PREMIUMS AS FOLLOWS: LEVELS A& B: $1.00,LEVELS C&D:$0.50. N. WORKERS ON HAZMAT PROJECTS RECEIVE ADDITIONAL HOURLY PREMIUMS AS FOLLOWS-LEVEL A: $1.00, LEVEL B:$0.75,LEVEL C:$0.50,AND LEVEL D:$0.25 8. P. WORKERS ON HAZMAT PROJECTS RECEIVE ADDITIONAL HOURLY PREMIUMS AS FOLLOWS-CLASS A SUIT: $2.00,CLASS B SUIT:$1.50, CLASS C SUIT:$1.00,AND CLASS D SUIT$0.50. ' Q. THE HIGHEST PRESSURE REGISTERED ON THE GAUGE FOR AN ACCUMULATED TIME OF MORE THAN FIFTEEN(15)MINUTES DURING THE SHIFT SHALL BE USED IN DETERMINING THE SCALE PAID. • Page 1 General Decision Number: WA100001 11/04/2011 WAl Superseded General Decision Number: WA20080001 State: Washington ' Construction Type: Highway ' Counties: Washington Statewide. HIGHWAY (Excludes D.O.E. Hanford Site in Benton and Franklin Counties) Modification Publication Date Modification I Publication Date Number Number _ 0 03/12/2010 j20 05/13/2011—A ' 1 _ 03/19/2010 r21 06/10/2011 2 04/16/2010 22 06/17/2011 3 07/02/2010 23 06/24/2011 ' 4 07/30/2010 24 07/01/2011 5 08/06/2010 25 08/05/2011 6 08/20/2010 26 08/12/2011 7 09/10/2010 _ 27 09/23_/2011 ' 8 09/24/2010 28 10/14/2011 9 10/01/2010 29 10/28/2011 10 10/08/2010 30 _ 11/04/2011 ' 11 10/15/2010 12 11/05/2010 13 11/12/2010 14 11/26/2010 ' 15 12/03/2010 16 01/07/2011 17 01/21/2011 18 0_3/11/2011 19 04/15/2011 ' CARP0001-008 09/01/2009 Rates Fringes ' Carpenters: COLUMBIA RIVER AREA - ADAMS, BENTON, COLUMBIA, DOUGLAS (EAST OF THE 120TH MERIDIAN) , FERRY, FRANKLIN, GRANT, OKANOGAN (EAST OF THE 120TH MERIDIAN) AND WALLA WALLA COUNTIES GROUP 1: . . . . . . . . . . . . . . . . . . .$ 27.73 10.56 GROUP 2: . . . . . . . . . . . . . . . . . . .$ 29.73 10.56 GROUP 3: . . . . . . . . . . . . . . . . . . .$ 28.00 10.56 GROUP 4: .$ 27.73 10.56 GROUP 5: . . . . . . . . . . . . . . . . . . .$ 63.50 10.56 ' GROUP 6. . . . . . . . . . . . . . . . . . . .$ 30.75 10.56 GROUP 7. .$ 31.75 10.56 GROUP 8. .$ 28.00 10.56 GROUP 9. . . . . . . . . . . . . . . . . . . .$ 33.75 10.56 ' WA100001 Modification 30 Federal Wage Determinations for Highway Construction II Page 2 ' SPOKANE AREA: ASOTIN, GARFIELD, LINCOLN, PEND OREILLE, SPOKANE, STEVENS AND WHITMAN COUNTIES GROUP 1: . . . . . . . . . . . . . . . . . . .$ 26.06 10.56 ' GROUP 2: . . . . . . . . . . . . . . . . . . .$ 28.06 10.56 GROUP 3: . . . . . . . . . . . . . . . . . . .$ 26.32 10.56 GROUP 4: . . . . . . . . . . . . . . . . . . .$ 26.06 10.56 GROUP 5: . . . . . . . . . . . . . . . . . . .$ 60.14 10.56 ' GROUP 6: . . . . . . . . . . . . . . . . . . .$ 29.07 10.56 GROUP 7. . . . . . . . . . . . . . . . . . . .$ 30.07 10.56 GROUP 8. . . . . . . . . . . . . . . . . . . .$ 27.32 10.56 GROUP 9. . . . . . . . . . . . . . . . . . . .$ 33.07 10.56 ' CARPENTER & DIVER CLASSIFICATIONS: GROUP 1: Carpenter ' GROUP 2: Millwright, machine erector GROUP 3: Piledriver - includes driving, pulling, cutting, placing collars, setting, welding, or creosote treated material, on all piling ' GROUP 4: Bridge carpenters GROUP 5: Diver Wet GROUP 6: Diver Tender, Manifold Operator, ROV Operator ' GROUP 7: Diver Standby, Bell/Vehicle or Submersible operator Not Under Pressure GROUP 8: Assistant Tender, ROV Tender/Technician GROUP 9: Manifold Operator-Mixed Gas ZONE PAY: ZONE 1 0-40 MILES FREE ZONE 2 41-65 MILES $2.25/PER HOUR ' ZONE 3 66-100 MILES $3.25/PER HOUR ZONE 4 OVER 100 MILES $4.75/PER HOUR DISPATCH POINTS: ' 4 CARPENTERS/MILLWRIGHTS: PASCO (515 N Neel Street) or Main Post Office of established residence of employee (Whichever is closest to the worksite) . ' CARPENTERS/PILEDRIVER: SPOKANE (127 E. AUGUSTA AVE. ) or Main Post Office of established residence of employee (Whichever is closest to the worksite) . , CARPENTERS: WENATCHEE (27 N. CHELAN) or Main Post Office of established residence of employee (Whichever is closest to ' the worksite) . CARPENTERS: COEUR D' ALENE (1839 N. GOVERNMENT WAY) or Main Post Office of established residence of employee (Whichever is closest to the worksite) . WA100001 Modification 30 , Federal Wage Determinations for Highway Construction Page 3 CARPENTERS: MOSCOW 1302 N. JACKSON) or Main Post Office of established residence of employee (Whichever is closest to the worksite) . DEPTH PAY FOR DIVERS BELOW WATER SURFACE: 50-100 feet $2.00 per foot 101-150 feet $3.00 per foot 151-220 feet $4.00 per foot ' 221 feet and deeper $5.00 per foot PREMIUM PAY FOR DIVING IN ENCLOSURES WITH NO VERTICAL ASCENT: 0-25 feet Free 26-300 feet $1.00 per Foot SATURATION DIVING: The standby rate applies until saturation starts. The saturation diving rate applies when divers are under pressure continuously until work task and decompression are complete. the diver rate shall be paid for all saturation hours. WORK IN COMBINATION OF CLASSIFICATIONS: Employees working in any combination of classifications within the diving crew (except dive supervisor) in a shift are paid in the classification with the highest rate for that shift. HAZMAT PROJECTS: Anyone working on a HAZMAT job (task) , where HAZMAT certification is required, shall be compensated at a premium, in addition to the classification working in as follows: LEVEL D + $.25 per hour - This is the lowest level of protection. No respirator is used and skin protection is minimal. _� LEVEL C + $.50 per hour - This level uses an air purifying respirator or additional protective clothing. LEVEL B + $.75 per hour - Uses same respirator protection as Level A. Supplied air line is provided in conjunction with a chemical "splash suit". LEVEL A +$1.00 per hour - This level utilizes a fully ' encapsulated suit with a self-contained breathing apparatus or a supplied air line. ---------------------------------------------------------------- 1 WA100001 Modification 30 Federal Wage Determinations for Highway Construction 1 Page X44 CARP0003-006 10/01/2011 SOUTHWEST WASHINGTON: CLARK, COWLITZ, KLICKITAT, 1 LEWIS(Piledriver only) , PACIFIC (South of a straight line made by extending the north boundary line of Wahkiakum County west to Willapa Bay to the Pacific Ocean) , SKAMANIA AND WAHKIAKUM COUNTIES and INCLUDES THE ENTIRE PENINSULA WEST OF WILLAPA BAY SEE ZONE DESCRIPTION FOR CITIES BASE POINTS ZONE 1: 1 Rates Fringes Carpenters: CARPENTERS. . . . . . . . . . . . . . . . . .$ 32.04 14.18 DIVERS TENDERS. . . . . . . . . . . . . .$ 36.34 14.18 DIVERS. . . . . . . . . . . . . . . . . . . . . .$ 77.08 14.18 DRYWALL. . . . . . . . . . . . . . . . . . . . .$ 27.56 14.18 MILLWRIGHTS. . . . . . . . . . . . . . . . .$ 32.19 14.18 PILEDRIVERS. . . . . . . . . . . . . . . . .$ 33.04 14.18 DEPTH PAY: 50 TO 100 FEET $1.00 PER FOOT OVER 50 FEET 101 TO 150 FEET $1.50 PER FOOT OVER 101 FEET 151 TO 200 FEET $2.00 PER FOOT OVER 151 FEET Zone Differential (Add up Zone 1 rates) : 1 Zone 2 - $0.85 Zone 3 - 1.25 Zone 4 - 1.70 Zone 5 - 2.00 Zone 6 - 3.00 i 1 1 1 WA100001 Modification 30 1 Federal Wage Determinations for Highway Construction 1 Page I5 BASEPOINTS: ASTORIA, LONGVIEW, PORTLAND, THE DALLES, AND VANCOUVER; (NOTE: All dispatches for Washington State Counties: Cowlitz, Wahkiakum and Pacific shall be from Longview Local #1707 and mileage shall be computed from that point. ) ZONE 1: Projects located within 30 miles of the respective city hall of the above mentioned cities ZONE 2: Projects located more than 30 miles and less than 40 miles of the respective city of the above mentioned cities ZONE 3: Projects located more than 40 miles and less than 50 miles of the respective city of the above mentioned cities ZONE 4: Projects located more than 50 miles and less than 60 miles of the respective city of the above mentioned cities. ZONE 5: Projects located more than 60 miles and less than 70 miles of the respective city of the above mentioned cities ZONE 6: Projects located more than 70 miles of the respected city of the above mentioned cities ---------------------------------------------------------------- CARP0770-003 06/01/2010 Rates Fringes Carpenters: CENTRAL WASHINGTON: CHELAN, DOUGLAS (WEST OF THE 120TH MERIDIAN) , KITTITAS, OKANOGAN (WEST OF THE 120TH MERIDIAN) AND YAKIMA COUNTIES CARPENTERS ON CREOSOTE MATERIAL. . . . . . . . . . . . . . . . . . .$ 35.49 12.60 CARPENTERS. . . . . . . . . . . . . . . . .$ 35.39 12.60 DIVERS TENDER. . . . . . . . . . . . . .$ 39.15 12.60 DIVERS. . . $ 87.20 12.60 MILLWRIGHT AND MACHINE ERECTORS. .$ 36.39 12.60 PILEDRIVER, DRIVING, PULLING, CUTTING, PLACING COLLARS, SETTING, WELDING OR CRESOTE TREATED MATERIAL, ALL PILING. . . . . . .$ 35.59 12.60 �I WA100001 Modification 30 Federal Wage Determinations for Highway Construction Page 6 (HOURLY ZONE PAY: WESTERN AND CENTRAL WASHINGTON - ALL CLASSIFICATIONS EXCEPT MILLWRIGHTS AND PILEDRIVERS Hourly Zone Pay shall be paid on jobs located outside of the free zone computed from the city center of the following listed cities: Seattle Olympia Bellingham Auburn Bremerton Anacortes Renton Shelton Yakima Aberdeen-Hoquiam Tacoma Wenatchee Ellensburg Everett Port Angeles Centralia Mount Vernon Sunnyside Chelan Pt. Townsend Zone Pay: 0 -25 radius miles Free ' 26-35 radius miles $1.00/hour 36-45 radius miles $1.15/hour 46-55 radius miles $1.35/hour , Over 55 radius miles $1.55/hour (HOURLY ZONE PAY: WESTERN AND CENTRAL WASHINGTON - MILLWRIGHT AND PILEDRIVER ONLY) �. Hourly Zone Pay shall be computed from Seattle Union Hall, Tacoma City center, and Everett City center Zone Pay: 0 -25 radius miles Free 26-45 radius miles $ .70/hour Over 45 radius miles $1.50/hour ---------------------------------------------------------------- WA100001 Modification 30 Federal Wage Determinations for Highway Construction 'I Page 7 CARP1770-006 06/01/2010 jRates Fringes Carpenters: WESTERN WASHINGTON: CLALLAM, GRAYS HARBOR, ISLAND, JEFFERSON, KING, KITSAP, LEWIS (excludes piledrivers only) , MASON, PACIFIC (North of a straight line made by extending the north boundary line of Wahkiakum County west to the Pacific Ocean) , PIERCE, SAN JUAN, SKAGIT, SNOHOMISH, THURSTON AND WHATCOM COUNTIES BRIDGE CARPENTERS. . . . . . . . . .$ 35.39 13.08 CARPENTERS ON CREOSOTE MATERIAL. . . . . . . . . : . . . . . . . . .$ 35.49 13.08 CARPENTERS. . . . . . . . . . . . . . . . .$ 35.39 13.08 DIVERS TENDER. . . . . . . . . . . . . .$ 39.15 13.08 DIVERS. . . . . . . . . . . . . . . . . . . . .$ 87.20 13.08 MILLWRIGHT AND MACHINE ERECTORS. . . . . . . . . . . . . . . . . . .$ 36.39 13.08 1 PILEDRIVER, DRIVING, PULLING, CUTTING, PLACING COLLARS, SETTING, WELDING OR CRESOTE TREATED MATERIAL, ALL PILING. . . . . . .$ 35.59 13.08 (HOURLY ZONE PAY: WESTERN AND CENTRAL WASHINGTON - ALL CLASSIFICATIONS EXCEPT MILLWRIGHTS AND PILEDRIVERS Hourly Zone Pay shall`be paid on jobs located outside of the free zone computed from the city center of the following listed cities: Seattle Olympia Bellingham Auburn Bremerton Anacortes ' Renton Shelton Yakima Aberdeen-Hoquiam Tacoma Wenatchee Ellensburg Everett Port Angeles ' Centralia Mount Vernon Sunnyside Chelan Pt. Townsend Zone Pay: 0 -25 radius miles Free 26-35 radius miles $1.00/hour 36-45 radius miles $1.15/hour 46-55 radius miles $1.35/hour Over 55 radius miles $1.55/hour WA100001 Modification 30 Federal Wage Determinations for Highway Construction Page 8 (HOURLY ZONE PAY: WESTERN AND CENTRAL WASHINGTON - MILLWRIGHT AND PILEDRIVER ONLY) Hourly Zone Pay shall be computed from Seattle Union Hall, Tacoma City center, and Everett City center Zone Pay: 0 -25 radius miles Free 26-45 radius miles $ .70/hour Over 45 radius miles $1.50/hour ---------------------------------------------------------------- ELEC0046-001 06/01/2009 CALLAM, JEFFERSON, KING AND KITSAP COUNTIES Rates Fringes CABLE SPLICER. . . . . . . . . . . . . . . . . . . .$ 44.89 3%+15.71 ELECTRICIAN. . . . . . . . . . . . . . . . . . . . . .$ 40.81 3%+15.71 -------------------------------------------------- * ELECO048-003 07/01/2011 CLARK, KLICKITAT AND SKAMANIA COUNTIES Rates Fringes ' CABLE SPLICER. . . . . . . . . . . . . . . . . . . .$ 39.66 17.49 ELECTRICIAN. . . . . . . . . . . . . . . . . . . . . .$ 36.05 17.38 HOURLY ZONE PAY: Hourly Zone Pay shall be paid on jobs located outside of the free zone computed from the city center of the following listed cities: Portland, The Dalles, Hood River, Tillamook, Seaside and -� Astoria Zone Pay: Zone 1: 31-50 miles $1.50/hour Zone 2: 51-70 miles $3.50/hour Zone 3: 71-90 miles $5.50/hour Zone 4: Beyond 90 miles $9.00/hour *These are not miles driven. Zones are based on Delorrne --Street-Atlas USA 2006 plus. -------------------------------------------------- WA100001 Modification 30 Federal Wage Determinations for Highway Construction Page 9 ELEC0073-001 0110112010 �. ADAMS, FERRY, LINCOLN, PEND OREILLE, SPOKANE, STEVENS, WHITMAN COUNTIES Rates Fringes CABLE SPLICER. . . . . . . . . . . . . . . . . . . .$ 28.62 3%+12.98 ELECTRICIAN. . . . . . . . . . . . . . . . . . . . . .$ 28.52 14.44 ---------------------------------------------------------------- ELEC0076-002 09/01/2009 GRAYS HARBOR, LEWIS, MASON, PACIFIC, PIERCE, AND THURSTON COUNTIES Rates Fringes CABLE SPLICER. . . . . . . . . . . . . . . . . . . .$ 38.32 31+16.45 ELECTRICIAN. . . . . . . . . . . .��$ 34.84 --------3%+16.40 ----------------------- ------- ----------- ELEC0112-005 06/01/2011 ASOTIN, BENTON, COLUMBIA, FRANKLIN, GARFIELD, KITTITAS, WALLA WALLA, YAKIMA COUNTIES Rates Fringes CABLE SPLICER. . . . . . . . . . . . . . . . . . . .$ 37.70 35+14.63 ELECTRICIAN. . . . . . . . . . . . . . . . . . . . . .$ 35.90---------3%+14_63 -------------------------------------- ------- ELEC0191-003 07/01/2011 ISLAND, SAN JUAN, SNOHOMISH, SKAGIT AND WHATCOM COUNTIES Rates Fringes CABLE SPLICER. . . . . . . . . . . . . . . . . . . .$ 42.91 15.39 ELECTRICIAN. . . . . . . . . . . . . . . . . . . . . .$ 39.01 15.39 ---------------------------------------------------------------- IIII WA100001 Modification 30 Federal Wage Determinations for Highway Construction Page 10 ELECO191-004 07/01/2011 CHELAN, DOUGLAS, GRANT AND OKANOGAN COUNTIES Rates Fringes CABLE SPLICER. . . . . . . . . . . . . . . . . . . .$ 39.06 15.21 ELECTRICIAN. . . . . . . . . . . . . . . . . . . . . .$ 35.51 15.21 -------------------------------------------------------- ELEC0970-001 01/01/2009 COWLITZ AND WAHKIAKUM COUNTY Rates Fringes CABLE SPLICER. . . . . . . . . . . . . . . . . . . .$ 34.68 3%+9.59 ELECTRICIAN��_��$ 31.53 -------3$+9_59 ENGI0302-003 06/01/2011 CHELAN (WEST OF THE 120TH MERIDIAN) , CLALLAM, DOUGLAS (WEST OF THE 120TH MERIDIAN) , GRAYS HARBOR, ISLAND, JEFFERSON, KING, KITSAP, KITTITAS, MASON, OKANOGAN (WEST OF THE 120TH MERIDIAN) , SAN JUNA, SKAGIT, SNOHOMISH, WHATCOM AND YAKIMA (WEST OF THE 120TH MERIDIAN) COUNTIES PROJECTS: CATEGORY A PROJECTS (EXCLUDES CATEGORY B PROJECTS, AS SHOWN BELOW) Zone 1 (0-25 radius miles) : Rates Fringes Power equipment operators: Group 1A. . . . . . . . . . . . . . . . . . .$ 35.79 15.15 Group 1AA. . . . . . . . . . . . . . . . . .$ 36.36 15.15 Group 1AAA. . . . . . . . . . . . . . . . .$ 36.92 15.15 Group 1. . . . . . . . . . . . . . . . . . . . .$ 35.24 15.15 Group 2. . . . . . . . . . . . . . . . . . . . .$ 34.75 15.15 Group 3. . . . . . . . . . . . . . . . . . . . .$ 34.33 15.15 Group 4. . . . . . . . . . . . . . . . . . . . .$ 31.97 15.15 Zone Differential (Add to Zone 1 rates) : , Zone 2 (26-45 radius miles) - $1.00 Zone 3 (Over 45 radius miles) - $1.30 BASEPOINTS: Aberdeen, Bellingham, Bremerton, Everett, Kent, Mount Vernon, Port Angeles, Port Townsend, Seattle, Shelton, Wenatchee, Yakima POWER EQUIPMENT OPERATORS CLASSIFICATIONS GROUP 1AAA - Cranes-over 300 tons, or 300 ft of boom (including jib with attachments) WA100001 Modification 30 Federal Wage Determinations for Highway Construction t Page X11 GROUP 1AA - Cranes 200 to 300 tons, or 250 ft of boom (including jib with attachments) ; Tower crane over 175 ft in height, base to boom GROUP lA - Cranes, 100 tons thru 199 tons, or 150 ft of boom (including jib with attachments) ; Crane-dverhead, bridge type, 100 tons and over; Tower crane up to 175 ft in height base to boom; Loaders-overhead, 8 yards and over; Shovels, excavator, backhoes-6 yards and over with attachments GROUP 1 - Cableway; Cranes 45 tons thru 99 tons, under 150 ft of boom (including jib with attachments) ; Crane-overhead, bridge type, 45 tons thru 99 tons; Derricks on building work; Excavator, shovel, backhoes over 3 yards and under 6 yards; Hard tail end dump articulating off-road equipment 45 yards and over; Loader- overhead 6 yards to, but not including 8 yards; Mucking machine, mole, tunnel, drill and/or shield; Quad 9, HD 41, D-10; Remote control operator on rubber tired earth moving equipment; Rollagon; Scrapers-self propelled 45 yards and over; Slipform pavers; Transporters, all truck or track type GROUP 2 - Barrier machine (zipper) ; Batch Plant Operaor- Concrete; Bump Cutter; Cranes, 20 tons thru 44 tons with attachments; Crane-overhead, bridge type-20 tons through 44 tons; Chipper; Concrete Pump-truck mount with boom attachment; Crusher; Deck Engineer/Deck Winches (power) ; Drilling machine; Excavator, shovel, backhoe-3yards and under; Finishing Machine, Bidwell, Gamaco and similar equipment; Guardrail punch; Horizontal/directional drill operator; Loaders-overhead under 6 yards; Loaders-plant feed; Locomotives-all; Mechanics-all; Mixers-asphalt plant; Motor patrol graders-finishing; Piledriver (other than crane mount) ; Roto-mill,roto-grinder; Screedman, spreader, topside operator-Blaw Knox, Cedar Rapids, Jaeger, Caterpillar, Barbar Green; Scraper-self propelled, hard tail end dump, articulating off-road equipment-under 45 yards; Subgrade trimmer; Tractors, backhoes-over 75 hp; Transfer material service machine-shuttle buggy, blaw knox-roadtec; Truck crane oiler/driver-100 tons and over; Truck Mount portable conveyor; Yo Yo Pay dozer GROUP 3 - Conveyors; Cranes-thru 19 tons with attachments; A-frame crane over 10 tons; Drill oilers-auger type, truck or crane mount; Dozers-D-9 and under; Forklift-3000 lbs. and over with attachments; Horizontal/directional drill locator; Outside hoists-(elevators and manlifts) , air tuggers, strato tower bucket elevators; Hydralifts/boom trucks over 10 tons; Loader-elevating type, belt; Motor patrol grader-nonfinishing; Plant oiler- asphalt, crusher; Pumps-concrete; Roller, plant mix or multi-lift materials; Saws-concrete; Scrpers-concrete and carry-all; Service engineer-equipment; Trenching machines; Truck Crane Oiler/Driver under 100 tons; Tractors, backhoe 75 hp and under WA100001 Modification 30 Federal Wage Determinations for Highway Construction Page X12 GROUP 4 - Assistant Engineer; Bobcat; Brooms; Compressor; Concrete finish mahine-laser screed; Cranes-A frame-10 tons and under; Elevator and Manlift-permanent or shaft type; Gradechecker, Stakehop; Forklifts under 3000 lbs. with attachments; Hydral`ifts/boom trucks, 10 tons and under; Oil distributors, blower distribution a9d mulch seeding operator; Pavement breaker; Posthole digger, mechanical; Power plant; Pumps, water; Rigger and Bellman; Roller-other than plant mix; Wheel Tractors, farmall type; Shotcrete/gunite equipment operator Category B Projects: 950 of the basic hourly reate for each group plus full fringe benefits applicable to category A projects shall. apply to the following projects. A Reduced rates may be paid on the following: 1. Projects involving work on structures such as buildings and bridges whose total value is less than $1.5 million excluding mechanical, electrical, and utility portions of the contract. 2. Projects of less than $1 million where no building is involved. Surfacing and paving included, but utilities excluded. 3. Marine projects (docks, wharfs, etc. ) less than $150,000. HANDLING OF HAZARDOUS WASTE MATERIALS: Personnel in all craft classifications subject to working inside a federally designated hazardous perimeter shall be elgible for compensation in accordance with the following group schedule relative to the level of hazardous waste as outlined in the specific hazardous waste project site safely plan. H-1 Base wage rate when on a hazardous waste site when not outfitted with protective clothing H-2 Class "C" Suit - Base wage rate plus $ .25 per hour. H-3 Class "B" Suit - Base wage rate plus $ .50 per hour. H-4 Class "A" Suit - Base wage rate plus $ .75 per hour. Zone Differential (Add to Zone 1 rates) : Zone 2 . (26-45 radius miles) - $ .70 Zone 3 (Over 45 radius miles) - $1.00 BASEPOINTS: Aberdeen, Bellingham, Bremerton, Everett, Kent, Mount Vernon, Port Angeles, Port Townsend, Seattle, Shelton, Wenatchee, Yakima WA100001 Modification 30 Federal Wage Determinations for Highway Construction r Page X13 ---------------------------------------------------------------- ENGI0370-002 06/01/2011 ADAMS, ASOTIN, BENTON, CHELAN (EAST OF THE 120TH MERIDIAN) , COLUMBIA, DOUGLAS (EAST OF THE 120TH MERIDIAN) , FERRY, FRANKLIN, GARFIELD, GRANT, LINCOLN, OKANOGAN (EAST OF THE 120TH MERIDIAN) , PEND OREILLE, SPOKANE, STEVENS, WALLA WALLA, WHITMAN AND YAKIMA (EAST OF THE 120TH MERIDIAN) COUNTIES ZONE 1: Rates Fringes Power equipment operators: GROUP 1A. . . . . . . . . . . . . . . . . . .$ 24.41 12.05 GROUP 1. . . . . . . . . . . . . . . . . . . . .$ 24.76 12.05 GROUP 2. .$ 25.08 12.05 GROUP 3. . . . . . . . . . . . . . . . . . . . .$ 25.69 12.05 GROUP 4. . . . . . . . . . . . . . . . . . . . .$ 25.85 12.05 GROUP 5. . . . . . . . . . . . . . . . . . . . .$ 26.01 12.05 GROUP 6. .$ 26.29 12.05 GROUP 7. . . . . . . . . . . . . . . . . . . . .$ 26.56 12.05 GROUP 8. . . . . . . . . . . . . . . . . . . . .$ 27.66 12.05 ZONE DIFFERENTIAL (Add to Zone 1 rate) : Zone 2 - $2.00 Zone 1: Within 45 mile radius of Spokane, Pasco, Washington; Lewiston, Idaho Zone 2: Outside 45 mile radius of Spokane, Pasco, Washington; Lewiston, Idaho POWER EQUIPMENT OPERATORS CLASSIFICATIONS GROUP 1A: Boat Operator; Crush Feeder; Oiler; Steam Cleaner GROUP 1: Bit Grinders; Bolt Threading Machine; Compressors (under 2000 CFM, gas, diesel, or electric power) ; Deck Hand; Drillers Helper (Assist driller in making drill rod connections, service drill engine and air compressor, repair drill rig and drill tools, drive drill support truck to and on the job site, remove drill cuttings from around bore hole and inspect drill rig while in operation) ; Fireman & Heater Tender; Hydro-seeder, Mulcher, Nozzleman; Oiler Driver, & Cable Tender, Mucking Machine; Pumpman; Rollers, all types on subgrade, including seal and chip coatings (farm type, Case, John Deere & similar, or Compacting Vibrator) , except when pulled by Dozer with operable blade; Welding Machine; Crane Oiler-Driver (CLD required) & Cable Tender, Mucking Machine WA100001 Modification 30 Federal Wage Determinations for Highway Construction Page 14 GROUP 2: A-frame Truck (single drum) ; Assistant Refrigeration Plant (under 1000 ton) ; Assistant Plant Operator, Fireman or Pugmixer (asphalt) ; Bagley or Stationary Scraper; Belt Finishing Machine; Blower Operator (cement) ; Cement Hog; Compressor (2000 CFM or over, 2 or more, gas diesel or electric power) ; Concrete Saw (multiple cut) ; Distributor Leverman; Ditch Witch or similar; Elevator Hoisting Materials; Dope Pots (power agitated) ; Fork Lift or Lumber Stacker, hydra-lift & similar; Gin Trucks (pipeline) ; Hoist, single drum; Loaders (bucket elevators and conveyors) ; Longitudinal Float; Mixer (portable-concrete) ; Pavement Breaker, Hydra-Hammer & similar; Power Broom; Railroad Ballast Regulation Operator (self-propelled) ; Railroad Power Tamper Operator (self-propelled) ; Railroad Tamper Jack Operator (self-propelled; Spray Curing Machine (concrete) ; Spreader Box (self-propelled) ; Straddle Buggy (Ross & similar on construction job only) ; Tractor (Farm type R/T with attachment, except Backhoe) ; Tugger Operator GROUP 3: A-frame Truck (2 or more drums) ; Assistant Refrigeration Plant & Chiller Operator (over 1000 ton) ; Backfillers (Cleveland & similar) ; Batch Plant & Wet Mix Operator, single unit (concrete) ; Belt-Crete Conveyors with power pack or similar; Belt Loader (Kocal or similar) ; Bending Machine; Bob Cat (Skid Steer) ; Boring Machine (earth) ; Boring Machine (rock under 8 inch bit) (Quarry Master, Joy or similar) ; Bump Cutter (Wayne, Saginau or similar) ; Canal Lining Machine (concrete) ; Chipper (without crane) ; Cleaning & Doping Machine (pipeline) ; Deck Engineer; Elevating Belt-type Loader (Euclid, Barber Green & similar) ; Elevating Grader-type Loader (Dumor, Adams or similar) ; Generator Plant Engineers (diesel or electric) ; Gunnite Combination Mixer & Compressor; Locomotive Engineer; Mixermobile; Mucking Machine; Posthole Auger or Punch; Pump (grout or jet) ; Soil Stabilizer (P & H or similar) ; Spreader Machine; Dozer/Tractor (up to D-6 or equivalent) and Traxcavator;,,Traverse Finish Machine; Turnhead Operator GROUP 4: Concrete Pumps (squeeze-crete, flow-crete, pump- crete, Whitman & similar) ; Curb Extruder (asphalt or concrete) ; Drills (churn, core, calyx or diamond) ; Equipment Serviceman; Greaser & Oiler; Hoist (2 or more drums or Tower Hoist) ; Loaders (overhead & front-end, under 4 yds. R/T) ; Refrigeration Plant Engineer (under 1000 ton) ; Rubber-tired Skidders (R/T with or without attachments) ; Surface Heater & Plant Machine; Trenching Machines (under 7 ft. depth capacity) ; Turnhead (with re-screening) ; Vacuum Drill '(reverse circulation drill under 8 inch bit) r WA100001 Modification 30 Federal Wage Determinations for Highway Construction r Page 15 GROUP 5: Backhoe (under 45,000 gw' ; Backhoe & Hoe Ram (under 3/4 yd. ) ; Carrydeck & Boom Truck (under 25 tons) ; Cranes (25 tons & under) , all attachments including clamshell, dragline; Derricks & Stifflegs (under 65 tons) ; Drilling Equipment (8 inch bit & over) (Robbins, reverse circulation & similar) ; Hoe Ram; Piledriving Engineers; Paving (dual drum) ; Railroad Track Liner Operaotr (self-propelled) ; Refrigeration Plant Engineer (1000 tons & over) ; Signalman (Whirleys, Highline Hammerheads or similar) ; Grade Checker GROUP 6: Asphalt Plant Operator; Automatic Subgrader (Ditches & Trimmers) (Autograde, ABC, R.A. Hansen & similar on grade wire) ; Backhoe (45,000 gw and over to 110, 000 gw) ; Backhoes & Hoe Ram (3/4 yd. to 3 yd. ) ; Batch Plant (over 4 units) ; Batch & Wet Mix Operator (multiple units, 2 & incl. 4) ; Blade Operator (motor patrol & attachments) ; Cable Controller (dispatcher) ; Compactor (self-propelled with blade) ; Concrete Pump Boom Truck; Concrete Slip Form Paver; Cranes (over 25 tons, to and including 45 tons) , all attachments including clamshell, dragline; Crusher, Grizzle & Screening Plant Operator; Dozer, 834 R/T & similar; Drill Doctor; Loader Operator (front-end & overhead, 4 yds. incl. 8 yds. ) ; Multiple Dozer Units with single blade; Paving Machine (asphalt and concrete) ; Quad-Track or similar equipment; Rollerman (finishing asphalt pavement) ; Roto Mill (pavement grinder) ; Scrapers, all, rubber-tired; Screed Operator; Shovel (under 3 yds.) ; Trenching Machines (7 ft. depth & over) ; Tug Boat Operator Vactor guzzler, super sucker; Lime Batch Tank Operator (REcycle Train) ; Lime Brain Operator (Recycle Train) ; Mobile Crusher Operator (Recycle Train) GROUP 7: Backhoe (over 110,000 gw) ; Backhoes & Hoe Ram (3 yds & over) ; Blade (finish & bluetop) Automatic, CMI, ABC, Finish Athey & Huber & similar when used as automatic; Cableway Operators; Concrete Cleaning/Decontamination machine operator; Cranes (over 45 tons to but not including 85 tons) , all attachments including clamshell and dragine; Derricks & Stiffleys (65 tons & over) ; Elevating Belt (Holland type) ; Heavy equipment robotics operator; Loader (360 degrees revolving Koehring Scooper or similar) ; Loaders (overhead & front-end, over 8 yds. to 10 yds. ) ; Rubber-tired Scrapers (multiple engine with three or more scrapers) ; Shovels (3 yds. & over) ; Whirleys & Hammerheads, ALL; H.D. Mechanic; H.D. Welder; Hydraulic Platform Trailers (Goldhofer, Shaurerly andSimilar) ; Ultra High Pressure Wateriet Cutting Tool System Operator (30,000 psi) ; Vacuum Blasting Machine Operator GROUP 8: Cranes (85 tons and over, and all climbing, overhead,rail and tower) , all attachments including clamshell, dragline; Loaders (overhead and front-end, 10 yards and over) ; Helicopter Pilot r tWA100001 Modification 30 Federal Wage Determinations for Highway Construction Page X16 BOOM PAY: (All Cranes, Including Tower) 180 ft to 250 ft $ .50 over scale Over 250 ft $ .80 over scale NOTE: In computing the length of the boom on Tower Cranes, they shall be measured from the base of the Tower to the point of the boom. HAZMAT: Anyone working on HAZMAT jobs, working with supplied air shall receive $1.00 an hour above classification. I i I I i i I WA100001 Modification 30 Federal Wage Determinations for Highway Construction Page 17 FNGI0612-006 01/01/2011 LEWIS,PIERCE, PACIFIC (portion lying north of a parallel line extending west from the northern boundary of Wahkaikum County to the sea) AND THURSTON COUNTIES ON PROJECTS DESCRIBED IN FOOTNOTE A BELOW, THE RATE FOR EACH GROUP SHALL BE 90% OF THE BASE RATE PLUS FULL FRINGE BENEFITS. ' ON ALL OTHER WORK, THE FOLLOWING RATES APPLY. Zone 1 (0-25 radius miles) : Rates Fringes Power equipment operators: GROUP 1A. . . . . . . . . . . . . . . . . . .$ 35.79 15.15 GROUP 1AA. . .$ 36.36 15.15 GROUP 1AAA. . . . . . . . . . . . . . . . .$ 36.92 15.15 GROUP 1. . . . . . . . . . . . . . . . . . . . .$ 35.24 15.15 GROUP 2. .$ 34.75 15.15 GROUP 3. .$ 34.33 15.15 GROUP 4. . . . . . . . . . . . . . . . . . . . .$ 31.97 15.15 Zone Differential (Add to Zone 1 rates) : Zone 2 (26-45 radius miles) = $ .70 Zone 3 (Over 45 radius miles) - $1.00 BASEPOINTS: CENTRALIA, OLYMPIA, TACOMA POWER EQUIPMENT OPERATORS CLASSIFICATIONS GROUP 1 AAA - Cranes-over 300 tons or 300 ft of boom (including jib with attachments) GROUP 1AA - Cranes- 200 tonsto 300 tons, or 250 ft of boom (including jib with attachments; Tower crane over 175 ft in height, bas to boom r r tWA100001 Modification 30 Federal Wage Determinations for Highway Construction Page 18 GROUP lA - Cranes, 100 tons thru 199 tons, or 150 ft of boom (including jib with attachments) ; Crane-overhead, bridge type, 100 tons and over; Tower crane up to 175 ft in height base to boom; Loaders-overhead, 8 yards and over; Shovels, excavator, backhoes-6 yards and over with attachments GROUP 1 - Cableway; Cranes 45 tons thru 99 tons under 150 ft of boom (including jib with attachments) ; Crane-overhead, bridge type, 45 tons thru 99 tons; Derricks on building work; Excavator, shovel, backhoes over 3 yards and under 6 yards; Hard tail end dump articulating off-road equipment 45 yards and over; Loader- overhead, 6 yards to, but not including, 8 yards; Mucking machine, mole, tunnel, drill and/or shield; Quad 9 HD 41, D-10; Remote control operator on rubber tired earth moving equipment; Rollagon; Scrapers- self-propelled 45 yards and over; Slipform pavers; Transporters, all track or truck type GROUP 2 - Barrier machine (zipper) ; Batch Plant Operator- concrete; Bump Cutter; Cranes, 20 tons thru 44 tons with attachments; Crane-Overhead, bridge type, 20 tons through 44 tons; Chipper; Concrete pump-truck mount with boom attachment; Crusher; Deck engineer/deck winches (power) ; Drilling machine; Excavator, shovel, backhoe-3 yards and under; Finishing machine, Bidwell, Gamaco and similar equipment; Guardrail punch; Loaders, overhead under 6 yards; Loaders-plant feed; Locomotives-all; Mechanics- all; Mixers, asphalt plant; Motor patrol graders, finishing; Piledriver (other than crane mount) ; Roto-mill, roto- grinder; Screedman, spreader, topside operator-Blaw Knox, Cedar Rapids, Jaeger, Caterpillar, Barbar Green; Scraper-self- propelled, hard tail end dump, articulating off-road equipment- under 45 yards; Subgrader trimmer; Tractors, backhoe over 75 hp; Transfer material service machine-shuttle buggy, Blaw Knox- Roadtec; Truck Crane oiler/driver-100 tons and over; Truck Mount Portable Con-"yor; Yo Yo pay GROUP 3 - Conveyors; Cranes through 19 tons with attachments; Crane-A-frame over 10 tons; Drill oilers-auger type, truck or crane mount; Dozer-D-9 and under; Forklift-3000 lbs. and over with attachments; Horizontal/directional drill locator; Outside Hoists-(elevators and manlifts) , air tuggers, strato 'tower bucket elevators; Hydralifts/boom trucks over 10 tons; Loaders-elevating type, belt; Motor patrol grader-nonfinishing; Plant oiler- asphalt, crusher; Pump-Concrete; Roller, plant mix or multi-lfit materials; Saws-concrete; Scrapers, concrete and carry all; Service engineers-equipment; Trenching machines; Truck crane oiler/driver under 100 tons; Tractors, backhoe. under 75 hp WA100001 Modification 30 , Federal Wage Determinations for Highway Construction Page X19 GROUP 4 - Assistant Engineer; Bobcat; Brooms; Compressor; Concrete Finish Machine-laser screed; Cranes A-frame 10 tons and under; Elevator and manlift (permanent and shaft type) ; Forklifts-under 3000 lbs. with attachments; Gradechecker, stakehop; Hydralifts/boom trucks, 10 tons and under; Oil distributors, blower distribution and mulch seeding operator; Pavement breaker; Posthole digger-mechanical; Power plant; Pumps-water; Rigger and Bellman; Roller-other than plant mix; Wheel Tractors, farmall type; Shotcrete/gunite equipment operator FOOTNOTE A- Reduced rates may be paid on the following: 1. Projects involving work on structures such as buildings and bridges whose total value is less than $1.5 million excluding mechanical, electrical, and utility portions of the contract., ri 2. Projects of• less than $1 million where no building is involved. Surfacing and paving included, but utilities excluded. 3. Marine projects (docks, wharfs, etc. ) less than $150,000. HANDLING OF HAZARDOUS WASTE MATERIALS: Personnel in all craft classifications subject to working inside a federally designated hazardous perimeter shall be elgible for compensation in accordance with the following group schedule relative to the level of hazardous waste as outlined in the specific hazardous waste project site safety plan. H-1 Base wage rate when on a hazardous waste site when not outfitted with protective clothing H-2 Class "C" Suit - Base wage rate plus $ .25 per hour. H-3 Class "B" Suit - Base wage rate plus $ .50 per hour. H-4 Class "A" Suit - Base wage rate plus $ .75 per hour. ---------------------------------------------------------------- ENGI0701-002 01/01/2011 1 CLARK, COWLITZ, KLICKKITAT, PACIFIC (SOUTH) , SKAMANIA, AND WAHKIAKUM COUNTIES POWER RQUIPMENT OPERATORS: ZONE 1 Rates Fringes Power equipment operators: (See Footnote A) GROUP 1. . . . . . . . . . . . . . . . . . . . .$ 37.27 12.35 GROUP 1A. . . . . . . . . . . . . . . . . . . .$ 39.13 12.35 GROUP 1B. . . . . . . . . . . . . . . . . . . .$ 41.00 12.35 GROUP 2. . . . . . . . . . . . . . . . . . . . .$ 35.64 12.35 GROUP 3. . . . . . . . . . . . . . . . . . . . .$ 34.64 12.35 GROUP 4. .$ 33.71 12.35 GROUP 5. . . . . . . . . . . . . . . . . . . . .$ 32.60 12.35 GROUP 6. . . . . . . . . . . . . . . . . . . . .$ 29.61 12.35 WA100001 Modification 30 Federal Wage Determinations for Highway Construction Page X20 Zone Differential (add to Zone 1 rates) : Zone 2 - $3.00 Zone 3 - $6.00 For the following metropolitan counties: MULTNOMAH; CLACKAMAS; MARION; WASHINGTON; YAMHILL; AND COLUMBIA; CLARK; AND COWLITZ COUNTY, WASHINGTON WITH MODIFICATIONS AS INDICATED: All jobs or projects located in Multnomah, Clackamas and Marion Counties, West of the western boundary of Mt. Hood National Forest and West of Mile Post 30 on Interstate 84 and West of Mile Post 30 on State Highway 26 and West of Mile Post 30 on Highway 22 and all jobs or projects located in Yamhill County, Washington County and Columbia County and all jobs or porjects located in Clark & Cowlitz County, Washington except that portion of Cowlitz County in the Mt. St. Helens "Blast Zone" shall receive Zone I pay for all. classifications. All jobs or projects located in the area outside the identified boundary above, but less than 50 miles from the Portland City Hall shall receive Zone II pay for all classifications. All jobs or projects located more than 50 miles from the Portland City Hall, but outside the identified border above, shall receive Zone III pay for all classifications. For the following cities: ALBANY; BEND; COOS BAY; EUGENE; GRANTS PASS; KLAMATH FALLS; MEDFORD; ROSEBURG All jobs or projects located within 30 miles of the respective city hall of the above mentioned cities shall receive Zone I pay for all classifications. All jobs or projects located more than 30 miles and less than 50 miles from the respective city hall of the above mentioned cities shall receive Zone II pay for all classifications. All jobs or projects located more than 50 miles from the respective city hall of the above mentioned cities shall receive Zone III pay for all classifications. POWER EQUIPMENT OPERATORS CLASSIFICATIONS GROUP 1: CONCRETE: Batch Plant and/or Wet Mix Operator, three units or more; CRANE: Helicopter Operator, when used in erecting work; Whirley Operator, 90 ton and over; LATTICE BOOM CRANE: Operator 200 tons through 299 tons, and/or over 200 feet boom; HYDRAULIC CRANE: Hydraulic Crane Operator 90 tons through 199 tons with luffing or tower attachments; FLOATING EQUIPMENT: Floating Crane, 150 ton but less than 250 ton WA100001 Modification 30 Federal Wage Determinations for Highway'Construction i Page X21 GROUP IA: HYDRAULIC CRANE: Hydraulic Operator, 200 tons and over (with luffing or tower attachment) ; LATTICE BOOM CRANE: Operator, 200 tons through 299 tons, with over 200 feet boom; FLOATING EQUIPMENT: Floating Crane 250 ton and over GROUP 1B: LATTICE BOOM CRANE: Operator, 300 tons through 399 tons with over 200 feet boom; Operator 400 tons and over; FLOATING EQUIPMENT: Floating Crane 350 ton and over GROUP 2: ASPHALT: Asphalt Plant Operator (any type) ; Roto Mill, pavement profiler, operator, 6 foot lateral cut and over; BLADE: Auto Grader or "Trimmer" (Grade Checker required) ; Blade Operator, Robotic; BULLDOZERS: Bulldozer operator over 120,000 lbs and above; Bulldozer operator, twin engine; Bulldozer Operator,tandem, quadnine, D10, Dll, and similar type; Bulldozere Robotic Equipment (any type; CONCRETE: Batch Plant and/or Wet Mix Operator, one and two drum; Automatic Concrete Slip Form Paver Operator; Concrete Canal Line Operator; Concrete Profiler, Diamond Head; CRANE: Cableway Operator, 25 tons and over; HYDRAULIC CRANE: Hydraulic crane operator 90 tons through 199 tons (without luffing or tower attachment) ; TOWER/WHIRLEY OPERATOR: Tower Crane Operator; Whirley Operator, under 90 tons; LATTICE BOOM CRANE: 90 through 199 tons and/or 150 to 200 feet boom; CRUSHER: Crusher Plant Operator; FLOATING EQUIPMENT: Floating Clamshell, etc.operator, 3 cu. yds. and over; Floating Crane (derrick barge) Operator, 30 tons but less than 150 tons; LOADERS: Loader operator, 120,000 lbs. and above; REMOTE CONTROL: Remote controlled earth-moving equipment; RUBBER-TIRED SCRAPERS: Rubber- tired scraper operator, with tandem scrapers, multi-engine; SHOVEL, DRAGLINE, CLAMSHELL, SKOOPER OPERATOR: Shovel, Dragline, Clamshell, operator 5 cu. yds and over; TRENCHING MACHINE: Wheel Excavator, under 750 cu. yds. per hour (Grade Oiler required) ; Canal Trimmer (Grade Oiler ..4 . required) ; Wheel Excavator, over 750 cu. yds. per hour;—.- Band Wagon (in conjunction with wheel excavator) ; UNDERWATER EQUIPMENT: Underwater Equipment Operator, remote or otherwise; HYDRAULIC HOES-EXCAVATOR: Excavator over 130,000 lbs. ; HYDRAULIC CRANE: Hydraulic crane operator, 50 tons through 89 tons (with luffing or tower attachment) ; GROUP 3: BULLDOZERS: Bulldozer operator, over 70,000 lbs. up to and including 120, 000 lbs.; HYDRAULIC CRANE: Hydraulic crane operator, 50 tons through 89 tons (without luffing or tower attachment) ; LATTICE BOOM CRANES: Lattice Boom Crane-50 through 89 tons (and less than 150 feet boom) ; FORKLIFT: Rock Hound Operator; HYDRAULIC HOES-EXCAVATOR: excavator over 80,000 lbs. through 130,000 lbs.; LOADERS: Loader operator 60,000 and less than 120,000; RUBBER-TIRED SCRAPERS: Scraper Operator, with tandem scrapers; Self-loading, paddle wheel, auger type, finish and/or 2 or more units; SHOVEL, DRAGLINE, CLAMSHELL,SKOOPER OPERATOR: Shovel, Dragline, Clamshell operators 3 cu. yds. but less than 5 cu yds. WA100001 Modification 30 Federal Wage Determinations for Highway Construction Page X22 GROUP 4: ASPHALT: Screed Operator; Asphalt Paver operator (screeman required) ; BLADE: Blade operator; Blade operator, finish; Blade operator, externally controlled by electronic, mechanical hydraulic means; Blade operator, multi-engine; BULLDOZERS: Bulldozer Operator over 20,000 lbs and more than 100 horse up to 70,000 lbs; Drill Cat Operator; Side-boom Operator; Cable-Plow Operator (any type) ; CLEARING: Log Skidders; Chippers; Incinerator; Stump Splitter (loader mounted or similar type) ; Stump Grinder (loader mounted or similar type; Tub Grinder; Land Clearing Machine - (Track mounted forestry mowing & grinding machine) ; Hydro Axe (loader mounted or similar type) ; COMPACTORS SELF-PROPELLED: Compactor Operator, with blade; Compactor Operator, multi-engine; Compactor Operator, robotic;. CONCRETE: Mixer Mobile Operator; Screed Operator; Concrete Cooling Machine Operator; Concrete Paving Road Mixer; Concrete Breaker; Reinforced Tank Banding Machine (K-17 or similar types) ; Laser Screed; CRANE: Chicago boom and similar types; Lift Slab Machine Operator; Boom type lifting device, 5 ton capacity or less; Hoist Operator, two (2) drum; Hoist Operator, three (3) or more drums; Derrick Operator, under 100 ton; Hoist Operator, stiff leg, guy derrick or similar type, 50 ton and over; Cableway Operator up to twenty (25) ton; Bridge Crane Operator, Locomotive, Gantry, Overhead; Cherry Picker or similar type crane; Carry Deck Operator; Hydraulic Crane Operator, under.50 tons; LATTICE BOOM CRANE OPERATOR: Lattice Boom Crane Operator, under 50 tons; CRUSHER: .Generator Operator; Diesel-Electric Engineer; Grizzley Operator; Drill Doctor; Boring Machine Operator; Driller-Percussion, Diamond, Core, Cable, Rotary and similar type; Cat Drill (John Henry) ; Directional Drill Operator over 20,000 lbs pullback; FLOATING EQUIPMENT: Diesel-electric Engineer; Jack Operator, elevating barges, Barge Operator, self- unloading; Piledriver Operator (not crane type) (Deckhand required) ; Floating Clamshelll, etc. Operator, under 3 cu. yds. (Fireman or Diesel-Electric Engineer required) ;,, Floating Crane (derrick barge) Operator, less than 30 tons; GENERATORS: Generator Operator; Diesel-electric Engineer; GUARDRAIL EQUIPMENT: Guardrail Punch Operator (all types) ; Guardrail Auger Operator (all types) ; Combination Guardrail machines, i.e., punch auger, etc.; HEATING PLANT: Surface Heater and Planer Operator; HYDRAULIC HOES EXCAVATOR: Robotic Hydraulic backhoe operator, track and wheel type up to and including 20,0000 lbs. with any or all attachments; Excavator Operator over 20,000 lbs through 80,000 lbs. ; LOADERS: Belt Loaders, Kolman and Ko Cal types; Loaders Operator, front end and overhead, 25,000 lbs and less than 60,000 lbs; Elevating Grader Operator by Tractor operator, Sierra, Euclid or similar types; PILEDRIVERS: Hammer Operator; Piledriver Operator (not crane type) ; PIPELINE, SEWER WATER: Pipe Cleaning Machine Operator; Pipe Doping Machine Operator; Pipe Bending Machine Operator; Pipe wrapping Machine Operator; Boring Machine Operator; Back Filling Machine Operator; REMOTE CONTROL: Concrete Cleaning Decontamination Machine Operator; Ultra High Pressure Water Jet Cutting Tool System Operator/Mechanic; Vacuum Blasting WA100001 Modification 30 Federal Wage Determinations for Highway Construction Page X23 Machine Operator/mechanic; REPAIRMEN, HEAVY DUTY: Diesel Electric Engineer (Plant or Floating; Bolt Threading Machine operator; Drill Doctor (Bit Grinder) ; H.D. Mechanic; Machine Tool Operator; RUBBER-TIRED SCRAPERS: Rubber-tired Scraper 0 erator sin le engine, single scraper; Self-loading, paddle wheel, auger type under 15 cu. yds. ; Rubber-tired Scraper Operator, twin engine; Rubber-tired Scraper Operator, with push- ull attachments; Self Loading, paddle wheel, auger type 15 cu. yds. and over, single engine; Water pulls, water wagons; SHOVEL, DRAGLINE, CLAMSHELL, SKOOPER OPERATOR: Diesel Electric Engineer; Stationay Drag Scraper Operator; Shovel, Dra line, Clamshell Operator under 3 c Y yds.; Grade-all Operator; SURFACE (BASE) MATERIAL: Blade mounted spreaders, Ulrich and similar types; TRACTOR-RUBBERED TIRED: Tractor operator, rubber-tired, over 50 hp flywheel; Tractor operator, with boom attachment; Rubber-tired dozers and pushers (Michigan, Cat, Hough type) ; Skip Loader, Drag Box; TRENCHING MACHINE: Trenching Machine operator, digging capacity over 3 ft depth; Back filling machine operator; TUNNEL: Mucking machine operator GROUP 5: ASPHALT: Extrusion Machine Operator; Roller Operator (any asphalt mix) ; Asphalt Burner and Reconditioner Operator (any type) ; Roto-Mill, pavement profiler, ground man; BULLDOZERS: Bulldozer operator, 20,000 lbs. or less or 100 horse or less; COMPRESSORS: Compressor Operator (any power) , over 1,250 cu. ft. total capacity; COMPACTORS: Compactor Operator, including vibratory; Wagner Pactor Operator or similar type (without blade) ; CONCRETE: Combination mixer and Compressor Operator, gunite work; Concrete Batch Plant Quality Control Operator; Beltcrete Operator; Pumperete Operator (any type) ; Pavement Grinder and/or Grooving Machine Operator (riding type) ; Cement Pump Operator, Fuller-Kenyon and similar; Concrete Pump Operator; Grouting Machine Operator; Concrete mixer operator, single drum, under (5) bag capacity; Cast in place pipe laying machine; maginnis Internal Full slab vibrator operator; Concrete finishing mahine operator, Clary, Johnson, Bidwell, Burgess Bridge deck or similar type; Curb Machine Operator, mechanical Berm, Curb and/or Curb and Gutter; Concrete Joint Machine Operator; Concrete Planer Operator; Tower Mobile Operator; Power Jumbo Operator setting slip forms in tunnels; Slip Form Pumps, power driven hydraulic lifting device for concrete forms; Concrete Paving Machine Operator; Concrete Finishing Machine Operator; Concrete Spreader Operator; CRANE: Helicopter Hoist Operator; Hoist Operator, single drum; Elevator Operator; A-frame Truck Operator, Double drum; Boom Truck Operator; HYDRAULIC CRANE OPERATOR: Hydraulic Boom Truck, Pittman; DRILLING: Churm Drill and Earth Boring Machine Operator; Vacuum Truck; Directional Drill Operator over 20,000 lbs pullback; FLOATING EQUIPMENT: Fireman; FORKLIFT: Fork Lift, over 10 ton and/or j robotic; HYDRAULIC HOES EXCAVATORS: Hydraulic Backhoe Operator, wheel type (Ford, John Deere, Case type) ; P YP YP WA100001 Modification 30 Federal Wage Determinations for Highway Construction Page X24 Hydraulic Backhoe Operator track type up to and including 20,000 lbs. ; LOADERS: Loaders, rubber- tired type, less than 25,000 lbs; Elevating Grader Operator, Tractor Towed requiring Operator or Grader; Elevating loader operator, Athey and similar types; OILERS: Service oiler (Greaser) ; PIPELINE-SEWER WATER: Hydra hammer or simialr types; Pavement Breaker Operator; PUMPS: Pump Operator, more than 5 (any size) ; Pot Rammer Operator; RAILROAD EQUIPMENT: Locomotive Operator, under 40 tons; Ballast Regulator Operator; Ballast Tamper Multi-Purpose Operator; Track Liner Operator; Tie Spacer Operator; Shuttle Car Operator; Locomotive Operator, 40 tons and over; MATERIAL HAULRS: Cat wagon DJBs Volvo similar types; Conveyored material hauler; SURFACING (BASE) MATERIAL: Rock Spreaders, self-propelled; Pulva-mixer or similar types; Chiip Spreading machine operator; Lime spreading operator, construction job siter; SWEEPERS: Sweeper operator (Wayne type) self-propelled construction job site; TRACTOR-RUBBER TIRED: Tractor operator, rubber-tired, 50 hp flywheel and under; Trenching machine operator, maximum digging capacity 3 ft depth; TUNNEL: Dinkey GROUP 6: ASPHALT: Plant Oiler; Plant Fireman; Pugmill Operator (any type) ; Truck mounted asphalt spreader, with screed; COMPRESSORS: Compressor Operator (any Dower) , under 1,250 cu. ft. total capacity; CONCRETE: Plant Oiler, Assistant Conveyor Operator; Conveyor Operator; Mixer Box Operator (C.T.B., dry batch, etc. ) ; Cement Hog Operator; Concrete Saw Operator; Concrete Curing Machine Operator (riding type) ; Wire Mat or Brooming Machine Operator; CRANE: Oiler; Fireman, all equipment; Truck Crane Oiler Driver; A-frame Truck Operator, single drum; Tugger or Coffin Type Hoist Operator; CRUSHER: Crusher Oiler; Crusher Feederman; CRUSHER: Crusher oiler; Crusher feederman; DRILLING: Drill Tender; Auger Oiler; FLOATING EQUIPMENT: Deckhand; Boatman; FORKLIFT: Self-propelled Scaffolding Operator, construction job site (exclduing working platform) ; Fork Lift or Lumber Stacker Operator, construction job site; Ross Carrier Operator, construction job site; Lull Hi-Lift Operator or Similar Type; GUARDRAIL EQUIPMENT: Oiler; Auger Oiler; Oiler, combination guardrail machines; Guardrail Punch Oiler; HEATING PLANT: Temporary Heating Plant Operator; LOADERS: Bobcat, skid steer (less than 1 cu yd. ) ; Bucket Elevator Loader Operator, BarberGreene and similar types; OILERS: Oiler; Guardrail Punch Oiler; Truck Crane Oiler-Driver; Auger Oiler; Grade Oiler, required to check grade; Grade Checker; Rigger; PIPELINE-SEWER WATER: Tar Pot Fireman; Tar Pot Fireman (power agitated) ; PUMPS: Pump. Operator (any power) ; Hydrostatic Pump Operator; RAILROAD EQUIPMENT: Brakeman; Oiler; Switchman; Motorman; Ballast Jack Tamper Operator; SHOVEL, DRAGLINE, CLAMSHELL, SKOOPER, ETC. OPERATOR: Oiler, Grade Oiler (required to check grade) ; Grade Checker; Fireman; SWEEPER: Broom operator, self propelled, construction job site; SURFACING (BASE) MATERIAL: Roller Operator, grading of base rock (not asphalt) ; Tamping Machine operartor, mechanical, self-propelled; Hydrographic WA100001 Modification 30 Federal Wage Determinations for Highway Construction i Page X25 Seeder Machine Operator; TRENCHING MACHINE: Oiler; Grade Oiler; TUNNEL: Conveyor operator; Air filtration equipment operator ---------------------------------------------------------------- IRON0014-005 0710112010 ADAMS, ASOTIN, BENTON, COLUMBIA, DOUGLAS, FERRY, FRANKLIN, GARFIELD, GRANT, LINCOLN, OKANOGAN, PEND ORIELLE, SPOKANE, MSTEVENS, WALLA WALLA AND WHITMAN COUNTIES Rates Fringes IRONWORKER. . . . . . . . . . . . . . . . . . . . . . .$ 31.09 19.60 ---------------------------------------------------------------- IRON0029-002 07/01/2010 CLARK, COWLITZ, KLICKITAT, PACIFIC, SKAMANIA, AND WAHKAIKUM COUNTIES Rates Fringes IRONWORKER. . . . . . . . . . . . . . . . . . . . . . .$ 33.62------------19.60 IRON0086-002 07/01/2010 YAKIMA, KITTITAS AND CHELAN COUNTIES Rates Fringes IRONWORKER-----------------------$ 31.09 -----------19 60 ------ ------- --------- IRON0086-004 07/01/2010 CLALLAM, GRAYS HARBOR, ISLAND, JEFFERSON, KING, KITSAP, LEWIS, MASON, PIERCE", SKAGIT, SNOHOMISH, THURSTON, AND WHATCOM COUNTIES Rates Fringes IRONWORKER. . . . . . . . . . . . . . . . . . . . . . .$ 37.67 19.60 ---------------------------------------------------------------- i WA100001 Modification 30 Federal Wage Determinations for Highway Construction Page X26 LAB00001-002 06/01/2009 ZONE 1: Rates Fringes Laborers: CALLAM, GRAYS HARBOR, ISLAND, JEFFERSON, KING, KITSAP, LEWIS, MASON, PACIFIC (NORTH OF STRAIGHT LINE MADE BY EXTENDING THE NORTH BOUNDARY WAHKIAKUM COUNTY WEST TO THE PACIFIC OCEAN) , PIERCE, SAN JUAN, SKAGIT, SNOHOMISH, THURSTON AND WHATCOM COUNTIES GROUP 1. . . . . . . . . . . . . . . . . . . .$ 21.77 9.07 GROUP 2. . . . . . . . . . . . . . . . . . . .$ 24.86 9.07 GROUP 3. . . . . . . . . . . . . . . . . . . .$ 30.96 9.07 GROUP 4. . . . . . . . . . . . . . . . . . . .$ 31.70 9.07 GROUP 5. . . . . . . . . . . . . . . . . . . .$ 32.21 9.07 CHELAN, DOUGLAS (WEST OF THE 120TH MERIDIAN) , KITTITAS AND YAKIMA COUNTIES GROUP 1. . . . . . . . . . . . . . . . . . . .$ 17.95 9.07 GROUP 2. . . . . . . . . . . . . . . . . . . .$ 20.58 9.07 GROUP 3. . . . . . . . . . . . . . . . . . . .$ 22.54 9.07 GROUP 4. . . . . . . . . . . . . . . . . . . .$ 23.09 9.07 GROUP 5. . . . . . . . . . . . . . . . . . . .$ 23.48 9.07 BASE POINTS: BELLINGHAM, MT. VERNON, EVERETT, SEATTLE, KENT, TACOMA, OLYMPIA, CENTRALIA, ABERDEEN, SHELTON, PT. TOWNSEND, PT. ANGELES, AND BREMERTON ZONE 1 - Projects within 25 radius miles of the respective city hall ZONE 2 - More than 25 but less than 45 radius miles from the respective city hall ZONE 3 - More than 45 radius miles from the respective city hall ZONE DIFFERENTIAL (ADD TO ZONE 1 RATES) : ZONE 2 - $1.00 ZONE 3 - $1.30 BASE POINTS: CHELAN, SUNNYSIDE, WENATCHEE, AND YAKIMA ZONE 1 - Projects within 25 radius miles of the respective city hall ZONE 2 - More than 25 radius miles from the respective city hall ZONE DIFFERENTIAL (ADD TO ZONE 1 RATES) : ZONE 2 - $2.25 WA100001 Modification 30 Federal Wage Determinations for Highway Construction Page X27 LABORERS CLASSIFICATIONS GROUP 1: Landscaping and Planting; Watchman; Window Washer/Cleaner (detail clean-up, such as but not limited to cleaning floors, ceilings, walls, windows, etc., prior to final acceptance by the owner) GROUP 2: Batch Weighman; Crusher Feeder; Fence Laborer; Flagman; Pilot Car GROUP 3: General Laborer; Air, Gas, or Electric Vibrating Screed; Asbestos Abatement Laborer; Ballast Regulator Machine; Brush Cutter; Brush Hog Feeder; Burner; Carpenter Tender; Cement Finisher Tender; Change House or Dry Shack; Chipping Gun (under 30 lbs. ) ; Choker Setter; Chuck Tender; Clean-up Laborer; Concrete Form Stripper; Curing Laborer; Demolition (wrecking and moving including charred material) ; Ditch Digger; Dump Person; Fine Graders; Firewatch; Form Setter; Gabian Basket Builders; Grout Machine Tender; Grinders; Guardrail Erector; Hazardous Waste Worker (Level C: uses a chemical "splash suit" and air purifying respirator) ; Maintenance Person; Material Yard Person; Pot Tender; Rip Rap Person; Riggers; Scale Person; Sloper Sprayer; Signal Person; Stock Piler; Stake Hopper; Toolroom Man (at job site) ; Topper-Tailer; Track Laborer; Truck Spotter; Vinyl Seamer GROUP 4: Cement Dumper-Paving; Chipping Gun (over 30 lbs. ) ; Clary Power Spreader; Concrete Dumper/Chute Operator; Concrete Saw Operator; Drill Operator (hydraulic, diamond, aiartrac) ; Faller and Bucker Chain Saw; Grade Checker and Transit Person; Groutmen (pressure) including post tension beams; Hazardous Waste Worker (Level B: uses same respirator protection as Level A. A supplied air line is provided in conjunction with a chemical "splash suit") ; High'-Scaler; Jackhammer; Laserbeam Operator; Manhole Builder-Mudman; Nozzleman (concrete pump, green cutter when using combination of high pressure air and water on i` concrete and rock, sandblast, gunite, shotcrete, water blaster, vacuum blaster) ; Pavement Breaker; Pipe Layer and Caulker; Pipe Pot Tender; Pipe Reliner (not insert type) ; Pipe Wrapper; Power Jacks; Railroad Spike Puller-Power; Raker-Asphalt; Rivet Buster; Rodder; Sloper (over 20 ft) ; Spreader (concrete) ; Tamper and Similar electric, air and glas operated tool; Timber Person-sewer (lagger shorer and cribber) ; Track Liner Power; Tugger Operator; Vibrator; Well Point Laborer GROUP 5: Caisson Worker; Miner; Mortarman and Hodcarrier; Powderman; Re-Timberman; Hazardous Waste Worker (Level A: utilizes a fully encapsulated suit with a self-contained breathing apparatus or a supplied air line) . ---------------------------------------------------------------- WA100001 Modification 30 Federal Wage Determinations for Highway Construction Page X28 LAB00238-004 06/01/2011 PASCO AREA: ADAMS, BENTON, COLUMBIA,DOUGLAS (East of 120th ' Meridian) , FERRY, FRANKLIN, GRANT, OKANOGAN, WALLA WALLA SPOKANE AREA: ASOTIN, GARFIELD, LINCOLN, PEND OREILLE, SPOKANE, STEVENS & WHITMAN COUNTIES Rates Fringes LABORER (PASCO) GROUP 1. . . . . . . . . . . . . . . . . . . . .$ 21.31 10.00 GROUP 2. . . . . . . . . . . . . . . . . . . . .$ 23.41 10.00 GROUP 3. . . . . . . . . . . . . . . . . . . . .$ 23.68 10.00 GROUP 4. . . . . . . . . . . . . . . . . . . . .$ 23.95 10.00 GROUP 5. . . . . . . . . . . . . . . . . . . . .$ 24.23 10.00 LABORER (SPOKANE) GROUP 1. . . . . . . . . . . . . . . . . . . . .$ 21.01 10.00 GROUP 2. . . . . . . . . . . . . . . . . . . . .$ 23.11 10.00 GROUP 3. . . . . . . . . . . . . . . . . . . . .$ 23.38 10.00 GROUP 4. . . . . . . . . . . . . . . . . . . . .$ 23.65 10.00 GROUP 5. . . . . . . . . . . . . . . . . . . . .$ 23.93 10.00 Zone Differential (Add to Zone 1 rate) : $2.00 BASE POINTS: Spokane, Pasco, Lewiston Zone 1: 0-45 radius miles from the main post office. Zone 2: 45 radius miles and over from the main post office. LABORERS CLASSIFICATIONS GROUP 1: Flagman; Landscape Laborer; Scaleman; Traffic Control Maintenance Laborer (to include erection and maintenance of barricades, signs and relief of flagperson) ; Window Washer/Cleaner (detail cleanup, such as, but not limited to cleaning floors, ceilings, walls, windows, etc. prior to final acceptance by the owner) WA100001 Modification 30 Federal Wage Determinations for Highway Construction l Page X29 GROUP 2: Asbestos Abatement Worker; Brush Hog Feeder; Carpenter Tender; Cement Handler; Clean-up Laborer; Concrete Crewman (to include stripping of forms, hand operating jacks on slip form construction, application of concrete curing compounds, pumperete machine, signaling, 1 handling the nozzle of squeezcrete or similar machine, 6 inches and smaller) ; Confined Space Attendant; Concrete Signalman; Crusher Feeder; Demolition (to include clean-up, burning, loading, wrecking and salvage of all material) ; Dumpman; Fence Erector; Firewatch; Form Cleaning Machine Feeder, Stacker; General Laborer; Grout Machine Header Tender; Guard Rail (to include guard rails, guide and reference posts, sign posts, and right-of-way markers) ; Hazardous Waste Worker, Level D (no respirator is used and skin protection is minimal) ; Miner, Class "A" (to include all bull gang, concrete crewman, dumpman and pumperete crewman, including distributing pipe, assembly & dismantle, and nipper) ; Nipper; Riprap Man; Sandblast Tailhoseman; Scaffold Erector (wood or steel) ; Stake Jumper; Structural ' Mover (to include separating foundation, preparation, cribbing, shoring, jacking and unloading of structures) ; Tailhoseman (water nozzle) ; Timber Bucker and Faller (by hand) ; Track Laborer (RR) ; Truck Loader; Well-Point Man; All Other Work Classifications Not Specially Listed Shall Be Classified As General Laborer I �o WA100001 Modification 30 Federal Wage Determinations for Highway Construction Page X30 GROUP 3: Aspahlt Raker; Asphalt Roller, walking; Cement Finisher Tender; Concrete Saw, walking; Demolition Torch; Dope Pot Firemen, non-mechanical; Driller Tender (when required to move and position machine) ; Form Setter, Paving; Grade Checker using level; Hazardous Waste Worker, Level C (uses a chemical "splash suit" and air purifying respirator) ; Jackhammer Operator; Miner, Class "B" (to include brakeman, finisher, vibrator, form setter) ; Nozzleman (to include squeeze and flo-crete nozzle) ; Nozzleman, water, air or steam; Pavement Breaker (under 90 lbs. ) ; Pipelayer, corrugated metal culvert; Pipelayer, multi- plate; Pot Tender; Power Buggy Operator; Power Tool Operator, gas, electric, pneumatic; Railroad Equipment, power driven, except dual mobile power spiker or puller; Railroad Power Spiker or Puller, dual mobile; Rodder and Spreader; Tamper (to include operation of Barco, Essex and similar tampers) ; Trencher, Shawnee; Tugger Operator; Wagon Drills; Water Pipe Liner; Wheelbarrow (power driven) GROUP 4: Air and Hydraulic Track Drill; Brush Machine (to include horizontal construction joint cleanup brush machine, power propelled) ; Caisson Worker, free air; Chain Saw Operator and Faller; Concrete Stack (to include laborers when laborers working on free standing concrete stacks for smoke or fume control above 40 feet high) ; Gunite (to include operation of machine and nozzle) ; Hazardous Waste Worker, Level B (uses same respirator protection as Level A. A supplied air line is provided in conjunction with a chemical "splash suit") ; High Scaler; Laser Beam Operator (to include grade checker and elevation control) ; Miner, Class C (to include miner, nozzleman for concrete, laser beam operator and rigger on tunnels) ; Monitor Operator (air track or similar mounting) ; Mortar Mixer; Nozzleman (to include jet blasting nozzleman, over 1,200 lbs., jet blast machine power propelled, sandblast nozzle) ; Pavement Breaker (90 lbs. and over) ; Pipelayer (to " include working topman, caulker, collarman, jointer, mortarman, rigger, jacker, shorer, valve or meter installer) ; Pipewrapper; Plasterer Tender; Vibrators (all) GROUP 5 - Drills with Dual Masts; Hazardous Waste Worker, Level A (utilizes a fully encapsulated suit with a self-contained breathing apparatus or a supplied air line) ; Miner Class "D", (to include raise and shaft miner, laser beam operator on riases and shafts) --GROUP 6 - Powderman ------------------- ------------------------------------------- WA100001 Modification 30 Federal Wage Determinations for Highway Construction f Page X31 LAB00231-006 06/01/2011 COUNTIES EAST OF THE 120TH MERIDIAN: ADAMS, ASOTIN, BENTON, CHELAN, COLUMBIA, DOUGLAS, FERRY, FRANKLIN, GARFIELD, GRANT, LINCOLN, OKANOGAN, PEND OREILLE, STEVENS, SPOKANE, WALLA WALLA, WHITMAN Rates Fringes Hod Carrier. • . • .$ 23.95 9.95 ---------------------------------------------------------------- LAB00335-001 06/01/2011 CLARK, COWLITZ, KLICKITAT, PACIFIC (SOUTH OF A STRAIGHT LINE MADE BY EXTENDING THE NORTH BOUNDARY LINE OF WAHKIAKUM COUNTY WEST TO THE PACIFIC OCEAN) , SKAMANIA AND WAHKIAKUM COUNTIES Rates Fringes Laborers: ZONE 1: GROUP 1. . . . . . . . . . . . . . . . . . . .$ 27.91 10.45 GROUP 2. .$ 28.51 10.45 GROUP 3. .$ 28.95 10.45 GROUP 4. . . . . . . . . . . . . . . . . . . .$ 29.33 10.45 GROUP 5. . . . . . . . . . . . . . . . . . . .$ 25.41 10.45 GROUP 6. .$ 22.99 10.45 GROUP 7. . . . . . . . . . . . . . . . . . . .$ 19.79 10.45 Zone Differential (Add to Zone 1 rates) : Zone 2 $ 0.65 Zone 3 - 1.15 Zone 4 - 1.70 Zone 5 - 2.75 BASE POINTS: GOLDENDALE, LONGVIEW, AND VANCOUVER ZONE 1: Projects within 30 miles of the respective city all. ZONE 2: More than 30 miles but less than 40 miles from the respective city hall. ZONE 3: More than 40 miles but less than 50 miles from the respective city hall. ZONE 4: More than 50 miles but less than 80 miles from the respective city hall. ZONE 5: More than 80 miles from the respective city hall. f f WA100001 Modification 30 Federal Wage Determinations for Highway Construction Page X32 LABORERS CLASSIFICATIONS GROUP 1: Asphalt Plant Laborers; Asphalt Spreaders; Batch , Weighman; Broomers; Brush Burners and Cutters; Car and Truck Loaders; Carpenter Tender; Change-House Man or Dry Shack Man; Choker Setter; Clean-up Laborers; Curing, Concrete; Demolition, Wrecking and Moving Laborers; Dumpers, road oiling crew; Dumpmen (for grading crew) ; Elevator Feeders; Median Rail Reference Post, Guide Post, Right of Way Marker; Fine Graders; Fire Watch; Form Strippers (not swinging stages) ; General Laborers; Hazardous Waste Worker; Leverman or Aggregate Spreader (Flaherty and similar types) ; Loading Spotters; Material Yard Man (including electrical) ; Pittsburgh Chipper Operator or Similar Types; Railroad Track Laborers; Ribbon Setters (including steel forms) ; Rip Rap Man (hand placed) ; Road Pump Tender; Sewer .Labor; Signalman; Skipman; Slopers; Spraymen; Stake Chaser; Stockpiler; Tie Back Shoring; Timber Faller and Bucker (hand labor) ; Toolroom Man (at job site) ; Tunnel Bullgang (above ground) ; Weight-Man- Crusher (aggregate when used) GROUP 2: Applicator (including pot power tender for same) , applying protective material by hand or nozzle on utility lines or storage tanks on project; Brush Cutters (power saw) ; Burners; Choker Splicer; Clary Power Spreader and similar types; Clean- up Nozzleman-Green Cutter (concrete, rock, etc. ) ; Concrete Power Buggyman; Concrete Laborer; Crusher Feeder; Demolition and Wrecking Charred Materials; Gunite Nozzleman Tender; Gunite or Sand Blasting Pot Tender; Handlers or Mixers of all Materials of an irritating nature (including cement and lime) ; Tool Operators (includes but not limited to: Dry Pack Machine; Jackhammer; Chipping Guns; Paving Breakers) ; Pipe Doping and Wrapping; Post Hole Digger, air, gas or electric; Vibrating Screed; Tampers; Sand Blasting (Wet) ; Stake-Setter; Tunnel-Muckers, Brakemen, Concrete Crew, Bullgang (underground) GROUP 3: Asbestos Removal; Bit Grinder; Drill Doctor; Drill Operators, air tracks, cat drills, wagon drills, rubber-mounted drills, and other similar types including at crusher plants; Gunite Nozzleman; High Scalers, Strippers and Drillers (covers work in swinging stages, chairs or belts, under extreme conditions unusual to normal drilling, blasting, barring-down, or sloping and stripping) ; Manhole Builder; Powdermen; Concrete Saw Operator; Pwdermen; Power Saw Operators (Bucking and Falling) ; Pumperete Nozzlemen; Sand Blasting (Dry) ; Sewer Timberman; Track Liners, Anchor Machines, Ballast Regulators, Multiple Tampers, Power Jacks, Tugger Operator; Tunnel-Chuck Tenders, Nippers and Timbermen; Vibrator; Water Blaster WA100001 Modification 30 Federal Wage Determinations for Highway Construction Page X33 GROUP 4: Asphalt Raker; Concrete Saw Operator (walls) ; Concrete Nozzelman; Grade Checker; Pipelayer; Laser Beam (pipelaying)-applicable when employee assigned to move, set up, align; Laser Beam; Tunnel Miners; Motorman-Dinky Locomotive-Tunnel; Powderman-Tunnel; Shield Operator-Tunnel GROUP 5: Traffic Flaggers GROUP 6: Fence Builders . GROUP 7: Landscaping or Planting Laborers ---------------------------------------------------------------- LAB00335-019 06/01/2008 Rates Fringes Hod Carrier. . . . . . . . . . . . . . . . . . . . . .$ 29.58 8.40 ---------------------------------------------------------------- PAIN0005-002 07/01/2010 STATEWIDE EXCEPT CLARK, COWLITZ, KLICKITAT, PACIFIC (SOUTH) , SKAMANIA, AND WAHKIAKUM COUNTIES Rates Fringes Painters: STRIPERS. . . . . . . . . . . . . . . . . . . .$ 27.74 11.66 PAIN0005-004 03/01/2009 CLALLAM, GRAYS HARBOR, ISLAND, JEFFERSON, KING, KITSAP, LEWIS, MASON, PIERCE, SAN JUAN, SKAGIT, SNOHOMISH, THURSTON AND WHATCOM COUNTIES Rates Fringes PAINTER. . . . . . . . . . . . . . . . . . . . . . . . . .$ 20.82 7.44 ---------------------------------------------------------7------ WA100001 Modification 30 Federal Wage Determinations for Highway Construction I Page X34 PAIN0005-006 07/01/2011 ADAMS, ASOTIN; BENTON AND FRANKLIN (EXCEPT HANFORD SITE) ; CHELAN, COLUMBIA, DOUGLAS, FERRY, GARFIELD, GRANT, KITTITAS, LINCOLN, OKANOGAN, PEND OREILLE, SPOKANE, STEVENS, WALLA WALLA, WHITMAN AND YAKIMA COUNTIES Rates Fringes Painters: Application of Cold Tar Products, Epoxies, Polyure thanes, Acids, Radiation Resistant Material, Water and Sandblasting. . . . . . . . . . . .$ 21.50 7.98 Over 30'/Swing Stage Work. .$ 22.20 7.98 Brush, Roller, Striping, Steam-cleaning and Spray. . . .$ 22.60 8.38 Lead Abatement, Asbestos Abatement. . . . . . . . . . . . . . . . . . .$ 21.50 7.98 *$.70 shall be paid over and above the basic wage rates listed for work on swing stages and high work of over 30 feet. ---------------------------------------------------------------- PAIN0055-002 07/01/2011 CLARK, COWLITZ, KLICKITAT, PACIFIC, SKAMANIA, AND WAHKIAKUM COUNTIES Rates Fringes Painters: Brush & Roller. . . . . . . . . . . . . .$ 19.85 7.99 High work - All work 60 ft. or higher. . . . . . . . . . . . . . .$ 22.90 7.99 Spray and Sandblasting. . . . . .$ 22.90 7.99 PAIN0055-007 07/01/2011 CLARK, COWLITZ, KLICKITAT, SKAMANIA and WAHKIAKUM COUNTIES , Rates Fringes Painters: HIGHWAY & PARKING LOT STRIPER. . . . . . . . . . . . . . . . . . . . .$ 33.19 9.05 ---------------------------------------------------------------- WA100001 Modification 30 Federal Wage Determinations for Highway Construction Page 1 '35 PLAS0072-004 06/01/2011 ADAMS, ASOTIN, BENTON, CHELAN, COLUMBIA, DOUGLAS, FERRY, FRANKLIN, GARFIELD, GRANT, KITTITAS, LINCOLN, OKANOGAN, PEND OREILLE, SPOKANE, STEVENS, WALLA WALLA, WHITMAN, AND YAKIMA COUNTIES Rates Fringes CEMENT MASON/CONCRETE FINISHER ZONE 1. . . . . . . . . . . . . . . . . . . . . .$ 25.01 11.32 Zone Differential (Add to Zone 1 rate) : Zone 2 - $2.00 BASE POINTS: Spokane, Pasco, Lewiston; Wenatchee Zone 1: 0 - 45 radius miles from the main post office Zone 2: Over 45 radius miles from the main post office ---------------------------------------------------------------- * PIAS0528-001 10/01/2011 CLALLAM, COWLITZ, GRAYS HARBOR, ISLAND, JEFFERSON, KING, KITSAP, LEWIS, MASON, PACIFIC, PIERCE, SAN JUAN, SKAGIT, SNOHOMISH, THURSTON, WAHKIAKUM AND WHATCOM COUNTIES Rates Fringes �. Cement Masons: CEMENT MASON. . . . . . . . . . . . . .$ 34.90 14.38 COMPOSITION, TROWEL MACHINE, GRINDER, POWER TOOLS, GUNNITE NOZZLE. . . . . . .$ 35.40 14.38 TROWLING MACHINE OPERATOR -ON-COMPOSITION---�. . . . . . . . . .$ 35.40 14.38 PLAS0555-002 06/01/20ir CLARK, KLICKITAT AND SKAMANIA COUNTIES ZONE 1: Rates Fringes Cement Masons: CEMENT MASONS DOING BOTH COMPOSITION/POWER MACHINERY AND SUSPENDED/HANGING SCAFFOLD. .$ 29.62 17.59 CEMENT MASONS ON SUSPENDED, SWINGING AND/OR HANGING SCAFFOLD. . . . . . . . . . . .$ 29.05 17.59 CEMENT MASONS. . . . . . . . . . . . . . .$ 28.48 17.59 COMPOSITION WORKERS AND POWER MACHINERY OPERATORS. . .$ 29.05 17.59 WA100001 Modification 30 Federal Wage Determinations for Highway Construction Page 36 Zone Differential (Add To Zone 1 Rates) : Zone 2 - $0.65 Zone 3 - 1.15 Zone 4 - 1.70 Zone 5 - 3.00 BASE POINTS: BEND, CORVALLIS, EUGENE, MEDFORD, PORTLAND, SALEM, THE DALLES, VANCOUVER ZONE 1: Projects within 30 miles of the respective city hall ZONE 2: More than 30 miles but less than 40 miles from the respective city hall. ZONE 3: More than 40 miles but less than 50 miles from the respective city hall. ZONE 4: More than 50 miles but less than 80 miles from the respective city hall. ZONE 5: More than 80 miles from the respective city hall ---------------------------------------------------------------- TEAM0037-002 06/01/2009 CLARK, COWLITZ, KLICKITAT, PACIFIC (South of a straight line made by extending the north boundary line of Wahkiakum County west to the Pacific Ocean) , SKAMANIA, AND WAHKIAKUM COUNTIES Rates Fringes Truck drivers: ZONE 1 GROUP 1. . . . . . . . . . . . . . . . . . . .$ 26.90 12.75 GROUP 2. . . . . . . . . . . . . . . . . . . .$ 27.02 12.75 GROUP 3. . . . . . . . . . . . . . . . . . . .$ 27.15 12.75 GROUP 4. . . . . . . . . . . . . . . . . . . .$ 27.41 12.75 GROUP 5. . . . . . . . . . . . . . . . . . . .$ 27.63 12.75 GROUP 6. . . . . . . . . . . . . . . . . . . .$ 27.79 12.75 GROUP 7. . . . . . . . . . . . . . . . . . . .$ 27.99 12.75 Zone Differential (Add to Zone 1 Rates) : Zone 2 - $0.65 Zone 3 - 1.15 Zone 4 - 1.70 Zone 5 - 2.75 BASE POINTS: ASTORIA, THE DALLES, LONGVIEW AND VANCOUVER ZONE 1: Projects within 30 miles of the respective city hall. ZONE 2: More than 30 miles but less than 40 miles from the respective city hall. ZONE 3: More than 40 miles but less than 50 miles from the , respective city hall. ZONE 4: More than 50 miles but less than 80 miles from the respective city hall. ZONE 5: More than 80 miles from the respective city hall. WA100001 Modification 30 Federal Wage Determinations for Highway Construction Page X37 TRUCK DRIVERS CLASSIFICATIONS GROUP 1: A Frame or Hydra lifrt truck w/load bearing surface; Articulated Dump Truck; Battery Rebuilders; Bus or Manhaul Driver; Concrete Buggies (power operated) ; Concrete 1 Pump Truck; Dump Trucks, side, end and bottom dumps, including Semi Trucks and Trains or combinations there of: up to and including 10 cu. yds. ; Lift Jitneys, Fork Lifts (all sizes in loading, unloading and transporting material on job site) ; Loader and/or Leverman on Concrete Dry Batch Plant (manually operated) ; Pilot Car; Pickup Truck; Solo Flat Bed and misc. Body Trucks, 0-10 tons; Truck Tender; Truck Mechanic Tender; Water Wagons (rated capacity) up to 3, 000 gallons; Transit Mix and Wet or Dry Mix - 5 cu. yds. and under; Lubrication Man, Fuel Truck Driver, Tireman, Wash Rack, Steam Cleaner or combinations; Team Driver; ISlurry Truck Driver or Leverman; Tireman GROUP 2: Boom Truck/Hydra-lift or Retracting Crane; Challenger; Dumpsters or similar equipment all sizes; Dump Trucks/Articulated Dumps 6 cu to 10 cu. ; Flaherty Spreader Driver or Leverman; Lowbed Equipment, Flat Bed Semi-trailer or doubles transporting equipment or wet or dry materials; Lumber Carrier, Driver-Straddle Carrier (used in loading, unloading and transporting of materials on job site) ; Oil Distributor Driver or Leverman; Transit mix and wet or dry mix trcuks: over 5 cu. yds. and including 7 cu. yds. ; Vacuum Trucks; Water truck/Wagons (rated capacity) over 3,000 to 5,000 gallons GROUP 3: Ammonia Nitrate Distributor Driver; Dump trucks, side, end and bottom dumps, including Semi Trucks and Trains or combinations thereof: over 10 cu. yds. and including 30 cu. yds. includes Articulated Dump Trucks; Self-Propelled Street Sweeper; Transit mix and wet or dry mix truck: over 7 cu yds. and including 11 cu yds. ; Truck Mechanic-Welder-Body Repairman; Utility and Clean-up-Truck; Water Wagons (rated capacity) over 5,000 to 10, 000 gallons ' GROUP 4: Asphalt Burner; Dump Trucks, side, end and bottom cumps, including Semi-Trucks and Trains or combinations thereof: over 30 cu. yds. and including 50 cu. yds. includes Articulated Dump Trucks; Fire Guard; Transit Mix and Wet or Dry Mix Trucks, over 11 cu. yds. and including 15 cu. yds.; Water Wagon (rated capacity) over 10,000 gallons to 15,000 gallons GROUP 5: Composite Crewman; Dump Trucks, side, end and bottom dumps, including Semi Trucks and Trains or combinations thereof: over 50 cu. yds. and including 60 cu. yds. includes Articulated Dump Trucks GROUP 6: Bulk Cement Spreader w/o Auger; Dry Pre-Batch concrete Mix Trucks; Dump trucks, side, end and bottom dumps, including Semi Trucks and Trains of combinations thereof: over 60 cu. yds. and including 80 cu. yds., and includes Articulated Dump Trucks; Skid Truck WA100001 Modification 30 Federal Wage Determinations for Highway Construction . 1 Page X38 GROUP 7: Dump Trucks, side, end and bottom dumps, including Semi Trucks and Trains or combinations thereof: over 80 cu. yds. and including 100 cu. yds., includes Articulated Dump Trucks; Industrial Lift Truck (mechanical tailgate) ---------------------------------------------------------------- TEAM0174-001 06/0142009 ' CLALLAM, GRAYS HARBOR, ISLAND, JEFFERSON, KING, KITSAP, LEWIS, MASON, PACIFIC (North of a straight line made by extending the north boundary line of Wahkiakum County west to the Pacific Ocean) , PIERCE, SAN JUAN, SKAGIT, SNOHOMISH, THURSTON AND WHATCOM COUNTIES Rates Fringes Truck drivers: ZONE A: GROUP 1: . . . . . . . . . . . . . . . . . . .$ 31.87 14.60 GROUP 2: . . . . . . . . . . . . . . . . . . .$ 31.03 14.60 , GROUP 3: . . . . . . . . . . . . . . . . . . .$ 28.22 14.60 GROUP 4: . . . . . . . . . . . . . . . . . . .$ 23.25 14.60 GROUP 5: . . . . . . . . . . . . . . . . . . .$ 31.42 14.60 ZONE B (25-45 miles from center of listed cities*) : Add $.70 per hour to Zone A rates. ZONE C (over 45 miles from centr of listed cities*) : Add $1.00 per hour to Zone A rates. *Zone pay will be calculated from the city center of the following listed cities: BELLINGHAM CENTRALIA RAYMOND OLYMPIA EVERETT SHELTON ANACORTES BELLEVUE SEATTLE PORT ANGELES MT. VERNON KENT TACOMA PORT TOWNSEND ABERDEEN BREMERTON TRUCK DRIVERS CLASSIFICATIONS GROUP 1 - "A-frame or Hydralift" trucks and Boom trucks or , similar equipment when "A" frame or "Hydralift" and Boom truck or similar equipment is used; Buggymobile; Bulk Cement Tanker; Dumpsters and similar equipment, Tournorockers, Tournowagon, Tournotrailer, Cat DW series, Terra Cobra, Le Tourneau, Westinghouse, Athye Wagon, Euclid Two and Four-Wheeled power tractor with trailer and similar top-loaded equipment transporting material: Dump Trucks, side, end and bottom dump, including semi-trucks and trains or combinations thereof with 16 yards to 30 yards capacity: Over 30 yards $.15 per hour additional for each 10 yard , increment; Explosive Truck (field mix) and similar equipment; Hyster Operators (handling bulk loose aggregates) ; Lowbed and Heavy Duty Trailer; Road Oil Distributor Driver; Spreader, Flaherty Transit mix used exclusively in heavy construction; Water Wagon and Tank Truck-3,000 gallons and over capacity WA100001 Modification 30 Federal Wage Determinations for Highway Construction ' Page X39 GROUP 2 - Bulllifts, or similar equipment used in loading or 1 unloading trucks, transporting materials on job site; Dumpsters, and similar equipment, Tournorockers, Tournowagon, Turnotrailer, Cat. D.W. Series, Terra Cobra, Le Tourneau, Westinghouse, Athye wagon, Euclid two and four-wheeled power tractor with trailer and similar top-loaded equipment transporting material: Dump trucks, side, end and bottom dump, including semi-trucks and trains or combinations thereof with less than 16 yards capacity; Flatbed (Dual Rear Axle) ; Grease Truck, Fuel Truck, Greaser, Battery Service Man and/or Tire Service Man; Leverman and loader at bunkers and batch plants; Oil tank transport; Scissor truck; Slurry Truck; Sno-Go and similar equipment; Swampers; Straddler Carrier (Ross, Hyster) and similar equipment; Team Driver; Tractor (small, rubber-tired) (when used within Teamster jurisdiction) ; 1 Vacuum truck; Water Wagon and Tank trucks-less than 3,000 gallons capacity; Winch Truck; Wrecker, Tow truck and similar equipment GROUP 3 - Flatbed (single rear axle) ; Pickup Sweeper; Pickup Truck. (Adjust Group 3 upward by $2.00 per hour for onsite work only) GROUP 4 - Escort or Pilot Car GROUP 5 - Mechanic HAZMAT PROJECTS Anyone working on a HAZMAT job, where HAZMAT certification is required, shall be compensated as a premium, in addition to the classification working in as follows: LEVEL C: +$.25 per hour - This level uses an air purifying respirator or additional protective clothing. LEVEL B: +$.50 per hour - Uses same respirator protection as Level A. Supplied air line is provided in conjunction with a chemical "splash suit." LEVEL A: +$.75 per hour - This level utilizes a fully- encapsulated suit with a self-contained breathing apparatus or a supplied air line. ---------------------------------------------------------------- WA100001 Modification 30 Federal Wage Determinations for Highway Construction Page 140 ' TEAM0760-002 06/01/2009 ADAMS, ASOTIN, BENTON, CHELAN, COLUMBIA, DOUGLAS, FERRY, t FRANKLIN, GARFIELD, GRANT KITTITAS, LINCOLN, OKANOGAN, PEND OREILLE, SPOKANE, STEVENS, WALLA WALLA, WHITMAN AND YAKIMA COUNTIES Rates Fringes Truck drivers: (ANYONE WORKING ON HAZMAT JOBS SEE FOOTNOTE A BELOW) , ZONE 1: GROUP 1. . . . . . . . . . . . . . . . . . . .$ 20.02 10.86 GROUP 2. . . . . . . . . . . . . . . . . . . .$ 22.29 10.86 GROUP 3. . . . . . . . . . . . . . . . . . . .$ 22.79 10.86 ' GROUP 4. . . . . . . . . . . . . . . . . . . .$ 23.12 10.86 GROUP 5. . . . . . . . . . . . . . . . . . . .$ 23.23 10.86 GROUP 6. . . . . . . . . . . . . . . . . . . .$ 23.40 10.86 GROUP 7. . . . . . . . . . . . . . . . . . . .$ 23.93 10.86 GROUP 8. . . . . . . . . . . . . . . . . . . .$ 24.26 10.86 Zone Differential (Add to Zone 1 rate: Zone 2 - $2.00) BASE POINTS: Spokane, Moses Lake, Pasco, Lewiston Zone 1: 0-45 radius miles from the main post office. Zone 2: Outside 45 radius miles from the main post office TRUCK DRIVERS CLASSIFICATIONS , GROUP 1: Escort Driver or Pilot Car; Employee Haul; Power Boat Hauling Employees or Material GROUP 2: Fish Truck; .Flat Bed Truck; Fork Lift (3000 lbs. and unde°�) ; Leverperson (loading trucks at bunkers) ; Trailer Mounted Hydro Seeder and Mulcher; Seeder & Mulcher; Stationary Fuel Operator; Tractor (small, rubber-tired, ; pulling trailer or similar equipment) GROUP 3: Auto Crane (2000 lbs. capacity) ; Buggy Mobile & Similar; Bulk Cement Tanks & Spreader; Dumptor (6 yds. & under) ; Flat Bed Truck with Hydraullic System; Fork Lift (3001-16,000 lbs. ) ; Fuel Truck Driver, Steamcleaner & Washer; Power Operated Sweeper; Rubber-tired Tunnel Jumbo; Scissors Truck; Slurry Truck Driver; Straddle Carrier (Ross, Hyster, & similar) ; Tireperson; Transit Mixers & Truck Hauling Concrete (3 yd. to & including 6 yds. ) ; Trucks, side, end, bottom & articulated end dump (3 yards , to and including 6 yds. ) ; Warehouseperson (to include shipping & receiving) ; Wrecker & Tow Truck GROUP 4: A-Frame; Burner, Cutter, & Welder; Service Greaser; Trucks, side, end, bottom & articulated end dump (over 6 yards to and including 12 yds. ) ; Truck Mounted Hydro Seeder; Warehouseperson; Water Tank truck (0-8,000 gallons) , WA100001 Modification 30 Federal Wage Determinations for Highway Construction Page X41 GROUP 5: Dumptor (over 6 yds. ) ; Lowboy 150 tons & under) ; Self- loading Roll Off; Semi-Truck & Trailer; Tractor with Steer Trailer; Transit Mixers and Trucks Hauling Concrete (over 6 yds. to and including 10 yds. ) ; Trucks, side, end, bottom and end dump (over 12 yds. to & including 20 yds. ) ; Truck-Mounted Crane (with load bearing surface either mounted or pulled, up to 14 ton) ; Vacuum Truck (super sucker, guzzler, etc. ) GROUP 6: Flaherty Spreader Box Driver; Flowboys; Fork Lift (over 16,000 lbs. ) ; Dumps (Semi-end) ; Mechanic (Field) ; Semi- end Dumps; Transfer Truck & Trailer; Transit Mixers & Trucks Hauling Concrete (over 10 yds. to & including 20 yds. ) ; Trucks, side, end, bottom and articulated end dump (over 20 yds. to & including 40 yds. ) ; Truck and Pup; Tournarocker, DWs & similar with 2 or more 4 wheel-power tractor with trailer, gallonage or yardage scale, whichever is greater Water Tank Truck (8,001- 14, 000 gallons) ; Lowboy(over 50 tons) GROUP 7: Oil Distributor Driver; Stringer Truck (cable oeprated trailer) ; Transit Mixers & Trucks Hauling Concrete (over 20 yds. ) ; Truck, side, end, bottom end dump (over 40 yds. to & including 100 yds. ) ; Truck Mounted Crane (with load bearing surface either mounted or pulled (16 through 25 tons) ; GROUP 8: Prime Movers and Stinger Truck; Trucks, side, end, bottom and articulated end dump (over 100 yds.) ; Helicopter Pilot Hauling Employees or Materials 1 WA100001 Modification 30 Federal Wage Determinations for Highway Construction Page 142 Footnote A - Anyone working on a HAZMAT job, where HAZMAT certification is required, shall be compensated as a premium, in additon to the classification working in as follows: LEVEL C-D: - $.50 PER HOUR (This is the lowest level of protection. This level may use an air purifying respirator or additional protective clothing. LEVEL A-B: - $1.00 PER HOUR (Uses supplied air is conjunction with a chemical spash suit or fully encapsulated suit with a self-contained breathing apparatus. Employees shall be paid Hazmat pay in increments of four(4) and eight (8) hours. NOTE: Trucks Pulling Equipment Trailers: shall receive $.15/hour over applicable truck rate ---------------------------------------------------------------- WELDERS - Receive rate prescribed for craft performing operation to which welding is incidental. Unlisted classifications needed for work not included within the scope of the classifications listed may be added after award only as provided in the labor standards contract clauses (29CFR 5.5 (a) (1) (ii) ) . ---------------------------------------------------------------- In the listing above, the "SU" designation means that rates listed under the identifier do not reflect collectively bargained wage and fringe benefit rates. Other designations indicate unions whose rates have been determined to be prevailing. ----------------------------------------- WAGE DETERMINATION APPEALS PROCESS 1. ) Has there been an initial decision in the matter? This can be: • an existing published wage determination • a survey underlying a wage determination • a Wage and Hour Division letter setting forth a position on a wage determination matter • a conformance (additional classification and rate) ruling On survey related matters, initial contact, including requests for summaries of surveys, should be with the Wage and Hour Regional Office for the area in which the survey was conducted because those Regional Offices have responsibility for the Davis-Bacon survey program. If the response from this initial contact is not satisfactory, then the process described in 2. ) and 3. ) should be followed. WA100001 Modification 30 Federal Wage Determinations for Highway Construction Page X43 With regard to any other matter not yet ripe for the formal process described here, initial contact should be with the Branch of Construction Wage Determinations. Write to: Branch of Construction Wage Determinations Wage and Hour Division U.S. Department of Labor 200 Constitution Avenue, N.W. Washington, DC 20210 2. ) If the answer to the question in 1. ) is yes, then an ' interested party (those affected by the action) can request review and reconsideration from the Wage and Hour Administrator (See 29 CFR Part 1.8 and 29 CFR Part 7) . Write to: Wage and Hour Administrator U.S. Department of Labor 200 Constitution Avenue, N.W. Washington, DC 20210 The request should be accompanied by a full statement of the interested party's position and by any information (wage payment data, project description, area practice material, etc. ) that the requestor considers relevant to the issue. 3. ) If the decision of the Administrator is not favorable, an interested party may appeal directly to the Administrative Review Board (formerly the Wage Appeals Board) . Write to: Administrative Review Board U.S. Department of Labor 200 Constitution Avenue, N.W. 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REPLACE TO MATCH EXISTING ADJACENT MATERIAL COMPACTED SELECT FILL MATERIAL MOUNTING ON WOOD POST SIGN MOUNTING ON SINGLE WOOD OR METAL POST ADOPTED CPI7 OF RENTON ✓�- STANDARD PLANS LST DATE:April 2004 DATE REVISION I BY APPR'D DWG. NAME: GRO1 SP PAGE: G010 v� t r r � o z cn W Q lw ao�zd l �4tl1 25ZO Z W W V) U? Q' CZ7 iu! • (SN9IS OMl) ' 13 'NII -,0 a� ca uz cn z z NOIS 3N0 '2113 'NIA .0 ,L "n-" ow b 'Q Gi mme ui 0 z ° O V5 Z O■Na ? o x CV U 4 a' ° F i-IVHdSd J0 3003 80 0 CO 82if10 30 30VJ �- Z Z CO C� w Q CD MEN WE � ui IX m It tL CD 0 (SNJIS OMi) '2110 'NIIM a0-,9 L1- NJIS 3N0 '2110 WIN „O-,L a Z I � a 0 J a W Q C FUSE KITS QUICK DISCONNECT--------- TO LUMINAIRE 10 AWIP IN LINE FUSE KITS S.E.C. OR TYPICAL DESIGN 'B' I JUNCTION BOX' 14" GROUND LUG DR/AIN MINI HOLME iM T' SPLICE KITS CLEAR EPDXY 'T SPLICE KITS ON ALL THRU 2" MIN. GROUT TO CONCRETE i ' E i P OF COI, RETE WRE RUNS UNDER POLE BASE FOUNDATION , BE LEVEL WITH TOP OF SIDEWALK CONCRETE PAD OR CURB. 5' #8 BARE GROUND WIRE GROUND CLAMP 4 VC 1 #8 GROUND WIRE ONDUIT �YSTEIVI 2 LIGHTING WIRES TO CONTACTOR CONCRETE ---Z� (SIZED AS REO'D.) FOUNDATION 5/8"x8' COPPER CLAD GROUND ROD 3' SO. OR DIA. TYPICAL LIGHTING UNDERGROUND SYSTEM ADOPTED CITY OF RENTON STANDARD PLANS LST DATE:04/04 106/25/03!ADDED #8 GROUND WIRE #,A D i ii DWG. NAME: J007 SP PAGE:j007 ATE REVISION BY APPAD, I ,O O i STREET LIGHT POLE \ JUNCTION BOX PLAN VIEW 4" DEEP I i I SIDE VIE W LIGHTING STANDARD & JUNCTION BOX � I PLAN VIEW INDIVIDUAL JUNCTION BOX l� NOTE: CLASS `B' CONCRETE 10 BE CONCRETE PAD DETAILS USED IN CONSTRUCTION OF PAD F z p ADOPTED i �- CITY OF RENTON I ✓:� STANDARD PLANS LST DATE:04/04 I I! DATE REVISION BY APPR'D DWG. NAME: J008 SP PAGE:J008 INSTALL DECAL NUMBERS VERTICALLY. CALLY. .11 INSTALL IN DRY WEATHER, 50° 7 OR ABOVE. NUMBERING --EXAMPLES p 2 5 4 4 E7 Lil C LETTER LETTER PREFIXED SUFFIXED PUGET POWER CITY OWNED OWNED C:IRB MOUNTING HEIGHT 15 FEET 45 TRAFFIC FLOW P. '..AN VIEW 2" 2„ TO 7/8" D=CAL: REFLECTORIZED GOTHIC GOLD OR WHITE LEGEND ON BLACK BACKGROUND STREET LIGHT STANDARD DECAL NUMBERING SYSTEM ADOPTED CITY OF RENTON STANDARD PLANS LST DATE:04/04 I DATE REVISION BY Lpp�RD DWG. NAME: J009 SP ?AGE:J009 u• 1m10 vac v 3w prom E LEMM MEFER CELL ! MAIN r TEN M 1..- s o(6 ® ©1 L©J 3 u ® n = s• 'l 8. 21' 16- ao �� Y(TYP) UL LISTED PER STANDARD #508 SIRTABLE FOR USE AS SERVICE ENTU M M EQUPMW MEETS EUSERC/PSE SPEC. COMPONENT SCHEDULE OMETERBASE: 100 AMP, 4 JAW, AW /114TB, SAFETY SOCKET TYPE, 5TH JAW AT 9:00 POSITION (CONTRACTOR TO VERIFY WTH SERVING UTILITY) 0 PANELBOARD: 120/240 VAC, 100 AMP, 1 PHASE, 3 WIRE, COPPER BUS WESTINGHOUSE BAB BOLT-ON BREAKERS- 1-100/2 MAIN 2-20/2 ILLUMINATION BRANCH 1-50/1 SIGNAL BRANCH 1-15/1 CONTROL CKT BRANCH 1-20/1 GROUND FAULT RECEPTACLE BRANCH OCONTACTOR: LIGHTING RATED, 30 AMP, 4 POLE, 120 VAC COIL, SQ D #891ODPA34VO2U1. 4o TERMINAL BLOCK TO REMOTE PHOTO ELECTRIC CELL OPHOTO-CELL BYPASS SWITCH, SPST, 15 AMP, 277 VAC. © GROUND FAULT RECEPTACLE, 120 VAC, DUPLEX, 20A ` CABINET. NEMA 3R, PADMOUNT, #12 GA PREGALVANIZED STEEL CONSTRUCTION, 2 SCREENED AND GASKETED VENTS , DOORS: HEAVY DUTY CONCEALED HINGES (LIFT-OFF TYPE) STAINLESS STEEL VAULT HANDLES, PADLOCKABLE METER DOOR BEST CX LOCK ON DISTRIBUTION DOOR SERVICE CABINET FOR STREET CONTROL ADOPTED POISHED WIRE GLASS WINDOW IN METER DOOR & TRAFFIC SIGNAL CLOSED CELL NEOPRENE GASKET, CARD HOLDER FINISH: POLYESTER POWDER COAT, ALUMINUM OUTSIDE, WHITE INSIDE v~ 0 anT OF RIMON ♦ a STANDARD 1n.Arts T EST DATE:04/04 06/25/03 li REVHiW LABEL JA I CN DATE REVISION By pR DWG. NAME: JR-11 a SP PAGE:J010 STREET LIGHTING 'CONTACTOR CABINET WIRING SCHEMATIC TYRE III SERVICE 120/240 VOLT 1 B !� B 100 A MAIN BREAKER (MIN 2 POLE 240 iOLT' B 03 ' 0 0 A 2 0 B m < BRANCH BREAKERS E 120/24" VOLT :EST L11 ;6 POLE SW:TCH F& F!E A TERMINAL B BLOCK iB B i B B A UTILITY �A PLUG (GtI) T1 A A A STREET LIGHTING OB CONTACTORS B 8 B D CIRCUIT WIRES 70 LIGHTING RUNS OA -10 GROUND PHOTO-CELL MOUNTED ON ROD NEAREST LL MINAIRE WIRING COLOR ...CODE A. WHITE JACKET (NEUTRAL) B. BLACK JACKET ('LINE) C. GREEN JACKET (GROUND) D. RED JACKET (LOAD) E. GREEN OR BARE WIRE (GROUND) STREET LIGHTING CONTACTOR CABINET SCHEMATIC ADOPTED CITY OF RENTON STANDARD PLANS LST DATE:04/04 B tP PAGE:UIO I I DATE I REVISION YPWD,, DWG. NAME: J01' SP i i i-DIAMETER = 7/8" 4_7/8" i I LOAD LINE FJSE� 1/4" i 1/8" ( 777 CUTTING RINGS FUSE KIT I EPDXY SILL - INLINE SPLICE I 1 EPDXY FILL E WYE SPLICE SPLICE KIT FUSE KIT & SPLICE KIT DETAILS ADOPTED �- CITY OF RENTON 4 STANDARD PLANS U 1ST DATE:04/04 DATE REVISION BY �PPR'J DWG. NAME: JO'3 SP PAGE:JO'; 3 I UN"TION BOX TYPICAL LIGHT BASE A-NQ -,.) CONCRETE PAD - 7'—0 VARIABLE MIN. 6" i cl 1 —6" 4 FRONT V'EW SIDE VIEW -iYP.'\'-'AL JUNCTION BOX '9' CONCRETE PAD 7 4" L-1 E FRONT VIEW SIDE VIEW TYDl('-'AL JUNC110N BOX 'C' CONCRETE PAD 4'-0" — 3'-0" ► 4" FRONT VIEW SIDE VIEW TYPICAL CONCRETE PAD DETAILS ADOPTED C= OF RENTON STANDARD PLANS LST DATE:04/04 I DATE I REVISION I BY 16PPR'Di DWG. NAME: J015 SP PAGE:J015 A C ( LEGEND DETAIL I I -gz 1"Nom 1"Nom L SIGNALS M ;:;::.:;T y. LIGHTING (Mark LT �I„Nom TS-LT E I TELEMETRY _ - - ter-- - - TRAFFIC SIGNAL SYSTEM LEGEND Form Letters with 1/8” Weld Bead. Grind off Diamond Pattern before forming letters. PLAN VIEW L T�°Nom. H NOm 1" 1"No ILLUMINATION SYSTEM LEGEND -- p Lid m TYPE 'I' BOX K TYPE 'II' BOX I 2, x3/16, 1"Long PLAN SYMBOLS HOOK DETAIL (2 Hooks per Lid) ELEVATION VIEW Z_ X � g X 00 X JUNCTION BOX DIMENSION TABLE Q Q Y BOX TYPE —BELL ENDS—/ - a ITEM TYPE 1 N C O N D U I T ALTERNATE A ALTERNATE B TYPE 2 x � A Box Outside length 22" 22" 33" 3}' B Box Outside Width 17" 17" 22 1/2" 6" GRAVEL PAD C Box Inside Length 18" 19" 28" COMPACTED D Box Inside Width 13" 14" 17" E Lid Length 18" 18" 26 1/2" F Lid Width 13" 13" 17" TYPICAL JUNCTION BOX INSTALLATION DETAILS G Box Depth 12" 12" 12" H Lid & Frame Depth 5/16" 5/16" 5/16" J�L Wall Thickness Min.) 1 1/2" 1 1/2" 1 1/2" K Wire Reinforcement W-3 W-2.5 W-2.5 L Legend See Detail See Detail See Detail NOTES: ITEM MATERIALS 1. All dimensions are minimum. Exact configurations vary among different manufacturers. Box 6000 PSI concrete See Notes * Frame Diamond Plate Steel - A786 2. The noted lid thickeners overall minimums.. The Diamond Pattern for Type 1 or Type 2 * Lid Support 1 8"Min. Thick Steel C,L or T.- A36 boxes shall be 28% minimum of overall thickness. * Lid Diamond Plate Steel - A786 3. Lid support members shall be welded to the frame. Anchors Steel Wire or Tee Plate Reinforcement ASTM A-82 Steel 4. 4000PSI concrete is allowed if box reinforcement consists of 6 X 6 W3 X W3 welded '*'GALVANIZED STEEL wire fabric welded to the frame. 5. When noted in the contract. Type 2 and Type 3 Boxes shall be provided with 12" deep extension boxes. 6. When noted in the contract. Type 2 Boxes shall be provided with a 10' X 27 1/2" 10 gage divider plate complete with fasteners. JUNCTION BOX DETAILS 7. Non-concrete Boxes may be submitted for approval. Evaluation will include an H-20 Load Test. S 1 o ADOPTED CITY OF RENTON STANDARD PLANS LST DATE:04/04 DATE REVISION BY PPR'D DWG. NAME: J016 SP PAGE:J016 - I .O+ Y C N a) 0+-3 1 O °- o 0 0 y L G� 88NI W Z g N d c py c o w �4 4 m°� ZZ d 0�0: h- V 0 C p v °'� �.. o� Z .m� ui LL Q Q W �. .�L p B,`o 4�ob `^�_F m dOZ O d a o o ? n a N 7yOtr 0.o��s D d + 1.-4 OC�e O a O a� ~ O c d = W LL N t 3 3 d -r` .1 r, ONO 0 C, W fC � N E J m T 10 m a 14 .. }6 Ca 01 m L Q L L' m� ►" t 7 Cr N U C 0- ociL+ v �o d o tom. d O p L L •T _ > - i Loco v 0.0 0 N v � } v p 6 2 — N M d OL OL c U L - C L it V N a ," 01 O. C _ p 'v a X N } O L y L o 0 X w p Z M p O v c l L J N O W O W V a Z a+ .,I L L E r} U 7 CL in c c Ls:. �C �t O° C 0 0 0 0 L 0 d T c O O m 0 7 O U t Q O U - 01 O M O O °N O t p L L p T c 0 C d Q t N /A t 0,1ot a Z v O C N a 771, L a u 3 as o � o o �• „0I o o t „9 U4.P!M 4.au!Qao ,.9 .. .o z ;w c > � aQ r� �aaN! 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N W J<<J J> >1-O O 6 W O J J O O coo R-loll, W {- Q x 4 6 0 G6t� a ml t[7 d U o LLL 0__ ui N ylftlll N!A N W U 4 Q 4 Q H a � W W O tJi a _ ,e- p-• • p' o z c v a a CRI W it �' ° • � ° . -R� .� O . of J O � — CL 13 rap e j Z v LL 3 0- _\° \° . Vi S s uj X a O t N Z r s U ¢ o = s a O - W H W V !7 IL \ N 2 N E a 7 3/4" � I t!` i 11 � - 5" I i t PEDESTRIAN SIGN DETAIL ADOPTED CITY OF RENTON STANDARD PLANS LST DATE:04/04 ( DATE REVISION jA�pR'D DWG. NAME: J024 SP PAGE:X024 i i i 3 � 33 t y E l -op VIE W E i E SIDE VIEW I i PEDESTRIAN PUSH BUTTON AND SIGN MOUNTING DETAILS >> ADOPTED CITY OF RENTON STANDARD PLANS LST DATE:04/04 i DATE E REVISION ?BY APPR'D:. DWG. NAME: J025 SP PAGE:J025 6' 27' 18, T—li 7/16' 10' 7 19 5/8' 47 5/8' 40 3/4' 45 5/8' ca 11/41 18 1 112 1 4 4 147 [4 ' 2 7/16' PLAN VIEW 4- 3/4' x 16' ANCHOR BOLTS F1 --------------, 6 112' RIGID CONDUIT DRAIN SIDE ELF- VA TION P-1 CONTROLLER BASE AND CONDUIT DETAIL ADOPTED CITY OF RENTON STANDARD PLANS LST DATE:04/04 DATE REVISION BY PPR'D. DWG. NAME: J028 SD PAGE:J028 I I I [� F'L KNOCK OUT WEEP HOLE BEFORE INSTALLING MAST ARM BOTTOM VIEW EMERGENCY PRE-EMT10N DETECTOR ADOPTED CITY OF RENTON STANDARD PLANS LST DATE:04/04 DATE REVISION BY DWG. NAME: J032 SP PAGE: 10'32 I J.B. < J.B. TRAFF:C FLLOW V) N <L_L_ 0 LL_ TRAFFIC J.B. FLOW C. U) THREE LAYER VINYL ELEC. TAPE & PROTECTIVE COATING (SCOTCHKOTE Ref: ITE TRAFFIC DETECTOR 1/2" FIELD MANUAL, 1985 LEAD—IN CABLE 2/C SHLD. _7 LOOP WIRES METAL TAPE OR SHIELD COMPRESSION AND SOLDER CONNECTION TWO LAYERS OF SPLICING COMPOUND TAPE & ONE LAYER OF FRICTION TAPE INDUCTION LOOP WIRING AND LOOP SPLICING DETAILS ADOPTED CITY OF RENTON STANDARD PLANS LST DATE:04/04 I DATE I REVISION DWG. NAME: J038 SP PAGE:J038 f I { JAR. 1' i VAR. 3/8„ 3/8,> LOOP WIRES 1 1/2" + X 2 112 CRAFCO TYPE RUBBERIZED ASPHALT LOOP SEALANT ! A- A g- 6 i X = 1/2" OF DEPTH FOR EACH TWISTED PAIR NOTE: TWIST EACH PAIR 2 TURNS PER FOOT FROM PULL BOX TO END OF LOOP. THREE TURNS OF WIRE IN EACH LOOP, AS SHOWN ON DETECTOR SCHEDULE, OR AS DIRECTED BY THE ENGINEER. INSTALLATION AND TESTING -0 CONFORM WITH STANDARD SPECIFICATION. INDUCTION LOOP DETAIL ADOPTED CITY OF RENTON STANDARD PLANS lST DATE:04/04 r DATE REV'SION BY APR D! DVJG. NAME: J039 Si--' PAGE:J039 � 1 3 Y m PIPE ALLOWANCES '. MAXIMUM 1 PIPE MATERIAL INSIDE FRAME AND VANED GRATE DIAMETER REINFORCED OR 12 PLAIN CONCRETE ALL METAL PIPE 15" CPSSP* E (STD.SPEC.9-0520) 12" s SOLID WALL PVC 6 (STD.SPEC.9-05.12(1)) 15° PROFILE WALL PVC 6.OR 12" t (STD.SPEC.9-05.12(2))€ 15° CORRUGATED POLYETHYLENE € STORM SEWER PIPE ONE#3 BAR HOOP FOR 6"HEIGHT TWO#3 BAR HOOPS FOR t2"HEIGHT RECTANGULAR ADJUSTMENT SECTION 6l 15� 0*� NOTES 1. As acceptable alternatives to the rebar shown in the PRECAST BASE `a SECTION,fibers(placed according to the Standard Specifications),or wire mesh having a minimum area of 0.12 square inches per foot shall be used with the minimum required rebar shown in the ALTERNATIVE PRECAST BASE SECTION. Wire mesh shall not be placed in the #3 BAR EACH CORNER knockouts.t i 2. The knockout diameter shall not be greater than 20". Knockouts shall g! have a wall thickness of 2"minimum to 2.5"maximum. Provide a 1.5" minimum gap between the knockout wall and the outside of the pipe. After the a is installed,fill the a with joint mortar in accordance #3 BAR EACH SIDE with Standard Specification 9-04.3.p 3. The maximum depth from the finished grade to the lowest pipe invert shall be 5'. #3 BAR EACH WAY �' 4. The frame and grate must be installed with the flange down. PRECAST BASE SECTION 5. The Precast Base Section may have a rounded floor,and the wells may x be sloped at a rate of 1:24 or steeper. 6. The opening shall be measured at the top of the precast base section. 7. All pickup holes shall be grouted full after the bases has been placed. 'i 8. All grade rings and castings shall be set in mortar in accordance with Standard Specification 9-04.3. #3 BAR EACH CORNER 18"MIN. t' #3 BAR HOOP �. SEE NOTE 1 ALTERNATIVE PRECAST BASE SECTION , ti`tY�O PUBLIC WORKS CATCH BASIN TYPE 9 PLAN - 200.00 DEPARTMENT �'F � MARCH 2008 1 PIPE ALLOWANCES Y MAXIMUM PIPE MATERIAL I INSIDE m DIAMETER REINFORCED OR € j I PLAIN CONCRETE € 18" ! 0 FRAME AND VANED GRATE ALL METAL PIPE 21" CPSSP* 18" (STD.SPEC.9-0520) SOLID WALL PVC 21" I ZA 2p. (STD.SPEC.9-05.12(1)) PROFILE WALL PVC i (STD.SPEC.9 05.12(2)) 2f° i *CORRUGATED POLYETHYLENE STORM SEWER PIPE s" OR 12" NOTES I 1. As acceptable alternatives to the rebar shown in the PRECAST BASE SECTION,fibers(placed according to the Standard Specifications),or ONE#3 BAR HOOP FOR e"HEIGHT Wire mesh having a minimum area of 0.12 square inches per foot shall TWO#3 BAR HOOPS FOR 1r HEIGHT be used with the minimum required Mbar shown in the ALTERNATIVE PRECAST BASE SECTION. Wire mesh shall not be placed in the RECTANGULAR ADJUSTMENT SECTION knockouts. 2. The knockout diameter shall not be greater than 26". Knockouts shall have a wall thickness of 2"minimum to 2.5"maximum. Provide a 1.5" minimum gap between the knockout wall and the outside of the pipe. n9 3B' After the pipe is installed,fill the gap with joint mortar in accordance ZA �' with Standard Specification 9-04.3. $ a• 3. The maximum depth from the finished grade to the lowest pipe invert shall be 5'. 4. The frame and grate must be installed with the flange down. s° 5. The Precast Base Section may have a rounded floor,and the walls may be sloped at a rate of 1:24 or steeper. TWO#9 BAR 6. The opening shall be measured at the top of the precast base section. HOOPS REDUCING SECTION 7. All pickup holes shall be grouted full after the basin has been placed. 8. All grade rings and castings shall be set in mortar in accordance with t�R Standard Specification 9-04.3. a #3 BAR HOOP #3 BAR EACH CORNER ,S.Z SE 61 /SF�2g, � 18'MIN. \\\,y li ! i t ` l #3 BAR EACH CORNER #3 BAR t EACH SIDE N r BAR EACH WAY SEE NOTE 1 PRECAST BASE SECTION ALTERNATIVE PRECAST BASE SECTION . PLAN - 200.10 CATCH BASIN TYPE 1 L SM. + DEPARTMENT �NTp$ j MARCH 2008 , m m �i FRAME AND VANED GRATE PIPE ALLOWANCES RUMMU M PIPE MATEMAL INSIDE DIAMETER ,3p• 3p+ Zs �+ REINFORCED OR 12' PLAIN CONCRETE S+ � - ALL METAL PIPE 15' i CPSSP* 12' i (STD.SPEC.9-05.20) 6'OR 12' \ i SOLID WALL PVC �l (STD.SPEC.9-05.12(1)) 15" PROFILE WAIT PVC ' ONE#3 BAR HOOP FOR 6'HEIGHT (STD.SPEC.9-05.12(2)' 15' TWO p3 BAR HOOPS FOR 12'HEIGHT *CORRUGATED POLYETHYLENE SEWER PIPE RECTANGULAR ADJUSTMENT SECTION STOW �Ql NOTES #3 BAR EACH CORNER N 1. As acceptable alternatives to the rebar shown in the PRECAST BASE SECTION,fibers(placed according to the Standard Specifications),or CH SIDE TPAAND BOOTTOMM I � wire mesh having a minimum area of 0.12 square inches per foot shall be used with the minimum required rebar shown in the ALTERNATIVE PRECAST BASE SECTION. Wire mesh shall not be placed in the at ONE ip BAR knOCkOU1S. _ ACROSS BOTTOM 2. The knockout diameter shall not be greater than 18". Knockouts shall PRECAST BASE SECTION have a wall thickness of 2"minimum to 2.5"maximum. Provide a 1.5" minimum gap between the knockout wall and the outside of the pipe. After the pipe Is Installed,fill the gap with joint mortar In accordance with Standard Specification 9-04.3. 3. The maximum depth from the finished grade to the lowest pipe invert shall be 5'. 4. The frame and grate may be installed with the flange up or down. The frame may be cast into the adjustment section. 5. The Precast Base Section may have a rounded floor,and the walls may be sloped at a rate of 1:24 or steeper. 6. The opening shall be measured at the top of the precast base section. #3 BAR EACH CORNER 7. All pickup holes shall be grouted full after the inlet has been placed. 18'MIN. I i I u3 BAR HOOP SEE NOTE 1 ALTERNATIVE PRECAST BASE SECTION PUBLIC WORKS CONCRETE INLET STD. PLAN — 200.30 DEPARTMENT �crN T0$ MARCH 2008 2'-142" 44" 2'-2" 443" "j 3 r i 2'-7" V.10" r E #4s EACH SIDE OF OPENING 1N ONE#4 BAR HOOP i 3'-4" CONVERSION RISER 3'-0" 6' Ill a" 6 3i 5'5 I 3.-8" f "2° �+ 2'-9-1" }� f DEPTH:3.52'TO IE OUT Y STD. PLAN — 200.40 PUBLIC WORKS CONVERSION RISER DEPARTMENT �FN t MARCH 2008 CATCH BASIN FRAME AND VANED GRATE(DETAIL 204.00) m 5 g HANDHOLD m: !? RECTANGULAR ADJUSTMENT SECTION ! g?� 3 OR CIRCULAR ADJUSTMENT SECTION t.Oy� GROUT,TYPICAL(SEE NOTE 5) z Q FLAT SLAB TOP z 0 o 0I 48',54',80',72',84'OR BB" MORTAR(TYP.) '�' I.•. s1EPS DR i LAno� i z z MORTAR FILLET REINFORCING s7Ea RvP.I 12' GRAVEL enafftu FOR �a— PIPE 201E REDOING :8. } Dr SEPARATE BASE INTEGRAL BASE CAST-IN-PLACE PRECAST WITH RISER •O'RING GRAVEL BACBFILL FOR '7— PPE ZONE BEDDING s 1 CATCH BASIN DIMENSIONS SEPARATE BASE PRECAST CATCH MAXIMUM MINIMUM EASE REINFORCING STEEL I BASIN W� 1 BASE KNOCKOUT DISTANCE ` in2rtl IN EACH DIRECTION THICKNESS THICKNESS BETWEEN DIAMETER € SIZE KNOCKOUTS SEPARATE BASE INTEGRAL BASE 48' 4' 6° 36' 8" 0.23 0.15 54' 4.5' 8• 42" r F 0.19 0.19 fi0• 5' 8" 48' W j 0.25 0.25 72' 8" 60' 12' i 0.35 0.24 B4+ B. 12' 72' 12" 0.39 0.29 96' 8" IT 84' 12• 0.39 029 NOTES PIPE ALLOWANCES 1. No steps are required when height is 4'or less. CATCH PIPE MATERIAL WITH MAXIMUM INSIDE DIAMETER BASIN ALL SOLID 'PROFILE 2. The bottom of the precast catch basin may be sloped to faalitate Leaning. DIAMETER CRETE METAL cPSSP wau i WALL PVCC2, PVC 1 3. The rectangular frame and grate must be installed with the flange down. 48" 24' j 30" 24' 2r 30" The frame may be cast into the adjustment section. 54" 30' 36" 30" 2r 36" 4. Knockouts shall have a wall thickness of 2"minimum to 2.5"maximum. Provide 60" 36" 4r 36" 36" 42" a 1.5"minimum gap between the knockout wall and the outside of the pipe. After I 72" 42" 54' 42" 36• 48" the pipe is installed,fill the gap with joint mortar in accordance with Standard 84" 54" 60" 54" 36" 48" Specification 9-04.3. 96" 60" 72' 60' ! 36' i 48" 5. All grade rings,risers,and castings shall be set in mortar in accordance with 11 Corrugated Polyethylene Storm Sewer Pipe(Std.Spec.9-0520) Standard Specification 9-04.3. 4; (std.spec.9-05.12(1)) i'4)(Std.Spec.9-05.12(2)) PUBLIC WORKS CATCH BASIN TYPE 2 STD. PLAN — 201.00 DEPARTMENT MARCH 2008 j FRAME AND VANED GRATE SEE NOTE 4 CLEAN SURFACE AND BOTTOM AREA. PROVIDE UNIFORM CONTACT. i THE SURFACE AREA OF THE BASE SECTION MUST BE GROUTED TO THE BOTTOM AREA OF THE I ADJUSTMENTSECTION. ADJUSTMENT SECTION 3? t: I` I BASE SECTION NOTES u 1. THE COVER OR GRATING OF A CATCH BASIN SHALL NOT BE GROUTED TO FINAL GRATE UNTIL THE FINAL ELEVATION OF THE PAVEMENT,GUTTER,DITCH,OR SIDEWALK IN WHICH IT IS TO BE PLACED HAS BEEN ESTABLISHED,AND UNTIL PERMISSION THEREAFTER IS GIVEN BY THE ENGINEER TO GROUT OR GRATING IN PLACE IN ACCORDANCE WITH STANDARD SPECIFICATION 7-05.3. 2. SHIMS SHALL NOT BE USED TO SET FRAME TO GRADE. THE USE OF SHIMS IS PROHIBITED. 3. MORTAR SHALL BE PLACED BETWEEN ADJUSTMENT RINGS AND BRICKS PRIOR TO PLACEMENT. 4. THE USE OF BRICKS IS PERMITTED WHERE THE BRICKS ARE STAGGERED TO CREATE A RUNNING BOND OR y2 BOND. p ,n PUBLIC WORKS CATCH BASIN INSTALLATION STD. PLAN 202.00 DEPARTMENT MARCH 2008 ��^r` �5 112, • 1"R 3 LEVEL HOOD 4, MIN. io 6 V 10 MIN. OPENING HEIGHT o 4•MIN. Ef TOP OF GRATE SEE NOTE 3 - FRAME DETAIL SECTION (A' CATCH BASIN =7' 290 MIN. L =3' 1;,MIN. 201/4' (-0.25 GRATE 1 f SEE NOTE 4 (rYP-) =34-(WIDE SIDE) CATCH BASIN TYPE I SEE NOTE 2 (TYP-) Z 4(•(WIDE SIDE) CATCH BASIN TYPE IL SEE NOTE I TOP VIEW SECTION FRAME DETAIL NOTES 1. The asymmetry of the Combination Inlet shall be considered when calculating the offset distance for the catch basin. See SECTION A. 2. The dimensions of the Frame and Hood may vary slightly among dif- ferent manufacturers. The Frame may have cast features intended CURB OR CURB AND GUTTER to support a grate guard. Hood units shall mount outside of the Frame. The methods for fastening the Safety Bar/Debris Guard Rod MATCH TOP OF HOOD TO TOP OF CURB(rYP.) to the Hood may vary. The Hood may include casting lugs. The top of the Hood may be cast with a pattem. HOOD 3. Attach the Hood to the frame with two 3/4"x 2"hex head bolts,nuts, and oversize washers. The washers shall have diameters adequate DO NOT INSTALL SAFETY BAR/DEBRIS GUARD to assure full bearing across the slots. 20'•24°VANED GRATE 4. When bolt-down grates are specified in the contact,provide two FRAME holes in the frame that are vertically aligned with the grate slots. Tap each hole to accept a 5/8"x-I I NC x 2"alien head cap screw. Location of bolt-down holes varies among different manufacturers. See BOLT-DOWN DETAIL 5- Only ductile iron Vaned Grates shall be used. 6. This plan is intended to show the installation details of a manufac- tured product. It is not the intent of this plan to show the specific ISOMETRIC VIEW details necessary to fabricate the castings shown on this drawing. SM. PLAN — 203.00 PUBLIC WORKS 1 OPEN CURB FACE DEPARTMENT FRAME AND GRATE INSTALLATION DETAIL MARCH 2008 29 1/4" i BOLT-DOWN HOLE(rYP-) 5/8'-11 NC,SEE DETAIL&NOTE 2 t . TOP NOTES I. This frame is designed to accommodate 20"x 24"grates or covers 2. Provide two holes in the frame that are vertically aligned With t he grate or cover slots. Tap each hole to accept 24 1/4' a 5/8'-11 NC x 2"alien head cap screw. Location of bolt down holes varies among different manufacturers. 3.Refer to Standard Specification 9-05.15(2)for additional I L requirements. SECTION OA RECESSED ALLEN HEAD CAP SCREW 7/8, 1/8, 5/8r_11NC.2' MATE ISOMETRIC VIEW 5/ir FRAME h I 21/2- SECTION BOLT•DOWN DETAIL DETAIL SEE NOTE 2 STD.- PLAN — 204.00 PUBLIC WORKS RECTANGULARFRAME DEPARTMENT MARCH 2008 24" BOLT-DOWN SLOT-SEE SEE DETAIL AND NOTE I C 2 1/2°DIAM.H 20 A ppOppQpOp Top SECTION OB NOTES Provide two slots in the cover that are vertically aligned With the holes in the frame.Location of bolt-down slots 4314" 1 10 varies among different manufacturers. 2. Alternative reinforcing designs are acceptable in I lieu of the rib design. 3. Refer to Standard Specification 9-05.15(2)for additional T_ requirements 39"R-SEE NOTE 2 4. For Frame details,see City of Renton SECT11ON Standard Plan 204.00. N\T---- 7 r3 JrZ ia"[ 314" 314• 51W 4 /2" 3/4'DIAM.HOLE ir-r DIAM.HANDLE LI-1 SECTION ISOLT•DOWN SLOT DETAIL ISOMETRIC SEE NOTE I STD. PLAN 204.10 PUBLIC WORKS RECTANGULAR SOLID DEPARTMENT METAL COVER MARCH 2008 i m 1" io l ! i / 3" i y i i ��SLOT-SEE DETAIL 5" AND NOTE 1 I I I �'3 1^p� J 20" E 5 } lo` i 5" 3" I i � � f } p �UTFALL TO STREAM DUMP ND POLL'JTAk': j B 'TOP � SECTION 24' 7 O 8 EQUAL SPACES �E ! mj —DIRECTION OF FLOW + SECTION 1 l 3f4" I ` BOLT-DOWN SLOT DETAIL SEE NOTE 1 \ NOTES I. Provide two slots in the grate that are vertically aligned with the holes in the frame.Location of bolt-down slots varies among different manufacturers. ISOMETRIC 2.Refer to Standard Specification 9-05.15(2)for additional requirements. 3. Unless otherwise specified,vaned grates shall be used with.standard frame in the travel way,gutter or shoulder.vaned grates shall not be located Within crossroads.Use vaned grates along rolled curbs. 1�Y O C+ PUBLIC WORKS RECTANGULAR PId1N — 204.20 � DEPARTMENT VANED GRATE �N fp MARCH 2008 g in SLOT-SEE DETAIL � a I , AND NOTE 7 Lf •Wf I i ( € E i ln! l ! i p'fTFAtt TD STREAM `JL''MP 40 P6LLUTAM7S B TOP SECTION Os za• 4 EQUAL SPACES 4 EQUAL SPACES T— SECTION 0 XV ml i BOLT-DOWN SLOT DETAIL SEE NOTE 1 .NOTES Provide two slots in the grate that are vertically aligned 1. with the holes in the frame.Location of bolt-down slots varies ISOMETRIC among different manufacturers. ' 2. Refer to Standard Specification 9-05.15(2)for additional requirements. 3. Use only on sags and vertical curbs locations. 4.Unless otherwise specified,vaned grates shall be used with standard frame in the travel way,gutter or shoulder.vaned grates shall not be located within crossroads.Use vaned grates along rolled curbs. Y STD. PLAN - 204.30 PUBLIC WORKS RECTANGULAR BI-DIRECTIONAL � NZ DEPARTMENT VANED GRATE ! MARCH 2008 11T(13mmj LETTERING BOLTHOLES-3 PLCS EQUALLY SPACED 12D' �U; .;TS _ 4gIPy� APART ON 23 1116"(586mm)DIA B.C. ti a I RENTON AHEAD OF THE CURVE .P � j DRAIti' \ (1)t'(25mm) DIA PICKHOLE COVER BOTTOM VIEW ® 1 114'[32mm)LETTERING PLAN VIEW 25"DIA (3)BLT SOC.(ALLEN HEAD) �— (635n-I 1" 5/8"-11 X 1.5 SS [25-ml RUBBER WASHER 314" [19mmj 8 314' 2 V2' t1641-1 Y ] COVER SECTION VIEW EON BOLTING DETAIL 16 1/2'DIA _ [673mmj 25 114"DIA 1641mmj ( 11/16' 114"(6mm)DIA [27 ) NEOPRENE GASKET ) 114' 6" t6mm)~� 1 1/16" i (152mm1 €i � [27mmj ° I I �_ 23 3/8°DIA CL OPEN (16mm) I [594mm) t/B° (3mm) 273/16°DIA [694mmj t.., 341/8'DIA GASKET GROOVE DETAIL (867mm) FRAME SECTION VIEW NOTES ALL COVERS SHALL BE LOCKING LID PER EASTJORDAN IRON WORKS INC.No.371701 OR APPROVED EQUAL. ~�Y � PUBLIC WORKS ! STORM ROUND FRAME AND COVER STD. PLAN — 204.50 / DEPARTMENT MARCH 2008 t �=!i #6 BARS @ r SPACING 12-(TYP.)- 20"x 24', 24 DLAM.,48"DLAM. M! OR 54"DIAM.HOLE 2-(TYP.) 12T- U V MMAXIN �V2" , W or 96'FLAT SLAB TOP Ile PREFABRICATED LADDER #5 BARS @ 6-SPACING 20"x 24", 112"MIN. 24-DIAM.,48"DIAM. OR 54'DIAM.HOLE 2'(TYP TYPICAL ORIENTATION FOR ACCESS AND STEPS ra V MIN. STEP 2 1/2"MAX 72°FLAT SLAB TOP 24 MIN. #4 BARS @ 6'SPACING 20"x 24"OR 24'DIAM.HOLE 2'(TYP) 48"MIN. ;t hT LJ +V MIN. 211T MAX. ECCENTRIC CONE SECTION 48",54",or 60"FLAT SLAB Top 1 �a �6'OR 12" ONE#3 BAR HOOP FOR 6' ONE#3 BAR HOOP 4- TWO#3 BAR HOOPS FOR 17 &- RECTANGULAR ADJUSTMENT SECTION CIRCULAR ADJUSTMENT SECTION 1.0 As an acceptable alternative to rebar,wire mesh having a minimum area of 0.12 square inches per foot may be used for adjustment sections. i STD. PLAN 204.80 PUBLIC WORKS MISCELLANEOUS DETAILS FOR DEPARTMENT DRAINAGE STRUCTURES MARCH 2008 removable watertight Coupling or flange frame&solid cover marked'DRAIN"with locking bob 2'min. see note 3 elevation per plans I min.under paverner, T- 6"max. 6- E vertical bar T grate for in secondary inlet (r min. design W.S. plate welded to with orifice as specified elbow restrictor,see detail ELBOW pipe supports 'ILI I r handholds,steps or RESTRICTOR see Note 6 � F ladder DETAIL 1.5 x D j— min. 1�ii—2'min. :T dutlet pipe in at D see notes I& pipe Invert and elevation shear gate with control per plans rod for cleanout/drain 12" (rod bent as required for vertical alignment 12" With Cover) i E welded restrictor plate with orifice diameter as }3 ! , specified(not needed If for spill control only) SECTION A-A ISOMETRIC 2'min.clearance to any portion of trop-T including elbows � , i NOTES: A A 1. Use a mimimum of a 54'diameter type 2 catch basin. 2. Outlet Capacity: 100-Year developed angle as peak flow. necessary 3. Metal Parts: Corrosion resistant- see note 7 addtional ladder rungs See elbow re (in sets)to allow access Non-Galvanized parts perferned. s detail Tmin. Galvanized pipe parts to have asphalt to tanks or vaults when treatment 1. catch is filled with water 4. Frame and ladder or steps offset so: A. Cleanout gate is visible from top. B. Climb-down space is clear of riser and cleanout gate. PLAN VIEW C. Frame is clear of curb. 5. If metal outlet pipe connects to cement concrete pipe:outlet pipe to have smooth O.D.equal to concrete pipe I.D.less I". 6. Provide at least one 3"X.090 gage support bracket anchored to concrete wall. (maximum Y-0"vertical spacing) 7. Locate elbow restrictor(s)as necessary to provide minimum clearance as shown. 8. Locate additional ladder rungs in structures used as access to tanks and vaults to allow access when catch basin is filled with water. II TY , �OPUBLIC WORKS FLOW RESTRICTOR STD. PLAN - 237.00 DEPARTMENT i OIL POLLUTION CONTROL MARCH 2008 TEE , SIX EVENLY SPACED HOLES ON 10 3/8'BOLT IRCLE FOR BOLTING TO \ FLANGE CONNECTION. / 2 W t > W I I I }} SEE NOTE 5 i I ' r LEVEL LINE FRONT SIDE MAXIMUM OPENING OF GATE HANDLE WITH LOCK PIN. ADJUSTABLE LOOK HOOK WITH LOCK SCREW. G LIFT HANDLE SHALL BE ATTACHED PER L�1'ROD OR TUBING,VARIABLE LENGTH. MANUFACTURER'S RECOMMENDATIONS. (.J LIFT HANDLE NOTES.,--,, 1. SHEAR GATE SHALL BE ALUMINUM ALLOY PER ASTM B-26-ZG-32a OR CAST IRON ASTM A48 CLASS 30B AS REQUIRED. 2. GATE SHALL BE 8 IN.DIAM.UNLESS OTHERWISE SPECIFIED. 3. GATE SHALL BE JOINED TO TEE SECTION BY BOLTING(THROUGH FLANGE),WELDING,OR OTHER SECURE MEANS. 4. LIFT ROD:AS SPECIFIED BY MFR.WITH HANDLE EXTENDING TO WITHIN ONE FOOT OF COVER AND ADJUSTABLE HOOK LOCK FASTENED TO FRAME OR UPPER HANDHOLD. 5. GATE SHALL NOT OPEN BEYOND THE CLEAR OPENING BY LIMITED HINGE MOVEMENT,STOP TAB,OR SOME OTHER DEVICE. 6. NEOPRENE RUBBER GASKET REQUIRED BETWEEN RISER MOUNTING FLANGE AND GATE FLANGE. 7. MATING SURFACES OF LID AND BODY TO BE MACHINED FOR PROPER FIT. 8. FLANGE MOUNTING BOLTS SHALL BE 3/8 IN.DIAM.STAINLESS STEEL. 9. ALTERNATE CLEANOUT/SHEAR GATES TO THE DESIGN SHOWN ARE ACCEPTABLE,PROVIDED THEY MEET THE MATERIAL SPECIFICATIONS ABOVE AND HAVE A SIX BOLT,10 318 IN.BOLT CIRCLE FOR BOLTING TO THE FLANGE CONNECTION. PUBLIC WORKS FROP - T - SHEAR GATE DETAIL ' PLAN 237.30 DEPARTMENT MARCH 2008 EXISTING WATER LINE , PLAN VIEW TESTING DETAIL ±8 FT ' A H:E - O NEW WATER LINE VERTICAL CROSS(MJxFL) FOR POLYPIGGING , ONE BLIND FLANGE ON TOP WITH 2"TAP & 2"PLUG ONE BLIND FLANGE ON BOTTOM ONE (MJ) PLUG WITH 2" TAP & 2" TEMPORARY BLOW-OFF TEMPORARY BLOCK CUT-IN (BY CITY FORCES) ' TEE (FLxFL) W/ CONC. BLOCK 1- GATE VALVES (FLxMJ) 2- SOLID SLEEVES (MJ) OR RO-MAC COUPLINGS 1- PLUG (MJ) W/2'TAP & TEMP. BLOW-OFF TEMP. BLOCK ' EXISTING WATER LINE EXISTING WATER LINE ' FINAL CONNECTION DETAIL ' W-A I i AFTER ALL TESTING, CLEANING BY POLYPIG, AND DISINFECTION, REMOVE TEMP. BLOCK & BLOW-OFF & CONNECT WITH SLEEVE (MJ) & D.I. SPOOLS FINAL CONNECTION BY CITY FORCES EXISTING WATER LINE , - PUTLIC WOt=tE CONNECTION TO WATER MAIN CUT STD. PLAN 300.2 DEPARTMENT IN-LINE TEE & ONE VALVE EXISTING WATER LINE PLAN VIEW iTESTING DETAIL ±8 FT ' WE O NEW WATER LINE VERTICAL CROSS(MJxFL) FOR POLYPIGGING ONE BLIND FLANGE ON TOP WITH 2'TAP & 2'PLUG ONE BLIND.FLANGE ON BOTTOM ONE (MJ) PLUG WITH 2' TAP & 2' TEMPORARY BLOW-OFF ' TEMPORARY BLOCK CUT-IN (BY CITY FORCES) TEE (FLxFL) W/ CONC, BLOCK 2- GATE VALVES (FLxMJ) 2- SOLID SLEEVES (MJ) OR RO-MAC COUPLINGS ' 1- ADAPTER (FL X MJ) 1- PLUG (MJ) W/2'TAP & TEMP. BLOW-OFF TEMP. BLOCK EXISTING WATER LINE EXISTING WATER LINE 1 FINAL CONNECTION DETAIL q- I W_ AFTER ALL TESTING, CLEANING BY POLYPIG, AND DISINFECTION, REMOVE TEMP. BLOCK & BLOW-OFF & CONNECT WITH SLEEVE (MJ) & D.I. SPOOLS FINAL CONNECTION BY CITY FORCES EXISTING WATER LINE Y - P?.BL,ir 'ft'Di=.I� CONNECTION TO WATER MAIN CUT STD. PLAN 300.3 1' DEPAP•.TMENT IN-LINE TEE & TWO VALVES FN.SO EXISTING WATER LINE PLAN VIEW TESTING DETAIL ±8 FT HLE O NEW WATER LINE , VERTICAL CROSS(MJxFL) FOR POLYPIGGING ONE BLIND FLANGE ON TOP WITH 2'TAP & 2'PLUG ONE BL ND FLANGE ON BOTTOM ONE (MJ> PLUG WITH 2' TAP & 2' TEMPORARY BLOW-OFF TEMPORARY BLOCK CUT-IN (BY CITY FORCES) ' TEE (FLxFL) W/ CONC. BLOCK 3- GATE VALVES (FLxMJ) 2- SOLID SLEEVES (MJ) OR RO-MAC COUPLINGS I- PLUG (MJ) W/2'TAP & TEMP. BLOW-OFF , TEMP. BLOCK EXISTING WATER LINE EXISTING WATER LINE FINAL CONNECTION DETAIL A I w- AFTER ALL TESTING, CLEANING BY POLYPIG, AND DISINFECTION, REMOVE TEMP. BLOCK & BLOW-OFF & CONNECT WITH SLEEVE (MJ) & D.I. SPOOLS FINAL CONNECTION BY CITY FORCES EXISTING WATER LINE \a 0�' X PU BLIC` O KS CONNECTION TO WATER MAIN PLAN — 300.4 ;+ DEPA RTMENT CUT IN-LINE TEE & THREE VALVES ' N4 AR CH Z TESTING DETAIL ±10 FT NEW WATER LINE EXISTING WATER LINE O EXISTING TEE, DEAD END LINE, CAP OR PLUG DO NOT DISTURB BLOCKING VERTICAL CROSS (MJxFL) FOR POLYPIGGING 1 -BLIND FLANGE ON TOP WITH 2"TAP & 2"PLUG 1-BLIND FLANGE ON BOTTOM 1 -PLUG(MJ) W/2"TAP & 2" BLOW-OFF TEMP. BLOCK FINAL CONNECTION DETAIL NEW WATER LINE EXIST. WATER LINE O . O AFTER ALL TESTING, CLEANING BY POLYPIG AND DISINFECTION, REMOVE TEMP. BLOCK & BLOW-OFF & CONNECT TO EXISTING WATER LINE WITH SLEEVE (MJ) AND D.I. SPOOLS FINAL CONNECTION BY CITY FORCES i 1 Y G~� �•� STD. PLAN - 300.5 PUBLIC 'CRL: CONNECTION TO WATER MAIN - ' DEPARTMENT EXISTING TEE OR END LINE CAP ��NZO� 1 r r r TEMPORARY 2" GALVANIZED PIPE r AND 2" GATE VALVE FINISHED GRADE ELEVATION ' INSTALL 2" PLUG ON TOP BLIND FLANGE AFTER REMOVAL OF POLYPIG 3 FT MIN. COVER (10-INCH DIAMETER AND UNDER) 4 FT MIN. COVER (12-INCH DIAMETER AND OVER) NEW WATER MAIN POLYPIG ^ r r � r r r VERTICAL CROSS FOR POLYPIGGING STATION: SIZE OF VERTICAL CROSS SHALL BE THE SAME AS SIZE OF MAIN LINE ' VERTICAL CROSS (MJ X FL) ONE BLIND FLANGE ON TOP OF CROSS WITH 2" TAP & 2" TEMPORARY BLOW-OFF ASSEMBLY (REMOVE BLOW-OFF ASSEMBLY AND INSTALL 2" PLUG AFTER REMOVAL OF CLEANING "POLY-PIG") ONE BLIND FLANGE ON BOTTOM OF CROSS ONE PLUG (MJ) ON END OF CROSS CONCRETE BLOCKING ALL DEBRIS AND POLYPIGS SHALL BE REMOVED FROM SUMP OF VERTICAL CROSS BEFORE DISINFECTION OF NEW WATER MAIN 1 PUBLIC WORKS POLY PIG STATION FOR CLEANING OF STD. PLAN - 300.6 �•` DEPARTMENT WATER MAINS 2 ' MARCH C 10 1 FIRE HYDRANT SHALL BE COREY—TYPE EQUAL TO IOWA rT-5'10 OR COMPRESSION TYPE SUCH AS CLOW MEDALLION; M & H 929, MUELLER SUPER CENTURION 200, AND WATEROUS PACER WITH 6" MECHANICAL JOINT INLET WITH LUGS, 5-1/4" MAIN VALVE OPENING. TWO 2-1/2" HOSE CONNECTONS NATIONAL STANDARD THREADS. 4" PUMPER CONNECTION CITY OF SEATTLE THREADS WITH A STORZ ADAPTOR, 4.875° SEATTLE THREAD X 5" STORZ, ATTACHED WITH 1/8" STAINLESS STEEL CABLE. 1-1/4" PENTAGON OPERATING NUT. FIRE HYDRANT TO BE PAINTED WITH TWO COATS OF PAINT. KELLY—M CORE/PR ESERVATIVE PAINT Nei. 5780-563 DTM ACRYLIC GLOSS, SAFETY YELLOW OR APPROVED EQUAL PUMPER CONNECT':ON TO FACE ROADWAY OR AS DIRECTED BY RENTON FIRE DEPARTMENT. FIRE HYDRANT EXTENSION TO BE USED IF REQUIRED. MIN. 18" TO 20" BEHIND BACK OF CUR 3 OR 12" BEHIND BACK OF 3' ! ( SIDEWALK THAT IS ADJACENT TO CURB -4.875 x 5 STORZ TWO—PIECE CAST IRON VALVE BOX WITH LUG / 5'x5'x6" THICK CONCRETE ?AD AROUND/—SECTION TYPE COVER. EQUAL TO OLYMPIC FOUNDRY CC. i HYDRANT. FINISH TO MATCH SIDEWALKSTANDARD 8" TOP SECTION WITH REGULAR BASE EXPANSION JOINT AT LENGTH TO FIT. VALVE NUT EXTENSION OF SIDEWALK AS REQUIRED. CONCRETE SIDEWALK RAISED PAVEMENT MARKER TYPE 88—A L ' �OR PLANTING STRIP ST,MSON TE TWO—WAY BLUE REFLECTIVE 36" MIN _ COVER CONCRETE BLOCKING ' 5 i CONCRETE THRUST BLOCK • ti O ` MAIN LINE TEE. WITH 6" FLANGE SIDE OUTLET. 6" GATE VALVE (FL X MJ) AWW.A C-509, RESILIENT SEAT C 6" DUCTILE IRON PIPE, CLASS 52 CEMENT LINED, LENGTH TO FIT � 2-3/4" COR—ILN STEEL TIE RODS. 16" x 8" x 4" MiNiNUM —} 1/2 YARD OF 1-1/4" WASHED DRAIN ROCK CONCRETE BEARING 1' ABOVE BOOT FLANGE. PLACE 8 MIL BLOCK UNDER HYDRANT POLYETHYLENE FILM AROUND TOP AND SIDES OF GRAVEL. EIRE HYDRANT ASSEMBLY —LEVEL ALL GROUND LEVEL Al GROUND MIN 3' RADIUS MIN 3' RADIUS Ll 1 1 ONE MAN ROCK n 6 6 e 6" CONCRETE PAD r 6" CONCRETE PAD 1 CUT FILL HYDRANT LOCATION IN CUT OR FILL SM. PLAN — 310.1 'P B 11C t�ORKS FIRE HYDRANT ASSEMBLY MARKER MARKER MARKER , t I o e TWO LANE ROAD OFFSET ON SIDE STREETS WHERE THE MARKER TO INDICATE HYDRANT IS WITHIN 20' OF A WHICH SIDE OF STREET MAIN TRAVELED STREET, THE HYDRANT IS ON (4" FROM MARKER IS TO BE INSTALLED DOTS OR PAINTED LINE) ON THAT MAIN STREET MARKER MARKER e e e a FOUR LANE ROAD OFFSET FIVE LANE ROAD OFFSET MARKER TO INDICATE WHICH MARKER TO INDICATE WHICH SIDE OF STREET HYDRANT IS SIDE OF STREET HYDRANT IS ON (4" FROM DOTS OR ON (4" FROM DOTS OR PAINTED LANE DIVIDER) PAINTED LANE DIVIDER) HYDRANT MARKERS ®® 4" RAISED PAVMENT MARKER TYPE 88 AB , STIMSONITE TWO—WAY (BLUE) — `s pt-BLIC r4'OMR I-t ' HYDRANT MARKER LAYOUT STD. PLAN 310.3 �" DEPARTME"IT h"ARI—li 20110 3"x24" PLASTIC METER BOX EQUAL TO M'.D-STATES PLASTIC, NC. BCF SERIES MSBCF 1324-18 WITH 1.75" THICK DUCTILE Y i PRIVAr P.ON DIAMOND PLATE COVER EQUAL TO MID-STATES PLASTICS, rl INC. MSCBC-1324-R WITH READER LID AND 2" DR<LLED HOLE rPING PIPING FOR TOUCHREAD PIT LID (SEE DETAIL A-A) w w l J I N UNIMPROVED RIGHT OF I 1 WAY INSTALL METER BOX AT PROPERTY LINE WITH 12" 1 x LONG COPPER TAILPIECE. 12'° MAX Q I SIDEWALK I FINISH GRADE z¢z TOUCHREAD 'WATER l f METER TO BE O SUPPLIED BY THE 12" z x z 36" MIN COVER ` °n C1 TY y <j / TYPE "K" SOFT b / 22-1/2' COPPER TUBING rl ! ` 7N� NEW DUCTILE IRON / WATERMA`:.N IF SERVICE LINE TO HOUSE IS 3/4" OR 1" TO BE INSTALLED IN THE FUTURE GALVANIZED INSTALL FORD C14-33 OR 44 RPT PLUG x COMPRESSION COUPLING /LOOP DOWN TO CENTERLINE OF WATER MAIN TO PROVIDE S!LACK IN COPPER COPPERSETTER FOR 5/8"x3/4" METER: FORD SERVICE LINE TO METER. VBH72-15W-44-33G, OR McDONALD BRASS: 21-215W00033, OR MUELLER: 3/4-B-2470-2 WITH ANGLE BALL VALVE ON 'NLET AND SINGLE CHECK VALVE ON OUTLET CORPORATION STOP WITH BALL VALVE. FORD COPPERSETTER FOR 1" METER: FORD VBH72-15W-44-44G, OR TAPERED THREAD (CC). QUICK JOINT CDONALD BRASS: 21-415WC5Q44, OR MUELLER: 1-8-2470-2 (3/4" FB10DO-3-0) OR AY MCDONALD 4701B BOTH INLET AND OUTLET WITH QUICK JOINT. PADLOCK WINGS ON (1" FBi000-4-0) OR AY MCDONALD 47018 INLET ANGLE BALL VALVE AND SINGLE CHECK VALVE ON OUTLET. ALL FITTINGS SHALL BE WITH QUICK JOINT. MOTE: ALL METER BOXES INSTALLED WITHIN CONCRETE OR PAVED DRIVEWAYS SHALL BE CAST-IRON EQUAL TO OLYMPIC FOUNDARY. EXPANSION JOINTS MUSH BE INSTALLED ON BOTH SIDES OF METER BOX. DRILL 2 DIA. HOLE FOR AMR (AUTOMATIC — METER READ; TOUCHREAD DEVICE 2-1/2" MIN. FROM NEAREST - - ! AND FRONT EDGE OF PIT L.D iTYPICAL RIB NOTE: THE CENT ER OF THE HOLE MUST BE AT LEAST FROM UNDERNEATH RIBS UNLESS THE RIB SPACING ALLOWS THE NUT TO TIGHTEN AGAINST THE OPEN SIDE OF MORE THAN ONE RIB. ( ` PUBLIC ,;;��L.�, 34 AND 1"WATER SERVICE PLAN - 320.1 1 L;EFART'vi E j..T _-TIMBER G Y PR€ TE PIPING PIPING 1-112" AND 2"'WATER SERVICE DETAIL ' Z Z J J r IN UNIMPROVED y CAUTION: VALVE BOX SHOULD NOT REST ON �i s2 Of RIGHT—OF—WAY 1NSTALL METER PIPE. LATER COMPACTION iN AREA OF VALVEE BOX Y Q BOX AT PROPERTY LINE WITH a COULD CAUSE THE BREAKAGE OF THE SERVICE ` 0 12" LONG COPPED: TAILP?ECE ' OMIT r I I 9" WIN. i MAX. x Z Q L: 0 4 c- LEAVE EXPOSED _ p MU 1' 7 NM CpU N � 12 1� 11 BY PASS NOT ALLOWED 1 c IRRIGATION <OR J METERS ETE S E € b�2 j iJ 3 O 5 �� s CRUSHED ROCK ' l BASE TO SUPPORT A- A. t VAULT. DRILL 2" DIA. HOLE FOR TOUCHREAD DEVICE QUICK—JOINT ;T COUPLING x M1PT CAST 'RON OR DUCT?!E RON WATERM,AIN , ll 2-1/2" MIN. FROM NEAREST NOTE: AND FRONT EDGE OF PIT LID THE CENTER OF THE HOLE MUST BE AT LEAST ?" FROM UNDERNEATH RIBS UNLESS THE RIB SPACING ALLOWS THE NUT TO TIGHTEN AGAINST THE OPEN SIDE OF MORE THAN ONE RIB. TYPICAL RIB MATERIAL LIST FOR 2" SERVICE: METER LOCATED IN PLANTING STRIP MATERIAL LIST FOR 1-1/2" SERVICE- METER LOCATED IN PLANTING STRIP BETWEEN CURB & SIDEWALK BETWEEN CURB & SIDEWALK 1. 2" tapped tee, on new water main. 1. 2" tapped tee on new water mcin. 2. 4" long X 2" brass nipple with threaded ends (MIPT). 2. 4" long X 2" brass nipple with threaded ends (MIPT). 3. 2" resilient seat gate valve with threaded ends, square operating nut, 3. 2" resilient sect gate valve with threaded ends, square operating nut, and and valve nut extension if required (see standard detail 330.;). valve nut extension if required (see standard detail 330.1). 4. Two piece cost iron valve box. Standard 8" top section with regular 4. Two piece cast iron valve box. Standard 8" top section with reguior base ' base section, length to fit. "lug" type cover. 2" brass bushing (MIPT x section, length to fit, "lug" type cover. FIPT. 5. 2" X 1-1/2' hex brass bushing (MIPT x FIPT). 2 each 1-1/2" brass or 5. 2 each 2" brass or bronze nipples 6" €ergth, threaded ends. 2 each bronze nipples 6" length, threaded ends. 2.each 1-1/2"-90'brass or 2"-90' brass or bronze elbows (FIPT x FIPT). bronze elbows (FIPT x FIPT. 6. 2" (MIPT) x compression flttinq, Ford C84-66 or equal. 6. 1-1/2" (MIPT) x compression fitting, Ford C84-66 or equal. 7. 2" soft copper tubing type K or brass nipples (MIPT x M?PT), length to 7. 1— /2" soft copper tubing type K or brass nipples (MIPT x MIPT), length fit. to fit. 8. 2" threaded brass 90' ell. 8. 1-1/2" threaded brass 90'x. for Ford L44-77 or equal. 9. 2" Customsetter with by—pass Ford: VBH 86-128-1:1-77 (x 17-3/16" 9. 1-1/2" Customsetter with by-pass Ford: VBH 86-12B-11-66 (x ), McDonald Brass: 308715WDFF775 or Mueller B-1427-2", with flanged 13-3/16"), McDonald Brass: 30B612WDFF665 or Mueller B-1427-1 1/2", angle ball valve and padlock wings or inlet, and angle check valve with flanged angle ball valve and padlock wings on inlet, and angle check outset, ball valve on bypass with padlock wings. Customsetter shall valve outlet, ball volve on bypass with padlock wings. Customsetter shall heve vertical inlet and outlet. have vertical inlet and outset. 10. Rigid meter spreader to be supplied and installed in meter setter by 10. Rigid meter spreader to be supplied end installed in meter setter by contractor, contractor. 11. Water meter shall be supplied and installed by City of Renton upon 11. Water meter shall be supplied and installed by City of Renton upon payment of oil reloted water meter fee and satisfactory pressure and payment of all related water meter fee and satisfactory pressure and purity tests. purity fasts. 12. 17"x30" Plastic meter box equal to Mid—States Plastics, Inc. BCF Series ':2. 17"x30" Plastic meter box aqua! to Mid—States Plastics, Inc. 6CF Series MSBCF 1730-18 with 2" thick Ductile iron, diamond plate cover 18"x31" MSBCF 1730-18 with 2" thick Ducti?e iror diamond plate cover 18"x31" equal to Mid—States Plastics, Ir.c. MSCBC-1730—R with 2" drilled hole equal to Mid—Stotes Plastics, Inc. MSCBC-1730—R with 2" drilled hole for for touchread pit lid, and meter read lid. touchread pit lid. 13. coupling (compression x FIPT) with 2" plug (MIPT), Ford C-14-66 13. 1-1/2" coupling (compression x FIPT) with 1-112" plug (MIPT), Ford or equal. The property owner is responsible for any necessary adaptation or C-14-66 or equal. The property owner is responsible for any necessary extension of water service- adaptation or extension of water service. ' NOTE: ALL METER BOXES INSTALLED IN CONCRETE OR PAVED DRIVEWAYS SHALL BE CAST—IRON EQUAL TO OLYMPIC FOUNDARY. EXPANSION JOINTS MUST BE INSTALLED 12" MINIMUM ON BOTH SIDES OF METER BOX. s� STD. PLAN — 320.2 a l P'l-BL C '} :RI=F 1 12"AND 2"WATER SERVICE LOCATED ` '°■` DB ART N7 IN PLANTING STRIP I A>tC_? 201 0 1 Z CAUTION VALVE BOX SHOULD NOT REST ON- PIPE. LATER COMPACTION IN AREA OF VALE BOX r COULD CAUSE THE BREAKAGE OF THE SERMCE. w 70 � 52 0 t a PRIVATE PLUMBING -- 9" MIN. 9.t, ' F SHALL CONNECT i2" MAX. HERE X I g CJ g d w M _ 4 ° O .: f ^, v 7 i'7 7 2" BRASS PLUG ' CRUSHED ROCK BASF--_ (THREADED) TO SUPPORT VAULT. 7:. ' PASS NOT ALLOWED FOR '0 6 7 �\ 13 FOR lRRIGATIOM METERS S l MIPT x. QUICK JOINT 1-1/2" AND 2" WATER SERVICE DETAIL B MATERIAL LIST FCR 2" SERVICE WITH METER LOCATED IN RIGHT-OF-WAY BEHIND SIDEWALK 1. 2" tapped tee on new water meter. 2. 4" long X 2" brass nipple with threaded ends (MIPT). �' 3. 2" resilient seat valve with threaded ends, square operating nut and valve nut extension f DRILL 2" DIA. HOLE FOR ` A — required (see standard detail 330.1). T(YJCHREAD DEVICE 4. Two piece cast iron valve box. Standard 8" top section with regular base section, 'ength to "lug" type cover. ' 5. 2" brass bushing (MIPT x FIPT) 2 eccli 2" brass or bror:ze nipples 6" length, threaded ends 2 each 2"-90' brass or bronze elbows (FIPT x FIPT) € 6. 2L x compression fitting, Ford C84-66 or equal. 7. 2" soft copper type K or brass nipples, length to fit TYPICAL RIB� 8. 2" threaded brass 90' ell. ��ffffff 9. 2" Customsetter with by-poss Ford VBH 86-128-11-77 (17-3/16") or MacDonald brass 2-1/2" MIN. FROM NEAREST 306715WDFF775, with flanged angle ball valve and padlock wings on inlet, and angle check valve AND FRONT EDGE OF PIT LID outlet, ball valve on bypass with padlock wings. Customsetter sho€I hove vertioa! inlet and outlet. 10. Rigid meter spreader to be supplied and installed in meter setter by contractor. 11. Water meter shall be supplied and installed by City of Renton upon payment of oil related water meter fee ar:d satisfactory pressure and purity tests. 12. 17"x30" equal to Mid-States Plastics, Inc. BCF Series MSBCF 1730-18 with 2' thick Ductile iron damond plate cover 18"x31" equal to Mid-States Plastics, snc. MSCBC-1730-R with 2" drilled hole for touchrecd pit lid, and meter read lid. 13. 2" coupling (compression x FIPT) with 2" plug (MIPT), Ford C-14-66 or equal The property owner is responsible for any necessary adaptation or extension of water service. MATERIAL UST FOR 1-1/2" SERVICE WITH METER LOCATED IN RIGHT-Cf-WAY BEHIND SIDEWALK 1. 2" tapped tee on new water main 2. 4" long X 2" brass nipple with threaded ends (MIPT). 3. 2" resilient seat volve with threaded ends, square operating nut and valve nut extension if required (see standard detail 330.1). - 4. Two piece Cast iron valve box. Standard 8" top section with regular base section, length to fit, 1.lug" type cover. 5. 2" X 1-1/2" hex brass bushing (MIPT x FIPT), 2 each 1-1/2" brass or bronze nipples 6" Length (threaded ends), 2 each 1-1/2"- 90' brass or bronze elbows (FIPT x FIPT) _ 6. 1-1/2" (MIPT) x compression fitting, Ford C84-66 or equal. 7. 1-1/2" soft copper type K or brass nipples, length to fit. 8. 1-1/2" pack-joint 90' ell, for Ford L44-77 or equa. 9. 1-1/2" Customsetter with by-pass Ford VBH 66-128 x 13-3/16" or MacDonald brass, with flanged angle ball valve and padlock wings on inlet, and ongle check valve outlet, ball valve on bypass with padlock wings. Customsetter shall have vertical inlet and outlet. 10. Rigid meter spreader to be supplied and installed in meter setter by contractor. 1'.. Water meter shall be supplied and installed by City of Renton upon payment of all related water meter fee and satisfactory pressure and purity tests. 12. 17"x30" equa: to Mid-States Plastics, inc. BCF. Series MSBCF 1730-18 with 2" thick Ductile iron damond plate cover 1:8"x3;" equal to Mid-States Plastics, Inc. MSCBC-1.730-R with 2" drilled hole for touchrecd pit lid and meter read lid. i3. 1-1/2" coupling (compression x FIPT) with 1-1/2" plug (MIPT), Ford C-14-66 or equal. The property owner is responsible for any necessary adaptation or extension of water service. NOTE-: ALL METER BOXES INSTALLED IN CONCRETE OR PAVED DRIVEWAYS SHALL BE CAST-IRON EQUAL TO OLYMPIC FOUNDARY. EXPANSION JOINTS MUST BE INSTALLED 12" MINIMUM ON BOTH SIDES OF METER BOX. Y � W03._. ; 2 AND 1 1Z WATER SERVICE LOCATED STD. PLAN - 320.3 DEPARTI E >T IN RIGHT OF WAY BEHIND SIDEWALK 200 �I A A PLAN�Vl:=W ,N( A-�� VALVE BOX LID WITH EARS IN DIRECTION OF 2" SQUARE WATER MAIN AND WORD OPERATING NUT — "WATER" CAST INTO 'T , 12' MIN ? c—.,•... 18" MAX, j 4" CONCRETE COLLAR FOR i 12" VALVES N PAVED AREAS 4-1/4" DIA. 1/8" MIN. THICKNESS ' SEE DETAIL 2 PIECE CAST IRON VALVE BOX, RICH—SEATTLE TYPE OR OLYMPIC FOUNDRY STEEL , LENGTH AS REQUIRED 1/8" MIN. THICKNESS 2-11 ." INSIDE MEASUREMENT ' 2-1/4" DEPTH E VALVE OPERATING NUT ' SECTION A—A EXTENSION J\ VALVE OPERATION NUT EXTENSION NOTE: 3%•. EXTENSIONS ARE REQUIRED WHEN VALVE NUT ' IS MORE THAN THREE (3) FEET BELOW 3" ' FINISHED GRADE. EXTENS`ONS ARE TO BE A 38"' MIN. MINIMUM OF ONE (1) FOOT LONG. ONLY ONE ( WIDTH EXTENSION TO BE USED PER VALVE. WHITE POST ' NOTE: ALL EXTENSIONS ARE TO BE MADE 62" OF STEEL, SIZED AS NOTED, AND PAINTED WITH TWO COATS OF METAL PAINT. 24„I� I VALVE MARKER NOTES: VALVE MARKERS SHALL BE EQUAL ' TO CARSONITE UTILITY MARKER VALVE MARKER POST TO BE USED FOR ALL VALVE MARKER POST MAIN LINE VALVES OUTSIDE PAVED AREAS STD �I �U Bi,;C 4� _�.?; ; VALVE BOX, MARKER& OPERATING ' PlAN — 330.1 DEPT ; 1E T NUT EXTENSION r 'r ,P.C'I-I 201 i il-1/4' BEND 22 ' BEND/2ND 45* BEND CAP -E 90* BEND THRUST BLOCK BEARING AREA !N SQUARE FEET (SEE NOTES) FOR HORIZONTAL AND DOWNWARD VERTICAL BENDS SOIL FIRM SILT OR FIRM SILTY-SAND COMPACT SAND COMPACT SAND & GRAVEL 90" 45*BEND 11 1/4' 90* 45- BEND i 11 1/4' go, 45-BEND 11 1/4* FITTING BEND TEE CAP OR PLUG & 22 1112- BEND TEE CAP OR PLUG 1& 22 1/2'IBEND. TEE CAP OR PLUG 1& 22 ',/2* SEND BEND BEND 1 0 4" 7-0 4.2 4.2 1!,7 11 211 -21 2. 1.6 1 .6 6 9.4 9.4 6.7 4.7 1 4.7 5.0 1 3.5 3.5 4 8- 23.3 16.7 16.7 6.7 11.7 8.4 1 8.4 3.4 8.8 1 6.3 6-3��2�1 12- 53.0 37.5 1 37.5 1.5.0 126.5 118.8 1 188 7.5 120.01 14qO 1 i4.0 5.6 AREAS CALCULATED ON 300 PSI TEST PRESSURE. 3'-0" MIN. COVER FOR WATERMAIN LESS THAN 12". 4'-0" MIN. COVER FOR WATERMAIN 12" OR GREATER. MAX. HEIGHT OF THRUST BLOCK (FT) 0.5 x DEPTH OF TRENCH MIN. HEIGHT OF THRUST BLOCK (FT) = O.D. PIPE + 1.0' rc rIARUST BLOCK BEARING AREA REFERS To THE FACE OF BLOCK. MEASURED IN SQUARE FEET NOTES: 1. LOCATION AND SIZE OF BLOCKING FOR PIPE LARGER THAN 12"DIAMETER AND FOR SOIL TYPES DIFFERENT THAN SHOWN SHALL BE DETERMINED BY THE ENGINEER. 2. ALL BLOCKING SHALL BE POURED IN PLACE AGAINST UNDISTURBED NATIVE GROUND. 3. ALL POURED THRUST BLOCKS SHALL BE BACKFILLED AFTER MIN. 1 DAY. PRESSURE TESTING SHALL OCCUR AFTER CONCRETE HAS REACHED NOMINAL COMPRESSIVE STRENGTH. 4. ALL BLOCKING SHALL BE CONCRETE CL 5 (1-1/2-). 5. BLOCKING AGAINST FITTINGS SHALL BEAR AGAINST THE GREATEST FITTING SURFACE AREA POSSIBLE, BUT SHALL NOT COVER OR ENCLOSE BELL ENDS, JOINT BOLTS OR GLANDS REASONABLE ACCESS TO BOLTS AND GLANDS SHALL BE PROVIDED. ' F.f CONCRETE BLOCKING FOR STD. PLAN 330.2 PUBLIC -WOR17S HORIZONTAL AND DOWNWARD N. ETPART!,vi VERTICAL BENDS SHACKLE RODS TYPE A BLOCK!NG (TYP R FOR 11 & 221/2* VERTICAL BENDS ve S d IL: z O 0 CD z Z m y- Lrl z to a < CE,7) < D 0 C 0 to ("I L) N . 1 00 2 TURNBUCKLES z: W u- woo ozo W 0 —Z 0 ES W THREAD 6 0 v CL 1 4" 300 111/4 8 12 3/4 18 22,,/2 + 121 24 6"'. 300 1111/4 12 !21 3/4 24 1221/21 27 i3 8 E 300 2ll2-'1/—/42 '-43 31 1/2/,L2 3/1 24 4 14 1 2!1 "i 36 2" 300 -2- /—/2-�,6-25 L 15 1 R = INSIDE RADIUS OF SHACKLE ROD BEND d 0 V) m bf Of U) 0 SHACKLE RODS z (TiYP) R J S 2 TURNBUCKLES TYPE A THREAD 6" 2.19*S 1 d! cy TYPE B BLOCKING FOR 45' VERTICAL BENDS _ G ' VB S d L LD z Lj 0 ui cy m D Ld 0 C) 0 M 0 z U3 In i C) w1w ui Lj Um u u ozu omm O z -,; U) F- ou 0 Z 7 C,Z z 8 < C)0 > ULJ 4 1 27 3 6" 300 45 64 3/4 20 8' 25 5 30 S TYPE Q PUBLIC WORKS CONCRETE BLOCKING FOR VERTICAL STD. PLAN 330.3 DEPARTMENT FITTINGS MARCH 2010 Where shown on the plans or in the specifications or required by the Engineer, joint restraint system (shackle rods) shall be used. All joints restraint materials used shall be those manufactured by Star National Products, 1323 Holly Avenue, PO Box 258, Columbus, Ohio 43216 unless on equal alternate is approved in �t writing by the Engineer. Materials Steel Types: High strength low—alloy steel (cor—ten), ASTM A588 heat—treated. ' 1.Tiebolt: ASTM A588, Grade B, Cor—Ten, equal to Superstar Tielbolt Installation: SST 7 5/8" for 2" and 3" mechanical joints (M.J.) with eye for 5/8" rod Install the joint restraint system in accordance with the Manufacturer's SST 7 3/4" for 4" to 12" M.J. with eye for 3/4" rod instructions so all joints are mechanically locked together to prevent joint SST 756 : 3/4" for 14" to 24" M.J. with eye for 3/4" rod separation. SST 747 : 3/4" for 4" to 12" M.J. with eye for 7/8" and 1" rod Tiebolts shall be installed to pull against the mechanical joint body and SST 757 : 3/4" for 14" to 24" M.J. with eye for 7/8" and 1" rod not the M.J. follower. Torque nuts at 75-90 foot pounds for 3/4" nuts. SST 778: 1" for 30" to 36" M.J. with eye for 1" rod Install tiecouplings with both rods threaded equal distance into -2.Tienut: Hex Nut tiecouplings. Arrange tierods symmetrically around the pipe. ASTM A588, Grade B, Cor—Ten, equal to SuperStar Tienut ' SS8 for 5/8", 3/4", 7/8", 1" Tiebolt and Tierod Where a Manufacturer's mechanical joint valve or fitting is supplied with 3.Tiecoupling with Tiestop Pin slots for "T" bolts instead of holes, a flanged valve with a flange by ASTM A586, Grade B, Cor—Ten, equal to SuperStar Tiecoupling mechanical joint adaptor shall be used instead, so as to provide adequate SS10 for 5/8", 3/4", 7/8", 1" Tierod space for locating tebolt. 4.Tierod: Where a continuous run of pipe is required to be restrained, no run of ' restrained pipe shall be greater than 60 feet in length betwee fittings. Continuous threaded rod for cutting to desired lengths ASTM A588, Grade B. Cor—Ten, equal to SuperStar the Insert long body solid sleeves as required on longer runs to keep tierod SS12 for 5/8 3/4 7/8", 1" lengths to the 60 foot maximum. Pipe used in continuously restrained runs shall be mechanical joint pipe 5.Tiewasher and tiebolts shall be installed as rod guides at each joint. ' ASTM A588, Grade B, Cor—Ten, equal to SuperStor Tiewasher SS17 for 5/8", 3/4", 7/8", 1" round flat washer Rpe Test Size Pressure Number and Size of Rods Inches PSI 2 4 6 8 10 12 14 24 2 250 3/4" 3 250 314" 4 250 3f4° 6 250 314" 8 250 3/4' 10 250 3/4' ' 12 250 3/4' 14 250 314" 16 250 3/4" 18 250 3/4" 20 250 3/4' ' 24 250 314' 30 200 3t4° 200 1" 42 200 1" 48 200 1° ' 2 5 3 4 PUBLIC WORIS SHACKLE RODDS STD. PLAN - 330.5 DEPARTMENT AND TIE BOLTS N11-kRCH 2010 I WATER MAIN IF ADDITIONAL ADJUSTMENT ' US ENT IS REQUIRED, INSTALL 2-2" CLOSE NIPPLE AND 2-2" 90' BEND, SCREWED ' 2" CLOSE NIPPLE AT THIS POINT. FIELD LOCATE PLASTIC METER BOX IN — — — PLANTER OR CAST IRON BOX IN PAVED OR CONCRETE AREAS. 2" CLOSE NIPPLE 2" 90' ELBOW ' 2" 90' ELBOW 2" GALVANIZED PIPE AS REQUIRED CONCRETE BLOCKING � ` PLAN VALVE NUT EXTENSION AS REQUIRED TWO PIECE CAST IRON VALVE (SEE DWG BR46 / PAGE 8090) , EQUAL TO OLYMPIC FOUNDRY CO. GROUND LINE CONCRETE SIDEWALK STANDARD 8" TOP SECTION, 6" MAX.I� WITH REGULAR BASE SECTION LENGTH TO FIT. , '. 2" RESILIENT SEATED 2 1/2" NST (HOSE) GATE VALVE, SCREWED AND 2 1/2" FNST 2" GALVANIZED CAP WITH GASKET ' PIPE 12" LONG 2" CLOSE NIPPLE 2"x2"x2" TEE AND 2" CAP BETWEEN CAP OR PLUG _ 2" CLOSE NIPPLE BEWTEEN TEE AND 2" 90' ELBOW AND 90' ELBOW. , INSTALL 4 MIL POLYETHYLENE ` 2" 90' ELBOW 18" MAX. °' �.�; ..._ c` =. PLASTIC COVER OVER WASHED GRAVEL. CUT HOLE FOR PIPE l 10 CU. FT. WASHED GRAVEL PASSING ' 1-1/2" AND RETAINED ON 1/4" MESH ' FOR DRAIN ELEVATION �?�Bi iC i"kORI;�' 2" BLOW-OFF STD. PLAN - 340.1 .O� BED_=.RTPJE ;T PERMANENT ASSEMBLY ' t"",°_P 'H 2010 i CONCRETE DEAD MAN BLOCKING WITH SHACKLE RODS TO CAP, BLOCK SHALL BE POURED AGAINST UNDISTURBED EARTH, SIZE OF BLOCK TO BE DETERMINED BASED ON TEST ' PRESSURE OF WATER LINE AND SOIL CHARACTERISTICS. A CAST IRON CAP OR PLUG WITH *{= 2" IPS TAP SHALL BE A ,Zmms . ,. ?-, ROCKWELL 482 END CAP C COUPLING. WATER MAIN 2" GALVANIZED IRON PIPE AS REQUIRED. ' 2" CLOSE NIPPLE 2" 90° ELBOW 2" GALVANIZED IRON PIPE, 12" ' LONG. PLAN TWO PIECE CAST IRON VALVE BOX VALVE NUT EXTENSION IF REQUIRED EQUAL TO RICH VALVE CO. STANDARD (SEE DWG BR46 / PAGE B090) 8" TOP SECTION, WITH REGULAR ' BASE SECTION LENGTH TO FIT. INSTALL 2" 90' ELBOW, SCREWED 2" PLUG, SCREWED °";"�sr; s �e; 18„ <,:__ 2" GALVANIZED IRON PIPE 12" LONG 2" GALVANIZED IRON PIPE AS REQUIRED. 2" RESILIENT GATE VALVE, SCREWED INSTALL 2" 90' ELBOW, — SCREWED 2" GALVANIZED IRON PIPE AS REQUIRED. ELEVATION 2" BLOW-OFF STD. PLAN - 340.2 ==i�►_ DEPARTME'-T TEMPORARY ASSEMBLY z � DIRL-CTION OiF 3" (MIN.) E)" MIN. CMIN.(TYP.) .mil NION (TYP PLAN lI < MAX. i3 N 0 !6"MIN. TO CITY STACKED METER METER S E'C'T 10 N \_6" BOXFS MIN. FR'-E- DOTES: DRAINING; GRAVEL,E 1. ALL DOUBLE CHECK VALVE ASSEMBLIES (DCVA's) MUST BE LIS.-D ON LATEST LIST OF "BACKFLOW PREVENTION ASSEMBLIES APPROVED FOR INSTALLATION IN WASHINGTON STATE", PUBLISHED BY STATE OF WASHINGTON DEPARTMENT OF HEAL TH. 2. THE OWNER/APPLICANT MUST OBTAIN A SEPARATE CITY OF RENTON PLUMBING PERMIT =0R THE INSPECTION OF THE !NSTALLIATION OF THE DCVA AND PIPING. THE OWNER SHALL FURNISH, INSTALL AND MAINTAIN THE DCVA AND ALL PIPING AND APPURTENANCES SHOWN ON THIS PLAN. 3. THE DCVA MUST BE TESTED By A STATE CERTIFIED BACKFLCW ASSEMBLY TESTER AFTER ITS INITIAL INSTALLATION, AFTER REPAIRS AND ANNUALLY THEREAFTER AT OWNER'S EXPENSE. A COPY OF THE TEST REPORT SHALL BE SENT OR FAXED -0 CITY OF RE NTON WATER. UTILITY ENGINEERING DEPT., ATTN: WATER UTILITY CROSS-CON NEC Ti ON CONTROL SPECIALIST, FAX NO. 425-430-7241. 4. DCVA AND METER BOX SHALL BE LOCATED ON PRIVATE PROPERTY AND AS NEAR AS POSSIBLE TO THE WATER METER. I s4"TO 2" DOUBLE CHECK VALVE STD. PLAN - 340.8 PUBLIC WORKS ASSEMBLY FOR IRRIGATION OR DEPARTMENT RESIDENTIAL FIRE SPRINKLER MARCH 2010 1 J oo °sue i y`— V Mo 1 Sl ri 3 - i 7:4 Qo- Jo IR 1�I c F5 9 I„9 „9I a I„g Iq ry °E 15 5 L E d CIO cli ro Co 21 Isa 8 i f�l n to 54 �Q 0 z e I v 11 1 5H v : lam f � ) \ } i � . � � » / £ ee � : : a } � � , . CL) cu JM. ER � : j } � � { )k� � . } \k\) ) ®) () /� ƒ � i\ \/ `� \ � .1 QC-1 i!», L m* zl • Ss, T C _ DC � M cp _ TT 18 x ytyi �� a r 5D ' o 0 c v N y O O G O X d E LL V1 V1 N t+n V1 1 N O .� G � d p > co Y O @ O O O O a G O G O iv _z.. Q < d Q � E E N N O .b U v y v t 3 0 coon p b " °x a 3pbo. 9 W y Y M Y O W , O1 v Vi N N N O O v � d C � C O W -j J o LQ WAIN P, I G II y,�c � f L 3 'LYiiO Bi Ellc \ !' ... _ ,� � _�._,. ....,._.n .✓//2;r� ��,. � P�'! fin... 4 � � g - i 00 � 0 O I H N b E E E v N i N M M M p v 2 N 3 3 A CQ Q J r oW �Lv u 4. k" O O O O �� ❑ � � � � Res %� �' �) X T r f a 8 � ;. v- s mF me oaim.' 7 x. � Q N O O . � u U'1 Il'1 1 d G G F G N C! L M M � N •_... Q ti � .M-i N C d G O O O .� 4 c F_ Er Ell J _ a �r 4 i 1 b0 It I`I u T s :.. Rto z v u V R H w w w W y d V V N O� 00 �O a vl �, vl In Vi M M M M N N N h m H a 4 x u a c c o 0 R E 6 0 o Q J V s = � DC ° 00 cu — N °a q n 3f� 3 y a .d " r Y c c V V V Fi N w iN N W N v y w ,;,d C N 7 f� d .d rc O � N N O � H C L`n �n y o 22 O cd d o 0 0 0 J - Lo ) _O bD C w Y y w d ;3 �:�Sy � hf� � 331;• b a:F � b O C w . y ry v E p rn En VI N N v C � 3 o PQ Q N M 0009:1 ws 6uipuiJABM UMOIUMO(] ---------- I IL' • � ZZO�UV �1Y0-A�F�[PZO'Otl::. ;-•'t''�� i � � ov \o (� _ � \ uMOJUMOQ 7, Ell Ek I IV Lj � E r O \ bu�ipuela41 17 �, voodki aPg-M �. II .1 I City of Renton Contract Provisions for Rainier Avenue S (SR 167) S Grady Way to S 2nd St APPENDIX D Puget Sound Energy Construction Standards Vault Handhole and Padmounted Equipment Location FM W,M, Scope This standard covers the factors that must be considered vi choosing a location for a vault, handhole,or padmounted piece of equipment. It also covers placement requirements related to vehicular or pedestrian traffic. It does not address the location of cables or conduit. In This Standard These topics are covered in this standard: .: :.p :..: . . ... .. . .. -:...see Page.. Definitions 1 Location Requirements 2 Accessibility 2 Working Space 2 Terrain and Retaining Walls 6 Hillholder 7 Soil Conditions 7 Length of Cable Run 7 Operating Rights 7 Easements and Permits 8 Utility Conflicts 8 Vehicular Traffic 8 Pedestrian Traffic 10 Aesthetics 10 Customer Notification 10 Definitions These are definitions of terms used in this standard: -:. :.:.. Def inttlon Term...; ....... . ...:,_ Government Entity A city, county,or state entity that has authority over the Public Thoroughfare in the conversion or relocation area. Public Thoroughfare A publicly owned road,right-of-way or real property that allows for electric utility use. Underground Equipment Vaults, handholes,junction boxes,padmounted transformers, padmounted switches, submersible transformers, and submersible switches. l ©2007 Puget Sound Energy,Inc. Effective on:08115/07 Canceling: 06/01/07 Page 1 of 10 ! Vault, Handhole, and Padmounted Equipment Location i Location Requirements Accessibility Underground Equipment must be readily accessible by workers and equipment during construction and for future operation and maintenance.Workers should not have to climb over or remove obstacles to gain access. Heavy construction equipment must be able to get close enough to the excavation to place the vault in the hole. Consider the underground equipment's weight and the lifting angle and swinging radius of the boom truck when choosing the underground equipment's location. Remember that dump trucks may need access if select fill is used for fill or if excavated material will be hauled away. Working Space A clear and level working space is necessary for the operation and maintenance of Underground Equipment(Figtn es 1-6).The location must allow room to operate a switch handle, completely open a hinged steel door,or use a hotstick to install and operate equipment.In no case shall clearances be less than those required by code from combustible and noncombustible walls,bodies of water, fire escapes,et cetera. See Standard 0700.1500. The working space should be free from obstructions such as trees,shrubbery, poles, buildings, retaining walls, structures, fences,fire hydrants, utility pedestals, decorative screens, ditches,streams, roadways,etc. Consider possible future structures and equipment -which could interfere with clearances and accessibility. Working Space may extend into a traveled roadway under the following conditions: • The equipment is accessible to PSE crews and vehicles for installation and scheduled maintenance work. • When operating the system (such as opening and closing switches)or for unscheduled repair work due to equipment failure: — A PSE truck may be parked in the traveled roadway in the immediate vicinity of the equipment. — The working space is not on a blind corner or blocked from the vision of the on-coming traffic. — Any required traffic control devices shall be limited to those devices that are normally carried on a service truck,which can be deployed by a single lineman/serviceman, and can be left unattended while the equipment is operated. — The working hours within the Working Space(including the roadway portion)are not restricted. — Permission from the Government Entity is not required. — The roadway speed limit in the vicinity of the working space does not exceed 35 mph. r Continued on nest page Effective on:08115/07 02007 Puget Sound Energy,Inc. Canceling:06/01/07 Page 2 of 10 i Vault, Handhole, and Padmounted i Equipment Location r Figure 1 Clear working space for padmount transformers and aboveground J-box enclosures } 'Vault Lid . . -: 18"Min 6. 36".-► Min Equipment_ Access Door. 10'Min N., Equipment Cooling Access.Door • Fins `- 18"Min Figure 2 Clear working space for vaults containing submersible transformers, switches, and J-boxes ROAD SIDE(PREFERRED) 3'Min ,Vault Lid o � Min _� t Min . W Min rFIELD SIDE(PREFERRED) NOTE: Six feet of working space is required from the side of the vault opposite the Interior wall where a J-box is installed.if J-boxes are mounted on multiple walls,six feet of working space is required In front of each J-box. Conthured on uev/page ©2007 Puget Sound Energy,Inc. Effective on:08/15/07 Canceiing:06/01/07 Page 3 of 10 's t Vault Handhole, and Padmounted Equipment Location �r Location Requirements, Continued Figure 3 Clear working space for padmount switches . 24"Min Equipment Equipment . •Acce$s.Door` ':I:^_� z�---- --- - - - - Access Door _�- :y - 10 \ % jp, Min Min 10'Min �� 10'Min 'Equipment - - � ��;�:��=-�-�-�. _ - - Equipment Access Door. Access boor - - FrC';, Min:•' •r•..1 Vault Ld 18"Min Figure 4 Clear working space for padmount switches rotated 90 degrees on the pad Equipment Access.D4of . '. ','.' 24"Min - - = - - Equipment _L= _ Access.Door .vault Ud ,•,a _ — —_-_ - _ 4' ... !pr..(� _5 - 10'Min Min ,.,1..S•,-•�-., - - 24"Mi n ll ..Equipment ..Access Door '.' Equipment Access Door. Continued on next page Effective on,08/15/07 ©2001 Puget Sound Energy,Inc. Canceling:06/01/07 Page 4 of 10 I Vault, Handhole, and Padmounted Equipment Location fI 1 Figure 5 Clear working space for 12 kV, 200 A primary metering cabinets Vault Ltd._ 18"Min ..Equipment I - _ .Access Door' ' Min w - w .Access Door.: - 18 - ." M n Min i Figure 6 Clear working space for 12 kV, 600 A and larger primary metering cabinets Vault Ltd 18"Min -_-- _-„�7;.V= Equipment - _ `access Door.-. . �_ �-r��-��fit'• �:� - - ” - _ 10'Min. .�- f� Min - T =zT x-- i - u ment - q � a er i - - `�ompeim�ntFV Access Door. J. Min 3 Min i Continued on nest page ©2007 Puget Sound Energy,inc. Effective on:08/15/07 Canceling:06101/07 Page 5 o€10 Vault, Handhole, and Padmounted Equipment Location Em ME i Location Requirements, Continued Terrain and Avoid placing equipment where a slope makes it difficult for the worker to stand and operate Retaining Walls the equipment or where it is subject to landslides or drainage wash.When practical, restrict the slope to a one-foot rise over a three-foot run(Figure 7)within the clear working space. Terracing of the site and/or adding a retaining wail may be required to protect the equipment and provide adequate working space. Working space requirements shall be maintained from the equipment to the retaining walls. The customer is responsible for the installation and maintenance of retaining walls of sufficient strength and suitable construction to meet this requirement(Figure 8). Figure 7 Recommended slope within the clear working space Slope should not exceed a 1'vertical = _ rise to a W horizontal run(N:3H). Verttcal Rise, 3 -► Eke. �;��i t��.yi.,.. Horizontal Run Figure 8 shows clear working space from a transformer to a retaining wall.See Standard 0700.1500 for information on clearances from other objects. Figure 8 Transformer to retaining wall clear working space Retaining Wall Ir 31 �_; Mtn 10'Min Clear Working Space ..fi t �.__ y> , > >• , '2,t l;. tlyy t10 Conthuted on nest page Effective on:08/15/07 02007 Puget Sound Energy,Inc. Canceling:06/01/07 Page 6 of 10 Vault, Handhote, and Padmounted Equipment Location i E Hillholder Hillholders may be used for single-phase minipad transformers on gentle slopes to prevent the soil from sloughing into a transformer. See Standard 6775.0700 for additional information. When properly installed,hillholders are not considered an infringement into the required clear working space. Soil Conditions Avoid placing vaults in poor or unstable soil conditions which may require special construction methods such as pilings or rip rap. Contact the Civil Engineering Group when poor soil conditions are unavoidable. Select backfill may be required to replace undesirable material. Length of Cable A vault location may need adjustment, or additional vaults may be required, so that the cable Run pulling limits are not exceeded. See Standard 6825.6150 for additional information. Operating Rights Table 1 gives the location requirements for various types of construction. Table 1 Location requirements for various types of construction pe of Location Requirements ..:.: ;. .: . Conversions for See Schedule 74 for the requirements concerning the location of Governmental underground facilities in an underground conversion area for those Entities(Sch 74) applications that meet the tariff requirements. Conversions for If the existing overhead facilities are on private property, locate the customers other new underground facilities on private property. than Governmental If the existing overhead facilities are on a public thoroughfare,it is Entities(Sch 73) preferred to locate the underground facilities on private property, although they may be located on a public thoroughfare, at the sole discretion of PSE if the requirements of this standard are met. New Developments In new developments, locate Underground Equipment on private property when the requirements of this standard can be met. When extending a new power line along a Public Thoroughfare that is not bordered by the new development, the Underground Equipment may be located on the Public Thoroughfare,at the sole discretion of PSE if the requirements of this standard are met. Relocations When relocating Underground Equipment that is on private property, locate the new Underground Equipment onto private property. When relocating Underground Equipment that is on Public Thoroughfare,it is acceptable to place the new Underground Equipment on public thoroughfare, at the sole discretion of PSE,if the requirements of this standard are met. I kEk I 02007 Puget Sound Energy,Inc. Effective on:08/15/07 Canceling:06/01/07 Page 7 of 10 f �I Vault, Handhoie, and Padmounted Equipment Location 1=11 1 Location Requirements, Continued Easements and See Standard 0350.1000 for information and requirements on obtaining easements and Permits permits. In general,easements are required for cable,equipment, and operating space located on private property. If a piece of equipment is located entirely on property Parcel A(either Public Thoroughfare or private property), and the required work space overlaps onto private property Parcel B, an easement must be obtained for that portion of the working space on Parcel B. When working near water or wetlands,additional permits may be required from various agencies, including: • Washington State Department of Fish and Wildlife • Department of Ecology • Corps of Engineers,and • Department of Natural Resources These permits may take a long time to acquire, so consideration should be given to avoiding areas where these permits are required. Contact the Municipal& Land Planning group for additional information and assistance. Utility Conflicts Vaults or handholes shall not be placed on top of PSE's or another utility's facilities. Vehicular Traff ic Table 2 gives the location requirements for Underground Equipment that is subject to vehicular traffic. Effective on:08/15/07 02007 Puget Sound Energy,inc. Canceling:06/01107 Page 8 of 10 VaUltHandhole, and Padmounted Equipment Location Table 2 Location requirements for equipment that is subject to vehicular traffic .-Type of Equipment.: :-::_'..::°::'`,:.:>;.:? _ :::;::::_.::`:::.;. :L.oca#ion requirements: Pulling Vaults Do not place vaults in road intersections or crosswalks. Use cast-iron manhole covers on pulling vaults in areas that are subject to normal roadway traffic. When installed in a driven lane, the vault should be placed so the covers fall between the wheel paths. Vaults installed within a road shall include one 6-inch and one 12-inch ring riser to accommodate potential grade changes and to allow adequate backfill depth over the vault. Junction Boxes Vaults with plate doors and ventilated doors should not be used in and Submersible areas subjected to normal roadway traffic. Commercial parking lots, Equipment Vaults truck bays, commercial/industrial driveways,et cetera fall into this category.The reasons for this are: ■ The doors have a history of warping and breaking. ■ The hold-down bolts tend to work loose,so the doors bang loudly when cars drive over them. a Gravel and debris tends to pack in and jam in the doors so they will not open. See Standard 6775.0030 for additional information. When in parking lots,locate equipment in planter strips or in landscaped areas when available to avoid having cars parked over the vault when the equipment needs to be operated or maintained. An existing lid with standard plate doors may be replaced with a more durable"stealth"door lid that uses 4 lock-down bolts or a heavy-duty full traffic lid.These lids are special order material that may be appropriate where existing vaults are difficult to relocate. Contact the Standards and Compliance Department for application and use. Vaults installed in pavement or sidewalks shall include an adjustable cover to accommodate potential grade changes. Padmounted Visual Obstruction Equipment Do not place padmounted equipment where it creates a visual obstruction to traffic. Control Zone Padmounted equipment shall not be located within control zone areas. Contact the municipality's traffic engineer to determine the control zone requirements. If Padmounted equipment is located near a private roadway that is not covered by a municipality's control zone policy, and the traffic on the roadway is expected to travel at greater than 10 mph,follow the control zone requirements of the county in which the private road is located. Guard Posts See Standard 0700.1600 for information on the use of guard posts. _J Continued on next page @2007 Puget Bound Energy,Inc. Effective on:08/15/07 Canceling:06/01/07 Page 9 of 10 Vault, Handhole, and Padmounted Equipment Location i Location Requirements, Continued Pedestrian Traffic Place padmount equipment so that it is not an obstruction to pedestrians. Locate vaults to minimize tripping or slipping hazards. Locate access openings so that barricades or other suitable guards can be placed to protect the opening when it is uncovered. Standard slip-resistant diamond-plate doors are appropriate in non-pedestrian traffic applications for vault and handholes. Aggressive traction"anti-skid" doors are required on all vaults placed in sidewalks or other pedestrian traffic locations. Aesthetics Consider the visual impact to the customer and the public when choosing a location for vaults or handholes. Customer Notify the property owner or customer of Puget Sound q y Ener g 's requirements, including the Notification need to keep a clear path to and working space for the Underground Equipment during the life of the installation. References The following Puget Sound Energy documents apply to this standard: 0350.1000 Easements 0700.1500 Clearances for Oil-Filled Equipment 0700.1600 Guard Posts for Padmounted Equipment 6775.0030 Vault and Handhole Selection and Application 6775.0700 Using and Installing Hillholders 6825.6150 Cable Pulling Calculations Sources NESC 323 Manholes,Handholes, and Vaults 380 Equipment —General 382 Equipment —Location in Underground Structures WAC 296-45-48515 Access and Working Space I WSDOT Design Manual,Pedestrian Design Considerations ,I I Effective on:08/15/07 @,2007 Puget Sound Energy,Inc. Canceling:06/01/07 Page 10 of 10 General Vault and Handhole Installation Scope This standard describes the basic installation procedures for electric and gas handholes and vaults. 1 For more detailed requirements on manhole vault installation,refer to Standard 6775.0050. In This Standard These topics are covered in this standard: 0 Page. T P Ic Safety Requirements 1 Confined Space 2 Permit Requirements 2 Environmental Requirements 2 Vault Delivery and Boom Truck Capacity 2 Before Installing the Vault 4 Basic Vault Excavation 4 Setting the Vault 5 Backfilling and Finishing the Installation 8 Safety Requirements Be aware of hazards when excavating and installing vaults and handholes.To avoid personal injury or damage to equipment or materials,follow safe procedures and use correct equipment when lifting, transporting, and setting precast concrete handholes and vaults. Refer to PSE's Employee Safety and Health Program. Tailgate Meeting A job planning(tailgate)conference shall be held prior to starting work. Crews shall be briefed on the content of the job and shall examine the worksite for unsafe conditions. ■ The worksite is properly barricaded and appropriate warning signs are used. ■ When workers leave the area,holes are covered or barricaded with approved barriers or guards, and clearly marked to prevent injury or damage to the public. Public Safety Maintaining public safety is part of the job.Ensure that: ■ Equipment or material is not be left in a condition that will create a public hazard. ■ After dark, approved lights,reflectors,or similar devices are used. 02007 Puget Sound Energy,Inc. Effective on:06/01/07 Canceling:03101/07 Page 1 of 10 General Vault and Handhole Installation e I I 1 Confined Space Electric For electric vault and handhole installations, refer to Standard 0100.2310 for safe work Installations practices. Gas Installations For gas vault and handhole installations, refer to Field Procedure 4800.1000 for safe work practices. Permit Requirements Work shall be performed in accordance with the requirements of Iocal jurisdiction and/or any permits issued for the repair. Where permit requirements conflict with this standard,contact the Standards and Compliance Department for a variance request prior to proceeding with the repair work. Environmental Requirements Temporary erosion and sediment control requirements must be identified and appropriate controls installed prior to beginning any excavation,trenching, or dewatering procedure. Refer to Standard 0150.3200 and/or local jurisdiction requirements. Vault Delivery and Boom Truck Capacity Order In Advance For prompt delivery,place vault orders a minimum of 48 hours in advance.For noncoded or custom vaults, tip to four weeks may be required from time of order to delivery.A specific delivery schedule can be obtained from the manufacturer when the order is placed. Preparing for The cost of coded standard vaults includes delivery to the job site and vault setting by the Delivery manufacturer. Some larger special order vaults include delivery only;Puget Sound Energy ` must supply a 35-ton crane to set these vaults. To ensure successful delivery, the following conditions must be met: • The job site and vault setting location must be accessible without requiring pushing or towing of the manufacturer's delivery truck. I • The excavation shall be properly prepared and ready to receive the vault.All excessive standby time resulting from the lack of or incomplete preparation at the job site by Puget Sound Energy or its contractor will be charged for by the vault manufacturer. • The vault must be accurately set,since the manufacturer's delivery truck will make no adjustment after its initial installation. Continued on next page Effective on:06/01/07 ©2007 Puget Sound Energy,Inc. Canceling:03/01/07 Page 2 of 10 I General Vault and Handhole installation + + + i Vault Company Boom delivery trucks generally meet one of the following lift capacities: I Boom Truck 7. Capacities 7ruc[c`Boom_Lift.Range- _::'Sidell t Capacity..: Rear.L►ft Capacity.:;`.':.:=._:.;`.. ;Za?Maximum:Range. . Q Maximum Rana 20 ft Max 13,000 lbs Max 15,000 lbs Max 29 ft Max 6,800 lbs Max 7,300 lbs Max Figure 1 Boom truck lifting capacities t':v_:�Sli":�1)•: _rl'::aal''.j¢:i)";XF�`{` '�%:tiC'i.�"�:Ci:�ira�Ci Ce�-t,�ii:%i;.�a;C51:.�e;91".�i. A-Rear Range 20 ft.Boom Truck Crane Capacity Range A SIDE REAR 8'-0" 28,500 lbs 28,500 lbs 10'-0" 27,0001bs 27.500 lbs 151-0" 22,0001bs 24,500lbs 20'-0" 13,000 lbs 15,000 lbs 29 ft.Boom Truck Crane Capacity Range A SIDE REAR 8'-0" 20,000 lbs 20,000 lbs o0 00 101-0" 20,000 lbs 20,0001bs 151-0" 20,000 lbs 20,000 lbs 20'-0" 13,170 lbs 16,150 lbs 77,<77 777`:'•:: ,:�.i 7-77ti�.�%•;ti1' 25'-0" 8,560 lbs 9,860 lbs 29'-0" 6,860 lbs 7,390 We � 18'-0"Firm Ground �---A-Side Range When delivery trucks position their boom riggers, the lift range will decrease if the riggers cannot be fully extended. NOTE; If there are curbs,sidewalks, and other obstacles in place; the maximum lift range will further decrease. Manufacturer's delivery truck may not be able to set a vault when an excavation site is not accessible due to poorly designed vault placement or temporary construction obstacles.Any third party who lifts a vault, must follow proper lifting requirements noted in this standard. Continued on next page ©2007 Puget Sound Energy,Inc. Ettective oil:06/01/07 Canceling:03/01/07 Page 3 of 10 General Vault and Handhole Installation , 1 1 Vault Delivery and Boom Truck Capacity, Continued Vault Inspection Vaults shall be inspected and accepted before being unloaded or installed. Verify that the vault and lid are the correct size with the appropriate accessories.Do not accept or install vaults or accessories with structural problems such as: • Cracks radiating from the lifting inserts. • Exposed reinforcing. • Cracks or damage that will impair strength or watertightness. If the problem is minor and can be repaired by the manufacturer at the the worksite, install the material and contact the Storekeepef-who will arrange repairs with the manufacturer. If the vault is defective or the incorrect size, contact the Storekeepe►-who will contact the manufacturer and have the material replaced. Damage occurring after delivery is not the responsibility of the manufacturer. Before Installing the Vault Ensure the following tasks have been done before excavating for the vault: • Contact local government agencies when required. • Locate and mark underground utilities. • Determine the vault's location and establish the site's finished grade. • Identify and install required erosion and sediment control structures. Refer to Standard 0150.3200 and local jurisdiction regulations. Basic Vault Excavation Excavation Shoring Excavations over 4 feet deep shall be shored or sloped before any worker enters. Manhole shoring boxes are available from rental companies. On deep excavations where it is impractical to shore or slope,the vault hole can be over-excavated by 8 to 10 inches and then raised to depth with crushed rock.The excavation can then be leveled from above with a backhoe before the vault is set.A transit may aid in establishing the correct grade. Unstable Soil In areas such as river valleys where there is a high water table, several things can be done to minimize construction problems due to soil caving into the excavation: • If the problem is severe enough, the area around the excavation site can be dewatered with well points and pumps before digging. • A manhole shoring box can be rented. • Sheet piling and jacks can be used for larger or deeper excavations. Continued on nest page Effective on:06/01/07 02007 Puget Sound Energy,Inc. Canceling:03/01/07 Page 4 of 10 I General Vault and Handhole Installation Excavation Follow these steps to excavate for the vault. Procedure ep... Aft ..... - 1 Determine a suitable place to put the spoils, at least 2 feet from the edge of the excavation and per local jurisdiction requirements. Consider sediment control requirements in accordance with Standard 0150.3200. 2 Dig a hole large enough to accommodate the vault and allow for easy installation i and compaction.A minimum clearance of 6 inches is required around the sidewalls of the vault. 3 Remove debris and level the bottom of the excavation. 4 Prepare the bottom of the excavation so that the vault will rest on solid undisturbed earth with a 6-inch base of crushed rock.This prevents vault settling and conduit or pipe breakage. Setting the Vault Vault Storage Set vaults and handholes using the vault manufacturer's delivery truck whenever possible. If this is not possible or practical, store the vault on firm level ground. Vaults and lids are subject to damage if stored on uneven terrain. Lifting When rigging for a vault lift, all provided lift points must be utilized.When lifting handholes 4'-8" x 7'or smaller, at minimum use either 6-foot slings(MID 7487600)or a spreader bar. The increased angle created by using a sling any shorter than 6 feet may stress the vault walls to the point of collapse.For larger vaults, the lift rigging length must be 2-1/2 times the longest distance between lift points. • Vaults lifted im r.o erl c_-an catastrophicall fail drig the Jif..:: Flooded Larger vaults will float if the excavation is flooded. Do not lower a vault into a flooded Excavations excavation until as much water as possible has been removed. If an excavation is to be left open in saturated soil where the water table is likely to rise and fill in the hole, it is helpful to allow water back into the vault to prevent the vault from floating to the surface.To protect against flotation, create a small hole in the vault wall for water flow,using an available knockout. Be sure to seal any holes with grout when work is complete. Continued on ne-rt page t 02007 Puget Sound Energy,Inc. Effective on:06/01/07 Canceling:03/01/07 Page 5 of 10 General Vault and Handhole Installation Setting the Vault, Continued General Vault Follow these steps to set the vault. Setting Procedure St 1 Set the vault into the excavation in correct alignment with the trench, so that pipe or conduits can be brought straight into the vault.Be certain that: ■ The vault is level, square with adjacent structures, and at the proper grade. ■ The vault is square with sidewalks and curbs where applicable. ■ If final grade is sloping, adjust the vault cover to match. • The cover is aligned so that it is not necessary to stand on the open lid while operating equipment inside the vault. ■ The sump is located at the same end as the entrance cover. 2 Keep vault key ways,gaskets, and joints free of dirt, rocks, and debris. 3 Install mastic gasket(provided by the manufacturer)between the sections of multisection vaults. ■ Remove all protective paper from mastic. ■ Place mastic gasket on outside edge of joint or in tongue and groove joint. ■ Butt mastic end to end with no overlapping joints. Adjusting to Grade All vaults shall be set to a depth that meets the following requirements: ■ The vault shall not present a tripping hazard. Vaults set in pavement or in a sidewalk shall match final grade. Vaults abutting a sidewalk or pedestrian walkway shall be set to match the final grade unless a guard is in place,or the situation is such that pedestrians will not trip on the vault. • The vault shall be set high enough to keep dirt,bark, grass,landscaping, gravel, et cetera from covering the top of the vault. Generally, this meanszsetting the vault 2 inches abovegrade in areas that will be landscaped.The exception is secondary handholes, which are always set flush with final grade. • The minimum cover over the cables and conduits shall be obtained. ■ No holes in the side of the vault shall be exposed. ■ On the minipad, the Unistrut shall be a minimum of 6 inches belowgrade. *i ng-e'.I ctric 687.Vista vaults to finaLuade-i :dritical.-These; :vault aids tannot be ;adiusted' m* or:*pi than.-3inches or else the Switch 9: pq4png accessbecomes+.AxOO41r0q If a Vista . ...................... d-must.beadjusted more--than.* .3.M' c*h h b --'!"he' ht*a n s:-in�acco and Justment�sta d. rdance; th-St md 6050.2000.,::......... Continued on next page Effective on:06/01/07 @2007 Puget Sound Energy,Inc. Canceling:03/01/07 Page 6 of 10 i General Vault and Handhole Installation i 1 I . I Figure 2 Installing adjustable vault lids Machine Bolt(MID 1191700)1"dia x 14"long. Screw in bolt as needed to raise lid to grade. 1 Remove bolt and grout bolt hole(4 places) after grout has set and lid is supported. �!•��i. ;�,; _ Install felt joint around vault perimeter to!'!?i'� !';.f-!..r.• when installed in concrete pavement. '.! --IV"Max Adjustment Varies as required to match grade. - Vault riser(s)as required for adjustable lid. Install and mortar 4"x 8"x 2" concrete bricks(MID 9996191) as needed to match grade,then mortar ail remaining gaps and Interior surface area with nonshdnk grout(MID 7658100). Vault Removable Bolt Galvanized Steel Tube 1"Dia x 14"long (installed by vault manufacturer) (MID 1191700) NOTE: If more than 5"of height adjustment is 'jT'' �•r' ''� needed,use standard or custom concrete vault ��;t.��•:- ••�-•: ••� risers as required. .; .` 5„Thread Length Square Nut Welded to Tube -� (Installed by vault manufacturer) Adjustable Bolt Detail CAUTION!s D0 .110t use..conduit sealing foam as:a�substitute for.grout:Foam is not structural and can contribute to.vatilt-lid failure if applied in place:af grout -failure .:.:.......... ..... Vaults Installed In Vault lids installed in concrete surfaces, such as sidewalks, shall be felted on all sides to Sidewalks allow future removal of the lid. I 02007 Puget Sound Energy,Inc. E fective on:0$101/07 Canceling:03/01/07 Page 7 of 10 i i t i General Vault and Handhole Installation rI Backfilling and Finishing the Installation Factors that Affect Vaults lack sidewall strength unless the risers and cover are in place. If it is necessary to Sidewtall Strength backfill without the cover in place, temporary internal shoring will be needed to prevent the vault from collapsing. If a vault is backfilled with CDF, FTSB, or vet material, or if large amounts of water are allowed to saturate the backfill material before it can become compacted, the vault walls may collapse. Use internal shoring as required. Do;not.backfill_until4be=:vault is:com letel`:_asserilbied =Careless;backfillin P Y _ g cause the sidewalls to collapse,::.... -,._:.::_.: .....::.._,.. . • ;_.: Knockouts Knockouts are provided in various locations. Any knockout section may be completely removed without impairing the strength of the vault. Remove knockouts from the inside of the vault. Do not remove any portion of a vault wall other than the knockouts. .°:Removal..Qf:concrete;walls':other:.tlianat_knockouts;can.reduce:vault_sidewall strength:.... and'cause failure;:of the vault under traffic conditions. ' Backfill Material Backfill around vaults should consist of good compactible material such as clean earth fill, crushed rock, flowable fill (CDF or FTSB), or sand. General Baekftiling Follow these steps to backfill and finish the vault installation. Procedure and Adjusting to Finish Step. . Grade I Install piping or conduits. 2 Seal openings in the vault floor or walls with grout to prevent dirt and water from entering.This also prevents soil settling around the outside of the vault. 3 For vaults with adjustable lids,insert machine bolts into the lid adjustment tubes at each corner and raise lid to finish grade.(See Figure 2.) 4 Adjust the vault cover to final grade using bricks, shims, or additional risers and grout. NOTE: Do not exceed a 5-inch brick and mortar adjustment to achieve the proper grade. If more than 5 inches is needed,use an additional riser. Do:not.shim:or brick:interlocking�ault.lids or:the:vault.:: : may collapse Raise.to fu ished:_grade by using: additional.keyed risers, Continued on neat page t Effective on:06/01/07 ©2007 Puget Sound Energy,Inc. Canceling:03/01/07 Page 8 of 10 � r General Vault and Handhole Installation ff O + I Mil Step Action =::.: r5 Use a mortar mix grout for securing all risers,covers, and extensions. Strictly E follow the grout manufacturer's instructions. • Each brick and shim shall be completely mortared into place on all sides so that no gaps remain. • For a proper bond,moisten the concrete surfaces before applying the grout and follow the grout manufacturer's instructions. • Apply grout so that it fills the voids in all the joints. NOTE: Do not use conduit sealing foam in place of grout. 6 For vaults with adjustable lids, remove all machine bolts after grout is set. • Do not_cut.'off;boltsin:theaiijustment tubes or-in;any...:. �vay use bolts as permanent means of support for vault . r nsee id The hd quatelysupported un.pss grouted rn`:place and bolts removed 7 Completely assemble the vault before backfilling.Backfill and tamp to 95% compaction, as required(refer to Standard 6790.0250). 8 Backfill in a uniform manner such that the differential height of backfill does not exceed 12 inches around the vault. Ill backfill Then:;:;_:::::;.. ......:, :.....,,...:........:....,.....,. . .. . . ...... ... . Compatible soils,crushed rock,or Backfill progressively in maximum sand, of 18-inch lifts on all sides of the vault and compact each lift thoroughly. Flowable fill(CDF or FTSB), Backfill of the entire excavation depth requires internal shoring in the vault.Alternately, the flowable fill can be placed to Half the height of the vault and allowed to cure for 24 hours before the backfill is completed. ' No voids should remain between the vault walls and the sides of the excavation. The backfill material around vaults set on public rights-of-way, such as within sidewalks,shall have a minimum 95% compaction or in accordance with jurisdictional requirements. 9 Remove mud and debris from the vault interior and secure the vault. • Cap the lifting inserts with plastic caps. ■ Lock and secure lid with the pentahead bolts. • Cover and secure open access holes before leaving the site. 10 Remove all spoils and construction debris from the job site. r 02007 Puget Sound Energy,Inc. Effective on:06101/07 Canceling:03/01/07 Page 9 of 10 General Vault and Handhole Installation it i I References The following Puget Sound Energy documents apply to this standard: Gas Field 4800.1000 Confined Space Entry for Gas Vaults Procedure Standards 0100.2310 Rescue and Enclosed Space Entry 0150.3200 Techniques for Temporary Erosion and Sediment Control 6050.2000 Single-Phase Secondary Handhole 6775.0050 Manhole Vault Installation 6790.0250 Soil Compaction I Effective On:06101/07 ©2007 Puget Sound Energy,Inc. Canceling:03/01/07 Page 10 of 10 1 Using and Installing Hillholders MM i Scope This standard covers the use and installation of preformed fiber-reinforced plastic retaining walls("hillholders'). Environmental Requirements Temporary erosion and sediment control requirements must be identified and appropriate controls installed prior to beginning any excavation, trenching, or dewatering procedure. Refer to Standard 0150.3200 and/or local jurisdiction requirements. Purpose of Hillholders tWhenever a cut is made into sloping terrain to allow for the placement of padmount or submersible equipment, the potential for dirt and rocks sloughing onto and around the back and sides of the equipment is a concern. This can cause: ■ Corrosion ■ Damage to the equipment finish w Possible shifting of the equipment off the pad ■ Restricted ventilation for padmount transformers ■ Unsafe footing for operating personnel Prefabricated hillholders provide protection for single transformers and other padmounted equipment. A hillholder can be installed at the time equipment is installed or added to existing installations. Hillholders are not recommended for slopes adjacent to submersible equipment to ensure vaults remain accessible-and equipment is operable. ' When to Use Use a hillholder for padmounted equipment when: Hillholders ■ A retaining wall 14 to 30 inches high is needed. 1 ■ A slope is in excess of 1 foot rise for each 3 feet of horizontal distance. NOTE: For a retaining wall less than 14 inches,use treated railroad ties or modular concrete ' blocks. Clearances Clearances for hillholders around oil-filled equipment shall follow Standard 0700.1500. Continued on tit page 02007 Puget Sound Energy,Inc. Effective on:06/01/07 Canceling:07/12101 j Page 1 of 5 Using and Installing Hillholders o l 11 Purpose of Hillholders, Continued E Select the Correct The dimensions of the padmount equipment and/or vault must be known so that a hillholder Size of the proper size can be selected. Table 1 lists dimensions and typical applications for the various sizes of hillholders commonly used. Other sizes are available as noncoded items. Table I Dimensions and typical applications for commonly used hillholders :Dlmensfons.,in. MID 1lel h#H._: '_ nsfdeW I. I f) :' :_.;;: _ :;;'_`_:.'::`. ;::'_' ::'........ . ..t.. .-.,,,:.`; g i ...:..: . .... .....ns_de. APOW ton ..:: .. 7661503 16 44 48 15 kV minipad transformer up to 75 WA J-box enclosures(single-phase) 7661508 32 44 48 Same 7661504 16 66 48 15 kV minipad transformer 100-167 kVA 35 kV minipad transformer(all sizes) 7661509 32 66 48 Same 7661510 32 78 48 Special applications Figure 1 Typical hillholder design H .. . - __ -- D I Effective on:06/01/07 02007 Puget Sound Energy,Inc. Canceling:07/12101 Page 2of5 Using and Installing Hillholders I Installation Follow these steps to correctly install the hillholder. step AcUon:: 1 Check the slope where the hillholder is to be installed and confirm that the hillhoider's height is adequate. 2 Excavate into the hillside and prepare a level area of sufficient size for the vault and the hillholder. Do not disturb any more of the hillside than is necessary. 3 Prepare the excavation and install the vault. Refer to Standard 6775.0040. 4 Backfill the excavation to within 4 inches of finished grade. 5 Level and tamp the soil around the edges of the vault. Refer to Figure 5. NOTE: The inside opening of the hillholder should be slightly larger than the vault and/or vault lid.This allows the hillholder to be installed around the outside of the vault.The vault will help to anchor the hillholder in place and prevent movement. For an Existing . .To add a hillholder to an existing installation, excavate a suitable area 4 inches deep around Installation the perimeter of the vault.Level and tamp the soil around the edges of the vault. Specific Hillholder Figures 2 through 5 illustrate the proper placement of the hillholder for various situations Situations that may be encountered in the field. NOTE: Whenever possible,install the hillholder to allow for vault lid removal. Figure 2 Minipad handhole installation Tamped = Hillholder Soil y{y_;•`; ti`: ,:`•::;:• :. `'` ��";';Z,• ...,r ;:.'<<<, Tamped Soil '? Tamped ; Soil Handhole SIDE VIEW Position the hillholder along the rear of the minipad handhole. Fill all spaces between the two with tamped soil. Continued on next page , 02007 Puget Sound Energy,Inc. Effective on: 06/01/07 i Canceling: 07/12/01 E Page 3 of 6 1 1 Using and Installing Hillholders Elm I , I Installation, Continued Figure 3 Minipad handhole installation adjacent to sidewalk Hillholder Tamped Soil Tamped Soil Sidewalk Tamped j — Handhole :•T:.,, ._i Soil -- :.: /:>.. ;\ SIDE VIEW Sidewalk ---- 1 M If a sidewalk is available in a suitable location,butt the front edge of the hillholder against the sidewalk. Fill the space.around the vault with tamped soil. Figure 4 Larger vault installation Hillholder DA Bolts DA Bolts I ► Handhole—.� fc ill ��n I I_a-0�-- L- —J SIDE VIEW \QXI i If the hillholder must be set on top of a larger vault, drive two 18-inch machine bolts into the ground at the back edge of the vault to prevent the hillholder from sliding forward. The bolts should extend several inches above the top of the vault. Place the inside edge of the hillholder against the bolts as illustrated. Continued on nest purge Effective on:06/01/07 9)2007 Puget Sound Energy,Inc. Canceling:07/12/01 Page 4 of 5 i Using and Installing Hillholders , 11 Figure 5 Grade of backfill around hillholder 4.� Soil or Gravel Lawn 1 \\ 1 . tit`�\�,, 'ZZ.l�t1;:��,�� \t-.��`��';�ti ! 1 ! 1 After the vault and the hillholder are set in their final positions, carefully backfill around the hillholder and compact the soil in 12-inch lifts to the level of the surrounding grade.The grade on the backfill at the rear of the hillholder will depend upon the condition of the hillside. If the hillside is a lawn, then the slope of the hillside should match the slope of the hillholder as closely as possible. If the hillside is of loose material or soil,make a small depression or trench of approximately 2 or 3 inches behind the hillholder. References The following Puget Sound Energy documents apply to this standard: 0150.3200 Techniques for Temporary Erosion and Sediment Control 0700.1500 Clearances for Oil-Filled Equipment 6775.0040 General Vault and Handhole Installation ' Sources Associated Plastics, Product Catalog 02007 Puget Sound Energy,Inc. Effective on:06/01/07 Canceling:07/12/01 Page 5 of 6 NO. t sv: ............ ............ ---------- ---------- n Pedestals and Installing Secondary Handholes in Residential Plats + + I Scope This standard covers the procedure for installing secondary handholes and above-grade secondary pedestals in an underground residential plat with an all-conduit system. Environmental Requirements Temporary erosion and sediment control requirements must be identified and appropriate controls installed prior to beginning any excavation, trenching,or dewatering procedure. Refer to Standard Practice 0150.3200,"Techniques for Temporary Erosion and Sediment Control,"and/or local jurisdiction requirements. Required Materials These are the materials you will need for installation of both pedestals and handholes. If you are only installing one of those components,then use the appropriate material. Item::.: Secondary Pedestal 9" x 14" 7663501 Handhole 13" x 24" 7664300 Handhole 17" x 30" 7664500 Bend 2" PVC DB120 90 deg 24"R 7635300 Bend 3" PVC DB120 90 deg 24"R 7635400 Coupling 2" PVC 7641700 Coupling 3" PVC 7641800 Conduit Cap Plug 2" 7643000 Conduit Cap Plug 3" 7643100 Foam Sealant 7643502 1 Blank Yellow Tags 3861101 Connectors as appropriate --- 1 PVC conduit as appropriate --- The Process There are 21 steps detailed in this standard. Follow ste ..-:. : .it ou.are instailin - Y 9• p. Pedestals or Handholes 1-6 ' Pedestals only 1-14 Handholes only 1-6, 15-21 02007 Puget Sound Energy,Inc. July 12,2001 Revision 2 Page 1 of 4 Installing Secondary Pedestals and Handholes in Residential Plats Pedestals and Handholes These steps apply to installing all pedestals or handholes. Step. Ac#ian Diagram 1 Glue a conduit coupling onto the ®� spigot end of a 2 in, or 3 in. DB120 PVC 90 deg 24-inch radius bend. r 2 Group the conduit bends together at R s°x,4" Max. the pedestal site on the field side of the trench. , I Trench 12" 3 Cut the conduit runs to length and f Tape wrap glue them into the bellend of the conduit bends. 4 Wrap the bends together with sand Base electrical tape to hold them in position. \\.;\ \ w;\ \\:�\W'W.;W.;\\: S Glue three-foot lengths of DB120 onto e� the bends to extend them above finished-grade. 21" Grade 3g" it 6 Install cap plugs into the conduit 42^ openings to keep the conduit clean Deep during backfill. July 12,2001 02007 Puget Sound Energy,Ina_ Revision 2 Rage 2 of 4 ! Installing Secondary Pedestals and Handholes in Residential Plats Pedestals If you are installing pedestals,continue the process with these steps. W. Di 7 Backfill the trench. 8 After the trench has been backfilled,dig out the soil 10 in. deep around the conduits. 2' 9 Cut the conduits off a few inches below grade. 10 Set the base section of the pedestal over the conduits and backfill around its perimeter. 11 Install the secondary cable into the conduits. 12 Make up the secondary connections so the wig connector bars are ac up to six staggered, like stairs. 3"conduits. Connector bars NOTE: The neutral shall be staggered connector bar should be Neutrals shall be the lowest and in the in the front 13"to" front. Label 10, 13 Seal the conduits with t I expanding foam sealant V to stop silt from Conduit shall wig ,accumulating in the with fom 12' duct run. Typical 24-radius DB 14 Label the neutral cables co 120 PVC nduft at bows with yellow tags to identify the lot number or service address. 1 1 02007 Puget Sound Energy,Inc. July 12,2001 Revision 2 Page 3 of 4 it Installing Secondary Pedestals and Handholes in Residential Plats I Handholes If you are installing handholes,continue the process from Step 6, Pedestals or Handholes. St A Action' m 15 Backfill the trench. 16 After the trench has been backfilled, dig out the soil around the conduits. Dig: ■ 15 in. deep for the smaller 13 in. x 24 in. fd j 15"for sn Wi to to"for large tors handhole ■ 18 in. deep for the larger 17 in.x 30 in. handhole 17 Cut the conduits off about 3 in. above the handhole's bottom. 18 Set the handhole over the conduits and backfill around its perimeter. 19 Install the secondary cable into the conduits. NOTE: Make up the secondary connections so the cable may be folded back down into the handhole. 20 Seal the conduits with Law expanding foam sealant to stop silt from X accumulating in the Conduftshallbe sealed with foam duct run. o 21 Label the neutral cables Typical 24"radius DB with yellow tags to 120 PVC comutt elbows identify the lot number or service address. References The following Puget Sound Energy documents apply to this standard: 0150.3200 Techniques for Temporary Erosion and Sediment Control 6050.1000 Secondary Pedestals 6050.2000 Single-Phase Secondary Handhole July 12,2001 02007 Puget Sound Energy,Inc. Revision 2 Page 4 of 4 Customer-Supplied Trench Requirements 117 I M, 1 Scope This standard provides requirements for customer-constructed trenches,vault holes and road crossings. Customer Responsibilities PSE's Electric Tariff Schedule 85,requires customers: ............. 0 T. -- - Provide the trenching and excavation for Contract with Puget Sound Energy to vaults and backfill in accordance with Puget provide this work at its estimated cost. Sound Energy standards and work sketch. I I See Standard 6790.0050 for authorization requirements on public rights-of-way and easements on property other than the customer-s. Inspection/Coordination Puget Sound Energy shall assign an inspector/coordinator to oversee the trenching, equipment placement/installation, and backfilling. ■ Work shall be subject to the inspection and approval of PSE. ■ No work shall be backfilled,covered,or concealed until it has been inspected and approved by the inspector. Erosion Control The customer is responsible for identifying the necessary temporary erosion and sediment control requirements.These controls must be installed prior to beginning any excavation, trenching,or deNvatering procedure. Refer to Standard 0150.3200 and/or local jurisdiction requirements. Trenching and Backfill The trench shall meet the requirements of Standards 6790.0130 and 6790.0140. Exception: If PSE-provided DB-120 conduit is installed in a customer-provided trench, the conduit shall be bedded with three inches of sand and shaded with three inches of sand.This is required due to the high frequency of damage to PSE facilities that otherwise occurs. This requirement applies to both main line trenches and road crossings. Sloping and Trenches or vault excavations which are 4-feet deep or greater shall be sloped according to Shoring WAC 296-155 Part N, unless directed otherwise by PSE. NOTE: Shoring is not allowed except when specifically approved by PSE. Placement of Trench spoils shall be placed in a location that allows workers access to the trench and does Spoils not block vehicles from passing alongside the trench to unreel cable or unload conduit. 02W7 Puget Sound Energy,Inc. Effective on:06/01/07 Canceling:07101/03 Page 1 of 4 Customer-Supplied Trench Requirements ' Conduit If the conduit is supplied by the customer and owned/maintained by PSE,it shall meet the following specifications: • PVC electrical grade DB120 or Schedule 40, except Schedule 80 may be required by PSE where there are poor soil conditions or by the local jurisdiction. • Gray in color. • Diameter of 2", 3",4",or 6" as specified on the work sketch. • Conduit bends shall be long radius bends,36" minimum. • Meet requirements of ASTM F512, NEMA TC-2. Vaults Excavation Excavation for vaults and handholes must meet the requirements of Standard 6775.0040. Requirements Excavation Procedure --: >Ste _.::::.` :::`: _.P...: ::.....:::.... .. ':::...::. .:,_.. : .. .......,,_...-:__..:.Action..:;:.;:,.:;: :: :_:._:.:.::`.::":..:: ..:::°:=::.:..._;:.. 1 Locate the vault according to PSE's work sketch. 2 Determine a suitable place to put the spoils which is at least 2 feet from the field edge of the excavation. 3 Excavate so the vault is in correct alignment with the trench and so that conduits can be brought straight into the vault. 4 Dig a hole large enough to accommodate the vault and allow for easy installation -t. and compaction, as shown in Figures 1 through 8 in Standard 6775.0040. 5 Remove debris and level the bottom of the excavation. 6 Prepare the bottom of the excavation so that the vault will rest on solid, undisturbed earth with a 6-inch base of crushed rock.This prevents vault settling and conduit breakage. NOTE: Be certain that the vault will be level, square with adjacent structures, and at the proper grade. Vault Backfill The backfill material around vaults should consist of compactible material such as clean Material earth fill,crushed rock, flowable fill,or sand. No voids should remain between the vault walls and the sides of the excavation. I ' I I Effective on:06/01/07 02007 Puget Sound Energy,Inc. Canceling:07/01/03 Page 2 of 4 1 l Customer-Supplied Trench Requirements ff I i r=I Job Site Requirements ' Trench These requirements must be met before power conduits/cables will be installed. • Curbs and gutters shall be installed if they are planned or required by the permitting ' agency. ■ Roads shall be paved or have a compacted,crushed rock base in place. ■ Sewer,water,and roof drain stubouts shall be installed and clearly marked and extend two feet to the field side of the utility trench if they are planned or required. ■ The trench shall be excavated per PSE's standards and work sketch. ■ The trench shall be smooth, level,and free from rocks,obstructions, sharp objects, garbage,glass, and construction debris. ■ Excavated or loose material shall be placed at least 2 feet from the field edge of the ' trench. ■ Water shall be removed by pumping or draining. Grade The site shall be at final grade or acceptable subgrade in the area of construction. Access PSE's heavy vehicles must have access to the site,trench line,and vault locations. Property Lines and ■ The line erty ro t )s nearest to the work shall be surveyed and staked. If the trenching P p Grade Staking operation might disturb the stakes, then either 10-foot or 20-foot offset stakes shall be installed. ■ Finish grade stakes shall be installed at 10-or 20-foot offsets from vaults,transformers, and the ends of road crossings. ' ■ A radius hub shall be-installed for property lines at all intersections and cul-de-sacs. Backfill and Restoration The customer is responsible for: ■ Completing backfill as soon as practical after facilities are placed and inspected. ■ Cost of damages to PSE facilities caused by improper backfill or compaction. ■ Relocation costs of cables, transformers,pedestals,or manholes due to change in grade or realignment of property lines. 02007 Puget Sound Energy,Inc. Effective on:06/01/07 Canceling:07/01/03 Page 3 of 4 I i Customer-Supplied Trench Requirements 0M1 , M References The following Puget Sound Energy documents apply to this standard: 0150.3200 Techniques for Temporary Erosion and Sediment Control 6775.0040 Vault and Handhole Installation 6790.0050 Customer's Acknowledgement of Responsibilities When Providing Trenching 6790.0130 Trench Dimensions and Facility Placement 6790.0140 Trench Excavation and Backfill Effective on:06/01/07 02007 Puget Sound Energy,Inc. Canceling:07/01/03 Page 4 of 4 I Trench Dimensions and Facility Placement r Scope This standard covers the depth and width requirements for trenches that will contain primary, secondary, and service cables. It also addresses the referred locations for various utilities in 1 y p the trench and the required separations. See PSE's Gas Operating Standards for the rules that pertain to the placement and separation of gas lines. In This Standard These topics are covered in this standard: To tc: See Page Codes 1 Route Selection 1 Definitions 2 Trench Depth 3 Trench Width 4 Wheel Trenching 6 Radial Separation 6 Mainline Trench Excavation 7 Road Crossings 9 Vaults and Pedestals 13 Cable Stubouts 15 Service Trench 16 Equipment Protection and Accessibility 18 Codes ' The requirements listed in this standard meet or exceed the requirements of both the Washington Administrative Code and the National Electric Safety Code. Local requirements may be more stringent,and in these cases the requirements of the local governmental entity ' shall take precedence. Route Selection The route should be as straight and direct as practical,and it shall allow safe access for ' construction, inspection and maintenance. It shall not be through unstable soil, areas susceptable to erosion, wetlands or traverse slopes upon which it is hazardous to operate mechanized equipment. Continued on next page € 02007 Pugel Sound Energy,Inc. Effective oil:06/01107 ' Canceling:06/01/05 ' Page 1 of 18 Trench Dimensions and Facility Placement Route Selection, Continued Cables Under Directly buried cables shall not be installed under a structure that will restrict access for Structures maintenance or replacement. If no other route is available, 1/0 primary and secondary cables may be placed under a structure if the following conditions are met: • The cable is installed in conduit • There are no low points in the conduit that could fill with sediment and prevent the cable from being replaced in the future. • The soil and the structure are both structurally sound and not susceptible to settling. • The cable system will not be loaded to over half of their normal ampacity (because the soil can dry out beneath structures,which will limit the ability of the soil to conduct heat away from the cable). • Adequate access is provided to each end of the conduit,including room for vaults, if necessary. • The cable does not pass within 5 ft of where a computer monitor will be used.This is because the EMF from the power line can cause the image on the computer monitor to be distorted or jittery. Feeder cables shall not be installed under structures without approval of the Standards department. Definitions ............... Cover The depth of the backfill, measured from the top of an underground cable or conduit to the ground level (Figine_I). Supplemental protection Cable installed in conduit and/or capped with concrete. Figure 1 Depth of backfill Depth of Cover , Over Conduit Depth of Cover Over Cable Effective on:06/01107 02007 Puget Sound Energy,Inc. Canceling:06/01/05 Page 2 of 18 i f E Trench Dimensions and Facility Placement r r r Trench Depth ' The trench excavation shall provide the minimum cover(Table 1)when the cables are energized and thereafter,except as noted under"Exceptions" in this section of this standard. ' If the site will be cut down to final grade, the trench must be dug deeper to compensate. If the trench depth exceeds the maximum cover depth,shoring may be required to install the facilities and will be required to maintain the facilities in the future.The cable shall be installed in conduit if it will be deeper than 48 inches. ' Table i - _. .. ..:._ eferred:..::::.::ti: ,.._._....:.... : .::.. Minimum. Preferred::`:.:::::.`.:;.::.:;:Maximum:::.;'::; ..:.:Trench:.Depth; Primary (601 to 50,000 V, 30" 36" 48" ' phase-to-phase) Secondary(0 to 600 V) 24" 36" 48" ' Service(0 to 600 V) 24" 24" 36" Exceptions Exceptions to the cover requirements listed in Table 1 may be made only if the minimum ' cover listed above cannot be obtained due to obstructions or other utilities. In these cases the cover may be reduced when supplemental protection is provided.This protection shall be sufficient to protect the cable from damage imposed by the expected surface usage.Figure 2 illustrates some acceptable supplemental protection methods. Contact the Standards group to obtain a variance for situations other than those shown in Figure 2. ' Continued on next page 02007 Puget Sound Energy,Inc. Effective on:06/01/07 Canceling:06/01/05 Page 3 of 18 I I Trench Dimensions and Facility Placement • i Trench Depth, Continued Figure 2 Exceptions with supplemental protection Schedule 80 Conduit Cover for Cables in Schedule 80 Conduit a 12 4" "i`'� �-— Concrete Cap Note: Wheel trench in asphalt roadways {h• �,;j. ?`� with controlled-density backfill may also have 12"of minimum cover.See Standard DB 120 Conduit 6800.4030. Cover for Cables in DB 120 Conduit with a Concrete Cap 6" 4! i •��'` ��S< }LR Concrete Cap rr' Schedule 80 PVC Cover for Cables In Schedule 80 PVC with a Concrete Cap NOTE: Whenever the trench depth is shallower than the design specifications, the foreman shall note this information on the as-built work sketch. I Ditches and Swales Cable systems that cross under a ditch that is maintained with mechanized equipment shall be a minimum.of 24 inches below the bottom of the ditch. If the cable system must be installed with less cover,protection must be installed that can withstand the impact of a backhoe bucket. Effective on:08/01/07 ©2007 Puget Sound Energy,Inc. Canceling:08/01/05 Page 4 of 18 Trench Dimensions and Facility Placement M rr 1 i Trench Width ' The trench width depends on the number and type of utilities that will be sharing the trench. The trench shall have a minimum width of that shown in Table 2 for a trench with a single power circuit. Table 3 is used to calculate the minimum trench width when multiple utilities ' occupy a trench.The trench must be widened when additional circuits are added. ' Table 2 Trench width for single power circuit Size of.Power;Utilities inAhe Trench Minimum.Trenc t Direct bury cables or 2" conduit 6" ' Roots shall not protrude into the trench. This may be difficult to obtain with a trencher. ' 3" or 4" conduit 8" (6" when wheel trenching) ' Table 3 Add the width values in Table 3 to come u with the minimum trench width when multiple P P utilities are present. tii th Tr n W Id#h.. .. ..... Clearance between power cable/conduit and trench wall 4" (2" on each side) Primary cable conduit diameter 2" to 6" Second primary cable conduit diameter+2" of separation 4" to 8" Secondary cable conduit diameter+4" of separation 6" to 7" Communications cable(4" of separation plus 2" line)* 6" Second communications utility company cable/conduit 4" (e.g., telephone and TV) ' Gas Line(T�pically 12" of separation for mainlines and 6" for 12" services)+ ' Total Trench Width= * In certain cases,the separation of power and communication possibly may have to be increased. See the"Radial Separation Power to Communication," section later in this ' standard. + See PSE's Gas Operating Standards 2525.1500 and 2525.1700 for the separation requirements between gas lines and other utilities. Wheel Trenching ' Wheel trenching is an approved construction method that requires a minimum cover of 12 inches of either concrete or controlled-density fill(CDF).Refer to Standard 6790.0150, for more information. ' 02007 Puget Sound Energy,Inc. Effective on:06/01/07 Canceling:06/01/05 Page 5 of 18 City of Renton Contract Provisions for Rainier Avenue S (SR 167) S Grady Way to S 2nd St APPENDIX E ' Soils Investigation (Addendum No. 2) r r Rainier Avenue Improvements Project r Final Geotechnical Report October 31, 2011 1 r r 1 0.1 M 3 �% :G S�')VAL r 1 Prepared by: 1 JACOBS ASSOCIATE ' Engineers/Consultants Jacobs Associates r 1109 First Avenue, Suite 501 Seattle, WA 98101 1 r Rainier Avenue Improvements Project Geotechnical Report Revised October 25, 2011 K ' Prepared by: S ASSOCIATES Engineers/Consultants Jacobs Associates ' 1109 First Avenue, Suite 501 Seattle, WA 98101 Distribution D � To: Jason Fritzler,PE Owner's Representative a From: Jacobs Associates Prepared By: Stephen Njoloma Jacobs Associates Don Reid Jacobs Associates Phaidra Campbell Jacobs Associates Reviewed By: Carol Ravano,PE Jacobs Associates I Rainier Avenue Improvements Project Geotechnical Report Table of Contents 1 1 Introduction ................................................................:.....................................................................3 1.1 General.........................................................................................................:......................................3 1.2 Project Description.............................................................................................................................3 1.3 Authorization....................................................................................................................................... 3 1.4 Purpose and Scope of Work............................................................................................................3 ' 2 Existing Site Conditions................................................................................................................... 2.1 Surface Conditions 2.2 Geologic Setting.................................................................................................................................5 2.3 Field Exploration................................................................................................................................6 2.4 Subsurface Conditions......................................................................................................................8 ' 2.5 Groundwater Conditions...................................................................................................................9 3 Conclusions and Recommendations.............................................................................................10 ' 3.1 Site Preparation and Grading Recommendations......................................................................10 3.2 Retaining Wall Design Recommendations...................................................................................13 3.3 Pipe Foundations.............................................................................................................................14 3.4 Illumination Foundation Design Recommendations...................................................................14 3.5 Pavement Considerations..............................................................................................................18 ' 3.6 Site Drainage and Erosion Considerations..................................................................................19 3.7 Seismic Design Criteria...................................................................................................................22 ' 4 _Closure...........................................................................................................................................23 5 References.....................................................................................................................................24 List of Tables ' Table 1. Core Location and Pavement Thickness........................................................................................6 Table 2, CPT Location and Test Depth.........................................................................................................7 ' Table 3. Depths for Traffic Signal Pole Foundation....................................................................................16 Table 4. Depth for Pedestrian Luminaire Foundations...............................................................................17 Table 5. Underdrain Flow Parameters........................................................................................................21 Jacobs Associates -i- October 2011 r Rainier Avenue Improvements Project Geotechnical Report Appendices a Appendix A: Boring Logs Appendix B: CPT Results Appendix C:Vicinity Maps Appendix D: Photo Logs Appendix E: Foundation Analyses Appendix F: Dewatering Analyses a r a t Jacobs Associates -ii- October 2011 r Rainier Avenue Improvements Project Geotechnical Report 1 Introduction 1.1 General This report presents the results of our field investigation and provides geotechnical conclusions and preliminary recommendations for design of the Rainier Avenue Transit Improvement Project located in Renton,Washington. The purpose of this study was to complete subsurface explorations within the project alignment to characterize soil and groundwater conditions and develop geotechnical conclusions and recommendations for design and construction of the proposed improvements. 1.2 Project Description The purpose of our work is to provide KPG with geotechnical recommendations including utility pole,pipe, and retaining wall foundation design;groundwater, underdrain,and dewatering;temporary shoring;and pavement section design for the design documents. We understand that the City of Renton is working on improvements to Rainier Avenue South from South Grady Way to South 2nd Street. Improvements to this section of Rainier Avenue South would include additional traffic lanes,pavement resurfacing or replacement, controlled and consolidated access points to existing business,and enhanced pedestrian environments.As part of these improvements new traffic signal standards will be installed at numerous intersections. We understand that to accommodate roadway expansion,retaining walls to support embankments and fill and cut slopes will be constructed. 1.3 Authorization Our work was performed in general accordance with our proposal letter dated August,31,2007 and submitted to Mr.Joe Giacobazzi,P.E.of KPG.Notice to proceed for this investigation was received on January, 8,2008,from KPG.On March,7;2008,Jacobs Associates(JA)submitted a work plan for the geotechnical investigation to Jason Fritzler,PE,of KPG.This report has been prepared for the exclusive use of KPG and its authorized agents for specific application to this project in accordance with generally accepted geotechnical/civil engineering practices. 1.4 Purpose and Scope of Work The purpose of this investigation is to evaluate the subsurface conditions and pavement sections along the project alignment and to provide geotechnical recommendations for the proposed new utility pole foundations,retaining walls, and roadway widening. Our scope of work consists of the following tasks: • Preliminary site visits to evaluate the site conditions,evaluate access,plan the field investigation, and locate potential boring and monitoring well locations • Coordination of utility location at boring and coring locations • Preparation of City of Renton Right-of-Way Use Permit and traffic control plans Jacobs Associates -3- October 2011 r Rainier Avenue Improvements Project Geotechnical Report • Coordination of the field investigation,supervision of drilling,coring,and cone penetration testing (CPT)subcontract work • Logging the soil borings and pavement cores,and observing the installation of the monitoring wells • Preparing a summary geotechnical report, including: • Descriptions of the site and boring locations • Summary boring logs • Descriptions of the surface and subsurface conditions along the project alignment • Recommendations for the signal pole and retaining wall foundations • Recommendations of the pavement section design Jacobs Associates -4- October 2011 r Rainier Avenue Improvements Proiect Geotechnical Report 2 Existing Site Conditions This section provides a discussion of the general surface and subsurface conditions observed along the project corridor at the time of our investigation.Interpretations of the site conditions are based on the results of our review of available information, including results from previous geotechnical investigations at the site,site reconnaissance,and information collected during our subsurface exploration. 2.1 Surface Conditions Along the project alignment,Rainier Avenue South is a busy traffic corridor. It is composed of a five-lane roadway segment between South Grady Way and South 3rd Place and a six-lane roadway segment between South 3rd Place and South 2nd Street. Within the project area,Rainier Avenue has sidewalks on each side of the roadway and is controlled with traffic signals at each intersection,except at the Hardie Avenue Southwest intersection. The project alignment follows a densely developed,busy section of Rainier Avenue,with numerous single-story businesses,a couple of strip malls, and several auto sales lots surrounded by parking lots. The project alignment is generally flat,except at the railroad embankment south of South 4th Place and the section between South Grady Way and Hardie Avenue SW(embankment at the USA Mini-Mart). The railroad embankment is approximately 17 feet above the existing roadway surface in the area of the bridge ,r and is sloped at approximately 1H:1 V(Horizontal:Vertical).The slope in front of the USA Mini-Mart is steeper than 1 H:1 V and has a low rockery in front of it. The remainder of the area is paved. 2.2 Geologic Setting The recent history of the Puget Sound Lowland region has been dominated by several glacial episodes.The �I most recent,the Vashon stade of the Fraser glaciations,is responsible for most of the present day geologic and topographic conditions. This glaciation deposited a heterogeneous assemblage of proglacial lacustrine deposits,advance outwash, lodgment till,and recessional outwash.Postglacial processes primarily consisted of modern stream and river alluvium deposition over the recessional outwash. Prior to 1917,the Black River extended from its source in Lake Washington through this area to the Duwamish River in Tukwila.When the US Army Corps of Engineers built the Chittenden Locks in Ballard in Seattle and excavated the Ship Canal in 1917,the water level in Lake Washington was lowered approximately 7 feet,which resulted in the Black River drying up.At the same time,the Cedar River was rerouted into a portion of the Black River channel so that the Cedar River would flow into Lake Washington,and not into the Black River and then the Duwamish River(Luzier, 1969). As a result of this history,the geology of the project area is a combination of fill materials and reworked glacial deposits that were eroded and brought downstream by the Black and Cedar rivers. There are also some peat deposits that formed in the meandering stream environment. These deposits all overlie deposits of glacial origin. Jacobs Associates -5- October 2011 r Rainier Avenue Improvements Project Geotechnical Report 2.3 Field Exploration The site reconnaissance was performed on February,22,2008,by Joe Schrank,PE,of JA. The site reconnaissance was conducted to evaluate access and setup conditions, and to locate and mark the preliminary boring locations.JA coordinated the utility locate requests and traffic control plans after marking the boring locations. Follow-up site visits were performed on March 4, 19, and 31,2008 by Joe Schrank to check for any utility conflicts at the proposed boring locations.A City of Renton Right-of-Way (ROW)Use permit was obtained by JA prior to beginning the subsurface explorations. Subsurface field investigations were performed from April 21 to 24,2008 by Stephen Njoloma and Phaidra Campbell,both of JA. The field investigation consisted of performing exploratory coring of roadway pavement sections, performing 10 cone penetration tests(CPTs),and advancing 2 exploratory soil borings. 2.3.1 Pavement Coring Pavement coring was performed from April 21 to 23,2008,by Seattle Concrete Coring under subcontract to JA.The coring was performed to verify in situ pavement thickness,and to provide access to the underlying soil layers for sampling and testing. Coring along the project alignment was performed using an electric diamond core drilling machine with a 5-or 12-inch-diameter core barrel (12-inch-diameter coring was P erformed at explorato ry soil boring locations).Each pavement core sample was retrieved,washed, measured,and documented with a photograph.At completion,core holes were backfilled with quick-setting cement grout.A summary of pavement core locations and the measured thickness at each location is presented in Table 1 below.Table 1 also contains pavement section thickness information from a previous geotechnical investigation performed by Milbor-Pita and Associates.Approximate locations for the core locations are indicated on the Vicinity Maps,Appendix C. Table 1.Core Location and Pavement Thickness CPT-1 Southwest corner of S.Grady Way and Rainier Ave.S. 14 in.ACP over 5 in.PCC JA-2 Northwest corner of S.Grady Way and Rainier Ave.S. 15.5 in.ACP over 6.5 in.PCC CPT-3 Northeast corner of Hardie Ave.SW and Rainier Ave.S 5 in.ACP CPT-5 Southeast corner of S.7th St.and Rainier Ave.S. 17 in.ACP JA-6 Northeast corner of S.4th Place and Rainier Ave. S. 8 in.ACP CPT-7 Northwest corner of S.4th Place and Rainier Ave. S. 7 in.ACP CPT-8 Northwest corner of S.3rd Place and Rainier Ave.S 5 in.ACP CPT-9 Southeast corner of S.3rd Place and Rainier Ave.S. 3 in.ACP CPT-10 Southeast corner of S.3rd Street and Rainier Ave.S. 4 in.ACP'over 7.5 in.PCC CPT-11 Southwest corner of S.3rd Street and Rainier Ave. S. 8 in.ACP over 7 in.PCC CPT-14 South bound lane of Rainier Ave. S.approximately 350 ft 14 in.ACP before S.Grady Way CPT-15 Southeast corner of S.2nd St.and Rainier Ave.S. 9 in.ACP PC-1 South bound lane of Rainier Ave.S.approximately 430 ft 7 in.ACP over 7 in.PCC before S.Grady Way PC-3 North bound lane of Rainier Ave.S.approximately 350 ft 7.5 in.ACP over 7.5 in.PCC Jacobs Associates -6- October 2011 r III Rainier Avenue Improvements Project Geotechnical Report Effilmooffim after S.4th Place PC-5 North bound lane of Rainier Ave.S.approximately 330 ft 7.5 in.ACP over 6.5 in.PCC before S.7th St. PC-6 South bound lane of Rainier Ave.S.approximately 200 ft 8 in.ACP over 8 in.PCC before S.Sunset Blvd. P-1 (Milbor-Pita) North bound lane of Rainier Ave.S.approximately 17 ft 11 in.ACP south of center bridge abutment P-2(Milbor-Pita) North bound lane of Rainier Ave S.approximately 17 ft 10 in.ACP north of center bridge abutment P-3(Milbor-Pita) South bound lane of Rainier Ave.S.approximately 17 ft 6.5 in.ACP over 6.5 in.PCC north of center bridge abutment P-4(Milbor-Pita) South bound lane of Rainier Ave.S approximately 14 ft 7 in.ACP over 6.5 in.PCC south of center bridge abutment 2.3.2 Cone Penetration Testing Northwest Cone under subcontract to JA performed 10 electric CPTs alon g the project alignment from P J g April 21 to 22,2008. CPTs were performed to determine soil characteristics, including soil classification, soil strength,and stratigraphy.This information was analyzed and incorporated into the formulation of our project design recommendations. The n e PT C soundings were performed using electric cone penetrometers and piezocone penetrometers. The penetrometers were advanced into the ground using a hydraulic ram mounted on a truck having a weight of approximately 20 tons. The cone and piezocone penetrometers have a diameter of approximately 1.4 inches.Cone tip resistance(Q)and sleeve friction(Fs)were recorded on the penetrometer during all CPT soundings. The pore water pressure during penetration was measured behind the tip(P,,)in piezocone soundings.Data were recorded at approximately 2 cm intervals using an onboard computer to provide a near continuous profile of the soil conditions encountered during penetration.The friction ratio(Fs/Q,)was computed for each test interval.Continuous profile plots of equivalent Standard Penetration Test N-values, and color-coded soil behavior type,are generated and presented on the CPT logs.A summary of the ' approximate CPT locations and test depths are presented in Table 2 below;CPT results are presented in Appendix B.Approximate locations where CPTs were performed are indicated on the Vicinity Maps, Appendix C. During cone penetration testing,refusal was established as tip resistance pressures over 400 tsf. Tests performed in the roadway alignment between South Hardie Way and South 4th Place did not meet refusal, with the exception of CPT-14. CPTs performed between South 4th Place and Southwest Sunset Boulevard/South 3rd Street met refusal at depths of between 15 feet and 20 feet below ground surface. Table 2. CPT Location and Test De th CPT-1 Southwest corner of S.Grady Way and Rainier Ave.S. 26.57 CPT-3 Northeast corner of Hardie Ave.SW and Rainier Ave.S 31.99 CPT-5 Southeast corner of S.7th St.and Rainier Ave. S. 29.2 Jacobs Associates -7- October 2011 r Rainier Avenue Improvements Project Geotechnical Report CPT-7 Northwest corner of S.4th Place and Rainier Ave. S. 20.34 CPT-8 Northwest corner of S.3rd Place and Rainier Ave.S 15.75 CPT-9 Southeast corner of S.3rd Place and Rainier Ave.S. 15.09 CPT-10 Southeast corner of S.3rd Street and Rainier Ave.S. 19.85 CPT-11 Southwest corner of S.3rd Street and Rainier Ave.S. 17.72 CPT-14 South bound lane of Rainier Ave.S.approximately 350 ft 19.39 before S.Grady Way CPT-15 Southeast corner of S.2nd St.and Rainier Ave.S. 26.08 2.3.3 Geotechnical Borings To supplement the information obtained from the CPTs,subsurface conditions along the project alignment were explored by advancing and sampling two exploratory borings(JA-2 and JA-6)with a truck-mounted, hollow-stem auger drill rig on April 23 and 24,2008.The exploratory borings were advanced to depths of between 26.5 feet and 31.5 feet and were completed by Holocene Drilling of Fife, Washington,under subcontract to JA.The approximate locations of the exploratory borings are indicated on the Vicinity Maps, Appendix C.A detailed discussion of the soil boring exploration program,together with edited logs of the exploratory borings, is presented in Appendix A. At completion of drilling and sampling a groundwater monitoring well was installed at each of the soil boring locations.The wells consisted of 2-inch-diameter Schedule 40 PVC pipe with a 10-foot screen section centered within the present water table. The borings were backfilled with clean silica sand for the screen portion and bentonite chips to the bottom of the pavement.A 12-inch-diameter protective monument was installed flush with existing pavement in cement grout to protect the monitoring well. Groundwater monitoring wells were installed in general accordance with the requirements of Washington Administration Code 173-160,Minimum Standards for Construction and Maintenance of Wells. The monitoring wells are graphically represented on the summary boring logs. 2.4 Subsurface Conditions Based on the results of the field exploration program and our review of available geologic information,the project alignment is interpreted to be existing roadway pavement underlain throughout by roadway fill.The fill is underlain by alluvial deposits. Based on the core sections examined along the project alignment,pavement of the two inner lanes for both the northbound and southbound directions consists of Asphaltic Concrete Pavement(ACP)underlain by Portland Cement Concrete(PCC)between 11 inches and 22 inches thick. The outer lanes,turn lanes,and artery roads are predominantly paved with ACP between 3 inches and 17 inches thick. Fill was encountered to between 2 feet and 5 feet(BGS)and consists of loose to medium dense,medium to coarse silty sand;or loose to medium dense,fine to coarse silty, sandy to very sandy gravel.The moisture content of the fill varied between dry and moist. I Jacobs Associates -8- October 2011 r Rainier Avenue Improvements Project Geotechnical Report Alluvium was encountered beneath the fill in both borings.The alluvium generally consisted of interbedded layers of soft, silty clay to clayey silt;very loose to medium dense, fine to coarse sand and silty fine sand; and very loose to medium dense,silt.Thin interbeds of medium dense to very dense,gravelly sand to sandy gravel and fine to coarse gravel were encountered.Cone penetration tests performed in the portion of the alignment between South 4th Place and South 2nd Street encountered a very dense layer of sandy gravel between 15 feet and 20 feet(BGS). 2.5 Groundwater Conditions Groundwater was observed during drilling in both borings,at a depth of 25 feet in JA-2 and 20 feet in JA-6. Monitoring wells were installed in both borings.Boring MP-5,performed by Milbor-Pita and Associates in the vicinity of the Rainier Avenue Railway Bridge(lowest section of the project alignment),indicates that the groundwater can be as low as 7 feet(BGS). It should be noted that the groundwater conditions reported on the summary logs are for the specific locations and dates indicated. Therefore they may not necessarily be indicative of other locations and/or times. Furthermore, it is anticipated that groundwater conditions will vary depending on local subsurface conditions,the weather,and other factors.Groundwater levels in the project alignment zone are expected to fluctuate seasonally,with maximum groundwater levels generally occurring during the winter and spring months. Jacobs Associates -9- October 2011 r i I Rainier Avenue Improvements Proiect Geotechnical Report 3 Conclusions and Recommendations Based on conditions observed in the explorations and results of our engineering evaluation,construction for the proposed City of Renton Rainier Avenue Improvements Project is considered to be feasible using conventional means and methods.Geotechnical conclusions and recommendations are presented in the following sections for the earthwork including road subgrade preparation,retaining wall and signal standard design; and recommendations for a new pavement section. It is our opinion that there are no geotechnical constraints that would preclude project construction as planned,provided our recommendations are incorporated into the design. Our design recommendations and conclusions were developed based on our current understanding of the project. If the nature of the proposed construction is changed,JA should be notified so we can confirm or re-evaluate our recommendations. 3.1 Site Preparation and Grading Recommendations 3.1.1 Site Clearing, Demolition, and Removal The amount of pavement and embankment demolition that will be necessary is dependent on the final design,which is not known at this time.Prior to earthwork operations,existing concrete structural elements and all pavements should be removed and the ground cleared of all unsuitable materials, including vegetation and topsoil. We recommend that any removed asphalt,concrete,and organic material not be reused directly as structural fill.However,asphalt and concrete rubble may be reused as structural fill if it can be adequately processed and meets WSDOT specifications for the intended use. In some cases,the existing utilities on site must be relocated. The underlying site soils may contain gravels and cobbles. The contractor should be prepared to handle gravels,cobbles,or boulders if encountered during excavation and construction. 3.1.2 Subgrade Preparation Roadway subgrade preparation for areas of new pavement is expected to consist of stripping and clearing of all vegetation and deleterious materials, removal of existing pavement,and excavation of loose and soft subgrade material. Following clearing,stripping,and any required excavation to remove unsuitable material,and before placement of any structural fill,the upper 12 inches of exposed soil should be scarified, moisture-conditioned,and compacted as described in Section 3.1.3 of this report.Over-excavation of unsuitable subgrade material should be in accordance with Section 2-03.3(14)E Unsuitable Foundation Excavation of the 2010 WSDOT Standard Specifications. The prepared subgrade should be proof-rolled with a loaded dump truck,large self-propelled vibrating roller,or equivalent piece of equipment in the presence of a qualified geotechnical or civil engineer to check for the presence of soft,loose,and/or disturbed areas. If any soft loose,and/or disturbed areas are revealed during proof rolling,these areas should either be moisture conditioned and recompacted to the required density, or removed and replaced with Select Borrow meeting the requirements in Section 9-03.14(2)Select Borrow of the 2010 WSDOT Standard Specifications, and compacted to the required density. Jacobs Associates -10- October 2011 r Rainier Avenue Improvements Project Geotechnical Report 3.1.3 Structural Fill Materials and Compaction For imported soil to be used as general structural fill,we recommend using a clean,well-graded sand and gravel such as Gravel Borrow, specified in Section 9-03.14(1)Gravel Borrow of the WSDOT 2010 Standard Specifications. On-site soils may be used for structural fill if they meet the WSDOT criteria for Gravel Borrow. In general,the structural fill should be placed in 8-inch horizontal lifts and compacted to a minimum of 95 percent of its maximum dry density,as determined by test method ASTM D-1557(Modified Proctor).The procedure to achieve the specified minimum relative compaction depends on the size and type of compacting equipment,the number of passes,thickness of the layer being compacted,and certain soil properties.Before fill control can begin,the compaction characteristics of the fill material must be determined from representative samples of the structural and drainage fill. A study of compaction characteristics should include determination of optimum and natural moisture contents of these soils at the time of placement. We recommend that JA be on site to observe the appropriate lift thickness and adequacy of the subgrade preparation. A sufficient number of in-place density tests should be performed as the fill is being placed to determine if the required compaction is being achieved. If earthwork is performed during extended periods of wet weather or in wet conditions,the structural fill should conform to the recommendations provided in the Wet Weather Earthwork section below. 3.1.4 Wet Weather Earthwork Earthwork-related construction will be influenced by weather conditions.The existing subsurface soil at the site contains significant amounts of fine-grained sands and silts,which will make the existing subsurface soil sensitive to moisture. Traversing the exposed subsurface soils in wet weather with construction equipment will also lead to subgrade degradation.Furthermore,these soils may be difficult to compact if their moisture content significantly exceeds the optimum. Site grading activities using moisture-sensitive soil should normally occur during the relatively warmer and drier period between mid-summer to early fall. For wet weather construction we recommend the following: 0 Earthwork should be performed in small areas to minimize exposure to wet weather.Excavation or the removal of unsuitable soil should be followed promptly by placement and compaction of wet weather structural fill. The size and type of construction equipment used may have to be limited to prevent soil disturbance. Under some circumstances,it may be necessary to excavate soil with a backhoe to minimize subgrade disturbance caused by equipment traffic. • Material used as structural fill should consist of clean,granular soil with less than 5 percent passing the US Standard No.200 sieve,based on wet sieving the fraction passing the 0.25-inch sieve. The fine-grained portion of the structural fill soil should be nonplastic. • The ground surface within the construction area should be graded to promote runoff of surface water and to prevent ponding of water. • The ground surface within the construction area should be sealed by a smooth drum vibratory roller,or the equivalent,and under no circumstances should soil be left uncompacted and exposed to moisture. Jacobs Associates -11- October 2011 r Rainier Avenue Improvements Project Geotechnical Report • Excavation and placement of structural fill material should be under the full-time observation of a representative of JA,to determine that the work is being accomplished according to the project specifications and the recommendations contained herein. • Bales of straw and/or geotextile silt fences should be strategically located to control erosion and the movement of soil. 3.1.5 Excavation and Shoring Excavations can be accomplished with conventional excavating equipment such as backhoes and trackhoes. Due to the nature of the soils,the proximity of the alignment to existing improvements and utilities,and the potential for perched and nonperched groundwater,excavations deeper than 4 feet will require shoring. In order to accommodate the construction,temporary excavations into existing slopes along the roadway may be required. Based on the soil conditions observed in our explorations and projected typical shallow foundation depths,we anticipate that the temporary excavations for retaining walls will generally encounter existing roadway fill consisting of loose to medium dense,medium to coarse silty sand;or loose to medium dense,fine to coarse silty, sandy to very sandy gravel. For temporary excavations exceeding 4 feet in height,excavations must be sloped or shored in accordance with part N of the Washington Administrative Code(WAC)296-155. Temporary native soil cut slopes in dry soil conditions should be constructed at a slope of 1.5 horizontal(H):1 vertical(V)or flatter.Temporary soil cut slopes in fill or in wet conditions should be flatter than 1.5H:1 V. Maintenance of safe working conditions, including temporary slope stability, is the responsibility of the contractor,and all excavations must comply with current federal,state,and local requirements.Exposure of personnel beneath temporary cut slopes should be kept to a minimum. Construction should proceed as rapidly as feasible to limit the time temporary excavations are open. With time and the presence of seepage and/or precipitation,the stability of temporary,unsupported cut slopes can be significantly reduced. Therefore,temporary slopes kept open for construction activities should be protected from erosion by installing a surface water diversion ditch or berm at the top of the slope and covering the cut face with well-anchored plastic sheets per WSDOT specifications. In addition,the contractor should monitor the stability of the temporary cut slopes and adjust the construction schedule and slope inclination accordingly.During wet weather,runoff water should be prevented from entering excavations,and should be collected and disposed of in accordance with agency requirements. In areas where sufficient space is available for permanent slopes,the permanent cut and fill slopes should be sloped no steeper than 2H:1 V. To prevent erosion,permanent slopes should be hydroseeded as soon as practical or covered with either mulch or erosion control netting/blankets,and bonded fiber matrix. The construction of the proposed culvert access improvements in the vicinity of Rainier Avenue South and South 3rd Street will require shoring. This excavation should be able to be supported with trench boxes. Based on the soil conditions and water table depth at this location, "Type C"soil must be used when using Washington Administrative Code(WAC)296-155,Appendix N for design.Final design of the temporary shoring is the exclusive responsibility of the contractor. Jacobs Associates -12- October 2011 r Rainier Avenue Improvements Project Geotechnical Report General recommendations for design and implementation of shoring systems for the project include: • Trench boxes,if used,should be adequately reinforced to withstand the lateral forces to which they will be subjected. • Trench boxes should be of sufficient size,both vertically and laterally,to support the excavation without excessive deformation of the natural soils. • The open excavation behind the trench box should be backfilled as soon as practical after the trench box has been moved. • Care should be taken when moving the trench box to avoid damage to the installation or disruption to the backfill. 0 If shoring or sheeting materials are used,precautions should be taken during removal to minimize disturbance of the installation,underlying bedding materials,and natural soils. • Heavy construction equipment,construction materials,excavated soil,and vehicular traffic should not be allowed within a distance, measured from the edge of the excavation,equal to the depth of the excavation,unless the shoring system has been designed for the additional lateral pressure. 3.2 Retaining Wall Design Recommendations There are seven proposed retaining walls along the alignment;the highest of these walls is 7 feet. Typical modular block wall designs for the retaining walls are detailed in the contract documents. We have analyzed soil-bearing capacity for continuous spread footing foundations with a base width of 3 feet and an embedment depth of 1.5 feet. Soil conditions considered for the analysis were based on those encountered within project boreholes JA-2 and JA-6,(Appendix A).Based on the results of these calculations,a bearing capacity of 2,000 psf is recommended. 3.2.1 Cast In-Place(CIP) and Modular Retaining Walls At locations where retaining walls will be required to support roadway fill,conventional concrete retaining walls or modular block gravity walls could be used. A sloped,temporary excavation would be needed to construct either the conventional concrete retaining walls or modular block gravity walls. Recommendations for temporary excavations are provided in Section 3.1.5 of this report. 3.2.2 Lateral Earth Pressures Conventional CIP retaining walls unrestrained against rotation(active conditions)during placement and compaction should be designed using an equivalent fluid density of 45 pcf,assuming level backfill and drained conditions. Design of any subsurface walls should include appropriate lateral earth pressures caused by any adjacent surcharge loads. For uniform surcharge pressures due to vehicular loading,fill,or pavement placed behind the wall,a uniformly distributed horizontal load of[Ka]times the surcharge pressure should be added for yielding walls.Where large surcharge loads,such as heavy trucks,a crane,or other construction equipment are anticipated in close proximity to the retaining walls,the walls should be designed to accommodate the additional lateral pressures resulting from the surcharge load. Jacobs Associates -13- October 2011 r I ill i Rainier Avenue Improvements Project Geotechnical Report Applicable vertical surcharge loads should include loads from fill or pavement above the top of the wall and surcharge due to vehicular traffic. We recommend establishing a vertical surcharge load of 150 psf to account for loads from fill or pavement behind the top of the wall.Additionally,we recommend a vertical surcharge of 250 psf be added in the design evaluation to account for vehicular loading. 3.2.3 Wall Drainage Considerations The preceding lateral earth pressure recommendations assume that sufficient drainage is provided behind the retaining walls to prevent buildup of hydrostatic pressure. To achieve fully drained conditions, we recommend the following drainage behind the backfilled walls: • Backfill within 18 inches of retaining walls with free-draining backfill that meets the requirements of Section 9-03.12(4)Gravel Backfill for Drains of the 2010 WSDOT Standard Specifications • Install drains behind and at the base of any backfilled wall.Underdrain pipe for gravity walls should be 6-inch-diameter and conform to Section 9-05.2(6)Perforated PVC Underdrain Pipe of the 2008 WSDOT Standard Specifications.The pipe should be placed with perforations downward and enclosed in a minimum 12-inch-thick envelope of free-draining gravel.The drain gravel should completely surround the perforated drain pipe and be completely enclosed by a nonwoven geotextile material with a minimum 12-inch overlap. • To reduce the possibility of water ponding and infiltrating into the subsurface behind the retaining walls,the adjacent ground surface behind the wall should be sloped to direct runoff away from the top of the wall.Alternatively,a line brow ditch could be constructed along the top of the wall to collect surface water runoff and route it to the storm drain system. 3.3 Pipe Foundations Over-excavation for pipe foundations will generally not be required if the soil is dewatered;the sandy soil at the project site should compact well in the bottom of the trenches. If the soil is not externally dewatered and sumps are used,then the floor of the trench may become saturated,may"pump,"and become unstable. If this condition occurs,the trench should be over-excavated and backfilled with 8 inches of"shoulder ballast."The material must conform to 2010 WSDOT Standard Specifications Section 9-03.9(2)Permeable Ballast.The contractor should allow for the possibility of needing to over-excavate and backfill where pipe installation near or below the water level is required.Pipe bedding should be placed over the shoulder ballast. 3.4 Illumination Foundation Design Recommendations We understand that traffic signal poles,gateway trellis and identity poles,and roadway and luminaires will be placed along the project alignment. The foundations were designed in accordance with the WSDOT design methodology.Based on the results of our field exploration and engineering analyses, it is our opinion that the proposed new poles can be supported on drilled shaft foundations.The drilled shafts should be embedded sufficiently to resist lateral forces and resulting overturning moments. Jacobs Associates -14- October 2011 r Rainier Avenue Improvements Proiect Geotechnical Report 3.4.1 Foundation Design Recommendations-General Construction methods for signal,luminaire,trellis,and identity pole foundations typically involve drilling a vertical shaft with a single-flight auger drill rig,placing a reinforcing steel cage into the drilled hole, and filling the hole with concrete. Depending on ground conditions,the hole may be cased or uncased and the concrete placed by free-fall or with a termite pipe.For advanced above the ground water table,the soil should have sufficient stand-up time to allow construction of the foundations without casing,although the loose near-surface fill could be subject to caving. If the foundation extends below the groundwater table, caving or sloughing will likely occur.Drilled shaft foundations extending below the groundwater table will likely need to be cased.Where casing is used,it should be pulled out as concrete is placed while a sufficient head of concrete is maintained inside the casing to prevent caving and sloughing of the hole.Alternatively, the casing could be pulled immediately after the placement of the concrete,provided the hole is topped off after the casing has been removed. 3.4.2 Traffic Signal Pole We understand that new signal pole foundations will be placed at some of the intersections along the project alignment. The signal pole foundations will be designed in accordance with the WSDOT design methodology. Based on the results of our field exploration and engineering analyses, it is our opinion that the proposed new traffic signals can be supported on drilled shaft foundations.The drilled shafts should be embedded sufficiently to resist lateral forces and resulting overturning moments. Most of the traffic signal pole foundations will be built in soft soils(N values < 10), and therefore require custom design. We analyzed the"Foundation Depth D"table presented on WSDOT Standard Drawing J-26.10-01,to see if it is appropriate for this project. Using the Signal Pole Specification Schedule, provided by KPG, we estimated loads for the signal poles at Rainier Ave S., STA 21+44 and SW 77'x' St, Sta. 249+37, which corresponded to XYZ* values of 2284 ft3 and 1023 W, respectively. We used these loads to perform calculations using ALLPILE software with input parameters from the two soil boring logs with the worst soil conditions,borings JA-2 and JA-6.ALLPILE results are summarized in Appendix E. The results showed that the"Foundation Depth D"table cannot be used for all of the signal pole foundation depths.Instead,we recommend using the foundation depths shown in Table 3,with the reinforcement detail design in WSDOT Standard Drawing J-26.10-01. Table 3 summarizes the minimum anticipated required foundation depth for 3-foot and 4-foot drilled shaft foundations situated on level ground or in slopes of less than 3H:1 V. The embedment depth should be applied from the ground surface after stripping of topsoil,or any over-excavation of soft/loose soil deposits. *Summation of the wind load areas multiplied by each respective offset distance from the centerline of the standard to ' the center of the sign or signal display mounting location r Jacobs Associates -15- October 2011 r j Rainier Avenue Improvements Project Geotechnical Report Table 3. Depths for Traffic Sin nal Pole Foundation Diameter of drilled shaft XYZ T3 1100 2300 36 inches 14'-0" 18'-0" 48 inches 12'-0" 14'-0" 3.4.3 Proposed Gateway Trellis and Identity Poles The foundation design for the Gateway Trellis and Identity Poles are not included within the WSDOT design standards.Therefore,a special foundation design has been generated in general accordance with the WSDOT Geotechnical Design Manual.This special design considered 2.5-foot-diameter drilled shafts subjected to the Gateway Trellis loading requirements provided by Bright Engineering. As requested,we have analyzed a 2.5-foot-diameter shaft with the following loading conditions at the pile head: • Vertical load=2.6 kips • Lateral load= 1 kip • Moment=8 kip-feet Our analysis considered soil conditions encountered at project boreholes JA-2 and JA-6 which have been Y P J previously provided.Based on the results of calculations performed with the pile load capacity software ALLPILE,the minimum required embedment depth for these conditions is 8 feet. The loads described above were not factored for the analysis.The required embedment depth should be applied from the ground surface after stripping of topsoil,or any over-excavation of soft/loose deposits. 3.4.4 Roadway Luminaire Foundation Recommendations According to the design documents provided to JA by KPG,there are 66 new luminaire foundations to be placed at regular intervals along the project alignment. Based on the results of our field exploration and engineering analyses, it is our opinion that the proposed new luminaires can be supported on drilled shaft foundations. The drilled shafts should be embedded sufficiently to resist lateral forces and resulting overturning moments. Of the 66 new luminaire foundations,63 will be built in soft soils(N values< 10),and therefore require custom design,based on the recommendations on WSDOT Standard Plan J-26-10-01. For ease of construction,we recommend using this custom design for all of the new roadway luminaire foundations. We performed calculations using ALLPILE software with input parameters from the two soil boring logs with the worst soil conditions,borings JA-2 and JA-6,which were provided previously. The moment load was calculated using the longest mast arm(14 feet)specified in the Illumination Plan. Moment from wind load was calculated using ASCE 7-05 Wind Load Design 6.5.15. Bearing loads were estimated from information found in the Illumination plan and the Lumen Pole and Bracket Guide. The following input loads were calculated for our analysis: • Bearing load=2 kips Jacobs Associates -16- October 2011 r Rainier Avenue Improvements Project Geotechnical Report • Shear load=2 kips • Moment load= 18 kip-feet • Torsion Load= 1.8 kip- feet Based on the results of our calculations,we recommend a 3 foot diameter, 10 foot deep reinforced concrete foundation. Detailed drawings of the design, adapted from WSDOT Standard Plans,are presented in Appendix E. The foundation is designed for a Lumen luminaire pole 35 feet tall with a mast arm 14 feet long and a Lumen luminaire installed on the end of the mast arm. The foundation design is not affected by whether a 3 or 4 bolt pattern is used for the foundation/pole connection. 3.4.5 Pedestrian Luminaire As requested,JA performed calculations using ALLPILE software for the pedestrian luminaires,which are 14 feet high.We used input parameters from the two soil boring logs with the worst soil conditions,borings JA-2 and JA-6,which were provided previously.We assumed a water table depth of 2 feet. The moment load was calculated using the 4-foot—long mast arm as specified in the Illumination Plan. Moment from wind load was calculated using ASCE 7-05 Wind Load Design 6.5.15.Bearing loads were estimated from information found in the Illumination Plan and the Lumen Pole and Bracket Guide. The following input loads were calculated for our analysis: • Bearing load=2 kips • Shear load=2 kips • Moment load=4.4 kip-feet • Torsion Load=0.1 kip-feet Based on the results of our calculations,we recommend a 2-foot-diameter,5-foot-deep reinforced concrete foundation. Detailed drawings of the design,adapted from WSDOT Standard Plans,are presented in Appendix E. Table 4. Depth for Pedestrian Luminaire Foundations 3 Soft to medium stiff sandy silt and very 1,000 10 to 15 Y loose to medium dense silty sand 4 Soft to medium stiff sandy silt and very 800 8 to l 1 loose to medium dense silty sand Jacobs Associates -17- October 2011 r Rainier Avenue Improvements Project Geotechnical Report 3.5 Pavement Considerations Design criteria for new pavement sections were developed using the American Association of State Highway and Transportation Officials design procedure(AASHTO, 1993).The pavement design is based on the following traffic data provided by KPG: • Average Daily Traffic(ADT)=45,000 • Growth factor=0.5 percent per year • Growth period=20 years • Percent 5 axle trucks or greater= 1.5 percent For the purposes of our design,an equivalent single axle load(ESAL)of 19,000,000 was used for each of the traffic directions.Our design consisted of two separate pavement systems: flexible and rigid.A flexible pavement system has a bituminous surface, and a rigid system has a surface of Portland Cement Concrete (PCC).Both systems were designed using WSDOT standards. Depending on the locations where the road will be widened,the cross section of the new pavement should match the existing pavement sections.For the flexural pavement section we recommend using a minimum of 8.5 inches of hot mix asphalt(HMA)overlying 8.5 inches of densely compacted crushed surfacing base course(CSBC). For the rigid pavement system,we recommend using a minimum of 11 inches of PCC and 12 inches of hot mix aggregate base(HMAB). The design is based on the assumption that the pavement subgrade has been prepared in accordance with the recommendations contained in Section 3.1.2 of this report. We recommend that the upper 2 feet of soil beneath the pavement section consist of dense to very dense granular soil,native soil,or structural fill. Depending on the depth of the cuts in these areas,the native soil may not provide suitable bearing for the pavement cross section. In these areas,we recommend over-excavating and removing soil to a minimum depth of 2 feet below new pavements. Prior to subgrade preparation, a study of the compaction characteristics of the subgrade material should be conducted.The study should be based on representative samples of the subgrade materials and should include determination of optimum and natural moisture contents of these soils at the time of placement.The pavement subgrade should be compacted to 95 percent of the maximum dry density,based on the Modified Proctor test method(ASTM D 1557).A sufficient number of in-place density tests during grading work should be performed to confirm that the required relative compaction is being achieved.Base course materials used should meet the graduation requirements in Section 9-03.9(3)Crushed Surfacing of the 2010 WSDOT Standard Specifications, and be placed in accordance with Section 4-04 Ballast and Crushed Surfacing of the 2010 WSDOT Standard Specifications. We recommend that a JA representative be on site to observe pavement subgrade preparation. The new pavement will abut existing pavement,in locations to be determined in the final design.Care must be taken to design a suitable joint between the two different pavement systems. Ii Jacobs Associates -18- October 2011 r Rainier Avenue Improvements Proiect Geotechnical Report 3.6 Site Drainage and Erosion Considerations 3.6.1 Surface Water Control Surface runoff can be controlled during construction by careful grading practices.Typically,these include the construction of shallow,upgrade perimeter ditches or low earthen berms and the use of temporary sump pumps to collect runoff and prevent water from damaging any exposed subgrade. In addition,measures should be taken to avoid impounding of surface water during construction. Permanent control of surface water should be incorporated into the final grading design.Adequate surface gradients and drainage systems should be established such that surface runoff is directed away from structures and pavements and into swales or other controlled drainage devices. 3.6.2 Excavation Dewatering Recommendations To supplement the data related to the near surface aquifer,GeoEngineers performed"falling-head" permeability(slug)tests on May 6,2010,in the existing MPA monitoring wells,MP-4 and MP-5,beneath the BNSF overpass on Rainier Avenue. The data were provided to Jacobs Associates for reduction. We evaluated these data following the Bouwer and Rice method for slug tests performed in partially or completely penetrating wells in unconfined aquifers JA calculated an average permeability rate of 2 x 10"3 cm/sec(0.004 ft/min).Verification of this result is obtained by referencing Freeze and cherry's empirically derived table"Range of Values of Hydraulic Conductivity and Permeability"(1979), which is included Appendix F.It shows that our calculated permeability is typical for a silty sand,which is the predominant material in this area. Based on the results of the GeoEngineers slug test,boring logs from boreholes and monitoring wells previously advanced in that area,and associated laboratory test results,we recommend the following for dewatering the area under the railroad bridge on Rainier Avenue in Renton: Use well-points or a suction well system for temporary project dewatering. • For an excavation of 10 feet by 10 feet,drawing the water down 8 feet below the water table,the steady-state dewatering flow is approximately 40 gallons per minute(gym). • For an excavation approximately 70 feet long by 10 feet wide,for the retaining wall west and south of the dry cleaners,you would need approximately 16 to 18 well points. The above recommendations are provided for estimating purposes only.For work below the water table,the contractor will be required to submit a dewatering plan stamped by a professional engineer.JA is prepared to review the plan for adequacy,but the specifications should state clearly that the complete responsibility for lowering the water table,control of on-and off-site settlement,and discharge are solely the contractors'. 3.6.3 Underdrain System Recommendations JA evaluated the underdrain system beneath the pavement in the area beneath the BNSF railroad overpass, estimated the flow to a pump station,and provided recommendations for the system layout. Jacobs Associates -19- October 2011 r Rainier Avenue Improvements Project Geotechnical Report To evaluate the need for an underdrain system,we reviewed reports and memoranda from Pinnacles GeoSciences, GeoEngineers,and GHD, and have made the following assumptions: • The lowest surface elevation in the vertical curve in the area is at the west gutter line with elevation 19.73 feet(from the BNSF Bridge Clearance table on drawing 3 of 7 in the Draft Permit Submittal by KPG dated January 2011). The low point for the median gutter line is 20.28 feet. • Currently,there is a functioning pump station on the southwest side of the bridge structure. • The storm water designers are not certain whether the in-place underdrain system is functioning, whether it is draining to the pump station,or whether the surface water inlets in the curbs go to the pump station. • From the measured water levels in the local wells,the following can be stated: • Well MP-5 has a fairly constant water level elevation of 18.0 feet,based on five GeoEngineers' readings from mid-December 2009 to mid-December 2010. • The water level in Well MP-4 varies from a low of elevation 19.19 feet in December 2009 to a near constant elevation ranging from 19.8 feet to 19.95 feet in the last four readings. Water Level Discussion The two wells,MP-4 and MP-5,are approximately 80 feet apart,yet there is an approximate 2-foot water level difference between the two. JA has assumed that the difference in water levels between MP-4 and MP-5 is because underdrains do connect to the pump station,they function near MP-5,and are not present or are not functioning near MP-4. Therefore,the change in water elevation in MP-4 is a result of regional water table changes,while the water level near MP-5 is influenced by the underdrains and the pump station. The April 17,2006 Pinnacle GeoScience data show one well(HA-13)having water at elevation 14.4 feet, which is the lowest in the area by several feet. Since there is no pump in this area,it appears that this water elevation is controlled by another means or that the reading is incorrect. Such a reading could be the result of seepage into an existing sewer or through coarse pipe bedding material. We do not believe that the latter is feasible,since both MP-4 and MP-5 would also drain in this manner.Therefore,we conclude that this low reading is the result of local inflow seepage to a utility pipe or is an incorrect reading;as a result,JA is not using this low reading in our design. Design Recommendations During pavement design, it is typical to lower the water table below the stress influence level of the pavement structure.However,if designed correctly,pavement will function adequately even if there is water in the influence zone.From the data for the water level in MP-4,it appears that groundwater will be as high as or slightly higher than the west design gutter elevations(0.4 foot)given for the roadway surface during certain portions of the year if no underdrains are installed. This would result is a near permanent standing water in the underpass gutter,which is typically not recommended from a safety standpoint.In this case,the flow is estimated to be less than 1 gpm and will only be in the gutter,which will flow into the nearest catch basin. JA recommends the following to minimize the chance of pavement degradation and standing water in the underpass: Jacobs Associates -20- October 2011 r Rainier Avenue Improvements Project Geotechnical Report • Over-excavate approximately 4 feet beneath this area,dewatering externally. Place geofabric on the base of the excavation,and then place a shoulder ballast material [WSDOT 9-03.9(2)]that is angular and has no fines. This mass would be stable even if the water table rose because the fill material is angular and not moisture sensitive. • Use concrete pavement with synthetic fibers to aid in cracking control and to provide more tensile strength. We recommend that rigid pavement be used instead of a flexible pavement because it allows the drains to be placed nearly a foot higher,which will reduce the amount of water flowing to the pump station. • Underdrains should be placed at approximate elevation 17.8 feet,which is 2.5 feet lower than the highest water levels in MP-4. The pipe must be slightly lower than the bottom of the drainage blanket layer. • The drains would extend from Station 31+00 to Station 32+50,along the west gutter line and in the middle of the roadway.Our recommendation is to install a layer of permeable material,conforming ' Section 9-03.9(2)Permeable Shoulder Ballast of the 2010 WSDOT Standard Specifications, underneath the pavement base course.The perforated pipes are placed low in the permeable ballast. Estimated Flow from the Underdrains Darcy's law,Q=kiA,was used to estimate the flow to a slot,with the following parameters: Table 5. Underdrain Flow Parameters Rigid Pavement Flexible Pavement Dewatered depth 2.5 ft 3.5 ft Area width 100 ft 100 ft Area length 150 ft 150 ft Perimeter Area* 1,250 sq ft 1,750 sq ft Permeability k 0.004 ft/min 2 x 10- cm/sec 0.004 ft/min 2 x 10- cm/sec Gradient i ** 1 I kiA 5 al/min 7 al/min * Area A is the perimeter area of the rectangle box dewatered=depth x(2)width+(2)length. **Gradient is conservatively assumed to be 1.0. If an underdrain system is installed,the pump station should be sized for a maximum flow of approximately ' 10 gpm, which provides an approximate factor of safety of 2,allowing for the variability in the soils and groundwater levels. 3.6.4 Erosion Control During construction at the site,implementing the recommendations presented in the section on wet weather earthwork can minimize erosion. The erosion control devices should be in place and remain in place throughout site preparation and construction.We recommend that erosion control measures implemented at the site conform to Washington State Department of Ecology approved"Best Management Practices." Jacobs Associates -21- October 2011 r Rainier Avenue Improvements Proiect Geotechnical Report 3.7 Seismic Design Criteria 3.7.1 General Design ground acceleration for the project was determined using results from the US Geological Survey (USGS)website,based on the National Seismic Hazards Mapping Project,completed by USGS in 2003. The peak ground acceleration(PGA)at the project site is approximately 0.32 g,based on horizontal bedrock accelerations associated with a 10 percent probability of exceedance in a 50-year period. 3.7.2 Soil Liquefaction Liquefaction occurs when loose, saturated,cohesionless,poorly graded sands temporarily lose shear strength as a result of increased pore pressures induced by vibration or earthquake shaking.Primary factors controlling the development of liquefaction include intensity and duration of strong ground motion, characteristics of subsurface soil including soil type,relative density,gradation,age of deposits, in situ stress conditions,and the depth to groundwater.Potential effects of soil liquefaction include temporary loss of bearing capacity and lateral soil resistance,and excessive settlements upon dissipation of the excess pore pressures. The results of our subsurface investigation indicate that the soils underlying the site primarily consist of silty sands,cohesive silty and clayey soils,and poorly graded sands and gravels.Given these soil types,it is our opinion that the risk of soil liquefaction at the site during the design earthquake is high.We recommend that a liquefaction analysis be performed when design information is available for structures that might be susceptible to earthquake damage as a result of seismically induced settlement or soil liquefaction.JA would be available to perform liquefaction analysis when such information is available. r Jacobs Associates -22- October 2011 r Rainier Avenue Improvements Project Geotechnical Report 4 Closure This report has been prepared exclusively for the use of KPG and its subconsultants and contractors for specific application to the Rainier Avenue Transit Improvements Project. The observations presented in this report are based on the subsurface explorations and observations completed for this investigation, review of previous geotechnical work in the project area,and conversations regarding the project,and are not intended,nor should they be construed to represent,a warranty,but are forwarded to assist in the planning and design process. Considerable judgment has been applied in interpreting and presenting the results. Subsurface conditions can vary substantially with depth,distance,or due to unanticipated geologic conditions,and the integrity of the geotechnical design elements depends on proper site preparation and construction procedures.As the design develops,we recommend that we be retained to review final design plans and specifications so we can revise or augment our recommendations as required. During the construction phase of the project,we recommend that we be retained to review contractor submittals and to make geotechnical engineering decisions,which may be required in the event that localized variations in the subsurface conditions become apparent during construction. ' We appreciate this opportunity to be of service to you.Should you have any questions,or request additional information,please do not hesitate to contact us. Sincerely, JACOBS ASSOCIATES Carol Ravano,P.E. Don Reid Project Manager Project Engineer Jacobs Associates -23- October 2011 r Rainier Avenue Improvements Project Geotechnical Report I 5 References r ' AASHTOO.AASHTO Guide for Design of Pavement Structures. 1993. ASTM.ASTMD-2488, Standard Recommended Practice for Description of Soils (Visual-Manual Procedure). 2006. Bouwer,H.and R.C.Rice.Slug Test for Unconfined Aquifers. 1976 ' CivilTech Software.ALLPILE Version 7.12.2009. Freeze,A.,and J. Cherry.Groundwater,Prentice Hall. 1997. GeoEngineers.Summary of Groundwater Elevation Data, May,25 2010. GeoEngineers.Summary of Groundwater Chemical Analytical Data.May,25 2010. GHD.E-mail from Kirk Smith to Carol Ravano,JA.December 14.2010. Jacobs Associates.Email from Carol Ravano to Dana Carlisle, PE, GeoEngineers. May 19,2010. Jacobs Associates.KPG-Rainier Avenue Improvements Additional Foundation Design Recommendations for Proposed Gateway Trellis and Identity Poles. November 22,2010. Jacobs Associates.KPG-Rainier Avenue Project-Dewatering Values. May 19,2010. Jacobs Associates.Rainier Avenue Improvements Project-Luminaire Summary Recommendation Report, February 2011. Jacobs Associates.Rainier Avenue Improvements Project—PHASE I Geotechnical Report. February 2010. Jacobs Associates. June 2010.Rainier Avenue Improvements Project — PHASE 2 Geotechnical Report Addendum. Jacobs Associates. Response to KPG E-mail dated July 29, 2010-Phase 2 Geotechnical Investigation and Design, Rainier Avenue Transit Improvement Project, Renton, Washington. August 24.2010. Luzier,J.E.Geology and Groundwater Resources of Southwestern King County, WA.Department of Water Resources. 1969. Milbor-Pita&Associates.Additional Field Data&Pavement Design Recommendations, Rainier Avenue Roadway Widening Project, Renton, Washington. June 2007. , Jacobs Associates -24- October 2011 r Rainier Avenue Improvements Project Geotechnical Report Milbor-Pita&Associates.Earth Pressure Loads—Abutments, Rainier Ave Bridge.May 2007. Milbor-Pita&Associates. Geotechnical Engineering Report, City of Renton—Rainier Avenue Improvement Project, BNSF Railroad Bridge, Renton, Washington. September 2005. Milbor-Pita&Associates.Summary Addendum to Foundation Geotechnical Engineering Report City of Renton-Rainier Avenue Improvement Project;BNSF Railroad Bridge, Renton, Washington.January 2007. Pinnacle GeoSciences.Scott Dry Cleaners, 201—4th Place S., Renton, WA. April 17,2006. WSDOT. WSDOT Pavement Policy.May 2005. WSDOT. WSDOT Standard Specifications for Road, Bridge, and Municipal Construction.2010. WSDOT. Geotechnical Design Manual M46-03.02. July 2010. Washington Administration Code. WAC, Title 173, Chapter 173-160 Minimum Standards for Construction and Maintenance of Wells. 2008. USGS National Seismic Hazard Mapping Project. http://www.geohazards.cr.usgs.gov. 1 Jacobs Associates -25- October 2011 r Rainier Avenue Improvements Project Geotechnical Report Appendix A: Boring Logs 1 Subsurface conditions within the limits of the project area were explored on April,23 and 24,2008. The exploration program consisted of advancing and sampling 2 exploratory borings(JA-2 and JA-6)with a tuck-mounted,hollow-stem auger drill rig. The exploratory borings were advanced to depths between 25 feet and 30 feet and were completed by Holocene Drilling of Fife,Washington,under subcontract to JA. The field exploration program was coordinated and monitored by a JA representative,who also obtained representative soil samples,maintained a detailed record of the observed subsurface soil and groundwater ' conditions,and described the soil encountered by visual and textural examination.Each representative soil type observed in our exploratory borings was described using the soil classification system shown in Figure A-1,in general accordance with ASTM D-2488,Standard Recommended Practice for Description of Soils (Visual-Manual Procedure). Logs of the exploratory borings are presented in Figures A-2 and A-3. Additionally,we have included boring logs from a previous investigation that was performed by 1 Milbor-Pita and Associates within the project alignment in 2007.The additional boring is presented as Figure A-4.The stratigraphic contacts shown on the individual logs represent the approximate boundaries between soil types; actual transitions may be more gradual. The soil and groundwater conditions depicted are only for the specific date and locations reported and,therefore, are not necessarily representative of other locations and times.A further discussion of the soil and groundwater conditions observed is contained in the text portion of this report. Disturbed samples of the soil encountered from the borings were obtained at frequent intervals using a 1.5-inch inside diameter(ID)Standard Penetration Test(SPT)split-spoon sampler.The sampler was driven 1 up to 18 inches(or a portion thereof)into the undisturbed soil ahead of the auger bit with a 140-pound automatic hammer falling a distance of approximately 30 inches.The number of blows required to drive the sampler for the final 12 inches(or a portion thereof)of soil penetration,is noted on the boring logs adjacent to the appropriate sample notation. Soil samples collected in this manner were taken to our laboratory for further examination. Upon completion of drilling and sampling,groundwater monitoring wells were installed in general accordance with the requirements of WAC 173-160. Jacobs Associates Appendix A-1- October 2011 r A Boring Logs Subsurface conditions within the limits of the project area were explored on 23 and 24 April, 2008. The exploration program consisted of advancing and sampling two (2) exploratory borings (JA-2 and JA-6) with a truck-mounted, hollow-stem auger drill rig on 23 and 24 April 2008. The exploratory borings were advanced to depths between 25 feet and 30 feet and were completed by Holocene Drilling of Fife, Washington,under subcontract to JA. The field exploration program was coordinated and monitored by a JA representative, who also obtained representative soil samples,maintained a detailed record of the observed subsurface soil and groundwater conditions, and described the soil encountered by visual and textural examination. Each representative soil type observed in our exploratory borings was described using the soil classification system shown on Figure A-1, in general accordance with ASTM D-2488,Standard Recommended Practice for Description of Soils (Visual-Manual Procedure). Logs of the exploratory borings are presented on Figures A-2 and A- 3. Additionally, we have included boring logs from a previous investigation that was performed by Milbor-Pita and Associates within the project alignment in 2007. The additional boring is presented as Figure A-4. The stratigraphic contacts shown on the individual logs represent the approximate boundaries between soil types; actual transitions may be more gradual. The soil and groundwater conditions depicted are only for the specific date and locations reported and, therefore, are not necessarily representative of other locations and times. A discussion of the soil and groundwater conditions is contained in the text portion of this report. Disturbed samples of the soil encountered from the borings were obtained at frequent intervals using a 1.5-inch inside diameter (ID) Standard Penetration Test (SPT) split-spoon sampler. The sampler was driven up to 18 inches (or a portion thereof) into the undisturbed soil ahead of the auger bit with a 140-1b automatic hammer falling a distance of approximately 30 inches. The number of blows required to drive the sampler for the final 12 inches (or a portion thereof) of soil penetration, is noted on the boring logs adjacent to the appropriate sample notation. Soil samples collected in this manner were taken to our laboratory for further examination. Upon completion of drilling and sampling, groundwater monitoring wells were installed in general accordance with the requirements of WAC 173-160. DRILL HOLE LOG Boring No.: JA-2 Project: Rainier Avenue Transit Improvement Project Date Drilled: 4/23/2008 Client: KPG Project No.: JA#4077.0 Location: Rainer St., Renton,WA Logged By: PDC Driller Holocene Drilling Elevation: Drill Rig: ; Hammer Depth to Water: 25 feet Figure A-2 w A SPT N VALUE EL 20 40 60 80 PL MC LL a- �g O Q a O U) MATERIAL DESCRIPTION m Test Results Comments p > > � 20 40 60 80 W v 0_� m0 J z U z ❑FINES CONTENT(%)❑ 0 20 40 60 80 15.5"Asphaltic Concrete Pavement over 6.5" Concrete Pavement SPT 6-10-10 •; Medium dense,light brown,fine and medium 1 (20) SAND with fine gravel,dry[FILL] Shy At 3 feet,lens of black organics and burnt wood 5 SPT 1-1-2 Soft,light brown with dark brown mottling,sandy 2 (g) SILT,moist to dry,trace organic rootlets[NATIVE] ML 10 SPT 0-1-2 ML Soft,gray,clayey SILT with lens of light brown, 3 (3) fine sandy SILT moist g Soft,gray,sandy SILT with lens of gray,fine ML SAND,moist 15 SPT 0-0-1 Very soft,gray,clayey SILT with lens of fine sand, 4 (1) moist 20 ML SPT 0-0-2 At 20 feet, gray,clayey silt with organics,moist 5 X (2) 25 SPT X 2-2-3 SM Loose,gray,fine silty SAND trace organics, wet 6 (5) :. Bottom of hole at 26.5 feet. r a DRILL HOLE LOG Boring No.: JA-6 Project: Rainier Avenue Transit Improvement Project Date Drilled: 4/24/2008 Client: KPG Project No.: JA#4077.0 Location: Rainer St., Renton,WA Logged By: PDC Driller Holocene Drilling Elevation: Drill Rig: ; Hammer Depth to Water: 20 feet Figure A-3 W A SPT N VALUE A a cn w U 2 20 40 60 80 -- W m z� =O 0 — `� Test Results PL MC LL o_� O Q o p MATERIAL DESCRIPTION °' aEi ;—�—� wo— > J -6 Comments 20 40 60 80 2z m OV z U) ❑FINES CONTENT(%)❑ p 20 40 60 80 8"Asphaltic Concrete Pavement SM Very loose,brown,medium,silty SAND,moist SPT 1-1-2 .` [FILL] 1 (3) Soft,brownish gray with tan mottling,clayey SILT, moist,trace organic rootlets L-Ml. 5 SPT 0-0-1 Q, Very loose,gray,coarse GRAVEL,moist 2 (1) °OD G 25 oOD GP G Qo 10 SPT 2-2-4 SOD 3 X (6) o Q, Loose,brown,fine to coarse SAND with gravel, moist[NATIVE] SW 15 SPT X 3-3-3 4 (6) Medium stiff,gray,clayey SILT,trace fine sand, wet ML 20 , SPT 10-14-14 SW Medium dense,gray,fine SAND,wet 5 (28) Medium dense,gray,fine to coarse SAND and • GRAVEL,wet SW 25 SPT 5-8 2 6 (8) M Medium dense,gray,silty SAND,wet Medium stiff,gray,medium to coarse,slightly silty, SAND with fine gravel,wet SW 30 SPT X 10-14-17�:• Dense,gray,fine to coarse,silty SAND,wet 7 (31) SM At 30.5',trace gravel Bottom of hole at 31.5 feet. Milbor-Pita DRILL HOLE LOG �.4SSOCIATES,INC. Boring No.: MP-5 Project: Rainier Avenue Bridge Project No.: 1523B ' Client: DMJM-Harris-City of Renton Date Drilled: 5-19-06 Location: In median,north of center RR abutment on Rainier Avenue Elevation: 21 Driller: Holocene Logged By: CAR Drill Rig: B-61 Truck Rig Depth to Water: Date: -L-7-5-19-06 Depth: 7 ft Date: .z Depth: Elevation Test Results and Well o U) Description E g SPT Moisture a ' Depth(Ft.) Detail D NM N Value SPT N-Value • 10 30 50 ' ° ' FILL 1.5 inch HMA over crushed rock(FILL) -- 20 " FILL Medium dense,brown,medium to coarse SAND and fine to coarse GRAVEL,moist(Pit Run Grave Fill) I,•— FILL Loose,brown,medium to coarse SAND and fine t _ 2 5 15 coarse GRAVEL(4 inches of Pit Run Gravel Fill) ' I• _ • "- _ then silty fine SAND,coarse SAND and fine GRAVEL moist l-� SM �_____ -� --=-- - --- 3 4 --•. I.t:,:c ; Loose,gray,slightly clayey,silty FINE SAND, ---• -- trace medium sand,grading to silty fine SAND, - " w t- sp. la ered with pektL,moist. _ _ 1° "'`j' SM To 10":Very loose silty fine SAND with P ry � ty - ' occasional 2mm peat layer grading to fine SAND. -- j j ML Bottom 8":Very looselsoft,blue,clayey SILT, I€ trace fine sand 5 4 1� Loose/sob,blue-gray,clayey SILT,trace fine sand _ -- s i SW Loose,gray,well-graded SAND and fine .0 GRAVEL,grading to fine SAND,to fine to coarse - — SAND and fine to coarse GRAVEL,wet. 20 sw- Medium dense,gray,fine to medium SAND, 7 T 22� ° SP grading to fine SAND,grading to fine to coarse _.. SAND and GRAVEL, wet. - - - -- -25 -s Getting gravelly -- - 1 SP Medium dense,gray,fine to medium SAND, trace -10 silt 8 17 — - This information pertains only to this boring and should not be interpreted as being indicitive of the site. Figure PAGE 1 of 2 Rainier Avenue Improvements Project Geotechnical Report Appendix B: CPT Results 1 1 r i I 1 1 1 1 1 1 1 Jacobs Associates Appendix B October 2011 r B CPT Results � 1 Jacobs Associates Operator: Dafni CPT Date/Time: 4/2112008 12:21:06 PM Sounding: CPT-1 Location: KPG/Rainier Ave Transit Improvement Project Cone Used: DSG1029 Job Number: 4077.0 Tip Resistance Friction Ratio Pore Pressure Soil Behavior Type* SPT N* Qc TSF Fs/Qc(%) Pw PSI Zone:UBC-1983 60%Hammer 0 500 0 8 -10 20 0 12 0 80 0 TL I 1 I I 5 L_I_J_1_L LL I_.Fj 1_!_1_I .-F�, I I ; I I I I L 1 i I i I I 10 'T—I————--r—T—T— --I— VI—I—T—T TTT —I T1—I--I 1 I I I I, 1 1 1 1 1 ICI 1 I 15 �Ih I 1 I I I I I I I > 20 --IJ—I— I—I —I 1 —I T—i—'T \ '' T 1 I 1�-_ i I i I I I I :•I I t sq I I I i—I I i 1 I I i � I I I I I I� I I I I I I 1 1• I I I I I I :1 I ' I i I I I I I I I 1 I I 1 I�I I I I I I 1 I 1 I 1 I I I I Il I I I I I 1 1 I I r l 1 1 I I I I I[ I I 25 1 I I - I I I I I I I I I I I I I I I I I 1 I I I I I I I 1 1 1 1 1 1 1 t I i I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I i I I I I i I i I I I I I I 1 I I i I I I I I 1 I l l l l l l l i l l I I i I j I I I I t I I I I I I I 1 I I I I I I I I 1 I I I I I 1 1 1 1 1 1 I I I I I I I i I I I I I I I i I I I I I I I I 1 I I I I I I I I I I I I I I I I I I I I I 30 _ I_ __1__I__I _ I _ __I_ _I_ I _I_I i T 1 I 1 I I I I I I I I 1 1 1 1 1 1 I I I I I t 1 i I I I I i 1 i I 1 I I I I I I I I I I 1 1 1 1 1 1 i I i I I 1 I I 1 I I I I I I I I I I I I I I l l l l i i l l l l I I I I I 1 I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I 1 I I I I I I I I 1 I I I I I I I I I I I I I I 1 I I I I I I I I I I I I I I I I I I I 1 I I I I I I I I I I I I I I I I I I I I I I I I i I I I I I I I I 1 I I I I I I i l l l l l l l l l l I I I I I 1 I I I I I 1 I I I I I I I 1 I I I i l l l l l l l l l I I I I I I I 1 I I I I I I I I I I I I I I I I I I I I I I I I I I I I 35 Maximum Depth=26.57 feet Depth Increment=0.164 feet 1 sensitive fine grained 04 silty clay to clay IN 7 silty sand to sandy silt IM10 gravelly sand to sand 112 organic material N 5 clayey silt to silty clay 118 sand to silty sand E 11 very stiff fine grained(*) ■3 clay E 6 sandy silt to clayey silt 9 sand N 12 sand to clayey sand(*) 19"Core was backfiilled with sand prior to starting test Sol ehavior type and SPT based on data from UBC-1983 In Situ Engineering Jacobs Associates Operator: Dafni CPT Date/Time: 4/21/2008 10:58:46 AM Sounding: CPT-14 Location: KPG/Rainier Ave Transit Improvement Project Cone Used: DSG1029 Job Number: 4077.0 Tip Resistance Friction Ratio Pore Pressure Soil Behavior Type' SPT N" Qc TSF Fs/Qc(%) Pw PSI Zone:UBC-1983 60%Hammer 0 500 0 8 -10 20 0 12 0 80 0 I I '�'�L ! I 1 � 1 � I 1 I I 1 I I 1 1 �•.; 1 1 1 I 1-r I I I I I 5 1_JIIL __J_J__ I- I_J_J L 1_ L :_I_1 J_1- IJ I 1 I I I I I I I I I I t I I I I I I ! IS I I 1 1 1 I 1 1 i I I 1 I I I it I 10 T\1 ----r-r—T- --I- -I-7 -i T-I r -1-1—r ;� #a; T r T--I T—r 1 ! I I I I 1 1 x,71 1 1 1 L I 1 ! 1 i'"� 1 1 1 I I I I I I I I I I I ! 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I 1 1 1 I I I I I I I 1 1 1 1 t l l l I I I I I I I I I I 1 I i I I I I I 1 1 1 I I I I I I I I I I 1 1 1 I I I I I I l I I I I I I I I I I I I I I I I I I 1 I I I I I I I I I I I I I I I I I I I I I I I I I 1 I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I 1 I I I I I I i I I I I I I I I I I I 1 I I I I I I I I 1 1 1 1 I I I I I I 30 ------ ------- -------- -- -- - ---- - 1I I -I--I -� I I I 1 1 1 1 1 1 1 I I--I-�-� 11111-I I I I I I I I I I I I I I 1 I I I 1 I I I 1 1 1 1 1 I I 1 1 1 1 I I I I I 1 I I I I I I 1 1 1 I 1 1 1 1 I 1 1 I 1 I I I 1 1 1 1 1 1 1 1 1 1 1 I I I 1 I I I I I I I I I I I I I i I I I I I I I I I I I 1 1 1 1 1 1 1 1 I I I I I I I I I I I I I I I I I I I I I I I I I I I I I 1 1 1 1 1 1 1 1 I I I I I 1 1 I 1 ! I I 1 ! I I I 1 1 1 1 1 1 1 1 1 1 1 1 ! I 1 I I I I I I 1 I I I I 1 I I I 1 I I I I I I I I I 1 1 1 1 1 I I I I 1 1 1 I I I I I I 1 I I I I I 1 I I 1 1 I 1 I I I I I I 1 i I I I I I I I I I I I I I I I I 1 I 35 Maximum Depth=19.36 feet Depth Increment=0.164 feet 1 sensitive fine grained 4 silty clay to clay ®7 silty sand to sandy silt 010 gravelly sand to sand 2 organic material 5 clayey silt to silty clay 8 sand to silty sand 11 very stiff fine grained(') N 3 clay 6 sandy silt to clayey silt 9 sand 12 sand to clayey sand(') 14"Core was backfilled with sand prior to starting test `Soil behavior type and SPT based on data from UBC-1983 In Situ Engineering Jacobs Associates Operator: Dafni CPT Date/Time: 4/22/2008 1:26:15 PM Sounding: CPT-11 Location: KPG/Rainier Ave Transit Improvement Project Cone Used: DSG1029 Job Number: 4077.0 Tip Resistance Friction Ratio Pore Pressure Soil Behavior Type* SPT N* Qc TSF Fs/Qc(%) Pw PSI Zone:UBC-1983 60%Hammer 0 500 0 8 -10 20 0 12 0 80 rI I I i i I I I I I I I I I I I i I I i 1 1 I I -ice I i 1 I I r5 1-J- -I--1- L 1 J--I_ _I_L J__1_I L_,_J_1_L J1_L r i I I i i I ' I I I I 11 1 I I it I 1 I I I I I I I 51 1 I I ; I I I I I I I I I I I I I t I II I I I I l l l f l I' II I I I I 10 T-1 r-'-1-T-t 1Tr -I-T1-I T'1 I I I 1 I I 1 I I 1 I I I I I I I I I I I I I I I I I 1 I I I I I I I I I I I I I I9 1 I I I I 1 I I I I I I I I I I [�I I I I I 1 I I i I I I I I I I I I I I I I I I I I I 1 1 I I tI I I I I 1 I I I I I I I I I 1 1 I I I I I I I I 1 1 1 1 1 1 I I I I I I t I I I I I I 1 r I� I I I I I 1 1 I I I I Ij I I I 1 1 1 1 1 I TLL, 1 I i I I I I I I I 1 I I I I I I I I I V I I I I LT I I I I I I I I I I I I j I I I I I I I II I I I I I I I I � I 1 I I I I I I 1 I I 1 I I I I 1 I I I I I I I I I I 1 I II(mo! I I Dih I I I I 1 I I I I I I I I I I I I I I I I I I I 1 I I I I I I I I I I I I I I I I 1 1 1 1 1 I I 1 I I I 1 I I I I I 1 I I I I I I I 1 I I 1 I I I I I I I I I I I I I I I I I t I I I I I I I I I I I I I I I I I I 1 1 1 1 1 1 1 I I I I 1 1 1 1 1 I 1 I I I I 1 I I I I I I I I I I 1 I I I I I 1 1 1 1 1 1 1 1 I I I I I 1 1 I I I 20 I I I 1 I I I I I 1 I I I I I I I I I I I I I I I I I I I 1 I I I I I I I I I I I I I I 1 I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I 1 I I I I I I I I I I I I 1 I I I I I I I I I I I 1 1 I I I I I I ! I I I I 1 1 I I I I I I I 1 I I 1 I I I I I I I I I I I I 1 I I I I I 1 1 I I I I I 1 1 I I I I 1 I I I ! I I I I I I I I I I I I I I I I I I I 1 I I I I I I I I I I I 1 I I I I l l l l l l l i l l I I I I I I I I I I I I I I I I I I 1 I I I I I I I I I I I I I I I I I I I I I I I I I I I I 1 I I I I I ! 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I I I I I I I I I I 11 I I I I I I I I I I I I I I I i I I I 1 I I I I I 1 1 I I I I I I I I 1 I I I I I 35 ' Maximum Depth=17.72 feet Depth Increment=0.164 feet 1 sensitive fine grained ®4 silty clay to clay 07 silty sand to sandy silt E10 gravelly sand to sand 2 organic material N 5 clayey silt to silty clay >N 8 sand to silty sand 0 11 very stiff fine grained(*) 03 clay N 6 sandy silt to clayey silt 112 9 sand E 12 sand to clayey sand(*) 15"Core was backfilled with sand prior to starting test Sol ehavior type and SPT based on data from UBC-1983 In Situ Engineering Jacobs Associates Operator: Dafni CPT Date/Time: 4122/2008 11:45:36 AM Sounding: CPT-10 Location: KPG/Rainier Ave Transit Improvement Project Cone Used: DSG1029 Job Number: 4077.0 Tip Resistance Friction Ratio Pore Pressure Soil Behavior Type* SPT N* Qc TSF Fs/Qc(%) Pw PSI Zone:UBC-1983 60%Hammer 0 500 0 8 -10 20 0 12 0 80 0 •I I I I ! I i I I �, I I I I I I I I I I I I I I 'I I I I I I I 5 J_I_1-I I I I//l I 4 1 1 1 1 1 1 I I I I I I I I I 1 I I I I 1 I I I I I I I 1 1 1 1 1 1 i I I i I I I I I I I I I I II I I I I 1 I I 1 1 ! 1 I I I I I I I I I I I 10 r-I------r-r-r--1--r -rr-1-rr eI T -i r�-I-r I I I J I I I I I I I I I I I I I I I I I I I I I T 1 1 1 I I I I I I I I I I I I I 1 I I I I I ••. I I I I I I I 1 I I I I I I I I I i 1 I I I I I I ! I I I !I I I I I I I I I I I I I I I I I I I I 1 I 15 1-J_-1_---L-L_1_J_J_ -L1 J_L 1J L I-J_1-L J11L -L1J-L1J 1 I I 1 t I 1 11 I I I 1 1 1 I I I 1 I I I I I I I I I I I I I I p I I I I 1 1 1 1 1 1 I I I I I I I '•.= I ! I I � I I I � I I I i I I JI I I I I I I I J� I I I i I I Depth 20 --- � I I I I I I i I I I I I I I I I I 1 1 I I I I I I I I I 1 1 I I I I i I I I I I I I I I I I I I I I I I I I I I I I I 1 I I I I I I I I I i l I I I I I I I I I I I 1 I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I 25 I I I I I I I I I I 1 1 i I I I I 1 I I I I I I I I I I I I I I I 1 I I I I I 1 I I I I 1 I I I I 1 I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I 1 I I I I I I I I I I I I I I I I I I I I I I I I I I I I i 1 1 I I I I I I I I I I I I I t I I I I I I I I I I I I I I I I I I I I I I I I I I 1 I I I I i I I I I I I I I I I I I I I I I I I I I I I I I I I I I i I I 1 I I 1 I 1 1 1 I I I I 1 I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I l l l l l l l i l l I I I I I I I I I 1 I I I I I 1 I 1 I 1 I I I I I I I I I I I I I I I I I I I I I I I I I I I I 1 I I I I I I I I I I I I I 1 I I I I I I I I I I I I I I I I i I 1 I I I 30 I 1 I I I I I i I I I I I I I I I I I I I I 1 1 1 1 1 1 I I I 1 1 I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I 1 1 1 1 I I i I I I I 35 Maximum Depth=19.85 feet Depth Increment=0.164 feet , 1 sensitive fine grained 04 silty clay to clay ■7 silty sand to sandy silt M10 gravelly sand to sand 132 organic material 5 clayey silt to silty clay 8 sand to silty sand N 11 very stiff fine grained(*) ■3 clay 6 sandy silt to clayey silt 09 sand 0 12 sand to clayey sand 12"Core was backfilled with sand prior to starting test Soil behavior type and SPT based on data from UBC-1983 In Situ Engineering Jacobs Associates Operator: Dafni CPT Date/Time: 4/22/2008 10:48:33 AM ' Sounding: CPT-9 Location: KPG/Rainier Ave Transit Improvement Project Cone Used: DSG1029 Job Number: 4077.0 Tip Resistance Friction Ratio Pore Pressure Soil Behavior Type* SPT N* Qc TSF Fs/Qc(%) Pw PSI Zone:UBC-1983 60%Hammer 0 500 0 8 -10 20 0 12 0 80 O I I I I I I I I i�l I I I � I I I 1 1 1 1 1 1 '•I I I 1 i I I I 1 I 1 I i I I I I I I i I I J i I I 1 1 1 1 1 1 1 rl I i I I I I I , I I I I S1-J-J----'__L_1_1_-I_ 1 _•_1_I L_I__I_ _L _IJ !1 L _I____I___I I 1 : 'I' I I I 1 I I I I I f l I I I I I I I (I I I I I I I I 1 7 I I I 1 I I I l0I�-1-1 T-1 r-I 1-1-1 -I1-I ITr -I T1-1 T1 I I I I ! ! I I I 1 I I I 1 I 1 I I I I V I I I 11 I I I I I I I I I I I I I I I I I I I I I I I I I I I I F I I I I I 1 I I I I I I I I I 1 I I \ I I I I I ( I I I I I I 1 I I I I �F--iI I 15 I I I i 1 I 1 I I I 1 I I I I I I I I I I I I I I I I I I I I 1 i 1 i I I I I I I I 1 I I I I i I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I ! I I I I I I I I I I I 1 1 1 1 1 1 1 1 1 1 1 I I 1 I I I I I ! I I I I I ! I I I I I I I I I I I I I I I I I I I I I I I I I I I I I �th I 1 I ! I I I I I I I 1 I I I I I 1 1 I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I 1 1 I I I I I I I I I I I I I I I I I I ! 1 1 I I I I I I I I I I I I I I I I I I I I I I I I I I I 1 I I i I I 1 I I I 1 I I I I I I I I I I I I I I I I I I I I I 1 1 1 1 I 1 I I I I I I I I I I I I I I I I I ! I 1 I I I I I I I I I I I I I I I I I I I I I I I 20 I I I �-i-I- I - I I- I-��-I-��-I �-1--i-�-� I F ii-I V I I I i-I-i-I-1- I -I 1 I I i I 1 I I I I I I I I I I I 1 I I I I I I I I I I I I I I I I I I I I I I ! I I I I I I I I I I I I I 1 I I I I I I I I I I I I I I I I I I I I I I I I I I I ! 1 I ! I I I I I I I I 1 I 1 1 1 1 1 1 1 1 1 1 1 I I I ! I I I I I I I I I I I I I I I I I I I I I I 1 1 1 1 1 1 1 1 1 1 1 I I I 1 I I I I I I I I I I I I I I I I I I I I I l l l l l i l l l l I I I I I I I I I I I I I I I I I I I I I I I I I 1 1 1 1 1 1 1 1 1 1 ! I I I I I I I I I I I I I I 1 I I 1 I I I I I I I I I I I I I I I I I I I I ! I I ! I t I I 1 I I 1 I I I ! 1 1 1 1 I 25 I-+- I I I I I I I I 1 ! I I I I I I I 1 I I I 1 1 ! 1 1 1 1 1 I I I I I I I I I 1 i 1 I I I I I I I I I I I I I I I I 1 I 11 1 1 1 1 1 1 1 I I I I I I I I I I I I I I I I I I 1 I I 1 I I I I I I I I I 1 1 1 1 1 1 1 I I I I 1 I I I I I I I 1 I I I I I I I I I I i I I I I I I I I I I I I I I I 1 I I I I I 1 I I 1 1 I I I 1 I I I I I i I I I I I I I I I I I I I I I I I I I I I I I I 1 I I 1 I I I I I 1 I I I I I 1 I I ! 1 1 1 1 1 1 1 1 1 1 I I 1 I I I I I I I I I I I I I I I I I I I I I I I I I 1 1 1 1 1 1 1 1 1 I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I 1 I I I I I I I 1 I I I I I I I I I I I I I I I I I I I I I I I 1 I I I I 11 I I I I I I I I I I I I I I I I I I I 11 .1 I I 30 - - ------------------- --- -- - -------- - I I I I I I I 1 I I 1 1 1 1 1 1 1 I 1 I I 1 I I I I-I-1 V I I I I-�T I I I I I I I I I I 1 I I I I I 1 I I I I I I I I I I I I I I I I I 1 I I I I I I I I I I I I I I I I I I I I I I I I I I I I I 1 I I I I I I 1 I I I I I I I I I I I I 1 1 1 1 1 1 1 1 1 1 I I I I I I I I I I I I I I I I I I I I I I 11 1 1 1 1 ! I I I I I 1 1 I I I 1 I I 1 I I I I I I I I I 1 I 1 ! 1 1 1 1 1 1 1 1 1 I I ! 35 1 ' Maximum Depth=15.09 feet Depth Increment=0.164 feet 1 sensitive fine grained 04 silty clay to clay ®7 silty sand to sandy silt N10 gravelly sand to sand 2 organic material ®5 clayey silt to silty clay 0.8 sand to silty sand IM 11 very stiff fine grained(*) 3 clay N 6 sandy silt to clayey silt 9 sand E 12 sand to clayey sand(*) 3"Core was backfilled with sand prior to starting test Sole havior type and SPT based on data from UBC-1983 In Situ Engineering Jacobs Associates Q Operator: Dafni CPT Date/Time: 4/22/2008 2:27:45 PM Sounding: CPT-08 Location: KPG/Rainier Ave Transit Improvement Project a Cone Used: DSA0902 Job Number: 4077.0 Tip Resistance Friction Ratio Pore Pressure Soil Behavior Type* SPT N* Qc TSF Fs/Qc(%) Pw PSI Zone:UBC-1983 60%Hammer 0 500 0 8 -10 20 0 12 0 80 0 I __I-��'� _ I f 1 1 ! 1 1 1 I 1 1 1 1 .__T^LL 1 1 .-1-- I Al" 1 1 I 1 I�I I 1 1 I I I I Il I I 1 1 1 1 5 1_J__I_ I_-,1_I_L 1_I _I_J�J_L ___IJ111 I I I i I I I I I I I I IL I I ! I I I I I I I I I I I I I I I I I I I i I 1 1 I I I 1 1 I I I I I I Y I 1 1 1 1 1 1 1 1 l 1 I I 1 _I_ i _I ------ - - - --- -- -- -- - 111 l7 r 1 T-I I 10 7 r r 7 1 T-I r 1 l > I I I I I I I I 1 I 1 I I I I I� 1 1 1 1 1 1 •-I I I I I I Si-T- I =1 1 1 I 1 � I I I I 1 1 I I I I 1 1 1 1 1 1-1 1 1 I 1 1 1 1 1 1 1 LLI 1 1 1 f 1 1 I I I I I I I I /I I I I 1 I I I I I I I I 1 I IL4 I I I 15 I I 1 1 I I I I 1 I I I I I I I 1 I I I I I I I I I I I I I I I I I I I I I I I I I I I I 1 1 I I I I 1 1 I I I I 1 I I I I I 1 1 1 1 1 1 1 I 1 1 I I I I I I I I I 1 1 I I I I I I I I I I I I I I I I I I I I I I I I I I 1 I I I I I I I I 1 I I I I I I 1 I I I I I I I I I I I I I I I I I I I I I I I 1 I I Depth I I I I I I I I I I I 1 I I I I I 1 1 1 1 1 1 1 1 1 1 1 1 I I I I I I I I I I 1 I I I I I I I I I I I I l l l l l i l l l l I I I I 20 ___ 1--�_�___�__I__I_ I1II-F TI F i I--I-T II IIII11111 I-�� I �� I I I 1 I I I I I I I I I 1 I I I I I I I I I I I 1 1 1 1 1 1 1 1 I I I I I I I I I I I 1 I I I I I I I 1 I I I I I I I I I I I I I I I i I I 1 I I I I I I I I I 1 1 1 I I I I I I I I i I I I I I I I I I I I I I I I I 1 I i I I I 1 I I I I I I I I I I I I I I I I I I I I I I I I I I I I I l l l f l l I I I I I I 25 1--4--I----I--✓--+--1--I- --+�-F+-1 H-I--I-i-t LI--I-I� I I I I I I I I I I I I I I i I I I I I 1 1 1 1 1 1 1 1 1 1 1 I I I I 1 I I I I I I I 1 1 I I I I I I I I 1 1 I 1 I I I I I I I I I I 1 1 I 1 I 1 I I I I I I I I I 1 1 1 1 1 I I I I I I I I 1 1 1 1 1 1 1 1 I 1 1 I I I I I I I I I I I I 1 I I i I I I I I I I I t 1 1 1 1 1 1 1 1 1 1 1 I 1 I I I I 30 I I I 1 I I I I I I I I 1 I I I I I I I I I I I I I I I I I I I ! 1 I I I 35 Maximum Depth=15.75 feet Depth Increment=0.164 feet , 1 sensitive fine grained ■4 silty clay to clay 7 silty sand to sandy silt M10 gravelly sand to sand 2 organic material ®5 clayey silt to silty clay 08 sand to silty sand 11 very stiff fine grained(') 03 clay 0 6 sandy silt to clayey silt log sand 12 sand to clayey sand(') 5"Core was backfilled with sand prior to starting test *Soil behavior type and SPT based on data from UBC-1983 In Situ Engineering Jacobs Associates Operator: Dafni CPT Date/Time: 4/22/2008 9:42:21 AM Sounding: CPT-7 Location: KPG/Rainier Ave Transit Improvement Project Cone Used: DSG1029 Job Number: 4077.0 Tip Resistance Friction Ratio Pore Pressure Soil Behavior Type* SPT N* Qc TSF Fs/Qc(%) Pw PSI Zone:UBC-1983 60%Hammer 0 500 0 8 -10 20 0 12 0 80 I I 1 I I I I ! I �I : ' I 5 1_J_J__;__L_L_1_J__I_ . I_ L J_I-i-I 'I I I �, I I I 11 i I 1 10 -1 1 I T/ -1__I__'__r-T-T_i__I_ _I-T 1-I T 1 r'I-"1-1-T '.n' .{T T ?I-T -r T-1 51 /I I 1 1 1 ' 1 I I I • 1 I 1 i I I I 1 1 -� I I I ;_ I I I � 1 1 •// I I I I I I I i I/I I I 1 1 I I I I I 1 1 1 1 1 1 I I 1 I I I I I I 1 I I I I 1 \"`till I I I I I I I 1<�/7 1-J__i__I-_L-l_1_J-J_ 1 J_L 1 J L-1-J`1_L 15 1 I I I I I I I I I 1 I I I I I I I I I I I I I I I I I I I I I 1 I I I� I I I I rY" I I I 1 1 1 1 1 11 1 I I I I I D h \I 1 I 1 I 1 1 : 20 I I ! I I I 1 1 1 I ------- -- - I I I I--�-I - - I I I I 1 I I 1 I I I I I I i I I I I 1 1 1�I 1 1 1 1 1 1 1 I I I I I I I I I I I I I I I 1 1 1 I I I I 1 I I I 1 1 1 I l l i l l l I I I I I 1 1 I I I I I I I I I I I I I I I I I I I 1 1 1 1 1 1 1 1 1 1 1 I I f 1 I I I I I I I I I I I I I I I I I I I 1 ! 1 1 1 1 1 1 1 1 1 1 I I I I 1 1 1 I I I I I I I I I I I I I I I I I I 1 1 1 I I I I I I I I I I I I I I I I I I I I I I 25 +- ----!--ti-+-+- --1- -I- -I-+ -I- -+-+ i++ -1- -1-r-1 I I I I I i I I I i I i I I I I I I I I i I I I I I I I I I I I I l i I I I I I I I I I I i 1 1 1 1 I I I I I I I I i I I I I I I I I I I I I I I 1 1 I I i I I I I I I 1 1 1 1 1 1 i I I I I I I I I I I I 1 1 1 1 I I I I I I I I 1 I t I I I I I I I I I I I I I I I I I I I I I I 1 1 I I I I I i I I I I I I I I I I I t I I I I I 1 I I I I I I I I I I I I I 1 I I I I 1 I I I I I I I I I i I I I i I I I 1 1 I I I I I I I I I I I I I I I i i I I I I I I I I I I I 1 I I I I I I I I 1 I l l l l l i l l l l I I I 1 I - I 30 -1- ---------- ------- I i-�i-I-_i 1 I -1--I-�-� I I I I-I-I d i l l I I i I I I I I I I I I I I I I I I I I i I I I I I I I I I I I I I I I I I I 1 I I I I I I I I I I I 1 1 1 1 1 I I I I I I I I I I I I I I l I 1 1 1 1 1 I I I I I I I I 1 f I I I I I I I 1 1 1 I I I I I I I I I I i l I I 35 I I IIIIIIIIII Maximum Depth=20.34 feet Depth Increment=0.164 feet 1 sensitive fine grained ®4 silty clay to clay 07 silty sand to sandy silt Rio gravelly sand to sand 2 organic material E 5 clayey silt to silty clay 1,38 sand to silty sand E 11 very stiff fine grained(*) 3 clay N 6 sandy silt to clayey silt 9 sand 0 12 sand to clayey sand(*) 7"Core was backfilled with sand prior to starting test Sol ehavior type and SPT based on data from UBC-1983 In Situ Engineering Jacobs Associates Operator: Dafni CPT Date/Time: 4/21/2008 2:40:24 PM Sounding: CPT-5 Location: KPG/Rainier Ave Transit Improvement Project Cone Used: DSG1029 Job Number: 4077.0 Tip Resistance Friction Ratio Pore Pressure Soil Behavior Type' SPT N' Qc TSF Fs/Qc(%) Pw PSI Zone:UBC-1983 60%Hammer 0 500 0 8 -10 20 0 12 0 80 O 1A I i I I I I I I ✓ I I I I IL � I I 1 1 1 1 1 1 5 1_J IIL_L_1_JI_ _I_1_1_1_1_1 _C//J_1 11 L _I-L J_1_1_I I I i i I I 1 I I I I I I I I I I 1 I I I I I I I I I I I I I I I I I 10 7_,__I__!_ T_i__I- -T1-1-T-I r-I,1-1-T -1i1TT -I T1- T-I I I I I I ! I I I I I I I I I I Y I I I 1 I I I 1 I 1 1 1 1 1 1 1 I I I I 15 I TI I I 1 I I Depth 20 /1 I ! I 1 I --I--,-- -T 1- - ! -- T -r -I J-lr T -1- T -I I I �I 1 I I i I I I I I I i t I I I I :�• I I I It I I I 25 -1-- -1-4- -1- I� I I 1 I ! I I I 1 1 I I 1-4-.1 1 1 I I I I I I I I I I I I I I I I i I I t l l l l l l l l l l I I I I I 1 I 30 1 -'__ 1 1 I I I 1 I I I ! !-'- -'-'-_-' ------- ---- ------- I I I I I I -�- I I i-�i-I-� I -I �-I--I-�-� 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 ! i 1 I I I 1 1 I I I I 1 I I I I I I I I I I I I I I I I I 1 1 I I I I I I I I I I I I I I I I I I I I I I I I I I I I 1 I 1 1 1 1 1 1 1 1 1 1 1 ! I I I I I 1 I I I I I I I I I 1 I I I I 1 I ! I 1 1 1 1 1 1 1 1 1 1 ! I I I I I I I 1 I I I I I I I I I I I I I I I I I I I I I I I I I I I 1 1 1 I I I i I I I 35 Maximum Depth=29.20 feet Depth Increment=0.164 feet ' 1 sensitive fine grained ®4 silty clay to clay ®7 silty sand to sandy silt 1010 gravelly sand to sand 2 organic material 6 5 clayey silt to silty clay 08 sand to silty sand E 11 very stiff fine grained(') M3 clay N 6 sandy silt to clayey silt log sand 0 12 sand to clayey sand(') 17"Core was backfilled with sand prior to starting test Soil behavior type and SPT based on data from UBC-1983 In Situ Engineering Jacobs Associates Operator: Dafni CPT Date/Time: 4121/2008 9:46:01 AM ' Sounding: CPT-3 Location: KPG/Rainier Ave Transit Improvement Project Cone Used: DSG1029 Job Number: 4077.0 Tip Resistance Friction Ratio Pore Pressure Soil Behavior Type' SPT N' Qc TSF Fs/Qc(%) Pw PSI Zone:UBC-1983 60%Hammer 0 500 0 8 -10 20 0 12 0 80 O I I I I I ) I I I I II I I I I I 1 1 I I I I I I I 5 1—J—_;——I——�—`_1— I I I I I I I I I C I I I I I I IC I I I 1 1 1 1 1 1 !I I I I I I 10 , 1 I I I } 1 T-1--——,-- —T_,--,— 7)'—�T1—rT iITr —,—r1—r T-1 I 1 1 I I I 1 I I I I I I I I k'I 1 I I I I I I I I I I I I I I 1 1 I 'a I 1 I 1 I 15J__:__I__L_L_1 I I I I I I I I I 1 I I I I 1 I I I I I I I I I I I I I I Ith I I 1 I 1 I\ I I I I I I I I I I 7 I I I I I I II I I I i I I I I I I I I 1 1 I I I I I I I I 1 I I I I I I 20 --------- —I ------ I 25 +- _4 4- --�-�+ 30 -----;-- - --;--- \;-\- -;-=, -; --,--;-;-- -1-!--- - I 35 Maximum Depth=31.99 feet Depth Increment=0.164 feet 1 sensitive fine grained ®4 silty clay to clay 117 silty sand to sandy silt Iffilo gravelly sand to sand 102 organic material ®5 clayey silt to silty clay M 8 sand to silty sand EN 11 very stiff fine grained(') ■3 clay 0 6 sandy silt to clayey silt N 9 sand 0 12 sand to clayey sand Pre-pushed top 2.5ft O In Situ Engineering ''behavior type and SPT based on data from UBC-1983 Jacobs Associates Q Operator: Dafni CPT Date/Time: 4/22/2008 12:26:47 PM Sounding: CPT-15 Location: KPG/Rainier Ave Transit Improvement Project Cone Used: DSG1029 Job Number: 4077.0 Tip Resistance Friction Ratio Pore Pressure Soil Behavior Type* SPT N* Qc TSF Fs/Qc(%) Pw PSI Zone:UBC-1983 60%Hammer 0 500 0 8 -10 20 0 12 0 80 5 �_J_-I__1____L_1-J__I_ '_I_1 J L_f_J_J_L d I'! I I I I I I I I !I I I I I I I I '1 1 1 1 t"'� ✓� 1 1 I�I V I I I 10 7--i-'I- �-1-T-1-I T-I r-I-1-7-r 7 r JI-T 7-1-T-! I ! I 11 Ike, I I I I I `,I 15 I I I I I I 1 I I I I I I I I r I I 1 I Hr I I I I?1 I I I I I ! I I I I I I I I I I I I I I I I I I I I I I I IJ I I I 1 I Depth 20 I I I I I I I I I I 1 1 I I(I I I I 1 I I I I I I I I I I I I`r I I I I 1 I C I I I I I I I I I I I ! I I� I I I I ( •i{„tf'"J� I I I I 1 I I I I 25 +-�- --\I-- -+- --I- -!- -I-+-I H-- -+- I I I I I 1 I I I I I I I I I I I I I I I I I I I Ill I 1 I I I I I I I I I I I I I �1�1 I I I �•i`.�R•.,� I I I 1 1 1 1 I�'—i I I I I I I I I I I 1 1 1 I I 1 I I I I I I I I I I I I I I I I I I I I I 30 I I - - I I ! I I I I I I i I I I I I I I I I I 1 I I iii—ti i I I I F I 35 Maximum Depth=26.08 feet Depth Increment=0.164 feet 1 sensitive fine grained ■4 silty clay to clay 07 silty sand to sandy silt 010 gravelly sand to sand 2 organic material ®5 clayey silt to silty clay 058 sand to silty sand 1111 very stiff fine grained(*) ■3 clay 6 sandy silt to clayey silt 119 sand ■12 sand to clayey sand 9"Core was backfilled with sand prior to starting test `Soil behavior type and SPT based on data from UBC-1983 In Situ Engineering 1 Milbor-Pita DRILL HOLE LOG &SSOCIATES,INC Boring No.: MP-5 Project: Rainier Avenue Bridge Project No.; 1523B Elevation (n A? Test Results and Well 0 Description 06 C; SST Detail E E z NM Moisture A Depth(Ft.) M N CO Value SPT N-Value • 30 50 35 15 . SP Loose,gray,medium sandy,FINE SAND,trace ... .. . .. . . . silt,wet 9 8 -40 20-- .-45 Medium dense,rust,fine to coarse SAND, grading, -25- SP 12 to fine SAND,grading to fine to coarse SAND and ' / I ' fine GRAVEL,wet so 30-- Sw- Very dense,rust fine to coarse SAND,grading to SID 56 fine SAND,grading to slightly silty,fine to coarse SAND and GRAVEL,trace clay,wet -65 SW Medium dense,rust,fine SAND,grading to fine to -35- ......... SID 12 20 medium SAND,grading to fine to coarse SAND, - ' `' '': ------ trace fine gravel. 60 Sw- Very dense,rust,slighty silty,medium sandy,FIN I -40 SID 13 >50 ' '—`=-jam SAND,trace coarse sand,grading to fine SAND, —Sw- R grading to fine to coarse SAND and coarse sp GRAVEL,wet. End of hole at 62 ft.Refusal on very dense sand 65 and gravels. -46 ' - 70 50--- Figure PAGE 2 of 2 Rainier Avenue Improvements Proiect Geotechnical Report Appendix C: Vicinity Maps 1 1 1 1 1 1 1 1 1 Jacobs Associates Appendix C October 2011 r C Vicinity Maps ' 1 �' �a U � X z LLJ X ` d pr s a w r S.2ndSt. IL IL U .. a p co z w I� H z i a O 2 LU S.3rd St. N j s: _ 0 - Q a Z ly QW W < � ' z S.3rd Pl. Z Q O Qd0 zzCY) / W IL V z''0D++ \ g N IL • H o Q O m eo S.4th PI. Q. � a 3 d � x • W eH W ' V Z ' w oLC) :d w -2 S.7th St. CL IL f0 a 'z z LU x p zM w a p a , S.Grady Way LUx 0 d(� IL , i „ N eX z w a a Q _ F- F- z co Lu > w0 � z d Z L,j Q } z LU UJ w � 0 J O Ix �. � P i • cyo z �® U Q a i gyp,. I j IN ( I; ��ii 1 i U X Z w a i a 1 _ F- ' oW a j � 0 w w w ¢ tr � � zp J; • � � s �#4 r � - • N y O { K W m ' 4i wo m • L�f/l f # b 1 1 1 v U X Z w a a ' U) t ( _ F- Ft�; Dw 02 i Q m Q Z a-a Z o F w MW t N =gym i � 1 k � • Lho bg; I df m ' pp E a t€ oa F, f( � 3 7� 4qq o i U X 0 Z W a 1 a Q H z MW co W i o :C q Y. �a 4 r t € f �.. \ l 'Z; G ss ; j < . 0 s 4s: I I CO X z w a H z oW > ¢ W w0� � z a N a z ui ¢ . w � a ♦ N C 11"m ., \ \ i \�, • C o N W r ��qz �o "z r r � a � 3 s�.1: U X D Z W a a it i s z z z ui O2 CO w w > lK > a. 0 1 j U Qw 1b. oi r I V E .SS N n m i I y�� 3 P f f f; 1 f f _ Avg R i a? U X D Z W a CL xU) / 0 Z � w P �-• : > .. S Zd0 € > O Q W � W O 4 Ell om� !£i C!9 y ra a .._ r { f F §t rn U X Z W a a _ z � � a Wok CL - z w � W �"...� ..._jj \ d • l� 7 AT f d =y LU in �� 16 i E E 0 U X ' D Z w a IL I x � vii w w > � � z � z L>U OP LU a c wQIt � L` k { p JJ VY ~?,� 4 fg � • C N a0 O � i y t r' tea" Rn d 66 U X z W a a co � z 0 W � � ¢ ( 1 u is 91 #tt W LLJ { • r C Sn v £ e a o i l =7 N 11 . 4 Rainier Avenue Improvements Project Geotechnical Report Appendix D: Photo Logs ,r Jacobs Associates Appendix D October 2011 r i D Photo Logs ■ ■ ■ ■ r IN Core at JA-2 (15'/Z inches Asphaltic Concrete Pavement over 6%inches Concrete Pavement) I f Core at PC-1 (7 inches Asphaltic Concrete Pavement over 7 inches Concrete Pavement) I� 9 y Core at PC-3(71/2 inches Asphaltic Concrete Pavement over 71/2 inches Concrete Pavement) 1� Core at PC-5(71/2 inches Asphaltic Concrete Pavement over 61/z inches Concrete Pavement) I Core at PC-6(8 inches Asphaltic Pavement over 8 inches Concrete Pavement) i I Rainier Avenue Improvements Proiect Geotechnical Report Appendix E: Pavement Information Jacobs Associates Appendix E October 2011 r Rainier Avenue Improvements Proiect Geotechnical Report Appendix E: Foundation Analyses i Jacobs Associates Appendix E October 2011 r Model Inputs- Loads Highest Signal Loads- Rainier Ave @ STA 21+44("XYZ"=2284) Wind Load 20 Ibs/ft Shear(wind)= 1879.333 Ibs Mast arm uniform load 25 Ibs/ft Weight Moments Wind Moments Moment Arm Wieght Moment Moment Area Moment Torsion Item (ft) (Ibs) ft-Ibs Arm (ft) (ft2) ft-Ibs Signal Head 59 100 5900 20 9.2 3680 10856 Sign 56 20 1120 20 0 0 0 Signal Head 47 100 4700 20 7.5 3000 7050 Signal Head 37 100 3700 20 9.2 3680 6808 Signal Head 26 100 2600 20 9.2 3680 4784 Sign 19 20 380 20 6 2400 2280 Signal Head 13 100 1300 20 9.2 3680 2392 Sign 42 10 420 20 6 2400 5040 Sign 10 10 100 20 6 2400 1200 Sign 11 10 110 20 6 2400 1320 Luminaire 14 100 1400 35 3 2100 840 Mast arm 1 30 1500 45000 35 9 6533 5600 Mast arm 2 7 350 2450 20 13 5333 1867 Sub Totals 2520 69180 41287 50037 TOTALS kip-ft 2.5 110 50 Signal Loads Low-Rainier Ave @ STA 21+44 ("XYZ" = 1023) Wind Load 20 Ibs/ft Shear(wind)= 1425.333 Ibs Mast arm uniform load 25 Ibs/ft Weight Moments Wind Moments Torsion Moment Arm Wieght Moment Moment Area Moment Item ft-Ibs (ft) (Ibs) ft-Ibs Arm (ft) (ft2) ft-Ibs Signal Head-: 36 100 3600 19.5 9.2 3588 1 6624 Sign 32 20 640 19.5 9 3510 5760 Signal Head 24 100 2400 19.5 1 9.2 3588 4416 Signal Head 14 100 1400 19.5 9.2 3588 2576 Sign 6 100 600 19.5 9 3510 1080 Sign 27 20 540 19.5 0 0 0 Luminaire 14 100 1400 35 3 2100 840 Mast arm 1 20 1500 30000 35 9 6533 3733 Mast arm 2 6 350 2100 19.5 13 5200 1600 Sub Totals 2390 42680 31617 26629 TOTALS kip-ft 2.5 74 27 III III I LATERAL ANALYSIS Figure Loads: Load Factor for Vertical Loads=1.5 Load Facto rfor Lateral Loads=1.5 Loads Supported by Pile Cap=0.% n tl Shear Condition:Static y i (with Load Factor) Vertical Load,O=4.5-kp Shear Load,P=3.0-kp Moment,M=165.0-kp-f Profile: Pile Length,L=18.0-ft Top Height,H=0-ft Slope Angle,As=0 Batter Angle,Ab=0 Drilled Shaft(dia>24 in.or 61 cm) Depth Gamma Phi C K e50 or Dr Nspt Depth Width Area Per. I E Weight 0 110.8 26.7 19 41.5 1.81 3 0.0 48 1809.6 150.8 260576.3 3605 1.885 2 110.8 26.7 0.19 41.5 1.8 1 3 18.0 5 103.6 28.4 0.00 7.0 13.82 3 11 109.4 30.7 0.00 21.4 23.94 6 20 1228 37.8 0.00 151 6 6387 28 Single Pile Lateral Analysis: Top Deflection, 0.25500-in Max Moment,M==169.17-kp-f Top Deflection Slope,St=-0.00186 OKI Top Deflection,02550-in is less than the Allowable Deflection=1.00-in Note: Ifthe program cannot find a result or the result exceeds the upper limit.The result will be displayed as 99999. The Max Moment calculated byprogram is an internal force from the applied load conditions.Structural engineer has to check whether the pile has enough capacityto resist the momentwith adequate factor of safety.If not,the pile mayfail under the load conditions. 1� Civi/Tech JA #4077.0 - PHASE 2 Software Signal Pole JA-6 GWSE 2ft II VERTICAL ANALYSIS Figure 1 Loads: Load Factor for Vertical Loads=1.5 Load Factor for Lateral Loads=1.5 Loads Supported by Pile Cap=0% Shear Condition:Static (with load Factor) Vertical Load,Q=4.5-kp Torsion Load with Load Factor,T=75.0-kp-f Shear Load,P=3.0-kp Moment,M=165.0-kp-f _ Profile: Pile Length,L=18.0-ft Top Height,H=0-ft j� Slope Angle,As=0 Bather Angle,Ab=0 Drilled Shaft(dia>24 in.or 61 cm) Soil Data: Depth Gamma Phi C K e50 or Dr Nspt Depth Width Area Per. I E Weight ft- 0 110.8 26.7 19 41.5 1.81 3 0.0 48 11309.6 150.8 260576.3 3605 1.885 2 110.8 26.7 0.19 41.5 1.81 3 18.0 5 103.6 28.4 0.00 7.0 13.82 3 11 109.4 30.7 0.00 21.4 23.94 6 0 1228 37.8 000 151.6 63 8 Vertical capacity: Weight above Ground=0.00 Total Weight=21.40-kp *Soil Weight is not included ' Side Resistance(Down)=101.127-kp Side Resistance(Up)=63.500-kp Tip Resistance(Down)=889.222-kp Tip Resistance(Up)=0.000-kp Total Ultimate Capacity(Down)Quit=990.349-kp Total Ultimate Capacity(Up)=84.899-kp Total Allowable Capacity(Down)Qallow=512.029-kp Total Allowable Capacity(Up)Qallow=53.149-kp OKI Qallow-Q Total Ultimate Torsion Capacity(single pile),T=10.106-kp-f Total Allowable Capacity(single pile),Tallow=6.738-kp-f N/GI Tallow<T Settlement Calculation: At Q=4.50-kp Settlement=0.00333-in MXallow=1.00-in Qallow=441.97745-kp . Note: Ifthe program cannot find a result or the result exceeds the upper limit.The result will be displayed as 99999. CiviiTech JA#4077.0 - PHASE 2 Software Signal Pole JA-6 GWSE 2ft VERTICAL ANALYSIS Figure 1 Loads: Load Factor for Vertical Loads=1.5 Load Factor for Lateral Loads=1.5 - Loads Supported by Pile Cap=0% Shear Condition:Static (with Load Factor) Vertical Load,Q=4.5-kp Torsion Load with Load Factor,T=75.0-kp-f •, ` �, :; Shear Load,P=3.0-kp _ Moment,M=165.0-kp-f Profile: Pile Length,L=14.0-ft Top Height,H=0-ft Slope Angle,As=0 Batter Angle,Ab=0 Drilled Shaft(dia>24 in.or 61 cm) Pill Depth Gamma Phi C K e50orDr Nspt Depth Width Area Per. I E Weight -ft -Ibtf3 -kp/f2 -P In 0 110.8 26.7 19 41.5 1.81 3 0.0 36 1017.9 113.1 82448.0 3605 1.060 2 110.8 26.7 0.19 41.5 1.81 3 14.0 5 103.6 28.4 0.00 7.0 13.82 3 11 109.4 30.7 0.00 21.4 23.94 6 20 1228 37-8 0.00 151-6 63-87 28 Vertical capacity. Weight above Ground=0.00 Total Weight=9.56-kp 'Soil Weight is not included Side Resistance(Down)=48.856-kp Side Resistance(Up)=32.210-kp Tip Resistance(Down)=226.056-kp Tip Resistance(Up)=0.000-kp Total Ultimate Capacity(Down)Cult--274.912-kp Total Ultimate Capacity(Up)=41.765-kp Total Allowable Capacity(Down)Qallow=145.599-kp Total Allowable Capacity(Up)Qallow=25.661-kp OKI Qallow>Q Total Ultimate Torsion Capacity(single pile),T=5.126-kp-f Total Allowable Capacity(single pile),Tallow=3.418-kp-f N/GI Tallow<T Settlement Calculation: At Q=4.50-kp Settlement=0.00938-in At Xallow=1.00-in Qallow=155.44922-kp Note: Ifthe program cannot find a result or the result exceeds the upper limit.The resultwill be displayed as 99999. Civi/Tech JA #4077.0 - PHASE 2 Software Signal Pole JA-6 GWSE 2f4 I' VERTICAL ANALYSIS Figure 1 Loads: Load Factor for Vertical Loads=1.5 Load Factor for Lateral Loads=1.5 Loads Supported by Pile Cap=0% Shear Condition:Static �,ire t}•- -� � z�' - ,.. (with Load Factor) Vertical Load,Q=4.5-kp Torsion Load with Load Factor,T=75.0-kp-f Shear Load,P=3.0-kp Moment,M=165.0-kp-f Profile: Pile Length,L=14.0-ft Top Height,H=0-ft Slope Angle,As=0 Batter Angle,Ab=0 Drilled Shaft(dia>24 in.or 61 cm) Depth Gamma Phi C K e50orDr Nspt Depth Width Area Per. I E Weight tf -ft 0 110.8 26.7 19 41.5 1.81 3 0.0 36 1017.9 113.1 82448.0 3605 1.060 2 110.8 26.7 0.19 41.5 1.81 3 14.0 5 103.6 28.4 0.00 7.0 13.82 3 11 109.4 30.7 0.00 21.4 23.94 6 20 1228 37.8 0.00 151.6 63.87 28 Vertical capacity. Weight above Ground=0.00 Total Weight=9.56-kp 'Soil Weight is not included Side Resistance(Down)=48.856-kp Side Resistance(Up)=32.210-kp Tip Resistance(Down)=226.056-kp Tip Resistance(Up)=0.000-kp Total Ultimate Capacity(Down)Quit=274.912-kp Total Ultimate Capacity(Up)=41.765-kp Total Allowable Capacity(Down)Qallow=145.599-kp Total Allowable Capacity(Up)Qallow=25.661-kp OKI Qallow>Q Total Ultimate Torsion Capacity(single pile),T=5.126-kp-f - Total Allowable Capacily(single pile),Tallow=3.418-kp-f N/G! Tallow<T Settlement Calculation: At Q=4.50-kp Settlement=0.00938-in AtXallow=1.00-in Qallow=155.44922-kp Note: Ifthe program cannotfind a result or the result exceeds the upper limit.The result will be displayed as 99999. Civi/Tech JA#4077.0 - PHASE 2 Software Signal Pole JA-6 GWSE 2ft LATERAL ANALYSIS Figure 2 Loads: Load Factorfor Vertical Loads=1.5 Load Factor for Lateral Loads=1.5 Loads Supported by Pile Cap=0% y m Shear Condition:Static _ u a g� . (with Load Factor) ,y Vertical Load,O=4.5-kp ... ., _ Shear Load,P=3.0-kp Moment,M=111.0-kp-f Profile: �r Pile Length,L=14.0-ft Top Height,H=0-ft Slope Angle,As=0 Batter Angle,Ab=0 Drilled Shaft(dia>24 in.or 61 cm) Depth Gamma Phi C KbfJ3 Width e50 or Dr Nspt Depth Area Per. I E Weight_in 0 110.8 26.7 .19 41.5 1.81 3 0.0 36 1017.9 113.1 82448.0 3605 1.060 2 110.8 26.7 0.19 41.5 1.81 3 14.0 5 103.6 28.4 0.00 7.0 13.82 3 11 109.4 30.7 0.00 21.4 23.94 6 20 122 37Z 0.00 151 6 63-87 28 Single Pile Lateral Analysis: Top Deflection,yt=0.32000-in Max Moment,M=115.00-kp-f Top Deflection Slope,St=-0.00314 OK! Top Deflection,0.3200-in is less than the Allowable Deflection=1.00-ins Note: Ifthe program cannot find a result or the result exceeds the upper limit.The result will be displayed as 99999. The Max Moment calculated by program is an internal force from the applied load conditions.Structural engineer has to check whether the pile has enough capacityto resist the momentwith adequate factor ofsafety.If not,the pile meyfail under the load conditions. CiviiTech JA #4077.0 - PHASE 2 Software Signal Pole JA-6 GWSE 2ft I VERTICAL ANALYSIS Figure 1 Loads: Load Factor for Vertical Loads=1.5 Load Factor for Lateral Loads=15 Loads Supported by Pile Cap=0% Shear Condition:Static 1t tr� 4 (with Load Factor) a Vertical Load,Q=4.5-kp °• ,.. .. �-�-s - Torsion Load with Load Factor,T=40.5-kp-f Shear Load,P=3.0-kp Moment,M=111.0-kp-f Profile: Pile Length,L=14.0-ft Top Height,H=0-ft Slope Angle,As=0 Batter Angle,Ab=0 Drilled Shaft(dia>24 in.or 61 cm) Ptle Data* Depth Gamma Phi C K e50 or Dr Nspt Depth Width Area Per. I E Weight 0 110.8 26.7 .19 41.5 1.81 3 0.0 36 1017.9 1"71 1 82448.0 3605 1.060 _ 2 110.8 26.7 0.19 41.5 1.81 3 14.0 5 103.6 28.4 0.00 7.0 13.82 3 11 109.4 30.7 0.00 21.4 23.94 6 20 199 R 378 0.00 151.6 6387 28 Vertical capacity: Weight above Ground=0.00 Total Weight=9.56-kp 'Soil Weight is not included Side Resistance(Down)=48.856-kp Side Resistance(Up)=32.210-kp Tip Resistance(Down)=226.056-kp Tip Resistance(Up)=0.000-kp Total Ultimate Capacity(Down)Cult--274.912-kp Total Ultimate Capacity(Up)=41.765-kp - Total Allowable Capacity(Down)Callow=145.599-kp Total Allowable Capacity(Up)Qallow=25.661-kp OK! Qallow>Q Total Ultimate Torsion Capacity(single pile),T=5.126-kp-f Total Allowable Capacity(single pile),Tallow=3.418-kp-f N/G! Tallow-T Settlement Calculation: At Q=4.50-kp Settiement=0.00938-in At Xallow=1.00-in Callow=155.44922-kp Note: If the program cannot find a result or the result exceeds the upper limit.The result will be displayed as 99999. CiviiTech JA#4077.0 - PHASE 2 Software Signal Pole JA-6 GWSE 2ft VERTICAL ANALYSIS Figure 1 Loads: Load Factor for Vertical Loads=1.5 Load Factor for Lateral Loads=1.5 Loads Supported by Pile Cap=0% Shear Condition:Static (with Load Factor) v� Vertical Load,Q=4.5-kp Torsion Load with Load Factor,T=40.5-kp-f Shear Load,P=3.0-kp Moment,M=111.0-kp-f Profile: Pile Length,L=12.0-ft Top Height,H=0-ft Slope Angle,As=0 Batter Angle,Ab=0 i Drilled Shaft(dia>24 in.or 61 cm) _ Sl""Dal Pale Data* Depth Gamma Phi C K e50 or Or Nspt Depth Width Area Per. I E Weight 0 110.8 26.7 19 41.5 1.81 3 0.0 48 1809.6 150.8 260576.3 3605 1.885 2 110.8 28.7 0.19 1.81 3 12.0 7.0 5 103.6 28.4 0.00 7.0 13.82 3 11 109.4 30.7 0.00 21.4 23.94 6 20 122.8 37.8 0.00 151 6 63B7 28 Vertical capacity: Weight above Ground=0.00 Total Weight=14.79-kp "Soil Weight is not included Side Resistance(Down)=50.527-kp Side Resistance(Up)=34.572-kp Tip Resistance(Down)=343.386-kp Tip Resistance(Up)=0.000-kp Total Ultimate Capacity(Down)Quit=393:913-kp Total Ultimate Capacity(Up)=49.366-kp Total Allowable Capacity(Down)Callow=205.378-kp Total Allowable Capacity(Up)Qallow=32.080-kp OKI Callow>Q Total Ultimate Torsion Capacity(single pile),T=5.502-kp-f Total Allowable Capacity(single pile),Tallow=3.668-kp-f N/GI Tallow<T Settlement Calculation: At Q=4.50-kp Settlement=0.01037-in At Xallow=1.00-in Qallow=180.37106-kp Note: If the program cannot find a result or the result exceeds the upper limit.The result will be displayed as 99999. CiviiTech JA #4077.0 - PHASE 2 Software Signal Pole JA-6 GWSE 2ft LATERAL ANALYSIS Figure 2 Loads: Load Factor for Vertical Loads=1.5 Load Factorfor Lateral Loads=1.5 Loads Supported by Pile Cap=0 Shear Condition:Static (with Load Factor) Vertical Load,Q=4.5-kp Shear Load,P=3.0-kp ;. Moment,M=111.0-kp-f • Profile: Pile Length,L=12.0-ft -Top Height,H=0-ft Slope Angle,As=0 Batter Angle,Ab=0 Drilled Shaft(dia>24 in.or 61 cm) Depth Gamma Phi C K e50orDr Nspt Depth Width Area Per. 1 - E Weight 11 0 110.8 26.7 19 41.5 1.81 3 0.0 48 1809.6 150.8 260576.3 3605 1.885 2 110.8 26.7 0.19 41.5 1.81 3 12.0 5 103.6 28.4 0.00 7.0 13.82 3 11 109.4 30.7 0.00 21.4 23.94 6 20 122.8 37.8 0.00 151.6 6387 28 Single Pile Lateral Analysis: Top Deflection,yt=OA6800-in Max.Moment,M=115.00-kp-f _ Top Deflection Slope,St=-0.00559 OKI Top Deflection,0.4680-in is less than the Allowable Deflection=1.00-in Note: Ifthe program cannot find a result or the result exceeds the upper limit.The result will be displayed as 99999. The Max.Moment calculated by program is an internal force from the applied load conditions.Structural engineer has to check whether the pile has enough capacityto resist the moment with adequate factor of safety.If not,the pile meyfail under the load conditions. Civi/Tech JA#4077.0 -PHASE 2 Software Signal Pole JA-6 GWSE 2ft Re-Run with no engineer fill at surface 10-21-11 VERTICAL ANALYSIS Figure Loads: Load Factor for Vertical Loads=2.0 Load Factor for Lateral Loads=2.0 Loads Supported by Pile Cap=0% Shear Condition:Static (with Load Factor) Vertical Load,Q=4.0-kp Torsion Load with Load Factor,T=2.6-kp-f - Shear Load,P=4.0-kp Moment,M=36.0-kp-f Profile: Pile Length,L-10.0-ft Top Height,H=0-ft Slope Angle,As=0 Batter Angle,Ab=0 Drilled Shaft(dia>24 in.or 61 cm) Pile Data: Depth Gamma Phi C K e50orDr Nspt Depth Width Area Per. I E Weight 0 108.8 26.4 16 35.9 1.98 3 0.0 36 1059.5 113.1 82470.8 3000 1.072 2 108.7 26.4 .16 35.9 1.98 3 10.0 25 108.7 26.4 0.16 35.9 1.98 3 Vertical capacity. Weight above Ground=0.00 Total Weight=7.19-kp 'Soil Weight is not included Side Resistance(Down)=34.896-kp Side Resistance(Up)=27.265-kp Tip Resistance(Down)=55.782-kp Tip Resistance(Up)=0.000-kp Total Ultimate Capacity(Down)Quit=90.678-kp Total Ultimate Capacity(Up)=34.458-kp Total Allowable Capacity(Down)Qallow=51.155-kp Total Allowable Capacity(Up)Qallow=20.826-kp OK! Qallow>Q Total Ultimate Torsion Capacity(single pile),T=4.339-kp-f Total Allowable Capacity(single pile),Tallow=2.893-kp-f OKI Tallow>T Settlement Calculation: At Q=4.00-kp Settlement=0.00698-in At Xallow=1.00-in Qallow=79.27334-kp Note: Ifthe program cannotfind a result or the result exceeds the upper limit.The resultwill be displayed as 99999. CiviiTech JA #4077.0-PHASE 2 Software Footing at JA-2-Flush w/ground Re-Run with no engineer fill at surface 10-21-11 LATERAL ANALYSIS Figure Loads: Load Factor for Vertical Loads=2.0 Load Factor for Lateral Loads=2.0 Loads Supported by Pile Cap=0% Shear Condition:Static (with Load Factor) Vertical Load,Q=4.0-kp Shear Load,P=4.0-kp Moment,M=36.0-kp-f Profile: Pile Length,L=10.0-ft Top Height,H=0-ft - Slope Angle,As=0 1 Batter Angle,Ab=0 Drilled Shaft(dia>24 in.or 61 cm) Depth Gamma Phi C K e50or Dr Nspt Depth Width Area Per. I E Weight-n2 04 0 108.8 26.4 16 35.9 1.98 3 0.0 36 1059.5 113.1 82470.8 3000 1.072 2 108.7 26.4 .16 35.9 1.98 3 10.0 25 1083 26.4 0.16 35.9 1.98 3 Single Pile Lateral Analysis: Top Deflection,yt=0.31200-in Max Moment,M=42.75-kp-f Top Deflection Slope,St=-0.00379 OKI Top Deflection,0.3120-in is less than the Allowable Deflection=1.00-in Note: Ifthe program cannot find a result or the result exceeds the upper lim it.The result will be displayed as 99999. The Max Moment calculated by program is an internal force from the applied load conditions.Structural engineer has to check whether the pile has enough capacity to resist the moment with adequate factor of safety.If not,the pile may fail under the load conditions. CiviiTech JA#4077.0- PHASE 2 Software Footing at JA-2-Flush w/ground Re-Run with no engineer fill at surface 10-21-11 VERTICAL ANALYSIS Figure 1 Loads: Load Factor for Vertical Loads=2.0 Load Factor for Lateral Loads=2.0 Loads Supported by Pile Cap=0% Shear Condition:Static (with Load Factor) t Vertical Load,Q=4.0-kp Shear Load,P=4.0-kp Moment,M=36.0-kp-f Profile: Pile Length,L=10.0-ft Top Height,H=0-ft , Slope Angle,As=0 Batter Angle,Ab=0 ; Drilled Shaft(dia>24 in.or 61 cm) Depth Gamma Phi C K e50orDr Nspt Depth Width Area Per. I E Weight 0 110.3 26.7 19 41.5 1.81 3 0.0 36 1017.9 113.1 82448.0 3000 1.060 2 110.8 26.7 0.19 41.5 1.81 3 10.0 5 110.8 26.7 0.19 41.5 1.81 3 11 109.4 30.7 0.00 21.4 23.94 6 20 122.8 37.8 0.00 151.6 6337 28 Vertical capacity Weight above Ground=0.00 Total Weight=7.07-kp 'Soil Weight is not included Side Resistance(Down)=38.294-kp Side Resistance(Up)=30.428-kp Tip Resistance(Down)=104.403-kp Tip Resistance(Up)=0.000-kp Total Ultimate Capacity(Down)Quit=142.696-kp Total Ultimate Capacity(Up)=37.501-kp Total Allowable Capacity(Down)Qallow=77.730-kp Total Allowable Capacity(Up)Qallow=22.287-kp OKI Qallow-Q Settlement Calculation: At Q=4.00-kp Settlement=0.01441-in At Xallow=1.00-in Oallow=89.06789-kp Note: Ifthe program cannot find a result or the result exceeds the upper limit.The result will be displayed as 99999. Civi/Tech Rainier Avenue Im orovements Project-P P 1 Software JA #4077.0 - Luminaire Foundation Design Re-Run with no engineer fill at surface 10-21-11 LATERAL ANALYSIS Figure 2 Loads: Load Factor for Vertical Loads=2.0 Load FactorforLateral Loads=2.0 Loads Supported by Pile Cap=0% _ Shear Condition:Static �1 (with Load Factor) Vertical Load,Q=4.0-kp Shear Load,P=4.0-kp Moment,M=36.0-kp-f Profile: Pile Length,L=10.0-ft Top Height,H=0-ft Slope Angle,As=0 Batter Angle,Ab=0 Drilled Shaft(dia>24 in.or 61 cm) n. Depth Gamma Phi C K e50 or Dr Nspt Depth Width Area Per. I E Weight 0 110.3 26.7 19 41.5 1.81 3 0.0 36 1017.9 113.1 82448.0 3000 1.060 2 110.8 26.7 0.19 41.5 1.81 3 10.0 5 110.8 26.7 0.19 41.5 1.8 1 3 11 109.4 30.7 0.00 21.4 23494 6 20 122_8 37.8 000 161.6 6387 28 Single Pile Lateral Analysis: Top Deflection,yt=0.27100-in Max Moment,M=42.75-kp-f Top Deflection Slope,St=-0.00330 OKI Top Deflection,0.2710-in is less than the Allowable Deflection=1.00-in Note: Ifthe program cannotfind a result or the result exceeds the upper limit.The resultwill be displayed as 99999. The Max Moment calculated by program is an internal force from the applied load conditions.Structural engineer has to check whether the pile has enough capacityto resist the momentwith adequate factor of safety.If not,the pile mayfail under the load conditions. Civi/Tech Rainier Avenue Imporovements Project- P Software JA #4077.0 -Luminaire Foundation Design I Re-Run with no engineer fill at surface 10-21-11 VERTICAL ANALYSIS Figure 1 Loads: Load Factor for Vertical Loads=1.5 Load Factor for Lateral Loads=1.5 Loads Supported by Pile Cap=0% Shear Condition:Static (with Load Factor) l� Vertical Load,Q=3.0-kp Torsion Load with Load Factor,T=0.2-kp-f Shear Load,P=3.0-kp Moment,M=6.6-kp-f Profile: Pile Length,L=7.0-ft Top Height,H=0-ft Slope Angle,As=0 Batter Angle,Ab=0 Drilled Pile(dia24 in.or 61 cm) Depth Gamma Phi C K e5O or Dr Nspt Depth Width Area Per. I E Weight:In 0 110.8 26.7 0.19 41.5 1.81 3 0.0 24 706.9 94.2 39760.8 3605 0.736 2 110.6 26.7 0.19 1 3 7.0 7.0 5 103.6 28.4 0.00 7.0 13.3.82 3 11 109.4 30.7 0.00 21.4 23.94 6 10 Vertical capacity Weight above Ground=0.00 Total Weight=5.15-kp `Soil Weight is not included Side Resistance(Down)=16.053-kp Side Resistance(Up)=12.738-kp Tip Resistance(Down)=60.239-kp Tip Resistance(Up)=0.000-kp Total Ultimate Capacity(Down)Quit--76.292-kp Total Ultimate Capacity(Up)=17.890-kp Total Allowable Capacity(Down)Qallow=40.821-kp Total Allowable Capacity(Up)Qallow=11.521-kp OKI Callow>Q Total Ultimate Torsion Capacity(single pile),T=2.027-kp-f Total Allowable Capacity(single pile),Tallow=1.352-kp-f OKI Tallow>T Settlement Calculation: - At Q=3.00-kp Settiement=0.02521-in AtXallow=1.00-in Qallow=43.28358-kp Note: Ifthe program cannot find a result or the result exceeds the upper limit.The result will be displayed as 99999. I Civi/Tech JA #4077.0 -PHASE 2 Software 14ft luminaire JA-6 GWSE 2ft Re-Run with no engineer fill at surface 10-21-11 LATERAL ANALYSIS Figure 2 ' Lae: Load Factor for Vertical Loads=1.5 Load Factor for Lateral Loads=1.5 Loads Supported by Pile Cap=0% Shear Condition:Static (with Load Factor) Vertical Load,Q=3.0-kp Shear Load,P=3.0-kp Moment,M=6.6-kp-f Profile: Pile Length,L=7.0-ft Top Height,H=0-ft Slope Angle,As=0 Batter Angle,Ab=o Drilled Pile(dia24 in.or 61 cm) Depth Gamma Phi C K e50orDr Nspt Depth Width Area Per. I E Weight 0 110.8 26.7 0.19 41.5 1.81 3 0.0 24 706.9 942 39760.8 3605 0.736 2 110.8 26.7 0.19 1.81 3 7.0 5 103 7.0.6 28.4 0.00 7.0 13.82 3 11 109.4 30.7 0.00 21.4 23.94 6 1 63 7 211 20 122 378 1, 10 Single Pile Lateral Analysis: Top Deflection,yt=0.56200-in Max Moment,M=11.17-kp-f Top Deflection Slope,St=-0.01110 OK!Top Deflection,0.5620-in is less than the Allowable Deflection=1.00-in Note: Ifthe program cannotfind a result orthe resullexceeds the upper limit.The resultwill be displayed as 99999. The Max Moment calculated by program is an internal force from the applied load conditions.Structural engineer has to check whether the pile has enough capacilyto resistthe momentwith adequate factorofsafety.If not,the pile mayfail underthe load conditions. CiviiTech JA #4077.0 -PHASE 2 Software Uft luminaire JA-6 GWSE 2ft 1 Re-Run with no engineer fill at surface 10-21-11 VERTICAL ANALYSIS Figure 1 Loads: Load Factor for Vertical Loads=1.5 Load Factor for Lateral Loads=1.5 Loads Supported by Pile Cap=0% Shear Condition:Static (with Load Factor) Vertical Load,Q=3.0-kp Torsion Load with Load Factor,T=0.2-kp-f Shear Load,P=3.0-kp Moment,M=6.6-kp-f Profile: Pile Length,L=7.0-ft Top Height,H=0-ft Slope Angle,As=0 Batter Angle,Ab=0 Drilled Pile(dia<=24 in. or 61 cm) Soil Data: Pile Data: Depth Gamma Phi C K e50 or Dr Nspt Depth Width Area Per. I E Weight -ft -Ib 1f3 -k /f2 -Ib/i3 % -ft -in -in2 -in -in4 -k fit -k /f 0 112.3 26.8 .21 45.6 1.71 3 0.0 24 452.4 75.4 16286.0 3605 0.471 2 112.3 26.8 0.21 45.6 1.71 3 7.0 25 115.2 28.9 0.49 313.1 0.87 5 Vertical capacity: Weight above Ground=0.00 Total Weight=2.32-kp *Soil Weight is not included Side Resistance(Down)=16.279-kp Side Resistance(Up)=13.659-kp Tip Resistance(Down)=22.781-kp Tip Resistance(Up)=0.000-kp Total Ultimate Capacity(Down)Quit=39.060-kp Total Ultimate Capacity(Up)=15.977-kp Total Allowable Capacity(Down)Qallow=22.243-kp Total Allowable Capacity(Up)Qallow=9.148-kp OK! Qallow>Q Total Ultimate Torsion Capacity(single pile),T=2.174-kp-f Total Allowable Capacity(single pile),Tallow=1.449-kp-f OK! Tallow>T Settlement Calculation: At Q=3.00-kp Settlement=0.00780-in At Xallow=1.00-in Qallow=34.74372-kp Note: If the program cannot find a result or the res ult exceeds the upper limit.The result will be displayed as 99999. Civi/Tech JA #4077.0- PHASE 2 Software Footing for 14 ft Lum inarie at JA-2- Flush w/ i MRe-Run with no engineer fill at surface 10-21-11 !, LATERAL ANALYSIS Figure 2 Loads: Load Factor for Vertical Loads=1.5 Load Factor for Lateral Loads=1.5 Loads Supported by Pile Cap=0% Shear Condition:Static (with Load Factor) Vertical Load,Q=3.0-kp Shear Load,P=3.0-kp Moment,M=6.6-kp-f Profile: Pile Length,L=7.0-ft Top Height,H=0-ft Slope Angle,As=0 Batter Angle,Ab=0 Drilled Pile(dia 24 in. or 61 cm) Soil Data: Pile Data: Depth Gamma Phi C K e50orDr Nspt Depth Width Area Per. I E Weight -ft -Ib/f3 -kp/f2 -lbA3 % -ft -in 2 -in -in4 -kp/i2 -kp/f 0 112.3 26.8 .21 45.6 1.71 3 0.0 24 452.4 75.4 16286.0 3605 0.471 2 112.3 26.8 0.21 45.6 1.71 3 7.0 25 115.2 28.9 0.49 313.1 0.87 5 Single Pile Lateral Analysis: Top Deflection,yt=0.26500-in Max Moment,M=11.50-kp-f Top Deflection Slope,St=-0.00441 OK! 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O_ H LIJ LLJ O z0J �wzw Zc~n�pw owz °�w0 Z g ~ w Z F¢ M� wF ¢ �mU z�in ° wQ O_ = Q Z p65 Z< Wp pZ?OC�m X WU�-w?NZF- ~ O O Z C) zN oxc�L°�. z Q�acai�'m L'°woJOao�w C�>/ > H ZO U Z J U r p J F-N X J Z N W w w W Q Z 1 i W O V N - F°wca xN=o=J? =j°o��a°U H w � W � wx zL��ZZU D NFJQ� �C, d CO) = J ZO �J >�LLJ°U O �2�N ri 0C C> O W O (n U c�i Ni �r (.� Q d O J � U Q w ui V z F- N CD z C3 LLJ c � �6 E O CL r m N LU IL 0 a � Z J J / W O' i 9 06 Z L C14 = N J < Z J z c c Q 8 Si p z w O a U ¢ / N O Z N la— p �9 = � z p 3� a wo • W Rainier Avenue Improvements Project Geotechnical Report Appendix F: Range of Values of Hydraulic Conductivity and ' Permeability Jacobs Associates Appendix F October 2011 r Rainier Avenue Improvements Project Geotechnical Report Appendix F: Range of Values of Hydraulic Conductivity and Permeability I! Jacobs Associates Appendix F October 2011 r Phiveafftapw1ki and PWA#*S I Ch,2 Table U Rome of Values of Hydraulic ConduutivitY and Permeability A K x K &pc-srs tv-1) icmA)4nm (gal/davl?) tCis 105 to 13 -to-' to -fe -1072 tog 1CF6 10-3 a. tO -10,6 IV ZZO l I -10-0 IT"* B IV- P 10 t,C-7 1or -tom- L 1 s 10-16 107" L 10 E I to-? Tahtv24 Conversion F0100TO for Pernmablifty and Hydraulic Conductivity Units Pmn*41iffity.k* wrdr ut comduv6iey,;K fig* 4-CY MIS ftiv Us.vNdwrr 1,09 v W3 Lot x Ma 9.,�O x 10'- 1,22 X. 1*1 1A5 x UP 9-29 IF 1 .9.42 " to"'O 9.11 �105 2.99�: IV 1,71 x Wt 9.97 M 1,06 x 10-11 1 9,64 x 143-AS 117-Y I O'� 9.$2 Y, 10t eels 1.431 Y to-; 1,101 x I(Y'A 1.04 x W 1 3;28 2.12 x 1104 3.11 "e 10-4 1,33 e 10— 3.15 x 10, 10$x 10- 1 6.46 x 101 ,KS,gallday4V 5-42 x 10- 3,63 x 10- a 5.40'x W. 472 x to-- 1.55 x. 10-* 1 IT*iDbmh k in ft%.onWti*k io em'by IM>1 Wt� it City of Renton ' Contract Provisions for Rainier Avenue S (SR 167) S Grady Way to S 2nd St APPENDIX F Contractor Requirements for Work on BNSF Railway Company Property LAW DEPARTMENT APPROVED EXHIBIT "C" CONTRACTOR REQUIREMENTS 1.01 General • 1.01.01 The Contractor must cooperate with BNSF RAILWAY COMPANY, hereinafter referred to as "Railway" where work is over or under on or adjacent to Railway property and/or right-of-way, hereafter referred to as "Railway Property", during the reconstruction of the Rainer, Hardie, and Shattuck Avenue Bridges. • 1.01.02 The Contractor must execute and deliver to the Railway duplicate copies of the Exhibit "C-l" Agreement, in the form attached hereto, obligating the Contractor to provide and maintain in full force and effect the insurance called for under Section 3 of said Exhibit"C-1". Questions regarding procurement of the Railroad Protective Liability Insurance should be directed to Rosa Martinez at Marsh,USA,214-303-8519. • 1.01.03 The Contractor must plan, schedule and conduct all work activities so as not to interfere with the movement of any trains on Railway Property. • 1.01.04 The Contractor's right to enter Railway's Property is subject to the absolute right of Railway to cause the Contractor's work on Railway's Property to cease if,in the opinion of Railway,Contractor's activities create a hazard to Railway's Property,employees,and/or operations. • 1.01.05 The Contractor is responsible for determining and complying with all Federal, State and Local Governmental laws and regulations,including,but not limited to environmental laws and regulations(including but not limited to the Resource Conservation and Recovery Act, as amended;the Clean Water Act, the Oil Pollution Act, the Hazardous Materials Transportation Act, CERCLA), and health and safety laws and regulations.The Contractor hereby indemnifies,defends and holds harmless Railway for,from and against all fines or penalties imposed or assessed by Federal,State and Local Governmental Agencies against the Railway which arise out of Contractor's work under this Agreement. • 1.01.06 The Contractor must notify the City of Renton and Railway's Manager Public Projects, telephone number 206-625-6413 at least thirty(30)calendar days before commencing any work on Railway Property. Contractors notification to Railway,must refer to Railroad's file Renton Bridges_ • 1.01.07 For any falsework above any tracks or any excavations located, whichever is greater, within twenty-five (25) feet of the nearest track or intersecting a slope from the plane of the top of nail on a 1 horizontal to 1 vertical slope beginning at eleven(11)feet from centerline of the nearest track,both measured perpendicular to center line of track,the Contractor must furnish the Railway five sets of working drawings showing details of constriction affecting Railway Property and tracks.The working drawing must include the proposed method of installation and removal of falsework, shoring or cribbing, not included in the contract plans and two sets of structural calculations of any falsework,shoring or cribbing. All calculations must take into consideration railway surcharge loading and must be designed to meet American Railway Engineering and Maintenance-of-Way Association(previously known as American Railway Engineering Association)Coopers E-80 live loading standard.All drawings and calculations must be stamped by a registered professional engineer licensed to practice in the state the project is located.The Contractor must not begin work until notified by the Railway that plans have been approved. The Contractor will be required to use lifting devices such as,cranes and/or winches to place or to remove any falsework over Railway's tracks. In no case will the Contractor be relieved of responsibility for results obtained by the implementation of said approved plans. 1 Form 0102 Rev.ot2olo5 • 1.01.08 Subject to the movement of Railways trains,Railway will cooperate with the Contractor such that the work may be handled and performed in an efficient manner.The Contractor will have no claim whatsoever for , any type of damages or for extra or additional compensation in the event his work is delayed by the Railway. 1.02 Contractor Safety Orientation • 1.02.01 No employee of the Contractor,Its subcontractors,agents or invitees may enter Railway Property ' without first having completed Railway's Engineering Contractor Safety Orientation, found on the web site www.contractororientation.com. The Contractor most ensure that each of its employees, subcontractors, agents or invitees completes Railway's Engineering Contractor Safety Orientation , through internet sessions before any work is performed on the Project. Additionally, the Contractor must ensure that each and every one of its employees,subcontractors,agents or invitees possesses a card certifying completion of the Railway Contractor Safety Orientation before entering Railway Property. The Contractor is responsible for the cost of the Railway Contractor Safety Orientation. The Contractor must renew the Railway Contractor Safety Orientation annually. Further clarification can be found on the web site or from the Railway's Representative 1.03 Railway Requirements • 1.03.01 The Contractor must take protective measures as are necessary to keep railway facilities, including trick ballast, free of sand,debris,and other foreign objects and materials resulting from his operations. Any damage to railway facilities resulting from Contractor's operations will be repaired or replaced by Railway and the cost of such repairs or replacement must be paid for by the Agency. • 1.03.02 NOT USED. • 1.03.03 The Contractor must abide by the following temporary clearances during construction: ■ is, Horizontally from centerline of nearest track ■ 21'-6" Vertically above top of rail • 2T-0" Vertically above top of rail for electric wires carrying less than 750 volts ■ 28'-0" Vertically above top of rail for electric wires carrying 750 volts to 15,000 volts ■ 30'-0" Vertically above top of rail for electric wires carrying 15,000 volts to 20,000 volts • 34'-0" Vertically above top of rail for electric wires carrying more than 20,000 volts • 1.03.04 Upon completion of construction,the following clearances shall be maintained: , • 25' Horizontally from centerline of nearest track • 23'-3 W Vertically above top of rail • 1.03.05 Any infringement within State statutory clearances due to the Contractor's operations must be submitted to the Railway and to the City of Renton and must not be undertaken until approved in writing by the Railway, and until the City of Renton has obtained any necessary authorization from the State Regulatory Authority for the infringement. No extra compensation will be allowed in the event the Contractor's work is delayed pending Railway approval,and/or the State Regulatory Authoritys approval. • 1.03.06 In the case of impaired vertical clearance above top of rail,Railway will have the option of installing tell-tales or other protective devices Railway deems necessary for protection of Railway operations.The cost of tell-tales or protective devices will be borne by the Agency. • 1.03.07 The details of construction Lion affecting the Railway's Property and tracks not included in the contract plans must be submitted to the Railway by the City of Renton,for approval before work is undertaken and this work must not be undertaken until approved by the Railway. • 1.03.08 At other than public road crossings,the Contractor must not move any equipment or materials across ' Railways tracks until permission has been obtained from the Railway. The Contractor must obtain a 2 Form 0102 Rev.01/20/05 , "Temporary Private Crossing Agreement" from the Railway prior to moving his equipment or materials across ' the Railways tracks.The temporary crossing must be gated and locked at all times when not required for use by the Contractor.The temporary crossing for use of the Contractor will be at the expense of the Contractor. • 1.03.09 Discharge, release or spill on the Railway Property of any hazardous substances, oil, petroleum, constituents, pollutants,contaminants,or any hazardous waste is prohibited and Contractor must immediately notify the Railway's Resource Operations Center at 1(800) 832-5452, of any discharge, release or spills in excess of a reportable quantity.Contractor must not allow Railway Property to become a treatment,storage or transfer facility as those terms are defined in the Resource Conservation and Recovery Act or any state analogue. • 1.03.10 The Contractor upon completion of the work covered by this contract,must promptly remove from the Railway's Property all of Contractor's tools, equipment, implements and other materials, whether brought upon said property by said Contractor or any Subcontractor, employee or agent of Contractor or of any Subcontractor, and must cause Railway's Property to be left in a condition acceptable to the Railway's representative. 1.04 Contractor Roadway Worker on Track Safety Program and Safety Action Plan • 1.04.01 Each Contractor that will perform work within 25 feet of the centerline of a track must develop and implement a Roadway Worker Protection/On Track Safety Program and work with Railway Project Representative to develop an on track safety strategy as described in the guidelines listed in the on track safety portion of the Safety Orientation. This Program must provide Roadway Worker protection/on track training for all employees of the Contractor,its subcontractors,agents or invitees. This training is reinforced at the job site through job safety briefings.Additionally,each Contractor must develop and implement the Safety Action Plan, as provided for on the web site www.contra-- ieotation.com, which will be made available to Railway prior to commencement of any work on Railway Property. During the performance of work, the Contractor must audit its work activities.The Contractor must designate an on-site Project Supervisor who will serve as the contact person for the Railway and who will maintain a copy of the Safety Action Plan, safety audits, and Material Safety Datasheets(MSDS),at the job site. 1.05 Protection of Railway Facilities and Railway Flagger Services: • 1.05.01 The Contractor must give Railway's Roadmaster a minimum of thirty (30)calendar days advance notice when flagging services will be required so that the Roadmaster can make appropriate arrangements(Le., bulletin the flagger's position). If flagging services are scheduled in advance by the Contractor and it is subsequently determined by the parties hereto that such services are no longer necessary,the Contractor must give the Roadmaster five(5)working days advance notice so that appropriate arrangements can be made to abolish the position pursuant to union requirements. • 1A5.02 Unless determined otherwise by Railway's Project Representative, Railway flagger and protective services and devices will be required and furnished when Contractor's work activities are located over,under and/or within twenty-five(25)feet measured horizontally from centerline of the nearest track and when cranes or similar equipment positioned beyond 25 feet from the track centerline could foul the track in the event of tip over or other catastrophic occurrence,but not limited thereto for the following conditions: 1 • 1.05.02a When in the opinion of the Railway's Representative it is necessary to safeguard Railway's Property, employees,trains,engines and facilities. • 1.05.02b When any excavation is performed below the bottom of tie elevation,it in the opinion of Railway's representative,track or other Railway facilities may be subject to movement or settlement. • 1.05.02c When work in any way interferes with the safe operation of trains at timetable speeds. • 1.05.02d When any hazard is presented to Railway track,communications,signal,electrical,or other facilities either due to persons,material,equipment or blasting in the vicinity. 3 Form 0102 Rev.0120/05 • 1.05.02e Special permission must be obtained from the Railway before moving heavy or cumbersome objects or equipment which might result in making the track impassable. • 1.05.03 Flagging services will be performed by qualified Railway flaggers. • 1.05.03a Flagging crew generally consists of one employee. However,additional personnel may be required to protect Railway Property and operations,if deemed necessary by the Railways Representative. • 1.05.03b Each time a flogger is called,the minimum period for billing will be the eight(8)hour basic day. • 1.05.03e The cost of flagger services provided by the Railway, when deemed necessary by the Railway's representative, will be borne by the City of Renton.The estimated cost for one (1) flogger is $800.00 for an eight (8) hour basic day with time and one-half or double time for overtime, rest days and holidays. The estimated cost for each flogger includes vacation allowance, paid holidays, Railway and unemployment insurance,public liability and property damage insurance, health and welfare benefits, transportation, meals, lodging and supervision. Negotiations for Railway labor or collective bargaining agreements and rate changes authorized by appropriate Federal authorities may increase actual or estimated flagging rates.The flagging rate in effect at the time of performance by the Contractor hereunder will be used to calculate the actual costs of flagging pursuant to this paragraph. • 1.05.03d The average train traffic on this route is 4 freight trains per 24-hour period at a timetable speed of 10 MPH. 1.06 Contractor General Safety Requirements • 1.06.01 Work in the proximity of railway track(s)is potentially hazardous where movement of trains and equipment can occur at any time and in any direction.All work performed by contractors within 25 feet of any track must be in compliance with FRA Roadway Worker Protection Regulations • 1.06.02 Before beginning any task on Railway Property, a thorough job safety briefing must be conducted with all personnel involved with the task and repeated when the personnel or task changes If the task is within 25 feet of any track,the job briefing must include the Railway's nagger,as applicable, and include the procedures the Contractor will use to protect its employees,subcontractors,agents or invitees from moving any equipment adjacent to or across any Railway track(* • 1.06.03 Workers must not work within 25 feet of the centerline of any track without an on track safety strategy approved by the Railway's Project Representative. When authority is provided, every ' contractor employee must know: (1) who the Railway flogger is, and how to contact the nagger,(2) limits of the authority,(3)the method of communication to stop and resume work,and(4) location of the designated places of safety. Persons or equipment entering flaghvork limits that were not previously job briefed,mast notify the flagger immediately,and be given a job briefing when working within 25 feet of the center tine of track. • 1.06.04 When Contractor employees are required to work on the Railway Property after normal working hours or on weekends,the Railroad's representative in charge of the project must be notified.A minimum of two employees must be present at all times • 1.06.05 Any employees,agents or invitees of Contractor or its subcontractors under suspicion of being under ' the influence of drugs or alcohol,or in the possession of same,will be removed from the Railway's Property and subsequently released to the custody of a representative of Contractor management. Future access to the Railway's Property by that employee will be denied • 1.06.06 Any damage to Railway Property, or any hazard noticed on passing trains must be reported immediately to the Railway's representative in charge of the project. Any vehicle or machine which may come 4 Form 0102 Rev.oiao/os in contact with track, signal equipment, or structure (bridge) and could result in a train derailment must be reported immediately to the Railway representative in charge of the project and to the Railways Resource Operations Center at 1(800) 832-5452. Local emergency numbers are to be obtained from the Railway representative in charge of the project prior to the start of any work and must be posted at the job site. • 1.06.07 For safety reasons, all persons are prohibited from having pocket knives, firearms or other deadly weapons in their possession while working on Railways Property. ' 1.06.08 All personnel protective equipment(PPE)used on Railway Property must meet applicable OSHA and ANSI specifications. Current Railway personnel protective equipment requirements are listed on the web site, www.contractororientation.com,however,a partial list of the requirements include: a)safety glasses with permanently affixed side shields (no yellow lenses); b) hard hats c) safety shoo with: hardened toes , above-the-ankle lace-up and a defined heel; and d)high visibility retro-reflective work wear. The Railroad's representative in charge of the project is to be contacted regarding local specifications for meeting requirements relating to hi-visability work wear. Hearing protection,fall protection,gloves,and respirators must be worn as required by State and Federal regulations.(NOTE—Should there be a discrepancy between the information contained on the web site and the information In this paraeraph.the web site will eovern.) • 1.06.09 THE CONTRACTOR MUST NOT PILE OR STORE ANY MATERIALS,MACHINERY OR EQUIPMENT CLOSER THAN 25'-0" TO THE CENTER LINE OF THE NEAREST RAILWAY TRACK MATERIALS, MACHINERY OR EQUIPMENT MUST NOT BE STORED OR LEFT WITHIN 250 FEET OF ANY HIGHWAY/RAIL AT-GRADE CROSSINGS, WHERE STORAGE OF THE SAME WILL OBSTRUCT THE VIEW OF A TRAIN APPROACHING THE CROSSING.PRIOR TO BEGINNING WORK, THE CONTRACTOR MUST ESTABLISH A STORAGE AREA WITH CONCURRENCE OF THE RAILROAD'S REPRESENTATIVE. • 1.06.10 Machines or vehicles must not be left unattended with the engine running. Parked machines or equipment must be in gear with brakes set and if equipped with blade,pan or bucket,they must be lowered to the ground. All machinery and equipment left unattended on Railways Property must be left inoperable and secured against movement.(See internet Engineering Contractor Safety Orientation program for more detailed specifications) ' • 1.06.11 Workers must not create and leave any conditions at the work site that would interfere with water drainage.Any work performed over water must meet all Federal,State and Local regulations. 1.06.12 All power line wires must be considered dangerous and of high voltage unless informed to the contrary by proper authority. For all power lines the minimum clearance between the lines and any part of the equipment or load must be;200 KV or below -15 feet;200 to 350 KV-20 feet;350 to 500 KV-25 feet;500 to 750 KV-35 feet;and 750 to 1000 KV-45 feet. If capacity of the line is not known,a minimum clearance of 45 feet must be maintained A person must be designated to observe clearance of the equipment and give a timely warning for all operations where it is difficult for an operator to maintain the desired clearance by visual means. 1.07 Excavation • 1.07.01 Before excavating,the Contractor must determine whether any underground pipe lines,electric wires, ' or cables, including fiber optic cable systems are present and located within the Project work area. The Contractor must determine whether excavation on Railway's Property could cause damage to buried cables resulting in delay to Railway traffic and dizuptioa of service to users. Delays and disruptions to service may cause business intemmptions involving loss of revenue and profits. Before commencing excavation, the Contractor must contact BNSF's Field Engineering Representative (Rulsty Olson—206 625 6189). All underground and overhead wires will be considered HIGH VOLTAGE and dangerous until verified with the company having ownership of the line. It is the Contractor's responsibility to notify any other companies that have underground utilities in the area and arrange for the location of all underground utilities before excavating. 5 Form 0102 Rev.o mom I �' • 1.07.02 The Contractor must cease all work and notify the Railway immediately before continuing excavation in the area if obstructions are encountered which do not appear on drawings. If the obstruction is a utility and the owner of the utility can be identified,then the Contractor must also notify the owner immediately. If there is any doubt about the location of underground cables or lines of any kind,no work must be performed until the exact location has been determined. 'There will be no exceptions to these instructions. • 1.07.03 All excavations must be conducted in compliance with applicable OSHA regulations and,regardless of depth,must be shored where there is any danger to tracks,structures or personnel. • 1.07.04 Any excavations, holes or trenches on the Railway's Property must be covered, guarded and/or , protected when not being worked on. When leaving work site areas at night and over weekends,the areas must be secured and left in a condition that will ensure that Railway employees and other personnel who may be working or passing through the area are protected from all hazards.All excavations must be back filled as soon as possible. 1.08 Hazardous Waste,Substances and Material Reporting • 1.08.01 If Contractor discovers any hazardous waste, hazardous substance, petroleum or other deleterious material,including but not limited to any non-containerized commodity or material,on or adjacent to Railway's Property, in or near any surface water,swamp,wetlands or waterways,while performing any work under this , Agreement, Contractor must immediately: (a) notify the Railway's Resource Operations Center at l(800) 832-5452, of such discovery: (b) take safeguards necessary to protect its employees, subcontractors, agents and/or third parties:and(c)exercise due care with respect to the release,including the taking of any appropriate measure to minimize the impact of such release. 1.09 Personal Injury Reporting 1.09.01 The Railway is required to report certain injuries as a part of compliance with Federal Railroad , Administration(FRA)reporting requirements.Any personal injury sustained by an employee of the Contractor, subcontractor or Contractor's invitees while on the Railway's Property must be repotted immediately(by phone mail if unable to contact in person)to the Railway's representative in charge of the project. The Non-Emp oyee Personal Injury Data Collection Form contained herein is to be completed and sent by Fax to the Railway at 1(817)352-7595 and to the Railway's Project Representative no later than the close of shift on the date of the injury. 6 Form 0102 Rev.otno/w a NON-EMPLOYEE PERSONAL INJURY DATA COLLECTION INFORMATION REQUIRED TO BE COLLECTED PURSUANT TO FEDERAL REGULATION. IT SHOULD BE USED FOR COMPLIANCE WITH FEDERAL REGULATIONS ONLY AND IS NOT INTENDED TO PRESUME ACCEPTANCE OF RESPONSIBILITY OR LIABILITY. 1. Accident City/St 2. Date: Time: County: 3. Temperature: 4. Weather (if non-Railway location) 5. Social Security# 6. Name(last,first,mi) 7. Address: Street: City: St Zip: 8. Date of Birth: and/or Age Gender. (if available) 9. (a) Injury: (b)Body Part: (i.e.(a)Laceration(b)Hand) 11. Description of Accident(To include location,action,result,etc.): 12. Treatment: ? First Aid Only ? Required Medical Treatment ? Other Medical Treatment 13. Dr.Name 30.Date: 14. Dr.Address: Std; City: St: Zip: 15. Hospital Name: 16. Hospital Address: Street: City: St: Zip: 17. Diagnosis: FAX TO RAILWAY AT(817)352-7595 AND COPY TO RAILWAY ROADMASTER FAX 1 7 Form 0102 Rev.01/20105 tOVERPASSIUNDERPASS EXHIBIT "C-1" Agreement ' Between BNSF RAILWAY COMPANY and the CONTRACTOR BNSF RAILWAY COMPANY ' Attention: Manager Public Projects Railway File: BF10001324 Agency Project: Rainier Ave S(SR 167)-S Grady Way to S 2nd St Gentlemen: 1 The undersigned (hereinafter called, the "Contractor"), has entered into a contract (the "Contract") dated 1 20—, with the City of Renton for the performance of certain work in connection with the following project: Rainier Ave S(SR 167)-S Grady Way to S 2nd St Performance of such work will necessarily require contractor to enter BNSF RAILWAY COMPANY ("Railway") right of way and property ("Railway Property"). The Contract provides that no work will be commenced within Railway Property until the Contractor employed in connection with said work for the City of Renton (i) executes and delivers to Railway an Agreement in the form hereof,and(ii)provides insurance of the coverage and limits specified in such Agreement and Section 3 herein. If this Agreement is executed by a party who ' is not the Owner, General Partner, President or Vice President of Contractor, Contractor must furnish evidence to Railway certifying that the signatory is empowered to execute this Agreement on behalf of Contractor. 1 Accordingly,in consideration of Railway granting permission to Contractor to enter upon Railway Property and as an inducement for such entry, Contractor, effective on the date of the Contract,has agreed and does hereby agree with Railway as follows: ' Section 1. RELEASE OF LIABILITY AND INDEMNITY Contractor hereby waives, releases, indemnifies, defends and holds harmless Railway for all judgments,awards,claims,demands,and expenses(including attorneys'fees),for injury or death to all persons, including Railway's and Contractor's officers and employees, and for loss and damage to property belonging to any person, arising in any manner from Contractor's or any of Contractor's subcontractors' acts or omissions or any work performed on or about Railway's property or right-of-way. This obligation shall not include such claims, costs, damages, or expenses which may be caused by the sole negligence of Railway or its contractors, agents or employees; Provided, that if the claims or damages are caused by or result from the concurrent negligence or other acts or omissions of(a) Railway, its contractors, agents or ' employees and(b)Contractor, its subcontractors, agents or employees,this provision shall Form 106;Rev. 06/01/05 1 be valid and enforceable only to the extent of the negligence of the Contractor, its subcontractors,agents or employees. It is mutually negotiated between the parties that the indemnification obligation ' shall include all claims brought by Contractor's employees against Railway, its agents, servants, employees or otherwise, and Contractor expressly waives its immunity under the industrial insurance act (RCW Title 51) and assumes potential liability for all actions brought by its employees. THE INDEMNIFICATION OBLIGATION ASSUMED BY CONTRACTOR INCLUDES ANY CLAIMS,SUITS OR JUDGMENTS BROUGHT AGAINST RAILWAY UNDER THE FEDERAL EMPLOYEE'S LIABILITY ACT, INCLUDING CLAIMS FOR STRICT LIABILITY UNDER THE SAFETY APPLIANCE ACT OR THE LOCOMOTIVE INSPECTION ACT,WHENEVER SO CLAIMED. Contractor further agrees, at its expense, in the name and on behalf of Railway, that it will adjust and settle all claims made against Railway, and will, at Railway's discretion, appear and defend any suits or actions of law or in equity brought against Railway on any claim or cause of action arising or growing out of or in any manner connected with any liability assumed by Contractor under this Agreement for which Railway is liable or is alleged to be liable. Railway will give notice to Contractor, in writing, of the receipt or dependency of such claims and thereupon Contractor must proceed to adjust and handle to a conclusion such claims, and in the event of a suit being brought against Railway, Railway may forward summons and complaint or , other process in connection therewith to Contractor, and Contractor, at Railway's discretion, must defend, adjust,or settle such suits and protect, indemnify, and save harmless Railway from and against all damages,judgments, decrees, attorney's fees, costs, and expenses growing out of ' or resulting from or incident to any such claims or suits. In addition to any other provision of this Agreement, in the event that all or any portion ' of this Article shall be deemed to be inapplicable for any reason, including without limitation as a result of a decision of an applicable court, legislative enactment or regulatory order,the parties agree that this Article shall be interpreted as requiring Contractor to indemnify Railroad to the fullest extent permitted by applicable law. ' It is mutually understood and agreed that the assumption of liabilities and indemnification provided for in this Agreement survive any termination of this Agreement. Section 2.TERM This Agreement is effective from the date of the Contract until (i)the completion of the project set forth herein, and (ii) full and complete payment to Railway of any and all sums or other amounts owing and due hereunder. Section 3. INSURANCE Contractor must, at its sole cost and expense, procure and maintain during the life of this Agreement the Form 106;Rev.06/01/05 2 ' following insurance coverage: A. Commercial General Liability insurance. This insurance shall contain broad form contractual liability with a combined single limit of a minimum of$5,000,000 each occurrence and an aggregate limit of at least$10,000,000 but in no event less than the amount otherwise carried by the contractor. Coverage must be purchased on a post 1998 ISO occurrence form or equivalent and include coverage for, but not limit to the following: ♦ Bodily Injury and Property Damage ♦ Personal Injury and Advertising Injury ♦ Fire legal liability ♦ Products and completed operations This policy must also contain the following endorsements, which must be indicated on the certificate of insurance: ♦ The definition of insured contract must be amended to remove any exclusion or other limitation for any work being done within 50 feet of railroad property. ♦ Waver of subrogation in favor of and acceptable to Railroad. ♦ Additional insured endorsement in favor of and acceptable to Railroad. ♦ Separation of insureds. ' ♦ The policy shall be primary and non-contributing with respect to any insurance carried by Railroad. It is agreed that any workers' compensation exclusion does not apply to Railroad payments related to the Federal Employers Liability Act or a Railroad Wage Continuation Program or similar programs and any payments made are deemed not to be either payments made or obligations assumed under any Workers Compensation, disability benefits,or unemployment compensation law or similar law. No other endorsements limiting coverage as respects obligations under this Agreement may be included on the policy with regard to the work being performed under this agreement. B. Business Automobile Insurance. This insurance must contain a combined single limit of at least$1,000,000 per occurrence,and include coverage for,but not limited to the following: ♦ Bodily injury and property damage ♦ Any and all vehicles owned,used or hired The policy shall also contain the following endorsements or language,which shall be indicated on the certificate of insurance: ♦ Waiver of subrogation in favor of and acceptable to Railroad. i ♦ Additional insured endorsement in favor or and acceptable to Railroad. ♦ Separation of insureds. Form 106;Rev.06/01/05 3 II ♦ The policy shall be primary and non-contributing with respect to any , insurance carried by Railroad. C. Workers Compensation and Employers Liability insurance including coverage for, but not limited to: ' ♦ Contractor's statutory liability under the worker's compensation laws of the ' state(s)in which the work is to be performed. If optional under State law,the insurance must cover all employees anyway. ♦ Employers' Liability (Part B) with limits of at least $500,000 each accident, $500,000 by disease policy limit, $500,000 by disease each employee. ' ♦ ksjdf This policy shall also contain the following endorsements or language,which shall be ' indicated on the certificate of insurance: ♦ Waiver of subrogation in favor of and acceptable to Railroad. D. Railroad Protective Liability insurance naming only the Railroad as the Insured with coverage of at least $5,000,000 per occurrence and $10,000,000 in the aggregate. , The policy Must be issued on a standard ISO form CG 00 35 10 93 and include the following: ♦ Endorsed to include the Pollution Exclusion Amendment(ISO form CG 28 31 , 10 93) ♦ Endorsed to include the Limited Seepage and Pollution Endorsement. ♦ Endorsed to remove any exclusion for punitive damages. ' ♦ No other endorsements restricting coverage may be added. ♦ The original policy must be provided to the Railroad prior to performing any work or services under this Agreement ' In lieu of providing a Railroad Protective Liability Policy,Licensee may participate in Licensor's Blanket Railroad Protective Liability Insurance Policy available to contractor. ' Other Requirements: All policies(applying to coverage listed above) must not contain an exclusion for punitive i damages and certificates of insurance must reflect that no exclusion exists. Contractor agrees to waive its right of recovery against Railroad for all claims and suits ' against Railroad. In addition, its insurers,through the terms of the policy or policy endorsement, waive their right of subrogation against Railroad for all claims and suits. The certificate of insurance must reflect the waiver of subrogation endorsement. Contractor further waives its right of recovery, and its insurers also waive their right of subrogation against Railroad for loss of its owned or leased property or property under contractor's care,custody or control. Form 106;Rev.06/01/05 4 Contractor is not allowed to self-insure without the prior written consent of Railroad If granted by Railroad, any deductible, self-insured retention or other financial responsibility for claims must be covered directly by contractor in lieu of insurance. Any and all Railroad liabilities that would otherwise, in accordance with the provisions of this Agreement, be covered by contractor's s insurance will be covered as if contractor elected not to include a deductible,self- insured retention or other financial responsibility for claims. Prior to commencin g the Work, contractor must furnish to Railroad an acceptable certificate(s) of insurance including a n original si gn ature of the authorized representative resentative evidencing the required coverage, endorsements, and amendments and referencing the contract audit/folder number if available. The policy(ies) must contain a provision that obligates the insurance company(ies) issuing such policy(ies) to notify Railroad in writing at least 30 days prior to any cancellation, non-renewal, substitution or material alteration. This cancellation provision must be indicated on the certificate of insurance. Upon request from Railroad, a certified duplicate original of any required policy must be furnished. Contractor should send the certificate(s)to the following address: Ebix BPO PO Box 12010-BN Ili Hemet, CA 92546-8010 Fax number: 951-652-2882 Email: bnsfnaebix.com ' Any insurance policy must be written by a reputable insurance company acceptable to Railroad or with a current Best's Guide Rating of A- and Class VII or better, and authorized to ' do business in the state(s)in which the service is to be provide. Contractor represents that this Agreement has been thoroughly reviewed by contractor's insurance agent(s)/broker(s), who have been instructed by contractor to procure the insurance ' coverage required by this Agreement. Allocated Loss Expense must be in addition to all policy limits for coverages referenced above.Not more frequently than once every five years,Railroad may reasonably modify the required insurance coverage to reflect then-current risk management ' practices in the railroad industry and underwriting practices in the insurance industry. If any portion of the operation is to be subcontracted by contractor, contractor must ' require that the subcontractor provide and maintain the insurance coverages set forth herein, naming Railroad as an additional insured, and requiring that the subcontractor release, defend and indemnify Railroad to the same extent and under the same terms and conditions as contractor is required to release,defend and indemnify Railroad herein. Failure to provide evidence as required by this section will entitle, but not require, Railroad to terminate this Agreement immediately. Acceptance of a certificate that does not ' comply with this section will not operate as a waiver of contractor's obligations hereunder. The fact that insurance (including, without limitation, self-insurance) is obtained by contractor will not be deemed to release or diminish the liability of contractor including, without Form 106;Rev.06/01/05 5 limitation, liability under the indemnity provisions of this Agreement. Damages recoverable by ' Railroad will not be limited by the amount of the required insurance coverage. For purposes of this section, Railroad means `Burlington Northern Santa Fe ' Corporation', "BNSF RAILWAY COMPANY" and the subsidiaries, successors, assigns and affiliates of each. Section 4. EXHIBIT"C"CONTRACTOR REQUIREMENTS ' The Contractor must observe and comply with all provisions, obligations, requirements and limitations contained in the Contract, and the Contractor Requirements set forth on Exhibit "C" attached to the Contract and this Agreement, , including, but not be limited to, payment of all costs incurred for any damages to Railway roadbed, tracks, and/or appurtenances thereto, resulting from use, occupancy, or presence of its employees, representatives, or agents or ' subcontractors on or about the construction site. Section 5. TRAIN DELAY Contractor is responsible for and hereby indemnifies and holds harmless Railway (including its affiliated railway companies, and its tenants) for, from and against all damages arising from any unscheduled delay to a freight or passenger train which affects Railway's ability to fully utilize its equipment and to meet customer service and contract obligations. Contractor will be billed, as further provided below, for the economic losses arising from loss of use of ' equipment,contractual loss of incentive pay and bonuses and contractual penalties resulting from train delays, whether caused by Contractor, or subcontractors, or by the Railway performing work under this Agreement. Railway agrees that it will not perform any act to unnecessarily cause train delay. , For loss of use of equipment, Contractor will be billed the current freight train hour rate per train as determined from Railway's records. Any disruption to train traffic may cause delays ' to multiple trains at the same time for the same period. Additionally, the parties acknowledge that passenger, U.S. mail trains and certain other ' grain, intermodal, coal and freight trains operate under incentivelpenalty contracts between Railway and its customer(s). Under these arrangements, if Railway does not meet its contract service commitments,Railway may suffer loss of performance or incentive pay and/or be subject , to penalty payments. Contractor is responsible for any train performance and incentive penalties or other contractual economic losses actually incurred by Railway which are attributable to a train delay caused by Contractor or its subcontractors. , The contractual relationship between Railway and its customers is proprietary and confidential. In the event of a train delay covered by this Agreement, Railway will share information relevant to any train delay to the extent consistent with Railway confidentiality obligations. Damages for ' train delay are currently$382.20 per hour per incident.THE RATE THEN IN EFFECT AT THE TIME OF PERFORMANCE BY THE CONTRACTOR HEREUNDER WILL BE USED TO CALCULATE THE ACTUAL COSTS OF TRAIN DELAY PURSUANT TO THIS AGREEMENT. Form 106;Rev.06/01/05 , 6 i ' Contractor and its subcontractors must give Railway's representative four weeks advance notice of the times and dates for proposed work windows. Railway and Contractor will establish mutually agreeable work windows for the project. Railway has the right at any time to revise or change the work windows due to train operations or service obligations. Railway will not be responsible for any additional costs or expenses resulting from a change in work windows. Additional costs or expenses resulting from a ' change in work windows shall be accounted for in Contractor's expenses for the project. Contractor and subcontractors must plan, schedule, coordinate and conduct all Contractor's work so as to not cause any delays to any trains. Kindly acknowledge receipt of this letter by signing and returning to the Railway two original ' copies of this letter, which, upon execution by Railway, will constitute an Agreement between US. Contractor BNSF Railway Company By: By: ' Printed Name: Name: Manager Public Projects _ g J Title: ' Accepted and effective this_day of 2011. Contact Person: ' Address: City: ' State: Zip: ' Fax: Phone: E-mail: Form 106;Rev.06/01/05 :7 City of Renton ' Contract Provisions for Rainier Avenue S (SR 167) S Grady Way to S 2nd St APPENDIX G Construction Stormwater General Permit Issuance Date: December 1,2010 Effective Date: January 1,2011 Expiration Date: December 31,2015 CONSTRUCTION STORMWATER GENERAL PERMIT -National Pollutant Discharge Elimination System DES and State Waste Discharge General Permit for Stormwater Discharges Associated with Construction Activity ' State of Washington Department of Ecology ' Olympia,Washington 98504 In compliance with the provisions of Chapter 90.48 Revised Code of Washington - . (State of Washington Water Pollution Control Act) and Title 33 United States Code,Section 1251 et seq. ' The Federal Water Pollution Control Act(The Clean Water Act) ` ' Until this permit expires,is modified or revoked,Permittees that have properly obtained coverage under this general permit are authorized to discharge in accordance with the special and general conditions that follow. Susewind,P. E.,P.G. ater Quality Program Manager ' Washington State Department of Ecology TABLE OF CONTENTS ' LISTOF TABLES..........................................................................................................................3 SPECIALCONDITIONS...............................................................................................................5 ' S1. PERMIT COVERAGE........................................................................................................5 S2. APPLICATION REQUIREMENTS...................................................................................8 , S3. COMPLIANCE WITH STANDARDS.............................................................................11 S4. MONITORING REQUIREMENTS..................................................................................12 S5. REPORTING AND RECORDKEEPING REQUIREMENTS.........................................19 ' S6. PERMIT FEES...................................................................................................................22 S7. SOLID AND LIQUID WASTE DISPOSAL....................................................................22 S8. DISCHARGES TO 303(D)OR TMDL WATER BODIES..............................................22 S9. STORMWATER POLLUTION PREVENTION PLAN...................................................26 S10. NOTICE OF TERMINATION..........................................................................................34 GENERALCONDITIONS..........................................................................................................36 ' G1. DISCHARGE VIOLATIONS ...........................................................................................36 ' G2. SIGNATORY REQUIREMENTS.....................................................................................36 G3. RIGHT OF INSPECTION AND ENTRY.........................................................................37 G4. GENERAL PERMIT MODIFICATION AND REVOCATION......................................37 , G5. REVOCATION OF COVERAGE UNDER THE PERMIT.............................................37 G6. REPORTING A CAUSE FOR MODIFICATION............................................................38 G7. COMPLIANCE WITH OTHER LAWS AND STATUTES.............................................38 G8. DUTY TO REAPPLY.......................................................................................................38 G9. TRANSFER OF GENERAL PERMIT COVERAGE.......................................................39 GI0. REMOVED SUBSTANCES.............................................................................................39 , GI 1. DUTY TO PROVIDE INFORMATION...........................................................................39 G12. OTHER REQUIREMENTS OF 40 CFR...........................................................................39 G13. ADDITIONAL MONITORING........................................................................................39 , G14. PENALTIES FOR VIOLATING PERMIT CONDITIONS .............................................40 G15. UPSET...............................................................................................................................40 ' Construction Stormwater General Permit—December 1, 2010 ' Page 2 ' G16. PROPERTY RIGHTS........................................................................................................40 G17. DUTY TO COMPLY........................................................................................................40 G18. TOXIC POLLUTANTS.....................................................................................................41 G19. PENALTIES FOR TAMPERING.....................................................................................41 G20. REPORTING PLANNED CHANGES .............................................................................41 G21. REPORTING OTHER INFORMATION..........................................................................42 ' G22. REPORTING ANTICIPATED NON-COMPLIANCE.....................................................42 G23. REQUESTS TO BE EXCLUDED FROM COVERAGE UNDER THE PERMIT..........42 G24. APPEALS..........................................................................................................................42 G25. SEVERABILITY...............................................................................................................43 G26. BYPASS PROHIBITED....................................................................................................43 ' APPENDIX A—DEFINITIONS..................................................................................................46 APPENDIXB—ACRONYMS ....................................................................................................54 LIST OF TABLES iTable 1. Summary of Permit Report Submittals.......................................................................4 Table 2. Summary of Required On-site Documentation...........................................................4 Table 3. Summary of Primary Monitoring Requirements...................................................... 12 Table 4. Monitoring and Reporting Requirements................................................................. 16 Table 5. Turbidity,Fine Sediment&Phosphorus Sampling and Limits for 303(d)-Listed...24 -' Table 6. pH Sampling and Limits for 303(d)-Listed Waters.............g:..................................24 Construction Stormwater General Permit—December 1, 2010 Page 3 SUMMARY OF PERMIT REPORT SUBMITTALS Refer to the Special and General Conditions within this permit for additional submittal requirements. Appendix A provides a list of definitions. Appendix B provides a list of acronyms. ' Table 1. Summary of Permit Report Submittals Permit Submittal Frequency First Submittal Date . Section , S5.A and High Turbidity/Transparency Phone As Necessary Within 24 hours S8 Reporting S5.13 Discharge Monitoring Report Monthly' Within 15 days of ' applicable monitoring period S5.17 and Noncompliance Notification As necessary Immediately ' S8 S5.17 Noncompliance Notification— As necessary Within 5 Days of non- Written Report compliance G2. Notice of Change in Authorization As necessary ' G6. Permit Application for Substantive As necessary Changes to the Discharge , G8. Application for Permit Renewal 1/permit cycle No later than 180 days before expiration G9. Notice of Permit Transfer As necessary ' G20. Notice of Planned Changes As necessary G22. Reporting Anticipated Non- As necessary , compliance SPECIAL NOTE: *Permittees must submit Discharge Monitoring Reports(DMRs)to the Washington State Department of Ecology monthly,regardless of site discharge,for the full duration of permit coverage. Refer to Section S5.B of this General Permit for more specific information regarding DMRs- ' Table 2. Summary of Required On-site Documentation Document Title Permit Conditions Permit Coverage Letter See Conditions S2,85 , Construction Stormwater General Permit See Conditions S2, S5 Site Log Book See Conditions S4, S5 Stormwater Pollution Prevention Plan(SWPPP) See Conditions S9,S5 Construction Stormwater General Permit—December 1, 2010 ' Page 4 SPECIAL CONDITIONS 1 SI. PERMIT COVERAGE A. Permit Area This Construction Stormwater General Permit(CSWGP)covers all areas of Washington State,except for federal and Tribal lands as specified in Special Condition S l.E.3. B. Operators Required to Seek Coverage Under this General Permit: ' 1. Operators of the following construction activities are required to seek coverage under this CSWGP: a. Clearing,grading and/or excavation that results in the disturbance of one or ' more acres and discharges stormwater to surface waters of the State;and clearing,grading and/or excavation on sites smaller than one acre that are part of a larger common plan of development or sale,if the common plan of development or sale will ultimately disturb one acre or more and discharge stormwater to surface waters of the State. i. This includes forest practices(including,but not limited to,class IV ' conversions)that are part of a construction activity that will result in the disturbance of one or more acres,and discharge to surface waters of the State(that is,forest practices that prepare a site for construction activities);and b. Any size construction activity discharging stormwater to waters of the State that the Department of Ecology("Ecology"): ' i. Determines to be a significant contributor of pollutants to waters of the State of Washington. ii. Reasonably expects to cause a violation of any water quality standard. 2. Operators of the following activities are not required to seek coverage under this CSWGP(unless specifically required under Special Condition S B.Lb.above): ' a. Construction activities that discharge all stormwater and non-stormwater to ground water,sanitary sewer,or combined sewer,and have no point source ' discharge to either surface water or a storm sewer system that drains to surface waters of the State. b. Construction activities covered under an Erosivity Waiver(Special Condition ' S2.C). c. Routine maintenance that is performed to maintain the original line and grade, hydraulic capacity,or original purpose of a facility. ' Construction Stormwater General Permit—December 1, 2010 Page 5 r r C. Authorized Discharges: , 1. Stormwater Associated with Construction Activity. Subject to compliance with the terms and conditions of this permit,Permittees are authorized to discharge ' stormwater associated with construction activity to surface waters of the State or to a stone sewer system that drains to surface waters of the State. (Note that"surface waters of the State"may exist on a construction site as well as off site;for ' example,a creek running through a site.) 2. Stormwater Associated with Construction Support Activity. This permit also authorizes stonmwater discharge from support activities related to the permitted ' construction site(for example,an on-site portable rock crusher,off-site equipment staging yards,material storage areas,borrow areas,etc.)provided: a. The support activity relates directly to the permitted construction site that is ' required to have a NPDES permit;and b. The support activity is not a commercial operation serving multiple unrelated ' construction projects,and does not operate beyond the completion of the construction activity;and c. Appropriate controls and measures are identified in the Stormwater Pollution ' Prevention Plan(SWPPP)for the discharges from the support activity areas. 3. Non-Stormwater Discharges. The categories and sources of non-stormwater ' discharges identified below are authorized conditionally,provided the discharge is consistent with the terms and conditions of this permit: a. Discharges from fire-fighting activities. ' b. Fire hydrant system flushing. c. Potable water,including uncontaminated water line flushing. d. Pipeline hydrostatic test water. e. Uncontaminated air conditioning or compressor condensate. ' f. Uncontaminated ground water or spring water. g. Uncontaminated excavation dewatering water(in accordance with S9.D.10). h. Uncontaminated discharges from foundation or footing drains. , i i. Water used to control dust. Permittees must minimize the amount of dust ' control water used. j. Routine external building wash down that does not use detergents. k. Landscape irrigation water. , The SWPPP must adequately address all authorized non-stormwater discharges, except for discharges from fire-fighting activities,and must comply with Special ' Construction Stormwater General Permit—December 1, 2010 Page 6 ' 1 iCondition S3. At a minimum,discharges from potable water(including water line flushing),fire hydrant system flushing,and pipeline hydrostatic test water must undergo the following:dechlorination to a concentration of 0.1 parts per million (ppm)or less,and pH adjustment to within 6.5—8.5 standard units(su),if necessary. D. Prohibited Discharges: The following discharges to waters of the State,including ground water,are prohibited. ' 1. Concrete wastewater. 2. Wastewater from washout and clean-up of stucco,paint,form release oils,curing compounds and other construction materials. ' 3. Process wastewater as defined by 40 Code of Federal Regulations(CFR) 122.1 (see Appendix A of this permit). ' 4. Slurry materials and waste from shaft drilling. 5. Fuels,oils,or other pollutants used in vehicle and equipment operation and ' maintenance. 6. Soaps or solvents used in vehicle and equipment washing. 7. Wheel wash wastewater,unless discharged according to Special Condition S9.D.9.d. 8. Discharges from dewatering activities,including discharges from dewatering of ' trenches and excavations,unless managed according to Special Condition S9.D.10. E. Limits on Coverage ' Ecology may require any discharger to apply for and obtain coverage under an individual permit or another more specific general permit. Such alternative coverage will be required when Ecology determines that this CSWGP does not provide adequate assurance that water quality will be protected,or there is a reasonable potential for the project to cause or contribute to a violation of water quality standards. The following stormwater discharges are not covered by this permit: ' 1. Post-construction stormwater discharges that originate from the site after completion of construction activities and the site has undergone final stabilization. ' 2. Non-point source silvicultural activities such as nursery operations,site preparation,reforestation and subsequent cultural treatment,thinning,prescribed burning,pest and fire control,harvesting operations,surface drainage,or road construction and maintenance,from which there is natural runoff as excluded in 40 CFR Subpart 122. 3. Stormwater from any federal project or project on federal land or land within an ' Indian Reservation except for the Puyallup Reservation.Within the Puyallup ' Construction Stormwater General Permit—December 1, 2010 Page 7 Reservation,any project that discharges to surface water on land held in trust by ' the federal government may be covered by this permit. 4. Stormwater from any site covered under an existing NPDES individual permit in ' which stormwater management and/or treatment requirements are included for all stormwater discharges associated with construction activity. 5. Stormwater from a site where an applicable Total Maximum Daily Load(TMDL) ' requirement specifically precludes or prohibits discharges from construction activity. S2. APPLICATION REQUIREMENTS ' A. Permit Application Forms ' 1. Notice of Intent Form/Timeline a. Operators of new or previously unpermitted construction activities must , submit a complete and accurate permit application(Notice of intent,or NOI) to Ecology. b. The operator must submit the NOI at least 60 days before discharging ' stormwater from construction activities and must submit it on or before the date of the first public notice(see Special Condition S2.13 below for details). The 30-day public comment period required by WAC 173-226-130(5)begins on the publication date of the second public notice.Unless Ecology responds to the complete application in writing,based on public comments,or any other relevant factors,coverage under the general permit will automatically ' commence on the thirty-fast day following receipt by Ecology of a completed NOI,or the issuance date of this permit,whichever is later,unless Ecology specifies a later date in writing. ' c. Applicants who propose to discharge to a storm or sewer system operated by Seattle,King County,Snohomish County,Tacoma,Pierce County,or Clark County must also submit a copy of the NOI to the appropriate jurisdiction. , d. If an applicant intends to use a Best Management Practice(BMP)selected on the basis of Special Condition S9.C.4("demonstrably equivalent"BMPs),the applicant must notify Ecology of its selection as part of the NOI.In the event , the applicant selects BMPs after submission of the NOI,it must provide notice of the selection of an equivalent BMP to Ecology at least 60 days before intended use of the equivalent BMP. ' e. Permittees must notify Ecology regarding any changes to the information provided on the NOI by submitting an updated NOI.Examples of such changes include,but are not limited to, ' i. changes to the Permittee's mailing address, ii. changes to the on-site contact person information,and ' Construction Stormwater General Permit—December 1, 2010 Page 8 ' iii. changes to the area/acreage affected by construction activity. 2. Transfer of Coverage Form The Permittee can transfer current coverage under this permit to one or more new operators,including operators of sites within a Common Plan of Development, provided the Permittee submits a Transfer of Coverage Form in accordance with General Condition G9.Transfers do not require public notice. B. Public Notice For new or previously unpermitted construction activities,the applicant must publish a public notice at least one time each week for two consecutive weeks,at least 7 days apart,in a newspaper with general circulation in the county where the construction is to take place.The notice must contain: 1. A statement that The applicant is seeking coverage under the Washington State Department of Ecology's Construction Stormwater NPDES and State Waste Discharge General Permit. 2. The name,address and location of the construction site. 3. The name and address of the applicant. 4. The type of construction activity that will result in a discharge(for example, residential construction,commercial constriction,etc.),and the number of acres to be disturbed. 5. The name of the receiving water(s)(that is,the surface water(s)to which the site will discharge),or,if the discharge is through a storm sewer system,the name of the operator of the system. 6. The statement: "Any persons desiring to present their views to the Washington State Department of Ecology regarding this application,or interested in Ecology's action on this application,may notify Ecology in writing no later than 30 days of the last date of publication of this notice.Ecology reviews public comments and considers whether discharges from this project would cause a measurable change in receiving water quality,and,if so,whether the project is necessary and in the overriding public interest according to Tier H antidegradation requirements under WAC 173-201A-320. Comments can be submitted to: Department of Ecology,P.O.Box 47696,Olympia, WA 98504-7696 Attn:Water Quality Program,Construction Stormwater." Construction Stormwater General Permit—December 1, 2010 Page 9 C. Erosivity Waiver Construction site operators may qualify for an erosivity waiver from the CSWGP if the following conditions are met: 1. The site will result in the disturbance of fewer than 5 acres and the site is not a portion of a common plan of development or sale that will disturb 5 acres or greater. 2. Calculation of Erosivity"R"Factor and Regional Timeframe: a. The project's rainfall erosivity factor("R"Factor)must be less than 5 during the period of construction activity,as calculated using either the Texas A&M University online rainfall erosivity calculator at: hm://ei.tamu.edu/or EPA's calculator at http://cfpub.go. ov/npdes/stormwater/lew/lewcalculator.cftn. The period of construction activity starts when the land is first disturbed and ends with final stabilization. In addition: b. The entire period of construction activity must fall within the following timeframes: i. For sites west of the Cascades Crest:June 15—September 15. f the Cascades Crest,excluding the Central Basin:June 15 ii. For sites east o st, g —October 15. iii. For sites east of the Cascades Crest,within the Central Basin:no additional timeframe restrictions apply.The Central Basin is defined as the portions of Eastern Washington with mean annual precipitation of less than 12 inches. For a map of the Central Basin(Region 2),refer to http://www.ecy.wa.gov/pubs/ecv07O2O2. 3. Construction site operators must submit a complete Erosivity Waiver certification Pe com P form at least one week before disturbing the land.Certification must include statements that the operator will: a. Comply with applicable local stormwater requirements;and b. Implement appropriate erosion and sediment control BMPs to prevent violations of water quality standards. 4. This waiver is not available for facilities declared significant contributors of pollutants as defined in Special Condition SI.B.I.b. 5. This waiver does not apply to construction activities which include non- stormwater discharges listed in Special Condition S l.C.3. 6. If construction activity extends beyond the certified waiver period for any reason, the operator must either: a. Recalculate the rainfall erosivity"R"factor using the original start date and a new projected ending date and,if the"R"factor is still under 5 and the entire Construction Stormwater General Permit—December 1, 2010 Page 10 5� project falls within the applicable regional timeframe in Special Condition S2.C.2.b,complete and submit an amended waiver certification form before the original waiver expires;or b. Submit a complete permit application to Ecology in accordance with Special Condition S2.A and B before the end of the certified waiver period. S3. COMPLIANCE WITH STANDARDS A. Discharges must not cause or contribute to a violation of surface water quality standards(Chapter 173-201A WAC),ground water quality standards(Chapter 173-200 WAC),sediment management standards(Chapter 173-204 WAC),and human health- based criteria in the National Toxics Rule(40 CFR Part 131.36). Discharges not in a' compliance with these standards are not authorized. B. Prior to the discharge of stormwater and non-stormwater to waters of the State,the Permittee must apply all known,available,and reasonable methods of prevention, control,and treatment(AKART). This includes the preparation and implementation of an adequate Stormwater Pollution Prevention Plan(SWPPP),with all appropriate BMPs installed and maintained in accordance with the SWPPP and the terms and conditions of this permit. C. Ecology presumes that a Permittee complies with water quality standards unless discharge monitoring data or other site-specific information demonstrates that a discharge causes or contributes to a violation of water quality standards,when the Permittee complies with the following conditions. The Permittee must fully: 1. Comply with all permit conditions,including planning,sampling,monitoring, reporting,and recordkeepmg conditions. 2. Implement stormwater BMPs contained in stormwater management manuals published or approved by Ecology,or BMPs that are demonstrably equivalent to BMPs contained in stormwater technical manuals published or approved by Ecology,including the proper selection, implementation,and maintenance of all applicable and appropriate BMPs for on-site pollution control.(For purposes of this section,the stormwater manuals listed in Appendix 10 of the Phase I Municipal Stormwater Permit are approved by Ecology.) D. Where construction sites also discharge to ground water,the ground water discharges must also meet the terms and conditions of this CSWGP. Permittees who discharge to ground water through an injection well must also comply with any applicable requirements of the Underground Injection Control(UIC)regulations,Chapter 173-218 WAC. Construction Stormwater General Permit—December 1, 2010 Page 11 S4. MONITORING REQUIREMENTS,BENCHMARKS AND REPORTING TRIGGERS Table 3. Summary of Primary Monitoring Requirements Size of Soil Weekly Site Weekly Weekly Weekly pH Requires Disturbance' Inspections Sampling w/ Sampling w/ Sampling CESCL Turbidity Transparency Certification? Meter Tube Sites that disturb Required Not Required Not Required Not Required No less than 1 acre,but are part of a larger Common Plan of Development Sites that disturb 1 Required Sampling Required— Required Yes acre or more,but either method fewer than 5 acres Sites that disturb 5 Required Required Not Required Required Yes acres or more A. Site Log Book The Permittee must maintain a site log book that contains a record of the implementation of the SWPPP and other permit requirements,including the installation and maintenance of BMPs,site inspections,and stormwater monitoring. B. Site Inspections The Permittee's(operator's)site inspections must include all areas disturbed by construction activities,all BMPs,and all stormwater discharge points. (See Special Conditions S4.B.3 and B.4 below for detailed requirements of the Permittee's Certified Erosion and Sediment Control Lead[CESCL]). ' Soil disturbance is calculated by adding together all areas affected by construction activity.Construction activity means clearing,grading,excavation,and any other activity that disturbs the surface of the land,including ingress/egress from the site. Z If construction activity results in the disturbance of l acre or more,and involves significant concrete work(1,000 cubic yards of poured or recycled concrete over the life of a project)or the use of engineered soils(soil amendments including but not limited to Portland cement-treated base[CTB],cement kiln dust[CKD],or fly ash),and stormwater from the affected area drains to surface waters of the State or to a stone sewer stormwater collection system that drains to other surface waters of the State,the Permittee must conduct pH monitoring sampling in accordance with Special Condition S4-D. 'Sites with one or more acres,but fewer than 5 acres of soil disturbance,must conduct turbidity or transparency sampling in accordance with Special Condition S4.C. Sites equal to or greater than 5 acres of soil disturbance must conduct turbidity sampling using a turbidity meter in _ accordance with Special Condition S4.C. Construction Stormwater General Permit—December 1, 2010 Page 12 i Construction sites one acre or larger that discharge stormwater to surface waters of the State must have site inspections conducted by a certified CESCL. Sites less than one acre may have a person without CESCL certification conduct inspections;sampling is not required on sites that disturb less than an acre. 1. The Permittee must examine stormwater visually for the presence of suspended sediment,turbidity,discoloration,and oil sheen.The Permittee must evaluate the effectiveness of BMPs and determine if it is necessary to install,maintain,or repair BMPs to improve the quality of stormwater discharges. Based on the results of the inspection,the Permittee must correct the problems identified by: a. Reviewing the SWPPP for compliance with Special Condition S9 and making appropriate revisions within 7 days of the inspection. b. Immediately beginning the process of fully implementing and maintaining appropriate source control and/or treatment BMPs as soon as possible, addressing the problems no later than within 10 days of the inspection. If installation of necessary treatment BMPs is not feasible within 10 days, Ecology may approve additional time when an extension is requested by a Permittee within the initial 10-day response period. c. Documenting BMP implementation and maintenance in the site log book. 2. The Permittee must inspect all areas disturbed by construction activities,all BMPs, and all stormwater discharge points at least once every calendar week and within 24 hours of any discharge from the site. (For purposes of this condition,individual discharge events that last more than one day do not require daily inspections.For example,if a stormwater pond discharges continuously over the course of a week, only one inspection is required that week.)The Permittee may reduce the inspection frequency for temporarily stabilized,inactive sites to once every calendar month. 3. The Permittee must have staff knowledgeable in the principles and practices of erosion and sediment control.The CESCL(sites one acre or more)or inspector (sites less than one acre)must have the skills to assess the: a. Site conditions and construction activities that could impact the quality of stormwater,and b. Effectiveness of erosion and sediment control measures used to control the quality of stormwater discharges. 4. The SWPPP must identify the CESCL or inspector,who must be present on site or on-call at all times.The CESCL must obtain this certification through an approved erosion and sediment control training program that meets the minimum training standards established by Ecology(see BMP C 160 in the manual referred to in Special Condition S9.C.1 and 2). Construction Stormwater General Permit—December 1, 2010 Page 13 5. The Permittee must summarize the results of each inspection in an inspection report or checklist and enter the report/checklist into,or attach it to,the site log book.At a minimum,each inspection report or checklist must include: a. Inspection date and time. b. Weather information,the general conditions during inspection and the approximate amount of precipitation since the last inspection,and precipitation within the last 24 hours. c. A summary or list of all implemented BMPs,including observations of all erosion/sediment control structures or practices. d. A description of the locations: L Of BMPs inspected. ii. Of BMPs that need maintenance and why. iii. Of BMPs that failed to operate as designed or intended,and iv. Where additional or different BMPs are needed,and why. e. A description of stormwater discharged from the site. The Permittee must note the presence of suspended sediment,turbidity,discoloration,and oil sheen,as applicable. f. Any water quality monitoring performed during inspection. g. General comments and notes,including a brief description of any BMP repairs,maintenance or installations made following the inspection. h. A summary report and a schedule of implementation of the remedial actions that the Permittee plans to take if the site inspection indicates that the site is out of compliance. The remedial actions taken must meet the requirements.of the SWPPP and the permit. i. The name,title,and signature of the person conducting the site inspection,a phone number or other reliable method to reach this person,and the following statement: "I certify that this report is true,accurate,and complete to the best of my knowledge and belief." C. Turbidity/Transparency Sampling Requirements 1. Sampling Methods a. If construction activity involves the disturbance of 5 acres or more,the Permittee must conduct turbidity sampling per Special Condition S4.C. b. If construction activity involves 1 acre or more but fewer than 5 acres of soil . disturbance,the Permittee must conduct either transparency sampling or turbidity sampling per Special Condition S4.C. Construction Stormwater General Permit—December 1, 2010 Page 14 I II 2. Sampling Frequency a. The Permittee must sample all discharge locations at least once every calendar week when stormwater(or authorized non-stormwater)discharges from the site or enters any on-site surface waters of the state(for example,a creek running through a site). b. Samples must be representative of the flow and characteristics of the discharge. c. Sampling is not required when there is no discharge during a calendar week. d. Sampling is not required outside of normal working hours or during unsafe conditions. e. If the Permittee is unable to sample during a monitoring period,the Permittee must include a brief explanation in the monthly Discharge Monitoring Report f. Sampling is not required before construction activity begins. 3. Sampling Locations a. Sampling is required at all points where stormwater associated with construction activity(or authorized non-stormwater)is discharged off site, including where it enters any on-site surface waters of the state(for example, a creek running through a site). b. The Permittee may discontinue sampling at discharge points that drain areas of the project that are fully stabilized to prevent erosion. c. The Permittee must identify all sampling point(s)on the SWPPP site map and clearly mark these points in the field with a flag,tape,stake or other visible '. marker. d. Sampling is not required for discharge that is sent directly to sanitary or combined sewer systems. 4. Sampling and Analysis Methods a. The Permittee performs turbidity analysis with a calibrated turbidity meter (turbidimeter)either on site or at an accredited lab.The Permittee must record the results in the site log book in nephelometric turbidity units(NTin. b. The Permittee performs transparency analysis on site with a 1%-inch- diameter,60-centimeter(cm)-long transparency tube.The Permittee will record the results in the site log book in centimeters(cm).Transparency tubes are available from:http://watennonitoringpguip.com/pages/stream.htm]. Construction Stormwater General Permit—December 1, 2010 Page 15 Table 4. Monitoring and Reporting Requirements Parameter Unit Analytical Method Sampling Benchmark Phone f=requency Value Reporting Trigger Value Turbidity NTU SM2130 or EPA Weekly, if 25 NTU 250 NTU 180.1 discharging Transparency cm Manufacturer Weekly, if 33 cm 6 cm instructions,or discharging Ecology guidance 5. Turbidity/Transparency Benchmark Values and Reporting Triggers The benchmark value for turbidity is 25 NTU or less.The benchmark value for transparency is 33 centimeters(cm). Note:Benchmark values do not apply to discharges to segments of water bodies on Washington State's 303(d)list (Category 5)for turbidity,fine sediment,or phosphorus;these discharges are subject to a numeric effluent limit for turbidity.Refer to Special Condition S8 for more information. a. Turbidity 26—249 NTU,or Transparency 32—7 cm: If the discharge turbidity is 26 to 249 NTU;or if discharge transparency is less than 33 cm,but equal to or greater than 6 cm,the Permittee must: i. Review the SWPPP for compliance with Special Condition S9 and make appropriate revisions within 7 days of the date the discharge exceeded the benchmark. ii. Immediately begin the process to fully implement and maintain appropriate source control and/or treatment BMPs as soon as possible, addressing the problems within 10 days of the date the discharge exceeded the benchmark. If installation of necessary treatment BMPs is not feasible within 10 days,Ecology may approve additional time when the Permittee requests an extension within the initial 10-day response period. iii. Document BMP implementation and maintenance in the site log book. b. Turbidity 250 NTU or greater,or Transparency 6 cm or less: If a discharge point's turbidity is 250 NTU or greater,or if discharge transparency is less than or equal to 6 cm,the Permittee must complete the reporting and adaptive management process described below. i. Telephone the applicable Ecology Region's Environmental Report Tracking System(ERTS)number within 24 hours,in accordance with Special Condition S5.F. • Central Region(Okanogan,Chelan,Douglas,Kittitas,Yakima, Klickitat, Benton):(509)575-2490 Construction Stormwater General Permit—December 1, 2010 Page 16 • Eastern Region(Adams,Asotin,Columbia,Ferry,Franklin,Garfield, Grant,Lincoln,Pend Oreille,Spokane, Stevens,Walla Walla, Whitman):(509)329-3400 • Northwest Region(Kitsap, Snohomish,Island,King,San Juan, Skagit, Whatcom):(425)649-7000 • Southwest Region(Grays Harbor,Lewis,Mason,Thurston,Pierce, Clark,Cowlitz,Skamania,Wahkiakum,Clallam,Jefferson,Pacific): (360)407-6300 These numbers are also listed at the following web site: http://www.ecy.wa gov/programs/wq/stormwater/construction/permit html ii. Review the SWPPP for compliance with Special Condition S9 and make appropriate revisions within 7 days of the date the discharge exceeded the benchmark. iii. Immediately begin the process to fully implement and maintain appropriate source control and/or treatment BMPs as soon as possible, addressing the problems within 10 days of the date the discharge exceeded the benchmark. If installation of necessary treatment BMPs is not feasible within 10 days,Ecology may approve additional time when the Permittee requests an extension within the initial 10-day response period. iv. Document BMP implementation and maintenance in the site log book. v. Continue to sample discharges daily until: a) Turbidity is 25 NTU(or lower);or b) Transparency is 33 cm(or greater);or c The Permittee has demonstrated compliance with th the water quality limit for turbidity: 1) No more than 5 NTU over background turbidity,if background is less than 50 NTU,or 2) No more than 10%over background turbidity,if background is 50 NTU or greater;or d) The discharge stops or is eliminated. D. pH Sampling Requirements--Significant Concrete Work or Engineered Soils If construction activity results in the disturbance of 1 acre or more,and involves significant concrete work(significant concrete work means greater than 1000 cubic yards poured concrete or recycled concrete used over the life of a project)or the use of engineered soils(soil amendments including but not limited to Portland cement-treated base[CTB],cement kiln dust[CKD],or fly ash),and stormwater from the affected area Construction Stormwater General Permit—December 1, 2010 Page 17 drains to surface waters of the State or to a storm sewer system that drains to surface waters of the state,the Permittee must conduct pH monitoring as set forth below. Note: In addition,discharges to segments of water bodies on Washington State's 303(d)list (Category 5)for high pH are subject to a numeric effluent limit for pH;refer to Special Condition S8. 1. For sites with significant concrete work,the Permittee must begin the pH monitoring period when the concrete is first poured and exposed to precipitation, and continue weekly throughout and after the concrete pour and curing period, until stormwater pH is in the range of 6.5 to 8.5 (su). 2. For sites with engineered soils,the Permittee must begin the pH monitoring period when the soil amendments are fast exposed to precipitation and must continue until the area of engineered soils is fully stabilized. 3. During the applicable pH monitoring period defined above,the Permittee must obtain a representative sample of stormwater and conduct pH analysis at least once per week. 4. The Permittee must monitor pH in the sediment trap/pond(s)or other locations that receive stormwater runoff from the area of significant concrete work or engineered soils before the stormwater discharges to surface waters. 5. The benchmark value for pH is 8.5 standard units.Anytime sampling indicates that pH is 8.5 or greater,the Permittee must either: a. Prevent the high pH water(8.5 or above)from entering storm sewer systems or surface waters;or b. If necessary,adjust or neutralize the high pH water until it is in the range of pH 6.5 to 8.5(su)using an appropriate treatment BMP such as carbon dioxide (CO2)sparging or dry ice. The Permittee must obtain written approval from Ecology before using any form of chemical treatment other than CO2 sparging or dry ice. 6. The Permittee must perform pH analysis on site with a calibrated pH meter,pH test kit,or wide range pH indicator paper. The Permittee must record pH monitoring results in the site log book. Construction Stormwater General Permit—December 1, 2010 Page 18 S5. REPORTING AND RECORDKEEPING REQUIREMENTS A. High Turbidity Phone Reporting Anytime sampling performed in accordance with Special Condition S4.0 indicates turbidity has reached the 250 NTU phone reporting level,the Permittee must call Ecology's Regional office by phone within 24 hours of analysis. The web site is http://www.egy.wa.gov/programs/wg/stormwater/construction/permit.html. Also see phone numbers in Special Condition S4.C.5.b.i. B. Discharge Monitoring Reports Permittees required to conduct water quality sampling in accordance with Special Conditions S4.0(Turbidity/Transparency),S4.1)(pH), S8(303[d]/TMDL sampling), and/or G 13 (Additional Sampling)must submit the results to Ecology. Permittees must submit monitoring data using Ecology's WebDMR program.To find out more information and to sign up-for-WebDMR go to: http://www.ecy.wa.gov/programs/wq/permits/paris/webdmr.html. Permittees unable to submit electronically(for example,those who do not have an internet connection)must contact Ecology to request a waiver and obtain instructions on how to obtain a paper copy DMR at: Mailing Address: Department of Ecology Water Quality Program Attn: Stormwater Compliance Specialist PO Box 47696 Olympia,WA 98504-7696 ._ Permittees who obtain a waiver not to use WebDMR must use-the forms provided to them by Ecology;submittals must be mailed to the address above.Permittees shall submit DMR forms to be received by Ecology within 15 days following the end of each month. If there was no discharge during a given monitoring period,all Permittees must submit a DMR as required with"no discharge"entered in place of the monitoring results. For more information,contact Ecology staff using information provided at the following web site: http)/www.ecy.wa.gov/progmms/spills/response/assistancesoil%20mappdf C. Records Retention The Permittee must retain records of all monitoring information(site log book, sampling results,inspection reports/checklists,etc.),Stormwater Pollution Prevention Plan,and any other documentation of compliance with permit requirements for the entire life of the construction project and for a minimum of three years following the termination of permit coverage. Such information must include all calibration and maintenance records,and records of all data used to complete the application for this Construction Stormwater General Permit—December 1, 2010 Page 19 permit.This period of retention must be extended during the course of any unresolved litigation regarding the discharge of pollutants by the Permittee or when requested by Ecology. �. D. Recording Results For each measurement or sample taken,the Permittee must record the following information: 1. Date,place,method,and time of sampling or measurement. 2. The first and last name of the individual who performed the sampling or measurement. 3. The date(s)the analyses were performed. 4. The first and last name of the individual who performed the analyses. 5. The analytical techniques or methods used. 6. The results of all analyses. E. Additional Monitoring by the Permittee If the Permittee monitors any pollutant more frequently than required by this permit using test procedures specified by Special Condition S4 of this permit,the results of this monitoring must be included in the calculation and reporting of the data submitted in the Permittee's DMR. F. Noncompliance Notification In the event the Permittee is unable to comply with any part of the terms and conditions of this permit,and the resulting noncompliance may cause a threat to human health or the environment,the Permittee must: 1. Immediately notify Ecology of the failure to comply by calling the applicable Regional office ERTS phone number(find at http://www.ecy.wa.gov/programs/spills/response/assistancesoil%2gmap.pdf)or refer to Special Condition S4.C.5.b.i. 2. Immediately take action to prevent the dischargelpollution,or otherwise stop or correct the noncompliance,and,if applicable,repeat sampling and analysis of any noncompliance immediately and submit the results to Ecology within five(5)days of becoming aware of the violation. 3. Submit a detailed written report to Ecology within five(5)days,unless requested earlier by Ecology.The report must contain a description of the noncompliance, including exact dates and times,and if the noncompliance has not been corrected, the anticipated time it is expected to continue;and the steps taken or planned to reduce,eliminate,and prevent reoccurrence of the noncompliance. Construction Stormwater General Permit—December 1, 2010 Page 20 The Permittee must report any unanticipated bypass and/or upset that exceeds any effluent limit in the permit in accordance with the 24-hour reporting requirement contained in 40 C.F.R. 122.41(1)(6)). Compliance with these requirements does not relieve the Permittee from responsibility to maintain continuous compliance with the terms and conditions of this permit or the resulting liability for failure to comply. Refer to Section G14.of this permit for specific information regarding non-compliance. G. Access to Plans and Records 1. The Permittee must retain the following permit documentation(plans and records) on site,or within reasonable access to the site,for use by the operator or for on-site review by Ecology or the local jurisdiction: a. General Permit. b. Permit Coverage Letter. c. Stormwater Pollution Prevention Plan(SWPPP). d. Site Log Book. 2. The Permittee must address written requests for plans and records listed above (Special Condition S5.G.1)as follows: a. The Permittee must provide a copy of plans and records to Ecology within 14 days of receipt of a written request from Ecology. b. The Permittee must provide a copy of plans and records to the public when requested in writing. Upon receiving a written.request from the public for the Permittee's plans and records,the Permittee must either: i. Provide a copy of the plans and records to the requester within 14 days of K a receipt of the written request;or ii. Notify the requester within 10 days of receipt of the written request of the location and times within normal business hours when the plans and records may be viewed;and provide access to the plans and records within 14 days of receipt of the written request;or Within 14 days of receipt of the written request,the Permittee may submit a copy of the plans and records to Ecology for viewing and/or copying by the requester at an Ecology office,or a mutually agreed location. If plans and records are viewed and/or copied at a location other than at an Ecology office,the Permittee will provide reasonable access to copying services for which a reasonable fee may be charged. The Permittee must notify the requester within 10 days of receipt of the request where the plans and records may be viewed and/or copied. 1 Construction Stormwater General Permit—December 1, 2010 Page 21 S6. PERMIT FEES The Permittee must pay permit fees assessed by Ecology. Fees for stormwater discharges covered under this permit are established by Chapter 173-224 WAC. Ecology continues to assess permit fees until the permit is terminated in accordance with Special Condition S10 or revoked in accordance with General Condition G5. S7. SOLID AND LIQUID WASTE DISPOSAL The Permittee must handle and dispose of solid and liquid wastes generated by construction activity, such as demolition debris,construction materials,contaminated materials,and waste materials from maintenance activities,including liquids and solids from cleaning catch basins and other stormwater facilities,in accordance with: A. Special Condition S3,Compliance with Standards. B. WAC 173-216-110. C. Other applicable regulations. S8. DISCHARGES TO 303(D)OR TMDL WATER BODIES A. Sampling and Numeric Effluent Limits For Certain Discharges to 303(d)-listed Water Bodies 1. Permittees who discharge to segments of water bodies listed as impaired by the State of Washington under Section 303(d)of the Clean Water Act for turbidity, fine sediment,high pH,or phosphorus,must conduct water quality sampling according to the requirements of this section,and Special Conditions S4.C.2.b-f and S4.C.3.b-d,and must comply with the applicable numeric effluent limitations in S8.0 and S8.D. 2. All references and requirements associated with Section 303(d)of the Clean Water Act mean the most current listing by Ecology of impaired waters(Category 5)that exists on January 1,2011,or the date when the operator's complete permit application is received by Ecology,whichever is later. B. Limits on Coverage for New Discharges to TMDL or 303(d)-listed Waters Operators of construction sites that discharge to a 303(d)-listed water body are not eligible for coverage under this permit unless the operator: 1. Prevents exposing stormwater to pollutants for which the water body is impaired, and retains documentation in the SWPPP that details procedures taken to prevent exposure on site;or 2. Documents that the pollutants for which the water body is impaired are not present at the site,and retains documentation of this finding within the SWPPP;or Construction Stormwater General Permit—December 1, 2010 Page 22 3. Provides Ecology with data indicating the discharge is not expected to cause or contribute to an exceedance of a water quality standard,and retains such data on site with the SWPPP. The operator must provide data and other technical information to Ecology that sufficiently demonstrate: a. For discharges to waters without an EPA-approved or-established TMDL, that the discharge of the pollutant for which the water is impaired will meet in-stream water quality criteria at the point of discharge to the water body;or b. For discharges to waters with an EPA-approved or-established TMDL,that there is sufficient remaining wasteload allocation in the TMDL to allow construction stormwater discharge and that existing dischargers to the water body are subject to compliance schedules designed to bring the water body into attainment with water quality standards. Operators of construction sites are eligible for coverage under this permit if Ecology issues permit coverage based upon an affirmative determination that the discharge will not cause or contribute to the existing impairment. C. Sampling and Numeric Effluent Limits for Discharges to Water Bodies on the 303(d) List for Turbidity.Fine Sediment,or Phosphorus 1. Permittees who discharge to segments of water bodies on the 303(d)list(Category 5)for turbidity,fine sediment,or phosphorus must conduct turbidity sampling in accordance with Special Condition S4.C.2 and comply with either of the numeric effluent limits noted in Table 5 below. 2. As an alternative to the 25 NTU effluent limit noted in Table 5 below(applied at the point where stormwater[or authorized non-stormwater] is discharged off-site), penmittees may choose to comply with the surface water quality standard for turbidity. The standard is: no more than 5 NTU over background turbidity when the background turbidity is 50 NTU or less,or no more than a 10%increase in turbidity when the background turbidity is more than 50 NTU. In order to use the water quality standard requirement,the sampling must take place at the following locations: a. Background turbidity in the 303(d)-listed receiving water immediately upstream(upgradient)or outside the area of influence of the discharge. b. Turbidity at the point of discharge into the 303(d)-listed receiving water, inside the area of influence of the discharge. 3. Discharges that exceed the numeric effluent limit for turbidity constitute a violation of this permit. 4. Permittees whose discharges exceed the numeric effluent limit shall sample discharges daily until the violation is corrected and comply with the non- compliance notification requirements in S pecial Condition S51. Construction Stormwater General Permit—December 1, 2010 Page 23 II Table 5. Turbidity,Fine Sediment&Phosphorus Sampling and Limits for 303(d)-Listed Waters Parameter Identified Parameter Unit Analytical Sampling Numeric Effluent In 303(d)listing Sampled Method Frequency Limit • Turbidity Turbidity NTU SM2130 or Weekly,if 25 NTU,at the point • Fine Sediment EPA180.1 discharging where stormwater is • Phosphorus discharged from the site;OR In compliance with the surface water quality standard for turbidity (S8.C.1.a) 'Permittees subject to a numeric effluent limit for turbidity may,at their discretion,choose either numeric effluent limitation based on site-specific considerations including,but not limited to,safety,access and convenience. D. Discharges to Water Bodies on the 303(d)List for High pH 1. Permittees who discharge to segments of water bodies on the 303(d)list(Category 5)for high pH must conduct pH sampling in accordance with the table below,and comply with the numeric effluent limit of pH 6.5 to 8.5 su(Table 6). Table 6. pH Sampling and Limits for 303(d)-Listed Waters Parameter identified in Paraimeter Analytical Sampling Numeric Effluent 303(d)Ikting 5ampled/Units Method Frequency Limit. High pH pH/Standard pH meter Weekly,if In the range of 6.5— Units discharging 8.5 2. At the Permittee's discretion,compliance with the limit shall be assessed at one of the following locations: a. Directly in the 303(d)-listed water body segment,inside the immediate area of influence of the discharge;or b. Alternatively,the permittee may measure pH at the point where the discharge leaves the construction site,rather than in the receiving water. 3. Discharges that exceed the numeric effluent limit for pH(outside the range of 6.5— 8.5 su)constitute a violation of this permit. 4. Permittees whose discharges exceed the numeric effluent limit shall sample discharges daily until the violation is corrected and comply with the non- compliance notification requirements in Special Condition S5.F. Construction Stormwater General Permit—December 1, 2010 ; Page 24 II E. Sampling and Limits for Sites Discharging to Waters Covered by a TMDL or Another Pollution Control Plan 1. Discharges to a water body that is subject to a Total Maximum Daily Load (TMDL)for turbidity,fine sediment,high pH,or phosphorus must be consistent with the TMDL.Refer to hLtp://www.ecy.wa.goy/programs/wq/tmdl/index.html for more information on TMDLs. a. Where an applicable TMDL sets specific waste load allocations or requirements for discharges covered by this permit,discharges must be consistent with any specific waste load allocations or requirements established by the applicable TMDL. L The Permittee must sample discharges weekly or as otherwise specified by the TMDL to evaluate compliance with the specific waste load allocations or requirements. ii. Analytical methods used to meet the monitoring requirements must conform to the latest revision of the Guidelines Establishing Test Procedures for the Analysis of Pollutants contained in 40 CFR Part 136. Turbidity and pH methods need not be accredited or registered unless conducted at a laboratory which must otherwise be accredited or registered. b. Where an applicable TMDL has established a general waste load allocation for construction stormwater discharges,but has not identified specific requirements,compliance with Special Conditions S4(Monitoring)and S9 (SWPPPs)will constitute compliance with the approved TMDL. c. Where an applicable TMDL has not specified a waste load allocation for construction stormwater discharges,but has not excluded these discharges, J compliance with Special Conditions S4(Monitoring)and S9(SWPPPs)will constitute compliance with the approved TMDL. d. Where an applicable TMDL specifically precludes or prohibits discharges from construction activity,the operator is not eligible for coverage under this permit. 2. Applicable TMDL means a TMDL for turbidity,fine sediment,high pH,or phosphorus that is completed and approved by EPA before January 1,2011,or before the date the operator's complete permit application is received by Ecology,whichever is later. TMDLs completed after the operator's complete permit application is received by Ecology become applicable to the Permittee only if they are imposed through an administrative order by Ecology,or through a modification of permit coverage. Construction Stormwater General Permit—December 1, 2010 Page 25 S9. STORMWATER POLLUTION PREVENTION PLAN i i The Pennittee must prepare and properly implement an adequate Stormwater Pollution Prevention Plan(SWPPP)for construction activity in accordance with the requirements of this permit beginning with initial soil disturbance and until final stabilization. A. The Permittee's SWPPP must meet the following objectives: 1. To implement best management practices(BMPs)to prevent erosion and sedimentation,and to identify,reduce,eliminate or prevent stormwater contamination and water pollution from construction activity. 2. To prevent violations of surface water quality,ground water quality,or sediment management standards. 3. To control peak volumetric flow rates and velocities of stormwater discharges. B. General Requirements 1. The SWPPP must include a narrative and drawings.All BMPs must be clearly referenced in the narrative and marked on the drawings. The SWPPP narrative must include documentation to explain and justify the pollution prevention decisions made for the project. Documentation must include: a. Information about existing site conditions(topography,drainage,soils, vegetation,etc.). b. Potential erosion problem areas. _ c. The 12 elements of a SWPPP in Special Condition S9.D.1-12,including BMPs used to address each element. d. Construction phasing/sequence and general BMP implementation schedule. e. The actions to be taken if BMP performance goals are not achieved—for example,a contingency plan for additional treatment and/or storage of stormwater that would violate the water quality standards if discharged. f. Engineering calculations for ponds and any other designed structures. 2. The Permittee must modify the SWPPP if,during inspections or investigations conducted by the owner/operator,or the applicable local or state regulatory authority,it is determined that the SWPPP is,or would be,ineffective in eliminating or significantly minimizing pollutants in stormwater discharges from the site.The Permittee must then: a. Review the SWPPP for compliance with Special Condition S9 and make appropriate revisions within 7 days of the inspection or investigation. b. Immediately begin the process to fully implement and maintain appropriate source control and/or treatment BMPs as soon as possible,addressing the problems no later than 10 days from the inspection or investigation. If Construction Stormwater General Permit–December 1, 2010 Page 26 i installation of necessary treatment BMPs is not feasible within 10 days, Ecology may approve additional time when an extension is requested by a Permittee within the initial 10-day response period, c. Document BMP implementation and maintenance in the site log book. The Pennittee must modify the S WPPP whenever there is a change in design, construction,operation,or maintenance at the construction site that has,or could have,a significant effect on the discharge of pollutants to waters of the State. C. Stormwater Best Manaaement Practices(BMPs) BMPs must be consistent with: 1. Stormwater Management Manual for Western Washington(most recent edition), for sites west of the crest of the Cascade Mountains;or 2. Stormwater Management Manual for Eastern Washington(most recent edition), for sites east of the crest of the Cascade Mountains;or 3. Revisions to the manuals listed in Special Condition S9.C.1.&2.,or other stormwater management guidance documents or manuals which provide an equivalent level of pollution prevention,that are approved by Ecology and incorporated into this permit in accordance with the permit modification requirements of WAC 173-226-230;or 4. Documentation in the SWPPP that the BMPs selected provide an equivalent level of pollution prevention,compared to the applicable Stormwater Management Manuals,including: a. The technical basis for the selection of all stormwater BMPs(scientific, technical studies,and/or modeling)that support the performance claims for the BMPs being selected. b. An assessment of how the selected BMP will satisfy AKART requirements and the applicable federal technology-based treatment requirements under 40 CFR part 125.3. D. SWPPP—Narrative Contents and Requirements The Permittee must include each of the 12 elements below in Special Condition S9.D.1- 12 in the narrative of the SWPPP and implement them unless site conditions render the element unnecessary and the exemption from that element is clearly justified in the SWPPP. 1. Preserve Vegetation/Mark Clearing Limits a. Before beginning land-disturbing activities,including clearing and grading, clearly mark all clearing limits,sensitive areas and their buffers,and trees that are to be preserved within the construction area. ' Construction Stormwater General Permit—December 1, 2010 Page 27 � j II b. Retain the duff layer,native top soil,and natural vegetation in an undisturbed state to the maximum degree practicable. 2. Establish Construction Access a. Limit construction vehicle access and exit to one route,if possible. b. Stabilize access points with a pad of quarry spalls,crushed rock,or other equivalent BMPs,to minimize tracking sediment onto roads. c. Locate wheel wash or tire baths on site,if the stabilized construction entrance is not effective in preventing tracking sediment onto roads. d. If sediment is tracked off site,clean the affected roadway thoroughly at the end of each day,or more frequently as necessary(for example,during wet weather). Remove sediment from roads by shoveling,sweeping,or pickup and transport of the sediment to a controlled sediment disposal area. e. Conduct street washing only after sediment removal in accordance with Special Condition S9.13.2.d.Control street wash wastewater by pumping back on site or otherwise preventing it from discharging into systems tributary to waters of the State. 3. Control Flow Rates a. Protect properties and waterways downstream of development sites from erosion and the associated discharge of turbid waters due to increases in the velocity and peak volumetric flow rate of stormwater runoff from the project site,as required by local plan approval authority. b. Where necessary to comply with Special Condition S9.D.3.a,construct stormwater retention or detention facilities as one of the first steps in grading. Assure that detention facilities function properly before constructing site improvements(for example,impervious surfaces). c. If permanent infiltration ponds are used for flow control during construction, protect these facilities from siltation during the construction phase. 4. Install Sediment Controls The Permittee must design,install and maintain effective erosion controls and sediment controls to minimize the discharge of pollutants. At a minimum,the Permittee must design,install and maintain such controls to: a. Construct sediment control BMPs(sediment ponds,traps,filters,etc.)as one of the first steps in grading. These BMPs must be functional before other land disturbing activities take place. b. Minimize sediment discharges from the site.The design,installation and r maintenance of erosion and sediment controls must address factors such as the amount,frequency,intensity and duration of precipitation,the nature of Construction Stormwater General Permit—December 1, 2010 Page 28 i resulting stormwater runoff,and soil characteristics,including the range of soil particle sizes expected to be present on the site. c. Direct stormwater runoff from disturbed areas through a sediment pond or other appropriate sediment removal BMP,before the runoff leaves a construction site or before discharge to an infiltration facility.Runoff from fully stabilized areas may be discharged without a sediment removal BMP,but must meet the flow control performance standard of Special Condition S9.13.3.a. d. Locate BMPs intended to trap sediment on site in a manner to avoid interference with the movement of juvenile salmonids attempting to enter off- channel areas or drainages. e. Provide and maintain natural buffers around surface waters,direct stormwater to vegetated areas to increase sediment removal and maximize stormwater infiltration,unless infeasible. f. Where feasible,design outlet structures that withdraw impounded stormwater from the surface to avoid discharging sediment that is still suspended lower in the water column. 5. Stabilize Soils a. The Permittee must stabilize exposed and unworked soils by application of effective BMPs that prevent erosion.Applicable BMPs include,but are not limited to:temporary and permanent seeding,sodding,mulching,plastic covering,erosion control fabrics and matting,soil application of polyacrylamide(PAM),the early application of gravel base on areas to be paved,and dust control. b. The Permittee must control stormwater volume and velocity within the site to minimize soil erosion. c. The Permittee must control stormwater discharges,including both peak flow rates and total stormwater volume,to minimize erosion at outlets and to minimize downstream channel and stream bank erosion. d. Depending on the geographic location of the project,the Permittee must not allow soils to remain exposed and unworked for more than the time periods set ' forth below to prevent erosion: West of the Cascade Mountains Crest During the dry season(May 1 -Sept.30):7 days During the wet season(October 1 -April 30):2 days East of the Cascade Mountains Crest,except for Central Basin* During the dry season(July I -September 30): 10 days During the wet season(October 1 -June 30):5 days ' The Central Basin*,East of the Cascade Mountains Crest Construction Stormwater General Permit—December 1, 2010 Page 29 During the dry Season(July I -September 30):30 days During the wet season(October 1 -June 30): 15 days *Note: The Central Basin is defined as the portions of Eastern Washington with mean annual precipitation of less than 12 inches. e. The Permittee must stabilize soils at the end of the shift before a holiday or weekend if needed based on the weather forecast. f. The Permittee must stabilize soil stockpiles from erosion,protected with sediment trapping measures,and where possible,be located away from storm drain inlets,waterways,and drainage channels. g. The Permittee must minimize the amount of soil exposed during construction activity. h. The Permittee must minimize the disturbance of steep slopes. i. The Permittee must minimize soil compaction and,unless infeasible,preserve topsoil. 6. Protect Slopes a. The Permittee must design and construct cut-and-fill slopes in a manner to minimize erosion.Applicable practices include,but are not limited to,reducing continuous length of slope with ten-acing and diversions,reducing slope steepness,and roughening slope surfaces(for example,track walking). b. The Permittee must divert off-site stonnwater(run-on)or ground water away from slopes and disturbed areas with interceptor dikes,pipes,and/or swales. Off-site stonnwater should be managed separately from stonnwater generated on the site. c. At the top of slopes,collect drainage in pipe slope drains or protected channels to prevent erosion. i. West of the Cascade Mountains Crest:Temporary pipe slope drains must handle the peak 10-minute velocity of flow from a Type 1 A, 10-year,24- hour frequency storm for the developed condition.Alternatively,the 10- year, I-hour flow rate predicted by an approved continuous runoff model, increased by a factor of 1.6,may be used. The hydrologic analysis must use the existing land cover condition for predicting flow rates from tributary areas outside the project limits.For tributary areas on the project site,the analysis must use the temporary or permanent project land cover condition,whichever will produce the highest flow rates. If using the Western Washington Hydrology Model(WWHM)to predict flows,bare soil areas should be modeled as "landscaped area." Construction Stormwater General Permit—December 1, 2010 Page 30 ii. East of the Cascade Mountains Crest: Temporary pipe slope drains must handle the expected peak flow velocity from a 6-month,3-hour storm for ' the developed condition,referred to as the short duration storm. d. Place excavated material on the uphill side of trenches,consistent with safety and space considerations. e. Place check dams at regular intervals within constructed channels that are cut down a slope. 7. Protect Drain Inlets a. Protect all storm drain inlets made operable during construction so that stormwater runoff does not enter the conveyance system without first being filtered or treated to remove sediment. b. Clean or remove and replace inlet protection devices when sediment has filled one-third of the available storage(unless a different standard is specified by the product manufacturer). 8. Stabilize Channels and Outlets a. Design,construct and stabilize all on-site conveyance channels to prevent erosion from the following expected peak flows: i. West of the Cascade Mountains Crest:Channels must handle the peak 10- ' minute velocity of flow from a Type 1 A, l 0-year,24-hour frequency storm for the developed condition.Alternatively,the 10-year, 1-hour flow rate indicated by an approved continuous runoff model,increased by a factor of 1.6,may be used.The hydrologic analysis must use the existing land cover condition for predicting flow rates from tributary areas outside the project limits.For tributary areas on the project site,the analysis must use the temporary or permanent project land cover condition,whichever will produce the highest flow rates. If using the WWHM to predict flows,bare soil areas should be modeled as'landscaped area." ii. East of the Cascade Mountains Crest:Channels must handle the expected peak flow velocity from a 6-month,3-hour storm for the developed condition,referred to as the short duration storm. b. Provide stabilization,including armoring material,adequate to prevent erosion of outlets,adjacent stream banks,slopes,and downstream reaches at the outlets of all conveyance systems. 9. Control Pollutants Design,install,implement and maintain effective pollution prevention measures to minimize the discharge of pollutants.The Permittee must: ' Construction Stormwater General Permit—December 1, 2010 Page 31 1 i a. Handle and dispose of all pollutants,including waste materials and demolition debris that occur on site in a manner that does not cause contamination of stormwater. b. Provide cover,containment,and protection from vandalism for all chemicals, liquid products,petroleum products,and other materials that have the potential to pose a threat to human health or the environment.On-site fueling tanks must include secondary containment. Secondary containment means placing tanks or containers within an impervious structure capable of containing 110%of the volume contained in the largest tank within the containment stricture.Double- walled tanks do not require additional secondary containment. c. Conduct maintenance,fueling,and repair of heavy equipment and vehicles using spill prevention and control measures.Clean contaminated surfaces immediately following any spill incident. d. Discharge wheel wash or tire bath wastewater to a separate on-site treatment system that prevents discharge to surface water,such as closed-loop recirculation or upland land application,or to the sanitary sewer with local sewer district approval. e. Apply fertilizers and pesticides in a manner and at application rates that will not result in loss of chemical to stormwater runoff. Follow manufacturers' label requirements for application rates and procedures. f. Use B1VIPs to prevent contamination of stormwater runoff by pH-modifying sources. The sources for this contamination include,but are not limited to:bulk cement,cement kiln dust,fly ash,new concrete washing and curing waters, waste streams generated from concrete grinding and sawing,exposed aggregate processes,dewatering concrete vaults,concrete pumping and mixer washout waters. (Also refer to the definition for'concrete wastewater"in Appendix A-- Definitions.) g. Adjust the pH of stormwater if necessary to prevent violations of water quality standards. h. Assure that washout of concrete trucks is performed offsite or in designated concrete washout areas only.Do not wash out concrete trucks onto the ground, or into storm drains,open ditches,streets,or streams.Do not dump excess concrete on site,except in designated concrete washout areas. Concrete spillage or concrete discharge to surface waters of the State is prohibited. L Obtain written approval from Ecology before using chemical treatment other than CO2 or dry ice to adjust pH. 10. Control Dewatering a. Permittees must discharge foundation,vault,and trench dewatering water, which have characteristics similar to stormwater runoff at the site,into a Construction Stormwater General Permit—December 1, 2010 Page 32 i controlled conveyance system before discharge to a sediment trap or sediment pond. b. Permittees may discharge clean,non-turbid dewatering water,such as well- point ground water,to systems tributary to,or directly into surface waters of the State,as specified in Special Condition S9.13.8,provided the dewatering flow does not cause erosion or flooding of receiving waters. Do not route clean dewatering water through stormwater sediment ponds. Note that"surface waters of the State"may exist on a construction site as well as off site;for example,a creek running through a site. c. Other treatment or disposal options may include: L Infiltration. ii. Transport off site in a vehicle,such as a vacuum flush truck,for legal disposal in a manner that does not pollute state waters. ' iii. Ecology-approved on-site chemical treatment or other suitable treatment technologies. iv. Sanitary or combined sewer discharge with local sewer district approval, if there is no other option. v. Use of a sedimentation bag with discharge to a ditch or swale for small volumes of localized dewatering. d. Permittees must handle highly turbid or contaminated dewatering water separately from stormwater. 11. Maintain BMPs a. Permittees must maintain and repair all temporary and permanent erosion and sediment control BMPs as needed to assure continued performance of their intended function in accordance with BMP specifications. b. Permittees must remove all temporary erosion and sediment control BMPs within 30 days after achieving final site stabilization or after the temporary BMPs are no longer needed. 12. Manage the Project a. Phase development projects to the maximum degree practicable and take into account seasonal work limitations. b. Inspection and monitoring--Inspect,maintain and repair all BMPs as needed to assure continued performance of their intended function.Conduct site inspections and monitoring in accordance with Special Condition S4. c. Maintaining an updated construction SWPPP—Maintain,update,and implement the SWPPP in accordance with Special Conditions S3,S4 and S9. Construction Stormwater General Permit—December 1, 2010 Page 33 E. SWPPP—Map Contents and Requirements The Permittee's SWPPP must also include a vicinity map or general location map(for example,a USGS quadrangle map,a portion of a county or city map,or other , appropriate map)with enough detail to identify the location of the construction site and receiving waters within one mile of the site. The SWPPP must also include a legible site map(or maps)showing the entire construction site.The following features must be identified,unless not applicable due to site conditions: 1. The direction of north,property lines,and existing structures and roads. ' 2. Cut and fill slopes indicating the top and bottom of slope catch lines. 3. Approximate slopes,contours,and direction of stormwater flow before and after major grading activities. 4. Areas of soil disturbance and areas that will not be disturbed. ' 5. Locations of structural and nonstructural controls(BMPs)identified in the SWPPP. 6. Locations of off-site material,stockpiles,waste storage,borrow areas,and vehicle/equipment storage areas. 7. Locations of all surface water bodies,including wetlands. 8. Locations where stormwater or non-stormwater discharges off-site and/or to a surface water body,including wetlands. 9. Location of water quality sampling station(s),if sampling is required by state or local permitting authority. 10. Areas where final stabilization has been accomplished and no further construction- phase permit requirements apply. 510. NOTICE OF TERMINATION A. The site is eligible for termination of coverage when it has met any of the following conditions: 1. The site has undergone final stabilization,the Permittee has removed all temporary BMPs(except biodegradable BMPs clearly manufactured with the intention for the material to be left in place and not interfere with maintenance or land use),and all stormwater discharges associated with construction activity have been eliminated; or 2. All portions of the site that have not undergone final stabilization per Special Condition S 10.A.1 have been sold and/or transferred(per General Condition G9), and the Permittee no longer has operational control of the construction activity;or Construction Stormwater General Permit—December 1, 2010 Page 34 , I i it 3. For residential construction only,the Permittee has completed temporary stabilization and the homeowners have taken possession of the residences. B. When the site is eligible for termination,the Permittee must submit a complete and accurate Notice of Termination(NOT)form,signed in accordance with General Condition G2,to: Department of Ecology Water Quality Program-Construction Stormwater PO Box 47696 Olympia, Washington 98504-7696 The termination is effective on the date Ecology receives the NOT form,unless Ecology notifies the Permittee within 30 days that termination request is denied because the Permittee has not met the eligibility requirements in Special Condition S10.A. Permittees transferring the property to a new property owner or operator/permittee are required to complete and submit the Notice of Transfer form to Ecology,but are not required to submit a Notice of Termination form for this type of transaction. �1 1 1 1 Construction Stormwater General Permit—December 1, 2010 Page 35 GENERAL CONDITIONS , G1. DISCHARGE VIOLATIONS ' All discharges and activities authorized by this general permit must be consistent with the terms and conditions of this general permit. Any discharge of any pollutant more frequent than or at a level in excess of that identified and authorized by the general permit must constitute a violation of the terms and conditions of this permit. G2. SIGNATORY REQUIREMENTS A. All permit applications must bear a certification of correctness to be signed: 1. In the case of corporations,by a responsible corporate officer of at least the level of vice president of a corporation; 2. In the case of a partnership,by a general partner of a partnership; 3. In the case of sole proprietorship,by the proprietor;or 4. In the case of a municipal,state,or other public facility,by either a principal executive officer or ranking elected official. B. All reports required by this permit and other information requested by Ecology must be signed by a person described above or by a duly authorized representative of that person. A person is a duly authorized representative only if: 1. The authorization is made in writing by a person described above and submitted to the Ecology. 2. The authorization specifies either an individual or a position having responsibility for the overall operation of the regulated facility,such as the position of plant manager,superintendent,position of equivalent responsibility,or an individual or position having overall responsibility for environmental matters. C. Changes to authorization. If an authorization under paragraph G2.13.2 above is no longer accurate because a different individual or position has responsibility for the overall operation of the facility,a new authorization satisfying the requirements of ' paragraph G2.13.2 above must be submitted to Ecology prior to or together with any reports,information,or applications to be signed by an authorized representative. D. Certification. Any person signing a document under this section must make the following certification: "I certify under penalty of law,that this document and all attachments were ' prepared under my direction or supervision in accordance with a system designed to assure that qualified personnel properly gathered and evaluated the information submitted. Based on my inquiry of the person or persons who manage the system,or those persons directly responsible for gathering Construction Stormwater General Permit—December 1, 2010 Page 36 information,the information submitted is,to the best of my knowledge and belief,true,accurate,and complete. I am aware that there are significant penalties for submitting false information,including the possibility of fine and imprisonment for knowing violations." G3. RIGHT OF INSPECTION AND ENTRY The Permittee must allow an authorized representative of Ecology,upon the presentation of credentials and such other documents as may be required by law: A. To enter upon the premises where a discharge is located or where any records are kept under the terms and conditions of this permit. B. To have access to and copy—at reasonable times and at reasonable cost--any records required to be kept under the terns and conditions of this permit. C. To inspect--at reasonable times—any facilities,equipment(including monitoring and control equipment),practices,methods,or operations regulated or required under this permit. D. To sample or monitor—at reasonable times—any substances or parameters at any location for purposes of assuring permit compliance or as otherwise authorized by the Clean Water Act. G4. GENERAL PERMIT MODIFICATION AND REVOCATION This permit may be modified,revoked and reissued,or terminated in accordance with the provisions of Chapter 173-226 WAC. Grounds for modification,revocation and reissuance, or termination include,but are not limited to,the following: A. When a change occurs in the technology or practices for control or abatement of pollutants applicable to the category of dischargers covered under this permit. B. When effluent limitation guidelines or standards are promulgated pursuant to the CWA 1 or Chapter 90.48 RCW,for the category of dischargers covered under this permit. C. When a water quality management plan containing requirements applicable to the category of dischargers covered under this permit is approved,or D. When information is obtained that indicates cumulative effects on the environment from dischargers covered under this permit are unacceptable. G5. REVOCATION OF COVERAGE UNDER THE PERMIT Pursuant to Chapter 43.2113 RCW and Chapter 173-226 WAC,the Director may terminate coverage for any discharger under this permit for cause. Cases where coverage may be terminated include,but are not limited to,the following: Construction Stormwater General Permit—December 1,2010 Page 37 i 1 A. Violation of any term or condition of this permit. B. Obtaining coverage under this permit by misrepresentation or failure to disclose fully all relevant facts. ' C. A change in any condition that requires either a temporary or permanent reduction or elimination of the permitted discharge. D. Failure or refusal of the Permittee to allow entry as required in RCW 90.48.090. E. A determination that the permitted activity endangers human health or the environment, or contributes to water quality standards violations. F. Nonpayment of permit fees or penalties assessed pursuant to RCW 90.48.465 and Chapter 173-224 WAC. G. Failure of the Permittee to satisfy the public notice requirements of WAC 173-226- 130(5),when applicable. The Director may require any discharger under this permit to apply for and obtain coverage under an individual permit or another more specific general permit. Permittees who have their coverage revoked for cause according to WAC 173-226-240 may request temporary coverage under this permit during the time an individual permit is being developed,provided the request is made within ninety(90)days from the time of revocation and is submitted along with a complete individual permit application form. G6. REPORTING A CAUSE FOR MODIFICATION The Permittee must submit a new application,or a supplement to the previous application, r whenever a material change to the construction activity or in the quantity or type of discharge is anticipated which is not specifically authorized by this permit. This application must be submitted at least sixty(60)days prior to any proposed charges. Filing a request for a permit modification,revocation and reissuance,or termination,or a notification of planned changes or anticipated noncompliance does not relieve the Permittee of the duty to comply with the existing permit until it is modified or reissued. G7. COMPLIANCE WITH OTHER LAWS AND STATUTES Nothing in this permit will be construed as excusing the Permittee from compliance with any applicable federal,state,or local statutes,ordinances,or regulations. G8. DUTY TO REAPPLY The Permittee must apply for permit renewal at least 180 days prior to the specified , expiration date of this permit. Construction Stormwater General Permit—December 11 2010 Page 38 r tG9. TRANSFER OF GENERAL PERMIT COVERAGE ' Coverage under this general permit is automatically transferred to a new discharger, including operators of lots/parcels within a common plan of development or sale,if A. A written agreement(Transfer of Coverage Form)between the current discharger (Permittee)and new discharger,signed by both parties and containing a specific date for transfer of permit responsibility,coverage,and liability is submitted to the Director; and B. The Director does not notify the current discharger and new discharger of the Director's intent to revoke coverage under the general permit. If this notice is not given,the transfer is effective on the date specified in the written agreement. When a current discharger(Permittee)transfers a portion of a permitted site,the current discharger must also submit an updated application form(NOI)to the Director indicating the remaining permitted acreage after the transfer. G10. REMOVED SUBSTANCES The Permittee must not re-suspend or reintroduce collected screenings,grit,solids,sludges, filter backwash,or other pollutants removed in the course of treatment or control of Sormwater to the final effluent stream for discharge to state waters. G11. DUTY TO PROVIDE INFORMATION The Permittee must submit to Ecology,within a reasonable time,all information that Ecology may request to determine whether cause exists for modifying,revoking and reissuing,or terminating this permit or to determine compliance with this permit. The ' Permittee must also submit to Ecology,upon request,copies of records required to be kept by this permit[40 CFR 122.41(h)]. G12. OTHER REQUIREMENTS OF 40 CFR All other requirements of 40 CFR 122.41 and 122.42 are incorporated corporated m this permit by reference. G13. ADDITIONAL MONITORING Ecology may establish specific monitoring requirements in addition to those contained in this permit by administrative order or permit modification. l 1 Construction Stormwater General Permit—December 1, 2010 Page 39 G14. PENALTIES FOR VIOLATING PERMIT CONDITIONS , Any person who is found guilty of willfully violating the terms and conditions of this permit ' shall be deemed guilty of a crime,and upon conviction thereof shall be punished by a fine of up to ten thousand dollars($10,000)and costs of prosecution,or by imprisonment in the discretion of the court. Each day upon which a willful violation occurs may be deemed a separate and additional violation. Any person who violates the terns and conditions of a waste discharge permit shall incur,in addition to any other penalty as provided by law,a civil penalty in the amount of up to ten thousand dollars($10,000)for every such violation. Each and every such violation shall be a separate and distinct offense,and in case of a continuing violation,every day's continuance shall be deemed to be a separate and distinct violation. G15. UPSET Definition—"Upset"means an exceptional incident in which there is unintentional and temporary noncompliance with technology-based permit effluent limitations because of factors beyond the reasonable control of the Permittee. An upset does not include noncompliance to the extent caused by operational error,improperly designed treatment facilities,inadequate treatment facilities, lack of preventive maintenance,or careless or improper operation. An upset constitutes an affirmative defense to an action brought for noncompliance with such technology-based permit effluent limitations if the requirements of the following paragraph are met. A Permittee who wishes to establish the affirmative defense of upset must demonstrate, through properly signed,contemporaneous operating logs or other relevant evidence that: 1) an upset occurred and that the Permittee can identify the cause(s)of the upset;2)the permitted facility was being properly operated at the time of the upset;3)the Permittee submitted notice of the upset as required in Special Condition S5.17,and;4)the Permittee complied with any remedial measures required under this permit. In any enforcement proceeding,the Permittee seeking to establish the occurrence of an upset has the burden of proof. G16. PROPERTY RIGHTS This permit does not convey any property rights of any sort,or any exclusive privilege. G17. DUTY TO COMPLY The Permittee must comply with all conditions of this permit. Any permit noncompliance constitutes a violation of the Clean Water Act and is grounds for enforcement action;for permit termination,revocation and reissuance,or modification;or denial of a permit renewal application. Construction Stormwater General Permit—December 1, 2010 ' Page 40 G18. TOXIC POLLUTANTS The Permittee must comply with effluent standards or prohibitions established under Section 307(a)of the Clean Water Act for toxic pollutants within the time provided in the regulations that establish those standards or prohibitions,even if this permit has not yet been modified to incorporate the requirement. G19. PENALTIES FOR TAMPERING The Clean Water Act provides that any person who falsifies,tampers with,or knowingly renders inaccurate any monitoring device or method required to be maintained under this permit shall,upon conviction,be punished by a fine of not more than$10,000 per violation, or by imprisonment for not more than two years per violation,or by both. If a conviction of a person is for a violation committed after a first conviction of such person under this condition,punishment shall be a fine of not more than$20,000 per day of violation,or imprisonment of not more than four(4)years,or both. G20. REPORTING PLANNED CHANGES The Permittee must,as soon as possible,give notice to Ecology of planned physical alterations,modifications or additions to the permitted construction activity. The Permittee should be aware that,depending on the nature and size of the changes to the original permit, a new public notice and other permit process requirements may be required. Changes in activities that require reporting to Ecology include those that will result in: A. The permitted facility being determined to be a new source pursuant to 40 CFR 122.29(b). B. A significant change in the nature or an increase in quantity of pollutants discharged, including but not limited to:for sites 5 acres or larger,a 20%or greater increase in acreage disturbed by construction activity. C. A change in or addition of surface water(s)receiving stormwater or non-stormwater from the construction activity. D. A change in the construction plans and/o r activity that affects the Perm�ttee' s monitoring requirements in Special Condition S4. Following such notice,permit coverage may be modified,or revoked and reissued pursuant to 40 CFR 122.62(a)to specify and limit any pollutants not previously limited. Until such modification is effective,any new or increased discharge in excess of permit limits or not specifically authorized by this permit constitutes a violation. Construction Stormwater General Permit—December 1, 2010 Page 41 G21. REPORTING OTHER INFORMATION Where the Permittee becomes aware that it failed to submit any relevant facts in a permit application,or submitted incorrect information in a permit application or in any report to Ecology,it must promptly submit such facts or information. G22. REPORTING ANTICIPATED NON-COMPLIANCE The Permittee must give advance notice to Ecology by submission of a new application or supplement thereto at least forty-five(45)days prior to commencement of such discharges, of any facility expansions,production increases,or other planned changes, such as process modifications,in the permitted facility or activity which may result in noncompliance with permit limits or conditions. Any maintenance of facilities,which might necessitate unavoidable interruption of operation and degradation of effluent quality,must be scheduled during non-critical water quality periods and carried out in a manner approved by Ecology. G23. REQUESTS TO BE EXCLUDED FROM COVERAGE UNDER THE PERMIT Any discharger authorized by this permit may request to be excluded from coverage under the general permit by applying for an individual permit. The discharger must submit to the Director an application as described in WAC 173-220-040 or WAC 173-216-070, whichever is applicable,with reasons supporting the request.These reasons will fully document how an individual permit will apply to the applicant in a way that the general permit cannot.Ecology may make specific requests for information to support the request. The Director will either issue an individual permit or deny the request with a statement explaining the reason for the denial. When an individual permit is issued to a discharger otherwise subject to the construction stormwater general permit,the applicability of the construction stormwater general permit to that Permittee is automatically terminated on the effective date of the individual permit. G24. APPEALS A. The tenors and conditions of this general permit,as they apply to the appropriate class of dischargers,are subject to appeal by any person within 30 days of issuance of this general permit, in accordance with Chapter 43.21B RCW,and Chapter 173-226 WAC. B. The terms and conditions of this general permit,as they apply to an individual discharger,are appealable in accordance with Chapter 43.21B RCW within 30 days of the effective date of coverage of that discharger. Consideration of an appeal of general permit coverage of an individual discharger is limited to the general permit's applicability or nonapplicability to that individual discharger. C. The appeal of general permit coverage of an individual discharger does not affect any other dischargers covered under this general permit. If the terms and conditions of this general permit are found to be inapplicable to any individual discharger(s),the matter Construction Stormwater General Permit—December 1, 2010 Page 42 ' I ' shall be remanded to Ecology for consideration of issuance of an individual permit or permits. G25. SEVERABILITY The provisions of this permit are severable,and if any provision of this permit,or application of any provision of this permit to any circumstance,is held invalid,the application of such provision to other circumstances,and the remainder of this permit shall not be affected thereby. G26. BYPASS PROHIBITED A. Bypass Procedures Bypass,which is the intentional diversion of waste streams from any portion of a treatment facility,is prohibited for stormwater events below the design criteria for stormwater management.Ecology may take enforcement action against a Permittee for bypass unless one of the following circumstances(1,2,3 or 4)is applicable. 1. Bypass of stormwater is consistent with the design criteria and part of an approved management practice in the applicable stormwater management manual. 2. Bypass for essential maintenance without the potential to cause violation of permit limits or conditions. Bypass is authorized if it is for essential maintenance and does not have the potential to cause violations of limitations or other conditions of this permit,or adversely impact public health. 3. Bypass of stormwater is unavoidable,unanticipated,and results in noncompliance of this permit. This bypass is permitted only if: a. Bypass is unavoidable to prevent loss of life,personal injury,or severe property damage."Severe property damage"means substantial physical damage to property,damage to the treatment facilities which would cause them to become inoperable,or substantial and permanent loss of natural resources which can reasonably be expected to occur in the absence of a bypass. b. There are no feasible alternatives to the bypass,such as the use of auxiliary treatment facilities,retention of untreated wastes,maintenance during normal periods of equipment downtime(but not if adequate backup equipment should ' have been installed in the exercise of reasonable engineering judgment to prevent a bypass which occurred during normal periods of equipment downtime or preventative maintenance),or transport of untreated wastes to another treatment facility. Construction Stormwater General Permit—December 1, 2010 Page 43 c. Ecology is properly notified of the bypass as required in Special Condition , S5.17 of this permit. 4. A planned action that would cause bypass of stormwater and has the potential to result in noncompliance of this permit during a storm event. The Permittee must notify Ecology at least thirty(30)days before the planned date of bypass.The notice must contain: a. a description of the bypass and its cause b. an analysis of all known alternatives which would eliminate,reduce,or , mitigate the need for bypassing. c. a cost-effectiveness analysis of alternatives including comparative resource damage assessment. d. the minimum and maximum duration of bypass under each alternative. e. a recommendation as to the preferred alternative for conducting the bypass. ' f, the projected date of bypass initiation. g. a statement of compliance with SEPA. , h. a request for modification of water quality standards as provided for in WAC 173-201A-110,if an exceedance of any water quality standard is anticipated. i. steps taken or planned to reduce,eliminate,and prevent reoccurrence of the bypass. 5. For probable construction bypasses,the need to bypass is to be identified as early in the planning process as possible. The analysis required above must be considered during preparation of the Stonmwater Pollution Prevention Plan (SWPPP)and must be included to the extent practical. O'cases where the probable need to bypass is determined early,continued analysis is necessary up to and including the construction period in an effort to minimize or eliminate the bypass. , Ecology will consider the following before issuing an administrative order for this type bypass: a. If the bypass is necessary to perform construction or maintenance-related activities essential to meet the requirements of this permit. b. If there are feasible alternatives to bypass,such as the use of auxiliary treatment facilities,retention of untreated wastes,stopping production, maintenance during normal periods of equipment down time,or transport of untreated wastes to another treatment facility. , c. If the bypass is planned and scheduled to minimize adverse effects on the public and the environment. Construction Stormwater General Permit—December 1, 2010 Page 44 ' After consideration of the above and the adverse effects of the proposed bypass and any other relevant factors,Ecology will approve,conditionally approve,or ' deny the request. The public must be notified and given an opportunity to comment on bypass incidents of significant duration,to the extent feasible. Approval of a request to bypass will be by administrative order issued by Ecology under RCW 90.48.120. ' B. Duty to Mitigate The Permittee is required to take all reasonable steps to minimize or prevent any ' discharge or sludge use or disposal in violation of this permit that has a reasonable likelihood of adversely affecting human health or the environment. Construction Stormwater General Permit—December 1, 2010 Page 45 APPENDIX A—DEFINITIONS AKART is an acronym for"all known,available,and reasonable methods of prevention,control, ' and treatment."AKART represents the most current methodology that can be reasonably required for preventing,controlling,or abating the pollutants and controlling pollution associated with a discharge. Applicable TMDL means a TMDL for turbidity,fine sediment,high pH,or phosphorus,which was completed and approved by EPA before January 1,2011,or before the date the operator's , complete permit application is received by Ecology,whichever is later. Applicant means an operator seeking coverage under this permit. Best Management Practices(BMPs)means schedules of activities,prohibitions of practices, maintenance procedures,and other physical,structural and/or managerial practices to prevent or reduce the pollution of waters of the State. BMPs include treatment systems,operating procedures,and practices to control: stormwater associated with construction activity,spillage or leaks,sludge or waste disposal,or drainage from raw material storage. Buffer means an area designated by a local jurisdiction that is contiguous to and intended to protect a sensitive area. Bypass means the intentional diversion of waste streams from any portion of a treatment facility. Calendar Day A period of 24 consecutive hours starting at 12:00 midnight and ending the following 12:00 midnight. ' Calendar Week(same as Week)means a period of seven consecutive days starting at 12:01 a.m. (0:01 hours)on Sunday. Certified Erosion and Sediment Control Lead(CESCL)means a person who has current certification through an approved erosion and sediment control training program that meets the , minimum training standards established by Ecology(see BMP C160 in the SWAM). Clean Water Act(CWA)means the Federal Water Pollution Control Act enacted by Public Law 92-500,as amended by Public Laws 95-217,95-576,96-483,and 97-117;USC 1251 et seq. ' Combined Sewer means a sewer which has been designed to serve as a sanitary sewer and a storm sewer,and into which inflow is allowed by local ordinance. Common Plan of Development or Sale means a site where multiple separate and distinct , construction activities may be taking place at different times on different schedules and/or by different contractors,but still under a single plan. Examples include: 1)phased projects and projects with multiple filings or lots,even if the separate phases or filings/lots will be constructed under separate contract or by separate owners(e.g.,a development where lots are sold to separate builders);2)a development plan that may be phased over multiple years,but is still under a Construction Stormwater General Permit—December 1, 2010 Page 46 consistent plan for long-term development; 3)projects in a contiguous area that may be unrelated but still under the same contract,such as construction of a building extension and a new parking lot at the same facility;and 4)linear projects such as roads,pipelines,or utilities. If the project is part of a common plan of development or sale,the disturbed area of the entire plan must be used in determining permit requirements. Composite Sample means a mixture of grab samples collected at the same sampling point at different times,formed either by continuous sampling or by mixing discrete samples. May be "time-composite"(collected at constant time intervals)or"flow-proportional'(collected either as a constant sample volume at time intervals proportional to stream flow,or collected by increasing the volume of each aliquot as the flow increases while maintaining a constant time interval between the aliquots. Concrete wastewater means any water used in the production,pouring and/or clean-up of concrete or concrete products,and any water used to cut,grind,wash,or otherwise modify concrete or concrete products.Examples include water used for or resulting from concrete truck/mixer/pumper/tool/chute rinsing or washing,concrete saw cutting and surfacing(sawing, coring,grinding,roughening,hydro-demolition,bridge and road surfacing).When stormwater comingles with concrete wastewater,the resulting water is considered concrete wastewater and must be managed to prevent discharge to waters of the state,including ground water. Construction Activity means land disturbing operations including clearing,grading or excavation which disturbs the surface of the land. Such activities may include road construction, construction of residential houses,office buildings,or industrial buildings,and demolition activity. ' Contaminant means any hazardous substance that does not occur naturally or occurs at greater than natural background levels. See definition of"hazardous substance"and WAC 173-340-200. Demonstrably Equivalent means that the technical basis for the selection of all stormwater BMPs is documented within a SWPPP,including: 1. The method and reasons for choosing the stormwater BMPs selected. 2. The pollutant removal performance expected from the BMPs selected. 3. The technical basis supporting the performance claims for the BMPs selected,including any available data concerning field performance of the BMPs selected. 4. An assessment of how the selected BMPs will comply with state water quality standards. 5. An assessment of how the selected BMPs will satisfy both applicable federal technology- based treatment requirements and state requirements to use all known,available,and reasonable methods of prevention,control,and treatment(AKART). Department means the Washington State Department of Ecology. Detention means the temporary storage of stormwater to improve quality and/or to reduce the ' mass flow rate of discharge. I Construction Stormwater General Permit—December 1, 2010 Page 47 Dewatering means the act of pumping ground water or stormwater away from an active construction site. ' Director means the Director of the Washington Department of Ecology or his/her authorized representative. Discharger means an owner or operator of any facility or activity subject to regulation under Chapter 90.48 RCW or the Federal Clean Water Act. Domestic Wastewater means water carrying human wastes,including kitchen,bath,and laundry , wastes from residences,buildings, industrial establishments,or other places,together with such ground water infiltration or surface waters as may be present. Ecology means the Washington State Department of Ecology. Engineered Soils means the use of soil amendments including,but not limited,to Portland cement treated base(CTB),cement kiln dust(CKD),or fly ash to achieve certain desirable soil characteristics. Equivalent BMPs means operational, source control,treatment,or innovative BMPs which result ' in equal or better quality of stormwater discharge to surface water or to ground water than BMPs selected from the SWMM. Erosion means the wearing away of the land surface by running water,wind,ice,or other geological agents,including such processes as gravitational creep. ' Erosion and Sediment Control BMPs means BMPs intended to prevent erosion and sedimentation,such as preserving natural vegetation,seeding,mulching and matting,plastic covering,filter fences,sediment traps,and ponds. Erosion and sediment control BMPs are synonymous with stabilization and structural BMPs. Final Stabilization(same as fully stabilized or full stabilization)means the establishment of a ' permanent vegetative cover,or equivalent permanent stabilization measures(such as riprap, gabions or geotextiles)which prevents erosion. Ground Water means water in a saturated zone or stratum beneath the land surface or a surface , water body. Hazardous Substance means any dangerous or extremely hazardous waste as defined in RCW 70.105.010 (5) and (6), or any dangerous or extremely dangerous waste as designated by rule under chapter 70.105 RCW;any hazardous sub-stance as defined in RCW 70.105.010(14)or any hazardous substance as defined by rule under chapter 70.105 RCW; any substance that, on the effective date of this section, is a hazardous substance under section 101(14) of the federal cleanup law, 42 U.S.C., Sec. 9601(14); petroleum or petroleum products; and any substance or category of substances,including solid waste decomposition products,determined by the director , Construction Stormwater General Permit—December 1, 2010 Page 48 by rule to present a threat to human health or the environment if released into the environment. The term hazardous substance does not include any of the following when contained in an ' underground storage tank from which there is not a release: crude oil or any fraction thereof or petroleum,if the tank is in compliance with all applicable federal,state,and local law. Injection Well means a well that is used for the subsurface emplacement of fluids.(See Well.) Jurisdiction means a political unit such as a city,town or county;incorporated for local self- government. ' National Pollutant Discharge Elimination System(NPDES)means the national program for issuing,modifying,revoking and reissuing,terminating,monitoring,and enforcing permits,and ' imposing and enforcing pretreatment requirements,under sections 307,402,318,and 405 of the Federal Clean Water Act,for the discharge of pollutants to surface waters of the State from point sources. These permits are referred to as NPDES permits and,in Washington State,are administered by the Washington Department of Ecology. Notice of Intent(NOI)means the application for,or a request for coverage under this general permit pursuant to WAC 173-226-200. Notice of Termination(NOT)means a request for termination of coverage under this general permit as specified by Special Condition S10 of this permit. rator means any party associated with a construction project that meets either of the following two criteria: • The party has operational control over construction plans and specifications,including the ability to make modifications to those plans and specifications;or • The party has day-to-day operational control of those activities at a project that are necessary to ensure compliance with a SWPPP for the site or other permit conditions (e.g.,they are authorized to direct workers at a site to carry out activities required by the SWPPP or comply with other permit conditions). Permittee means individual or entity that receives notice of coverage under this general permit. pH means a liquid's measure of acidity or alkalinity. A pH of 7 is defined as neutral.Large variations above or below this value are considered harmful to most aquatic life. pH monitoring period means the time period in which the pH of stormwater runoff from a site ' must be tested a minimum of once every seven days to determine if stormwater pH is between 6.5 and 8.5. Point source means any discernible,confined,and discrete conveyance, including but not limited to,any pipe,ditch,channel,tunnel,conduit,well,discrete fissure,and container from which pollutants are or may be discharged to surface waters of the State. This term does not include return flows from irrigated agriculture. (See Fact Sheet for further explanation.) Construction Stormwater General Permit—December 1, 2010 Page 49 Pollutant means dredged spoil,solid w ast e,incin erat or residue,filter backwash,sewage, ' garbage,domestic sewage sludge(biosolids),munitions,chemical wastes,biological materials, radioactive materials,heat,wrecked or discarded equipment,rock, sand,cellar dirt,and ' industrial,municipal,and agricultural waste.This term does not include sewage from vessels within the meaning of section 312 of the CWA,nor does it include dredged or fill material discharged in accordance with a permit issued under section 404 of the CWA. Pollution means contamination or other alteration of the physical,chemical,or biological properties of waters of the State; including change in temperature,taste,color,turbidity,or odor of the waters;or such discharge of any liquid,gaseous,solid,radioactive or other substance into any waters of the State as will or is likely to create a nuisance or render such waters harmful, detrimental or injurious to the public health,safety or welfare;or to domestic,commercial, , industrial,agricultural,recreational,or other legitimate beneficial uses;or to livestock,wild animals,birds,fish or other aquatic life. Process wastewater means any water which,during manufacturing or processing,comes into direct contact with or results from the production or use of any raw material,intermediate product,finished product,byproduct,or waste product(40 CFR 122.1). Receiving water means the water body at the point of discharge. If the discharge is to a stone ' sewer system,either surface or subsurface,the receiving water is the water body to which the storm system discharges. Systems designed primarily for other purposes such as for ground water drainage,redirecting stream natural flows,or for conveyance of irrigation water/return flows that coincidentally convey stormwater are considered the receiving water. Representative means a stormwater or wastewater sample which represents the flow and , characteristics of the discharge.Representative samples may be a grab sample,a time- proportionate composite sample,or a flow proportionate sample.Ecology's Construction Stormwater Monitoring Manual provides guidance on representative sampling. San itary sewer means a sewer which is designed to convey domestic wastewater. Sediment means the fragmented material that originates from the weathering and erosion of rocks or unconsolidated deposits,and is transported by,suspended in,or deposited by water. I Sedimentation means the depositing or formation of sediment. , Sensitive area means a water body,wetland, stream,aquifer recharge area,or channel migration zone. , SEPA(State Environmental Policy Act)means the Washington State Law,RCW 43.21C.020, intended to prevent or eliminate damage to the environment. Significant Amount means an amount of a pollutant in a discharge that is amenable to available and reasonable methods of prevention or treatment;or an amount of a pollutant that has a Construction Stormwater General Permit—December 1, 2010 ' Page 50 reasonable potential to cause a violation of surface or ground water quality or sediment management standards. Significant concrete work means greater than 1000 cubic yards poured concrete or recycled concrete over the life of a project. ' Sienificant Contributor of Pollutants means a facility determined by Ecology to be a contributor of a significant amount(s)of a pollutant(s)to waters of the State of Washington. Site means the land or water area where any"facility or activity" is physically located or conducted. Source control BMPs means physical,structural or mechanical devices or facilities that are intended to prevent pollutants from entering stormwater. A few examples of source control BMPs are erosion control practices,maintenance of stormwater facilities,constructing roofs over storage and working areas,and directing wash water and similar discharges to the sanitary sewer ' or a dead end sump. Stabilization means the application of appropriate BMPs to prevent the erosion of soils,such as, temporary and permanent seeding,vegetative covers,mulching and matting,plastic covering and ' sodding. See also the definition of Erosion and Sediment Control BMPs. Storm drain means any drain which drains directly into a storm sewer s, sty�em,,usually found along roadways or in parking lots. Storm sewer system means a means a conveyance,or system of conveyances(including roads with drainage systems,municipal streets,catch basins,curbs,gutters,ditches,manmade channels,or storm drains designed or used for collecting or conveying stormwater. This does not include systems which are part of a combined sewer or Publicly Owned Treatment Works (POTW)as defined at 40 CFR 122.2. Stormwater means that portion of precipitation that does not naturally percolate into the ground or evaporate,but flows via overland flow,interflow,pipes,and other features of a stormwater ' drainage system into a defined surface water body,or a constructed infiltration facility. Stormwater Management Manual(SWMM)or Manual means the technical Manual published by Ecology for use by local governments that contain descriptions of and design criteria for BMPs to prevent,control,or treat pollutants in stormwater. ' Stormwater Pollution Prevention Plan(SWPPP)means a documented plan to implement measures to identify,prevent,and control the contamination of point source discharges of stormwater. Surface Waters of the State includes lakes,rivers,ponds,streams,inland waters,salt waters,and all other surface waters and water courses within the jurisdiction of the state of Washington. ' Construction Stormwater General Permit—December 1, 2010 Page 51 Temporary Stabilization means the exposed ground surface has been covered with appropriate materials to provide temporary stabilization of the surface from water or wind erosion.Materials include,but are not limited to,mulch,riprap,erosion control mats or blankets and temporary ' cover crops. Seeding alone is not considered stabilization.Temporary stabilization is not a substitute for the more permanent"final stabilization." Total Maximum Daily Load(TMDL)means a calculation of the maximum amount of a pollutant ' that a water body can receive and still meet state water quality standards. Percentages of the total maximum daily load are allocated to the various pollutant sources. A TMDL is the sum of the allowable loads of a single pollutant from all contributing point and nonpoint sources. The , TMDL calculations must include a"margin of safety"to ensure that the water body can be protected in case there are unforeseen events or unknown sources of the pollutant. The calculation must also account for seasonable variation in water quality. Treatment BMPs means BMPs that are intended to remove pollutants from stormwater. A few examples of treatment BMPs are detention ponds,oil/water separators,biofiltration,and constructed wetlands. ' Transparency means a measurement of water clarity in centimeters(cm),using a 60 cm transparency tube.The transparency tube is used to estimate the relative clarity or transparency ' of water by noting the depth at which a black and white Secchi disc becomes visible when water is released from a value in the bottom of the tube.A transparency tube is sometimes referred to as a"turbidity tube." Turbidity means the clarity of water expressed as nephelometric turbidity units(NTU)and measured with a calibrated turbidimeter. Uncontaminated means free from any contaminant,as defined in MTCA cleanup regulations. See definition of"contaminant"and WAC 173-340-200. Waste Load Allocation(WLA)means the portion of a receiving water's loading capacity that is allocated to one of its existing or future point sources of pollution. WLAs constitute a type of water quality based effluent limitation(40 CFR 130.2[h]). ' Water quality means the chemical,physical,and biological characteristics of water,usually with respect to its suitability for a particular purpose. Waters of the State includes those waters as defined as"waters of the United States" in 40 CFR Subpart 122.2 within the geographic boundaries of Washington State and "waters of the State"as defined in Chapter 90.48 RCW,which include lakes,rivers,ponds,streams,inland waters, ' underground waters,salt waters,and all other surface waters and water courses within the jurisdiction of the state of Washington. Well means a bored,drilled or driven shaft,or dug hole whose depth is greater than the largest surface dimension.(See Injection well.) Construction Stormwater General Permit—December 1, 2010 , Page 52 i Wheel wash wastewater means any water used in,or resulting from the operation of,a tire bath or wheel wash(BMP C 106: Wheel Wash),or other structure or practice that uses water to ' physically remove mud and debris from vehicles leaving a construction site and prevent track- out onto roads. When stormwater comingles with wheel wash wastewater,the resulting water is considered wheel wash wastewater and must be managed according to Special Condition S9.D.9. ' Construction Stormwater General Permit—December 1, 2010 Page 53 APPENDIX B—ACRONYMS AKART All Known,Available,and Reasonable Methods of Prevention,Control,and ' Treatment BMP Best Management Practice , CESCL Certified Erosion and Sediment Control Lead CFR Code of Federal Regulations ' CKD Cement Kiln Dust cm Centimeters CTB Cement-Treated Base ' CWA Clean Water Act DMR Discharge Monitoring Report EPA Environmental Protection Agency ESC Erosion and Sediment Control FR Federal Register , NOI Notice of Intent NOT Notice of Termination , NPDES National Pollutant Discharge Elimination System NTU Nephelometric Turbidity Unit RCW Revised Code of Washington ' SEPA State Environmental Policy Act , SWMM Stormwater Management Manual SWPPP Stormwater Pollution Prevention Plan TMDL Total Maximum Daily Load , UIC Underground Injection Control USC United States Code , USEPA United States Environmental Protection Agency WAC Washington Administrative Code , WQ Water Quality WWHM Western Washington Hydrology Model i 1 Construction Stormwater General Permit—December 1, 2010 , Page 54 ' City of Renton Contract Provisions for ' Rainier Ave S (SR 167) S Grady Way to S 2nd St APPENDIX H ' Property Owner Commitments (Addendum No. 3) I i r r ' Appendix H—Addendum #3 GENERAL The following summarizes the general commitments to all property owners with properties affected by this project: r1. Prevent harm to persons or damage to property. ' 2. Provide at least 5 days but not more than 15 days notice prior to Permitted Use. 3. Store no equipment,supplies or vehicles upon the permanent or temporary construction easement areas. Unless not doing so would unreasonably interfere with permitted use. ' 4. Maintain at least one(1) point of access from ROW to the property available for public use during business hours. 5. Place a sign at each driveway entrance containing the name of the business. Show sign location in final traffic control plan. 6. The terms of the temporary construction easements shall commence on the date of r commencement of construction for a period of one(1)year or until the completion of the construction of the Rainier Avenue South (SR167)South Grady Way to South 2nd Street Project, whichever is first. r ' SOUND FORD Tracking#2,3&4: Parcel No. 1923059074, 1923059068, 1923059035 EXHIBIT 1A: ' Summary of TCE: 1. No storing of equipment,debris,or materials. ' 2. Leave open and usable except during active construction. 3. Always provide access during business hours expect during asphalt installation finalizing access apron to the property. 1 EXHIBIT iB: r TEMPORARY CONSTRUC77 ON EASEMENT 1. Term. The term of this Temporary Construction Easement the "Term" shall commence r on the date of commencement of construction for a period of one (1) year or until the completion of the construction of the Rainier Avenue South (SRI 67) South Grady Way to South 2nd Street ' Page 1 of 26 Project, whichever is earlier. , 2. Grantee's Use of the Easement Area. Subject to the limitations set forth in Paragraph 3 below, Grantee shall have the right to use the Easement Area for the following uses: ' 2.1 Constructing improvements within the Right of Way and the incorporation and assimilation of such Right-of-Way improvements with the physical characteristics of the , abutting Property; and 2.2 Ingress to and egress from locations at which work is being performed in the Right of Way. The foregoing activities are hereinafter collectively referred to as the "Permitted Use". ' 3. Limitations and Conditions on Use. Except as provided in Paragraph 2 above, Grantee shall not enter upon the Easement Area or make any use thereof. Without limiting the generality ' of, and in addition to,the foregoing: 3.1 Grantee shall,at all times, undertake the Permitted Use in a manner so as to prevent bodily harm to persons(whomsoever)and damage to property(whatsoever). ' Precautionary measures shall include reasonable site security measures to prevent access to the Easement Area during such times as the Permitted Use may cause the Easement Area to be in an unsafe condition. If and to the extent Grantee may cause any excavations of the Easement Area, such excavations shall be done and completed with the highest degree of care so as not to disturb ' or impair the structural integrity of the surrounding property or any improvements thereto. If requested by Grantors,Grantee shall install and maintain fencing or other temporary barriers within the Easement Area as may be reasonably necessary to confine and contain the Permitted , Use to the Easement Area. 3.2 Grantee shall give Grantor notice at least five(5)days,but not more than ' fifteen(15)days,prior to undertaking the Permitted Use within the Easement Area. 3.3 In no event shall Grantee cause or permit any equipment,supplies, ' vehicles or other items to be kept or stored upon the Easement Area. Without limiting the foregoing,except at times when to do so would unreasonably interfere with the Permitted Use, Grantee shall at all times keep the Easement Area in a neat and clean condition. ' 3.4 Upon completion of any activities that may disturb the surface or subsurface of,or leave debris on,the Easement Area(or any improvements thereon),Grantee shall restore the Easement Area(and any improvements thereon)to a condition as good or better ' than the condition the Easement Area(or such improvements)was in prior to such disturbance. Without limiting the generality of the foregoing,such restoration shall include,without limitation,regrading,repaving,resurfacing,and cleaning,and reestablishing curbs and ' wheelstops on or about,the Easement Area. 3.5 Throughout the Term, Grantee shall(i)ensure that,during.Grantors' , scheduled business hours,there is at least one(1)point of access from the Right-of-Way to the Page 2 of 26 ' Property available for public use;and(ii)place a sign at the driveway entrance containing the name of the business. The requirements set forth in this Paragraph 3.5 shall be included in Grantee's contractor's final traffic control plan for the Project that will be reviewed and approved by Grantee. 4. Additional Terms. Grantee further agrees to the following non-monetary terms: ' 4.1 There will be no storing of equipment,debris or buildin g ma t e nal on the Property at any time,except when actual work is being done on the Property; 4.2 The Property will always be left in an open and usable fashion with no open trenching or other impediments to use,except when actual work is being done on the Property; 4.3 Ingress and egress to the Property will always be open during Grantors' scheduled business hours and usable at all times,except for the day of actual asphalt installation finalizin g access the apron to the Pro P 1?ertY 4.4 All work on the Property will be done at night whenever possible; WALKER SUBARU Tracking#5: Parcel No. 1923059053 EXHIBIT 2A: Summa ry of Settlement: ' 1.No storing equipment,debris,or materials. 2.1-eave open and usable except during active construction. 3.Ingress and egress will always be open and usable at all times,except for day of actual asphalt installation finalizing the access apron to the property. 4.AII work on Property will be at night except for paving. If paving must be done during the day it will be ' on Tuesday,Wednesday,or Thursday. Temporary gravel for no more than a week. ' Summary of TCE: 1.Site security measures to prevent access to the easement area during such times as the permitted use may cause the easement area to be in an unsafe condition. ' 2.During excavation of the easement area,excavation shall be done with highest degree of care so not to disturb or impair the structural integrity of the surrounding property or any improvements. ' Page 3 of 26 EXHIBIT 213: , SETTLEMENT In addition to the foregoing, Renton hereby agrees to the following non-monetary ' consideration and terms, which shall be part of and included within the Temporary Construction Easement: a. There will be no storing of equipment, debris or building material on the Premises at any time,except when actual work is being done on the Premises; b. The Premises will always be left in an open and useable fashion with no open trenching or other impediments to use, except when actual work is being done on the , Premises; c. Ingress and egress to the Premises will always be open and usable at all times, ' except for the day of actual asphalt installation finalizing the access apron to the Premises; d. All work on the Premises will be done at night,except for possibly one or two days of asphalt paving that must be done during the day; ' e. If asphalt paving must be done on the Premises during the day, then that work will be done on a Tuesday,Wednesday or Thursday;and ' f. Ingress and egress areas will not be left in a temporary graveled condition for a period of more than one week. ' EXHIBIT 2C: TEMPORARY CONSTRUCTION EASEMENT C. Because of the scope of the Project, Grantee will have full time construction observers ' on site during contractor activities and Grantee will provide their contact information to Grantor. In order to minimize impacts on businesses and traffic, it will be necessary to construct some or all of the Project outside normal working hours (night work). Grantee will work with their ' Contractor to minimize impacts to all businesses along Rainier. 2. Grantee's Use of the Easement Area. Subject to the limitations set forth in Paragraph 3 below,Grantee shall have the right to use the Easement Area for the following uses: 2.1 Constructing improvements within the Right of Way and the incorporation and assimilation of such Right-of-Way improvements with the physical characteristics of the abutting Property; and 2.2 Ingress to and egress from locations at which work is being performed in the Right of Way. Page 4 of 26 , II I' ' The foregoing activities are hereinafter collectively referred to as the "Permitted Use". 3. Limitations and Conditions on Use. Except as provided in Paragraph 2 above, Grantee shall not enter upon the Easement Area or make any use thereof. Without limiting the generality of, and in addition to, the foregoing: 3.1 Grantee shall, at all times, undertake the Permitted Use in a manner so as to prevent bodily harm to persons (whomsoever) and damage to property (whatsoever). Precautionary measures shall include reasonable site security measures to prevent access to the ' Easement Area during such times as the Permitted Use may cause the Easement Area to be in an unsafe condition. If and to the extent Grantee may cause any excavations of the Easement Area, such excavations shall be done and completed with the highest degree of care so as not to disturb ' or impair the structural integrity of the surrounding property or any improvements thereto. If requested by Grantor, Grantee shall install and maintain fencing or other temporary barriers within the Easement Area as may be reasonably necessary to confine and contain the Permitted ' Use to the Easement Area. 3.2 Grantee shall give Grantor notice at least five (5) days, but not more than ' fifteen (15) days, prior to undertaking the Permitted Use within the Easement Area. 3.3 In no event shall Grantee cause or permit any equipment, supplies, vehicles or other items to be kept or stored upon the Easement Area. Without limiting the foregoing, except at times when to do so would unreasonably interfere with the Permitted Use, Grantee shall at all times keep the Easement Area in a neat and clean condition. ' 3.4 Upon completion of any activities that may disturb the surface or subsurface of, or leave debris on, the Easement Area(or any improvements thereon), Grantee shall restore the Easement Area (and any improvements thereon) to a condition as good or better than the condition the Easement Area (or such improvements) was in prior to such disturbance. Without limiting the generality of the foregoing, such restoration shall include, without limitation,regarding, repaving, resurfacing, and cleaning, and reestablishing curbs and wheelstops on or about, the Easement Area. 3.5 Throughout the Term,Grantee shall (i) ensure that, during Grantor's ' scheduled business hours, there is at least one (1)point of access from the Right-of-Way to the Property available for public use; and (ii)place a sign at the driveway entrance containing the name of the business. The requirements set forth in this Paragraph 3.5 shall be included in ' Grantee's contractor's final traffic control plan for the Project that will be reviewed and approved by Grantee. ' 3.6 Grantee shall promptly pay(and secure the discharge of any liens asserted by)all persons and entities furnishing any labor, equipment, services, supplies, materials or other items in connection with the Project or the Permitted Use. ' Page 5 of 26 3.7 Grantee shall at all times comply with any and all laws, rules, regulations , ordinances, permits, approvals and other requirements applicable to the Easement Area, the Project, and the Permitted Use. 4. Additional Terms. Grantee further agrees to the following non-monetary terms: 4.1 There will be no storing of equipment, debris or building material on the Property at any time, except when actual work is being done on the Property, 4.2 The Property will always be left in an open and usable fashion with no open trenching or other impediments to use,except when actual work is being done on the , Property; 4.3 Ingress and egress to the Property will always be open during Grantor's ' scheduled business hours and usable at all times, except for the day of actual asphalt installation finalizing the access apron to the Property; 4.4 All work on the Property will be done at night, except for possibly one or ' two days of asphalt paving that must be done during the day; 4.5 If asphalt paving must be done on the Property during the day, then that ' work will be done on a Tuesday, Wednesday or Thursday; and 4.6 Ingress and egress areas will not be left in a temporary graveled condition ' for a period of more than one week. LES SCHWAB ' Tracking#6:Parcel No. 1923059044 ' EXHIBIT 3A: Summary of TCE 1. No storing equipment,debris,or materials for more than 24 hours. 2. Access to driveways shall be maintained at all times with the exception of immediate work. , EXHIBIT 36: , TEMPORARY CONSTRUCTION EASEMENT The work to be performed within this temporary easement includes "feathering-in"the new facility to the remainder. All work shall be performed in a continuous manner and completed in ' order, such that the need for use of the easement area is minimized. Access to driveways for ingress and egress shall be maintained at all times, subject only to such restrictions as are necessary to perform immediate work. No unused construction material or equipment shall be , left within the easement area for a period of more than 24 hours. Page 6 of 26 ' 1 i FORD LEASING Tracking#7:Parcel No. 1923059031 ' EXHIBIT 4A: Summary of TCE 1.Restore existing slopes to match new construction. ' EXHIBIT 4B: TEMPORARY CONSTRUCTION EASEMENT It is understood and agreed that upon completion of construction of said project,the CITY OF RENTON or its agents shall restore the existing slopes on said lands to match new construction, including the replacing of any improvements now located thereon. VACANT AUTO (BOB BRIDGE) ' Tracking#8:Parcel No. 1823059133 EXHIBIT 5A: Summary of TCE: 1. No storing equipment,debris,or materials. 2. Maintain at least one point of access at all times. 3. Restore existing slopes to match new construction. ' EXHIBIT 5B: TEMPORARY CONSTRUCTION EASEMENT C. Because of the scope of the Project,Grantee will have full time construction observers on site during contractor activities and Grantee will provide their contact information to Grantor. In order to minimize impacts on businesses and traffic, it will be necessary to construct some or all of the Project outside normal working hours(night work). Grantee will work with their Contractor to minimize impacts to all businesses along Rainier. 2. Grantee's Use of the Easement Area. Subject to the limitations set forth in Paragraph 3 below, Grantee shall have the right to use the Easement Area for the following uses: 2.1 Constructing improvements within the Right of Way and the incorporation and assimilation of such Right-of-Way improvements with the physical characteristics of the abutting Property; and Page 7 of 26 !I 2.2 Ingress to and egress from locations at which work is being performed in the Right of Way. ' The foregoing activities are hereinafter collectively referred to as the"Permitted Use". 3. Limitations and Conditions on Use. Except as provided in Paragraph 2 above, Grantee shall not enter upon the Easement Area or make any use thereof. Without limiting the generality of, and in addition to,the foregoing: ' 3.1 Grantee shall, at all times, undertake the Permitted Use in a manner so as to prevent bodily harm to persons(whomsoever) and damage to property (whatsoever). , Precautionary measures shall include reasonable site security measures to prevent access to the Easement Area during such times as the Permitted Use may cause the Easement Area to be in an unsafe condition. If and to the extent Grantee may cause any excavations of the Easement Area, ' such excavations shall be done and completed with the highest degree of care so as not to disturb or impair the structural integrity of the surrounding property or any improvements thereto. If requested by Grantor, Grantee shall install and maintain fencing or other temporary barriers within the Easement Area as may be reasonably necessary to confine and contain the Permitted ' Use to the Easement Area. 3.2 Grantee shall give Grantor notice at least five (5) days, but not more than ' fifteen (15) days, prior to undertaking the Permitted Use within the Easement Area. 3.3 In no event shall Grantee cause or permit any equipment, supplies, ' vehicles or other items to be kept or stored upon the Easement Area. Without limiting the foregoing, except at times when to do so would unreasonable interfere with the Permitted Use, Grantee shall at all times keep the Easement Area in a neat and clean condition. ' 3.4 Upon completion of any activities that may disturb the surface or subsurface of, or leave debris on, the Easement Area (or any improvements thereon), Grantee , shall restore the Easement Area(and any improvements thereon) to a condition as good or better than the condition the Easement Area(or such improvements) was in prior to such disturbance. Without limiting the generality of the foregoing, such restoration shall include, without ' limitation,regarding, repaving, resurfacing, and cleaning, and reestablishing curbs and wheelstops on or about, the Easement Area. 3.5 Throughout the Term, Grantee shall (i) ensure that, at all times, there is at ' least one (1)point of access from the Right-of-Way to the Property available for public use;and (ii) place high visibility signs in locations reasonably acceptable to Grantor containing specific wording identifying such available access points. The requirements set forth in this Paragraph 3.5 shall be included in Grantee's contractor's final traffic control plan for the Project that will be reviewed and approved by Grantee. Page 8 of 26 IHOP Tracking#9: Parcel No. 1823059258 EXHIBIT 6A: Summary of TCE 1. Restore existing slopes to match new construction. EXHIBIT 6B: TEMPORARY CONSTRUCTION EASEMENT It is understood and agreed that upon completion of construction of said project,the CITY OF RENTON or its agents shall restore the existing slopes on said lands to match new construction, including the replacing of any improvements now located thereon. A&W/KFC Tracking#10:Parcel No. 1823059261 EXHIBIT 7A: Summary of TCE 1. Restore existing slopes to match new construction. EXHIBIT 7B: TEMPORARY CONSTRUCTION EASEMENT It is understood and agreed that upon completion of construction of said project, the CITY OF RENTON or its agents shall restore the existing slopes on said lands to match new construction, including the replacing of any improvements now located thereon. MAZATLAN RESTAURANT Tracking#11&12: Parcel No. 1823059156&1823059135 EXHIBIT 8A: Summa ry of TCE: 1.Restore existing slopes to match new construction, including the replacement of any improvements 2.At all times during the duration of construction shall be no interruption of access to the business conducted on the property and the property's curb cut along Rainier Avenue shall remain accessible throughout construction. 3.Minimize any blockage of parking spaces on property Page 9 of 26 4.Storage of equipment and/or materials is not allowed. Additional Commitments: 1. Protect the existing sign near Temporary Easement EXHIBIT 8B: TEMPORARY CONSTRUCTION EASEMENT It is understood and agreed that upon completion of construction of said project, the CITY OF RENTON or its agents shall restore the existing slopes on said lands to match new construction, including the replacing of any improvements now located thereon. 2. Grantee's Use of the Easement Area. Subject to the limitations set forth in Paragraph 3 below, Grantee shall have the right to use the Easement Area for the following uses: 2.1 Constructing improvements within the Right of Way and the incorporation and assimilation of such Right-of-Way improvements with the physical characteristics of the abutting Property; and 2.2 Ingress to and egress from locations at which work is being performed in the Right of Way. The foregoing activities are hereinafter collectively referred to as the"Permitted Use". 3. Limitations and Conditions on Use. Except as provided in Paragraph 2 above, Grantee shall not enter upon the Easement Area or make any use thereof. Without limiting the generality of, and in addition to,the foregoing: 3.1 Grantee shall, at all times, undertake the Permitted Use in a manner so as to prevent bodily harm to persons (whomsoever) and damage to property (whatsoever). Precautionary measures shall include reasonable site security measures to prevent access to the Easement Area during such times as the Permitted Use may cause the Easement Area to be in an unsafe condition. If and to the extent Grantee may cause any excavations of the Easement Area, such excavations shall be done and completed with the highest degree of care so as not to disturb or impair the structural integrity of the surrounding property or any improvements thereto. If requested by Grantor, Grantee shall install and maintain fencing or other temporary barriers within the Easement Area as may be reasonably necessary to confine and contain the Permitted Use to the Easement Area. 3.2 Grantee shall give Grantor notice at least five (5) days, but not more than fifteen (15) days, prior to undertaking the Permitted Use within the Easement Area. 3.3 In no event shall Grantee cause or permit any equipment, supplies, vehicles or other items to be kept or stored upon the Easement Area. Without limiting the foregoing, except at times when to do so would unreasonable interfere with the Permitted Use, Grantee shall at all times keep the Easement Area in a neat and clean condition. Page 10 of 26 3.4 Upon completion of any activities that may disturb the surface or subsurface of, or leave debris on, the Easement Area (or any improvements thereon), Grantee shall restore the Easement Area(and any improvements thereon) to a condition as good or better than the condition the Easement Area(or such improvements) was in prior to such disturbance. Without limiting the generality of the foregoing, such restoration shall include, without limitation,regarding, repaving, resurfacing, and cleaning, and reestablishing curbs and wheelstops on or about, the Easement Area. 3.5 Throughout the Term Grantee shall i ensure that at all times there is at least one (1)point of access from the Right-of-Way to the Property available for public use; and (ii) place high visibility signs in locations reasonably acceptable to Grantor containing specific wording identifying such available access points. The requirements set forth in this Paragraph 3.5 shall be included in Grantee's contractor's final traffic control plan for the Project that will be reviewed and approved by Grantee. FRIEDMAN STRIP MALL Tracking#13&14: Parcel No. 1823059138&1823059266 EXHIBIT 9A: Summary of TCE: 1.Restore existing slopes to match new construction,including the replacement of any improvements 2.At all times during the duration of construction shall be no interruption of access to the business conducted on the property and the property's curb cut along Rainier Avenue shall remain accessible throughout construction. 3.Minimize any blockage of parking spaces on property 4.Storage of equipment and/or materials is not allowed. EXHIBIT 9B: TEMPORARY CONSTRUCTION EASEMENT It is understood and agreed that upon completion of construction of said project, the CITY OF RENTON or its agents shall restore the existing slopes on said lands to match new construction, including the replacing of any improvements now located thereon. BNSF Tracking#15:Parcel No. 1823059052 EXHIBIT 10A: Summary of Easement 1. Restore existing slopes to match new construction. Page 11 of 26 EXHIBIT 10B: EASEMENT 1.1 Easement Purpose. The"Easement Purpose" shall be for the purposes set forth in the C&M Agreement. Any improvements to be constructed in connection with the Easement Purpose are referred to herein as "Improvements" and shall be constructed,located,configured and maintained by Grantee in strict accordance with the terms of this Easement Agreement and the C&M Agreement. 1.2 Grant. Grantor does hereby grant unto Grantee a non-exclusive easement("Easement")over the Premises for the Easement Purpose and for no other purpose.The Easement is granted subject to any and all restrictions,covenants,easements, licenses,permits, leases and other encumbrances of whatsoever nature whether or not of record,if any, relating to the Premises and subject to all with all applicable federal, state and local laws, regulations,ordinances, restrictions, covenants and court or administrative decisions and orders, including Environmental Laws (defined below) and zoning laws(collectively, -Laws"),. Grantor may not make any alterations or improvements or perform any maintenance or repair activities within the Premises except In accordance with the terms and conditions of the C&M Agreement. 1.3 Reservations by Grantor. Grantor excepts and reserves the right, to be exercised by Grantor and any other parties who may obtain written permission or authorityfrom Grantor: (a) to Install, construct,maintain, renew, repair, replace, use, operate, change,modify and relocate any existing pipe, power, communication,cable, or utility lines and appurtenances and other facilities or structures of like character (collectively,"Lines")upon,over,under or across the Premises; (b) to Install, construct,maintain, renew, repair, replace, use, operate, change,modify and relocate any tracks or additional facilities or structures upon, over,under or across the Premises;and (c) to use the Premises in any manner as the Grantor in its sole discretion deems appropriate,provided Grantor uses all commercially reasonable efforts to avoid material Interference with the use of the Premises by Grantee for the Easement Purpose. Section 5 Improvements. Grantee shall take,in a timely manner,all actions necessary and proper to the lawful establishment,construction,operation,and maintenance of the Improvements,Including such actions as may be necessary to obtain any required permits,approvals or authorizations from applicable governmental authorities. Any and all cuts and fills, excavations or embankments necessary in the construction,maintenance,or future alteration of the Improvements shall be made and maintained in such manner,form and extent as will provide adequate drainage of and from the adjoining lands and premises of the Grantor; and wherever any such fill or embankment shall or may obstruct the natural and pre-existing drainage from such lands and premises of the Grantor,the Grantee shall construct and maintain such culverts or drains as may be requisite to preserve such natural and pre-existing drainage,and shall also wherever necessary,construct extensions of existing drains, culverts or ditches through or along the premises of the Grantor,such extensions to be of adequate sectional dimensions to preserve the present flowage of drainage or other waters,and of materials and workmanship equally as good as those now existing.In the event any construction,repair,maintenance, work or other use of the Premises by Grantee will affect any Lines, fences, buildings, improvements or other facilities (collectively, "Other Improvementsn),Grantee will be responsible at Grantee's sole risk to locate and make any adjustments necessary to such Other Improvements. Grantee must contact the owner(s)of the Other Improvements notifying them of any work that may damage these Other Improvements and/or interfere with theirservice and obtain the owner's written approval prior to so affecting the Other Improvements.Grantee must mark all Other Improvements on the Plans and Specifications and mark such Other Improvements In the field in order to verify their locations. Grantee must also use all reasonable methods when working on or near Grantor property to determine If any Other Improvements(fiber optic,cable,communication or otherwise)may exist. The Grantee agrees to keep the above-described premises free and clear from combustible materials and to cut and remove or cause to be cut and removed at its sole expense all weeds and vegetation on said premises,said work of cutting Page 12 of 26 ' i and removal to be done at such times and with such frequency as to comply with Grantee and local laws and regulations and abate any and all hazard of fire. 9.1 Removal of Improvements and Restoration. Upon termination of this Easement Agreement, whether by abandonment of the Easement or by the exercise of Grantor's termination rights hereunder, Grantee shall,at its sole cost and expense, immediately perform the following: (a) remove all or such portion of Grantee's Improvements and all appurtenances thereto from the Premises, as Grantor directs at Grantor's sole discretion; (b) repair and restore any damage to the Premises arising from,growing out of,or connected with Grantee's use of the Premises; by remedy any unsafe conditions on the Premises created or aggravated by Grantee; and (d) leave the Premises in the condition which existed as of the Effective Date. CALIFORNIA CUSTOM AUTO(old dry cleaner) Tracking#16:Parcel No.9228900065 EXHIBIT 11A: Summary of Settlement: 1.At all times during the duration of construction shall be no interruption of access to the business conducted on the property and the property's curb cut along Rainier Avenue shall remain accessible throughout construction. 2.Minimize any blockage of parking spaces on property. 3.Storage of equipment and/or materials is not allowed. Summary of TCE: 1.Restore existing slopes to match new construction. EXHIBIT 118: TEMPORARY CONSTRUCTION EASEMENT It is understood and agreed that upon completion of construction of said project, the CITY OF RENTON or its agents shall restore the existing slopes on said lands to match new construction, including the replacing of any improvements now located thereon. MCLENDON HARDWARE Tracking#18: Parcel No. 1823059118 EXHIBIT 12A: Summary of TCE 1. Restore existing slopes to match new construction. Page 13 of 26 I Additional Commitments 1. Construction not allowed during springtime.(Peak season). 2. Remove and demolish existing sign. EXHIBIT 12B: TEMPORARY CONSTRUCTION EASEMENT It is understood and agreed that upon completion of construction of said project, the CITY OF RENTON or its agents shall restore the existing slopes on said lands to match new construction, including the replacing of any improvements now located thereon. CAFE DONUTS Tracking#19:Parcel No.9228900005 EXHIBIT 13A: Summary of TCE 1. Demo and remove all existing building improvement, including signs. 2. Restore existing slopes to match new construction. EXHIBIT 136: TEMPORARY CONSTRUCTION EASEMENT The Grantee shall demo and remove all existing building improvements, including signs, at its sole cost and return the remaining property.-to Grantor in a level condition without extrusions of foundations. It is understood and agreed that upon completion of construction of said project, the CITY OF RENTON or its agents shall restore the existing slopes on said lands to match new construction, including the replacing of any improvements now located thereon. TACO BELL/SHELL/(76) Tracking#20: Parcel No.0007200101 I i EXHIBIT 14A: i Additional Commitments 1. Remove and demolish existing sign. Page 14 of 26 2. Construct a fifty foot wide driveway at a mutually agreed location. Eliminate planter adjacent to businesses. Provide landscaping trees within grates in the sidewalk. Place one dual faced sign at a mutually agreed location. SPU Tracking#25: Parcel No. 1823059208 EXHIBIT 1SA: Summary of TCE: None HONDA Tracking#31: Parcel No. 1923059021 EXHIBIT 16A: Summary of TCE: None USA MINI MART Tracking#32: Parcel No. 1923059073 ' EXHIBIT 17A: Summary of TCE: 1.Restore existing slopes to match new construction. Additional Commitments: 1. Maintain existing sign in permanent easement EXHIBIT 17B: TEMPORARY CONSTRUCTION EASEMENT The work to be performed within this easement includes "feathering-in" the new facility to the remainder. The Grantor and Grantee agree that the existing curb cut serving the tenant (gas station) shall remain in its current location and shall not be reduced in size. It is understood and agreed that upon completion of construction of said project, the Page 15 of 26 CITY OF RENTON or its agents shall restore the existing slopes on said lands to match new construction, including the replacing of any improvements now located thereon. WALMART Tracking#34:Parcel No. 1923059048 EXHIBIT 18A: Summary of TCE: 1.Provide 72 hour prior notice before commencement of work in Easement Area. 2.Schedule construction activities to minimize impacts to access from Rainier Ave through Easement Area. 3.Maintain Wal-Mart pylon sign located in part Easement Area. Additional Commitments: 1. Restore existing slopes to match new construction. 2. Verify operation of irrigation system upon restoration with store manager. 3. Coordinate reconstruction of retention pond with property owner. EXHIBIT 186: TEMPORARY CONSTRUCTION EASEMENT The work to be performed within this easement includes"feathering-in"the new facility to the remainder. This Temporary Construction Easement is subject to the following terms and conditions: 1. Grantee shall provide Wal-Mart at least 72 hours' notice prior to the commencement of work in the Easement Area. 2. Access from Grantors' property through the Easement Area to Rainier Avenue S. shall be maintained free of impacts from Grantee's construction at all times feasible. Grantee shall not undertake work in the Easement Area which would impair,obstruct or restrict access to the property owned by Grantors without first providing the Wal-Mart Store Manager a construction schedule for such work that would minimize the scope and duration of such access restrictions. Grantee shall take reasonable steps to avoid and mitigate the effects of any such access restrictions, including scheduling construction work at non-peak evening hours, providing adequate temporary directional signage and providing traffic control personnel. 3. Grantee's work in the Easement Area shall not impair or interrupt utility service to the Grantors'property at any time. 4. Grantee's work in the Easement Area shall not affect in any way the Wal-Mart pylon sign located in part in the Easement Area. It is understood and agreed that upon completion of construction of said project,the CITY OF RENTON or its agents shall restore the existing slopes on said lands to match new construction, , including the replacing of any improvements now located thereon, including without limitation all Page 16 of 26 landscaping, curb,gutter, driveway approaches and irrigation systems. Irrigation systems shall be verified with the Wal-Mart Store Manager to be operational. EXHIBIT 18C PERMANENT EASEMENT r r G auto and Grantee agree that the easement granted herein will not encroach on the Walmart sign or affect the operation of, or access to Walmart, or result in the loss of parking. In addition,this Easement is subject to the following terms and conditions: 1. Grantees shall provide Wal-Mart at least 72 hours' notice prior to the commencement of work in the Easement Area. 2. Access from Grantors' property through the Easement Area to Rainier Avenues. shall be maintained free of impacts from Grantees' maintenance or construction at all times feasible. Grantees shall not undertake work in the Easement Area which would impair,obstruct or restrict access to the property owned by Grantors without first providing the Wal-Mart Store Manager a construction schedule for such work that would minimize the scope and duration of such access restrictions. Grantees shall take reasonable steps to avoid and mitigate the effects of any such access restrictions, including scheduling construction work at non-peak evening hours, providing adequate temporary directional signage and providing traffic control personnel. 3. Grantees' operations and work in the Easement Area shall not impair or interrupt utility service to the Grantors' property at any time. 4. Grantees' operations and work in the Easement Area shall not affect in any way the Wal- Mart pylon sign located in part in the Easement Area. 5. Upon completion of any maintenance or construction work in the Easement Area, Grantees shall restore the existing slopes on said lands to match new construction,including the replacing of any improvements now located thereon, including without limitation all landscaping, curb,gutter,driveway approaches and irrigation systems. Irrigation systems shall be verified with the Wal-Mart Store Manager to be operational. Grantors reserve the right to use the Easement Area for any purpose not inconsistent with the rights. herein granted, provided, however,Grantors shall not construct or maintain any buildings, structures or other objects on the Easement Area(other than those presently existing, which may remain) and Grantors shall do no blasting within 300 feet of Grantees' facilities without Grantees' prior written consent. Grantee agrees to construct improvements to the specification already agreed to with Grantors, which are detailed in KPG's plan sheets, dated March, 2011,any deviation from such to be approved by Grantors. i Page 17 of 26 PHO-SUPER SUPPLEMENTS Tracking#36:Parcel No. 1923059027 EXHIBIT 19A: Summary of TCE: 1.Restore existing slopes to match new construction. EXHIBIT 19B: TEMPORARY CONSTRUCTION EASEMENT The work to be performed within this easement includes"feathering-in"the new facility to the remainder. It is understood and agreed that upon completion of construction of said project, the CITY OF RENTON or its agents shall restore the existing slopes on said lands to match new construction, including the replacing of any improvements now located thereon. i� ARBYS/CAR WASH Tracking#37: Parcel No. 1823059123 EXHIBIT 20A: �. Additional Commitments: 1.Remove and demolish existing sign. LITHIA DODGE Tracking#38&39: Parcel No. 1823059212&1823059069 EXHIBIT 21A: t Summary of TCE: 1.Restore existing slopes to match new construction. EXHIBIT 21B: TEMPORARY CONSTRUCTION EASEMENT The work to be performed within this easement includes"feathering-in"the new facility to the remainder. Page 18 of 26 It is understood and agreed that upon completion of construction of said project, the CITY OF RENTON or its agents shall restore the existing slopes on said lands to match new construction, including the replacing of any improvements now located thereon. SOUTH LAKE VETERINARIAN Tracking#40:Parcel No. 1823059157 EXHIBIT 22A: Summary of TCE: 1.Restore existing slopes to match new construction. EXHIBIT 226: TEMPORARY CONSTRUCTION EASEMENT The work to be performed within this easement includes"feathering-in"the new facility to the remainder. It is understood and agreed that upon completion of construction of said project, the CITY OF RENTON or its agents shall restore the existing slopes on said lands to match new construction, including the replacing of any improvements now located thereon. FRED MEYER Tracking#41:Parcel No. 1823059215 EXHIBIT 23A: Summary of Settlement: R.O.W.=1,448 SF Temporary Construction Easement=7,262 SF Summary of TCE: 1.Restore existing slopes to match new construction,including the replacement of any improvements 2.No Construction in Easement is allowed during the months of November and December without written consent from Grantor. EXHIBIT 236: TEMPORARY CONSTRUCTION EASEMENT The work to be performed within this easement includes "feathering-in"the new facility to the remainder. rPage 19 of 26 ill r� It is understood and agreed that upon completion of construction of said project, the CITY OF RENTON or its agents shall restore the existing slopes on said lands to match new construction, including the replacing of any improvements now located thereon. Grantee shall maintain the Facilities in safe and proper working condition at all times and shall, if the Easement Area is disturbed by the installation, maintenance, alteration, repair or replacement of the Facilities,restore the surface of the Easement Area as nearly as possible to the condition in which it existed at the commencement of the maintenance, alteration, repair or replacement, at its sole cost and expense. Grantee agrees to perform all work so as to avoid to the extent reasonably possible, interference with other utilities, access to Grantor's property, and operations on Grantors property. Without limiting the generality of the preceding sentence, except for an emergency, Grantee shall not perform any work in the Easement Area during the months of November and December without Grantors prior written consent. Grantee shall keep the Easement Area and Grantors adjacent property free from any liens caused by Grantee, its agents, independent contractors or employees. GENESI MOTORS/CYCLE WORKS Tracking#42:Parcel No. 1823059168 EXHIBIT 24A: Summary of TCE: 1.Restore existing slopes to match new construction. EXHIBIT 24B: TEMPORARY CONSTRUCTION EASEMENT The work to be performed within this easement includes"feathering-in"the new facility to the remainder. It is understood and agreed that upon completion of construction of said project, the CITY OF RENTON or its agents shall restore the existing slopes on said lands to match new construction, including the replacing of any improvements now located thereon. JACK IN THE BOX Tracking#43: Parcel No. 1823059169 EXHIBIT 2SA: Summary of TCE: 1.Restore existing slopes to match new construction. 2.At all times during the duration of construction shall be no interruption of access to the business conducted on the property and the property's curb cut along Rainier Avenue shall remain accessible throughout construction(including drive through). Page 20 of 26 1 3.Minimize any blockage of parking spaces on property 4.Storage of equipment and/or materials is not allowed. S.Control Dust 6.Provide certificate of evidencing general liability insurance($2,000,000). EXHIBIT 25B: TEMPORARY CONSTRUCTION EASEMENT 2. Grantee covenants and agrees,as a material part of the consideration for this License,that at all times after doing any work on or in connection with the License Area,it will restore the License Area, and any of Grantor's land affected by the construction, to substantially the same condition, in which. it was found before such work was undertaken, including, without limitation, restoration of landscaping and sod, and restoration of the License Area to the elevation and grade which existed prior to the activities of the Grantee pursuant to this License. At all times during the term of this License (and during Grantee's Work) Grantee covenants that the drive-through lane servicing the restaurant will remain accessible for ingress and egress to the Premises and Grantee warrants.that.-the License Area does not include any portion of Grantor's drive-through lane. At no time during the term of this License (or during Grantee's Work) will Grantor's signage be altered or moved from its current location within the License Area; nor will its visibility be impaired. 4. The Grantee will minimize any interference with Grantor's business operations on the Premises during the exercise of its license rights. Additionally, Grantee shall maintain •and not interfere with all utilities servicing the restaurant operating on the Premises. Notwithstanding the forgoing, in the event that any of the utilities servicing the Premises are required to be relocated in connection with Grantee's Work, Grantee shall first provide Grantor with at least forty-eight(48) hours prior written notice of any anticipated interruption in service, and such notice shall be delivered to Grantor in accordance with Paragraph 17 below. Grantee shall take any all steps necessary to immediately restore service to any impacted utility following any such interruption in service in order to minimize any interference with Grantor's business operations on the Premises. 6. Prior to commencing Grantee's Work, Grantee's contractor shall provide Grantor with a certificate of insurance, evidencing general liability insurance in an amount not less than two �. million dollars ($2,000,000) per occurrence and naming Grantor as additional insured. 7. The Grantee acknowledges that Grantee will be its responsibility (or its contractor) to secure all permits or authorizations from third parties and governmental authorities, if any are necessay, for Grantee to utilize the rights granted hereby. While performing Grantee's IrkWork, Grantee shall comply in all respects with all applicable laws, ordinances and regulations. In Grantee shall 6e responsible for ensuring that Grantee's Work complies in all respects with.the federal Americans with Disabilities Act and any and all corresponding state and local versions of such legislation. 9. Grantee's Work shall be completed in a prompt and timely manner, in accordance with the construction schedule for the Project. In the event Grantee (or Grantee's contractor) determines that Grantee's Work requires additional time to complete,Grantee shall notify Grantor in writing immediately, provided that unless the Grantee is otherwise in breach of the Purchase Agreement and this Temporary License, Grantor's approval of such required additional time to complete Grantee's Work and the Project shall be provided timely. Page 21 of 26 10. Grantee shall undertake all reasonable precautions to control dust and construction debris during the performance of Grantee's Work. Throughout the performance of Grantee's Work and, upon completion of Grantee's Work, Grantee shall promptly remove any debris, dirt and/or mud caused as a result of Grantee's Work. 11. Grantee shall repair and replace any and all landscaping or other improvements which are damaged or disturbed, in any manner, by Grantee's Work. Said landscaping and improvements shall be restored to their prior condition, including the replacement of equivalent products(plants, etc.). 12. Grantor retains for itself and its successors and assigns the right to use and enjoy the Premises except as the use thereof may be necessary for, or otherwise interfere with the Grantee's Work,the Project and the purposes granted herein. 13. Grantor hereby covenants that Grantor has full and lawful right and authority to execute and deliver this License and to consummate its obligations described and otherwise contemplated hereunder for the term of this License. 14. The License granted shall not be deemed a trespass or inverse condemnation of the Premises and will not impair Grantor's right to make claim against the Grantee, to the extent permitted by law, for damages sustained or arising out of the use of the License, if any, in accordance with the terms contained herein. 15. It is distinctly understood and agreed that this License does not constitute a conveyance of any part of Grantor's Premises but grants only the temporary right to conduct Grantee's Work and complete the Project. 16. This License will not be assignable by the Grantee in whole or in part without the written consent of Grantor. QDOOBA/BLOCKBUSTER Tracking#44:Parcel No. 1823059189 EXHIBIT 26A: Summary of TCE: 1.Restore existing slopes to match new construction. EXHIBIT 26B: ' TEMPORARY CONSTRUCTION EASEMENT The work to be performed within this easement includes"feathering-in"the new facility to the remainder. It is understood and agreed that upon completion of construction of said project, the CITY OF RENTON or its agents shall restore the existing slopes on said lands to match new construction, including the replacing of any improvements now located thereon. Page 22 of 26 FRED MEYER Tracking#45: Parcel No.0007200209 EXHIBIT 27A: Summary of Settlement: R.O.W.=5,842 SF Permanent Easement= 1,297 SF Temporary Construction Easement—4,507 SF Summary of TCE: 1.Restore existing slopes to match new construction. 2.No construction in November&December without written consent EXHIBIT 27B: TEMPORARY CONSTRUCTION EASEMENT The work to be performed within this easement includes"feathering-in"the new facility to the II, remainder. It is understood and agreed that upon completion of construction of said project, the CITY OF RENTON or its agents shall restore the existing slopes on said lands to match new construction, including the replacing of any improvements now located thereon. Grantee shall maintain the Facilities in safe and proper working condition at all times and shall, if the Easement Area is disturbed by the installation, maintenance, alteration, repair or replacement of the Facilities,restore the surface of the Easement Area as nearly as possible to the condition in which it existed at the commencement of the maintenance, alteration, repair or replacement, at its sole cost and expense. Grantee agrees to perform all work so as to avoid to the extent reasonably possible, interference with other utilities, access to Grantor's property, and operations on Grantor's property. Without limiting the generality of the preceding sentence, except for an emergency, Grantee shall not perform any work in the Easement Area during the months of November and December without Grantor's prior written consent. Grantee shall keep the Easement Area and Grantor's adjacent property free from any liens caused by Grantee, its agents, independent contractors or employees. Page 23 of 26 DIAMOND LILS Tracking#46: Parcel No.0007200149 EXHIBIT 28A: Summary of TCE: 1.Restore existing slopes to match new construction. EXHIBIT 28B: TEMPORARY CONSTRUCTION EASEMENT The work to be performed within this easement includes"feathering-in"the new facility to the remainder. It is understood and agreed that upon completion of construction of said project, the CITY OF RENTON or its agents shall restore the existing slopes on said lands to match new construction, including the replacing of any improvements now located thereon. FIRESTONE Tracking#48:Parcel No.0007200126 EXHIBIT 29A: Summary of TCE: 1.Restore existing slopes to match new construction. EXHIBIT 296: TEMPORARY CONSTRUCTION EASEMENT The work to be performed within this easement includes"feathering-in"the new facility to the remainder. It is understood and agreed that upon completion of construction of said project, the CITY OF RENTON or its agents shall restore the existing slopes on said lands to match new construction, including the replacing of any improvements now located thereon. SCHUCKS AUTO Tracking#49:Parcel No.0007200190 EXHIBIT 30A: I Summary of TCE: 1.Restore existing slopes to match new construction. Page 24 of 26 IAdditional Commitments: 1.Sprinkler system must be protected. Property owner will need to be notified prior to construction in area, per City Assurances letter. Notice 30-prior to construction notify owner so they can disconnect irrigation. EXHIBIT 306: TEMPORARY CONSTRUCTION EASEMENT The work t o be performed within this easement includes the new facility to the remainder. It is understood and agreed that upon completion of construction of said project, the CITY OF RENTON or its agents shall restore the existing slopes on said lands to match new construction, including the replacing of any improvements now located thereon. Note: Landlord is Malesis Petratos Enterprises;Tenant is CSK Auto. WALGREEN Tracking#50:Parcel No. 1823059079 EXHIBIT 31A: Summary of TCE: 1.Restore existing slopes to match new construction. 2.At all-times during the duration of construction shall be no interruption of access to the business conducted on the property and the property's curb cut along Rainier Avenue shall remain accessible throughout construction. 3.Minimize any blockage of parking spaces on property 4.Storage of equipment and/or materials is not allowed. S.Grading within the parking areas of property shall not be disturbed and shall be restored to the same or better condition. 6.Restoration obligations will include grading and sloping per ADA standards. 7.Existing free standing sign shall not be relocated or disturbed and if damaged will be replaced by contractor. Additional Commitments: 1.Coordination between contractor and property owner required for the reconstruction of retention pond. Page 25 of 26 2.Sprinkler system must be protected. Property owner will need to be notified prior to construction in area, per City Assurances letter. Notice 30-prior to construction notify owner so they can disconnect , irrigation. EXHIBIT 31B: , TEMPORARY CONSTRUCTION EASEMENT The work to be performed within this easement includes"feathering-in"the new facility to the remainder. It is understood and agreed that upon completion of construction of said project, the CITY OF RENTON or its agents shall restore the existing slopes on said lands to match new construction, including the replacing of any improvements now located thereon. At all times during the duration of this Temporary Construction Easement, there shall be no interruption of access to the business conducted on the property and the property's curb cut along Rainer Avenue shall remain accessible throughout the construction project described herein. Grantee shall use its best efforts to minimize any blockage of parking spaces on Grantor's property and in no event shall Grantor use such parking spaces for storage of equipment and/or materials. In addition,the grading within the panting areas of Property shall not be disturbed as a result of Grantee's construction and in all events Grantee shall restore the temporary easement area and any other affected portion of the Property to the same or better condition as existed prior to the Temporary Construction Easement. Grantee's restoration obligations shall include, , without limitation, restoration the grading and sloping of the Property to a condition which complies with.the,requirements of the Americans With Disabilities Act,42 U.S.C.Section 12101 et sec}("ADA")and any other applicable laws , Grantor's existing free standing sign (the "Sign") is located within the Temporary Construction Easement area. Grantee acknowledges and agrees that'it shall not relocate or disturb the Sign in connection with the Temporary Construction Easement and.any damage to the Sign by Grantee shall be subject to the.restoration obligations by Grantee as set forth above. II Page 26 of 26 City of Renton Contract Provisions for Rainier Ave S (SR 167) S Grady Way to S 2nd St APPENDIX I Asbestos and Lead Survey—Building 201 S. 4th Place (Addendum No. 1) 1 1 I -� 1 ATTACHMENT B �,*%Av R.C, He' Seat Keystone Place North CONSULTING GROUP, LLC Seattle,Washington 98103 ' June 30,2011 (206)301-8989—office www.archeonsultants.com Dennis Conte Facilities Supervisor Community Services Department City of Renton Phone 425-430-6643 Fax 425-430-6613 fax dconte ccrentonwa.gov ASBESTOS&LEAD SURVEY—BUILDING AT 201 S.4T'PLACE IN RENTON Dear Mr.Conte, Per your request,on June 14,2011,2010,A.R.C.H.Consulting Group,LLC collected materials throughout the vacant building located at 201 South 4`s Place in Renton,Washington to identify materials containing asbestos and lead. The purpose of this testing is to identify materials that will require special consideration during the demolition of the building. The details of the sample locations begin on page 3. The roof was repaired after sample collection using "Henry 208R Wet Patch Roof Cement SBS Rubber Modified",a non-asbestos-containing material. CONCLUSIONS: The following materials were identified as containing asbestos. Roof: • The black asphalt on both of the flat roofs(garage&building). • The black asphalt with fibrous material on the side of the flat roofs(parapet covering). • Tan shingles on the unused roof access. • Asphalt on the sides of the two HVAC housings on the roof. • Asphalt on the chimney Interior: • Beige vinyl floor tiles under the newer floor coverings. i • Mastic beneath the beige vinyl floor tiles. The paints on both the inside and outside of the building all contain less than 0.06%lead. Therefore,the paints are not lead-based. "Professionals who Anticipate, Recognize. Evaluate and Control Hazards to Protect You" ATTACHMENT B ATTACHMENT B s CONSULTING GROUP, LLC , RECOMMENDATIONS ' The black asphalt materials on the roof,tan shingles on the roof,and the beige vinyl floor tiles and the mastic beneath the beige floor tiles need to be removed by an asbestos abatement firm. The paints are non-lead based so no special abatement action is needed during demolition of the building. Thank you very much for allowing A.R.C.H.Consulting Group the opportunity to perform this work Please call me in the office,on my cell phone at(206)618-3088,or e-mail me at frank(a),archconsultants.com if you have any questions or concerns. Sincerely, $ppRU OF�kQ P� `NCpRPOq�T Gsf X76 CP x ES Frank Riordan 2� rn Certified Industrial Hygienist * ��ys�tYANIX i 2 ATTACHMENT B ATTACHMENT B r, 5607 Keystone Place North Seattle,Washington 98103 CONSULTING GROUP, LLC (206)301-8989—office NNw-w.archcon sultants.com Asbestos & Lead Evaluation City of Renton's Vacant Building 201 South 4th Place Renton, Washington 98057 ' ROOF SAMPLES i Photo 2:Rooftop Looking South Photo 3:Rooftop Looking North Roof sample locations are shown in Photos 2&3. The Chain-of-Custody in Appendix 1 describes the sample locations of the asbestos samples. Table 1 below lists the asbestos-containing materials found on the roof in the vacant building SAMPLE NUMBER LOCATION DESCRIPTION Percent Chrysotile i , s4 Asbestos #3-6/14/11 Higher roof above main building—Black Asphalt 5%Asbestos ro S.. � �... #7-6/14/11 Old Roof Access Cover—Tan Shingles 3%Asbestos Lg"K,"'� , y, #9-6/14/11 Asphalt sealer on Brick Chimney 6%Asbestos Table 1: Asbestos-Containing Materials Identified on the Roof Sample#2-,#5-,&#6-6/14/11 contained no asbestos. 3 ATTACHMENT B ATTACHMENT B �,�4 K-� CONSULTING GROUP, LLC INTERIOR SAMPLES , frf y�2. Photo 4: Interior Office Area Photo 5: Interior Rear Work Room 1 locations r - Interior sam a a e shown in Photos 4&5. Sample#15 6/14/11,not shown is the sum P P gypsum wallboard ceiling n the garage to the left in Photo 5 and 1 1 14 1 g g g o o Sample# 8 6/ / 1 is the gypsum walls in the front room not seen in Photo 4. The Chain-of-Custody in Appendix 1 describes the sample locations of the asbestos samples. SAMPLE NUMBER LOCATION DESCRIPTION Percent Chrysotile Asbestos i» ,fO z „�is iu IN ,Yi,*s �,� :� Y3/ �t ^�eTF.,� •�`� �acu,ra zo,✓.� T,`,�,�.,,,.,,',"��.«....:..r...,a« 'ta'��s..�F.,.. ,✓<, ,.�«�? _ ...,, .'�, /�i„i'n.:«kR i;3✓,Y.��:.>w5.cu'a..•,• „�.xa --•.� Mastic beneath Beige Tiles 3%Asbestos None of the other materials sampled inside the building contained asbestos. LEAD RESULTS All of the lead paint samples from the roof,interior and the exterior of the building contained less than 0.06% lead content. The paints used in and outside the building do not contain lead. 4 ATTACHMENT B 1 ATTACHMENT B CONSULTING GROUP, LLC APPENDIX 1 ASBESTOS BULK RESULTS r i 1 ' 1 5 ATTACHMENT B ATTACHMENT B SEATTLE ASBESTOS TEST,LLC MYtAP Aaxed' at 19711 Sail=Lake Rom.,Suite D.Lynnwood,WA 98036 Lab Cotte:2DD769-0 Tel:425.673.9850,Fax:425.673-9810 , www.seattleasbestostest.coM adenina seat[teasbestonest.— Date Analyzed:61213201 I Client Job#:2011-1224 Mr.Frank Riordan Laboratory Batch#:201111782 ARCH Consultants Samples Received:18 5607 Keystone Place North,Suite B Seattle,WA,98103 Enclosed please find the test results for the bulk samples submitted to our laboratory for , asbestos analysis.Analysis was performed using polarized light microscopy(PLM)in accordance with Test Method US EPA/600/R-93/116. Percentages for this report are done by visual estimate.Since variation in data increases as the quantity of asbestos decreases toward the limit of detection,the EPA recommends point counting for samples containing between<1%and 10%asbestos(NESHAP,40 CFR Part 61).Statistically,point counting is a more accurate method.If you feel a point count might be beneficial,please feel free.to call and request one. The test results refer only to the samples or items submitted and tested.The aomi acy with which these samples represent the actual materials is totally dependent on the acuity of the person who took the samples.This report must not be used by the client to claim product certification,approval,or endorsement by Seattle Asbestos Test,LLC,NVLAP,NIST,or any agency of the Federal government This report is highly confidential and will not be released without your consent.Samples are archived for two weeks after the analysis,and dim of as hazardous waste thereafter. Thank you for using our service and let us know if we can further assist you , Sincerely Steve i ' 1 � 6 1 � ATTACHMENT B - 1 ATTACHMENT B Page 1 of 2 SEATTLE ASBESTOS TEST,LLC NVLAPAaxedded- ;Lyn,srood:20UM 1-ymtwood Labosmory:147.11 Scribe lake Rd,Suite r3,Lymtwood,WA 98036;Tel:425.673.98511,Fmc425.673.9810 ' Bellewe Laboratory:I2727 Nordtulr Way,Su=1,Bdkvuc,WA98005;Td:425.861-1311,Fau 425161.1118 Website:kttpl!www--;cmkasba su-;Lom F-mwLadmvQscsdcwbcstDs=c= ANALYTICAL LABORATORY REPORT PLM by Method EPA/600/R-93!116 Attn.:Mr.Frank Riordan Client Job#:2011-1224 CfentARCH Consldtants Latmratruy Batch#:201111782 Address:5607 Keystone Place North,Suite 8 Date Received:611512011 Seattle,WA,98103 Samples Received:18 Date Analyzed:612112011 Samples Analyzed:18 Project city of Renton Lab 1D � Oe Laye► DescrtPtion [`/o' t �ents % Fibers 1 #16dt4ttl 1 asphaltic att/binder 2 Ceiltilose terial terial 2 wha 3 rysotlle finder,Sands 5 Cellulose ' 2 #2.6ftf11 1 pha der 17 ass fibers terial black 2 c fibrous der laass fibers ered black 3 c fibrous lt/binder 1 lulose detected 3 #3-&14111 1 with fibrous S Chrysotille AsphaWbinder 23 Glass fibers asphaltic 4 #4-6(14111 1 aterlei with fibrous 4 rysotifia index 21 fellulose aferiai 2 . fibrous Asphattibinder 72 7.eflulose, aterbal asphaltic 5 #5•&!14111 1 brous maters with elected finder,Sand 4 ss fibers and white sand tack asphaltic 6 #6-6114111 1 brows material with index,Sand 28 Cellulose sand datected tack asphaltic 7 #7-6114111 1 with tan 3 Chrysotille Asphaft(binder,Sand 5 CeRulose hactk asphaltic 8 #8-6/14111 1 feria!with white 6 hrysoMe lt/bindw,Paint 4 CeNulose III #95114(11 1 ed hard brittle a detected Ouderial 2 �� Igr,Paint iner 8 Cellulose fibrous 10 #106114/11 1 tai with ry paint r,Paint 3 lulose 2 rial with paint Cellulose f Analyzed by Sarah Lafiey i Liz Dutton �Re�reviewed by:Steve(Farryao)2hang,President 7 ATTACHMENT B it ATTACHMENT B Pie 2 of 2 SEATTLE ASBESTOS TEST,LLC Nv1.AP - 78:Lyraw ooa:2W6e LyauwoW Labaatory:1471€Swba Lakc Rd,Suite D.Lywwmod 480 ;.WA 36;Tel:425.673.4850,F=425.673A10 Bdkvue Labmatay:12727 Northup Way.Suite 1,Bdtevve,WA 48005;Td:425.861.111 t,Fax 425.8611 t 18 - Wcbskea lugsdtwww cam,E-amL ccm ANALYMAL LABORATORY REPORT PLM by Method EPAMM-931116 Attn.:Mr.Frank Riordan Client Job*2011-1224 Client:ARCH Consultants Laboratory Batch#:201111782 Address:5607 Keystone Place North,Suite B Date Received:61152011 Seat,WA,98103 Samples Received:18 Date Analyzed:6212011 Samples Analyzed:l8 ProjectCity of Renton Lab ED ClienttSam*I Layer Descrtption % Asbestos Non-Fibrous % Fi 11 #11-6194111 1 ed file rlyYbin�r,Mineral 4 2 YellDwforown mastic d 7 close 12 #12414111 1 White/gray tile nytibinder,Mineral 5 thetc 2 ellowfbrown mastic r 6 Cellulose 13 #13&114111 1 9 vinyl tyl/binder None detected 2 ray fibrous maters Nriderfliller 75 Cellulose 14 #14-V4111 1 ble 3 hrysot8e �,Mineral 2 lfulose 2 masft with 3 der,Saner 8 line nd Re chalky lfitlet, tuEnse, 15 #15 X14111 1 vial with urn/binder 5 lass fibers 16 #'16-6114111 1 ry one inderif€tler ulose ite with 2 its y irtdetffi8er tubas, vial with m1bmder fibers 17 #'17 14111 1 Y sandy/brittle ice,Binder,Sands 2 ellutose 2 race black soft a ice,Binder 2 close 3 ray txit material e Concrek0ftler,Fir, 4 relkilose sand Sands ite 18 #18-14/19 1 soft neetectsd ififfer 3 lase 2 chalky no IBWKWKdler 6 Cellulose ftoterial with paper elected JGypsumftnder I' Analyzed by.Sarah Latley 1 LAz Dutton Report by Steve(Fanyao)Zhang,President 8 ATTACHMENT B ATTACHMENT B 8FATTLEASBESTQSTEST,LLC Pm rd�norrm�ma.�9t�6& CHAIN OF CUSTODY t CffCttt€ iAffi!fittCH$,9'49't alliug Qwq k L. StP .4. s1d$tt�8 emu'i h P*.^t;sstr.E?E � $7` 7�I��8 Phrm: FtuG Ismail: rrE:_ is"s tt r,t vvt Pt (CCl L�csitttcmR' Ov d Re:aissc€ -- PF0j t 33 cr. dAr: ' T A muml Tim 7 AT=ber r;t S mpk-i (F Ghent Job SE- L f SAWL w[ t SAMPLUJO-3CRRMON LAB ID V12 f g,,,p• 1,rrr r W9 aRwT 4 fii!'3 1 [itc rfl}aPrr ar,gars Shllwies rP!• '`1cxPla�za� s des}strrls $ p*s-£71471l ;".4C ldZ>m 3Zmr'3 ct'y ,rP ti#uyg �`�-�•�'�s�j (,�'.i C�Ab['8f•'r lrf'Ii:K XZi�5t:�Cttt1 ._.__:L._. ._ aliT.r.+a# !i ll 'Ia[to tx�a¢ nr, a_cr t ll q f4 n :1 e t 8 4,'t 4;'E i W�e.�hrd Hrx.='ziSs' { l f2 ,.i�Va'.l3>11S Sh"T kimi"rn rraFiv.. I3 i f a t fir'l a old J's s ei�r t'1=.ua%€?apt seat umszK #4 _ fS 3£ tf ,'°il nsax .vr }ss €r€€s�A3f a.arftc: d ;4 ry — I? aft-Gr�l#ifl ..mvxa:e €beixsaantt rem-€x>cma. .6i 1 l;}I f nrwp r.• od:w and nnrt€rem imm car Lm P 20 ..� ._ +nc ! g F a.t ?'��};a=€tt��:tlic+ s � PE;;•sr[r � T'-�� >•mr.ii Ss�:le:islstmtc�ie�� ecc�tn�ulvtn6eofaa eruasi��arnm€tfrE�s�y�esrdTSC�}uii. r�a�e��rc�4are�.^�.�:�a- dti€#6i3sS 5' R vzvi31ic5.wqsemd W ice:' t+'wTmig,nrfi: rrm npzrdoAmrpwpoK nrd nva wm t.Q'm�shma[t'biUrr_--4W A*WW TeR DWCWW ko rCVoa=lR2YtX tt 8t m4 bVA CUM WKS Mt MT rlSt9Eme. E sigs-ss ab Mh hem W-dt=mrNm to n6eer.3mk Aft"Tem fvV liabft>=nuty mur f m rc forest 9 ATTACHMENT B ATTACHMENT B `A m, "F"CONSULTING GROUP, LLC APPENDIX LEAD SAMPLE RESULTS , 10 ATTACHMENT B I ATTACHMENT B j GALSON ' LABORATORIES Mr.Prank Riordan Jane 24,2011 A.R.C.11.Consulting Grow 5607 Keystone Place North Suite B Seattle,WA 98103 DOH FLAP#11626 Accoant#14670 Login#L242613 Dear Mr.Riordan: Enclosed are the analytical results for the samples received by our laboratory on dare 17,2011. All test results meet the quality control requirements of AIIIA and NELAC unless otherwise stated in this report All samples on the chain of custody were received in good condition unless otherwise noted. Results In this report are based on the sampling data provided by the client and refer only to the samples as they were receiv d at the laboratory. [finless otherwise requested,all samples will be discarded 14 days from the date of this report Please contact Eleldl Fruhlinger at(888)432-5227,if you would like.any additional Information regarding this report Thank you for using Gabon Laboratorlm Sincerely, Gabon Laboratories Mary G.Gnangst Laboratory Director kEnclosure($) ' Page 1 of 7 Report Reference:1 Germated:24JUN-11 16:32 11 ATTACHMENT B ATTACHMENT B GRL LABORATORY ANALYSIS REPORT 1 Client A.R.C.H. Consulting Group 6601 Kizkville Road site S. 4th PI, Rem,. East Syracuse; NY 13057 Project No. 2011-1224 (315) 432-522 FAX: X3151 437-857I Date Sampled 14-JUN-11 Account No.: 14670 Date Received 17--JUN-l-, Login No. L242613 Date Analyzed 23-JUN-111 Report ID 697063 Client ID : #I-LEAD-6/14/11 Lab ID L242613-1 Date Sampled 06/14/11 Date Analyzed 06/23/11 LOQ Total Conc Percent Parameter mq ka uo tnatka % Lead 25. <2.5 <25 <0.0025 1 COMMENTS: Please see attached lab footnote report for any applicable footnotes. Collection Media Paint Submitted by- crifcju r. Approved by : crd Date : 24-jU1,-I1 NYS DOE 0 11626 QC by: Tony D'Anic. * -Less Than Mg -milligrams m3 -Cubic Meters kg -Kilograms * -Greater Than ug -Micrograms 1 -Liters WS -Not Specified NA -Not Applicable ND -Not Detected ppm -Parts per Million LOQ-Limit of Quantitation Field sampling was not performed by Gallon. Gallon presents results based on sampling data prcvided by clients. Page 2 of 7 Report ReferenceA Generated.24-JUN-1 1 16-32 12 ATTACHMENT B ATTACHMENT B Asa LABORATORY ANALYSIS REPORT ' tASORAT4RkE5 Client A.R.C.A. Consulting Group . 66011 Kirkville Road Site S. 4th Pl, Renton ' East Syracuse, NY 13057 Project No. : 2011-1224 (315) 432-522' FAX: (315) 437-0571 Date Sampled 14-JUN-11 Account No.: 14670 www.g&lsonlabz.com Date Received 17-:!,N-11 Login No. L242613 Date Analysed 23-JUN-11 Report ID 647063 Client ID #2-LEAD-6/14/11 Lab ID L242613-2 Date Sampled : 06/14/11 Date analyzed : 46/23/11 LOQ Total Conc Percent Parameter mg/ko tea ma/ka Lead 24. 4.6 45 0.0045 CENTS: Please see 'attached lab footnote report for any applicable footnotes. .Collection Media Paint Submitted by: cri/cju Approved by : crd Date : 24-JON-11 NYS DOH kt 11626 QC by: Tony D'Pkmico ' < -Less Than mg -Milligrams m3 -Cubic Meters kg -Kilograms > -Greater Than ug -M-crograms 1 -Liters NS -Not Specified NA -Not Applicable ND -Not Detected ppm -Parts per Million LOQ-Limit of Quantitation Field sampling was not performed by Galzon. Galson presents results based on sampling data provided by clients ' Page 3 of 7 Report Reference:1 Generated:24-JUN-11 16:32 13 ' ATTACHMENT B ATTACHMENT B r '. ALSOIANALYSIS N LABORATORY ANALYSIS REPORT LABORATOR Client A_.R.C.S. Consulting Group 660: Kirkville Road Site S.-4th Pl, Renton East Syracuse, NY 13057 Project No. 2011-1224 ' {3151 432-5227 FAX: (315) 437-0571 Date Sampled 14.-JUN-11 Account No.: 14670 u.galsanlabs.com Date Received 17-.7 LM-11 Login No. L242613 Gate Analyzed 23-IM, 11 Report ID 697063 Client rD : #3-LEAD-6/14/11 Lab ID L242613-3 Date Sampled : 06/14/11 Date Analyzed 06/23111 ZQ Total Cons Percent Parameter no ua mafka & Lead 25. <2.5 <25 <0.0025 CO2,25ENSS: Please see attached lab footnote report for any applicable footnotes. collection Media : Paint Submitted by: cri/cju ' Approved by : erd Date : 24-JUN-11 NYS DOA 4 11626 QC by: Tony D'Amica * Less Than mg -Milligrams :c3 -Cubic Meters kg -Kilograms , a -Greater Than ug -Micrograms 1 -Liters NS -:got Specified NA Not Applicable ND -Not Detected ppn -Parts per P;illior. LOQ-Limit of ,'=tltation Field sampling was not perforned by Galson. Galson presents results based on sampling data provided by clients. Page 4 of 7 Report Referenoe:t Generated24-JUN-11 16:32 14 , ATTACHMENT B ATTACHMENT B 4fPA 6 6�RN LA.BOIRATORY ANALYSIS REPORT client A.R.C.H. Consulting Group 6601 Kirkvillo Road site S. 4th Pl, Rent.. East Syracuse, NY 13057 Pro?ect No. 2011-1224 #3115 432-522, FAX: (315) 437-0571 Date Sampled 14-JUIN-11 Account No.: 14670 www.galsonlabs.co,m Date Received 17-JIRI-ll Login No. L242613 Date Analyzed 23-JUN-11 Report TD 697063 Client XD : #4-LEKD-6/14/11 Lab ID L242613-4 Date Sampled 06/14/11 Date Analyzed 06123/11 LOQ Total -c'c Percent Parameter mqikq Us Lead 52. 9.2 190 0.019 C7,24ENTS: Please see attached lab footnote report for any applicable footnotes. Collection Media Paint Submitted by: cri/cju Approved by : crd Date : 24-JUN-11 NYS DOH 4 11626 QC by: Tony D'Amico < -Less Than mg -milligrams m3 -Cubic Meters kg -Kilograms > -Greater Than ug -Microgranz. I -Liters NS -Not Specified NA -Not Applicable ND -Not Detected ppm -Parts per Million LOQ-Limit of Quantitation Field sampling was not performed by Galson. Galson presents results based on sampling data provided by cl i ent,_ . PaWW7 Report Refererm:1 Gemated:24,)UN-11 16-32 15 ATTACHMENT B ATTACHMENT B ALSON LABORATORIES Y'- R—� t.S 'Pl 14-JUN-11 A C�rt N., 1461CI fIll 1 $34^321? K.. -242E13 1315) —trod .",-b It-, asrrptaa -"m tMt yield the I-l"." ....1. —1 the fl-1 ttw —bo'£ f tym —I—".p7c edi-q •ba If "t YlCd sn for s Iyt. C970Q" —Wbill-d 41'q dig-zli—, ,reach tray I d— th"t i, sops: ml-SOTI-S�91. Lau 41 f W-b --p},mtc' P, to, YAthd OMA 12511SMI�l .71-1C7;"Z;; zq -C, '!W.trrs xg -N41.g-- mg—, NA-Nat N15-Nt -'—t.p—K�Ili— Page 6 of 7 RepDrtReferenw:lGernMed24-JUN-1116:32 16 ATTACHMENT B � . ATTACH M ENT B � . . . . . � « « k § § § o. t k ' w ` k ) } . | ) -# OO . 2 | } ■ 9 . � \ | i • L IL k .J // � . I I ! . . cv k � k k | /. 2 V _ ! a $ L ; g so , !i 91 % ¥ 0| 2� § S k Go f § ! ! | kC, ( \ $ $ � ■ EL CL to � z O S ƒ g ! | $. t ■ + CL . ||®2 �a ! ) f ( ` ) 3 ! [ 2 � ma 2!# !| @oeooOO } k } :3 Page Report 8ele_nce,GL-_ated:6¥\,632 � . 3 ATTACHMENT B ' City of Renton Contract Provisions for Rainier Ave S (SR 167) S Grady Way to S 2nd St APPENDIX J ' Electrical Permit Application (Addendum No. 2) Appendix J ' CITY OF RENTON ELECTRICAL Development Services Division 1055 South Grady Way, Renton WA 98057 PERMIT Phone: (425) 430-7200 www.rentonwa.gov APPLICATION ALL REQUIRED ITEMS MUST BE PROVIDED IN ORDER TO PROCESS THIS APPLICATION 1. Property Address: i2. Building Permit#(Required): 3. Boeing Job#(if applicable): 4. Value* of Work to be Performed: ' 5. Type of Work to be Performed: ' 6. Permit Cost** (see schedule below): Residential sing- le-family and du lex new service : Temporary Services: $45.00 Up to 200 AMP service $70.00 ' Over 200 AMP service $80.00 Other: Pools & Hot Tubs $60.00 Residential Service Chan es: Signs $45.00 hange up to 200 AMP $45.00 Mobile Homes $45.00 ' Change over 200 AMP $60.00 Job Trailers $45.00 Any new circuits added to above $15.00 each (to a maximum of$45.00) ' Minimum fee for remodel/addition of new circuits without a service change $45.00 Reinspection Fee $60.00 Multi-Family, Commercial and Industrial based on value of work): 1.00 - 250.00 -$ 45.00 Low Voltage less than $ 250.01 -$ 1,000.00 -$ 45.00 + 3.3% of value* 50 volts shall be 50% $ 1,000.01 -$ 6,000.00 -$ 78.00 + 2.9% of value* of standard fee ' $ 5,000.01 -$ 50,000.00 -$ 223.00 + 1.7% of value* $ 50,000.01 -$ 250,000.00 -$ 1,073.00 + 1.0% of value* Plan Review Fee-when $ 250,000.01 -$1,000,000.00 -$ 3,573.00 + 0.8% of value* required shall be 40% of $ 1,000,000.01 and up -$ 11,573.00 + 0.4% of value* standard fee**. ' **+Additional 3% Technology Surcharge 7. Property Owner: Phone: ' Street Address: City/State: Zip: 8. Tenant Name (if applicable): Suite/Room #: ' 9. Contractor: Phone: Street Address: City/State: Zip: 10. State of Washington Contractor's License# (Required): 11. Contractor's City of Renton Business License# (Required): Applicant Signature: Date: ' H:\CED\Data\Forms-Templates\Self-Help Handouts\Building\ElectApp.doc Rev 11/10 Appendix J Non-metallic sheathed cable shall be allowed only in residential occupancies up to three stories above grade. All new service shall be underground except for existing residential dwellings. Underground ' service will be required on any dwelling moved to a new location. This application does not constitute a permit to work. Work is not to commence until electrical permit is posted on premises where work is to be performed. Certification is hereby rendered that no work is to be done except as described, and that all work shall conform to the applicable codes. Work in public rights-0f-way and/or utility easements is not authorized under this application. GROUNDING ELECTRODE SYSTEM Concrete-Encased Electrode: An electrode encased by at least two (2) inches (20.8 mm) of concrete, located within and near the bottom of a concrete footing that is in direct contact with the earth, consisting of at least 20 feet (6.1 m) of bare copper, sized in accordance with Table 250-66, 2005 NEC, shall be installed in all new residential and commercial construction. ' CONCRETE ENCASED ELECTRODES SHALL BE INSTALLED IN ALL NEW RESIDENTIAL AND COMMERCIAL CONSTRUCTION INSTALLATIONS. ' Alternative Approved Method: , An electrode consisting of 20 ft (6.1m) long, #4 rebar (not less than Y2 inch in diameter meeting the requirements of NEC 250.52)) encased by at least 2 inches (20.8 mm) of concrete, located within and , near the bottom of a concrete footing that is in direct contact with the earth. Sections of reinforcing bar are permitted to be tied together to make up the 20 foot length. Electrode splices shall overlap a minimum of 3 feet and be tied together at a minimum of 6 inches on center. ' The electrode shall be stubbed up vertically a minimum of 1 foot above the top of the foundation wall adjacent to the service location. Service stubs shall be identified with orange fluorescent paint. ' Connection from the vertical section of the electrode to the service ground shall be made with a direct burial clamp to a minimum of a#4 copper conductor and made accessible. The grounding electrode system inspection will be conducted with the footing inspection prior to placement of concrete. r H:\CED\Data\Forms-Templates\Self-Help Handouts\Building\ElectApp.doc Rev 11/10 ' z o p V H h Y tkB W �+ 14 N N N y OJ ✓` ' YY' x cd • , v .ct O > +L+ 00 N � N `' Nay c-I r- N W a Z g M T C U "1 04 /y 0 3 C LI) CU (D L m U 4A. LL N CO 4# C 4� O oo � �� O H ¢G -p 3 Q :. 2 m E- v m Q r C m r Q r = 0 La 4 E o � � E Z 'N 11 _ Ln c .0 V .q v = U O w tJl W Go to 1 Y a v. P S � ►�f V a eT b to V d 4� O Ln m � a town O L. T VI O O 1 Na. � � rr d O T eT O P` e^o0 � O�v r0 f7i N tr0 i a 1�0 O C . E N ," 2 1! O Q J C h U V a o o c CL E Q ey ev ev CL D .a E w Oo •+� / L/�■� N CN � cu O N •� �_ Q ` C. 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