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rr Bidding Requirements, CAG-09-125 City of Renton Forms, Award Date: August 3,2009 Contract Forms, Award To: Pivetta Brothers Construction, Inc. Conditions of the Contract, 1812 Pease Avenue Sumner, WA 98390 Plans and Specifications Award Amount: $1,450,608.98 ar RAINIER AVE S (SR 167) IMPROVEMENTS PROJECT PHASE 1: SHATTUCK AVE S STORMWATER BYPASS Federal Aid Number: ARRA-0167(044) up Volume 1 of 2 General Bid Information: Builders Exchange of Washington,Inc. Submitted to: (425)258-1303 City Contact: Rob Lochmiller,PE City of Renton (425)430-7303 1055 South Grady Way Consultant Contact: Eric Crowe,PE Renton, Washington 98057 r.r (425)974-8073 Appro ed for ons ruction Submitted by: � DMJM HARRIS I AECOM city of Renton a 10900 NE 8TH STREET.SUITE 750 BELLEVUE.WASHINGTON 98W4 PHONE: (425)454-5600 FAX (425)454-0020 t v7 g.. i of en '‘A on RENTON.AHEAD OF THE CUR ' r 1s Public Works Department CITY OF RENTON RENTON, WASHINGTON CONTRACT DOCUMENTS for the Rainier Ave S (SR 167) Improvements Project Phase 1: Shattuck Ave S Stormwater Bypass Federal Aid Number: ARRA-0167(044) ar Project No. CAG-09-125 July 2009 BIDDING REQUIREMENTS CONTRACT FORMS CONDITIONS OF THE CONTRACT SPECIFICATIONS PLANS CITY OF RENTON 1055 South Grady Way Renton, WA 98057 TABLE OF CONTENTS VOLUME I OF II I. CALL FOR BIDS II. INTRODUCTION 1. INSTRUCTIONS TO BIDDERS 2. SUMMARY OF FAIR PRACTICES POLICY, CITY OF RENTON 3. SUMMARY OF AMERICANS WITH DISABILITIES ACT POLICY, CITY OF RENTON 4. SCOPE OF WORK 5. VICINITY MAP III. PROJECT PROPOSAL rr. 1. PROJECT PROPOSAL COVER SHEET 2. BIDDER'S CHECKLIST VIP 3. *PROPOSAL 4. *SCHEDULE OF PRICES 5. *ACKNOWLEDGEMENT OF RECEIPT OF ADDENDA 6. *BID BOND FORM 7. *CERTIFICATION FOR FEDERAL-AID CONTRACTS 8. *CERTIFICATION OF EQUAL EMPLOYMENT OPPORTUNITY REPORT 9. *NON-COLLUSION DECLARATION 10. *NON-COLLUSION AND DEBARMENT AFFIDAVIT 11. *ASSIGNMENT OF ANTITRUST CLAIMS 12. *MINIMUM WAGE AFFIDAVIT FORMS "' 13. *DISADVANTAGED BUSINESS ENTERPRISE UTILIZATION CERTIFICATION 14. *SUBCONTRACTOR LIST FORM "" IV. CONTRACT DOCUMENT FORMS 1. •:•BOND TO THE CITY OF RENTON 2. ❖CONTRACT AGREEMENT (FHWA) 3. •:•CITY OF RENTON INSURANCE INFORMATION(INCLUDING SAMPLE) 4. ❖CITY OF RENTON STANDARD ENDORSEMENT FORM err V. REQUIRED CONTRACT PROVISIONS FOR FEDERAL-AID CONSTRUCTION CONTACTS 1. ❖REQUIRED CONTRACT PROVISIONS FOR FEDERAL-AID CONSTRUCTION (AND AMENDMENT) IMP *Submit with Bid + Submit at Notice of Award err Rainier Ave S(SR 167)Improvements Project Table of Contents Phase 1:Shattuck Ave S Stormwater Bypass ii July 2009 *to WAN TABLE OF CONTENTS moo VOLUME I OF II (continued) wo VI. CONTRACT SPECIFICATIONS 1. AMENDMENTS TO THE STANDARD SPECIFICATIONS 2. SPECIAL PROVISIONS APPENDIX A— PREVAILING HOURLY MINIMUM WAGE RATES APPENDIX B — STANDARD PLANS APPENDIX C — CONTRACTOR REQUIREMENTS FOR WORK ON BNSF RAILWAY COMPANY PROPERTY w" APPENDIX D— SOILS INVESTIGATION APPENDIX E— AMERICAN RECOVERY AND REINVESTMENT ACT (ARRA) "" REPORTING INSTRUCTIONS AND REPORT FORM FHWA-1589 VOLUME II OF II VII. CONTRACT PLANS RAINIER AVE S (SR 167) IMPROVEMENTS PROJECT PHASE 1: SHATTUCK AVE S STORMWATER BYPASS CONTRACT PLANS (For Construction) WIN ar Nei 'a' Rainier Ave S(SR 167)Improvements Project Table of Contents Phase 1:Shattuck Ave S Stormwater Bypass iii July 2009 CITY OF RENTON RENTON, WASHINGTON IMO ADDENDUM NO. 1 to the CONTRACT DOCUMENTS for the Rainier Ave S (SR 167) Improvements Project Phase 1: Shattuck Ave S Stormwater Bypass Federal Aid Number: ARRA-0167(044) Project No. CAG-09-125 Date of Issue: July 15, 2009 r Date of Bid Opening: July 17, 2009 NOTICE TO ALL 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. +m Bidders shall attach this addendum to their copy of the Contract Documents, and shall acknowledge receipt of this Addendum in the form provided and attach it to the Proposal Form. Failure to do so will subject the Bidder to disqualification of his bid. THE CONTRACT DOCUMENTS ARE MODIFIED AS FOLLOWS: PROPOSAL: SW Schedule A of the Schedule of Prices in the Proposal is replaced by the attached document (8 pages): 1. Revised quantities for Bid Items 33, 35, 36, 38, 40, 41, 46 2. Added Bid Item 102, DUCTILE IRON STORM SEWER PIPE 18 IN. DIAM., PER L.F.. 3. Added Bid Item 103, OVERFLOW RISER WITH SHEAR GATE, 18 IN. DIAM., PER EACH. 4. Added Bid Item 104, GRAVEL BORROW INCL. HAUL, PER TON. SPECIAL PROVISIONS: 1. The following is added to Special Provisions Section 2-09.4, Measurement. Rainier Ave S(SR 167)Improvements Project ADDENDUM NO.1 Phase 1:Shattuck Ave S Stormwater Bypass July 15,2009 Page 1 of 5 tow Section 2-09.4 is supplemented with the following. The horizontal limits for measurement of structure excavation for the 48-inch diameter 'w storm drain pipe shall be 8 feet. The lower vertical limits for measurement of structure excavation for pipe, catch basins and manholes shall be the bottom of the excavation as detailed on the Plans, including over-excavation for bedding and quarry spalls. .r 2. The following new section is added to the Special Provisions. ,r■ 7-01.4 Measurement Section 7-01.4 is supplemented with the following. All cleanouts for the underdrain pipe, as shown on the Landscape Grading Plan, are incidental to the bid item "Underdrain Pipe In. Diam.". IMP 3. The following new section is added to the Special Provisions. 7-05.3(7) Overflow Riser with Shear Gate An overflow riser shall be installed in a Type 2 Catch Basin where shown and as detailed " on the Plans. Prior to construction, the contractor shall provide detailed shop drawings for review for the overflow riser, including details for connecting the riser to the existing storm drain, watertight cleanout plate, shear gate, and pipe support. The shear gate vos control rod shall be bent/aligned to be operable from the surface with the manhole cover open. tie 4. The following is added to Special Provision Section 7-05.4, Measurement. r» Overflow Riser with Shear Gate, In. Diam. shall be measured per each. 5. The following is added to Special Provision Section 7-05.5, Payment. "Overflow Riser with Shear Gate, 18 In. Diam.,"per each The unit contract price per each for"Overflow Riser with Shear Gate, 18 In. Diam.," shall be full pay for furnishing and installing the overflow riser as detailed on the Plans, including cleanout plate, pipe supports, and shear gate with control rod. +r. +ter Rainier Ave S(SR 167)Improvements Project ADDENDUM NO. 1 Phase l:Shattuck Ave S Stormwater Bypass July 15,2009 Page 2 of 5 r O 6. Special Provisions Section 7-06.1, Description of Work, last two paragraphs, are deleted and replaced with the following. The Contractor shall not allow the water discharged from the dewatering system well, well points, or supplemental water control systems (e.g. sumps) to degrade the water quality of the receiving waters. The Contractor shall comply with the requirements of the Standard Specifications and Amendments. The Contractor shall pay any fines incurred as a result of violation of surface water regulations. 7. Special Provision Section 7-06.3(4), Discharge Points and Pipes, second sentence, is deleted and replaced with the following. Discharge points to be approved by the Engineer. 8. The following new section is added to the Special Provisions. "r" 7-08°3(5) Utility Crossings Wherever a new storm sewer will cross above or below another existing utility with a clearance of 6 inches or less, polyethylene plastic foam shall be placed between the pipes as a cushion before backfilling. Polyethylene plastic foam shall meet the Federal Specification PPP-C-1752C Type 1, Class 2, (Ethafoam). 9. Special Provisions Section 7-15.3, Construction Requirements, is deleted and replaced with the following. Pipe materials used to extend or replace existing water service lines shall be copper. 10. Special Provisions Section 7-15.3(2), Water Meter Relocation and Service Line Replacement, sequence number 3, is deleted and replaced with the following. 3. The Contractor shall fill and grade the area where the meter will be relocated to the finished grade elevation prior to the relocation of the water service line and meter by the City Water Maintenance Department. The Contractor shall excavate and expose the entire existing water service line from the existing water meter to the existing water main. osi 11. Special Provisions Section 8-20.3(2), Excavation and Backfilling, is deleted. 12. Special Provisions Section 8-20.3(3), Removing and Replacing Improvements, is deleted, 13. Special Provisions Section 8-20.3(5), Conduit, second paragraph, is deleted and replaced tab with the following. Rainier Ave S(SR 167)Improvements Project ADDENDUM NO. I Phase 1:Shattuck Ave S Stormwater Bypass July 15,2009 Page 3 of 5 OW The fiber optic line(s) installation for the Schedule B, conduit pipe 3 in. diam., is not part of this contract. yr 14. Special Provisions Section 8-27.2 Construction Requirements, first paragraph is deleted and replaced with the following. vow The building shall be set-up, at a location approved by the Engineer, within the first 10 working days, unless the Engineer has approved a different schedule. 15. The following is added to Special Provisions Section 9-29.26, Height Detection Warning Sensor. vor Contact information for Westec Instruments, Inc. Paul McDonald P.O. Box 1210 Tualatin, OR 97062 Telephone: 1-503-692-6193 la+ Fax: 1-503-692-7985 E-mail: paul@salestecnw.com APPENDIX A - PREVAILING HOURLY MINIMUM WAGE RATES: All pages labeled with "WA080001 Modification 27, Federal Wage Determination" in Appendix A are replaced by the attached documents: r., WA080001 Modification 29, Federal Wage Determination, effective July 3, 2009 (48 pages) APPENDIX B— STANDARD PLANS: 1. Renton Standard Plan B033 is added to Appendix B. 2. Renton Standard Plan B074 is deleted from Appendix B. ,., 3. Renton Standard Plan 204.50 is added to Appendix B. 4. Renton Standard Plan 401 is added to Appendix B. 4. WSDOT Standard Plan J-40.30-00 (2 sheets) is deleted from Appendix B. 5. WSDOT Standard Plan J-40.10-00 (2 sheets) is added to Appendix B. PLANS: 1. Drawing No. RD01 (Sheet 18 of 48), detail labeled "SECTION", callout for 2" CSBC underneath sidewalk is changed to 2" CTSC. 4110 2. Drawing No. SDO1 (Sheet 32 of 48) is supplemented by the "clouded" items drawn into the attached Drawing No. SD01. los Rainier Ave S(SR 167)Improvements Project ADDENDUM NO. 1 Phase I:Shattuck Ave S Stormwater Bypass July 15,2009 Page 4 of 5 rrr rrr 3. Drawing No. SDO2 (Sheet 33 of 48) is supplemented by the "clouded" items drawn into the "' attached Drawing No. SD02. 4. Drawing No. SDO3 (Sheet 34 of 48) is supplemented by the "clouded" items drawn into the to attached Drawing No. SD03. 5. Drawing No. SDO4 (Sheet 35 of 48) is supplemented by the "clouded" items drawn into the Air attached Drawing No. SD04. 6. Drawing No. SDO5 (Sheet 36 of 48) is supplemented by the "clouded" items drawn into the attached Drawing No. SD05. 7. Drawing No. SDO7 (Sheet 38 of 48) is supplemented by the "clouded" items drawn into the attached Drawing No. SD07. 8. Drawing No. TS01 (Sheet 41 of 48), Construction Note #3 is changed to "Install New Type 1 Junction Box". +rr+ ALL OTHER REQUIREMENTS OF THE CONTRACT DOCUMENTS REMAIN IN EFFECT. CITY OF RENTON Robert M. Hanson, P.E. Transportation Design Supervisor OW +r Rainier Ave S(SR 167)Improvements Project ADDENDUM NO. 1 Phase 1:Shattuck Ave S Stormwater Bypass July 15,2009 Page 5 of 5 CITY OF RENTON "W RENTON, WASHINGTON ADDENDUM NO. 2 to the CONTRACT DOCUMENTS for the Rainier Ave S (SR 167) Improvements Project Phase 1: Shattuck Ave S Stormwater Bypass Federal Aid Number: ARRA-0167(044) Project No. CAG-09-125 +w Date of Issue: July 15, 2009 Date of Bid Opening: July 17, 2009 NOTICE TO ALL 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 form provided and attach it to the Proposal Form. Failure to do so will subject the Bidder to disqualification of his bid. THE CONTRACT DOCUMENTS ARE MODIFIED AS FOLLOWS: SPECIAL PROVISIONS: .�• 1. Special Provisions Section 8-20.5, Payment, second paragraph is deleted and replaced with the following. The lump sum price for "Height Detection Warning System" shall be full payment for the construction of the complete advanced height detection warning system for both height detection structures, as described above, as shown in the Plans and herein specified including furnishing and installing tilt switches, conduit, wiring, LED flashing warning lights, and for making all required tests. All additional material and labor, not shown in the Plans or called for herein and which are required to complete the electrical system so shall be included in the lump sum Contract price. �r. Rainier Ave S(SR 167)Improvements Project ADDENDUM NO.2 Phase 1:Shattuck Ave S Stormwater Bypass July 15,2009 Page 1 of 2 owe 2. Special Provisions Section 8-21.5, Payment is deleted and replaced with the following. Section 8-21.5 is supplemented as follows: wrr (*****) The lump sum Contract price for "Sacrificial Beam" shall be full payment for all costs in connection with furnishing all materials, labor, tools, and equipment necessary for the manufacture, fabrication, transportation, erection, and painting of all steel used in the completion of two sacrificial beams, as shown on the plans, including providing of such other protective coatings or treatment as may be shown in the Plans or specified in the Special Provisions and including but not limited to anchor rods, base plates, stiffeners and .r handholes, The lump sum Contract price for"Height Detection Structure" shall be full payment for all costs in connection with furnishing all materials, labor, tools, and equipment necessary for the manufacture, fabrication, transportation, erection, and painting of all steel used in the completion of two height detection structures, as shown on the plans, including the +■► providing of such other protective coatings or treatment as may be shown in the Plans or specified in the Special Provisions and including but not limited to shafts, excavation for shafts, handholes, base plates, stiffeners, 8" Diam. PVC sch. 80 pipe, bolts, Teflon washers, and steel associated with the swing arm assembly. e* ALL OTHER REQUIREMENTS OF THE CONTRACT DOCUMENTS REMAIN IN EFFECT. CITY OF RENTON .off_ obert M. anson, P.E. Transportation Design Supervisor vw MI Rainier Ave S(SR 167)Improvements Project ADDENDUM NO.2 Phase 1:Shattuck Ave S Stormwater Bypass July 15,2009 Page 2 of 2 wr CITY OF RENTON RENTON, WASHINGTON ADDENDUM NO. 3 to the CONTRACT DOCUMENTS for the Rainier Ave S (SR 167) Improvements Project woo Phase 1: Shattuck Ave S Stormwater Bypass Federal Aid Number: ARRA-0167(044) Project No. CAG-09-125 1111 Date of Issue: July 16, 2009 Date of Bid Opening: July 17, 2009 gni NOTICE TO ALL 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 form provided and attach it to the Proposal Form. ,•• Failure to do so will subject the Bidder to disqualification of his bid. .g. THE CONTRACT DOCUMENTS ARE MODIFIED AS FOLLOWS: PROPOSAL: Schedule A of the Schedule of Prices in the Proposal is replaced by the attached document (8 pages): Olt 1. Added Bid Item 105, RAISED PAVEMENT MARKER TYPE 1, PER HUND. 2. Added Bid Item 106, RAISED PAVEMENT MARKER TYPE 2, PER HUND. VIS APPENDIX B —STANDARD PLANS: 1. Renton Standard Plan 109 is added to Appendix B. 2. Renton Standard Plan 109.1 is added to Appendix B. 410 rr Rainier Ave S(SR 167)Improvements Project ADDENDUM NO.3 Phase 1:Shattuck Ave S Stormwater Bypass July 16,2009 Page 1 of 2 rr PLANS: ow 1. Drawing No. SG01 (Sheet 28 of 48) is modified as follows: 1. Construction Note 3 is modified to say "DOTTED EXTENSION LINE PER WSDOT STANDARD PLAN M-20.10-01." 2. Construction Note 4 is modified to say "DOUBLE (YELLOW) CENTERLINE RAISED PAVEMENT MARKINGS PER RENTON STANDARD PLAN 109." 3. Add Construction Note 8, "ADD SINGLE SKIP YELLOW CENTER LINE FROM SHATTUCK STA. 10+30, 0-FT OFFSET, TO SHATTUCK STA. 14+60, 0-FT OFFSET. ADD SINGLE SKIP YELLOW LINE FROM SHATTUCK STA. 15+10, 0-FT OFFSET, TO SHATTUCK STA. 17+97.00, 0-FT OFFSET. SEE RENTON STANDARD PLANS 109." 2. Drawing No. SGO2 (Sheet 29 of 48) is modified as follows: 1. Construction Note 3 is modified to say "DOTTED EXTENSION LINE PER WSDOT ""` STANDARD PLAN M-20.10-01." 2. Construction Note 4 is modified to say "DOUBLE (YELLOW) CENTERLINE RAISED PAVEMENT MARKINGS PER RENTON STANDARD PLAN 109." to 3. Add Construction Note 8, "ADD SINGLE SKIP YELLOW CENTER LINE FROM SHATTUCK STA. 10+30, 0-FT OFFSET, TO SHATTUCK STA. 14+60, 0-FT OFFSET. ADD SINGLE SKIP YELLOW LINE FROM SHATTUCK STA. 15+10, 0-FT OFFSET, TO SHATTUCK STA. 17+97.00, 0-FT OFFSET. SEE RENTON STANDARD PLANS 109." 3. Drawing No. SGO3 (Sheet 30 of 48) is modified as follows: 1. Construction Note 3 is modified to say "DOTTED EXTENSION LINE PER WSDOT STANDARD PLAN M-20.10-01." i.r 2. Construction Note 4 is modified to say "DOUBLE (YELLOW) CENTERLINE RAISED PAVEMENT MARKINGS PER RENTON STANDARD PLAN 109." 3. Add Construction Note 9, "ADD SINGLE SKIP YELLOW CENTER LINE FROM ... SHATTUCK STA. 10+30, 0-FT OFFSET, TO SHATTUCK STA. 14+60, 0-FT OFFSET. ADD SINGLE SKIP YELLOW LINE FROM SHATTUCK STA. 15+10, 0-FT OFFSET, TO SHATTUCK STA. 17+97.00, 0-FT OFFSET. SEE RENTON STANDARD PLANS 109." ALL OTHER REQUIREMENTS OF THE CONTRACT DOCUMENTS REMAIN IN EFFECT. ..K CITY OF RENTON i obert M. H. sen, P.E. Transportation Design Supervisor vat Rainier Ave S(SR 167)Improvements Project ADDENDUM NO.3 Phase 1:Shattuck Ave S Stormwater Bypass July 16,2009 Page 2 of 2 rr L City of Renton Contract Documents for Rainier Ave S (SR 167)Improvements Project Phase 1: Shattuck Ave S Stormwater Bypass ( I. CALL FOR BIDS ii. L (fir .0 L L L L L CAG-09-1 25 CITY OF RENTON CALL FOR BIDS Rainier Ave S (SR 167) Improvements Project Phase 1: Shattuck Ave S Stormwater Bypass �.. Federal Aid Number: ARRA-0167(044) tor Sealed bids will be received by the City of Renton, at the City Clerk's Office, located on the 7th floor of Renton City Hall, until 3:00 PM on Friday, July 17, 2009. and will then be opened and publicly read in conference room#511, located on the 5`h floor of Renton City Hall. Renton City Hall is located at 1055 South Grady Way, Renton, WA 98057. 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. WWI The right is reserved to reject any and all bids and to waiver informalities in the bidding. Bid documents will be available Wednesday, June 24, 2009. Plans specifications, addenda, and plan holders list for this project are available on-line through Builders Exchange of Washington, Inc., at http://www.bxwa.com. Click on bxwa.corn; Posted Projects; Public Works; City of Renton; Projects Bidding. (Note: Bidders are encouraged to Register as a Bidder, in order to Ars 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. If a bidder has any questions regarding the project,the bidder may either: 1. Submit questions in writing to: Renton City Hall—Transportation Systems tag 1055 South Grady Way Renton,WA 98057 Attn: Rob Lochmiller 2. Submit questions via e-mail to: rloclmiiller(cii,rentonwa.gov Subject: Shattuck 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, ea 42 U.S.C. 2000d to 2000d-4 and Title 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. mit The improvement for which bids will be received is described below: Construct the Rainier Ave S (SR 167) Improvements Project, Phase 1: Shattuck Ave S Stormwater Bypass. Phase 1 consists of installing approximately 1,150 feet of 48-inch diameter storm pipe in Shattuck Ave S from the intersection of S 4th Place,underneath the BNSF Railway, to the intersection of S 7th Street. The work includes but is not limited to: clearing and grubbing, removal of structures and obstructions, roadway excavation, removal of unsuitable materials, grading, paving, sidewalk, curb and gutter, installation of storm sewer structures, relocation of sanitary sewers, relocation of water services, street lighting, installation of traffic safety features, channelization, landscaping and other work necessary to complete the work as specified and as shown in the contract documents. Bonnie I. Walton, City Clerk Published: Daily Journal of Commerce June 24,2009 Daily Journal of Commerce July 1, 2009 Daily Journal of Commerce July 8,2009 PO ii a a it as City of Renton Contract Documents for Rainier Ave S (SR 167)Improvements Project Phase 1: Shattuck Ave S Stormwater Bypass iv. II. INTRODUCTION INSTRUCTIONS TO BIDDERS 1. Sealed bids for this proposal will be received by the City of Renton at the office of the Renton City Clerk, 7th floor, Renton City Hall, until the time and date specified in the Call for Bids. At this time the bids will be publicly opened and read, after which the bids will be considered and the award made as early as practical. No proposal may be changed or withdrawn after the time set for receiving bids. Proposals shall be submitted on the forms attached hereto. is 2. Any omissions, discrepancies or need for interpretation should 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 other representative of the Owner shall, in any way, VI modify the contract documents, whether made before or after letting the contract. 3. The work to be done is shown in the plans and/or specifications. Quantities are understood to be only approximate. Final payment will be based on actual quantities and at the unit price bid. The City reserves the right to add or to eliminate portions of that work as deemed necessary. 4. Bidders shall satisfy themselves as to the local conditions by inspection of the site. 5. The bid price for any item must include the performance of all work necessary for completion of that item as described in the specifications. wr- 6. The bid price shall be stated in terms of the units indicated and as to a total amount. In the event of errors, the unit price bid will govern. Illegible figures will invalidate the bid. 7. The right is reserved to reject any and/or all bids and to waive informalities if it is deemed advantageous to the City to do so. 8. A certified check or satisfactory bid bond made payable without reservation to the Fiscal Services Director of the City of Renton in an amount not less than 5% of the total amount of the bid shall accompany each bid proposal. Checks will be returned to unsuccessful bidders immediately following the decision as to award of contract. The check of the successful bidder will be returned provided he enters into a contract and furnishes a satisfactory performance bond covering the full amount of the work within ten days after receipt of the notice of intention to award contract. Nit Should he fail or refuse to do so the check shall be forfeited to the City of Renton as liquidated damage for such failure. 9. All bids must be self-explanatory. No opportunity will be offered for oral explanation except as the City may request further information on particular points. 10. The bidder shall, upon request, furnish information to the City as to his financial and practical ability to satisfactorily perform the work. rr F Rainier Ave S(SR 167)Improvements Project Instructions to Bidders Phase I: Shattuck Ave S Stormwater Bypass July 2009 ar a 11. Payment for this work will be made in cash warrants. 12. The Contractor shall obtain such construction insurance (e.g. fire and extended coverage, worker's compensation, public liability, and property damage) as indicated on forms attached herein and as a identified within Specification Section 1-07.18. 13. The contractor, prior to the start of construction, shall provide the City of Renton a detailed bar chart construction schedule for the project. 14 Before starting work under this contract, the Contractor is required to supply information to the City of Renton on all chemical hazards the Contractor is bringing onto the work site and potentially exposing the citizens and City of Renton employees to. 15. Payment of retainage shall be done in accordance with Section 1-09.9(1)Retainage. 16. Basis For Approval a The construction contract will be awarded by the City of Renton to the lowest, responsible, responsive bidder. The bidder shall bid on all bid items of all schedules set forth in the bid forms to be considered responsive for award. The total price of all schedules will be used to determine the successful low responsive bidder. Partial bids will not be accepted. The owner reserves the right to award any or all schedules of the bid to meet the needs of the City. The intent is to award to only one bidder. 17. Trench Excavation Safety Systems As required by the Revised Code of Washington (RCW) Chapters 39.04.180, on public works projects in which trench excavation will exceed a depth of four feet, any contract therefore shall require adequate safety systems for the trench excavation that meet the requirements of the Washington Industrial Safety and Health Act, Chapter 49.17 RCW. These requirements shall be included in the Bid Schedule as a separate item. The costs of trench safety systems shall not be considered as incidental to any other contract item and any attempt to include the trench safety systems as an incidental cost is prohibited. 18. Payment of Prevailing Wages In accordance with RCW 39.12 and 49.28 as amended or supplemented herein, there shall be paid to all laborers, workmen or mechanics employed on this contract the prevailing rate of wage for an hour's work in the same trade or occupation in the area of work regardless of any contractual relationship which may exist, or be alleged to exist, between the Contractor and any laborers, workmen, mechanics or subconsultants. i iit Rainier Ave S(SR 167)Improvements Project Instructions to Bidders Phase 1: Shattuck Ave S Stormwater Bypass July 2009 rr The most recent issue of the prevailing wage rates are included within these specifications under the section titled Prevailing Minimum Hourly Wage Rates. The Contractor is responsible for obtaining updated issues of the prevailing wage rate forms as they become available during the Orr duration of the contract. The wage rates shall be included as part of any subcontracts the Contractor may enter in to for work on this project. 19. Employment of Resident Employees so The Contractor and subcontractors shall employ Washington State residents in accordance with the requirements of RCW 39.16. rr 20. Pollution Control Requirements ®�. Work under this contract shall meet all local, State and Federal requirements for the prevention of environmental pollution and the preservation of public natural resources. The Contractor shall conduct the work in accordance with all applicable pollution control laws. The Contractor shall verb comply with and be liable for all penalties, damages, and violations under Chapter 90.48 RCW, in performance of the work. The Contractor shall also comply with Article 4 in the Puget Sound Air Pollution Control Agency Regulation III regarding removal and encapsulation of asbestos materials. ..r 21. Standard Specifications All work under this contract shall be performed in accordance with the following standard specifications except as may be exempted or modified by the City of Renton Supplemental Specifications, Special Provisions, or other sections of these contract documents. These standard specifications are hereby made a part of this contract and shall control and guide all activities within this project whether referred to directly,paragraph by paragraph, or not. WSDOT/APWA 2008 Standard Specifications for Road, Bridge and Municipal Construction and Division I APWA Supplement are hereinafter referred to by the abbreviated title "Standard Specifications." A. Any reference to State, State of Washington,Department of Transportation, WSDOT, or any combination thereof in the WSDOT/APWA standards shall be modified to read City of Renton unless specifically referring to a Standard Specification or test method. B. All references to measurement and payment in the WSDOT/APWA standards shall be detected and the measurement and payment provisions of Section 1-09.14,Measurement ""r and Payment(added herein) shall govern. 22. If a soils investigation has been completed, a copy may be included as an appendix to this +� document. If one has not been provided for this project by the City or Engineer, the bidders shall familiarize themselves adequately with the project site and existing subsurface condition as needed to submit their bid. Upon approval of the City, the bidder may make such subsurface explorations and investigations as they see fit, at bidder's expense. The bidder shall be responsible for protection of all existing facilities, utilities and other buried or surface improvements and shall restore the site to the satisfaction of the City. .rr Rainier Ave S(SR 167)Improvements Project Instructions to Bidders Phase 1: Shattuck Ave S Stormwater Bypass July 2009 r aa 23. Checklist ❑ It is the responsibility of each bidder to ascertain if all the documents listed on the attached index are included in their copy of the bid specifications. If documents are missing, it is the sole responsibility of the bidder to contact the City of Renton to obtain the missing documents sit prior to bid opening time. ❑ Have you submitted, as part of your bid, all documents marked in the index as "Submit With Bid"? ❑ Has a bid bond or certified check been enclosed? ❑ Is the amount of the bid guaranty at least 5% of the total amount bid,including sales tax? ❑ Has the proposal been signed? ❑ Have you bid on ALL ITEMS and ALL SCHEDULES? jwp ❑ Have you submitted the Subcontractors List(if required)? ❑ Have you reviewed the Prevailing Wage Requirements? ❑ Have you certified receipt of addenda, if any? a a a a a a Rainier Ave S(SR 167)Improvements Project Instructions to Bidders Phase 1: Shattuck Ave S Stonnwater Bypass July 2009 a rn, CITY OF RENTON SUMMARY OF FAIR PRACTICES POLICY ADOPTED BY RESOLUTION NO. 3229 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 race, color, national origin, ethnic background, gender, marital status, religion, age or disability, when the City of Renton can reasonably accommodate the disability, of employees and applicants for employment and fair, non-discriminatory IIt 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 arr equal opportunity in employment. (3) AFFIRMATIVE ACTION PLAN - The City of Renton Affirmative Action Plan and Equal Employment Program will be maintained and administered to facilitate equitable representation Mr, with the City work force and to assure equal employment opportunity to all. It shall be the responsibility of elected officials, the Mayor, the Affirmative Action Officer, department administrators, managers, supervisors,Contract Compliance Officers and all employees to carry out the policies, guidelines and corrective measures set forth in the Affirmative Action Plan and Equal r Employment Program. (4) 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 in the City's Affirmative Action Plan and Equal Employment Program. rr� Copies of this policy 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 7thday of October, 1996. CITY OF RENTON: RENTON CITY COUNCIL: ea Aayor Council President artr Attest: City Cler! V mow dill Rainier Ave S(SR 167)Improvements Project Summary of Fair Practices Policy Phase 1:Shattuck Ave S Stormwater Bypass July 2009 err CITY OF RENTON SUMMARY OF AMERICANS WITHDISABILITIES ACTPOLICY ADOPTED BYRESOLUTIONNO. 3007 The policy of the City of Renton is to promote and mord equal treatment and service to all citizens and to assure eme employment opportunity to persons with disabilities, when the City of Renton can reasonably accommodate the disability. This policy shall be based on the principles of equal employment opportunity, the Americans With Disabilities Act and other applicable guidelines as set forth in federal,state and local laws. All departments of the City of Renton shall adhere to the following guidelines: (1) EMPLOYMENT PRACTICES - All activities relating to employment such as recruitment, selection,promotion,termination and training hail be conducted in a non- discriminatory manner. Personnel decisions will be based on individual performance, staffing requirements,and in accordance with the Americans With Disabilities Act and other applicable laws and regulations. (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 for persons with disabilities in employment and receipt of City services,activities and programs. (3) AMERICANS WITH DISABILITIES ACT POLICY-The City of Renton Americans With Disabilities Act Policy will be maintained to facilitate equitable representation within the City work force and to assure equal employment opportunity and equal access to City services, activities and programs to all people with disabilities. It shall be the responsibility and the duty of all City officials and employees to carry out the r.r policies and guidelines as set forth in this policy (4) CONTRACTORS' OBLIGATION - Contractors, subcontractors, consultants and suppliers conducting business with the City of Renton shall abide by the requirements i.. of the Americans With Disabilities Act and promote access to services, activities and programs for people with disabilities. Copies of this policy 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 4th day of October 1993. C •'<. RENTON RENTON CITY COUNCIL: A. ' — . .4i i.411 am— Mayor . ouncil President ar Attest: - IPA "" City Clerk ldOr wr Rainier Ave S(SR 167)Improvements Project Summary of American Disabilities Act Policy Phase I: Shattuck Ave S Stormwater Bypass July 2009 101 rr CITY OF RENTON Rainier Ave S (SR 167)Improvements Project Phase 1: Shattuck Ave S Stormwater Bypass SCOPE OF WORK The work involved under the terms of this contract document shall be full and complete installation of the facilities, as shown on the plans and as described in the construction specifications, to include but not be limited to: "N Furnishing of materials, equipment, tools, labor, and other work or items incidental thereto (except any materials, equipment, utilities, or service, if any, specified herein to be furnished by Owner or others), and performing all work as required by the contract in accordance with the contract documents, all of which are made a part hereof. Construct the Rainier Ave S (SR 167) Improvements Project, Phase 1: Shattuck Ave S Stormwater Bypass. Phase 1 consists of installing approximately 1,150 feet of 48-inch diameter storm pipe in Shattuck Ave S from the intersection of S 4th Place, underneath the BNSF Railway, to the intersection of S 7th Street. The work includes but is not 401 limited to: clearing and grubbing, removal of structures and obstructions, roadway excavation, removal of unsuitable materials, grading, paving, sidewalk, curb and gutter, installation of storm sewer structures, relocation of sanitary sewers, relocation of water .. services, street lighting, installation of traffic safety features, channelization, landscaping, and other work necessary to complete the work as specified and as shown in the contract documents. Any contractor connected with this project shall comply with all Federal, State, County, and City codes and regulations applicable to such work and perform the work in accordance with the plans and specifications of this contract document. A total of 80 working days will be allowed for the completion of this project. IS ,err .o. Rainier Ave S(SR 167)Improvements Project Scope of Work Phase 1: Shattuck Ave S Stormwater Bypass July 2009 NO II` CITY OF RENTON Rainier Ave S (SR 167) Improvements Project we Phase 1: Shattuck Ave S Stormwater Bypass io VICINITY MAP IN � � / '_`---,,J! j{ 5 3r__ ' E���' �a f ill i i t { '! _ 1J 1 ���y r/ ! E -z--3-',,,,,, �-'y , ti,a 2-1.-- ---..--A �-- .- x pi j i — Ns ✓J/ 7( ,•lk), -';'-----11 .5 --• 1r hi l'ils,).- "1 I EI a 3 Y1, L.. I ii- ..•-,, rf — N ..--\ice �`rt'�Ai - _— \ i 1 p II i it 1 ,li — r j I ) ,,...„1, j ai ,, r 1 r , 1 _k 1 J Vit L?..I ..:� en ! J I " if FF _..,'( 6 / I 'IL L j 1 1" '— ow \1 Jf y T_ t 111 ijf I Ln // 1 II -•17. JI Slid 71'� 3t �`._.✓ �� I ':.l.l 1_...i L I IL, � � �I I �j �r�:�� I/ .-_,1 1 —[.::?.. ••• ---- •',\°\S 71h. Si \ '-',;,',,',....,,K...),/`;.,_,,::;CS\ i i �tiCl i tt 3 i zvl VP1-s�- S'S ctca� , . N 161 tII NI M. -� _ PROJECTSITE � jI s 71-'- d,/ r-- 1 i 1.-.-_,—;;'-2 ti ...d ... 4 1i ,...• 1 ,I 1 / t{ h ' t, „:„:,1 , ti, i -‘, .11 i( (.,, _ li- " � , i J.. i' �_r, i I { far 7 ) �1 J 1 - , , 'I, it J1 IN �)i 1 r I,1 ��} ��_�� ` 1 `� i,yi`[ �li` r, Nit/,tli X14 o t f I V y �� �\ ( �I ,' alt �, t to" f", if -.. .,i. tio 4t'. �I \\ _gilt' , 4 /.- ::/,at \\‘ '. � , .` �� = 1 u i[{l `I.. t�l , �'j[—S '81°...�� ) k .a i`y\\ `�''�� _i 'I 7 ri i[�`�.:' / OW fa kill 1111 IN Rainier Ave S(SR 167)Improvements Project Vicinity Map Phase 1: Shattuck Ave S Stormwater Bypass July 2009 MI r. irr me City of Renton Contract Documents for Rainier Ave S (SR 167) Improvements Project Phase I: Shattuck Ave S Stormwater Bypass MO III. PROJECT PROPOSAL Project: Rainier Ave S (SR 167) Improvements Project Phase 1: Shattuck Ave S Stormwater Bypass go Project No. CAG-09-125 Company: Pivetta Brothers Construction, Inc. Address: 1812 Pease Avenue .r Sumner WA 98390 Phone No: 253-862-7890 Fax No: 253-470-5008 Bid Amount: $ \1450,1o0S .c18- rr err em rr ,r„'age 17 III. Project Proposal PrnviriPri to Ruilders Fxehanne of WA Inc For tisane Conditions Aoreement see www.bxwa.com-Always Verify Scale rr BIDDER'S CHECKLIST � V 1• PROJECT PROPOSAL COVER SHEET 2. BIDDER'S CHECKLIST 3. \/ PROPOSAL FORM 4. SCHEDULE OF PRICES 5. ✓ ACKNOWLEDGEMENT OF RECEIPT OF ADDENDA 6. v BID BOND FORM .r 7. / CERTIFICATION FOR FEDERAL-AID CONTRACTS 8. V CERTIFICATION OF EQUAL Q L EMPLOYMENT OPPORTUNITY REPORT rrr 9. NON-COLLUSION DECLARATION 10. V NON-COLLUSION AND DEBARMENT AFFIDAVIT I. 1 1. �/ ASSIGNMENT OF ANTITRUST CLAIMS 12. MINIMUM WAGE AFFIDAVIT FORM 13. DISADVANTAGED BUSINESS ENTERPRISE UTILIZATION •r CERTIFICATION 14. SUBCONTRACTOR LIST FORM tr. The above documents must be executed by the Contractor's President, Vice-President, and Secretary if corporation by-laws permit. All pages must be signed. In the event another person aro has been duly authorized to execute contracts, a copy of the corporation minutes establishing this authority must be attached to the bid document. 41110 err Rainier Ave S(SR 167)lmprovrments Project Bidder's Checklist Phase I: Shattuck Ave S Sturrnw•ater Bypass July 2((09 ,,,r age 18 Bidder's Checklist Provided to Builders Exchange of WA, Inc. For usage Conditions Agreement see www.bxwa.com-Always Verify Scale err CITY OF RENTON Rainier Ave S (SR 167)Improvements Project Phase 1: Shattuck Ave S Stormwater Bypass Federal Aid Number: ARRA-0167(044) rrr PROPOSAL TO THE CITY OF RENTON ow RENTON, WASHINGTON Ladies and/or Gentlemen: err The undersigned hereby certify that the bidder has examined the site of the proposed work and has read and thoroughly understands the plans, specifications, and contract governing the work embraced in this improvement, and the method by which payment will be made for said work, and hereby propose to undertake and complete the work embraced in this improvement,or as much thereof as can be completed with the money available, in accordance with the said plans, specifications and contract, and the following schedule of rates and prices. err (Note: Unit prices for all items,all extensions, and total amount of bid shall be shown. Show unit prices in figures only.) Printed Name: 'vetta Bro cis' •r truction. Inc. r fSignature: v Address: 1812 Pease Avenue NO Sumner WA 98390 Names of Members of Partnership: wr Or Name of President of Corporation Mark Pivetta Name of Secretary of Corporation Mark Pivetta Corporation Organized under the laws of Washington with main office in State of Washington at 1812 Pease Ave Suter WA 98390 Rainier Ave S(SR 167)Improvetncnts Project Proposal Phase 1: Shattuck Ave S Stnrmwatcr Bypass July 2009 ,Wage 19 Proposal Provided to Builders Exchange of WA, Inc. For usage Conditions Agreement see www.bxwa.com-Always Verify Scale lip op SCHEDULE OF PRICES IMP UNIT PRICES FOR ALL ITEMS,ALL EXTENSIONS AND TOTAL AMOUNT OF BID SHALL BE SHOWN. ALL ENTRIES SHALL BE WRITTEN IN INK OR TYPED TO VALIDATE BID. (NOTE:SHOW PRICE PER WIT IN FIGURES ONLY.FIGURES WRITTEN TO THE RIGHT OF THE DOT(DECIMAL)IN THE PRICE PER UNIT COLUMN SHALL BE INTERPRETED AS CENTS) Mr ITEM SPEC. TOTAL PRICE PER TOTAL AMOUNT NO. ITEM NO. UNIT UNIT QUANTITY (DOLLARS) DOLLARS ea SCHEDULE A 1 MINOR CHANGE 1-04 CALC 1 $ 5,000.00 $ 5,000.00 ■r 2 CONTRACTOR SUPPLIED SURVEYING 1-05 L.S. 1 C\,Wo.o0 ,aoo.c0 a. 3 SPCC PLAN 1-07 L.S. 1 45p.00 (4.5c.co me 4 ARCHAEOLOGICAL AND HISTORICAL 1-07 EST. 1 $ 25,000.00 $ 25,000.00 SALVAGE PEDESTRIAN CONTROL AND ' �� ` r 5 PROTECTION 1-07 L.S. 1 ,ODD CG 6 HIGH VISIBILITY FENCE 1-08 L.F. 87 LO.00 522 to 7 MOBILIZATION 1-09 L.S. 1 l01PO0,00 \ptI000.°0 as PROJECT TEMPORARY TRAFFIC 8 CONTROL 1-10 L.S. 1 i2.6 00 (2,5GO.00 +rr 9 UTILITY POTHOLING 1-17 EST. 1 $ 25,000.00 $ 25,000.00 .rt 10 RESOLUTION OF UTILITY CONFLICTS 1-17 EST. 1 $ 50,000.00 $ 50,000.00 11 CLEARING AND GRUBBING 2-01 ACRE 0.03 3a).pp 11) c) U, 12 ROADSIDE CLEANUP 2-01 EST. 1 $ 10,000.00 $ 10,000.00 us 13 REMOVAL OF STRUCTURES AND 2-02 L.S. 1 OBSTRUCTION 1500,00 'LS,000.00 U, 14 REMOVING CEMENT CONC. SIDEWALK 2-02 . S.Y. 328 3,co 9.'34.OD ow go Rainier Ave S(SR 167)Improvements Project Schedule of Prices,Addendum No.3 Phase 1:Shattuck Ave S Stormwater Bypass Page 1 of 8 July 2009 "rage 3 Schedule of Prices - _ • I I .. f1 _I_._.._ �...l go +r SCHEDULE OF PRICES ▪ ' UNIT PRICES FOR ALL ITEMS,ALL EXTENSIONS AND TOTAL AMOUNT OF BID SHALL BE SHOWN. ALL ENTRIES SHALL BE WRITTEN IN INK OR TYPED TO VALIDATE BID. (NOTE:SHOW PRICE PER UNT IN FIGURES ONLY.FIGURES WRITTEN TO THE RIGHT OF THE DOT(DECIMAL)IN THE PRICE PER UNIT COLUMN SHALL BE INTERPRETED AS CENTS) rrr ITEM SPEC. TOTAL PRICE PER TOTAL AMOUNT NO. ITEM NO. UNIT QUANTITY UNIT (DOLLARS) DOLLARS .r SCHEDULE A REMOVING 15 PAVEMENT ASPHALT CONC. 2-02 S.Y. 2,869 J co \14i 3 O(3 iro REMOVING CEMENT CONC. CURB AND 16 2-02 L.F. 450 5 C�t 00 GUTTER 2 .Z for 17 ABANDON AND FILL STORM DRAIN 2-02 L.F. 480 PIPE tt.00 5, 2no.00 u' 18 REMOVING CHAIN LINK FENCE 2-02 L.F. 60 Itr).01 Geo.oO 19 SAWCUTTING 2-02 L.F. 2,830 ©C 5 Iocco.00 20 ROADWAY EXCAVATION INCL. HAUL 2-03 C.Y. 1,024 l({ DC 14, 31) 21 ABANDONMENT OF MONITORING 2-05 EACH 3 WELLS 1,510.0a 4,Sob.OG rio 22 STRUCTURE EXCAVATION CLASS A 2-09 C.Y. 113 INCL. HAUL 14.ob t,632.OG .in 23 SHORING OR EXTRA EXCAVATION CL. 2-09 L.S. 1 A 1,100.00 1, I©o.00 .• 24 STRUCTURE EXCAVATION CLASS B 2-09 C.Y. 4,977 INCL. HAUL 1y-00 loci,VI g•00 25 SHORING OR EXTRA EXCAVATION 2-09 S.F. 19,246 2 6I CLASS B 5 y t X11 .50 26 CONSTRUCTION GEOTEXTILE FOR 2-12 S.Y. 4,563 SEPARATION �-.DO t�t2�2.Co as 27 CRUSHED SURFACING TOP COURSE 4-04 TON 949 tl.0( \'c,133.0 MO 28 PLANING BITUMINOUS PAVEMENT 5-04 S.Y. 1,560 J.J 0 5, L}to0.(O UP °I Rainier Ave S(SR 167)Improvements Project Schedule of Prices,Addendum No.3 Phase I:Shattuck Ave S Stormwater Bypass Page 2 of 8 July 2009 'rage 4 wl 02, SCHEDULE OF PRICES No UNIT PRICES FOR ALL ITEMS,ALL EXTENSIONS AND TOTAL AMOUNT OF BID SHALL BE SHOWN. ALL ENTRIES SHALL BE WRITTEN IN INK OR TYPED TO VALIDATE BID. (NOTE:SHOW PRICE PER UNIT IN FIGURES ONLY.FIGURES WRITTEN TO THE RIGHT OF THE DOT(DECIMAL)IN THE PRICE PER UNIT COLUMN SHALL BE INTERPRETED AS CENTS) tow ITEM SPEC. TOTAL PRICE PER TOTAL AMOUNT NO. ITEM NO UNIT QUANTITY UNIT (DOLLARS) DOLLARS +r. SCHEDULE A 29 HMA CL. 1/2 IN. PG 64-22 5-04 TON 2,182 18.00 I 1 D,\cIIC.OD e• 30 CEMENT CONC. PAVEMENT- 5-05 C.Y. 18 INCLUDING DOWELS 4-DO.00 11....Q),pO .w 31 CONC.CLASS 4000 FOR FOUNDATION 6-02 C.Y. 95 2ib 00 ' }(Cv2p.Co -, 32 ST. REINF. BAR FOR FOUNDATION 6-02 LB. 9,322 2,60 IS( 4''4-.6p .r 33 UNDERDRAIN PIPE 6 IN.DIAM. 7-01 L.F. 220 00 k,1Loo.oO 34 TESTING STORM SEWER PIPE 7-04 L.F. 1,686 2as 3 ' 11 oI) rr 35 CORRUGATED POLYETHYLENE STORM 7-04 L.F. 432 2lc.�G SEWER PIPE 12 IN. DIAM. 11,132.t`A ®r 36 CORRUGATED POLYETHYLENE STORM 7-04 L.F. 39 SEWER PIPE 18 IN. DIAM. 3(C'.00 I',-t bq.00 IMP 37 CORRUGATED POLYETHYLENE STORM 7-04 L.F. 1,139 ii SEWER PIPE 48 IN. DIAM. 1 IGO.0O fgZ,�4O•M +r 38 DUCTILE IRON STORM SEWER PIPE 12 7-04 L.F. 81 IN. DIAM. —IS.D(, k6 31S,co 39 CONCRETE INLET 7-05 EACH 4 et .3.Uo 3,s C.3. , OOP 40 CATCH BASIN TYPE 1 7-05 EACH 9 So to S,65o.DD est 41 CATCH BASIN TYPE 2 48 IN. DIAM. 7-05 EACH 3 2 o.oo 1,;c•co 42 CATCH BASIN TYPE 2 72 IN. DIAM. 7-05 EACH 1 ylCOO.CC y 'COO 00 as see Rainier Ave S(SR 167)Improvements Project Schedule of Prices,Addendum No.3 Phase 1:Shattuck Ave S Stormwater Bypass Page 3 of 8 July 2009 • 'gage 5 . . _ .. . _ _.... _ -• �. ., ,., ,. , .,F„ New SCHEDULE OF PRICES um UNIT PRICES FOR ALL ITEMS,ALL EXTENSIONS AND TOTAL AMOUNT OF BID SHALL BE SHOWN. ALL ENTRIES SHALL BE WRITTEN IN INK OR TYPED TO VALIDATE BID. (NOTE:SHOW PRICE PER UNIT IN FIGURES ONLY.FIGURES WRITTEN TO THE RIGHT OF THE DOT(DECIMAL)IN THE PRICE PER UNIT COLUMN SHALL BE INTERPRETED AS CENTS) MP ITEM SPEC. TOTAL PRICE PER TOTAL AMOUNT NO. ITEM NO UNIT QUANTITY UNIT (DOLLARS) DOLLARS ea SCHEDULE A 43 CATCH BASIN TYPE 2 84 IN. DIAM. 7-05 'EACH 7 CO- (03 coo Cis ar 44 CATCH BASIN TYPE 2 84 IN. DIAM. WITH 7-05 EACH 2 CASING {Z\pip ZylWp 60 ar 45 ABANDON EXISTING MANHOLE 7-05 EACH 2 4152_ C6 92.44 pc, so 46 CONNECTION TO DRAINAGE 7-05 EACH 6 520.E 3, {2_0STRUCTURE 47 CONNECTION TO EXISTING MANHOLE 7-05 EACH 2 5 2o.4p L 0-k O.40 ow 48 CONNECT STRUCTURE TO EXISTING 7-05 EACH 9 455 OD 4-, per5.CO PIPE ow 49 ADJUST MANHOLE 7-05 EACH 7 4{6/.00 � 23q-.co ow 50 MANHOLE 48 IN. DIAM.TYPE SANITARY 7-05 EACH 3 73 25D 04 q,'-15b.o0 "r' SANITARY MANHOLE EXTRA SHALLOW 1 c1 •QO { � `C� 51 7-05 EACH 1 TYPE C t ear 52 ADJUST CATCH BASIN 7-05 EACH 1 y75Ob 4-16.0o 53 LOCKING SOLID METAL COVER AND 7-05 EACH 1215 op 215.60 w FRAME FOR CATCH BASIN 54 ADJUST VALVE BOX 7-05 EACH 8 2c50 40 2,ow 06 me P 55 DEWATERING 7-06 L.S. _ 1 ,9M `311;50©©O tar 56 BANK RUN GRAVEL FOR TRENCH 7-09 C.Y. 1,5Q© 11 BACKFILL OO 25;5C0.0o ex to Rainier Ave S(SR 167)Improvements Project Schedule of Prices,Addendum No.3 Phase 1:Shattuck Ave S Stormwater Bypass Page 4 of 8 July 2009 rage6 • t � _ . . . . _ .. . ._ . ..... . ...._ nl.....,...\/...{F,.C....1.. are r SCHEDULE OF PRICES r UNIT PRICES FOR ALL ITEMS,ALL EXTENSIONS AND TOTAL AMOUNT OF BID SHALL BE SHOWN. ALL ENTRIES SHALL BE WRITTEN IN INK OR TYPED TO VALIDATE BID. (NOTE:SHOW PRICE PER UNIT IN FIGURES ONLY.FIGURES WRITTEN TO THE RIGHT OF THE DOT(DECIMAL)IN THE PRICE PER UNIT COLUMN SHALL BE INTERPRETED AS CENTS) ITEM SPEC. TOTAL PRICE PER TOTAL AMOUNT NO. ITEM UNIT UNIT NO. QUANTITY (DOLLARS) DOLLARS „o SCHEDULE A 57 HYDRANT ASSEMBLY 7-14 EACH 1 q194'°0 4, t c Lt 0o r 58 WATER SERVICE AND CONNECTION TO 7-15 EACH 12 EXISTING MAIN 353.Ob 4,59b.00 err 59 TELEVISION INSPECTION 7-17 L.S. 1 ,0'3 500.GG IP 60 TEMPORARY BYPASS PUMPING 7-17 L.S. 1 2 ,C Z c3CO10 61 PVC SANITARY SEWER PIPE 8 IN. DIAM. 7-17 L.F. 173 i 6 cC ( Z1c1-17.. DD err 62 ESC LEAD 8-01 DAY 80 150.00 121 CGC Ca err 63 PERMANENT EROSION CONTROL 8-01 S.Y. 267 BLANKET 8.op 2, 13(0.DC ow 64 INLET PROTECTION 8-01 EACH 21 145.06 9`i 5*.CC qtr 65 EROSION/WATER POLLUTION 8-01 EST. 1 $ 25,000.00 $ 25,000.00 CONTROL um 66 BARK OR WOOD CHIP MULCH 8-02 C.Y. 72 CC (coo Cb 67 TOPSOIL TYPE A 8-02 C.Y. 144 tiC.00 5,11c0.1:n r 68 PSIPE-ROSA RUGOSA"FRU DAGMAR 8_02 EACH 502 HATSUP" B.00 Lk-rbkko.uo r 69 PSIPE-MAHONIA NEROSA 8-02 EACH 590 lq.pC 11,2_10.06 rw 70 PSIPE-SESLARIA AUTUMNALIS 8-02 EACH 370 b.00 2,qcoo.00 to No Rainier Ave S(SR 167)Improvements Project Schedule of Prices,Addendum No.3 Phase 1:Shattuck Ave S Stormwater Bypass Page 5 of 8 July 2009 «i5ge 7 11 ' 1 _i it .,._I---- r-..-`---- - -- '--- -- ^---J... "--------a..,.,. i........ ,.....,, n,....,... ,....,, c,..,i„ air in SCHEDULE OF PRICES r UNIT PRICES FOR ALL ITEMS,ALL EXTENSIONS AND TOTAL AMOUNT OF BID SHALL BE SHOWN. ALL ENTRIES SHALL BE WRITTEN IN INK OR TYPED TO VALIDATE BID. (NOTE:SHOW PRICE PER UNIT IN FIGURES ONLY.FIGURES WRITTEN TO THE RIGHT OF THE DOT(DECIMAL)IN THE PRICE PER UNIT COLUMN SHALL BE INTERPRETED AS CENTS) as ITEM SPEC. TOTAL PRICE PER TOTAL AMOUNT NO. ITEM NO UNIT QUANTITY UNIT (DOLLARS) DOLLARS 4111 SCHEDULE A CEMENT CONC.TRAFFIC CURB AND , �� 1� 71 GUTTER 8-04 L.F. 1,206 t/CI tD 00 r 72 CEMENT CONC.PEDESTRIAN CURB 8-04 L.F. 16 1 00 2_5 to 00 ar 73 TYPE A PRECAST TRAFFIC CURB 8-04 L.F. 54 1S.bo c 12-GO ow 74 CEMENT CONC. DRIVEWAY ENTRANCE 8-06 S.Y. 88 TYPE A 42.00 3,CAlL.CZ) 75 CEMENT CONC. DRIVEWAY ENTRANCE 8-06 S.Y. 42 ow TYPE B 4i.CO 111(.6'4.CO 76 CEMENT CONC. DRIVEWAY ENTRANCE 8-06 S.Y. 235 TYPE C q.)-,Ob. 9.310•o rw 77 CHAIN LINK FENCE TYPE 6 8-12 L.F. 31 2Li 00 14-q CO .r 78 END,GATE, CORNER,AND PULL POST 8-12 EACH 4 FOR CHAIN LINK FENCE 21D•U6 S't0.00 ow 79 MONUMENT CASE AND COVER 8-13 EACH 3 °10,00 'Li O.Oco ,,,,,,I 80 ADJUST MONUMENT CASE AND COVER 8-13 EACH 2 2-15.00 55O.0a 81 CEMENT CONC. SIDEWALK 8-14 S.Y. 466 30,Op 1'3,GIS O.Na, rr 82 C3EMENT CONC.SIDEWALK RAMP TYPE 8-14 EACH 3 S IS.m 1,"134.cc ow 83 CAEMENT CONC.SIDEWALK RAMP TYPE 8-14 EACH 4 51 .00 1., 3n .bo r` 84 CEMENT CONC.SIDEWALK RAMP TYPE 8-14 EACH 3 ow Me Rainier Ave S(SR 167)Improvements Project Schedule of Prices,Addendum No.3 Phase 1:Shattuck Ave S Stormwater Bypass Page 6 of 8 July 2009 + gage 8 r__ ..--- - ^--.1.a.--- ^---.......,-.4...... L....... .....« AL........,,.._:[„0...... ISI. am SCHEDULE OF PRICES .r UNIT PRICES FOR ALL ITEMS, ALL EXTENSIONS AND TOTAL AMOUNT OF BID SHALL BE SHOWN. ALL ENTRIES SHALL BE WRITTEN IN INK OR TYPED TO VALIDATE BID. (NOTE:SHOW PRICE PER UNIT IN FIGURES ONLY.FIGURES WRITTEN TO THE RIGHT OF THE DOT(DECIMAL)IN THE PRICE PER UNIT COLUMN SHALL BE INTERPRETED AS CENTS) a. PRICE PER ITEM SPEC. TOTAL TOTAL AMOUNT NO. ITEM NO. UNIT QUANTITY UNIT (DOLLARS) DOLLARS SCHEDULE A am 85 QUARRY SPALLS 8-15 TON 865 'z 50 2,(b2 6O r 86 CONC.SLOPE PROTECTION WITH 8-16 S.Y. 89 EMBEDDED ROCK 1 J. IP,to-S.CO w 87 ILLUMINATION SYSTEM 8-20 L.S. 1 16,160a l5,1c .cc, tie 88 SERVICE CABINET 8-20 EACH 1 2a,w 5,2a).OO 89 HEIGHT DETECTION WARNING SYSTEM' 8-20 L.S. 1 31,3co.co 31,Yeo•OD �. 90 RELOCATING EXISTING LUMINAIRE 8-20 EACH 1 (Sp,r 3, 150. 00 r 91 SACRIFICIAL BEAM 8-21 L.S. 1V1. 00.0 VI,3ObOc) or 92 HEIGHT DETECTION STRUCTURE 8-21 L.S. 1 4DP613Q0 530QO 'la' 93 PERMANENT SIGNING 8-21 L.S. 1 1 CO 1,Sco Go, 94 OBSTRUCTIONS REMOVING SIGN STRUCTURE SHAFT 8-21 EST. 1 $ 10,000.00 $ 10,000.00 MD 95 PAINT LINE 8-22 L.F. 458 ' ,CD 458.pII ✓ 96 PLASTIC CROSSWALK LINE 8-22 S.F. 154 00 c24 06 so 97 PLASTIC STOP LINE 8-22 L.F. 116 V),00 (C•CO yr 98 ROCK FOR ROCK WALL 8-24 TON 6 I©p 06 leer co wit U. Rainier Ave S(SR 167)Improvements Project Schedule of Prices,Addendum No.3 Phase 1:Shattuck Ave S Stormwater Bypass Page 7 of 8 July 2009 • sage n__...�_ ._ n...i. "' r.._..__"_ _ .n.n I_.., r....,....,... / .....J.a....... A..............{..........n.r F..n.... ........ AI.,,..,.. \/..,4f..Cn-.I., rr SCHEDULE OF PRICES UNIT PRICES FOR ALL ITEMS,ALL EXTENSIONS AND TOTAL AMOUNT OF BID SHALL BE SHOWN. ALL ENTRIES SHALL BE WRITTEN IN INK OR TYPED TO VALIDATE BID. (NOTE:SHOW PRICE PER UNT IN FIGURES ONLY.FIGURES WRITTEN TO THE RIGHT OF THE DOT(DECIMAL)IN THE PRICE PER UNIT COLUMN SHALL BE INTERPRETED AS CENTS) ITEM SPEC. TOTAL PRICE PER TOTAL AMOUNT NO. ITEM NO. UNIT QUANTITY UNIT (DOLLARS) DOLLARS ,�. SCHEDULE A 99 BOLLARD TYPE 1 8-26 EACH 5 yr 100 FIELD OFFICE BUILDING 8-27 L.S. 1 ]p00,00 OC)0 op 101 RELOCATING HISTORICAL MARKER 8-28 EACH 1 22.ca l-Ls 102 DUCTILE IRON STORM SEWER PIPE 18 7-04 L.F. 34 Lk IN. DIAM. '� `, 4 Zg.� 103 OVERFLOW RISER WITH SHEAR GATE, 7-05 EACH 11QI.OLI err 18 IN. DIAM. 104 GRAVEL BORROW INCL. HAUL 2-03 TON 360 Z 1 5(00 CEJ +Ir 105 RAISED PAVEMENT MARKER TYPE 1 8-09 HUND 3 'TOO.00 boo bo, 106 RAISED PAVEMENT MARKER TYPE 2 8-09 HUND 1 -Y31 C0 Y.)—} it SCHEDULE A SUBTOTAL= $ )y35 r109`) .-5C) err rr +r ere Rainier Ave S(SR 167)Improvements Project Schedule of Prices,Addendum No.3 Phase 1:Shattuck Ave S Stormwater Bypass Page 8 of 8 July 2009 '"Wage 10 es SCHEDULE OF PRICES UNIT PRICES FOR ALL ITEMS,ALL EXTENSIONS AND TOTAL AMOUNT OF BID SHALL BE SHOWN. ALL ENTRIES SHALL BE WRITTEN IN INK OR TYPED TO VALIDATE BID. (NOTE:SHOW PRICE PER UNIT IN FIGURES ONLY.FIGURES WRITTEN TO THE RIGHT OF THE DOT(DECIMAL)IN THE PRICE PER UNIT COLUMN SHALL BE INTERPRETED AS CENTS) ITEM SPEC. TOTAL PRICE PER TOTAL AMOUNT NO. ITEM NO. UNIT QUANTITY UNIT (DOLLARS) DOLLARS SC EDULE B dr i B CONDUIT PIPE 3 IN. DAM. 8-20 L.F. 1,270 t o."15 1 3 (o 51•5D OW ti OW 410 ow Ir r err OW SCHEDULE B SUBTOTAL= $ 13X52.c3o WASHINGTON STATE SALES TAX(W.S.S.T) (9.5%) _ $ I 29 IS . SCHEDULE B SUBTOTAL WITH W.S.S.T.= $ I4-ICj� 1. rru Rainier Ave S(SR 167)Improvements Project Schedule of Prices Phase I:Shattuck Ave S Stormw ater Bypass Page I of I July 2009 rn wage 28 Provided to Builders Exchange of WA. Inc. For usaae Conditions Aareement see www.bxwa.com-Always Verify Scale SW IN SCHEDULE OF PRICES r UNIT PRICES FOR ALL ITEMS,ALL EXTENSIONS AND TOTAL AMOUNT OF BID SHALL BE SHOWN. ALL ENTRIES SHALL BE WRITTEN IN INK OR TYPED TO VALIDATE BID. (NOTE:SHOW PRICE PER UNIT IN FIGURES ONLY.FIGURES WRITTEN TO THE RIGHT OF THE DOT(DECIMAL)IN THE PRICE PER UNIT COLUMN SHALL BE INTERPRETED AS CENTS) Iw PROJECT TOTAL SCHEDULE A SUBTOTAL= $ 1 I'4'35 w SCHEDULE B SUBTOTAL WITH W.S.S.T= $ t t)9 49 v Q r TOTAL PROJECT COST= $ b8 `I oft • 411111 Rainier Ave S(SR 167)Improvements Project Schedule of Prices Phase I:Shattuck Ave S Slormwater Bypass Page I of I July 2009 age 29 -Provided to Builders Exchange of WA, Inc. For usage Conditions Agreement see www.bxwa.com -Always Verify Scale es ACKNOWLEDGEMENT OF RECEIPT OF ADDENDA ACKNOWLEDGEMENT OF RECEIPT OF ADDENDA: NO. Date 1I15\09 NO. 2- Date '111 I�� NO. Date Vl\ll0l eCi err G ki\ \-PD �trr .rt //j Signed t^' /� Title President so Name of Company Pivetta Brothers Construction, Inc. Address 1812 Pease Avenue City/State/Zip Sumner WA 98390 ow Telephone 253-862-7890 www City of Renton State Contractor's rrr Business License# BL.008489 License# PIVETB0063B9 wow ow Rainier Ave S(SR 167)Improvements Project Acknowledge of Receipt of Addenda Phase 1: Shattuck Ave S Stonnwater Bypass July 2009 'age 30 Acknowledgement of Receipt of Addenda "i rovided to Builders Exchange of WA, Inc. For usage Conaions Agreement see www.bxwa.com-Always Verify Scale up m BID BOND FORM e H rive per ewith find deposSit )n (the form of a certified check,cashier's check, cash, or bid bond in the amount of en ( $)of $ totar`l bdid amount which amount is not less than five percent (5%)of the total bid. Pivetta Brothers Construction, Inc. rli By Signature mov Know All Men by These Presents: That we, Pivetta Brothers Construction, Inc. , as Principal,and TravelersomnCy ao aAmty racd Surety as Surety,are held and firmly bound unto the City of Renton, as Obligee,in the penal sum of five percebtd(amountt the total dollars,for the payment of which the Principal and the Surety bind themselves,their heirs,executors,administrators, successors and et assigns,jointly and severally,by these presents. The condition of this obligation is such that if the Obligee shall make any award to the Principal for according to the terms of the proposal or bid made by the Principal therefor, and the Principal shall duly make and enter into a contract with the Obligee in accordance with the terms of said proposal or bid and award and shall give bond for the faithful performance thereof, with Surety or Sureties approved by the Obligee;or if the Principal shall, in case of failure to do so,pay and mm forfeit to the Obligee the penal amount of the deposit specified in the call for bids,then this obligation shall be null and void; otherwise it shall be and remain in full force and effect and the Surety shall forthwith pay and forfeit to the Obligee,as penalty and liquidated damages,the amount of this bond. Y- *Rainier Ave S (SR 167) Improvement Project Phase 1:Shattuck Ave S Stormwater Bypass CAG-09-125 Federal Aid #ARRA-0167(044) Signed, sealed and dated this 10th day of July , 20 9 Pive a Br r Cn -ion, Inc. We By TravelersCasualty and Surety Company of America Bye arkk-Fcictla Surety Roxana Palacios, Attorney-in-Fact MID Received return of deposit in the sum of$ mm �rttr mit Rainier Ave S(SR 167)Improvements Project _ Bid Bond Form Phase I: Shattuck Ave S Stormwatcr Bypass July 22009 Mit ?age 31 Bid Bond Form • ._ rs _•,-1___ r-.._�____ cern rPPm Pnf CPP unwi hywa Crim-Always Verity Scale WARNING:THIS POWER OF ATTORNEY IS INVALID WITHOUT THE RED BORDER POWER OF ATTORNEY TRAVELERS.J Farmington Casualty Company St.Paul Guardian Insurance Company Fidelity and Guaranty Insurance Company St.Paul Mercury Insurance Company i1M Fidelity and Guaranty Insurance Underwriters,Inc. Travelers Casualty and Surety Company Seaboard Surety Company Travelers Casualty and Surety Company of America St.Paul Fire and Marine Insurance Company United States Fidelity and Guaranty Company Iwlt t-. f Attorney-In Fact No. 219499 Certificate No. 0 �2 J`" 3 2 111 KNOW ALL MEN BY THESE PRESENTS:That Seaboard Surety Company is a corporation duly organized under the laws of the State of New York,that St.Paul Fire and Marine Insurance Company,St.Paul Guardian Insurance Company and St.Paul Mercury Insurance Company are corporations duly organized under the laws of the State of Minnesota,that Farmington Casualty Company,Travelers Casualty and Surety Company,and Travelers Casualty and Surety Company of America are corporations duly organized under the laws of the State of Connecticut,that United States Fidelity and Guaranty Company is a corporation duly organized under the all laws of the State of Maryland,that Fidelity and Guaranty Insurance Company is a corporation duly organized under the laws of the State of Iowa,and that Fidelity and Guaranty Insurance Underwriters,Inc. is a corporation duly organized under the laws of the State of Wisconsin(herein collectively called the"Companies"),and that the Companies do hereby make,constitute and appoint .111 Pamela A.Jardine, Patricia L. Russell,Angela D.Tonnon, Roxana Palacios,Jeanne M.Hagel,Terri L.Franklin,Susan L.Garred, Heather Allen,Mary A. Dobbs,Steven W.Palmer,Holly E. Ulfers,and Bonny Smith eu of the City of Seattle , State of Washington their true and lawful Attorneys)-in-Fact, Nit each in their separate capacity if more than one is named above,to sign,execute,seal and acknowledge any and all bonds,recognizances,conditional undertakings and other writings obligatory in the nature thereof on behalf of the Companies in their business of guaranteeing the fidelity of persons, guaranteeing the performance of contracts and executing or guaranteeing bonds and undertakings required or permitted in any actions or proceedings allowed by law. Irr. 24th IN WITNE,S�WHEREOF,the Compesave caused this instrument to he signed and their corporate seals to be hereto affixed,this Uy V ern- day of • Farmington Casualty Company St.Paul Guardian Insurance Company Fidelity and Guaranty Insurance Company ' St.Paul Mercury Insurance Company Fidelity and Guaranty Insurance Underwriters,Inc. Travelers Casualty and Surety Company Seaboard Surety Company Travelers Casualty and Surety Company of America St.Paul Fire and Marine Insurance Company United States Fidelity and Guaranty Company rr . 1`l lv„ y„;7 6'+r �N...N '''1NSU N TY o SURfry F10.E \ I S ) + q u•. p�tV A FyD SI(AFIYc V f ♦ * X94 N' RfON '. J4:: ...�:,. G9 �" 4rtCCFIFWED =c mi �.CO +r s 1 ;e:� _._ t` 3• 1z� Z �t E'mt EW: OPPOa4l1^F i< y 9]] �92 7 '� I` 4.w+1 s :F: .n e : HARTFORD, H4RfFORD, �E y �1 'Ji S w CONft. a E 19J�'1 N t&` �'.SEAL o, '�. E coHN. ° �.4_..•!r # s i ,l �o. ��., t r e.S ... W Dr ydb� rspYw�,s �'..�.......�,,� 1 4t7 AtN, f*'4 rr State of Connecticut By: City of Hartford ss. Georg Thompson,senior ice President 24th July 2008 On this the day of ,before me personally appeared George W.Thompson,who acknowledged himself to be the Senior Vice President of Farmington Casualty Company, Fidelity and Guaranty Insurance Company, Fidelity and Guaranty Insurance Underwriters, Inc., Seaboard Surety Company, St. Paul Fire and Marine Insurance Company, St. Paul Guardian Insurance Company, St. Paul Mercury Insurance Company,Travelers Casualty and Surety Company,Travelers Casualty and Surety Company of America, and United States Fidelity and Guaranty Company, and that he, as such, being U. authorized so to do,executed the foregoing instrument for the purposes therein contained by signing on behalf of the corporations by hims.;lf as a duly authorized officer. p.TET Ncierea/14J(+ V In Witness Whereof,I hereunto set my hand and official seal. I 'IAA ti My Commission expires the 30th day of June,2011. *PUBLO * Marie C.Tetreault,Notary Public MYr 58440-5-07 Printed in U.S.A. err WARNING:THIS POWER OF ATTORNEY IS INVALID WITHOUT THE RED BORDER WARNING:THIS POWER OF ATTORNEY IS INVALID WITHOUT THE RED BORDER This Power of Attorney is granted under and by the authority of the following resolutions adopted by the Boards of Directors of Farmington Casualty Company,Fidelity and Guaranty Insurance Company, Fidelity and Guaranty Insurance Underwriters. Inc., Seaboard Surety Company, St. Paul Fire and Marine Insurance Company, St. Paul Guardian Insurance Company, St. Paul Mercury Insurance Company,Travelers Casualty and Surety Company, Travelers Casualty and Surety Company of America,and United States Fidelity and Guaranty Company,which resolutions are now in full force and effect,reading as follows: U. RESOLVED, that the Chairman, the President, any Vice Chairman, any Executive Vice President, any Senior Vice President, any Vice President, any Second Vice President,the Treasurer,any Assistant Treasurer,the Corporate Secretary or any Assistant Secretary may appoint Attorneys-in-Fact and Agents to act for and on behalf of the Company and may give such appointee such authority as his or her certificate of authority may prescribe to sign with the Company's name and seal with the Ile Company's seal bonds,recognizances,contracts of indemnity,and other writings obligatory in the nature of a bond,recognizance,or conditional undertaking,and any of said officers or the Board of Directors at any time may remove any such appointee and revoke the power given him or her;and it is FURTHER RESOLVED,that the Chairman,the President,any Vice Chairman,any Executive Vice President,any Senior Vice President or any Vice President may delegate all or any part of the foregoing authority to one or more officers or employees of this Company,provided that each such delegation is in writing and a copyt thereof is filed in the office of the Secretary;and it is FURTHER RESOLVED,that any bond,recognizance,contract of indemnity,or writing obligatory in the nature of a bond,recognizance, or conditional undertaking otr shall be valid and binding upon the Company when(a)signed by the President,any Vice Chairman,any Executive Vice President,any Senior Vice President or any Vice President,any Second Vice President,the Treasurer,any Assistant Treasurer,the Corporate Secretary or any Assistant Secretary and duly attested and sealed with the Company's seal by a Secretary or Assistant Secretary;or(b)duly executed(under seal,if required)by one or more Attorneys-in-Fact and Agents pursuant to the power prescribed in his or her certificate or their certificates of authority or by one or more Company officers pursuant to a written delegation of authority; and it is U. FURTHER RESOLVED,that the signature of each of the following officers: President,any Executive Vice President,any Senior Vice President,any Vice President, any Assistant Vice President,any Secretary,any Assistant Secretary,and the seal of the Company may be affixed by facsimile to any power of attorney or to any certificate relating thereto appointing Resident Vice Presidents, Resident Assistant Secretaries or Attorneys-in-Fact for purposes only of executing and attesting bonds and Mill undertakings and other writings obligatory in the nature thereof,and any such power of attorney or certificate bearing such facsimile signature or facsimile seal shall be valid and binding upon the Company and any such power so executed and certified by such facsimile signature and facsimile seal shall be valid and binding on the Company in the future with respect to any bond or understanding to which it is attached. I,Kori M.Johanson,the undersigned,Assistant Secretary,of Farmington Casualty Company,Fidelity and Guaranty Insurance Company,Fidelity and Guaranty Insurance Underwriters, Inc., Seaboard Surety Company, St. Paul Fire and Marine Insurance Company, St. Paul Guardian Insurance Company, St. Paul Mercury Insurance Company,Travelers Casualty and Surety Company,Travelers Casualty and Surety Company of America,and United States Fidelity and Guaranty Company do hereby certify that the above and foregoing is a true and correct copy of the Power of Attorney executed by said Companies,which is in full force and effect and has not been 1111. revoked. revoked. IN TESTIMONY WHEREOF,I have hereunto set my hand and affixed the seals of said Companies this , day ofL ,20 I� Kori M.Johann Assistant Secretary U. ��y rF i,,, ,,,,,,...,,,w .--. G�SU,tt �pP'••• -^�t}�fT� F\0.E 6 FAN �NS "1 IHSUq.., J0.�tV ANp IY'011TY tY'Y'-v/ C.TT' t,7q$o',yyT•' 4 O q �P............4q,: 9 �Qp p?yot`°°gr �°°°°'°�� �k � �.. y S(\ wCatP0lfAtED o Yi n ti ASE:m /�QpYORA TF:P`'s wP : J MICGI{Qppp 0 1 9 8 2 0 4 1977 192 7 K �' '�^�+ �; a i --- t W Nr sarwao, < w�+trfottq 18 9 6 n 1951 d; ,, s i � .SE AL r \ SSAL/'�E CCNN. f 3 cores 1 q� � t ,�k- � tc `'�ictF' A� ni'0 NFN �*No„x„...w„ o a`•.......�Dr ...:..•'a d � vc. !N ANr.J \l‘::••••,S .. ��a 'yr �,.+ r � v9` 43j AH1r” U. To verify the authenticity of this Power of Attorney.call 1-800-421-3880 or contact us at www.travclersbond.com. Please refer to the Attorney-In-Fact number,the above-named individuals and the details of the bond to which the power is attached. U. ism U. U. WARNING:THIS POWER OF ATTORNEY IS INVALID WITHOUT THE RED BORDER Certification for Federal-Aid Contracts The prospective participant certifies by signing and submitting w this bid or proposal, to the best of his or her knowledge and belief, that: (%) No Federal appropriates funds have been paid or will be paid, by or on tiss behalf of the undersigned,to any person for influencing or attempting to influence an officer or e'noloyee 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 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, gram,loan or cooperative agreement. Mt (2) fany 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.ban, or cooperative agreement,the undersigned shall compete and submit Standard Fom--LLL. `Disclosure Form to Report Lobbying."in accordance ttn its instructions. Mit This certification is material representation of the fact upon which reliance was paced when this transaction was made or entered into. Submission of this certification is a prereojisite for ntakino or en-enno into this transaction imposed set by Section 13.2, Title 31, U.S. Code. 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$100,030 for each failure. The prospective oarticioant also agrees 1w submitting his-or her bid or proposal that he or she snali reau;re trot the hanouane of this certification be included in all lower tier subcontracts, which exceed$1103.000 and that all such sui;recioie^its shall certify and disclose accordingly. r wrr EF V ICICI Rainier Ave S(SR 167)Improvements Project Certification of Federal-Aid Contracts Phase I: Shattuck Ave S Stormwater Bypass July 2009 tie ,rage 32 Certification for Federal-Aid Contracts Provided to Builders Exchanqe of WA, Inc. For usage Conditions Agreement see www.bxwa.com-Always Verify Scale - ,r. CERTIFICATION OF EQUAL EMPLOYMENT OPPORTUNITY REPORT Certification with regard to the Performance of Previous Contracts or Sub-contracts subject to the Equal `r` Opportunity Clause and the filing of Required Reports. The bidder s , proposed subcontractor S , hereby certifies that he has s , has not_, participated in a ,,, previous contract or subcontract subject to the equal opportunity clause, as required by Executive Orders 10925, 1 1 1 14 or 11246, and that he has s , has not , filed with the Joint Reporting Committee the Director of the Office of Federal Contract Compliance, a Federal Government contracting or administering agency, or the former President's Committee on Equal Employment Opportunity, all '10 reports due under the applicable filing requirements. oft Pivetta Brothers Construction, Inc. (Company) !I rnt IA/ b4V July 17, 2009 President Date: (Title) Note: The above certification is required by the Equal Employment Opportunity Regulations of the Secretary of Labor [41 CFR 60-1.7 (b) (1)], and must be submitted by bidders and proposed subcontractors only in connection with contracts and subcontracts which are subject to the equal ,., opportunity clause. Contracts and subcontracts which are exempt from the equal opportunity clause are set forth in 41 CFR 60-1.5. (Generally only contracts or subcontracts of$10,000 or under are exempt.) rr Currently, Standard Form 100 (EEO-1) is the only report required by the Executive Orders or their implementing regulations. Proposed prime contractors and subcontractors who have participated in a previous contract or subcontract subject to the Executive Orders and have not filed the required reports should note that 41 CFR 60-1.7 (b) (1) (i) prevents the award of contracts and subcontractors unless such contractor submits a report covering the delinquent period or such other period specified by the Federal Highways Administration or by the Director,Office of Federal Contract Compliance,U.S. Department of Labor. rr Rainier Ave S(SR 167)Improvements Project Certification of Equal Em loyement Opportunity Report Phase I: Shattuck Ave S Suxmwater Bypass July 2009 • age 33 Certification of Equal Employment Opportunity Report Irrovided to Builders Exchange of WA, Inc. For usage Conditions Agreement see www.bxwa.com-Always Verify Scale trr OW W" Failure to return this Declaration as part of the bid proposal package will make the bid nonresponsive and ineligible for award. NON-COLLUSION DECLARATION 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 persons), firm,association or corporation has not (have)not,either directly or indirectly, entered into any agreement, participated in any collision,or otherwise tal en any action in restraint of free competitive bidding in connection with the project for which this proposal Is submitted. 2. That by signing the signature page of this proposal,I am deemed to have signed and to have agreed to the provisions of this declaration. se NOTICE TO ALL BIDDERS To report rigging activities call: �.. 1-800-424-9071 The U.S,Department of Transportation(USDOT)operates the above tor-free -hotline"Monday througn Friday,3.00 a.m.to 5:00 p.m.,eastern time. Anyone tor wan knoMedce of possible bid rigging, badder collusion, or other fra;du ent activ oes should use the"Hotline'to repot such activities. The-hotline"is part of USDOT's continuing effort to de^ `y and investgate rrtr hlohway construction contract fraud and abuse and ts operated under the direction;of the USDOT inspector General. All information,vi1i be seated c,nfidentak and ca+ler anonym ty will be respected. EF •r rr. =_:ref3_: Wit Rainier Ave S(SR 167)Improvements Project Non-Collusion Declaration I'fiasc 1: Shattuck Ave S Stormwater Bypass July 2009 OW age 34 Non-Collusion Declaration rovided to Builders Exchange of WA, Inc. For usage Conditions Agreement see www.bxwa.com-Always Verify Scale NON-COLLUSION AND DEBARMENT AFFIDAVIT * STATE OF WASHINGTON ** COUNTY OF King ) I, the undersigned, an authorized representative of *** Pivetta Brothers Construction, Inc; being first duly sworn on oath do hereby certify that said person(s), firm, association or corporation has (have) not, either 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. I further certify that, except as noted below, the firm, associated or corporation or any person in a controlling capacity associated therewith or any position involving the administration of federal funds; is not currently under suspension, debarment, voluntary exclusion, or determination of ineligibility by any federal agency; has not been suspended, debarred, voluntarily excluded or determined ineligible by any federal agency within the past 3 years; does not have a proposed debarment pending; and has not been indicted, convicted, or had a civil judgment rendered against said person, firm, association or corporation by a court of competent jurisdiction in any wt matter involving fraud or official misconduct within the past 3 years. I further acknowledge that by signing the signature page of the proposal, I am deemed to have signed and have agreed to the provisions of this affidavit. Rainier Ave S (SR 167)Improvements Project—Phase I: Shattuck Ave S Stormwater Bypass Name of Project " Pivetta Brothers Construction, Inc. me of Bidder's Firm Signature of Authorized Representative of Bidder July 17, 2009 NE Date I certify that I know or have satisfactory evidence that Mark Pivetta is the person who appeared before me, and said fothfr. �blss9ged that (he/she) signed this instrument and acknowledged it to he (his/her)free and voluntary ae es%%poses mentioned in the instrument. Dated Jul 17 2009.`, 04 414.411_''°i�' 14 Ry%-sgakacs,__c_iz_. .c_Q • • • 4, yt IZtary Public in and for the State • t�, s pUBL�, ,, „.G = Qf Washington residing at Kent, WA '''•..+.+++`` '` �%•�Notary(print): Wallace Clayton op ,,,i���i NOTE: .1�,, My appointment expires: 03/10/13 ma Exceptions will not necessarily result in denial of award, but will he considered in determining bidder responsibility. For any exception noted, indicate above to whom it applies.initiating agency,and dates of action. Providing false information may result in criminal prosecution or administrative sanctions. ' A suspending or debarring official may grant an exception permitting a debarred,suspended.or excluded person to participate in a at particular transaction upon a written determination by such official stating the reason(s)for deviating from the Presidential policy established by Executive order 12549..."(49 CFR Part 29 Section 29.215). " If notarization of proposal takes place outside of Washington State.DELETE WASHINGTON,and enter appropriate State. "<„ Fill-in ce6unty where notarization of proposal takes place. "** Fill in firm name. Yet Rainier Ave S(SR 167)Improvements Project Non-Collusion Declaration and Debarment Affidavit Phase I: Shattuck Ave S Stonnwater Bypass July 2009 VW rar es age 35 Non-Collusion and Debarment Affidavit Provirieri to Builders Exchange of WA. Inc. For usaae Conditions Aareement see www.bxwa.com-Always Verify Scale - .rt w CERTIFICATION RE: ASSIGNMENT OF ANTITRUST CLAIMS TO PURCHASER STATE OF WASHINGTON ) SS COUNTY OF KING rtr Vendor and purchaser recognize that in actual economic practice overcharges resulting from antitrust violations are in fact usually borne by the purchaser. Therefore, vendor hereby assigns to purchaser any and all claims for such overcharges as to goods and materials purchased in connection with this order or 4" contract, except as to overcharges resulting from antitrust violations commencing after the date of the bid, quotation, or other event establishing the price under this order or contract. In addition, vendor warrants and represents that each of his suppliers and subcontractors shall assign any and all such claims ar to purchaser, subject to the aforementioned exception. Rainier Ave S (SR 167)Improvements Project—Phase 1: Shattuck Ave S Stormwater Bypass Name of Project srr Pivetta Brothers Construction, Inc. N, o Bidder's Firm git /// artSignature of Authorized Representative of Bidder July 17, 2009 t..e Date I certify that I know or have satisfactory evidence that lark Pivetta is the sr. person who appeared before me, and said person acknowledged that (he/she) signed this instrument and acknowledged it to be (his/her) free and voluntary act for the uses and purposes mentioned in the instrument. ������������� ‘0et, C. Ci Dated July 17, ` 000 trNN' 9' � ,gy p?AO%J\ t� It , 1 �., ..... �, ; rotary Public in and for the State lel C ; 4'f Washir WA liltpUg1.�'• ngton residing at Kent,,•• ; 04,4%.,14....10 "Notary(print): Wallace Clayton OF wo's My appointment expires: 03/10/13 ... 111114% Oa rrrt Rainier Ave S(SR 167)Improvements Project Assignment of Antitrust Claims Phase 1: Shattuck Ave S Stormwatcr Bypass July 2009 „r;age 36 Certification RE:Assignment of Antitrust Claims to Purchaser Prnvirieri hi Ruilriprs Fxchanne of WA Inc. For usaae Conditions Agreement see www.bxwa.com-Always Verify Scale +w� trrt MINIMUM WAGE AFFIDAVIT FORM srr STATE OF WASHINGTON ) SS COUNTY OF KING I, the undersigned, having been duly sworn, deposed, say and certify that in connection with the performance of the work of this project, I will pay each classification of laborer, workman, or mechanic employed in the performance of such work, not less than the prevailing rate of wage or not less than the minimum rate of wages as specified in the principal contract; that I have read the above and foregoing —, statement and certificate, know the contents thereof and the substance as set forth therein, is true to my knowledge and belief. rtr Rainier Ave S(SR 167)Improvements Project—Phase 1: Shattuck Ave S Stormwater Bypass Name of Project SIM Pivetta Brothers Construction, Inc. .m f Bidder's Firm OM Signature of Authorized Representative of Bidder Date July 17, 2009 I certify that I know or have satisfactory evidence that Mark Pivetta is the person who appeared before me, and said person acknowledged that (he/she) signed this instrument and acknowledged it to be (his/her) free and voluntary act for the uses and purposes mentioned in the instrument. rr. 00IIIIfIff, ,,' Dated July 17, 2009 .� �, C. C �,, . •.. `� fffff/f/ff• L / , — .•� yPubIic in and for the State olEWastlington residing at Kent, WA , : r+► PUMA% •". print): Wallace Clayton jo rr '.,•T ••••..a..••'•, ipointment expires: 03/10/13 oF as WIZ Rainier Ave S(SR 167)Improvements Project Minimum Wage Affidavit Form Phase 1: Shattuck Ave S Stormwater Bypass July 2009 ;rage 37 Minimum Wage Affidavit Form Provided to Builders Exchanae of WA. Inc.For usaae Conditions Agreement see www.bxwa.com-Always Verify Scale MS 41111. Washington State Disadvantaged Business ,7/ Department o4 Transportation Enterprise Utilization Certification To Pe eligible for award of:his contract the c e;n s_st f•`out and tube.::,as part of its bfd proposal,the`ollowing Disayvantaged ?.sines;=raerprise Utilization Certication re zing:o Disadvantages Busress Ente'rt•se i= �rrr SUBCONTRACTOR LIST FORM RCW 39.30.060 requires that for all public works contracts exceeding$1,000,000 the bidder shall submit the names of all subcontractors whose subcontract amount exceeds ten percent (10%) of the contract price, and/or whose work involves either heating,air conditioning, ventilation,plumbing, or electrical. If the subcontractor's names are not submitted with the bid, or within 24 hours of the bid, the bid shall be considered nonresponsive and,therefore, void. Complete one of the following for contracts that exceed$1,000,000: A. There are no subcontractors proposed whose subcontract amount exceeds ten percent (10%) of the contract price. +ir Name: Title: Signature: B. The following subcontractor(s) subcontract amount exceeds 10 percent (10%) of the contract price: (list subcontractor and bid item) Bid Item(s): Zq Subcontractor Name: LO.yQ..Sld,L, 115-k11PS Inc,. Address: .PQ PQ& 1K AD I tuu w4 93021 wrr Phone No.: 112rj-'&3- CO State Contractor's License No. LV-. \ A "L1q-c\D Bid Item(s): (61, a?)teoc c0,c I .BIZ Subcontractor Name: \ 03,1113 Edi a, Cayi c by Address: bbl Old ttwv q� Sot -v,1 gad Vtoiu Vexnbr 2T? +rr Phone No.: 3 O-4N-1ccO2State Contractor's License No. U Al ELM DE Bid Item(s): �! Subcontractor Name: ND Address: Phone No.: State Contractor's License No. err Bid Item(s): Subcontractor Name: NO `PI tA.K19 9 Address: w Phone No.: State Contractor's License No. +rr Rainier Ave S(SR 167)Improvements Project Subcontractor List Form Phase I: Shattuck Ave S Stnrmwatcr Bypass July 2009 ItMt Nie 'age 39 Subcontractor List Form Provided to Builders Exchanoe of WA. Inc. For usage Conditions Agreement see www.bxwa.com-Always Verify Scale err Bid Item(s): Subcontractor Name: ow Address: Phone No.: State Contractor's License No. rr Bid Item(s): Subcontractor Name: ow Address: Phone No.: State Contractor's License No. Bid Item(s): ISO Subcontractor Name: Address: Phone No.: State Contractor's License No. ow tri ' Signature • Authorized Representative of Bidder rrr Subscribed and sworn to be before me gait) 17 goy of July , 20 09 .40% 0000000000000000000000000 ow tvoTARY = • «"" IS Public in and for the State of Was ington ' $.1 ' y(Print) Wince Clayton .�,,,,f,,,,is'o1esiding at Kent My appointment expires: 03/10/13 gip Wit IMP rmr Rainier Ave S ISR 167)Improvements Project Subcontractor List Form I'hase I: Shattuck Ave S Stormwater Bypass July 2009 ire ■r.'age 40 Prnvirieri to RI ulriarc Fxchanae of WA Inn Fnr!cane C;nnriitinns Anreement see www.bxwa.com-Always Verify Scale L L City of Renton Contract Documents for Rainier Ave S (SR 167) Improvements Project Phase 1: Shattuck Ave S Stormwater Bypass IV. CONTRACT DOCUMENT FORMS hp leIto L L L L r rr r +r. BOND TO THE CITY OF RENTON Bond No. 105326613 KNOW ALL MEN BY THESE PRESENTS: .. That we, the undersigned Pivetta Brothers Construction, Inc. PO Box 370, Sumner, WA 98390 ✓ Travelers Casualty and Surety as principal, and Company of America corporation organized and existing under the laws of the State of Connecti cut as a surety corporation, and qualified under the ®. laws of the State of Washington to become surety upon bonds of contractors with municipal corporations, as surety areointly and severally held and firmly bound to the City of Renton in the penal sum of $ 1,450,608.98 for the payment of which sum on demand we bind ourselves and our successors, heirs, administrators or person representatives, as the case may be. r This obligation is entered into pursuant to the statutes of the State of Washington, the Ordinance of the City of Renton. am Dated at LV1__ ,Washington, this 3 day of See. , 20111 Nevertheless,the conditions of the above obligation are such that: 40 WHEREAS,under and pursuant to Public Works Construction Contract CAG-09-125 providing for construction of the Rainier Ave S (SR 167) Improvements Project: Phase 1- Shattuck Ave S es Stormwater Bypass; The principal is required to furnish a bond for the faithful performance of the contract; and ma WHEREAS, the principal has accepted, or is about to accept, the contract, and undertake to perform the work therein provided for in the manner and within the time set forth; NOW, THEREFORE, if the principal shall faithfully perform all of the provisions of said contract in the ✓ manner and within the time therein set forth, or within such extensions of time as may be granted under said contract, and shall pay all laborers, mechanics, subcontractors and materialmen, and all persons who shall supply said principal or subcontractors with provisions and supplies for the carrying on of said am work, and shall hold said City of Renton harmless from any loss or damage occasioned to any person or property by reason of any carelessness or negligence on the part of said principal, or any subcontractor in the performance of said work, and shall indemnify and hold the City of Renton harmless from any a. damage or expense by reason of failure of performance as specified in the contract or from defects appearing or developing in the material or workmanship provided or performed under the contract within a period of one year after its acceptance thereof by the City of Renton, then and in that event this err obligation shall be void; but otherwise it shall be and remain in full force and effect. Travelers Casualty and Surety Pivetta Brothers Con/ruction, Inc. Company of America mm Principal ` Surety J60 By: ! By: Sign ure Signature ma Mary A. Dobbs e;C�(� Attorney-in-Fact 4 Titl Title war it Rainier Ave S(SR 167)Improvements Project Bond to the City of Renton Phase 1: Shattuck Ave S Stormwater Bypass July 2009 as WARNING:THIS POWER OF ATTORNEY IS INVALID WITHOUT THE RED BORDER mg AA► POWER OF ATTORNEY TRAVELERSJ Farmington Casualty Company St.Paul Guardian Insurance Company Fidelity and Guaranty Insurance Company St.Paul Mercury Insurance Company Fidelity and Guaranty Insurance Underwriters,Inc. Travelers Casualty and Surety Company Seaboard Surety Company Travelers Casualty and Surety Company of America St.Paul Fire and Marine Insurance Company United States Fidelity and Guaranty Company am Attorney-In Fact No. 220885 Certificate No. 0 0 2 8 4 0 9 18 is KNOW ALL MEN BY THESE PRESENTS:That Seaboard Surety Company is a corporation duly organized under the laws of the State of New York,that St.Paul Fire and Marine Insurance Company,St.Paul Guardian Insurance Company and St.Paul Mercury Insurance Company are corporations duly organized under the laws of the State of Minnesota,that Farmington Casualty Company,Travelers Casualty and Surety Company,and Travelers Casualty and Surety Company of America are corporations duly organized under the laws of the State of Connecticut,that United States Fidelity and Guaranty Company is a corporation duly organized under the • laws of the State of Maryland,that Fidelity and Guaranty Insurance Company is a corporation duly organized under the laws of the State of Iowa,and that Fidelity and Guaranty Insurance Underwriters,Inc.is a corporation duly organized under the laws of the State of Wisconsin(herein collectively called the"Companies"),and that the Companies do hereby make,constitute and appoint INIM Pamela A.Jardine,Patricia L. Russell,Angela D.Tonnon, Roxana Palacios,Jeanne M.Nagel,Terri L.Franklin,Heather Allen,Mary A.Dobbs,Steven W. Palmer,Holly E.Ulfers,and Bonny Smith 1111 of the City of Seattle , State of Washin• on ,their true and lawful Attorney(s)-in-Fact, 111111 each in their separate capacity if more than one is named above,to sign,execute,seal and acknowledge any and all bonds,recognizances,conditional undertakings and other writings obligatory in the nature thereof on behalf of the Companies in their business of guaranteeing the fidelity of persons,guaranteeing the performance of contracts and executing or guaranteeing bonds and undertakings required or permitted in any actions or proceedings allowed by law. all IN WITNESS WHEREOF,the Companies have caused this instrument to be signed and their corporate seals to be hereto affixed,this 19th day of February 2009 Farmington Casualty Company St.Paul Guardian Insurance Company Fidelity and Guaranty Insurance Company St.Paul Mercury Insurance Company Fidelity and Guaranty Insurance Underwriters,Inc. Travelers Casualty and Surety Company Seaboard Surety Company Travelers Casualty and Surety Company of America St.Paul Fire and Marine Insurance Company United States Fidelity and Guaranty Company I4_ viaGI.SU� 1'41 l,.y SUREly ••Fl0.E•4 ,, �0.µ..Ikce; ".I�INSUgw'r, JP�1 Np ,�pR4 "�Y"�J * ,4 t y'�'.y '�.. q J�,.``JP,..........9�•`:. g//"�\sL 4yam �q °Y 11 05 �2(1 •'� tttr'�t ttr�3 z 4 P3& �ICpP PO �t�'1 3u`.'cO00Rot....%-1 0 9a 141..'44 / G I 1982 0 `1977 192 7 +r.w+ I — r f --- o: = HARTFORD. . (HARTFO�RD, " D z: ' 1951 mr � � -'•SERI !� ;Jo o CDNN. 0,-7FORD, , 1896 $. ���y., 03 :.SEAL: W o �Q bky Fla Ptk 5q .. 4. NEW, ''a`t,nNc�°O '4,S .Aa46r o1... .ria° 'septAH1d�`- rimiinn ti..ww• T 1 . 0.N �'I di State of Connecticut By: - City of Hartford ss. Georg Thompson,'enior ice President • On this the 19th day of February 2009 before me personally appeared George W. Thompson, who acknowledged himself to be the Senior Vice President of Farmington Casualty Company, Fidelity and Guaranty Insurance Company,Fidelity and Guaranty Insurance Underwriters, Inc.,Seaboard Surety Company,St.Paul Fire and Marine Insurance Company,St.Paul Guardian Insurance Company,St.Paul Mercury Insurance Company,Travelers Casualty and Surety Company,Travelers Casualty and Surety Company of America,and United States Fidelity and Guaranty Company, and that he, as such,being • authorized so to do,executed the foregoing instrument for the purposes therein contained by signing on behalf of the corporations by himself as a duly authorized officer. In Witness Whereof,I hereunto set my hand and official seal. ' *A ' W CMy Commission expires the 30th day of June,201 1. * 'OUBL O * w"Marie C.Tetreault,Notary Public C�491 Ctf'$ Yr 58440-5-07 Printed in U.S.A. WARNING:THIS POWER OF ATTORNEY IS INVALID WITHOUT THE RED BORDER WARNING:THIS POWER OF ATTORNEY IS INVALID WITHOUT THE RED BORDER This Power of Attorney is granted under and by the authority of the following resolutions adopted by the Boards of Directors of Farmington Casualty Company,Fidelity and Guaranty Insurance Company, Fidelity and Guaranty Insurance Underwriters, Inc., Seaboard Surety Company, St. Paul Fire and Marine Insurance Company, St. Paul Guardian Insurance Company, St. Paul Mercury Insurance Company,Travelers Casualty and Surety Company, Travelers Casualty and Surety Company of America,and United States Fidelity and Guaranty Company,which resolutions are now in full force and effect,reading as follows: a RESOLVED,that the Chairman,the President,any Vice Chairman, any Executive Vice President, any Senior Vice President,any Vice President, any Second Vice President,the Treasurer,any Assistant Treasurer,the Corporate Secretary or any Assistant Secretary may appoint Attorneys-in-Fact and Agents to act for and on behalf of the Company and may give such appointee such authority as his or her certificate of authority may prescribe to sign with the Company's name and seal with the Company's seal bonds,recognizances,contracts of indemnity,and other writings obligatory in the nature of a bond,recognizance,or conditional undertaking,and any a of said officers or the Board of Directors at any time may remove any such appointee and revoke the power given him or her;and it is FURTHER RESOLVED,that the Chairman,the President,any Vice Chairman,any Executive Vice President,any Senior Vice President or any Vice President may delegate all or any part of the foregoing authority to one or more officers or employees of this Company,provided that each such delegation is in writing and a copy thereof is filed in the office of the Secretary;and it is FURTHER RESOLVED,that any bond,recognizance,contract of indemnity,or writing obligatory in the nature of a bond,recognizance,or conditional undertaking shall be valid and binding upon the Company when(a)signed by the President,any Vice Chairman,any Executive Vice President,any Senior Vice President or any Vice President,any Second Vice President,the Treasurer,any Assistant Treasurer,the Corporate Secretary or any Assistant Secretary and duly attested and sealed with the Company's seal by a Secretary or Assistant Secretary;or(b)duly executed(under seal,if required)by one or more Attorneys-in-Fact and Agents pursuant to the power prescribed in his or her certificate or their certificates of authority or by one or more Company officers pursuant to a written delegation of authority; and it is a FURTHER RESOLVED,that the signature of each of the following officers:President,any Executive Vice President,any Senior Vice President,any Vice President, any Assistant Vice President, any Secretary, any Assistant Secretary, and the seal of the Company may be affixed by facsimile to any power of attorney or to any certificate relating thereto appointing Resident Vice Presidents,Resident Assistant Secretaries or Attorneys-in-Fact for purposes only of executing and attesting bonds and undertakings and other writings obligatory in the nature thereof,and any such power of attorney or certificate bearing such facsimile signature or facsimile seal shall iii be valid and binding upon the Company and any such power so executed and certified by such facsimile signature and facsimile seal shall be valid and binding on the Company in the future with respect to any bond or understanding to which it is attached. I,Kori M.Johanson,the undersigned,Assistant Secretary,of Farmington Casualty Company,Fidelity and Guaranty Insurance Company,Fidelity and Guaranty Insurance a Underwriters, Inc., Seaboard Surety Company, St. Paul Fire and Marine Insurance Company, St. Paul Guardian Insurance Company, St. Paul Mercury Insurance Company,Travelers Casualty and Surety Company,Travelers Casualty and Surety Company of America,and United States Fidelity and Guaranty Company do hereby certify that the above and foregoing is a true and correct copy of the Power of Attorney executed by said Companies,which is in full force and effect and has not been revoked. IN TESTIMONY WHEREOF,I have hereunto set my hand and affixed the seals of said Companies this day of ,20 . Kori M.Johann Assistant Secretary tl , �?y 1EE GaF yhs..:»✓`rm W�vQ:pcO R+N.s.. A a� 4 ,,, ert 9 s 0 77 " WtED 927 "' HARTFORD, � HARTFORD, fy-� I " 1951 SEAL on, b.•SEAmcc""' 0 CONNe 1896 0'4 9 6 tiH4 NIT Y � ......:;jam 7,4........: OF NEW fttl4,444; < =; fl oate To verify the authenticity of this Power of Attorney,call 1-800-421-3880 or contact us at www.travelersbond.com.Please refer to the Attorney-In-Fact number,the above-named individuals and the details of the bond to which the power is attached. a sx=: I WARNING:THIS POWER OF ATTORNEY IS INVALID WITHOUT THE RED BORDER a - FHWA FEDERAL-AID CONTRACTS ONLY THIS AGREEMENT, made and entered into this 3 day of See _ , 20 6(1 . by and between THE CITY OF RENTON, Washington, a municipal corporation of the State of Washington, hereinafter referred to as "City"and Pivetta Brothers Construction, Inc. , hereinafter referred to as "Contractor." MD WITNESSETH: 1) The Contractor shall within the time stipulated, (to-wit: within 80 working days from date of commencement hereof as required by the contract, of which this agreement is a component part) perform all the work and services required to be performed, and provide and furnish all of the labor, materials, appliances, machines, tools, equipment, utility and transportation services �■ necessary to perform the contract, and shall complete the construction and installation work in a workmanlike manner, in connection with the City's project (identified as No. CAG-09-125) for improvement by construction and installation of: .r. Furnishing of materials, equipment, tools, labor, and other work or items incidental thereto (excepting any materials, equipment, utilities, or service, if any specified herein to be furnished by Owner or others), and performing all work as required by the contract in accordance with the contract documents,all of which are made a part hereof. Construct the Rainier Ave S (SR 167) Improvements Project, Phase 1: Shattuck Ave S IMP Stormwater Bypass. Phase 1 consists of installing approximately 1,150 feet of 48-inch diameter storm pipe in Shattuck Ave S from the intersection of S 4th Place, underneath the BNSF Railway, to the intersection of S 7th Street. The work includes but is not limited to: clearing and grubbing, removal of structures and obstructions, roadway excavation, removal of unsuitable materials, grading, paving, sidewalk, curb and gutter, installation of storm sewer structures, relocation of sanitary sewers, relocation of water services, street lighting, MO installation of traffic safety features, channelization, landscaping and other work necessary to complete the work as specified and as shown in the contract documents. ,., All the foregoing shall be timely performed, furnished, constructed, installed and completed in strict conformity with the plans and specifications, including any and all addenda issued by the City and all other documents hereinafter enumerated, and in full compliance with all applicable codes, aro ordinances and regulations of the City of Renton and any other governmental authority having jurisdiction thereover. It is further agreed and stipulated that all of said labor, materials, appliances, machines, tools, equipment and services shall be furnished and the construction installation performed and completed to the satisfaction and the approval of the City's Public Works Director as being in such conformity with the plans, specifications and all requirements of or arising under the contract. `r" 2) The aforesaid contract, entered into by the acceptance of the Contractor's bid and signing of this agreement, consists of the following documents, all of which are component parts of said contract and as fully a part thereof as if herein set out in full, and if not attached, as if hereto attached. a) This Agreement. b) Instruction to Bidders. c) Project Proposal. OP Rainier Ave S(SR 167)Improvements Project Contract Agreement Phase 1: Shattuck Ave S Stormwater Bypass July 2009 r d) Addenda, if any, and all modifications or changes issued pursuant to the contract documents. e) Call for Bids. f) Bid. g) Special Provisions. h) Amendments to the Standard Specifications. NMIi) WSDOT/APWA Standard Specifications for Road, Bridge and Municipal Construction. j) Contract Plans. k) City of Renton Standard Plans. 1) WSDOT/APWA Standard Plans for Road, Bridge and Municipal Construction. 3) If the Contractor refuses or fails to prosecute the work or any part thereof, with such diligence as will insure its completion within the time specified in this contract, or any extension in writing ++* thereof, or fails to complete said work within such time, or if the Contractor shall be adjudged bankrupt, or if he should make a general assignment for the benefit of his creditors, or if a receiver shall be appointed on account of the Contractor's insolvency, or if he or any of his subcontractors should violate any of the provisions of this contract, the City may then serve written notice upon him and his surety of its intention to terminate the contract, and unless within ten (10)days after the serving of such notice, such violation or non-compliance of any provision of the contract shall r cease and satisfactory arrangement for the correction thereof be made, this contract, shall, upon the expiration of said ten (10) day period, cease and terminate in every respect. In the event of any such termination, the City shall immediately serve written notice thereof upon the surety and the Contractor and the surety shall have the right to take over and perform the contract, provided, however, that if the surety within fifteen (15) days after the serving upon it of such notice of termination does not perform the contract or does not commence performance thereof within thirty (30) days from the date of serving such notice, the City itself may take over the work under the contract and prosecute the same to completion by contract or by any other method it may deem advisable, for the account and at the expense of the Contractor, and his surety shall be liable to the City for any excess cost or other damages occasioned the City thereby. In such event, the City, if it so elects, may, without liability for so doing, take possession of and utilize in completing said contract such materials, machinery, appliances, equipment, plants and other properties belonging to the Contractor as may be on site of the project and useful therein. 4) The foregoing provisions are in addition to and not in limitation of any other rights or remedies available to the City. err 5) Contractor agrees and covenants to hold and save the City, its officers, agents, representatives and employees harmless and to promptly indemnify same from and against any and all claims, actions, NIP damages, liability of every type and nature including all costs and legal expenses incurred by reason of any work arising under or in connection with the contract to be performed hereunder, including loss of life, personal injury and/or damage to property arising from or out of any occurrence, omission or activity upon, on or about the premises worked upon or in any way relating to this contract. This hold harmless and indemnification provision shall likewise apply for or on account of any patented or unpatented invention, process, article or appliance manufactured for use in the performance of the contract, including its use by the City, unless otherwise specifically provided for in this contract. The Contractor agrees to name the City as an additional insured. In the event the City shall, rr without fault on its part, be made a party to any litigation commenced by or against the Contractor, then the Contractor shall proceed and hold the City harmless and he shall pay all costs, expenses wo Rainier Ave S(SR 167)Improvements Project Contract Agreement Phase 1: Shattuck Ave S Stormwater Bypass July 2009 N err r and reasonable attorney fees incurred or paid by the City in connection with such litigation. Furthermore, the Contractor agrees to pay all costs, expenses and reasonable attorney fees that may be incurred or paid by the City in the enforcement of any of the covenants, provisions and trio agreements hereunder. Nothing herein shall require the Contractor to indemnify the City against and hold harmless the .r� City from claims, demands or suits based solely upon the conduct of the City, its officers or employees and provided further that if claims or suits are caused by or result from the concurrent negligence of (a) the Contractor's agents or employees and (b) the City, its agents, officers and employees, and involves those actions covered by RCW 4.24.115, this indemnity provision with 'ter respect to claims or suits based upon such concurrent negligence shall be valid and enforceable only to the extent of the Contractor's negligence or the negligence of the Contractor's agents or employees. air 6) Any notice from one party to the other party under the contract shall be in writing and shall be dated and signed by the party giving such notice or by its duly authorized representative of such party. Any such notice as heretofore specified shall be given by personal delivery thereof or by depositing same in the United States mail,postage prepaid, certified or registered mail. 7) The Contractor shall commence performance of the contract no later than ten (10) calendar days after contract final execution, and shall complete the full performance of the contract not later than 80 working days from the date of commencement. For each and every working day of delay after the established day of completion, it is hereby stipulated and agreed that the damages to the City occasioned by said delay shall be liquidated damages (and not as a penalty) which shall be paid by the Contracctor to the City. Liquidated damages shall be calculated per Section 1-08.9 of the Standard Specifications. 8) Neither the final certificate of payment, nor any provision in the contract, nor partial or entire use of any installation provided for by this contract shall relieve the Contractor of liability in respect to Yr any warranties or responsibility for faulty materials or workmanship. The Contractor shall be under the duty to remedy any defects in the work and pay for any damage to other work resulting therefrom which shall appear within the period of one (1) year from the date of final acceptance of out the work listed in Group(s) none of the Schedule of Prices, i.e. the Federal Non-participating Items, unless a longer period is specified. However, all manufacturer's warranties or guarantees on electrical and mechanical equipment, consistent with those provided as customary trade practice, shall be assigned to the City at the time of project acceptance. The Contractor shall be further required to supply warranties or guarantess providing for satisfactory in-service operation of any mechanical and electrical equipment and related components involved in Group(s) none of the Schedule of Prices, i.e. "Federal Participating Items" for a period not to exceed six (6) months following project acceptance. The City will give notice of observed defects as heretofore specified with reasonable promptness after discovery thereof, and Contractor shall be obligated to take immediate steps to correct and remedy any such defect, fault or breach at the sole cost and expense of the Contractor. The Contractor agrees the above one-year limitation shall not exclude or diminish the City's rights under any law to obtain damages and recover costs resulting from defective and unauthorized work discovered after one year, but prior to the expiration of the legal time period set forth in RCW 4.16.040 limiting actions upon a contract in writing, or liability expressed or implied arising out of SO a written agreement. +rr Rainier Ave S(SR 167)Improvements Project Contract Agreement Phase 1: Shattuck Ave S Stoinnwater Bypass July 2009 it 9) The Contractor and each subcontractor, if any, shall submit to the City such schedules of quantities rr and costs, progress schedules, payrolls, reports, estimates, records, and miscellaneous data pertaining to the contract as may be requested by the City from time to time. ow 10) The Contractor shall furnish a surety bond or bonds as security for the faithful performance of the contract, including the payment of all persons and firms performing labor on the construction project under this contract or furnishing materials in connection with this contract; said bond to be in the full amount of the contract price as specified in Paragraph 12. The surety or sureties on such bond or bonds must be duly licensed as a surety in the State of Washington. rrr 11) The Contractor shall verify when submitting first payment invoice and annually thereafter possession of a current City of Renton business license while conducting work for the City. The Contractor shall require, and provide verification upon request, that all subcontractors participating in a City project possess a current City of Renton business license. The Contractor shall provide, 'o and obtain City approval of a traffic control plan prior to conducting work in City right-of-way. 12) The total amount of this contract is the sum of $1 450,608.98 arr (numbers) One Million Four Hundred Fifty Thousand Six Hundred Eight Dollars and Ninety-eight Cents (written words) rr which includes Washington State Sales Tax. Payments will be made to the Contractor as specified in the Special Provisions section of this contract. IN WITNESSWHEREOF, the City has caused these presents to be signed by its Mayor and attested by .r its City Clerk and the Contractor has hereunto set his hand and seal the day and year first above-written. ar /ANT' • ' 'OR CITY OF REN N - lirI/0 err President/Partner/Owner Denis Law, Mayor ATTEST te efp,/ Secretary Bontip alton, City De/yid, erk d/b/a Pivetta Brothers Construction, Inc. (Firm Name) check one O Individual O Partnership O Corporation Incorporated in Attention: 401 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. WO If the business is an INDIVIDUAL PROPRIETORSHIP,the name of the owner should appear followed by d/b/a and name of the company. Rainier Ave SImprovements Project( 167) ) Contract Agreement Phase 1: Shattuck Ave S Stormwater Bypass July 2009 Client#: 320527 PIVETBRO li ACORDTM CERTIFICATE OF LIABILITY INSURANCE DATE( 2OOgYYY) PRODUCER THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION Kibble& Prentice, a USI Co. ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER.THIS CERTIFICATE DOES NOT AMEND, EXTEND OR diiP.O. Box 370 ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. Seattle, WA 98111 206 441-6300 INSURERS AFFORDING COVERAGE NAIC# INSURED INSURER A: American Fire &Casualty Company 24066 7 Pivetta Brothers Construction, Inc. INSURER B: Ohio Casualty Insurance Company 24074 P.O. Box 370 INSURER C: West American Insurance Company 44393 y� Sumner,WA 98390 INSURER D: _ I INSURER E: «I COVERAGES THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED.NOTWITHSTANDING ., ANY REQUIREMENT,TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN,THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT%ALL THE TERMS,EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.AGGREGATE LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. 1NSR ADD'L POLICY EFFECTIVE POLICY EXPIRATION LTR INSR❑ TYPE OF INSURANCE POLICY NUMBER DATE(MM/DD/YY) DATE(MM/DD/YY) LIMITS a A GENERAL LIABILITY BKA1053786330 03/01/09 03/01/10: EACH OCCURRENCE $1,000,000 X COMMERCIAL GENERAL LIABILITY DAMAGE TO RENTED , $300 000 PREMISES(Ea occurrence) CLAIMS MADE X OCCUR MED EXP(Any one person) $10,000 X PD Ded: $2,000 PERSONAL&ADV INJURY $1,000,000 GENERAL AGGREGATE $2,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: PRODUCTS-COMP/OP AGG $2,000,000 —1 POLICY n JE n LOC 111 C AUTOMOBILE LIABILITY BAW1053786330 03/01/09 03/01/10 COMBINED SINGLE LIMIT $1,000,000 X ANY AUTO (Ea accident) ALL OWNED AUTOS BODILY INJURY $ (Per person) = X HIRED AUTOS BODILY INJURY (Per accident) $ X NON-OWNED AUTOS di PROPERTY DAMAGE $ (Per accident) GARAGE LIABILITY AUTO ONLY-EA ACCIDENT $ ANY AUTOOTHER THANAll EA ACC $ AUTO ONLY: AGG $ B EXCESS/UMBRELLA LIABILITY USO1053786330 03/01/09 03/01/10 EACH OCCURRENCE $5,000,000 OCCUR CLAIMS MADE AGGREGATE $5,000,000 all -- DEDUCTIBLE $ X RETENTION $10,000 $ WORKERS COMPENSATION AND BKA1053786330 03/01/09 03/01/10 STATU- TORY IMITS OTH- ER allA EMPLOYERS'LIABILITY WA STOP GAP ONLY E.L.EACH ACCIDENT $1,000,000 ANY PROPRIETOR/PARTNER/EXECUTIVE OFFICER/MEMBER EXCLUDED? E.L.DISEASE-EA EMPLOYEE $1,000,000 If yes,describe under SPECIAL PROVISIONS below E.L.DISEASE-POLICY LIMIT $1,000,000 a OTHER DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES/EXCLUSIONS ADDED BY ENDORSEMENT!SPECIAL PROVISIONS 4111 Rainier Ave S (SR 167) Improvements, Phase 1: Shattuck Ave S Stormwater Bypass. City of Renton,their elected or appointed officers,officials,employees, subconsultants and volunteers are Additional Insured and coverage is primary and non-contributory per al attached endorsement.Waiver of subrogation applies per attached endorsement. *Except 10 days notice of cancellation for non-payment of premium CERTIFICATE HOLDER CANCELLATION ill SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION City of Renton DATE THEREOF,THE ISSUING INSURER WILL ENDEAVOR TO MAIL 45* DAYS WRITTEN 1055 S Grady Way NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE LEFT,BUT FAILURE TO DO SO SHALL a Renton,WA 98055 IMPOSE NO OBLIGATION OR LIABILITY OF ANY KIND UPON THE INSURER,ITS AGENTS OR REPRESENTATIVES. AUTHORIZED REPRESENTATIVE 6a6,--)e >17146, 1iC a ACORD 25(2001/08)1 of 2 #S3976931/M3376512 CNMJU © ACORD CORPORATION 1988 a IMPORTANT , If the certificate holder is an ADDITIONAL INSURED, the policy(ies) must be endorsed. A statement io on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy, certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). DISCLAIMER The Certificate of Insurance on the reverse side of this form does not constitute a contract between the issuing insurer(s), authorized representative or producer, and the certificate holder, nor does it affirmatively or negatively amend, extend or alter the coverage afforded by the policies listed thereon. a�11 ar air aar>r did art afr ar ACORD 25-S(2001/08) 2 of 2 #S3976931/M3376512 BLANKET ADDITIONAL INSURED (Owners, Lessees, Contractors or Lessors) (Includes a Primary/Non-Contributory provision) • �. Who Is An Insured - Section II is amended to include as an insured any person or organization whom you are required to name as an additional insured on this policy in a written contract or written agreement. The written contract or written agreement must be currently in effect or becoming effective during the term of this policy and executed prior to the "bodily injury," "property damage" or"personal and advertising injury." The insurance provided the additional insured is limited as follows: A. The person or organization is only an additional insured with respect to liability: 1. Arising out of real property, as described in a written contract or written agreement, that you own, rent, lease or occupy; or 2. Caused in whole or in part by your ongoing operations performed for that insured. The insurance provided the additional insured in 1.A.2. above does not apply to: a. Coverage A- Bodily Injury and Property Damage Liability, Coverage B - Personal and Advertising Injury Liability or defense coverage under the Supplementary Payments arising out of an architect's, engineer's or surveyor's rendering of or failure to render any professional services including: (1) The preparing, approving, or failing to prepare or approve maps, shop drawings, opinions, reports, surveys, field orders, change orders or drawings and specifications; and (2) Supervisory, inspection, architectural or engineering activities. a b. "Bodily injury"or"property damage" occurring after: (1) All work, including materials, parts or equipment furnished in connection with such work, on the project(other than service, maintenance or repairs)were performed by or on behalf of the additional insured(s) at the site where the covered operations have been completed; or (2) That portion of"your work"out of which the injury or damage arises has been put to its intended use by any person or organization other than another contractor or subcontractor engaged in performing operations for a principal as part of the same project. B. The limits of insurance applicable to the additional insured are those specified in a written contract or written agreement or the limits of Insurance as stated in the Declarations of this policy and defined in Section III - Limits Of Insurance of this policy, whichever are less. These limits are inclusive of and not in addition to the limits of insurance available under this policy. C. The insurance provided the additional insured does not apply to the liability resulting from the sole negligence of the additional insured. Au rr Includes copyrighted material of ISO Properties, Inc., with its permission. CG 84 16 12 03 ISO Properties, Inc., 2003 Page 2 of 9 r D. As respects the coverage provided to the additional insured under this endorsement, Section IV-Conditions is amended as follows: .a 1. The following is added to Condition 2. Duties In The Event Of Occurrence, Offense, Claim, or Suit: An additional insured under this endorsement will as soon as practicable: rr a. Give written notice of an "occurrence"or an offense, that may result in a claim or"suit" under this insurance to us; "` b. Tender the defense and indemnity of any claim or"suit" to all insurers whom also have insurance available to the additional insured; and' m c. Agree to make available any other insurance which the additional insured has for a loss we cover under this Coverage Part. 2. The following is added to Condition 3. Legal Action Against Us: AIN We have no duty to defend or indemnify an additional insured under this endorsement until we receive written notice of a claim or"suit"from the additional insured. 3. The following is added to Paragraph a., Primary Insurance of Condition 4. Other Insurance: If the additional insured's policy has an Other Insurance provision making its policy excess, and a Named Insured has agreed in a written contract or written agreement to provide the additional insured coverage on a primary and noncontributory basis, this policy shall be primary and we will not seek contribution from the additional insured's policy for damages we cover. 4. The following is added to Paragraph b., Excess Insurance of Condition 4. Other Insurance: "' Except as provided in Paragraph 4.a. Primary Insurance as amended above, any coverage provided hereunder shall be excess over any other valid and collectible insurance available to the additional insured whether primary, excess, contingent or on any other basis. In the event an additional insured has am • other coverage available for an "occurrence" by virtue of also being an additional insured on other policies, this insurance is excess over those other policies. 4. 2. FIRE, LIGHTNING, EXPLOSION AND SPRINKLER LEAKAGE DAMAGE TO PREMISES YOU RENT If Damage To Premises Rented To You under Coverage A is not otherwise excluded from this policy, the following air applies: A. The last paragraph of 2. Exclusions of Section I - Coverage A is replaced by the following: aa If Damage To Premises Rented To You is not otherwise excluded, Exclusions c. through n. do not apply to damage by fire, lightning, "explosion" or sprinkler leakage to premises while rented to you or temporarily occupied by you with permission of the owner. A separate limit of insurance applies to this coverage as described in Section III- Limits Of Insurance. a air Includes copyrighted material of ISO Properties, Inc., with its permission. CG 84 16 12 03 ISO Properties, Inc., 2003 Page 3 of 9 • 12. BODILY INJURY Paragraph 3. of the definition of"bodily injury" in the Section V- Definitions is replaced by the following: rr 3. "Bodily injury" means bodily injury, sickness or disease sustained by a person, including mental anguish or death resulting from any of these at any time. 13. WAIVER OF TRANSFER OF RIGHTS OF RECOVERY AGAINST OTHERS We have the right to recover our payments from anyone liable for an injury covered by this policy. We will not enforce our right against any person or organization for whom you perform work under a written contract that requires you to obtain this agreement from us. This agreement shall not operate directly or indirectly to benefit anyone not named in the agreement. 14. MEDICAL PAYMENTS If Coverage C Medical Payments is not otherwise excluded, the Medical Expense Limit provided by this policy shall be the greater of: A. $10,000; or B. The amount shown in the Declarations. ,rr 15. BROAD NAMED INSURED Paragraph 2.a.(1)(d) of Section II -Who Is An Insured is replaced by the following: • (d) Arising out of his or her providing or failing to provide professional health care services. However, this exclusion does not apply to nurses, emergency medical technicians or paramedics who are employed by you to provide medical or paramedical services to your employees. An 16. BROADENED MOBILE EQUIPMENT All Paragraph 12.f.(1)of Section V- Definitions is replaced by the following: (1) Equipment designed primarily for: 416 (a) Snow removal; (b) Road maintenance, but not construction or resurfacing; or (c) Street cleaning provided that vehicles have a Gross Vehicle Weight of 1,000 pounds or greater; sr 17. INCIDENTAL MALPRACTICE LIABILITY Al Paragraph 3. of Section V- Definitions is replaced by the following: 3. "Bodily injury" means bodily injury, sickness, disease or"incidental medical malpractice" sustained by a person, including mental anguish or death resulting from any of these at any time. sir The following is added to Section V - Definitions: 23. "Incidental medical malpractice" means injury arising out of the negligent rendering or failure to render medical or paramedical services to persons by any physician, dentist, nurse, emergency medical technician or paramedic who is employed by you to provide such services to your employees, provided you are not engaged in the business or occupation of providing any services referred to in this definition. Includes copyrighted material of ISO Properties, Inc., with its permission. CG 84 16 12 03 ISO Properties, Inc., 2003 Page 8 of 9 City of Renton Contract Documents for las Rainier Ave S (SR 167)Improvements Project Phase 1: Shattuck Ave S Stormwater Bypass V. REQUIRED CONTRACT PROVISIONS FOR FEDERAL-AID CONSTRUCTION CONTRACTS it L iota imp it L L L L L Required Contract Provisions Federal-Aid Construction Contracts FI-MIA-1273 Electronic Version— March 10, 1994 7. Gare ; 1 21. Ncsidm ntoi 2 moo 227. Ntr9S-egregalad F 7V. Payment 31 Predetermined Mirrnum Wast V. Stata monis and Payrdis 12 Reoord ol Mas#aa, SJpalree,and Lar 14 V2!. SiJOaltiig s . ritiaCoitaof 14 V.221. Safely:AciAent Prevention 15 X. Faise Sth flarlIS C71- HyPta 16 X. Iniraernentaton sal caan.A.1 At and Fadaia Water Poution Contd.Aot 17 XI. f:;.a-tf:cation Raga-thn nait SJ.SpixiSCrl I ne:eg My,and Vo..inia!y EXCLISiCY1 17 X2 . Cart fcat 6i"Regarding Lea of COrltrinl FL171:iS for Lobbying21 Attachments 111,1 A. Er-r-toyinant Prete ie'GU for.A.poa atnian Contra:1i(inr...-Lided in A ooaa:".n ian eantrazts..orPy) 23 I. GENERAL 1. The lie Santrac.1 orovens sita. rioy to a:),WO trariormati on tie ha >se rilra:rfor's oevn organization and win tie issistate of workers under tie r:ionlraelioi mrnad ale SJperniendanea a-di:7 a f wo,K.Oe712177.-nad on he Get-ti7ast oy ewyk,station wort,or try Stif.1:0 ito 2. Ext cc otne wise provded to.m aari seclon,Ina cantraelor sna.;i1Sel 1eaen sdnteet a of tia Stb-SA ons oo'd iisdn hese Req.kad Coitrart Pmvsions,and Idaerreqt1ens .jsoi in-any'cows/ 187'leJbcuitra:1 ttJr:;nase ordss hat may M tom tow ea made.7tv Req:Jired Coritrad Provieions cm:not be rorated•Dy-Teleran:3a in any case.The prrTra C'xiirentor cna Oa-a SO,ons,ae for oomplianoe by any si000ntraetor X'• osnrertssers;rriaMraebr win tnese Ragorad Contael Provaoria. 3. A ersteon of any of the sility..hations'ea-it:3719J m hese Re:41 ied COil:eci P^ov , :re S-111 7:;:ell oaiic ibr 1S-11:9altrl of ha 4. A or staen of the tor.f.virrj ruses of he Reqjied Contra:it Pro,..Thions mayaso Lie groxds, torJeiarilac otos dad in 2'D CFR 5.12: Seel in I,lrarargra:A 2; SaslotilV,o 'aTe trn s 1,2, 3,4,and 7; Sod on V,rioragraons 1 and 2a fir:J.4n 2g. Rainier Ave S(SR 167)Improvements Project Required Contract Provisions for Fed-Aid Construction Contracts Phase 1: Shattuck Ave S Stonnwater Bypass July 2009 gar +wir 5. D:sau1<,r a"sig out of the aaar✓landsdS provisions of Stct:on I'v`lex;e;ot paragra t 5 i and SW.31,.x1 ul these Feq.a=ed Coit a.t Provisions sfra not as z it to the general dispute rause of t fs o ttra:;t. 5uun d:s;rutes shai be.esoI ed in ec arum Mtn tira prmedures of the t.a.L aa•tnlanl of Labor(DDL)as set tali in 29 CFR 5,6,and 7.Disputes ww^i'rin t`re mean'ng of 1n.S C.:a ust1 inaiude d:s:awutes between tie rIa -ar(o-any of< satcorttaciars and he oantraatyng agen,:y,tie DOL,or the CDntractx's em,a,oyees.a,tri-o:wabrea ant-aty tab. 6, Selection of Labor: During t'na Perio'rrtiano o1 this arttra•ci,ir-ta oantaalor shall not: d •n:nale against•ador from any other Slat?,baa+_;,svion,or 1E,T11Dryoithe Gn tkd Stales t:ex,at tar a>tra oynwrtl weleren,.e to7 yaaa a h'ia,l 7.".:o117aols,.d rr=n r eto,vabie,as specified In Attachment ,or a. errromay oo:ry of-a;o:r for any;su nose within he'mita of tie ox =ct>rn ess if is za.aor performed oy conv.-ls'Arlo are on oaro e,=vu revised reease,or frrodabu•1. Ii. NONDISCRIMINATION .moo:-- ba fa air F,adwa`-ad const*uot=ter .ontra::ts and to ao xo:ated suoc niraals of$10,030 1. Equal Employment Opportunity:Equal e•n:ioymarrf oaoo tunty(EEO)requi,ieinertts not. to d,:.•..`Irnate and to tare afhmatva aol:,an to ass:re eq:aai 000rrtunityas set forth under 1rM1 a a,exs otve o ra, 7.1,2s,mgt atiorrs 28 CFR 35,23 CFR 1630 and 41 CFR OD)and orders of the Secretary al Labor as n vy.Ji ed by the pro, suns prescribed herein,and •naosed,j,aJant to 23 L°.5. -. 1=1O alta:.7a71-ttJte tr-a EE`) - ,J s:aar.f,o af1^-nataro acl:ayn sfandatds 1.r>the,..o•rtr redo✓ pro ect aztiviles ander his coil..aaf.The Equal Coo0121<.fjy Cut:Aru iso r Contract Speofoatonssetfolnunrder41 CFR OO.1.3 and he :1 ay.si71ScI f'iO A111a :oariusala<ts=,Aot011900 42U.S.C. 121'91et`-3.iset lorthLinde.29 CFR 35 and 29 CFR 1_+_:1 a s/11:33,110`Vied ay _te ,.n.•e in his•_ontiaot..In t°l.e.r,:=eouton of firs contracl, tie co actor areeatacomatywi.rtneloirow•ngrrcn.momao -tv,r€qu :inentactvm aof EEC: a. The oont act.✓wit.sora Win tie Stale hsg*rww•ay ages y (3 HA)and the Federa Gov=r-.itttre.itln,::ar'ying out EEO oro,gat o,ns and:n t'rei ._w+e.w of hrs.hor aotvties under tyre oontra t. 0. -le obil,aotor acceol a.,nc a1:nj poIioy lh t f o arng statement: "It.s t wo ba.::y of t i.:C:or€-toa y fo a'-..r;=trial asci`Lent.a 11 emooyed,and'hat em -cry__aatetreated du t enooymssrrt, ww snout=:.=3ard to t:nc. .a e, e"'3 Win,sex,d:a ,nalonza or 1,aye ► o d-aoiN. Star acton s*r.a. nc,:tdo:orrao,.oy..nrent,upjrad ng, deinoio1, :.xt-ansie; resTuitmeitrat e_rulrrentadved ,13; ay=fl' a t l.rral 0'1;rutZt_of bay or olnor farms of co~nostr al o n;and -a—t•a<i So=tia°n:ng, ro ad.i sock" nt..,e-'l:o and r oat-1 re-o5 t ar trig., fit 111 Rainier Ave S(SR 167)Improvements Project Required Contract Provisions for Fed-Aid Construction Contracts Phase 1: Shattuck Ave S Stormwater Bypass July 2009 eV us me 2. EEC)Officer icer. Thea ice:III:ratter wit designate and ma .e known b the SHA contrading bliiiiiars an EEO Officer who w ti nava the-asaerisib tty to and niustbe caa raa of effectively or adni=nista^ng and promoting an active caarii.rado prog-ram of EEO and•.moria must as assigned adequate authority and responsibility`ity to do so. 3. Dissemination of Pettey:AII.menbers of tie aritravtcr"s staff who are authorized 1.0 tr ism .oyer ise,plerneta,and discharge employ a,or«e?no teconvitrend SuCh a iters,, :he-ane substa illiaiiy Mvoived in such action,wit as made fu..y crjn :ant of,and Wt irrideritent the contactors EEO aoiiny and riontractuei responsiNlities to asaw'de EEO in rah grade and _. sosoa..slt'Cation al artiO ayment.To that the above agreement,rqi Ix.)mat the t hrown actions wwr%be taken as a Minimum: a. Par>adic.meeling,s of aLIPelliigljty and aursonnu ,xffi e.ernaaloyeeswili be conducted balite the start of..tar<and hien not .ais often then once every sir=rrOn hs,at which ch I. time the contra tar`s EEO policy and lb am e3tnentation WM be reviewed and eexsr,:ned.Thu meetings W:0 be conducted by tie EEO Officer. I. D. AJ new suptiiii.hersery or PSTSOTITla affice.emproyees wit be gym'a trtor:aug^i indoctrination by the EEO,Offiter,coverng at .naa i r aspects of tie contactors,EEO o.a+igatarei Minh n thirty days ta,rowng tans. r reporting for duty With the contractor. ori c AT persioneral w.ho are engage;ri direst-,eei ustmerit tor thep,^�i oci Aril,De rest ivied by tie EEO Offir..riur in the it•e her S arccudures tar boating aid ititirig xn iot.i.i y g•o up VII POl era. d. is a1. as..a and posters_atting forth the_a it,aGtrvrs EEO.odic-4 w3e a'a_id in areas readily ac issibie to employeas,,applicants for errtpiiitymientand.s Heti.a employees. ip'oyees. im. e. ,..Tie .an1",;eatcrsEEO•is wryandtte:anx .. edu _atotarioernentau:riD T y be arougnt.to the attention at'sma oyees ayrtiaa in at meetings,empioyee handauocs, orotterappipptat 1-1a'is. OW 4. Recruitment:'When advert sing for eniasoyees,the uitoa<tor Willi,nel uie in 4 advertisements for eimpiowestne.notation:"finE•igua O aortanity Ema uyer'Aiii soon .ad ertrserne its, riii.os:placed in a a,.cat an.having a.alga-c ou'at•e*a a.ioig minority vw groups :nthe dee tom which the project work force Vwwniudncrmayaederived. a. The xttilrutar w,;,:unless preir.iiiuded by a via Ti bargaining ag:-_menta _arido t ,systemater and direct recruitment trough pubo:and priville employee refer ad„m. IMP :Sat -oS:Tae y to yri d quarted rn narty group as-.cia ittt. To m^,eel ti;s3.quire:Mirit, t#ia,:.o:nrLractcr swq iiiiderilly sources of loctentrei tt-inorty group employees,and estau.4gi vriittiau*ri.dlate” d _,su7-ap.oedu _s401' trayrn-i:.y>iygrouoaop";:.ants. may ae:'efa^,ed to the co7itsa::torto'eriaroy^ramieco,naderatan. go a. In the event the contractor has a valid bargaining agree>=r nl cir a,zz.ir*ig t_r e. uv=ve °i fig hali _f rid-,hes.exas.h-ed to a_aSave tie troy..:arcs.>_af P1 agireniierit to the extent t°aat the iliflitem crer-ri:tS the _.;a ntra to a oin anae with EEO Wontra:it. rrr provisions.i ane DOL la.uheof that Where-"'1,ae`nentat.on al Sari agnosimentS rr"live ti • illi *Ss Rainier Ave S(SR 167)Improvements Project Required Contract Provisions for Fed-Aid Construction Contracts Phase 1: Shattuck Ave S Stormwater Bypass July 2009 mow IMP the effect of,d,K77711131ng aga.:1 sl 71:1n14Scr'w:ytten, oo4gates the nt,a,:::t,a, 11111 to do the Salle, 51.1S1..•Tip emendation v,o.ates Exec:it:vv.Oder 11246,as amended.) The sontraz.tor enbourage,.11s p-asent wriOoyees to refer in:nor:1y Top el aoptizant:tor ell:;..tKJyrnent.Iniobnatbn and or,:r...el.reswAtt-.regar'd to T_Lig -tor.ty group abbEsant be dssussed wtiempkryees. 5. Personnel Actions:'Wages.,wo7king eoadtthns,and etnp!Oyee De!iiids saran be e.staaEsned and ad ninstered,and betsurria:atdions ol 3ryIyb2, "Tvotudng nnng,upgrading, tensfar,demoton,,:ayoff,and le rm.naton,sna:1 be taken winotil egird to coro rdkgiV1,sox,nal:ona orgh,age or d sati:dy.The Vowing onmed-resslai;be a. The L.,,331'sa:_-ty.wf cord:Jot per.,orStInsbe1.,:risp4e,t..dstas to:ns..re that working oandfons and amOoyee teS do not.",1.1dibate ssriminatory teatmenl side persun 10 b. The C,21*.x.:..ty Pericrdg...,:aity evaluate the spread of wages ba'd wtio eabn assftwatort to dele777171e any eidenm of dsbriminatery wage.4,:srig...as. 10 o. The c.,ontrabtur wfow,u...f;,;;;04:reVew seieded personnd aotceis o depth to determ-ne:#rtelnar them tsewdenoe da:77-rrnat'on.Whe-e eV4Lien-;.n. fadnd,the ptbmpty ta'ics= xsioIssao1on.If ha rewew it:a:ales that ths. drrithaton may extend Oeyorid tie a.:::13ons reV43Wed, sndj Mit at affected persons. d. The ,,o si a'-lcs s omory":;!1Ve:Agate (.-...ort-it.i,ant of a4ged d:S:',7'717114tOn made 111 to the co niracto7 in can"le•Sizo n win is ob galcxis indss t4is contract,wi°,'attempt to ✓ ose socicompants,arid:offJ take a PD'Oprati:1 CIX,!ectve act on:Winn a 'cisoqaoa tme. If the nvesligat:on ndsoalestirit the dtsbr:mnabon may attest oe-sons otter than tie c.)3711L118rIli,soot corsscte a:;ton anti -1,2:Jde soci Oher DirSY1S.U Inn,:::ont.p*to i of eaz:n inve gatol,the:4)1'1ra:dor w;.,,rtiorm every borno;anant of of nis avertJe:i of a po 6. Training and Promotion.: a. The c.,ontrabtor w;;.`atsasi i koz.athg,qa1yng.and noreasog he as of trinorly group and...women empOyt-....,as, and abol::arlti for emolo y-re It. b. Con tint with the.Y.:Yita:::tor:-:wIrkorceTi-xiJ:rements and as p.i7ri Ive SidEl Fede-a',and Stale71..g..1 Hkr1S,the or tntrdo she' make tuuse 01 tra ng :pogroms,I.e.,aoprenr:A:i'le,and on-the-po taring:n:ograms io-the geograpti:::.a ire a:DI pol,xrni-ri:v.IN'te 25 p,a--..ant of aperent,:A:io tiriees n eav:i S.tiar'!oo ilie fr:41)m a,of apt:rent:ash ii,taring h the 4111111 ev,e711 a sora.2...a,tV,3S••71 107 ta o.:ovded under Ina DX/VW:A,tis BJ1.10 a--.7irg•a;.11-we,'be a e'aered as ndkated•ri the spuca :CFCoti,31. ail adv:se em;ioyee:i and rico canto io emproy'rent of aatsoe tran:ng LrY.A.7arrra and entrancefor 01 Rainier Ave S(SR 167)Improvements Project Required Contract Provisions for Fed-Aid Construction Contracts 00 Phase 1: Shattuck Ave S Stormwater Bypass July 2009 110 Err rrr d. The contract 'MT ;.,agy revew tie training and promoton potent'a of Minority group and women e>npysryees and o.". encourage eiig rr e emaayass to army y for rr S0071 t1 raisning and pronrn1 nn. 7. Unions: li the vantr actor ,a s n 07;n par upon un 0nS as a t:.ra*7.le of aartp oy s, the contactor^Aer=use ns/hraestefforts foobtain the c0a•Wratonof socaun:nsto vitto increase opeartu1<t.es rn,.no^tyy groups,and woman wtn:n the unions,and to effect re er.ars by such u1071S Fal minor y and fentaie e771017JyeeS.A :.tuna by he contactor ether dneCty or through a contractor's a..so-,.at n acting as agent Amin:cn udre the brooedores sat. 1raR forth b >ow: a. The contract-J.- .t=.. ua_be_t efforts 1cr devraop,art t:oo,aaraton w•41 tie onions,iF.y,rit. tact:n g pr0•J"aMIS a rfed to •arid qualying ng ro ,771 n r^ty gr000 rnemb rs and women 107 me>nbe an;p in the an;071S and narea.:_r1g tie CK.i s mmorfty c^oJD errrptoyecS and woman so that hey may auat;fy 107 d: rias-oay.rrg e111p"ayrtient. b, The contra:Ay'Mi.u.se best efforts to:,i'..-orroorate an EEO cause "nto each un a-i agreement to the end hal sin amort WO be t~'ontracua.-y bound to ref.aoa."oanie ~~ flout regard to t1e,7 race,ca+ar r ze 3ion, sex,nalk ca car n,age,ori a a-1y. The Oarttractor is to dhtacn information as to he refer a pro dt c..ss and DO 0 :e5-:St the "abor union ssxcerot that to tie extent such ntarcnaio:t, s•arch the ex,: usve rrr aoses:on of the'.a:xar'orlon and sucrf'any amort refuses lo 1uri Sn su•o 1 information to the coritractor,the r-rantraatsrr s.ra SD certfy tr the SHA and s-nall sat forth ,ss1:a9 efforts have b n 7117ide to aetan such d. In the event the J71'011:S.u-1a ce t0 o-:JV,:ie the contractor with a"aas_Fna0,72 co^ '01 71141a'ty and women rete a c w:tn.n the time ,.m t reel 9011`ri he_.a'es>ct's�e bargaining ags_cmccnl.the contractor a;,through independent ecr u tr cent S1107t, 9 the etnca eymentvacancereBard to sac,7:4,07,re.q.a 1, sex,nafierra' ao o j r1,.age.a disaa;.,iy;rhai(mg lot efforts to obtain'loaf f ad arida.'=aua f"a 1e r,1elor;fy group persons and`.omen. ',The D*OL hashad 1.1141..1 1a'i be no excu°::a anal Vie a7V41;«t•,t`i W c',h the ne'1tract.r has,a ca e!utwe bargain mg agreement .r.ev<d:n ior axc-u..v 2-akar a 9a snd to refer n1 n:anty en-exoyees..i In the event union ret*s,a ora t., bove1ts he 007117a:tor tram me4otyrlg t`7 ,=pat o 1s pursuant to E.xecoty x Order 1124.3,as arra nded,aid tcieaa s aeca oroviscms, Subt1 co•1t^actor Sia: irnm xi et ly 7131.1y he BRA". Wra Ii. Selection of Subcontractors,Procurement of Materials and Leasing of Equipment: The conlra_trar S13-.710t d_cr.rrima1e :an the•pounds of race,00 or,Fsa go-r,_ex.,nat o 1a krit.r1, age ordSAO;;9y:n ties ctonandateht;a:lotso ca•1t-acto_, ,rocorementaf +rr► .,Sterna s and eases.cA ego cm1 ent. a. The contractor sria.not fy":a""trot=Sint a so lura ct .acicrs and cisco'•-7J7 •off' r le.7 EEO or at"ons u•tdill" Olt b. Disadvantaged bas.re..a rrt_r a .._s(DBE),as defined `49CFR2.i,s r.a "`live ariva opcaodui ty%to nannotate for and perform sutIco€i1 a:ts'wnrcn lie contractor enters.srlio or Jarilto i'1.s .nuilraci Thecontractor w.u..e n best ti ci._to 0,.01 bids from and to ut. z_LEE..aocorit onto-S .:ubc09t.aato:rs•.utn•tcaec.7 h"qlj Z +war Rainier Ave S(SR 167)Improvements Project Required Contract Provisions for Fed-Aid Construction Contracts Phase 1: Shattuck Ave S Stormwater Bypass July 2009 VIM Irmo rty group and Temaa TeaTellierntafs-an among tie B;n>ayees.•O.: tt"a.;t"o VW ontain"zits of DBE c rstrue:t.Ron f ms ion SHA aa:aarrie. C. The nom to>• uve,tel.best Obis to ern.u.a suboont7a;toe,eomo;ani.w tii thear EEO aXga1.:yts. D. Records and Reports:TV_ si at;ceap seem rem ds a ,res sa-y 10 dosur ens c arrrpfa to win the EEO raga rernents. 31.17;71,74200TdS a taiOe retained for a o v ad of t--tree years toi3Ow°:nrg amaat,on of the oont.:aot work and s.ta,"oe aua,aa 43 at reasolaoie Imes and.oace for;,•neoastion ay aulfta:zed r -ares ntal.ve::of tie SHA and tie FH'a'w':=w. a. There:ordskept by tie aantrastorstia;=dos-shaltIna f.fsa°..+;rlg: 1. The n:rrr.rer at=ri=^t:a=1y and non-t noely group members and we1n11tn erne byed;n earl ww *,sass1ezat t,tet the:aro_ect 2. The arji.ess and etterts being made in Woa..aeratnn napt,when aba3:cad ,to risreaae erica&oyme it ogoortand s Carr Muertla,a and women; 3. The agogearand etta1sbeing made,e7frosttg,h0=rfg,train mg,qda ya , and upgrading m nadty and te>^rlae aritaPoyeaa ;and 4. The progress and efforts oeang made in sevur"ng the arvza of DBE siosontaofors=car subt7,31ttaofcrs With rt-rean.rtgf.a mrtesdy and tem e reaese-stat.on among the,arno.t}ra s.. 'oche so-tt ae-t.rs Vaj suxttd an annua reourt to the pHA ea h Ju-y forme du-atson=_rf tete;erose nt,;nd aIng tie hum oo'of'Ir sooty,women,and no•-m;nur tyrgrmJP a no:.uy. ,s Wurear.11:y engaged:n easti.w+odc...ass1%::a1 on rag. :_.d-1:ythe contrast Thss Aar-mato 4 to be 'a:aort_*d on Form FHiW,A-1391.If of-tete :at tanng s'ae:'1 reguttad C peg.a>rav 5.ron,tie coo-t1-arto*.w: be,se,g4,edto b card and tao 4 tram•ag data. III. NONSEGREGATED FACILITIES App_ a:ra,to of Fe:ica"a-,ad small-SA-71 ,t..a:.;ta and to at,a.iated subsoil-ads of$10.0n more.) VW a. By cacti as on cat tis ad,the e.ies-:tcin of to a conlra i r sub_ritrsscl, ,r the=mextrnafien uttiJa ag ernento ,,u 7.:zra _ ie r,a_abo.nj"ate,t t_ ,add-rr ,Fede.=a nst" Lrh i t•-opt,sofas, aua.oniractor, rxtt u ::uta., ,Cr"rerrdor,as ea a,rr 3h, Cal fes that fie firm doe a not ma nt:a%n or y _w•::iw t_a da e••ntt`s ayees any_eg-egat ad to =1t.s at ariy of° actaa sn .pts,'WA fiat thea f r-r1 Join 'ut osrr-t-it 4e.emzs,rayeaas to o.:a-fa=rt tie r _ervassesofany sston, under atev ti^o,wwrte 2 aegragatedf.aM9aspe:^1ana—led. he 1.m agrees that aa:tach_ff.tsca-1cf_._aio=1 _avr.ratir5rottiaEEO1as aria of tras +11111) ..a rt°act. he f•m PJ tier suit s that toe€rip syee;w . tie del_.i a::uees to adequate fa.,i;teson tie aas a at sex fn.dsay:ty. d. .As used.n Ins ca•tf,caton,the ter m s=eg-eaal:>d t a ,1,a a means Arty we.i,;1•t•racrriat,wwor s areas,rest.ao,rs and wasri ormis,reetaa-arlt and Dile, eaters areas,t auras,and otter at_i.age=ur dress ng wets,carKrng ut, i.r<t..,lig f_auritaera,racy_ai.on c1,. erile7lamment ar=e as,tarn°axartata i,and h:ausrig dao.tea Prov. ed fox _r.tuuyea_ ww tri:.1 t.*= segregated clyetxu .1 is e t va,o!are,;n fact,segregated on the bassos _rt aye,as ar, Rainier Ave S(SR 167)Improvements Project Required Contract Provisions for Fed-Aid Construction Contracts Phase 1: Shattuck Ave S Stormwater Bypass July 2009 wow ow retigion,nation&origin,age or,disattily,because of trabt, rXL custrn,or otherwr . Tho orty exception wit:i t toe the disai) d wrhen ti demands for acsessitPityove,nrrde e.g. disaitied parking). so c. The contractor agrees that"t has otxtaned or".-0o.,tai idantic&carti cation from proposed subcontractors or thalena"suobt:Oxsonor to award of subPontacts oica71Surnmaton of miater soapy agrTi)errents of$10,003 or mora and that A w re4ah sad)cartticatio n s;in 4s hes. *to IV. PAYMENT OF PREDETERMINED MINIMUM WAGE tAopEcaXiefo ai Fiera- .d constructor'contracts exceeding$2,030 and to aratoted suecontracts,exciabt tor broyactstor'..Tailed on roadwaysitasAred as troz,z4i reads or 71171if:minor colactors,which are exempt) 1. General: so a. At me-ohmc:5 and aboriers empeoyed or worVing Jeanine Vi e oi tie work be pad wit:rat T.:hey and not"ess often than arra a week and without ,subseq,Jant dethiction or rebate on any account such bayroll dei Lictcrts s are permitted by reguat ons fin- CFR 3) Slued by the oit Secretory at Labe"Wider the eand Act 140.U.S.C.276c)]the let eMOUrleS 01 wages and Lo-ria tide fringe benefit.tOT cash eourvaenti thereof)due at Ulla of payment.Teo payment-she be computed at wage "'alas not tesis hal those contained ri he wage,doterhen elan of the Sevetany of'Labor f:riereirigtar'the wage deternination")wish :is attached hereto and made a pal hereof,regarditss ot any contractuat realionehro whiT:h maybe SE:aged to ex)si between the contra o As subcontractors and such Taborers and rre:Malic.-E.The wage determination;:inctuding any as addition&ciass4y.:. 091i:and wage ales,s,informed under paragraon 2 oh this.Section IV and Inc Da_poster MIT-1321)or Form FHWA-1495)snit be pasted at ai":trines by line contractor and As sijecOntraicicrs at Inc:Site of Inc WD nt.in a prargriarit and accessbe eace Where can:be vasty seen by the workers.For the p xpoisa of this Secton,contniOutixts made or-casts reasonaby ant-coated to'Jona tide fringe benefits.under Section 1 I0',(2)of Inc Da vre."-BrirZri Act t4:0 U.S.C.276a)on iaf of aboreris 1111 are 7/x1:i:de Ted wages paki to such'aborers.or 7Tteorvill.,:ss,BJL,v71 to the provisions of Sectors IV,paragraph 30,hereof.Ai.:Fo,for(ie.purpose of th:is Sad an,regubr V2.1:71hbutcris made or cast it17:L171-A Icr more than a weekiy .period-telt not ass often than iguadarty)under tians,funds.,or pograms, 4111111P '4'er::;t1 VZIV3r toe..barlicuar weeky oehod, are deemed to be ci.rystmci"-yey made or TIC:jrrej Jung such weekly-pienod. Sun,iaborers and r-rneonaniss sne.134.2 ssad the axon:weals:wage Tat and frr nga Dr,171diN on he wage dela ninnotion tur he CaeStti ,,on of WO*a:tray performed,withait tiot regard to except as ,provided ;n paragraphs,4 and 5 of this Ssxd'on IV. LaIta.'W:B or rre h Ants performiiing work:in more than one ca Hsit-cation may :Pe-compensated at the rate speCtiad for each Ca is:ST:cat:On for the lima acluaty worked toe re in,:provided,that the empbyers irJayroV records Rainier Ave S(SR 167)Improvements Project Required Contract Provisions for Fed-Aid Construction Contracts Phase I: Shattuck Ave S Stormwater Bypass July 2009 *Of •i. accurately set forth the thne:spent:in eabh cites:aft:atm in wri.t:;:h watk periormed. rafitygs and intttptelatrtons aline Davis-Sao:3h Act atitd Pala-led acts contatned in 29 CFR 1.3,and 5 am herein taeorporatd by refemnee n tie varttrent. 2. Classificatian: a. The SRA contra:ding office-'she;require that any cess of aborers or ma:Aar:fr.:a. SIP eyed andel:the 71Di elecJ,itt Viewap delerth:nation,shaft be dass'Ated contxrnanbe with the wage deterrhiriaton. b. The,borare:ting ioffitcar ShaE approvie Lals IWap rale and hinge bendls onty wnen the faibvip:eig cri•teita have been met: 1. the Mej*, bfi P9riarrited by the additionai ITegJe.led is not: periarrned by a d'ass'itrAtibin in tie ae detorminatian 2. he adrittianatc'assftatr.:in s sA zeJ i the area ay the banstutdion industy 3. tie;Imposed wage,rate,tincrading any bona fide fringe:benefits,bears a TEIZAS0141:08 rdat.'tionsitttp to the wage rates citta 01 h wage deterninaton;and 4. with rewad to haailers,when soca aciassif"Akin prevais:in he area'•tri whiCh the Walt perbrmed. • R the or ado y stibbantra:Auts,as apbrwrate,he LaboraS and mechana 4. inc..1wn)to be ern.atoyed i:rt the add essift:::atixt or that'.'epresentt'ves,aind ti e contracting offcer agree 01 ite.i;4SSIGHLY.1 and wage, at ,frrit..-.4aditig the A!TOunt des-ignated tot fittrtge beitlett-VittiVrf)appropr4te),a TEIPA ol he a:1ton taken shaQ lie sent by tie ooniractrtg eftc..er to the IDOL,Adntinistatot of the 10 Wage and hair DiViSbn, Ernaoymeril Standards Adntnistration,WaShriglon, D.C.23210.Tirti3 Wage and Hour Adrntnistatar,or a:71 aothortzed rearesentairve, wriL approve, molly,tx d•;saPPIOVe,t::.,V,Erry .1.14.bri cas-,,... te•Stt on atton dlI iu3 Jaws of 7S`,..;ept and so advise the contracting officerm w az.„11.fy tie cx.mtracting pit btr within the 30-day per:oid that•addtand time Isnecesswy. d. Pie event the n aterr sgbbanttactors,as aupmiar.:,ata,the i.abaters or tnia.:hant.:S,to be erniitoyed tt he addiitionat or hair rooresentat.ves, and the bontradthig officer do not agree Orl tie proposed eassf,icabon.and Wilge alat•-ttiblating the amognt desitgnatd kg'ttesge betvgiiits, iasatiti. corrtrajing officer tali refer tie doe-stuns,cic jdcig the views of ai'nit:rested parties arid tie recatrithendatiott of the CIJniraeting officer,t.i he Wage ad Roar Ad rrtitt'istratJt,fry dulBrrnhatul.,Sad mitrustratot,car sin autihrared retItesentative,w ensue a deierrninaton wthr:n 33 days Of!inapt arid so advise t'10 bontracting ioffr:air car w notty ther...-onttaLtrigoficc who the 33-jay Deit.,,,:xj Rainier Ave S(SR 167)Improvements Project Required Contract Provisions for Fed-Aid Construction Contracts Phase 1: Shattuck Ave S Stormwater Bypass July 2009 S .r .r viii tna.alit-and time. necessary. e. -he wage rata(in..,ud:tg fringe belaet 'where appropriate)determined pursuant to paragratah 2c or 2d of this Becton 1V :hag be paid to aii wwto*.e^P81o7rrtng to work in the addi orta"ezs fi aton from the first day ori which'Nor* s performed in the c ass:l..'j"ation. .. Payment of Fringe Benefits: r a. Oir arrever tie mint twain swage rate are:ionbod in the contract tor a Class of'laborers Or mecrinanas includes a f7,11ge titualit w iioh.s not expressed as an nour y rata, lie oonir a:;trr or subcontractors,as aper gpnate,that eitrie.7;may tie"benefit as stated in lie t r .«'a.} det;;^ninat a.h or ,:,ttat away another bona fide 1...ige benefit rr an hourly :a e equivalent thereof. gm b.. It the Contadtor ta uoontraotor,as aptitro rate,does not mai ts toe oayin na t.usteeorOther third oer on,netie may oonsider as a part of the wages of any o'e o enen the amount at any coststeasonauiyantea ate=d<rt rOVA;=a•g Porta fide(Mtge benefits under a pan or program, arovidei,that the aecrs k ry at es Labor hasLound,000n the wniten request Of the contractor,tot tete apo' ate standards aline Davis-Basun Act have been met The Secretary of Labor may raga r-e the contrarior to sel as de in e separate accourit assats ter the haat rig-al oPtgations under lie;.tan or grogram. mit- 4. Apprentices and Trainees{Programs of the U.S.DOL;_and Helpers: a. ,tapir.asntl e+s: Alit 1. Auer-entices Wig air:ser :rotted to'Atartc al amass than the aredeterrn ned rale for the w they:performed when they areemployed pursuant to and individual 0. r»registered in a bona tide aper ttesfrtip orAM registered the C= , Emptoymenl.and Training n•g.A m n°strat in, Bureau of Aou e•ti esn a and Training,orWith a State appretti..esnp!agency re:agntzed by the Bureau, or!it a ae sai is mp ayed in h t.'wor first:.;J day'S el probationary ,:7).P y.T ehl as an ver a prent .e to such an apprenticeship program,'Who:,riot,"tJ v;iu ry re_gistared in the o ogran ,but ww"10 has been Certified by the Bureau of;kw rents 7 sr o and iia i n g or a Stat:a.pprenticestia agency lwv^'r re!appropriate)to be-r.igigibie too !probationary ern,oyrn< las.antcoorentl . err 2. Tie a:xavaoo:ratio a 1 apprentices to ou-1eyman as efrt.}oyees on the ao visa n any craft c-essit.1at-O a snag!:not la_g•arat_ar lien the rat,e porm;lied to the ::ordradl:ar as to tie entire work for under the registered program.Any IMP employee fisted on a Ipayral at an aoo'rait;e wage Tate,"v,t.a r"i sl reg414..tr4d 7- otherwise ot: ;rw se emOcy td as slated above,shag be paid not loss than the appige tye isaga rate!fisted.n the wage det_ rrgnat:on for-the hassf cat,on of*4wtk adlua°"y Performed.In addition, any baa u:"tt de to afornn=.ng ww•e x on to ab tide ;n exDess yr of the et o!permitted under tie iregateried pr=ogram.,nag be Pad not _sa than the' a i atie wage rate on the wage dastr.rri halon kr the w•o'ir;tua',..y pal-311110d.Wrie ,a!pientraptor or su.au it actor i;_oe'90 m og constrjzl on on a oix•1,.i a 1..u"ty other than t='tat.n'6ihi_iii it.orogen i;S reg.st_ Cd,the rat':as to and wagerateK,,a p _...ad •n:o _ntaaer,:if the eyes hourly rate:i vitt Rainier Ave S(SR 167)Improvements Project Required Contract Provisions for Fed-Aid Construction Contracts Phase I: Shattuck Ave S Stormwater Bypass July 2009 yr 11116 411111t spec tad in Pie contra:to r's ysJabontrazifor's registered ii- am sfla be observed. 3. Eve y=Trent:pa MLISI be paid al not'ioss than the Tate•pec.ified in the registered program tor the apprentim(s',eve of progress,expressed as a percie.itago of tne PJ 11- 4 hour y rate specifed in it ape iiriiabe wage de4ermination.AferliO.S.4 vial'be Dad fringe benefits a opordarroa with the ZI'D'st.4i0qs of the apprentioesh:p prop.ram.It the apprent.cAoship program does not spool),Inrige benefits,appreritpus mist be paid he 1u amount of fringe benefiti listed on Inc itrage determination tor trii9 axe hp:ail-a past1 aI pi lIthe Administrator-fa the Wage and Hour C'N,t,U1 dete:71171eS hal a ditierent brad:tie prea iS for in ary,,Jfic oat abate rri ciiasislibetio 1,tinges shae be Tit id in aboordatoe win that deferrariat . at. In the event Pie Bureau al.Anereritsesif o and T7siining,or a State eporenticRish)p agerty repogn.-zed by the Bareag,windravis psora al an Olt aDD reitiposhib program,the ;-.-,:aritrabiliar sabDoritrwior wI !la iongor be pv-rretlei to otiiize.apprerittes at ie.:is than the pr,....dotermined rdla for the Tio riparabie work performed by Teg Tiler empioyees orit an a:Yr:el:dello irag-HTI:a attraved. b. 77a rags: 1. EV:8;A as provided n 20 CFR 5.1.3,traheets "it'Eli tie Dermited to•work.at ess Ilan lie aradeterinimed tale for the wori:Derlorinad Liniess they are irTip,:oyed tiraiait to andiirr.i'vidi.tayrii.kig.stieredri a program with has•78,7.;Si'ved amr ap:;:rc,4,evidenced by tormai lioation by the CO" Ern ourne nt and 7 ra ng Admin strat.on. 2. ."7:na at i d tartars to ii I-yma n-eve,orriagyeas antt Fi as,rtei sna not 1F2 ifill ireJtd han Dem-iitted iide tie p a I'1w:roved by t ErliabyTtel an=d 7i-ening Admin slratom Any ampsled on lie aa ral ala taiae at who snat reg,stered and patio'Dating iri tram rigainaaaoad by the mbioyment and -raing Adr-ninstratibri snaii oe paid not esa than the abeipiaae wage rate on'bre wage de-4er nination far the,i,iassiti,oatrin at V6,37it aotgai y Dertarned.In atition,any trainee Telorrining work on lie ia‘ti stesn ,vntthe rata berated under Pie registered program sn'Aii De ai1JtetnaiIHa .aaJalJIIisag9 deite-nnation farIna war. aDlua'y De-tom-led. 3. Every'ranee ma at be Dad at not 'ass than he rale saebted the aboroved program to.r nitner eveDi tr rygress,expressed as ea.roe nt-J ge of Ine eVi3 noir Y rat soebified'in the a oosabe wage.dEbIfnittial.77a773€*:eiaPe pad Irrige biriefis ru aboorda hoe win Pt prays an of the trainee program.If he trainee Program does not rTle innge icieM tale-9S S`lai. Dad he fa' ant int ol tinge beinett i iisted an ire wage deta-M"natO71 -11•S!2.5,tie.Adm:nustaiar at the Wage and Har Dv son determines that-here S an aoprinteiesnip program assoc.-a-led wisine:amiapj,J n. oamy 1iln wage.rat on h wage di.itern nation'ohrl.";1:11!'aVide?.,tar icS5 than fa:fringe DWIVIA.S fa'aprentioes, r.in base si.mn tranoes ve ha same fringe Penalises aporeritbers. Wit WA Rainier Ave S(SR 167)Improvements Project Required Contract Provisions for Fed-Aid Construction Contracts 40 Phase 1: Shattuck Ave S Stormwater Bypass July 2009 lie Or rim wir 4. In the event he Employment and-a..aing Admire strat on swqhdraws aiprova of a t a.r:ng program,the contractor or suPpontractor wwM iongeT be peen lted to ut e trainees al ies i than thea ;y_.ab.e oredelerm.ed rata for the wait performed untie an aFaopptat grog ani rs approved. f Oar=: Haan s Ad be perhiitad to waken a pr4ect if he rae;oe mit classificalbn.s soaci d and d,f +ad an the avo cah 'wage detamtnatwan ar a€ei Poroved ou-suantto the onfo a.-ioo procodare sat forth Ln Setif=:n ('1.2.Any wo*er w stad on a a pay-rot of a hotoer wage rata,ww^ha gs nota hetpar under a approved definition, wr Via'."Oa pad not ess than the a . ...abe wage rate on he wage deter-finato:sn tr tea caassiicatsan of who aot.aal.y velamiod. rrr 5. Apprentices:and Trainees(Programs of the U.S_DOT): ,kpprent:aa and tranev-ww+o1ing under ape•ent.os{r:o and cKA tra•i ng programs wsIZ39 'have been cart==tad by he Secretary of T ans:pwortaton as prorrrothng EEO n corrnzo-aton win Ir Fodora'.!-ad rgi ay const'futon p'agrani era not aoaa fto he requ re fonts otziarag-a:yh 4 at tris S wothn IV.®ne stagrtt Itme ra eywage rates tar ao brentoss and trainees under Such programs w0 aie esta :stied by the Pa-1=w programs.The rata of ape?entices and t a.naes b;;au7haayrr n•lira; not be great,loan permitted by he terms of the oarl:euar rra P`ag'xt^ . 5. Withholding: r1 TrseSHA sna:Jaa'h.t ownn at;t:39 upotwr,llan requestotanaJtnCrcad asusoriatNaa �i ine DCL winncyd,or pause to out wwdnna=gid,173 11 tro contactor or sua::o°atraelor under Ins trontr.ael o.any,Sha-Fedora contact wwif.h th_ .,:a^e POxae sontracb,, any ottsav F_dor a:y ass:stod contract sub;9C1 io Dav s-Bacixi p _va•ing wage rag J7eMeltS haof by the same Da m s contractor,ttractor,asmuch of the aec^ued payments or advances as may Pe cons dared nac ssa y to pay at...1,7,7's and•rriechant_s. .rhu,u i:rtg aop ontoos,t.a noas, and herr icirs,e mproyed oy tie_or tra:la or any s..a:a:anlrac..tcr tie to''amount of wages ow e4:11E-Nd oy the contract In haevent of fa'ure to pay any°.abora.rs;;mo" isn:c-, .rt rthng any apprenIea,t•a-roe w !leper,am oyed.o.ww o:+c•:rig on the s?(e of the ware,a',°or pal.of the wages raqsred ay ho contract,fiaa SHA contacting oft:az.may,alter•rw•rlte'i not ca to trio ->ant.actor,take s.ae'a acton as may be ieoa_sary ti cause trio suspension of any t.rtria;- wrr payment,advance,or gua•ahtee sof funds uni. suet v. 3t.:ris have ceased. 7. Overtime Requirements: eis' •,o conl-a bb 7-or sup:rolf.a:1:r contra:trig fa arty pal of the contract W:ric,w i:eri may req..''a or a.'iv sv=_a t is=mp'..oyrrisrt1 of.aoro rias s,m a.:iia h,v s,watchmen,or guards I,1,:_ring apprentves,f;ai.rieas,grid 1ene-s d,s_..jrJ '*h:iar.ag'aohs 1 and 5 ao.as4)aria; sa:a-s,.a,r ra'.'nt any Yap:r sr.mcircrta h:,watchnan, mord,1i any L'wor w?ati rl ws h.•;"i arnaoyed on sue'-1 .moors','h ox_-o.,s<of 4:1 lours,h suer mow ,xw e K J I:e ss 2.1:39 iao.ore°,-'rciermm tie,watchman,0'guard ece;ves camoansat'Slat a rale riot ss tiara:Dna- and-Ole-nal t..^h:;;_ i s,ri e eas.•e,,rat:, of,pay for a; Tauri ww•et'nsd ,n excess of 4 0'tou-s Fri — u i'moworrmowo MOP Rainier Ave S(SR 167)Improvements Project Required Contract Provisions for Fed-Aid Construction Contracts Phase 1: Shattuck Ave S Stonnwater Bypass July 2009 war Nig 8, Violation: Lialiity tar Unpaid Wages; 1..ludated'Damages:In the event Of any violator)of he C:ALIlie set forth in paragraph 7 above,the,:;ontradUr and any SLIb=liTad.CY TeSpOISaile thereof shall be Nable to the effected empiloyee for hlsfner onbad wages.In additon,soth contractor and'su.'roaontra dor tiabe to the bated Slates the case of wo done under oantra-.1 to the D:stilot of.Cdumble ore lerrrltory,to such Disth,d.or to subh ter)ritary) for loudated damages.SurM liquidated damages snit be complied wth respect to each indl3idual laborer,meChant,-4,-alchrhan,a,guard OmOoyed M e1on of the clause set forth ,paragrdon 7,in the sum of$10 for each ceandar day on'and)SJ1 extripbyee Was reathed or bemilled to wont in excess&the:standard work week of 40 hours wlthol payment of he overtime wages requilred by the clause,set forTh baraTabn 7. 9. Withholding for Unpaid Wages and Liquidated Damages: The SHA vat upon its GAM actort OT joan when retrjr3Si of any:authorlaed tlift representative of he DOL withhold,or c7-ase to be WU held,trim any:monies beet on account of work Derfarrnad by he contractor or sUbcontractor under any such contract or any other Federal contact with the same otme oontractor,or any other Fedetally-asslsted contort:subped to the Contract Work Haws and Safety Standard",Act WakA s fled by the Mai sarlrie;rime=tact:a%soot sums as may be daterrnined to be necessary to satisfy any ilabilles of sac))cmtractor or subcontractor tor unpaid wages and iodidated damages es brov.ded.L;')the clause set forth ln paragrabtri S above. V. STATEMENTS AND PAYROLLS (Applicable to e Fedora-ad constr..rd{y)Contract,exceeding szan and to erelrated sum:antra-Lis,excool for troiecta brested on roadways classlted as bc.,af roads or rural r..toectirs, wnlch are exempt.) 1. Compliance with Copeland:Regulations,(29 CFR The 0ontra:10 she.campy Win the Cooeland Rec,b4tt ons of he Secretary of Labor whk:h are herein incorperated by rele-erroe. Wit 2. Payrolls and Payroll Records: a. Payrrolis and bask:retoords reefing thereto snag be:71Di.it-fhtd by the contractor and each :suO::*ntharc )r darlrig the co xse of the work and ore:i.ErVIA for a per4.3 of 3 years tom tne date of corn:Vet:rah of he contract Ix all laborers,rneCriartcs, aporentces,trainees,WalthrnD71,-11Dtia7S,:ard quads woklrig at the ste of the uI b. The baro: records sria{1,contam he71..3"re,socast secuty name%and address of eachrsj. +I*7nP!,n 549a;nia Or her hoSqy at Of vfzages pad ncj-J rip7iieS of cot thb Axis or cost albloated tor bona Ida t inge oetnett.jior cash equivalent hereof the tyoes dascrtbed rn Sector) 1(by2)(S)of he Cases Bacon Act);dilly and w^eek.ly number ofno:17E waited;deductons made; and:acLia wages bad. In ad:Mon,to7A{..baectrai Contacts,lie bayr{il records ,SnaIi contah notetun whether the employee does, or does not,notmay:reside ln the Rainier Ave S(SR 167)Improvements Project Required Contract Provisions for Fed-Aid Construction Contracts Phase 1: Shattuck Ave S Stonnwater Bypass July 2009 ":.abor area as defined in Attenritent A,paragraph 1. iev-'tie Secretary of Labor,pursuant to Section IV,parag rabh 3b,has found throttle wages of any !atibrer or mechanc nciude the amount of any costs reasionaPynticq..la fed in providing benefits under a Wan or program described in Section 1(Wt(2)(B)of the Davis Bacon Aci,the cr.:rit'e'tor and each sub:yuntactor shaii martian records which show that the v.:thrum:17nenf to provide sucti benefits is entarceabie,that tie pan 07 program is thartciay resbonsbie,that the Wan or program nas been communicated in VerrtrIg f0 the )OrreOr mechanics atiectd,and she the ODA VIII anticipated Par-try..4 actUa VDstnJm3d n providing Periehrtractots or satx.,,ontractors anwoying aux-entices or'Ira negus under aboroved programs iif maintain ATrItill evidence ot the regsl ration of attorent.ce and trainees,and ratios vat and wage t ales p re bed rn the avoic aixe wm ogras. (..% Each cwitractr and she si,eacn Aaek i Which any so tti 7,e(d. wont is performed,to the SHA:resident eilheer a bayroli of wages pad each of its emptioyees(tncU:ding wienlicea,trainees,and heaa,desc.ttr bed in r*. c...ton IV, paragraphs 4 and 5,and watchmen and guards engaged on WYd...rtig the preceding weert'y payrW!period).The payrol submitted she set out acc-Jratay and comWetay at of the inforrnalon required to be maintained under paragraph 2o of vim this Secton V.This information may oe suomrtied rn any forth de Sired.Doti:ma' Fami WF-347 is avaiabie for th s OJrposs and may be arc-hosed tram the Superintendent of Document(Federal stock number 023-005-0014-1;1,U.S. Government Prrintmg Off ca,Washnglen,D.C.2)432.The prime :wit mlor is responsible 107 the SOIYOZEOT11 of CO,LiOE of Derails by a d. Earn OLE1y70; be accon,ban ed by a'Slat MS 11 Of CO.TQURI::41,. sited by the C011reLlor or:11.15O:Mtar314.1r or11',4,,,'her agent who Dilyra or supervises the payment of the p .:,:0'19 O'rOnyOri J rider he contact and snecertify the folowng: 1. that the payrr..if.for the payroasrcri sent4ins the •tilior mat on ra4w,ed tooe manta:led ander paragraan 2:21 of ha-Section V and that.".....„1,,r,r1 et-motion s correct and route; 2. 1114 such Fat:tore or rrier.;71aliz iCod9g earn heiper,actp re nti,or..r,and trance) ethpoyed on the contact cis'ng the btlytioE petiod has been pad he fu):weaky wages earned,Alio./rebate,eller,drecty ot Md.rectly,and that no de:id:to:Is have been made ether direct*orindirty from the If wages earned,other than perinisstwe&As:tans asset fifth to the Raga alerts,2,3 CFR 3; 3. hal ea.-in aicrer or 91-3Vial has Peen pad not ess hat tie a oe,cao e wage toe tale and fringe beget:1s orcaci eq.tvaant for tie'Lass:trout:xi of w:rxted perionned,as soe ad:ed nt e aaiepi We wage delerm.hation Mcwoorele.i,d Mth the conted. 111111 e. Tia wesrsJonitstt to of a oroperry exec:lied cerificat on set twin on the reverse sde of aotonaForm WI-?$7 snai.satisfy tie regikement 107 SLID'771:4,:i,',11 of he St-llama-110 f Como ri-l'irra'-VW] r;s1 oy.oaragrabh 2d of this Sudan V. vie 3 low Rainier Ave S(SR 167)Improvements Project Required Contract Provisions for Fed-Aid Construction Contracts Phase 1: Shattuck Ave S Stommater Bypass July 2009 I. The fasPoaton of any of the above pettical•.ans may subied the DontraoloT OT C7,71ind Dr0S43,01.1tbri under 15 U.S.C.1031 and 31 U.S.C.231. f. The DDT/I-a:dor cr sJOMrit7actor shall make he Issobds 7eq..bred 1.11:1;27 0.ataTi101 2b of tis Sec:ton V avaiiable tor ,is,,Decflan,copying,or Vansorvtion by aoino7=zed ,Dpresentaltows at the SHA,the FHWA,,or tie DOL,and she Dem/A su31 :ep-resentalives to DTI:a w.waw employees woOung 1oJr .on the sob. If two contaptx cr irAint-ablar fats to sdbmit the Two Ired T90:rda or to mace twn It. availabe,the S HA,tne FHWA,tna DX,or a may,aft witen notao io tne ail irSttansor,ap*Dant Winer.,lace soon ion•s as may DS nebessary to cause he suspension of any',Ale,:parnent,advanoe,or guarantee of funds. Fulham-hare,faduTe to ulonft the req.ked reDolds upon Teo oast or to make tiofi rgLonds ava;at../z. may De groonds 11e'll aricipies-Jan.!:to 29 CFR 5.12. VI. RECORD OF MATERIALS,SUPPLIES,AND LABOR 1. On at Fecie7e-ad P....boba:As art the Niebngnway System,except those whbn wov,de sorry for the nata;alian of protabbve devt.--io a at raiebad grade or ssings,Noss,/Whh constructed art a forDeuni or dire:ct atoo;bat0 1.c..._-4ion cantazds,and c.antaots tar wh:DI tie total Is can sieuclan cast for dway and bridge seliS than $1,003,030(23 CFR 35:t6he oontraolor sha'c a. ,Became firrOar IM11 the rid of soebitc mate-ia:s and sJobies contained Fam/ FHWA-47,'Statement of Matar,a:i Und Labor Used toy ContaoloT of HgTvay Constra:.1 cii Imoa-ying Fed:ma'Funds,"p'..317 to Iria ci71'11-07171,911 of wa-C.Jnder this 0071t7471. 1111111:1111: D. Manta n a raced cii fir lotk carat cii a matenasand sJoLiies:a.m.-limed 107 and nDomo-siled M the wo-c,and a'14.-,o ofte t '-.of those soe,ofb mater,as and JULJ.•es isted Di R.rm Ff-fWA-47,and'n1 F HWA-4 7. tirmsh,croon fib Donvieton cii he oontact,to lie SRA residel eng nee'on Farm PHWA-47(ageing-'kviln he data repo-ed i para Tao n lb re.iat'i.e to male7e!s.and sookokres, a fina;smear sjriima-y of a CZYttrWL1 w0*indoatng th Rota.ncruni WDIti0d and the lutawho oil awned. 2, AI tie 13T',71.,3 sonbasty's option,e incr a sing e Teport,:;:ovemiga ,',....:ontraDi WY,: secta-:ate report.-1 tar the bonVa:ty and far oaor sobc.onl-ac.1 sma':ba:KID mitsd. VII, SUB-Lhi;ING CR ASSIGNING THE CONTRACT 1. 'The Dentraolcy slat M10771 with.As DA-1 organzalan cantrabl amoontig to not s s liar 33 DirC4.411 r0"a Ti.,,ale7 oe-bentage spiocAed of he lolar ongnarrt:act, any stles;Hty;tams des-g nated by he Slat SoeD al y itms may or mrt.rmeci oy so:you-lira:A arid fir a710,191 of any SJOI soeD.a berio-ned maybe deducted Porn 4.*.lio Iota'ongzne'cion1.7.aol onto-a ti-.i cr4o Dorna..lyg amo int,of wyk r•431,,LTed'10 irDela7Ted DI he conl7ables':::OW1 crganzatan ;23 CFR 335 . Rainier Ave S(SR 167)Improvements Project Required Contract Provisions for Fed-Aid Construction Contracts IRV Phase 1: Shattuck Ave S Stormwater Bypass July 2009 III0 oiso "It DWI organizratorr slid.be co istr oe.ti ricjdi on ry war:Kw s emplo yed and paid directly by the 74T1e contractor arid ego ipTrte (M"led Cr rented by tie prime cr.ritraclor,wth or'4V:trout operators.Sur.r.n temt does not include ampkiyees OT equipment of a spocontractor,assignee,cr agent at the prime cr..iirrtratter. P. 'SpecIady Items"siabe,-..aistrued to be iiimrted to war:KC-let requires nighliyi s-oecigized knowierige,abilities,or edoionv.rit not rdniarry availat*e Ii tie vat type of contraCting crgai.zations quatirfied and exptx.ded to ad on lila contract as a and m gertera we to be'united to minor VJr,'V.:1;lents of the overali contra:A. 2. The contract amount upon Vetnon the redoirements set forth tri oiragra al 1 at Section VII rambled.ncitudas the coral at malerai.arid 7TlalLtfa:::LJred product-,wmon are to be borionased or Dmdl.KAI':i by the contraciar under the contrast 13,0VLlris. ear .3. Tie contractor snail leash fa)a competent SoDsnnienient orrio ow-Visor'Arlo is employed by tie trim, naafi authorly to drecl berlorl lance ot the work, acicordarir.,ic tie contract redolrements,and is n charge of al cOnStr-ICIOn operations fearri-APIS at AnD performs he work)arid(o)such other of:t.„awn organizational:resources Isoroerv'son, management.and eigirtaertng services)as tie SI-IAntrat.-1.ilrig officer dab-mimes is necas.sa Ty to assure tie perforrnance aline contract sos. 4. No portion attic Contract shat: sooie.t,assgried or otherwise d'sbosed of exceot wth the wrrtteri cariseil attic S f-tA oorilratrriottrzer, or autiorzed representative., and aJi consent when glven ariat riotrc.itE0e Vi':IStJ9d to releve tie SO-AY:LE:4w of any-crs.voisloiiity tor the iff Irnerit attic contract Wrlten consent WP be g.ven on-latter the SH A has a S:i.ired that each sob:brit-act is evrierryir.::d tn wring and trontit C;711a3S n ;').91.:71-ant oroviSions and rements attic prime contract. VIII. SAFETY:ACCIDENT PREVENTION 1. In tie perb-maice of this,.)-Y117a7:1 tie contractor she C.,D-rapy All a app.:catia Federa, Stale,and bcal'laws govern.rig safely,'tea In,arid santati,:ri l23 CFR 635).Tie'-',0'11-a:;1,,D, alai provide afi salegoards,safely devicr3s and proleLitive, edo.orrient and tape any otter needed aclibris its it dat377theS,C.17 as Inc SHA co.ntractig officer may deter-nine,to be reasonao'y necessary to orioterd he the and heath of erro oyri.N2 s tri the::ob and tie safely of trier bu'orir.;and lo o'OtiKt trooerly cionriec:tron Artri berth:rine-be oi thework crore-..,red try the,coniract. 2. It is a cord:ton at this contract,and shat be matte aryondition of itch subcontract,'Arn:cri lie contractor enters rib L.-to-so-a-1110 Ins contract that tie contrardzx and any soocontractor aria not permit any 4.-.)mboyee. ri Pirb7.1131,:a of the contract to wore, n S'..1—,D.rd-Tx-..or '11197 Cal d 101 swnn are uns,anitary,riazardbus or dangeroos Ia is. r rieetri or safety, as deter-Tuned Uld9",:,--ylistruot on safely and!teeth standards I.,29 CFR 1 02i3)promo gate Li by tie S=9,-7.70:147y at Lacior,.n.aocordanice writri .'".Jitirtiori 1,37 of the Coriirac1 Want l'-JJ7S and Safety Standards ACt '40 U.S.C.333). INF Rainier Ave S(SR 167)Improvements Project Required Contract Provisions for Fed-Aid Construction Contracts Phase 1: Shattuck Ave S Stormwater Bypass July 2009 ton • a 3. Pursuant t7 23 CFR 1. .3,it is a o nd1 n of this o,aritra y1 trial 171,B SO:re+tary of La air OT aJttCrrLed reyese-ttatvi thereof, mall have 'ght of ant),b any site of eontract Hai p f ?an a -Ils,petiLl,r:nviestgite Ina matter of sa,rt ;a-tc. 'Mtn thl 1rJo1•m satiety and.tr.>athstandards and to,Nr youtfnsdatesaltriaa Secretaryun:1 Saotc-r107oftile Contraof urea Hoursand Safely StandardsA;t 00 U.S.C.333;x. XX IX. FALSE STATEMENTS CONCERNING HIGHWAY PROJECTS In>o"dsr to assure high qua;;1y and dumas citonstru .on art ooniormlywthh a ptossd parts and ao9 :.,at ens and a'nigh degree of YeciabNity on statements and Yepresentattens made by engineers, ant.a tors,sup.'ars,and r'orrars on Fades€a--ad hignrwa' ,s ,,is,if s a e:ent:a`t al a pas is a r rt xd vw;tn the p,.ra t Daiorrtn the'0 the' fu-notions as tarot air t1ar_agfify,and rntoa.A y as pose.i o. a°r fu fa si4catson,d°stad onorrrsrsa a+s ntaat"ro-sa't7 t•esped to any fa: s rasatsd to ti' o E is a nrsoaton of FedeYai .w.'o ^event any.*1 S,:^rdarstaidevg regarding the sa<-7Jsrraaa of these and sinter,aot:,the ii.A.o.Mng notice snail be posted on aa::h Fodeia-a=d'1ignovay crow (23 CFR 9935) in One Or more caaeas wheys it is raadi`y avis ao to to of be-sans 7..y. rned win the cat: 11111111 NOTICE TO ALL PERSONNEL ENGAGED ON FEDERAL-AID HIGHWAY PROJECTS MIL 13 U.S.0' . 1323 reads as th.,awa: 1M:r f:I eir bend aril 3,t it r,a3jflt Jf firnp;d 4`r.3o d jref tj. te.ift3S, ,of any tate or Tfirnfyy, r y whoeverMitether a person.a vu�J'�i3tt'Jri,!`•irTn, .1.r parii.i3rl,.k,ric;wr.rsg!s Maki*:any raise.statement, i• fasa a representation, .:Lr false report as to the ti,ara,.:-tx:r iguaft fe quantify,or co:rI of the mafer'at ucssad ...r l:ra e s-ed,,qtr trtf3 puanl>!1y or Epia rity.,✓f tie 11'C7;:JY party-mad,".Ar tib f1&'p rer 'rite'.:ter the post i,u rc.3f:f tri contri''tt.:n 14401 trIV'Yi.inMisst".in of parts,w M. .[.i'a..+!""".af!.�nO.5:'+:ritraets.or..:set. f f u«1r1t4r6'.:.f.'r o Cr;Any euof;waay".7 re316..3 p'ca eof submitted for approvej tW fins :]aeon.far4'."Sf Tran cparta t'cru;Tr esrr ikeowArtigly nui,e!s any fatat3 statement.fatse,rup-este.rftation.hese report ais1111 rfsY,Ussd t,frig Chig.ractsr, duality.q ua ri t f4+.. .r cost,cd'any work pe r+'.onr nOed ear to be p+:art s rr!eci,or en afonak: fO?issnieed for. to be ferrieshed..in oionn.i G1!ion with the c ri,ifru'tion of artytitp.,Meay or reicitrrxl prole rdat_g,..:Lied ray tr;s ;e Mret`.3t r',j Tr 3n:s,tr-S.rta6:ri, Vi tr2,Flxar kn'osysrvoiy makes any futse statement y"fa'_a ropnitsti tt:a hen .IL to Ira`().c!in any statement 'r 11t bate.or report submitted pursuant to pilo v'isoeaa:it the =&Jar!aid Roads Ad appross aJuty f, 19 1'6.(39 af:4. 355),as arr!t?;JS d and sits pie,rrierdaj, hn3:ti.Cie t'rn±a..'rt.Itmars Mheat3tL•`t7C it rrttne"_'ILscJ .::rrho:ra th ri 5 y9 ars or 13:n,' a a :"1 111 Rainier Ave S(SR 167)Improvements Project Required Contract Provisions for Fed-Aid Construction Contracts IMO Phase I: Shattuck Ave S Stormwater Bypass July 2009 a +rr rtr X. IMPLEMENTATION OF CLEAN AIR ACT AND FEDERAL WATER POLLUTION CONTROL ACT f tea;; a ao to Fede•. sid(.57ist;uctfxt contrasts and to a5 retated subesotrtrarta of 3100.010-ar mare.) By sularrt..ss5on of tn:s a d or inc exec ut:an at I#r d r.:ant-aa.,or suboantract,as aauroariat_,the adder, wa F ceders ad cohstrat:.t, cn cant aatx,ar s.ala_.,°rt-aatc^.as aaarop-ate,SNI tie deemed to have stro u=ale d as falpws: 1. Tal any fa.55ty that is OT t...:be ut kze,d n tie:eats ns n e of ttr:s =ont5a:51.,uniess sutn OIL centrad.is sxemat uhdar the C ean.~S r Act,as aTrended f42 U.B.O.1557 et seq.,as amended ny Publ.91-6C14),and under the Federa'i Wats-Pa5.at:rn Carrara A:f.,as amended i.3.3 U.S.C.1251 at ,as amended by Pam,.L.92-530),Exeaatve .2-de-11735, and regulations,h5mpienvanlaton tiereaf ij40 CFR 15)is nal hated,on tie dale at soma award,•oh the U.S.ertV:3701171eTlia PrattCb371Ag rncy(EPA)L:.st ofoat..=ng Fao st=es pursuant to 40 CFR 15.20. rrr 2. T'rat the firm agrees to comply and remain in oomp anise with ail the eqa nems la rat Section 114 at the Ceah Air Act and Section 305 at lie Feda V5'ater Pollution Canto Act and at repo at;ans and gude sties std th ¢r:.irtdar. wt 3. gnat the fi^rE sera.`pmrnet .natty the SPA of the receipt at any comman5catkxr tr°n tie LD.eviar, 01155z,of Fade rarAcfrvtes,EPA iind,sagar;that afan rty.that s or w55 e¢utrezedto tie contract sands-5.5ons.Jera1-an to be.fisted on taro EPA List of,': ,atmng Fay Are S. SW 4. 75501 the firm agree is unlade la to thciuded the re.45 ._.arents of aarss reaaa 1 throagtt 4 of this Section X:r:.wary nonexempt sob-.ant-ad,and tart's ag>ees to lake sjn'r a:45:51as the government may d_r.aa1 as a means galell 75:55irements. me, XI. CERTIFICATION REGARDING DEBARMENT,SUSPEN SION,INELIGIBILITY AND VOLUNTARY EXCLUSION 1. Instructions for Certif icat ion Primary Covered Transactions: .An salle ta.a,F=rdara-:a'dcyatra t -49 CFR 2D) ■r a. B f,n;"mJ and a•aa-ruli g to s.ratans a.,t i a<n:,j t ve w a-y aa-t.nald s prrJv d rag tis _:i;t_.tear sat,out re xr«•. �r. he:has "ty of a aensa n to ravrde lie..s: minat_rn set crit a41,:,4 ..- *apt fre.._rsar y tar a i.n dela of oats paten sri Nis covered t ansa_-1aan.The Li-as re:.:tvsa as 1, ...int shat.sua-rii an sx.a'.anatan at why 1 cannot n-av ie the_e-frI.nelson_set aafbsa`ow.The Wertfcifenanc.r.o;a'tat,an w55taeco:nsde-=_ted r_.onnecl>anWin tom^ dacertnnanit e esicys dele t natal OIBIA.•rr rtta tfa a ttansea-1,an. AIN tacnever,ta,<ure wrf t't ar:;r.r- a4.v=_c erica' 'paa'i_:.O,Ellt to ixla r,a.,:anti .at:a^ 07 an axa<anetian ha d_.Iia y a n.a asacnIrramoarfa::*:aatio°•i In gran.ata€an. yr INV 111.1 Rainier Ave S(SR 167)Improvements Project Required Contract Provisions for Fed-Aid Construction Contracts Phase l: Shattuck Ave S Stormwater Bypass July 2009 vas 111 s. The seltioalbn n tris clause is a nrtaterarepresentation ot fact LI LXVI with rat.anoe was paced Ansi tne department or agenby deternined to t,w rito in a It tran.sastran. If I ied that the orosaestve prAmary oartizipant knowing),mndered an,e7CF:IEDUSoartirtisatori,in add:41bn ID atie7 remedies avaaale b the Federai Government,the department 07 age isy may ternmale this trainfrcajofckdajt d. Tie prospective prirrary aart4-...;A:ni shag provide inyhedaale wirAten rtDrii01?Li 131.9 debarirnent cy-aganoy to V010 71 1TS DDD-.a.; sum-1410J;''t any tne pro s?apt.'443 primary pa'toantleams that Aseertificaton was arrrineaus w7len submitted or;nas a beoprre agoripous.by reason of bianged bumstanoes. e. The le•irns'bp vered Iran Saltikr1,""debarred,'"susa.ended," ":owa,tier s-ed transaLlion: 'mrson,""prima);cove,ed transept:3n," 1111 "ormsii,p.a!,''proposal,'and"voluntwity excluded,'as used bthrsajaa,have the meanings set oJt in he Defintons and Coverage sections of rules imoiementing Exeoutrve Order 12549.You may,00ntact the debartrnant a7"agenby to whish tms Lwrittixi b.!:a as:star:Joe in d.Jtiri Mg a,boay of those -au lions. 1. The prospebtve anmay DaTtC::.;Dalt agrees ay sJrbrreltrtg th,s orbeasi.that,shoad tne piraposed vared tensest-on be entered into, 1sJli 7IDt.k.nowmgry enter.:Mla any idwer ter pavared transaction With a person who is de Pa:7W,suspended, it deoiarsd ryJirgip,<4.J, rvolunt.ahIy exchided tram bartt,aation trfs bay:wed tense:ten, ass authorzed by ha dapartmtanyentiring :rdio his 1.-ansapljori. It g. Tie D<VSpe*v42 amay partio'aa lurtna-agre:iis bysuarnittng his proposethat w.i..mc.,ade tie oia use tted"Ceirttriat On Fadig Debar:meat, So.. Int.f,gibl:rly and VD Ex.plos4.31-Lowe Covered anseoion,'azo-soded by he departnent or agertoy entermg rib las C,DVS'iKi tadron,wThool mordificai an,m all lowe-ter covered trans.aollans and in ai sobietons for iower te!. paver tansabtons. tit h. A partoraaritirl c.avered trarisablian may re uabn pelt:ratan of a prospectvi.3. Dal.;aant in a"..,74',.:17 its cr.,-ave red Ira-mast di that is'7'01 dePar7ed,s...rioended, e tr'3J Jed from the s. sad Iran se bt ess 1 s ns, hal tile•:::E3^1.Tsatio n is a Dr14.10 J:4.A partsIaant may ciao.de Inta "TletiOd and I:redden:4 ay wl-ron 4determines tie e'.igIbiiity at ts 5Y iiJSi.EacM aioP.a1 may,aJI ornl req -ed to, lEr.:.K.tic rcitaprcr-rerme.nr1 porton at the'Lists of Pales EK•:::','-.1,<JEd Frani F edeie PrOSXeMellt Norrpr,pourenie at Erograms";:Nidnaroor..1-erne-4 L's1) W'TS*1 oamoied by he Genera Se hices AdrIlnistal Naha g r:,•ahl a mad:nine tareprrtg sna ac•:-..onsl.rued Ia ter-.1] estati-..simen1 ala system al ntcorda ri crdsarlu.7e.r der good fah tie pertipat.,:y1 aaqJredbyh s Cause.The.K..71:3'4` ....fge and rtformaton lparts:oat at nal id to six ad hal normaity Daisessed ay a prudent parson lie 1-1M-4.ngs. Rainier Ave S(SR 167)Improvements Project Required Contract Provisions for Fed-Aid Construction Contracts Phase 1: Shattuck Ave S Stormwater Bypass July 2009 ti Ekxcil to. iransaLrionsaJtnorszeti under oa-ag reel f tries:a. if a p arfr.;!Pant in a h.overed transa:/tion knc:rwrig"ry attterti into a', wer ter,:-/avert4.d iron sadion wl.h a person who!s saspendad,daba red,Matg.be, e..17 orrtariiy excluded from barts-paton in tlis transact;o n,in addrt bri to other recnedes ava..a.tve to the Fedora:Government,the depart Tient or agenoy may'Linn th's transaston for cause o-data Let. Certification Regarding Debarment,Suspension,Ineligibility arid Voluntary Exclusion- -Primary Covered Transactions 1. The broSoeotva 1:1-611.i.ryairicl)a11.c.eridoa to tie best of is kh:r.r.redg4...and Po!ref,that it and 4.5, a. .40,13 nat presently debarred,sxsperidad,prcJosed fccde.t.Kamient,dec.'ared rriE6gible, or voluniar4y exotadad from roovered transao.hons by any Fedora:department or !agency; 1-!ffiie not Wtri±i a 3-yea.r1.1973d1.11.3Cf....K.i.ng t propos-a'.been r...!:..rivv./bd of or had a cvf 1!../dgr.rnwil rendh...rod ag rnsf them for Callilssan al iraod or a o-Trirrial offense oanine...-5371 with obtlirOng,atte-notng to obtain,or perf,or Trig a PJbh (Fedora, Slate or too*tra is at-,1,on or oontraol under a oJOi> transattan:vroatori of Fedora: Stlie a jatatatites or::::07.11"11.SS...k.)71 eribe.zr:errivit theft forge-y,oroory, faIstficat.on cir desthrblon of re,00rds,,rna,.ong taoe stalemonts,or race-v-1g SID 4.3,1 D'opely; c. Are not oreserrty rid.,oted for or otherwise..7`.11.31ar),or oy onarged by a gova.7,1711,374 ;ant ty Federal,State or ocait with commsson of any of the°liaises arr./hp...rated in paragraph lb of trs<Le-Moat:on:and d. Heec not Artvn a 2.-year perrod breoethrrg this apptaFon'aropos.a!lad one or more t'anF.4-3c1ral (Fedora, Stab cr IWITIlaled for ea.me or defa t 2. Where tie orospeotve omnary partivbani is unabe to certify to any oi the statements !rt Virlfcet.ri ' JJ i prosber.;Eve pal:obi/it shat an en/a-later] s Proaosd. 2. Instructions for Certification-Lower Tier Covered Transactions: `,.k.r.. :;i1LI:e fj a;:sJboont-aols., ciJo 7:i and.Thor .r or te,trans-a:ions of $25,003 or"TO -43 CFR.29) a. By s-!..g-pig and slorritt-rg tris/roposa,lie;rospool-ve ..DWEr ter s provA rig trio oe l'oat DA. OW Rainier Ave S(SR 167)Improvements Project Required Contract Provisions for Fed-Aid Construction Contracts Phase 1: Shattuck Ave S Stonnwater Bypass July 2009 a fit b. Tata ttbatan'1t thedau aaIsamate-,a, Teprosa tatonofFaitupotwhlbh rae;an:.:ewas pa::adWhen this tansactonwwasante-ai ,rit=;.Ittt]s'ata. daiart rixd hal Vie vsas;.te*;.ive isww trpa„lE..p it;cnawti.n yrindasadan+3rr;7nsous , "i at.an,«n addition t=a ctha, rE.mada:,aia.iatata b tia Fed.Eras-:Government,tha da:aaiment.ar a= array w tti hc.*i ih,s t.ansad nor;ginated may xsue wa a441 r:amidras,inc ud rg susaanilrao-n andrer daton.arsnt tie:arJsbeotva4ww,rt oaatxc:aattsial: aaydsinrnedatarw.:itannit to he birsanto whz,nIns o basal ssjamlt :t•iiatany the Ina pr aaatua lower1-az Da"t ant asares hat its ca!i:Ir ati I was arranariJs*reason of,1 tangad Jl d. Tna ta-m, c.ry°grad transactcn,""•daaa7aad, sus end ed,' >;tta..�.z , ".a7rrary over ad Iransct4on, "'pa=rtb>srasrl,, an ar r: ra.,»,rx77.ysaal.4 arid"v^a uita-y axc,Jdad,"as a ad tri fits cau=.a,have ha i-raan n s sat out tri h Dat, t.t._ans and Cove„age seol.4ons,ct1,xa,amWarnantna Ex.a;-utva Ode,12549.Yoci may crrbc1, ha parson to than tn;_pra, a_a is submitted tar ass statrca ri otelying a:.day of tno:a ragL3•atians. a. The prospective towar t:ar as rt tpant agrees by sus^tl,ng t`4probosal haat_ncru d t r ,rrE.racsad yavared#an t i:an je.a tered 711o,itsnag nbtknowr to y entr- isib an; ga s a.ter cava ad tansaict tth a csaraon who as deba*7ad,-u_twandad, ia_.arai rta3r�aVia, a yob,tia.:ya.itc dad tram as iii i;aatan ttirs_„ivsr d t,a iaaatj;ari, rnrasa aLi hc.tzad by he*part merit Cr'aganoy win whbn t s t ansa;1 o 7.]6a:fnatai. 1. Thu aru r,i v :i,aww•ar ter*cart pantfutiitar as sa_by sJbmllcng ti'a a''pasa;that .nrt3da1..1 :s,,:,ausa[led sal xarlRaga'dngDePatma-tt, SJsaars:Ji, In= 3a:;ty and\PolJrrla'y Exc.ase^-_,.w•s-..a-Cava=ad ,ransat>an,"°wrt to Jt zat•a:if-:ai.em,in al'.Y.tWa. t{.o•r f.•rav€*ad i att3a,.:,t:ar7s and in ie; tar a ava rai an sar:tons. g. Ais ant.n a ex varad t a.tsact on may ray u:1Di a..art IscaVsi of a J a pe tv-a 111 as t,_ swat-n a .,owa. t t:,avarad tsa t_atan t^iat s not dab i, sus adad, 4.t-a 3x ba,-ar va'J91a. y axcJdad tram tie cara•:d trap aai°a:r,Jrt.x ii i knows hat I.tt_a;i:iaal.an ca,.7,anaaus.A:aa1 ;:ia ri may a,:„,da the atathad and t,apuanwy by aw.t= n i d_i .r`tas tie s'gc<:ly of is,a =t_ ohs.Eaca a.tic;aant may,cJ1 not -aq..r7ad b, h ar,iha Nana'J:::_ro twit Last. h. Notting rasnt-t nad Eri the lo-aat-rna s t:il be•r,an:at'Jed to-aau-e astab.a'iminlOf a system, acrd:.,n or'da-to'aide-.,n good lain the.art:iicat_cn <q.. aad by in s a;-r:awv adaa and ,7iarmatan of pai.o.aat=it ._riot r3.1, Aad to;axc:=aad that na„€ta",y a.r_sa_:siA by a a udarft 7a sun:::*i Ina ,iri,n0 y bJJrsa`a#.01. I,. Rainier Ave S(SR 167)Improvements Project Required Contract Provisions for Fed-Aid Construction Contracts Phase 1: Shattuck Ave S Stormwater Bypass July 2009 ,rr rrrr Except tx transactors autno' ed under paragraph a of ifrese instru::f art S,«ta partiaaant.:Li a aa•vwed transaaliian knowingly ng°y ante sinta a',Lower tier:ave-ed t.a 7.sa on kk r a parson w'o S sus„aandad,deba7ed,ineirg.v e,,r vol.ant:ariy exa;ud-sd tam part baton.n this transact'a n,in add t on t3 otn r m=ated;as avaaia= to the Federal Gavemmtsnt,the departmental'agony with Rk.T n t f s transast on a. gLnated may pursue availaba remedies,r.7c.0±ing su sae ns an a nthor dead nt. to, Certification Regarding Debarment, Suspension,Ineligibility and Voluntary Exclusion-Loxaer Tier Covered Transactions: 1. The pmsae f ve tower Far aaat,__aant:ssri t :s,by sidrry ss.;an of tits{arca>oaaf,Isla[ wr ne+[tier it rr r is annaloass aresent y debarred,suspended,aria:rsed far baa-meat, de:a,ed srrJs'.�_a 3, v:runta ..yex;:,dded from Barts. xat ort .n tris transar •on ay any Federal departmentor agency. art 2. '' rwre the a asoma ve So°bsae ter oartaioant S'..171A 5e to.,eartiyto any of he statements. nf`t.s=eati.datan,son a=aspa:ive oartobwit atfaahexternat:an#otis irraoasa. XII. CERTIFICATION REGARDING USE OF CONTRACT FUNDS FOR LOBBYING t Aop;oa to a:'.F odes-a d .tea tst^act oo rt acts and to at e.at d as a a:ttrac1a tA. n ey,. a'd $100,0,30-49 C:FR 2) rru 1. he prosoaallve noa-1::a ant r I tsas,ay s,gn::n+ and aaj:a*r ling td a ad arormaxsa,to tie nest of ri or ksai edge and a : f,that: a. No Fedora ap;a°wcatedfinds nil vebran'Pad, Gk's€ baa:aa,d,ayc on bonafof lb rr u rdors. nod,to any cterson to antiosno:ng or attain tng t a:tf'.ua i<.ae a t offiaar or e-n.a;•:ayee of any Federal+agan„y:,a t.9emtaor of Gang.ess,an alfroet or ema:ey'e a of C:rrareas,or an enc.)byea of a Member of Congress"i conned en w t'a leo award:mg of arty Ft de-a:•co tt-act,Inc ryalong of any Fade~a : rant tie rna'ong at oWr any Fede a.ban,Ine enter mg ib of any g,ee:±:stent,and Ina axle-Isar-1, sontnaal an, ne a,a andment,ormrifsatcanoofany Fedaa sontrast,>grant, aat,'r agreement. rr a, If any finds other than Fedora-a rasa tiled finds nave noon:MA o °®k be and to any De''.i071 tar nfxaon'-•ng,o alle•rtitng to.;rrt..aenLe s oft per or e ,izi'oy__+:of any F_Jss~aagency,as M. Lipo-of Congress,in cattcatr or o oyaao ;at Coag sea,a"an it errsoy.ereofa'a,ai*,c.ae-,:atC3ITAINSn-::onnectonwrtit1-sFeda,acantta=ct,grant, ',oar), aooPeraty agreement,tie alders g't-gid Vie, •::.rY11.*°;ole and au>mi. Standard Form-LLL, G_'a;,asa e Fann t<a Reae°i=•o.:ay ng." rt aa.o'dance nit tat an a. int wr Rainier Ave S(SR 167)Improvements Project Required Contract Provisions for Fed-Aid Construction Contracts Phase 1: Shattuck Ave S Stormwater Bypass July 2009 errs 2. Tlis cA21.11Lotf.v9 is a matera rearesenbton of fa:.1,JODI win eai wasf..1:a,Lei tn tan SaSib n WaS made or entered••rib. SJOh”Sabl of th oa1 atsnis a operegasie for rnakhig arifeng aito11acton reposed by 31 U.S.C. 1352.My person who foOs b f tis Ta,...bired calf frz..'of slaZ subpst to a penaly et not.,,e.ss.than $10,003 and not mare than$100,000 to.ea:..'n so.7.ti 3. T .4 prospective pa:tb?bani afso agrees fly s]PmAing ffs or hc,.oqi p 70 p`i sa that he 07 Vii.4 snali regike %'angliage at ilia,celaton be incried•fl a bwer tiaz stibiDantrasts, whir,:f.A4axseed$100,003 and that al,.such cbents nal;Dolly and dsc•aSe • tit a Rainier Ave S(SR 167)Improvements Project Required Contract Provisions for Fed-Aid Construction Contracts Phase 1: Shattuck Ave S Stormwater Bypass July 2009 a lie air ATTACHMENT A EMPLOYMENT PREFERENCE FOR APPALACHIAN CONTRACTS (Abbicable to A.podaritian contracts only.) 1. Duni ha pe:f ormance of thrs crxitract the contactor untiertakirrg b do work whth its,or TSEISOriabY Inlay be,done. as On-ste work,shal gve prefererme to que4e..1 per,&xis who reg:JA`:t.Y 7,E3i.de n the ab-oTarea as destghated by the DOL wherein he 0017137a:A WO*IS WAY stuated,or the Subregion,ce-tne Appaacritart counteS of Via Slate Wheren he contact war is stuated,ex.wot: a. To the extant that quaffed persons reguaky resd:ng in the area are not avaItobie. b. For tie reasonabe heeds of the wit:re:A:1r to emboy a eNisory or spec:4V akoetenced personnel fleC'D asary lo assure an eiftanl exec.-Won of the contract work. a. For he Wi$gatbh of the bantractor to offer aynnentto resent an former emboyees as he Tesu/t at a lawl-di arble,:.-Ilve bargaining writrect, brovided hat he number of nonresident bers.V1S embbyed under tit s subt:ilattagroph 1;shaft not exceed 20:percent 410 attic'flat number of aiaett e:hboyed by the cant ractur on the cot-Arad wark, except asprov-ded ci subowagrabh 4 assaa. 2, The contractor shebace a rtob OTd.W'Weti he State Ernpbyment Sankw ti.d,..xati.ng la)the classttaton s of the labores,meah anbs and other emboyees requeed to bairn the contract WOr b)the 71;1711bar of embbyees required in each C;asstflcation,.tc)the date an whth he etSterotes such esncsayees WE be re:la:red,and t'd)any other partnent intrmaton eq.ared try the State Emboyment Sente:a to comptele the Job order famn The order m.ay bK-3.-aced In tie Stab ErntiOyment Scr Viate th wrtng i by leephone. danng I i. cj urse of the contract work,the ititormaton submitted by the Dont rasto7 n the cr...471.43 substantaly molted,he aha0 77,.impty hotly the State Employment Sante. err 3. The contractor she give fu r wiadoration to a qualed at referred to hen ay the Stale Emoioymen Se-vats.The contractor is not requtred to grant employment to any aa ap*tanti'M10, OO71.on,are hot queered to bertorn he ceassttaton of WO,* equ red. IMO 4. It,wthin 1 we.ek 101cowelg lie.p.aceng of a ad order by lie contactor wAh the Stale EMOODYTTErli SEt:7VV-3,the State E771;"AOYTIE111Servaa)s unable to refer any quattaxi to ap011h to the contractor,Cr than tie number requested,he Stale Employment SerVce w forward a aeratate to the contactor ricating tie unaval:Olittty Of appttants. Such aeratote seta be made a bert of the aantractors permanent brOent records. Upon racaitolths certteaate,tie contractor y mbioy.persons who do not.norTna tty Teside sts the labor area to titt.ouStions aovered'by he caracole,notwthstandng the wolf:sr:eons of subparagraph lcriaovss. 5. The contractor Slat iM".&Ide the brovatons of Secttons 1 through 4 attic Altaanment A..'n every subcontract for work wha-n a,or reason:4:14:may be,done as on-sic 23 ras Rainier Ave S(SR 167)Improvements Project Required Contract Provisions for Fed-Aid Construction Contracts Phase I: Shattuck Ave S Stormwater Bypass July 2009 r r a a AMENDMENT REQUIRED CONTRACT PROVISIONS FEDERAL AID CONSTRUCTION CONTRACTS (Ex lusivt of Appalachian C ntroc;is Section 1,General ... sup.,orn xitsd with tie fa,.o.w~rtq: 7. Se=tin 902 o1 tie American Re"•;ov'e•'y and R ::ry+.:tm•: tt.A bl (ARRA)of 2036 regal-es that sa.bh,Lontxant i a-dsd usxrig ARRA 1-rids MLISt n Jde a aro wis,oi fiat or>av Jas the .u.S. uotnel.' ,e!-Genera and lis Teo TeSitt oa with the aat lolly to: ;i to Fara tune any rocA.rds of the buntraoio-or any of its&Jo oritrad;rs,or any State u,:rte ager-Gy admin rite rng su h oontracl,hat kobi"y pen 10,and:!vO va Iran sast.:ris resat ig to,the oxit'aot or sJt),:ontraot; and ,2))to tnteryew any olfker or smaboyea of the eontabtor of any of&,4 s..thbontraoto:-s, tt or of any Stale far'beat tgover;tmaBt ags ry ad-Mtistsnng the oo€tt i t;regarding s.J_I Iran s.€aotans' ont-aoto 7a' nctuds the 1oa=awyng a is ort an a':'..rontrabis,su000ntra::,ts,and•otnsr giant aott for sa,a. s'fa-an ARRA.1..nded oro sci: 'Ary. rdrtgty,Ins C:ohlpt-tr. Ge7teta and.€ti s„resentat..vas s•'ta;'have the aJthoety and ri,ghts erfavtded Jndsr SetJn 932 01 the kith reseed to this bontraa.wr.ah funded win tends made av a,.abte under fie ARRA. Ss"t.ri 932 Y� 1Jntie-stag that:t trg srt this sec 0i via'be Interpreted to tim.t or re stmt in any Way any sxistig autno^ty of tris Cara-Aro rSs:ion 151.5,a:of the ARRA;37m/ties aatno-ty fot'any reprss+rrtatvss of the Ihsoxstor us'asn&to sxa•n.ns any-so:-ds.!,ht rv. W arty smpaoyse tar•off:..er5. working on try_arttrarbt. The,o itradtrt o adv,sod trialre,rosarltat."v€x of the sna oeblor genera?nave Ins aulno r 1y°to atam:ns any rs::rxd and°rrts.v uw any amooyee rx oiiaf3-of be ontra•=tx,1' JJoontra r a=Dula-t:^n_ ,war ing on ti ontr i i i ,oti 1Si F b)furter:rov:Jes that nolrrn"g inil sebtio•r shat`t antira-eteti t•:t',!.-Tit,x rsst. al:n any way-any _x,;strig autno ty of an.hsoebtat Linde:Gallon II, Pa-a- ra:in Ott s:=t+v:ssd a s tows: OW This Tnt.,refs rea to 49 OFR 23 is v..s i to*ea:i 49 CFR 20. LtJarS' blionII, Pa-agrapwhro:sse a T,r•_idadwdl€thefocssrJ: 1� The it•a±f t ,sub-•±a_.,r arca o'.;Jo::ont abla-sna_ not:i:-- :pit Trate ii the ba.. s, boar, natona .r g n, or sex in the be 4D171111tr. of VI s o i1.a 1. na contta.,ts. Chas: a , out. j.is"tottt=.of 49 CFR Part 20=-i tie awed and adnihs1 at n of LSDOT- ass:.ste a rs.st=d cantrabis.Fa'ire by the cunt a: or to..a-ny out tne.sa.-sgu. re*it: s a trials">at arc.-abt of firs ti a t,svtic t may resJA.n the to nt*it-Von of th,s ;oltr_ao1 or.,Jori ohs: remedy as the au.u;snt deems a Mt'01T ate. a Amendment to Form FF°W.A 1273 F v ssi Ma':n 20,2303 a Rainier Ave S(SR 167)Improvements Project Required Contract Provisions for Fed-Aid Construction Contracts a Phase 1: Shattuck Ave S Storrnwater Bypass July 2009 AO '1.171d9 7 S97;1_4011 II,71 aosordanse wth standard spec Tsai On 1-35.1(1)and appir;abie RCIAls a n r„,:wagraon added as fciimvs: ma contrablor r sub dab ag Tees to pay eapin sideconiratcr rda this prime contact tor satistactry performance of contract andOr agreement no It han tan(10)days torn liareoe..ipt of each payment'he p•=.bite Sa7t7 adoapdries t ,m SDOT or its is...b-re:.-.1D 7111-1. Tha oTitne 0:int-az:tor agrees J717V-i7 to 7£2LITI rata'maga payments to each subntra otiy: or within ten{10)days ate,the subsi-Antractor is satislactortly conteted.Any dday or oostoonament ol .paymant from La above raiterand tcma frame may°oru,.onty icr go-or..1 aRJ foirowing sflan aomovai of the WS DOT.Tiffs cia-J a3Vars b,oti DBE and non-DBE contractxs. 1.171d-3,7,S117.:bal IV,he statement is s uoarnantad i71 tia toiwino: (A.optioiabie to al ARRA funde.d constracton r...;o7ttraols and retaled SJtv:iyita7.,ts regard of ?Jc...0C.D71,kl,l`.1.1d orojabis cri iaoaii Toads or rural tmnorcxsaciars and 7,-a n scm Aat.071 Efiancemerit ro.,ects outside tia nig tiway tighi-of-way. Under Seton IV,Paragraph 2O(4)isdeieled. Linde SL.'";1.09 IV, Pa7agra-Itt 4,"and haters' s deiated 1mm the Under Se,bton lib', Paragraph 4 saI 1),add: 7na awkston a n In;s sieston ac antto wo at s s than ha txdiiete-nined rata when they are registwed'in a bona fide ankash o-og7a TT)-.e4stered ti fie L3. a-Taal:71Bit Of Labor, Emooyment and 7rainitig Ad-nimstaticiq,<37.With ma B jrSaJ at AparalltaaSlv and an iiiig,does not orieoiiode a i.e...pirentatitle,tie Contraot:ir to pay' aopTantoes the Li appliaabie predetririned-ate in the event a State A apre'llice .p Age n:,y,recognized by he3jma.j has not aponoved, Lalaws a;:icroviai, at an ,ar ao a-entice stip drag tinder Becton IV,Pa7ag?atm 4c us de.iated. ea Unde:Sebton I\, Parag-aoi i5 rdirisod oy detetirig i'ne:persand"iteicier". Lida-Se:4.n IV,Paragraph 7 ;:a r sad oy dsstateig',Taber's'. Linder Section V,La a uoabty stale 771i3•711 us soamantad with fits fotowng: Ii!lioo,'i?..iabe to ati ARRA funded soil siti-Jcit on coilf-abts and related soilm010 regarid',ass at •0'7.:;41,4371,ric.idtnq oscta onioca roads orr ra rri.71D ba iestrs, arid T-ataulaton ine Enisrariitaroacts a...its:de ay rig ) Undo Saul on V, Pas:egra ori 2a a revised ay de iet•rig"le osi-s". IMO Amend:moil to Form FHWA 1273 Int Re viiiaed March 26,2300 Rainier Ave S(SR 167)Improvements Project Required Contract Provisions for Fed-Aid Construction Contracts Phase 1: Shattuck Ave S Stormwater Bypass July 2009 NIL a tinder BedIii V,Pa'ayaph 2b,the first Bente 7.. _!sssd lo read: he,aay=ea:;records shall cant-lin the name and an infs'dua y .ientfysng numae~ ;e. .,the est lox drg is n1 the care yees soul se aiy number)fir each sx.;11 empbyee;his Cr Brei °a-mot ass>;tecat 7;nsx.rrtyratesofwaagespad f: idd-ig:~apesetter&, utBars,xpests anticznaled tor rgra tide t',`nue E7enefts or caste eau vaunt tna aciftne types•;dasc,::ded Bevcl an 1ibk1; `)(B)at tie DavisBacon Act);dayand we-ak<y nanism.• nuu s worked; dada R;ens made;and act wages said. Pay, _s she':net sn7..<ude the to:.s=x.a se iu=ip nurrrb and home atstess of covered workers. Cantractars and suncnitra toe s s anardasa the LSI soca-se 'ty namPir and nonce add,ess of ea•cn rouered wu se-and iia provde ti.an to the Si-jA Jour.raq;aest." Jai lsnti tr.Ssa,7„--l:csn V,Pawag~a2dr2) s^:av=s=gid:ay de,ethg 14,207'. Seatian VI,Re -vds Of Mate.a:,Surals,And _a:ios, de Bled S .A fend:: entto F 7n FFW.A 1273 Re,,..aad'b a~ci 2+a,2:109 5 S Rainier Ave S(SR 167)Improvements Project Required Contract Provisions for Fed-Aid Construction Contracts S Phase I: Shattuck Ave S Stormwater Bypass July 2009 S L E k L L City of Renton Contract Documents for Rainier Ave S (SR 167)Improvements Project Phase 1: Shattuck Ave S Stormwater Bypass L VI. CONTRACT SPECIFICATIONS impa 5, a' E a a a a L a a L City of Renton Contract Documents for w Rainier Ave S (SR 167) Improvements Project Phase 1: Shattuck Ave S Stormwater Bypass Amendments to the Standard Specifications 1101 Nm 1 INTRODUCTION 2 The following Amendments and Special Provisions shall be used in conjunction with the 3 2008 Standard Specifications for Road, Bridge, and Municipal Construction. 4 5 AMENDMENTS TO THE STANDARD SPECIFICATIONS 6 7 The following Amendments to the Standard Specifications are made a part of this contract 8 and supersede any conflicting provisions of the Standard Specifications. For informational 9 purposes, the date following each Amendment title indicates the implementation date of the 10 Amendment or the latest date of revision. 11 12 Each Amendment contains all current revisions to the applicable section of the Standard 13 Specifications and may include references which do not apply to this particular project. 14 15 SECTION 1-03, AWARD AND EXECUTION OF CONTRACT 16 April 7, 2008 17 1-03.1 Consideration of Bids 18 This section is supplemented with the following new sub-section. 19 20 1-03.1(1) Tied Bids 21 After opening Bids, if two or more lowest responsive Bid totals are exactly equal, then 22 the tie-breaker will be determined by drawing as described in this Section. Two or more 23 slips of paper will be marked as follows: one marked "Winner" and the other(s) marked 24 "unsuccessful". The slips will be folded to make the marking unseen. The slips will be 25 placed inside a box. One authorized representative of each Bidder shall draw a slip 26 from the box. Bidders shall draw in alphabetic order by the name of the firm as 27 registered with the Washington State Department of Licensing. The slips shall be 28 unfolded and the firm with the slip marked "Winner" will be determined to be the 29 successful Bidder and eligible for Award of the Contract. Only those Bidders that 30 submitted a Bid total that is exactly equal to the lowest responsive Bid are eligible to 31 draw. 32 33 SECTION 1-04, SCOPE OF THE WORK 34 April 7, 2008 35 1-04.4(1) Minor Changes 36 The first sentence in the first paragraph is revised to read: 37 38 Payments or credits for changes amounting to $15,000 or less may be made under the 39 bid item "Minor Change." 40 41 1-04.5 Procedure and Protest by the Contractor 42 In the second paragraph, number 2, the reference to 7 calendar days is revised to 14 43 calendar days. 44 45 The second sentence in the fifth paragraph is revised to read: 46 47 The determination will be provided within 14-calendar days after receipt of the 48 Contractor's supplemental written statement (including any additional information ium 1 requested by the Project Engineer to support a continuing protest) described in item 2 2 above. 3 4 SECTION 1-05, CONTROL OF WORK WO 5 April 7, 2008 6 1-05.1 Authority of the Engineer eto 7 The fourth paragraph is revised to read: 8 9 At the Contractor's risk, the Project Engineer may suspend all or part of the Work 10 according to Section 1-08.6. 11 12 1-05.12 Final Acceptance 13 The second paragraph is revised to read: 14 15 The Contractor agrees that neither completion nor final acceptance shall relieve the 16 Contractor of the responsibility to indemnify, defend, and protect the Contracting Agency 17 against any claim or loss resulting from the failure of the Contractor (or the 18 subcontractors or lower tier subcontractors) to pay all laborers, mechanics, 19 subcontractors, materialpersons, or any other person who provides labor, supplies, or .. 20 provisions for carrying out the Work or for any payments required for unemployment 21 compensation under Title 50 RCW or for industrial insurance and medical aid required 22 under Title 51 RCW. 23 24 SECTION 1-07, LEGAL RELATIONS AND RESPONSIBILITIES TO THE PUBLIC 25 April 6, 2009 26 1-07.2(2) State Sales Tax: Work on State-Owned or Private Land 27 The following new paragraph is inserted in front of the first paragraph: 28 29 State Department of Revenue Rule 170 and its related rules apply for this section. 30 31 1-07.8 High Visibility Apparel 32 This section is revised to read: 33 34 The Contractor shall require all personnel under their control (including service gild 35 providers, Subcontractors and lower tier Subcontractors) that are on foot in the work 36 zone and are exposed to vehicle traffic or construction equipment to wear the high 37 visibility apparel described in this Section. 38 39 The Contractor shall ensure that a competent person as identified in the MUTCD selects 40 the appropriate high-visibility apparel suitable for the job-site conditions. 41 ■+ 42 High visibility garments shall always be the outermost garments. 43 44 High visibility garments shall be in a condition compliant with the ANSI 107-2004 and 45 shall be used in accordance with manufacturer recommendations. 46 47 This section is supplemented with the following new sub-sections. 48 VII 1 1-07.8(1) Traffic Control Personnel 2 All personnel performing the Work described in Section 1-10 (including traffic control 3 supervisors, flaggers, spotters, and others performing traffic control labor of any kind), °u°° 4 shall comply with the following: 5 6 1. During daylight hours with clear visibility, workers shall wear a high-visibility ,.. 7 ANSI/ISEA 107-2004 Class 2 or 3 vest or jacket, and hardhat meeting the high 8 visibility headwear requirements of WAC 296-155-305; and 9 10 2. During hours of darkness (1/2-hour before sunset to 1/2-hour after sunrise) or 11 other low visibility conditions (snow, fog, etc.), workers shall wear a high- 12 visibility ANSI/ISEA 107-2004 Class 2 or 3 vest or jacket, high visibility lower 13 garment meeting ANSI/ISEA 107-2004 Class E, and hardhats meeting the high taw 14 visibility headwear requirements of WAC 296-155-305. 15 16 1-07.8(2) Non-Traffic Control Personnel 17 All personnel, except those performing the Work described in Section 1-10, shall wear 18 high visibility apparel meeting the ANSI/ISEA 107-2004 Class 2 or 3 standard. 19 011 20 1-07.9(1) General 21 The following new paragraph is inserted to follow the sixth paragraph: 22 23 The Contractor shall ensure that any firm (Supplier, Manufacturer, or Fabricator) that `e 24 falls under the provisions of RCW 39.12 because of the definition "Contractor" in WAC 25 296-127-010, complies with all the requirements of RCW 39.12. 26 "' 27 1-07.15 Temporary Water Pollution/Erosion Control 28 This section is supplemented with the following: 29 30 Stormwater or dewatering water that has come in contact with concrete rubble, concrete 31 pours, or cement treated soils shall be maintained to pH 8.5 or less before it is allowed 32 to enter waters of the state. If pH exceeds 8.5, the Contractor shall immediately op, 33 discontinue work and initiate treatment according to the plan to lower the pH. Work may 34 resume, with treatment, once the pH of the stormwater is 8.5 or less or it can be 35 demonstrated that the runoff will not reach surface waters. 36 37 High pH process water shall not be discharged to waters of the state. Unless specific 38 measures are identified in the Special Provisions, high pH process water may be 39 infiltrated, dispersed in vegetation or compost, or pumped to a sanitary sewer system. 40 Water being infiltrated or dispersed shall have no chance of discharging directly to 41 waters of the state, including wetlands or conveyances that indirectly lead to waters of 42 the state. High pH process water shall be treated to within a range of 6.5 to 8.5 pH units 43 prior to infiltration to ensure the discharge does not cause a violation of groundwater 44 quality standards. If water is pumped to the sanitary sewer, the Contractor shall provide 45 a copy of permits and requirements for placing the material into a sanitary sewer system 46 prior to beginning the work. Process water may be collected and disposed of by the 47 Contractor off the project site. The Contractor shall provide a copy of the permit for an 48 approved waste site for the disposal of the process water prior to the start of work which 49 generates the process water. pop 50 51 1-07.15(1) Spill Prevention, Control and Countermeasures Plan 52 This section is revised to read: 1 "" 2 The Contractor shall prepare a project-specific spill prevention, control, and 3 countermeasures plan (SPCC Plan) that will be used for the duration of the project. The 4 Contractor shall submit the plan to the Project Engineer no later than the date of the +w 5 preconstruction conference. No on-site construction activities may commence until 6 WSDOT accepts an SPCC Plan for the project. 7 8 The term "hazardous materials", as used in this Specification, is defined in Chapter 447 9 of the WSDOT Environmental Procedures Manual (M31-11). Occupational safety and 10 health requirements that may pertain to SPCC Plan implementation are contained in but 11 not limited to WAC 296-824 and WAC 296-843. 12 13 Implementation Requirements 14 The SPCC Plan shall be updated by the Contractor throughout project construction so " 15 that the written plan reflects actual site conditions and practices. The Contractor shall 16 update the SPCC Plan at least annually and maintain a copy of the updated SPCC Plan 17 on the project site. All project employees shall be trained in spill prevention and es 18 containment, and shall know where the SPCC Plan and spill response kits are located 19 and have immediate access to them. 20 IMP 21 If hazardous materials are encountered or spilled during construction, the Contractor 22 shall do everything possible to control and contain the material until appropriate 23 measures can be taken. The Contractor shall supply and maintain spill response kits of 24 appropriate size within close proximity to hazardous materials and equipment. 25 26 The Contractor shall implement the spill prevention measures identified in the SPCC 27 Plan before performing any of the following: +r 28 29 1. Placing materials or equipment in staging or storage areas. 30 2. Refueling, washing, or maintaining equipment. „W 31 3. Stockpiling contaminated materials. 32 33 SPCC Plan Element Requirements eat 34 The SPCC Plan shall set forth the following information in the following order: 35 36 1. Responsible Personnel 37 Identify the name(s), title(s), and contact information for the personnel '"'" 38 responsible for implementing and updating the plan, including all spill 39 responders. 40 ,rr 41 2. Spill Reporting 42 List the names and telephone numbers of the federal, State, and local 43 agencies the Contractor shall notify in the event of a spill. 44 45 3. Project and Site Information 46 Describe the following items: 47 48 A. The project Work. 49 50 B. The site location and boundaries. 51 52 C. The drainage pathways from the site. WO OW 1 2 D. Nearby waterways and sensitive areas and their distances from the 3 site. 4 5 4. Potential Spill Sources 6 Describe each of the following for all potentially hazardous materials brought IWYP 7 or generated on-site (including materials used for equipment operation, 8 refueling, maintenance, or cleaning): 9 10 A. Name of material and its intended use. = 11 12 B. Estimated maximum amount on-site at any one time. 13 OR 14 C. Location(s) (including any equipment used below the ordinary high 15 water line) where the material will be staged, used, and stored and 16 the distance(s) from nearby waterways and sensitive areas. „■. 17 18 D. Decontamination location and procedure for equipment that comes 19 into contact with the material. 20 tow 21 E. Disposal procedures. 22 23 5. Pre-Existing Contamination 24 Describe any pre-existing contamination and contaminant sources (such as 25 buried pipes or tanks) in the project area that are described in the Contract 26 documents. Identify equipment and work practices that will be used to prevent 27 the release of contamination. 28 29 6. Spill Prevention and Response Training 30 Describe how and when all personnel (including refueling contractors and 31 Subcontractors) will be trained in spill prevention, containment and response in 32 accordance with the Plan. Describe how and when all spill responders will be 33 trained in accordance with WAC 296-824. 34 35 7. Spill Prevention 36 Describe the following items: 37 38 A. Spill response kit contents and location(s). 39 40 B. Security measures for potential spill sources. 41 42 C. Secondary containment practices and structures for hazardous 43 materials. 44 45 D. Methods used to prevent stormwater from contacting hazardous 46 materials. WRY 47 48 E. Site inspection procedures and frequency. 49 50 F. Equipment and structure maintenance practices. 51 OW 1 G. Daily inspection and cleanup procedures that ensure all equipment 2 used below the ordinary high water line is free of all external 3 petroleum based products. 4 • 5 H. Refueling procedures for equipment that cannot be moved from below 6 the ordinary high water line. 7 sos 8 8. Spill Response 9 Outline the response procedures the Contractor will follow for each scenario 10 listed below. Include a description of the actions the Contractor shall take and io 11 the specific, on-site, spill response equipment that shall be used to assess the 12 spill, secure the area, contain and eliminate the spill source, and clean up and 13 dispose of spilled and contaminated material. 14 ster 15 A. A spill of each type of hazardous material at each location identified in 16 4, above. 17 „e 18 B. Stormwater that has come into contact with hazardous materials. 19 20 C. A release or spill of any pre-existing contamination and contaminant , , 21 source described in 5, above. 22 23 D. A release or spill of any unknown pre-existing contamination and 24 contaminant sources (such as buried pipes or tanks) encountered " 25 during project Work. 26 27 E. A spill occurring during Work with equipment used below the ordinary we 28 high water line. 29 30 If the Contractor will use a Subcontractor for spill response, provide contact ,,,' 31 information for the Subcontractor under item 1 (above), identify when the 32 Subcontractor will be used, and describe actions the Contractor shall take 33 while waiting for the Subcontractor to respond. 34 "� 35 9. Project Site Map 36 Provide a map showing the following items: 37 ar 38 A. Site location and boundaries. 39 40 B. Site access roads. „s 41 42 C. Drainage pathways from the site. 43 44 D. Nearby waterways and sensitive areas. 45 46 E. Hazardous materials, equipment, and decontamination areas 47 identified in 4, above. 48 49 F. Pre-existing contamination or contaminant sources described in 5, 50 above. ss 51 52 G. Spill prevention and response equipment described in 7 and 8, above. .r .r UN .�` 1 2 10. Spill Report Forms 3 Provide a copy of the spill report form(s) that the Contractor will use in the event of eig 4 a release or spill. 5 6 Payment ... 7 Payment will be made in accordance with Section 1-04.1 for the following Bid item when 8 it is included in the Proposal: 9 10 "SPCC Plan", lump sum. 11 12 When the written SPCC is accepted by WSDOT, the Contractor shall receive 50-percent 13 of the lump sum Contract price for the plan. 14 15 The remaining 50-percent of the lump sum price will be paid after the materials and 16 equipment called for in the plan are mobilized to the project. 410 17 18 The lump sum payment for "SPCC Plan" shall be full pay for: 19 20 1. All costs associated with creating the accepted SPCC Plan. 21 22 2. All costs associated with providing and maintaining the on-site spill prevention 23 equipment described in the accepted SPCC Plan. 24 25 3. All costs associated with providing and maintaining the on-site standby spill 26 response equipment and materials described in the accepted SPCC Plan. 27 28 4. All costs associated with implementing the spill prevention measures identified 29 in the accepted SPCC Plan. 30 31 5. All costs associated with updating the SPCC Plan as required by this 32 Specification. 33 Vow 34 As to other costs associated with releases or spills, the Contractor may request 35 payment as provided for in the Contract. No payment shall be made if the release or 36 spill was caused by or resulted from the Contractor's operations, negligence, or 37 omissions. 38 39 1-07.16(4) Archaeological and Historical Objects 40 This section is supplemented with the following new sub-section: 41 42 1-07.16(4)A Inadvertent Discovery of Human Skeletal Remains 43 If human skeletal remains are encountered by the Contractor, they shall not be further 44 disturbed. The Contractor shall immediately notify the Engineer of any such finds, and 45 shall cease all work adjacent to the discovery, in an area adequate to provide for the 46 total security and protection of the integrity of the skeletal remains. The Engineer may 47 require the Contractor to suspend Work in the vicinity of the discovery until final 48 determinations and removal of the skeletal remains is completed. 49 50 If the Engineer finds that the suspension of Work in the vicinity of the discovery 51 increases or decreases the cost or time required for performance of any part of the 52 Work under this Contract, the Engineer will make an adjustment in payment or the time w.. 1 required for the performance of the Work in accordance with Sections 1-04.4 and 1- 2 08.8. 3 4 1-07.17(2) Utility Construction, Removal or Relocation by Others 5 The first sentence in the second paragraph is revised to read: 6 7 If the Contract provides notice that utility work (including furnishing, adjusting, Imo 8 relocating, replacing, or constructing utilities) will be performed by others during the 9 prosecution of the Work, the Special Provisions will establish the utility owners 10 anticipated completion. 11 12 The first sentence in the third paragraph is revised to read: 13 14 When others delay the Work through late performance of utility work, the Contractor " 15 shall adhere to the requirements of Section 1-04.5. 16 17 1-07.23 Public Convenience and Safety 18 This section is revised to read: 19 20 The Contractor shall be responsible for providing adequate safeguards, safety devices, UN 21 protective equipment, and any other needed actions to protect the life, health, and 22 safety of the public, and to protect property in connection with the performance of the 23 Work covered by the Contract. The Contractor shall perform any measures or actions _► 24 the Engineer may deem necessary to protect the public and property. The responsibility 25 and expense to provide this protection shall be the Contractor's except that which is to 26 be furnished by the Contracting Agency as specified in other sections of these 27 Specifications. Nothing contained in this Contract is intended to create any third-party "" 28 beneficiary rights in favor of the public or any individual utilizing the Highway facilities 29 being constructed or improved under this Contract. 30 31 1-07.23(1) Construction Under Traffic 32 The second sentence in the second paragraph is revised to read: 33 er, 34 The Contractor shall maintain existing roads, streets, sidewalks, and paths within the 35 project limits, keeping them open, and in good, clean, safe condition at all times. 36 37 The fifth sentence in the second paragraph is revised to read: 38 39 The Contractor shall also maintain roads, streets, sidewalks, and paths adjacent to the 40 project limits when affected by the Contractor's operations. 41 42 The final paragraph in this section is deleted. 43 „", 44 1-07.23(2) Construction and Maintenance of Detours 45 Number 1. under the first paragraph is revised to read: 46 47 Detours and detour bridges that will accommodate traffic diverted from the Roadway, 48 bridge, sidewalk or path during construction, 49 1 SECTION 1-08, PROSECUTION AND PROGRESS 2 August 4, 2008 3 1-08.1 Subcontracting 4 Item (2) in the first sentence of the seventh paragraph is revised to read: 5 alp 6 (2) Delivery of these materials to the Work site in vehicles owned or operated by such 7 plants or by recognized independent or commercial hauling companies hired by 8 those commercial plants. 400 9 10 1-08.3(2)A Type A Progress Schedule 11 This section is revised to read: 12 ons 13 The Contractor shall submit five copies of a Type A Progress Schedule no later than 10 14 days after the date the contract is executed, or some other mutually agreed upon 15 submittal time. The schedule may be a critical path method (CPM) schedule, bar chart, 16 or other standard schedule format. Regardless of which format used, the schedule shall 17 identify the critical path. The Engineer will evaluate the Type A Progress Schedule and 18 approve or return the schedule for corrections within 15 calendar days of receiving the 19 submittal. 20 21 1-08.5 Time for Completion 22 The third sentence in the first paragraph is revised to read: 23 24 A nonworking day is defined as a Saturday, a Sunday, a whole or half day on which the 25 Contract specifically prohibits Work on the critical path of the Contractor's approved 26 progress schedule, or one of these holidays: January 1, the third Monday of January, 27 the third Monday of February, Memorial Day, July 4, Labor Day, November 11, 28 Thanksgiving Day, the day after Thanksgiving, and Christmas Day. 29 30 1-08.6 Suspension of Work 31 The first paragraph is revised to read: 32 33 The Engineer may order suspension of all or any part of the Work if: 34 35 1. Unsuitable weather that prevents satisfactory and timely performance of the 36 Work; or 37 38 2. The Contractor does not comply with the Contract: or 39 40 3. It is in the public interest. 41 42 1-08.7 Maintenance During Suspension 43 The first sentence in the fourth paragraph is revised to read: 44 45 If the Engineer determines that the Contractor has pursued the Work diligently before 46 the suspension, then the Contracting Agency will maintain the temporary Roadway (and 47 bear its cost). 48 49 The fifth paragraph is revised to read: 50 1 The Contractor shall protect and maintain all other Work in areas not used by traffic. All 1116 2 costs associated with protecting and maintaining such Work shall be the responsibility of 3 the Contractor, except those costs associated with implementing the TESC Plan 4 according to Section 8-01. .. 5 6 The seventh paragraph is revised to read: 7 um 8 After any suspension, the Contractor shall resume all responsibilities the Contract 9 assigns for the Work. 10 11 SECTION 1-09, MEASUREMENT AND PAYMENT 12 April 7, 2008 13 1-09.9 Payments 14 The first paragraph is supplemented with the following: 15 16 For items Bid as lump sum, the Contractor shall submit a breakdown of their lump sum 17 price in sufficient detail for the Project Engineer to determine the value of the Work 18 performed on a monthly basis. Lump sum breakdowns shall be provided to the Project 19 Engineer no later than the date of the preconstruction meeting. 20 21 The second sentence in the third paragraph is revised to read: 22 �r 23 Unless otherwise provided in the payment clause of the applicable Specifications, partial 24 payment for lump sum Bid items will be a percentage of the price in the Proposal based 25 on the Project Engineer's determination of the amount of Work performed, with 26 consideration given to but not exclusively based on the Contractors lump sum us 27 breakdown. 28 29 The third paragraph is supplemented with the following: 30 31 The determination of payments under the contract will be final in accordance with 32 Section 1-05.1. 33 34 1-09.9(1) Retainage 35 In the fourth paragraph, number 1, the reference to $20,000 is revised to read $35,000. W„ 36 37 SECTION 1-10, TEMPORARY TRAFFIC CONTROL 38 April 6, 2009 39 1-10.1(2) Description 40 The following new paragraph is inserted after the second paragraph: 41 42 Unless otherwise permitted by the Contract or approved by the Project Engineer, the 43 Contractor shall keep all existing pedestrian routes and access points (including 44 sidewalks, paths and crosswalks) open and clear at all times. .r 45 46 The second and third sentences in the third paragraph are revised to read: 47 48 The Contractor shall erect and maintain all construction signs, warning signs, detour 49 signs, and other traffic control devices necessary to warn and protect the public at all VW talk 1 times from injury or damage as a result of the Contractor's operations which may occur 2 on or adjacent to Highways, roads, streets, sidewalks or paths. No Work shall be done 3 on or adjacent to any Traveled Way until all necessary signs and traffic control devices 000 4 are in place. 5 6 1-10.2(1) General 7 The second sentence in the third paragraph is revised to read: 8 9 Possession of a current TCS card and flagging card by the primary and alternate TCS is 10 mandatory. 11 12 1-10.2(2) Traffic Control Plans 13 The first sentence in the first paragraph is revised to read: 14 15 The traffic control plan or plans appearing in the Contract documents show a method of 16 handling vehicle, bicycle and pedestrian traffic. 17 18 In the third sentence of the second paragraph, the reference to "MUTCD, Part VI" is revised 19 to "MUTCD, Part 6". 20 21 1-10.3(2)B Rolling Slowdown 22 The first two paragraphs are deleted and replaced with the following: 23 24 Rolling slowdown traffic control operations are not to be used for routine work that can 25 be addressed by standard lane or shoulder closure traffic control. When a short-term 26 roadway closure is needed for an infrequent, non-repetitive work operation such as a '®' 27 sign bridge removal, or utility wire crossing, the Contractor may implement a rolling 28 slowdown on a multi-lane roadway, as part of an approved traffic control plan. 29 30 The Contractor shall submit for approval a traffic control plan detailing the expected 31 delay time, interchange ramp control and rolling slowdown distance. A portable 32 changeable message sign shall be placed ahead of the starting point of the traffic 33 control to warn traffic of the slowdown. The sign shall be placed far enough ahead of the 34 Work to avoid any expected backup of vehicles. 35 36 A rolling slowdown shall use traffic control vehicles with flashing amber lights. At least 37 one traffic control vehicle will be used for every two lanes to be slowed, plus a control 38 vehicle will serve as a following (chase) vehicle for traffic ahead of the blockade. The 39 traffic control vehicles shall enter the roadway and form a moving blockade to reduce 40 traffic speeds and create a clear area ahead of the blockade in which to accomplish the 41 work without a total stoppage of traffic. 42 43 1-10.3(3)A Construction Signs 44 The fifth paragraph is revised to read: 45 avw 46 Where it is necessary to add weight to signs for stability, sand bags or other similar 47 ballast may be used but the height shall not be more than 4-inches above the Roadway 48 surface, and shall not interfere with the breakaway features of the device. The 49 Contractor shall follow the manufacturer's recommendations for sign ballasting. `io 50 51 1-10.3(3)D Barricades 52 The second paragraph is revised to read: 1 2 Where it is necessary to add weight to barricades for stability, sand bags or other similar 3 ballast may be used but the height shall not be more than 4-inches above the Roadway 4 surface and shall not interfere with the breakaway features of the device. The um 5 Contractor shall follow the manufacturer's recommendation for sign ballasting. 6 7 1-10.3(3)G Traffic Cones 8 This section including title is revised to read: 9 10 1-10.3(3)G Traffic Cones and Tall Channelizing Devices 11 Where shown on an approved traffic control plan or where ordered by the Engineer, the 12 Contractor shall provide, install and maintain traffic cones or tall channelizing devices. 13 Cones and tall channelizing devices shall be kept in good repair and shall be removed 14 immediately when directed by the Engineer. Where wind or moving traffic frequently 15 displaces cones, an effective method of stabilizing them, such as stacking two together 16 at each location, shall be employed. 17 wn 18 1-10.3(3)K Portable Temporary Traffic Control Signal 19 The first paragraph is revised to read: 20 „,„ 21 Where shown on an approved traffic control plan, the Contractor shall provide, operate, 22 maintain and remove a portable temporary traffic control signal system to provide 23 alternating one-lane traffic operations on a two-way facility. A portable temporary traffic 24 control signal system shall be defined as two traffic control units that operate together. 25 The system shall be trailer mounted, fully self-contained and designed so that it can be 26 easily transported and deployed at different locations. 27 Imo 28 The third sentence in the second paragraph is deleted. 29 30 The following is inserted in front of the sixth paragraph: 31 32 The Traffic Control Supervisor shall monitor and insure that the Portable Temporary 33 Traffic Control Signal is fully operational and maintained as specified by the 34 manufacturer. This Work may include cleaning and replacing lamps and other routine 35 maintenance as needed. 36 37 1-10.4(2) Item Bids with Lump Sum for Incidentals 38 The unit of measurement statement for "Portable Temporary Traffic Control Signal" is revised 39 to read: 40 "• 41 No specific unit of measurement will apply to the lump sum item of "Portable Temporary 42 Traffic Control Signal". 43 r. 44 1-10.5(1) Lump Sum Bid for Project (No Unit Items) 45 This section is revised to read: 46 47 "Project Temporary Traffic Control", lump sum. 48 49 The lump sum Contract payment shall be full compensation for all costs incurred by the .r 50 Contractor in performing the Contract Work defined in Section 1-10, except for costs 51 compensated by Bid Proposal items inserted through Contract Provisions as described 52 in Section 1-10.4(3). 1 2 1-10.5(2) Item Bids with Lump Sum for Incidentals 3 The unit of measure for the bid item "Portable Temporary Traffic Control Signal," is revised to 4 lump sum. 5 6 The paragraph following "Portable Temporary Traffic Control Signal," is revised to read: 41010 7 8 The lump sum Contract price shall be full compensation for all costs of labor, materials 9 and equipment incurred by the Contractor in performing the Contract Work as described 10 in Section 1-10.3(3)K, including all costs for traffic control during manual control, 11 adjustment, malfunction, or failure of the portable traffic control signals and during 12 replacement of failed or malfunctioning signals. 13 14 SECTION 2-01, CLEARING, GRUBBING, AND ROADSIDE CLEANUP 15 April 7, 2008 16 2-01.3(1) Clearing 17 Item 3 .is deleted. 18 19 The first sentence in Item 4. is revised to read: 20 21 Follow these requirements for all stumps that will be buried deeper than 5-feet from the 22 top, side, or end surface of the embankment or any structure: 23 24 2-01.3(2) Grubbing 25 Item 2. e, is revised to read: 26 27 Upon which embankments will be placed except stumps may be close-cut or trimmed as 28 allowed in Section 2-01.3(1) item 4. 29 30 SECTION 2-02, REMOVAL OF STRUCTURES AND OBSTRUCTIONS 31 April 7, 2008 32 2-02.3(3) Removal of Pavement, Sidewalks, Curbs, and Gutters 33 The first sentence in 3. is supplemented with the following: a• 34 35 For removal of bituminous pavement, asphalt planing equipment may be used in lieu of 36 sawcutting provided that a clean vertical edge remains. 37 Now 38 SECTION 2-03, ROADWAY EXCAVATION AND EMBANKMENT 39 January 7, 2008 40 2-03.1 Description 41 The first sentence in the first paragraph is revised to read: 42 43 The Work described in this section, regardless of the nature or type of the materials 44 encountered, includes excavating and grading the Roadway, excavating in borrow pits, 45 excavating below grade, excavating channels and ditches, removing slide material, and 46 disposing of all excavated material. 47 w. 110 1 2-03.3(3) Excavation Below Grade 2 The section title is revised to read: 3 4 2-03.3(3) Excavation Below Subgrade "" 5 6 The first sentence in the fifth paragraph is revised to read: 7 .�. 8 Compaction. If the density of the natural earth under any area of the Roadway is 9 less than that required in Section 2-03.3(14)C, Method B, the Engineer may order 10 the Contractor to perform any or all of the following: 11 12 2-03.3(14)M Excavation of Channels 13 This section including title is revised to read: est r1` 15 2-03.3(14)M Excavation of Channels and Ditches 16 Channel Excavation: Open excavations 8-feet or more wide at the bottom, but excludes 17 channels that are part of the Roadway. 18 19 Ditch Excavation: Open excavations less than 8-feet wide at the bottom, but excludes 20 ditches that are part of the Roadway. �. 21 22 Before excavating channels or ditches, the Contractor shall clear and grub the area in 23 accordance with Section 2-01. 24 25 2-03.4 Measurement 26 The first sentence in the first paragraph is revised to read: 27 28 Roadway excavation, channel excavation, ditch excavation, unsuitable foundation 29 excavation, and common borrow items will be measured by the cubic yard. 30 31 The fourth sentence in the first paragraph is revised to read: 32 33 For Roadway excavation, channel excavation and ditch excavation items, the original ,,,r 34 ground will be compared with the planned finished section shown in the Plans. 35 36 2-03.5 Payment w 37 The first paragraph is supplemented with the following: 38 39 "Channel Excavation", per cubic yard. 40 "Channel Excavation Incl. Haul", per cubic yard. 41 "Ditch Excavation", per cubic yard. 42 "Ditch Excavation Incl. Haul", per cubic yard. 43 ,■ 44 The first sentence in the second paragraph is revised to read: 45 46 The unit Contract price per cubic yard for "Roadway Excavation", "Roadway Excavation s„ 47 Incl. Haul", "Roadway Excavation — Area ", "Roadway Excavation Incl. Haul - Area 48 ", "Channel Excavation", "Channel Excavation Incl. Haul", "Ditch Excavation" and 49 "Ditch Excavation Incl. Haul" shall be full compensation for all costs incurred for 50 excavating, loading, placing, or otherwise disposing of the material. 51 52 The second paragraph is supplemented with the following: 1 2 When a bid item is not included in the proposal for channel excavation or ditch 3 excavation all costs shall be included in roadway excavation. 4 5 The third paragraph is revised to read: 6 7 When the Engineer orders Work according to Section 2-03.3(3), unit Contract prices 8 shall apply, unless the Work differs materially from the excavation above Subgrade, 9 then payment will be in accordance with Section 1-04.4. 10 11 SECTION 2-10, DITCH EXCAVATION 12 January 7, 2008 13 This section is deleted in its entirety. The section title is revised to read: 14 15 2-10 VACANT 16 17 SECTION 5-01, CEMENT CONCRETE PAVEMENT REHABILITATION 18 August 4, 2008 19 5-01.3(2)B Portland Cement Concrete 20 The third sentence in the third paragraph is deleted. 2122 5-01.3(4) Replace Portland Cement Concrete Panel 23 The last paragraph on page 5-5 of the Standard Specifications is revised to read: 24 25 The Contractor shall place a bond breaking material such as polyethylene film, roofing 26 paper or other material as approved by the Engineer along all existing concrete surfaces 27 and between the bottom of the slab and treated bases prior to placing concrete. 28 29 5-01.3(5) Partial Depth Spall Repair 30 The fifth paragraph is revised to read: 31 32 When a partial depth repair is placed directly against an adjacent longitudinal joint a 33 bond breaking material such as polyethylene film, roofing paper or other material as 34 approved by the Engineer shall be placed between the existing concrete and the area to 35 be patched. 36 37 SECTION 5-02, BITUMINOUS SURFACE TREATMENT 38 December 1, 2008 39 5-02.3(3) Application of Asphalt Emulsion and Aggregate 40 The chart following the first paragraph is revised to read: 41 Application Rate Undiluted Asphalt Emulsion Aggregate Aggregates (gal.per sq. yd.) Applied Size (lbs. per sq. yd.) Applied New Construction Prime Coat 0.35-0.65 '/2-U.S. No. 4 25-45 or 3/4-'h Tack Coat 0.35-0.60 'h-U.S. No. 4 25-40 UMW Choke Stone N/A U.S. No. 4-0 4-6 Seal Coats %-inch 0.40-0.65 %-U.S. No. 4 25-45 U.S. No. 4-0 4-6 '/z-inch 0.35-0.55 1/2-U.S. No. 4 20-35 4-6 %-inch—No. 4 0.35-.55 %- U.S. No. 4 20-30 %-inch—No. 0.20-0.40 %- U.S. No. 18-30 10 10 Choke Stone N/A U.S. No. 4-0 4-6 1 2 Pavement Sealing Grade Diluted/Undiluted Application Rate(gal/sy) CSS-1 or Diluted 0.10-0.18 ,o CSS-1h STE-1 Undiluted 0.05-0.09 3 4 5 The second sentence in the second paragraph is revised to read: 6 7 The second application of asphalt emulsion (tack coat) shall be applied the next day, or 8 as approved by the Project Engineer. 9 10 The eleventh paragraph and the chart following the eleventh paragraph are revised to read: 11 12 Before application to the Roadway, asphalt emulsion shall be heated to the following 13 temperatures or that recommended by the manufacturer. wr 14 Distributor Temperature Type and Grade of Asphalt Min. °F Max. °F Emulsion New Construction and Seal Coats: CRS-1, CRS-2, CRS-2P 125 195 CMS-2, CMS-2S, CMS-2h 125 185 air Fog Seal: CSS-1, CSS-1h, STE-1 70 140 els 15 16 rr 1.0 re` 1 The third sentence in the twelfth paragraph is revised to read: 2 3 CSS-1 and CSS-1h emulsified asphalt shall be diluted at a rate of one part water to one 4 part emulsified asphalt as specified in Section 5-04.3(19) unless otherwise directed by 5 the Project Engineer. 6 oss 7 The twelfth paragraph is supplemented with the following: 8 9 STE-1 shall not be diluted. 10 11 5-02.3(10) Unfavorable Weather 12 Item 4. under the second paragraph is revised to read: 13 14 4. Construction of bituminous surface treatments shall not be carried out before May 1 15 or after August 31 of any year except upon written order of the Project Engineer. 16 aro 17 SECTION 5-04, HOT MIX ASPHALT 18 December 1, 2008 19 5-04.3(9) Spreading and Finishing 20 The nominal compacted depth for HMA Class 3/4" and HMA Class 1/2" listed under the first 21 paragraph is revised to read: 22 23 HMA Class 3/4" and HMA Class 1/2" 24 wearing course 0.30-feet 25 other courses 0.35-feet 26 27 5-04.3(12)B Longitudinal Joints 28 The first two paragraphs are revised to read: .. 29 30 The longitudinal joint in any 1 course shall be offset from the course immediately below 31 by not more than 6-inches nor less than 2-inches. All longitudinal joints constructed in too 32 the wearing course shall be located at a lane line or an edge line of the Traveled Way. 33 34 On one-lane ramps a longitudinal joint may be constructed at the center of the traffic oso 35 lane, subject to approval by the Project Engineer, if: 36 37 1. The ramp must remain open to traffic, or 38 39 2. The ramp is closed to traffic and a hot-lap joint is constructed. 40 41 a. If a hot-lap joint is allowed at the center of the traffic lane, 2 paving 42 machines shall be used; a minimum compacted density in accordance 43 with Section 5-04.3(10)B shall be achieved throughout the traffic lane; and 44 construction equipment other than rollers shall not operate on any sot 45 uncompacted mix. 46 47 The reference to Standard Plan A-1 in the third paragraph is revised to read "Standard Plan soo 48 A40.10-00." 49 ow 1 5-04.3(16) Weather Limitations 2 The chart for Surface Temperature Limitation is revised to read: 3 Surface Temperature Limitation Compacted Thickness Wearing Course Other Courses (Feet) Less than 0.10 55°F 45°F "" 0.10 to 0.20 45°F 35°F More than 0.20 35°F 35°F 4 5 6 5-04.3(21) Asphalt Binder Revision 7 This section is revised to read: 8 9 When the Contracting Agency provides a source of aggregate, the expected percentage •+ 10 content of asphalt binder in the resulting mix will be identified in the Contract 11 documents. 12 �r 13 Should the percentage of asphalt binder shown in the job mix formula for Hot Mix 14 Asphalt produced with Agency-provided aggregate vary by more than plus or minus 0.3- 15 percent from the amount shown in the Contract documents, an adjustment in payment 16 will be made. The adjustment in payment (plus or minus) will be based on the invoice "` 17 unit cost, including shipping cost, without any markups. The quantity subject to an 18 adjustment shall be the difference between the JMF asphalt binder percentage and the 19 contract document asphalt binder percentage except that the first 0.3% of this difference ap 20 shall not apply. No adjustment will be made when the Contractor elects not to use a 21 Contracting Agency-provided source, or when no source is made available by the 22 Contracting Agency. ust 23 24 SECTION 5-05, CEMENT CONCRETE PAVEMENT 25 April 6, 2009 26 5-05.3(1) Concrete Mix Design for Paving 27 The first paragraph under 1. Materials is revised to read: sif 28 29 1. Materials. Materials shall conform to Section 5-05.2. Fine aggregate shall 30 conform to Section 9-03.1(2), Class 1. Coarse aggregate shall conform to Section 31 9-03.1(4) AASHTO grading No. 467. An alternate combined gradation conforming " 32 to Section 9-03.1(5) may be proposed, that has a nominal maximum aggregate size 33 equal to or greater than a 1-1/2 -inch square sieve. 34 35 Under the first paragraph; 3. Mix Design Modifications is revised to read: 36 37 3. Conformance to Mix Design. Cement, coarse and fine aggregate weights shall ,, ,, 38 be within the following tolerances of the mix design: 39 Portland Cement Concrete Batch Volumes .rr Cement +5% -1% Coarse + 200 Pounds - 200 Pounds r�r INN rr Aggregate Fine Aggregate + 200 Pounds - 200 Pounds 1 2 3 If the total cementitious material weight is made up of different components, these 4 component weights shall be within the following tolerances: 5 6 1. Portland cement weight plus 5-percent or minus 1-percent of that specified 7 in the mix design. .. 8 9 2. Fly ash and ground granulated blast furnace slag weight plus or minus 5- 10 percent of that specified in the mix design. 11 12 3. Microsilica weight plus or minus 10-percent of that specified in the mix 13 design. 14 15 Water shall not exceed the maximum water specified in the mix design. 16 17 The Contractor may initiate minor adjustments to the approved mix proportions 18 within the tolerances noted above without resubmitting the mix design. 19 20 Utilizing admixtures to accelerate the set or to increase workability will be permitted .a. 21 only when approved by the Engineer. Only non-chloride accelerating admixtures 22 that meet the requirements of Section 9-23.6 Admixture for Concrete, shall be 23 used. 24 25 The Contractor shall notify the Engineer in writing of any proposed modification. A 26 new mix design will designate a new lot. 27 28 5-05.3(3)C Finishing Equipment 29 The second sentence in the first paragraph is revised to read: 30 31 On other roads and on WSDOT projects requiring less than 1000-square yards of 32 cement concrete pavement or requiring individual placement areas of less than 1000- 33 square yards, irregular areas, intersections and at locations inaccessible to slip-form 34 paving equipment, cement concrete pavement may be placed with approved placement 35 and finishing equipment utilizing stationary side forms. 36 37 5-05.3(4)A Acceptance of Portland Cement Concrete Pavement 38 The third sentence in the ninth paragraph is deleted. 39 40 5-05.3(8)A Contraction Joints 41 The fifth paragraph is revised to read: 42 43 When cement concrete pavement is placed adjacent to existing cement concrete 44 pavement, the vertical face of all existing working joints shall be covered with a bond 45 breaking material such as polyethylene film, roofing paper or other material as approved 46 by the Engineer. 47 48 5-05.3(8)B Sealing Sawed Contraction Joints 49 The fifth sentence is revised to read: 1 2 The hot-poured compound and the cold-poured compound shall be applied under 3 sufficient pressure to fill the groove from bottom to top and the cured joint sealant shall 4 be between 1/4 inch and 5/8 inch below the top surface of the concrete. r 5 6 SECTION 6-02, CONCRETE STRUCTURES 7 April 6, 2009 8 6-02.2 Materials 9 This section is supplemented with the following: 10 11 Pigmented Sealer Materials for Coating of Concrete Surfaces 9-08.2(1) 12 13 6-02.3(2)A Contractor Mix Design 14 The third sentence in the fourth paragraph is revised to read: 15 16 The nominal maximum size aggregate for Class 4000P shall be 3/8-inch. 17 18 The fourth sentence in the fourth paragraph is revised to read: 19 20 The nominal maximum size aggregate for Class 4000D shall be 1-inch. 21 22 6-02.3(2)B Commercial Concrete 23 The second paragraph is revised to read: 24 25 Where concrete Class 3000 is specified for items such as, culvert headwalls, plugging 26 culverts, concrete pipe collars, pipe anchors, monument cases, light standard Is 27 foundations, pedestals, cabinet bases, guardrail anchors, sign post foundations, fence 28 post footings, sidewalks, curbs, and gutters, the Contractor may use commercial 29 concrete. If commercial concrete is used for sidewalks, curbs, and gutters, it shall have w 30 a minimum cementitious material content of 564-pounds per cubic yard of concrete, 31 shall be air entrained, and the tolerances of Section 6-02.3(5)C shall apply. Commercial 32 concrete shall not be used for items such as, bridges, retaining walls, box culverts, or „ , 33 foundations for high mast luminaires, mast arm traffic signals, cantilever signs, and sign 34 bridges. The Engineer may approve the use of commercial concrete for other 35 applications not listed above. 36 37 6-02.3(6)D Protection Against Vibration 38 The second sentence in the second paragraph is revised to read: 39 40 These requirements for the protection of freshly placed concrete against vibration shall 41 not apply for plant cast concrete, nor shall they apply to the vibrations caused by the 42 traveling public. 43 44 The third sentence in the second paragraph is deleted. 45 46 Item (2) under the third paragraph is revised to read: 47 48 (2) Equipment Class L (Low Vibration) shall include tracked dozers under 85,000- 49 pounds, track vehicles, trucks (unless excluded above), hand operated jack 50 hammers, cranes, auger drill rig, caisson drilling, vibratory roller compactors under 51 30,000-pounds, and grab-hammers. wrr 4.0 1 2 Item (3) under the third paragraph is revised to read: 3 ""' 4 (3) Equipment Class H (High Vibration) shall include pile drivers, vibratory hammers, 5 machine operated impact tools, pavement breakers, and other large pieces of 6 equipment. 7 8 6-02.3(10) Roadway Slabs and Bridge Approach Slabs 9 This section's content is deleted. This section's title is revised to read: 10 11 6-02.3(10) Bridge Decks and Bridge Approach Slabs 12 13 This section is supplemented with the following new sub-sections: 411. 14 15 6-02.3(10)A Preconstruction Meeting 16 A pre-concreting conference shall be held 5 to 10-working days before placing concrete '"° 17 to discuss construction procedures, personnel, and equipment to be used. Those 18 attending shall include: 19 aro 20 1. (representing the Contractor) The superintendent and all foremen in charge of 21 placing the concrete, finishing it; and 22 23 2. (representing the State) The Project Engineer, key inspection assistants, and 24 the State Construction Office. 25 26 If the project includes more than 1 deck or slab, and if the Contractor's key personnel 27 change between concreting operations, or at request of the Engineer, an additional 28 conference shall be held just before each deck or slab is placed. 29 30 The Contractor shall not place bridge decks until the Engineer agrees that: 31 32 1. Concrete producing and placement rates will be high enough to meet placing 33 and finishing deadlines; 34 35 2. Finishers with enough experience have been employed; 36 .40 37 3. Adequate finishing tools and equipment are at the site, and 38 39 4. Curing procedures consistent with the Specification requirements are 40 employed. 41 42 6-02.3(10)B Screed Rail Supports 43 The Contractor shall place screed rails outside the finishing area. When screed rails 44 cannot be placed outside the finishing area as determined by the Engineer, they shall 45 rest on adjustable supports that can be removed with the least possible disturbance to 46 the screeded concrete. The supports shall rest on structural members or on forms rigid 47 enough to resist deflection. Supports shall be removable to at least 2-inches below the 48 finished surface. For staged constructed bridge decks, the finishing machine screed 49 rails shall not be supported on the completed portion of deck and shall deflect with the 50 portion of structure under construction. 51 1 Screed rails (with their supports) shall be strong enough and stiff enough to permit the 2 finishing machine to operate effectively on them. All screed rails shall be placed and 3 secured for the full length of the deck/slab before the concreting begins. If the Engineer 4 approves in advance, the Contractor may move rails ahead onto previously set supports 'm" 5 while concreting progresses. But such movable rails and their supports shall not change 6 the set elevation of the screed. 7 ,rr 8 On steel truss and girder spans, screed rails and bulkheads may be placed directly on 9 transverse steel floorbeams, with the strike-board moving at right angles to the 10 centerline of the Roadway. 11 12 6-02.3(10)C Finishing Equipment 13 The finishing machine shall be self-propelled and be capable of forward and reverse 14 movement under positive control. The finishing machine shall be equipped with a 15 rotating cylindrical single or double drum screed not exceeding 60-inches in length. The 16 finishing machine shall have the necessary adjustments to produce the required cross- 17 section, line, and grade. Provisions shall be made for the raising and lowering of all 18 screeds under positive control. The upper vertical limit of screed travel shall permit the 19 screed to clear the finished concrete surface. 20 ,,,i 21 For bridge deck widening of 20-feet or less, and for bridge approach slabs, or where 22 jobsite conditions do not allow the use of conventional configuration finishing machines 23 described above, the Contractor may propose the use of a hand operated motorized 24 power screed such as a "Texas" or "Bunyan" screed. This screed shall be capable of op 25 finishing the bridge deck and bridge approach slab to the same standards as the 26 finishing machine. The Contractor shall not begin placing bridge deck or bridge 27 approach slab concrete until receiving the Engineer's approval of this screed and the 0' 28 placing procedures. 29 30 On bridge decks the Contractor may use hand-operated strike-boards only when the wir 31 Engineer approves for special conditions where self propelled or motorized hand 32 operated screeds cannot be employed. These boards shall be sturdy and able to strike 33 off the full placement width without intermediate supports. Strike-boards, screed rails, yr 34 and any specially made auxiliary equipment shall receive the Engineer's approval 35 before use. All finishing requirements in these Specifications apply to hand-operated 36 finishing equipment. 37 38 6-02.3(10)D Concrete Placement, Finishing, and Texturing 39 Before any concrete is placed, the finishing machine shall be operated over the entire 40 length of the deck/slab to check screed deflection. Concrete placement may begin only " 41 if the Engineer approves after this test. 42 43 Immediately before placing concrete, the Contractor shall check (and adjust if urs 44 necessary) all falsework and wedges to minimize settlement and deflection from the 45 added mass of the concrete deck/slab. The Contractor shall also install devices, such as 46 telltales, by which the Engineer can readily measure settlement and deflection. 47 48 The Contractor shall schedule the concrete placement so that it can be completely 49 finished during daylight. After dark finishing is permitted if the Engineer approves and if 50 the Contractor provides adequate lighting. eft 51 rrr 1 The placement operation shall cover the full width of the Roadway or the full width 2 between construction joints. The Contractor shall locate any construction joint over a 3 beam or web that can support the deck/slab on either side of the joint. The joint shall not 4 occur over a pier unless the Plans permit. Each joint shall be formed vertically and in 5 true alignment. The Contractor shall not release falsework or wedges supporting pours 6 on either side of a joint until each side has aged as these Specifications require. �.. 7 8 Placement of concrete for bridge decks and bridge approach slabs shall comply with 9 Section 6-02.3(6).The Engineer shall approve the placement method. In placing the 10 concrete, the Contractor shall: SWO 11 12 1. Place it (without segregation) against concrete placed earlier, as near as 13 possible to its final position, approximately to grade, and in shallow, closely 14 spaced piles; 15 16 2. Consolidate it around reinforcing steel by using vibrators before strike-off by 17 the finishing machine; 18 19 3. Not use vibrators to move concrete; 20 SW 21 4. Not revibrate any concrete surface areas where workers have stopped prior to 22 screeding; 23 "` 24 5. Remove any concrete splashed onto reinforcing steel in adjacent segments 25 before concreting them; 26 27 6. Tamp and strike off the concrete with a template or strike board moving slowly 28 forward at an even speed; 29 30 7. Maintain a slight excess of concrete in front of the cutting edge across the 31 entire width of the placement operation; 32 33 8. Make enough passes with the strike-board (without overfinishing and bringing 34 excessive amounts of mortar to the surface) to create a surface that is true and 35 ready for final finish; and 36 37 9. Leave a thin, even film of mortar on the concrete surface after the last pass of 38 the strike-board. 39 40 Workers shall complete all post screeding operations without walking on the concrete. 41 This may require work bridges spanning the full width of the slab. 42 43 After removing the screed supports, the Contractor shall fill the voids with concrete (not 44 mortar). 45 46 If necessary, as determined by the Engineer, the Contractor shall float the surface left by 47 the finishing machine to remove roughness, minor irregularities, and seal the surface of 48 the concrete. Floating shall leave a smooth and even surface. Float finishing shall be 49 kept to a minimum number of passes so air bubbles in the concrete are not released. 50 The floats shall be at least 4-feet long. Each transverse pass of the float shall overlap 51 the previous pass by at least half the length of the float. The first floating shall be at right 1 angles to the strike-off. The second floating shall be at right angles to the centerline of 2 the span.A smooth riding surface shall be maintained across construction joints. 3 est 4 Expansion joints shall be finished with a 1/2-inch radius edger. 5 6 After floating, but while the concrete remains plastic, the Contractor shall test the entire 7 deck/slab for flatness (allowing for crown, camber, and vertical curvature). The testing +* 8 shall be done with a 10-foot straightedge held on the surface. The straightedge shall be 9 advanced in successive positions parallel to the centerline, moving not more than 1/2 10 the length of the straightedge each time it advances. This procedure shall be repeated go 11 with the straightedge held perpendicular to the centerline. An acceptable surface shall 12 be one free from deviations of more than 1/8-inch under the 10-foot straightedge. 13 14 If the test reveals depressions, the Contractor shall fill them with freshly mixed concrete, 15 strike off, consolidate, and refinish them. High areas shall be cut down and refinished. 16 Retesting and refinishing shall continue until an acceptable, deviation free surface is 17 produced. The hardened concrete shall meet all smoothness requirements of these 18 Specifications even though the tests require corrective Work. 19 20 The Contractor shall texture the bridge deck and bridge approach slab by combing the a* 21 final surface perpendicular to the centerline. Made of a single row of metal tines, the 22 comb shall leave striations in the fresh concrete approximately 3/16 inch deep by 1/8 23 inch wide and spaced approximately 1/2-inch apart. The Engineer will decide actual 'w' 24 depths at the site. (If the comb has not been approved, the Contractor shall obtain the 25 Engineer's approval by demonstrating it on a test section.) 26 ws 27 The Contractor may operate the combs manually or mechanically, either singly or with 28 several placed end to end. The timing and method used shall produce the required 29 texture without displacing larger particles of aggregate. Texturing shall end 2-feet from 30 curb lines. This 2-foot untextured strip shall be hand finished with a steel trowel. 31 32 If the Plans call for an overlay (to be constructed under the same Contract), such as hot 33 mix asphalt, latex modified concrete, epoxy concrete, or similar, the Contractor shall 34 produce the final finish by dragging a strip of damp, seamless burlap lengthwise over 35 the full width of the deck/slab or by brooming it lightly. A burlap drag shall equal the 36 deck/slab in width. Approximately 3-feet of the drag shall contact the surface, with the '"'' 37 least possible bow in its leading edge. It shall be kept wet and free of hardened lumps of 38 concrete. When it fails to produce the required finish, the Contractor shall replace it. 39 When not in use, it shall be lifted clear of the slab. .ro 40 41 After the deck/slab has cured, the surface shall not vary more than 1/8-inch under a 10- 42 foot straightedge placed parallel and perpendicular to the centerline. to 43 44 The Contractor shall cut high spots down with a diamond faced, saw-type cutting 45 machine. This machine shall cut through mortar and aggregate without breaking or „+, 46 dislodging the aggregate or causing spalls. 47 48 Low spots shall be built up utilizing a grout or concrete with a strength equal to or 49 greater than the required 28-day strength of the deck/slab. The method of build-up shall to 50 be submitted to the Engineer for approval. 51 1 The surface texture on any area cut down or built up shall match closely that of the 2 surrounding bridge deck or bridge approach slab area. The entire bridge deck and 3 bridge approach slab shall provide a smooth riding surface. mu' 4 5 6-02.3(10)E Sidewalk 6 Concrete for sidewalk shall be well compacted, struck off with a strike-board, and i. 7 floated with a wooden float to achieve a surface that does not vary more than '/8-inch 8 under a 10-foot straightedge. An edging tool shall be used to finish all sidewalk edges 9 and expansion joints. The final surface shall have a granular texture that will not turn 10 slick when wet. 11 12 6-02.3(10)F Bridge Approach Slab Orientation and Anchors 13 Bridge approach slabs shall be constructed full bridge deck width from outside usable 14 Shoulder to outside usable Shoulder at an elevation to match the Structure. The bridge 15 approach slabs shall be modified as shown in the Plans to accommodate the grate 16 inlets at the bridge ends if the grate inlets are required. �.. 17 18 Bridge approach slab anchors shall be installed as detailed in the Plans and the anchor 19 rods, couplers, and nuts shall conform to Section 9-06.5(1). The steel plates shall a„ 20 conform to ASTM A 36. All metal parts shall receive 1 coat of formula A-11-99 paint 21 meeting the requirements of Section 9-08.2. The pipe shall be any non-perforated PE 22 or PVC pipe of the diameter specified in the Plans. Polystyrene shall conform to 23 Section 9-04.6. The anchors shall be installed parallel both to profile grade and center `N' 24 line of Roadway. The Contractor shall secure the anchors to ensure that they will not be 25 misaligned during concrete placement. For Method B anchors installations, the epoxy 26 bonding agent used to install the anchors shall be Type IV conforming to Section 9-26.1. "ft 27 The compression seal shall be as noted in the Contract documents. Dowel bars shall 28 be installed in the bridge approach slabs in accordance with the requirements of the 29 Standard Plans and Section 5-05.3(10). 30 31 After curing bridge approach slabs in accordance with Section 6-02.3(11), the bridge 32 approach slabs may be opened to traffic when a minimum compressive strength of 33 2,500 psi is achieved. 34 35 6-02.3(12) Construction Joints 36 The third sentence in the second paragraph is deleted. `0` 37 38 6-02.3(14) Finishing Concrete Surfaces 39 The following new sub-section is inserted after Section 6-02.3(14)B: 40 41 6-02.3(14)C Pigmented Sealer for Concrete Surfaces 42 All surfaces specified in the Plans to receive pigmented sealer shall receive a Class 2 .. 43 surface finish, (except that concrete barrier surfaces shall be finished in accordance 44 with Section 6-02.3(11)A) and shall receive a light brush sandblasting in order that 45 complete neutralization of the surface and subsequent penetration of the pigmented Y., 46 sealer is achieved. All curing agents and form release agents shall be removed. The 47 surface shall be dry, clean and prepared in accordance with the manufacturer's written 48 instructions. The Contractor shall submit four copies of the manufacturer's written 49 instructions. 50 51 The Contractor shall not apply pigmented sealer from a batch greater than twelve 52 months past the initial date of color sample approval of that batch by the Engineer. 1 The pigmented sealer color or colors for specific concrete surfaces shall be as specified 2 in the Special Provisions. 3 4 The pigmented sealer shall be spray applied in accordance with the manufacturer's 5 written instructions for application, air temperature required for sealer application and 6 curing, qualification of applicator, rate of application, and number of coats to apply. 7 Pigmented sealer shall not be applied until the concrete has cured for at least 28 days. .w 8 Pigmented sealer shall not be applied upon damp surfaces, nor shall it be applied when 9 the air is misty, or otherwise unsatisfactory for the work, in the opinion of the 10 manufacturer or the Engineer. The final appearance shall have an even and uniform .o 11 color acceptable to the Engineer. 12 13 For concrete surfaces such as columns, retaining walls, pier walls, abutments, concrete 14 fascia panels, and noise barrier wall panels, the pigmented sealer shall extend to one " 15 foot below the finish ground line, unless otherwise shown in the Plans. 16 17 6-02.3(17)N Removal of Falsework and Forms .r 18 The fifth paragraph, beginning with "The Contractor may remove side forms, traffic barrier 19 form, and pedestrian barrier forms" etc, is deleted. 20 r 21 6-02.3(17)0 Early Concrete Test Cylinder Breaks 22 The third paragraph is revised to read: 23 24 The cylinders shall be cured in accordance with WSDOT FOP for AASHTO T 23. 25 26 6-02.3(20) Grout for Anchor Bolts and Bridge Bearings 27 This section's title is revised to read: "s 28 29 6-02.3(20) Grout for Anchor Bolts and Bridge Bearings 30 31 6-02.3(25) Prestressed Concrete Girders 32 In the fourth paragraph, the second sentence in Prestressed Concrete Wide Flange I Girder 33 is revised to read: 34 35 WSDOT standard girders in this category include Series WF42G, WF50G, WF58G, 36 WF66G, WF74G, WF83G, WF95G and WF100G. 37 38 In the fourth paragraph, the seventh sentence in Spliced Prestressed Concrete Girder is 39 revised to read: 40 '"" 41 WSDOT standard girders in this category include Series WF66PTG, WF74PTG, 42 WF83PTG, WF95PTG and WF100PTG. 43 44 6-02.3(25)B Casting 45 The reference to Section 9-23.7 in the second sentence of the third paragraph is deleted. 46 47 6-02.3(25)C Prestressing 48 The fifth paragraph is revised to read: 49 w 50 From manufacture to encasement in concrete, prestressing strand shall be protected 51 against dirt, oil, grease, damage, and all corrosives. Strand shall be stored in a dry 52 covered area and shall be kept in the manufacturer's original packaging until placement 1 in the forms. If prestressing strand has been damaged or pitted, it will be rejected. 2 Prestressing strand with rust shall be spot cleaned with a non-metallic pad to inspect for 3 any sign of pitting or section loss. imp 4 5 6-02.3(25)J Horizontal Alignment 6 The first paragraph is revised to read: 7 8 The Contractor shall check and record the horizontal alignment of the top and bottom 9 flanges of each girder at the following times: 10 11 1. Initial - upon removal of the girder from the casting bed; 12 13 2. Final - within 2-weeks, but not less than 3-days prior to shipment; and 14 15 3. Storage - between 115 to 125-days after casting, if the girder remains in 16 storage for a period exceeding 120-days. ®r• 17 18 Each check shall be made by measuring the distance between each flange and a chord 19 that extends the full length of the girder. The Contractor shall perform and record each 20 check at a time when the alignment of the girder is not influenced by temporary 21 differences in surface temperature. Records for the Initial check shall be included in the 22 Contractor's Prestressed Concrete Certificate of Compliance. Records for the Final and 23 Storage checks shall be provided to the Engineer for approval. 24 25 The first sentence in the fifth paragraph is deleted. 26 27 6-02.3(25)K Girder Deflection 28 The first paragraph is revised to read: 29 IOW 30 The Contractor shall check and record the vertical deflection (camber) of each girder at 31 the following times: 32 33 1. Initial - upon removal of the girder from the casting bed; and 34 35 2. Storage - within 2-weeks, but not less than 3-days prior to shipment, if the 36 girder remains in storage for a period exceeding 120-days. "" 37 38 The Contractor shall perform and record each check at a time when the alignment of the 39 girder is not influenced by temporary differences in surface temperature. These records 40 shall be available for the Engineer's inspection, and in the case of girders older than 41 120-days, shall be transmitted to the Engineer as soon as practical for evaluation of the 42 effect of long-term storage on the "D" dimension. Records for the Initial check shall be 43 included in the Contractor's Prestressed Concrete Certificate of Compliance. Records 44 for the Storage check shall be provided to the Engineer for approval. 45 46 6-02.3(25)L Handling and Storage 47 The fifth sentence in the third paragraph is deleted. 48 49 6-02.3(25)N Prestressed Concrete Girder Erection or` 50 The fourth paragraph is revised to read: 51 1 When prestressed girders arrive on the project, the Project Engineer will confirm that 2 they are stamped "Approved for Shipment", that the final horizontal alignment and 3 deflection (camber) check records have been approved, and that they have not been 4 damaged in shipment, before accepting them. 5 6 6-02.3(26)E Ducts 7 The first six paragraphs under the heading Ducts for Internal Embedded Installation are Wit 8 revised to read: 9 10 Ducts, including their splices, shall be semi-rigid, air and mortar tight, corrugated plastic 11 ducts of virgin polyethylene or polypropylene materials, free of water soluble chlorides 12 or other chemicals reactive with concrete or post-tensioning reinforcement. Ducts, 13 including their splices, shall either have a white coating on the outside or shall be of a 14 white material with ultraviolet stabilizers added. Ducts, including their splices, shall be 15 capable of withstanding concrete pressures without deforming or permitting the intrusion 16 of cement paste during placement of concrete. All fasteners shall be appropriate for use 17 with plastic ducts, and all clamps shall be of an approved plastic material. 18 19 Polyethylene ducts shall conform to ASTM D 3350 with a cell classification of 345464A. 20 Polypropylene ducts shall conform to ASTM D 4101 with a cell classification of either to 21 PP0340B14541 or PP0340B67884. Resins used for duct fabrication shall have a 22 minimum oxidation induction time of 20 minutes, in accordance with ASTM D 3895, 23 based on tests performed by the duct fabricator on samples taken from the lot of 24 finished product. The duct thickness shall be as specified in Section 10.8.3 of the 25 AASHTO LRFD Bridge Construction Specifications, latest edition and current interims. 26 27 Each duct shall maintain the required profile within a placement tolerance of plus or +s 28 minus 1/4-inch for longitudinal tendons and plus or minus 1/8-inch for transverse slab 29 tendons during all phases of the work. The minimum acceptable radius of curvature 30 shall be as recommended by the duct manufacturer and as supported by documented OW 31 industry standard testing. The ducts shall be completely sealed to keep out all mortar. 32 33 Each duct shall be located to place the tendon at the center of gravity alignment shown 34 in the Plans. To keep friction losses to a minimum, the Contractor shall install ducts to 35 the exact lines and grades shown in the Plans. Once in place, the ducts shall be tied 36 firmly in position before they are covered with concrete. During concrete placement, the 37 Contractor shall not displace or damage the ducts. 38 39 The ends of the ducts shall: 40 ,W 41 1. Permit free movement of anchorage devices, and 42 2. Remain covered after installation in the forms to keep out all water or debris. 43 VW 44 Immediately after any concrete placement, the Contractor shall force blasts of oil-free, 45 compressed air through the ducts to break up and remove any mortar inside before it 46 hardens. Before deck concrete is placed, the Contractor shall satisfy the Engineer that 110 47 ducts are unobstructed and contain nothing that could interfere with tendon installation, 48 tensioning, or grouting. If the tendons are in place, the Contractor shall show that they 49 are free in the duct. 50 51 Ducts shall be capped and sealed at all times until the completion of grouting to prevent 52 the intrusion of water. VW VW 1 2 The last paragraph under the heading Ducts for Internal Embedded Installation is revised 3 to read: 4 5 When the duct must be curved in a tight radius, more flexible duct may be used, subject 6 to the Engineer's approval. ,,., 7 8 The first paragraph under the heading Ducts for External Exposed Installation is revised 9 to read: 10 11 Duct shall be high-density polyethylene (HDPE) conforming to ASTM D 3350. The cell 12 classification for each property listed in Table 1 shall be as follows: 13 14 This section is supplemented with the following: 15 16 Vents, Grout Injection Ports, Drains and Caps 17 The Contractor shall install vents at high points and drains at low points of the tendon 18 profile (and at other places if the Plans require). Vents at high points shall consist of a 19 set of three vents - one to be installed at the high point of the duct, and flanking vents to at, 20 be installed on either side of the high point vent at locations where the duct profile is 8 to 21 12 inches below the elevation of the high point vent. Vents shall include grout injection 22 ports. 23 24 Vents and drains shall have a minimum inside diameter of 3/4 inches, and shall be of 25 either stainless steel, nylon, or polyolefin materials, free of water soluble chlorides or 26 other chemicals reactive with concrete or post-tensioning reinforcement. Stainless steel 27 vents and drains shall conform to ASTM A 240 Type 316. Nylon vents and drains shall 28 conform to cell classification S-PA0141 (weather resistant). Polyolefin vents and drains 29 shall contain an antioxidant with a minimum oxidation induction time of 20 minutes in 30 accordance with ASTM D 3895. Polyolefin vents and drains shall also have a stress 31 crack resistance of three hours minimum when tested at an applied stress of 350 psi in 32 accordance with ASTM F 2136. 33 34 All fasteners shall be appropriate for use with plastic ducts, and all clamps shall be of an 35 approved plastic material. Taping of connections is not allowed. Valves shall be positive 36 mechanical shut-off valves. Valves, and associated caps, shall have a minimum 37 pressure rating of 100 psi. 38 39 Vents shall point upward and remain closed until grouting begins. Drains shall point 40 downward and remain open until grouting begins. Ends of stainless steel vents and 41 drains shall be removed 1-inch inside the concrete surface after grouting has been 42 completed. Ends of nylon or polyolefin vents and drains may be left flush to the surface 43 unless otherwise specified by the Engineer. Vents, except for grout injection, are not 44 required for transverse post-tensioning ducts in the roadway slab unless specified in the 45 Plans. 46 47 Caps shall be made of either stainless steel or fiber reinforced polymer (FRP). Stainless 48 steel caps shall conform to ASTM A 240 Type 316L. The resin for FRP caps shall be 49 either nylon, polyester, or acrylonitrite butadiene styrene (ABS). Nylon shall conform to 50 cell classification S-PA0141 (weather resistant). Caps shall be sealed with "0" ring seals 51 or precision fitted flat gaskets placed against the bearing plate. Caps shall be fastened 52 to the anchorage with stainless steel bolts conforming to ASTM A 240 Type 316L. 1 2 Leak Tightness Testing 3 The Contractor shall test each completed duct assembly for leak tightness, prior to 4 casting concrete and placing post-tensioning reinforcement. The Contractor shall submit " 5 the equipment used to conduct the leak tightness testing and to monitor and record the 6 pressure maintained in and lost from the closed assembly, and the process to be 7 followed in conducting the leak tightness testing, to the Engineer for approval along with ail 8 the post-tensioning system shop drawings in accordance with Section 6-02.3(26)A. 9 10 Prior to testing, all vents, grout injection ports, and drains shall either be capped or have „i 11 their shut-off valves closed. The Contractor shall pressurize the completed duct 12 assembly to an initial air pressure of 50 psi. This pressure shall be held for five minutes 13 to allow for internal adjustments within the assembly. After five minutes, the air supply 14 valve shall be closed. The Contractor shall monitor and measure the pressure "" 15 maintained within the closed assembly, and any subsequent loss of pressure, over a 16 period of one minute following the closure of the air supply valve. Locations of leakage 17 shall be identified, repaired or reconstructed, and the repaired reassembled duct system +a 18 retested. The cycle of testing, repair and retesting of each completed duct assembly 19 shall continue until the completed duct assembly completes a test with pressure loss 20 within the specified amount. The maximum pressure loss for duct assemblies equal to m, 21 or less than 150 feet in length shall be 25 psig. The maximum pressure loss for duct 22 assemblies greater than 150 feet in length shall be 15 psig. 23 24 6-02.3(26)F Prestressing Reinforcement 25 The fourth paragraph is revised to read: 26 27 From manufacture to encasement in concrete or grout, prestressing strand shall be lit 28 protected against dirt, oil, grease, damage, and all corrosives. Strand shall be stored in 29 a dry covered area and shall be kept in the manufacturer's original packaging. If 30 prestressing strand has been damaged or pitted, it will be rejected. Prestressing strand rrr. 31 with rust shall be spot cleaned with a non-metallic pad to inspect for any sign of pitting 32 or section loss. If the prestressing reinforcement will not be stressed and grouted for 33 more that seven calendar days after it is placed in the ducts, the Contractor shall place 34 an approved corrosion inhibitor conforming to Federal Specification MIL-P-3420F-87 in 35 the ducts. 36 37 6-02.3(26)H Grouting 38 The following is inserted in front of the first paragraph of this section: 39 40 Grout for post-tensioning reinforcement shall be a Class C pre-packaged, pumpable, 41 non-segregating, non-shrink, high-strength grout conforming to the requirements 42 specified in Section 10.9.3 of the AASHTO LRFD Bridge Construction Specifications, 43 latest edition and current interims. Pre-packaged components of the grout mix shall be irr 44 used within six months or less from date of manufacture to date of usage. Grout for 45 post-tensioning reinforcement will be accepted based on manufacturer's certificate of 46 compliance in accordance with Section 1-06.3, except that the water-cementitious ,,,,, 47 material ratio of 0.45 maximum shall be field verified. 48 49 All grout produced for any single structure shall be furnished by one supplier. 50 51 All grouting operations shall be conducted by ASBI certified grout technicians. 52 ire 1 The Contractor shall submit a grouting operation plan to the Engineer for approval in 2 accordance with Section 6-01.9. The grouting operation plan shall include, but not be 3 limited to, the following: 4 5 1. Names of the grout technicians, accompanied by documentation of their ASBI 6 certification. 7 8 2. Type, quantity and brand of materials used in the grouting operations, 9 including all manufacturer's certificates of compliance. 10 11 3. Type of equipment to be used, including meters and measuring devices used 12 to positively measure the quantity of materials used to mix the post-tensioning 13 grout, the equipment capacity in relation to demand and working conditions, 14 and all back-up equipment and spare parts. 15 16 4. General grouting procedure. 17 18 5. Duct leak tightness testing and repair procedures as specified in Section 6- 19 02.3(26)E. 20 21 6. Methods used to control the rate of grout flow within the ducts. 22 23 7. Theoretical grout volume calculations, and target flow rates recommended by 24 the grout manufacturer as a function of the mixer equipment and the expected 25 range of ambient temperatures. 26 �•• 27 8. Grout mixing and pumping procedures. 28 29 9. Direction of grouting. 30 31 10. Sequence of use of the grout injection ports, vents and drains. 32 33 11. Procedures for handling blockages. 34 35 12. Procedures for post-grouting repairs. 36 37 The Contractor shall not begin grouting operations until receiving the Engineer's 38 approval of the grouting operation plan. 39 40 Post-tensioning grout shall be mixed in accordance with the pre-packaged grout 41 manufacturer's recommendations using high-shear colloidal mixers. Mechanical paddle 42 mixers will not be allowed. The grout produced for filling post-tensioning ducts shall be ,. 43 free of lumps and undispersed cement. All equipment used to mix each batch of post- 44 tensioning grout shall be equipped with appropriate meters and measuring devices to 45 positively measure all quantities of all materials used to produce the mixed grout. The 46 field test for water-cementitious materials ratio shall be performed prior to beginning the 47 grout injection process. Grouting shall not begin until the material properties of each 48 batch of grout have been confirmed as acceptable. 49 50 The fourth paragraph is deleted. 51 52 The fifth paragraph is deleted. 1 2 The sixth paragraph is deleted 3 4 6-02.5 Payment 5 The paragraph following bid item "Commercial Concrete" is supplemented with the following: 6 7 All costs in connection with furnishing and applying pigmented sealer to concrete ell 8 surfaces as specified shall be included in the unit contract price per cubic yard for 9 "Conc. Class ". If the concrete is to be paid for other than by class of concrete then 10 the costs shall be included in the applicable adjacent item of work. 11 12 SECTION 6-03, STEEL STRUCTURES 13 April 6, 2009 111. 14 6-03.3(33) Bolted Connections 15 The second paragraph is revised to read: 16 17 All bolted connections are slip critical. Painted structures require either Type 1 or Type 18 3 bolts. Unpainted structures require Type 3 bolts. AASHTO M 253 bolts shall not be 19 galvanized or be used in contact with galvanized metal. 20 21 6-03.3(33)A Pre-Erection Testing 22 The first sentence in the first paragraph is revised to read: 23 24 High strength bolt assemblies (bolt, nut, and washer), black and galvanized, shall be 25 subjected to a field rotational capacity test, as outlined below, prior to any erection SIR 26 activity. 27 28 6-03.3(38) Placing Superstructure 29 This section is revised to read: 30 31 The concrete in piers and crossbeams shall reach at least 80-percent of design strength 32 before girders are placed on them. 33 34 6-03.4 Measurement 35 The second paragraph is revised to read: 36 37 Cast or forged metal (kind) shown in the Plans will be measured by the pound or will be 38 paid for on a lump sum basis, whichever is shown on the Proposal. 39 40 SECTION 6-05, PILING 41 December 1, 2008 42 6-05.3(11)A Tolerances 43 The first sentence is revised to read: 44 45 For elevated pier caps, the tops of piles at cut-off elevation shall be within 2-inches of 46 the horizontal locations indicated in the Contract. 47 +rr IN 1 SECTION 6-07, PAINTING 2 April 6, 2009 3 6-07.3(1) Painting New Steel Structures 4 The third paragraph is revised to read: 5 6 The primer coat, the second coat and the third coat shall all be selected from the same 7 manufacturer and shall be from one of the approved paint systems listed in the Qualified 8 Products List. Once a paint system has been selected, that system shall be used 9 throughout the Structure. 10 11 The ninth paragraph is deleted. 12 13 6-07.3(2)G Painting Steel Surfaces 14 The first sentence in the first paragraph is revised to read: 15 16 The coating system for all steel surfaces shall incorporate 3 single component moisture- 17 cured polyurethane coats from the same manufacturer and shall be from one of the 18 approved paint systems listed in the Qualified Products List. 19 20 6-07.3(4) Painting Galvanized Surfaces 21 This section is revised and renumbered as follows: 22 23 6-07.3(4)A Painting of Galvanized Surfaces 24 All galvanized surfaces receiving paint shall be prepared for painting in accordance with 25 the ASTM D 6386. The method of preparation shall be as agreed upon by the paint 26 manufacturer and the galvanizer. The Contractor shall not begin painting until receiving 27 the Engineer's approval of the prepared galvanized surface. 28 29 Environmental Conditions 30 Steel surfaces shall be: 31 32 • Greater than 35°F and 33 • Less than 115°F 34 or in accordance with the manufacturer's recommendations, whichever is more 35 stringent. 36 37 The Contractor shall paint the dry surface as follows: 38 Paint Formulas Type First Coat MIL-P-24441 Epoxy polyamide ,,. Second Coat C-11-99 Moisture Cured Aliphatic Polyurethane 39 40 ..� 41 Each coat shall be dry before the next coat is applied. All coats applied in the shop shall 42 be dried hard before shipment. 43 44 The following new section is inserted before Section 6-07.3(4)A: 45 us 1 6-07.3(4) Painting or Powder Coating of Galvanized Surfaces 2 Galvanized surfaces specified to be coated after galvanizing shall receive either paint in 3 accordance with Section 6-07.3(4)A or powder coating in accordance with Section 6- 4 07.3(4)B. The color of the finish coat shall be as specified in the Special Provisions. 5 6 The following new sub-section is inserted after Section 6-07.3(4)A: 7 rtia 8 6-07.3(4)B Powder Coating of Galvanized Surfaces 9 Powder coating of galvanized surfaces shall conform to the following requirements: 10 11 Submittals 12 The Contractor shall submit the following information to the Engineer for approval: 13 14 1. The name, location, and contact information (mail address, phone, 15 and e-mail) for the firm performing the powder coating operation. 16 17 2. Quality control (QC) programs established and followed by the firm 18 performing the powder coating operation. Forms to document 19 inspection and testing of coatings as part of the QC program shall be 20 included in the submittal. 21 22 3. Project specific powder coating plan, including identification of the 23 powder coating materials used (and manufacturer), and specific 24 cleaning, surface preparation, pre-heating, powder coating 25 application, curing, shop and field coating repair, handling, and 26 storage processes to be taken for the assemblies being coated for 27 this project. 28 29 4. Product data and MSDS sheets for all powder coating and coating 30 repair materials. MIL 31 32 Galvanizing 33 Prior to the galvanizing operation, the Contractor shall identify to the galvanizer the at 34 specific assemblies and surfaces receiving the powder coating after galvanizing, to 35 ensure that the galvanizing method used on these assemblies is compatible with 36 subsequent application of a powder coating system. Specifically, such assemblies 37 shall neither be water-quenched, nor receive a chromate conversion coating, as 38 part of the galvanizing operation. 39 40 Galvanized Surface Cleaning and Preparation 41 Galvanized surfaces receiving the powder coating shall be cleaned and prepared 42 for coating in accordance with ASTM D 6386, and the project specific powder 43 coating plan as approved by the Engineer. „s 44 45 Assemblies conforming to the ASTM D 6386 definition for newly galvanized steel 46 shall receive surface smoothing and surface cleaning in accordance with ASTM D 47 6386 Section 5, and surface preparation in accordance with ASTM D 6386 Section 48 5.4.1. 49 50 Assemblies conforming to the ASTM D 6386 definition for partially weathered 51 galvanized steel shall be checked and prepared in accordance with ASTM D 6386 52 Section 6, before then receiving surface smoothing and surface cleaning in IMO .rt 1 accordance with ASTM D 6386 Section 5, and surface preparation in accordance 2 with ASTM D 6386 Section 5.4.1. 3 4 Assemblies conforming to the ASTM D 6386 definition for weathered galvanized 5 steel shall be prepared in accordance with ASTM D 6386 Section 7, before then 6 receiving surface smoothing and surface cleaning in accordance with ASTM D 7 6386 Section 5 and surface preparation in accordance with ASTM D 6386 Section 8 5.4.1. 9 10 The Contractor shall notify the Engineer of all surface cleaning and preparation 11 activities, and shall provide the Engineer opportunity to perform quality assurance 12 inspection, in accordance with Section 1-05.6, at the completion of surface cleaning 13 and preparation activities prior to beginning powder coating application. 14 15 Powder Coating Application and Curing 16 After surface preparation, the two component powder coating shall be applied in 17 accordance with the powder coating manufacturer's recommendations, the project 18 specific powder coating plan as approved by the Engineer, and as follows: 19 20 1. Pre-heat. The pre-heat shall be sufficient to prevent pin holes from aro 21 forming in the finished coating system. 22 23 2. Apply the epoxy primer coat, followed by a partial cure. 24 25 3. Apply the polyester finish coat, followed by the finish cure. 26 27 Testing 28 The firm performing the powder coating operation shall conduct, or make 29 arrangements for, QC testing on all assemblies receiving powder coating for this 30 project, in accordance with the powder coating firm's QC program as documented OIL 31 in item 2 of the Submittal subsection above. Testing may be performed on coated 32 surfaces of production fabricated items, or on a representative test panel coated 33 alongside the production fabricated items being coated. There shall be a minimum 34 of one set of tests representing each cycle of production fabricated items coated 35 and cured. Additional tests shall be performed at the request of the Engineer. 36 Repair of damaged coatings on production fabricated items shall be the 37 responsibility of the firm applying the powder coating, and shall be in accordance 38 with the project specific powder coating plan as approved by the Engineer. At a 39 minimum, the QC testing shall test for the following requirements: 40 41 1. Visual inspection for the presence of coating holidays, and other 42 unacceptable surface imperfections. 43 44 2. Coating thickness measurement in accordance with Section 6-07.3(5). 45 The minimum thickness of the epoxy primer coating and polyester finish 46 coating shall be 3 mils each. 47 48 3. Hardness testing in accordance with ASTM D 3363, with the finish coat 49 providing a minimum hardness value of H. 50 51 4. Adhesion testing in accordance with ASTM D 4541 for 400 psi minimum 52 adhesion for the complete two component coating system. 1 .r 2 5. Powder Coating Institute (PCI) #8 recommended procedure for solvent 3 cure test. 4 5 The results of the QC testing shall be documented in a QC report, and submitted to 6 the Engineer for approval. 7 8 The Engineer shall be provided notice and access to all assemblies at the powder 9 coating facility for the purposes of Contracting Agency acceptance inspection, 10 including notice and access to witness all hardness and adhesion testing performed r 11 by the firm conducting the QC testing, in accordance with Section 1-05.6. 12 13 Assemblies not meeting the above requirements will be subject to rejection by the 14 Engineer. Rejected assemblies shall be repaired or re-coated by the Contractor, at 'l" 15 no additional expense to the Contracting Agency, in accordance with the project 16 specific powder coating plan as approved by the Engineer until the assemblies 17 satisfy the acceptance testing requirements. to 18 19 Assemblies shall not be shipped from the powder coating firm's facility to the 20 project site until the Contractor receives the Engineer's approval of the QC Report i mit 21 and assembly inspection performed by the Engineer. 22 23 Coating Protection For Shipping, Storage, and Field Erection 24 After curing and acceptance, the Contractor shall protect the coated assemblies 1" 25 with multiple layers of bubble wrap, or other protective wrapping materials specified 26 in the project specific powder coating plan as approved by the Engineer. 27 28 During storage and shipping, each assembly shall be separated from other 29 assemblies by expanded polystyrene spacers and other spacing materials specified 30 in the project specific powder coating plan as approved by the Engineer. „IL 31 32 After erection, all coating damage due to the Contractor's shipping, storage, 33 handling, and erection operations shall be repaired by the Contractor, at no 34 additional expense to the Contracting Agency, in accordance with the project 35 specific powder coating plan as approved by the Engineer. The Contractor shall 36 provide the Engineer access to all locations of all powder coated members for 37 verification of coating conditions prior to and following all coating repairs. ""p 38 39 6-07.3(5) Paint - Film Thickness 40 The second sentence in the first paragraph is deleted and replaced with the following: e 41 42 The dry film thickness of the primer coat on faying surfaces shall not be less than 2.5 43 mils nor greater than the paint manufacturer's maximum recommended thickness. The „t 44 primer coat shall meet the coefficient of friction requirements of Section 6-07.3(1) and 6- 45 07.3(2)E Item 2. Top flange surfaces to be embedded in concrete shall receive a mist 46 coat. Welded shear connectors, if installed in the shop, shall not receive paint except for 47 incidental overspray. 48 wr .r 1 SECTION 6-09, MODIFIED CONCRETE OVERLAYS 2 April 6, 2009 3 6-09.3(1)B Rotary Milling Machines 4 This section is revised to read: 5 6 Rotary milling machines shall have a maximum operating weight of 50,000 pounds, and 7 conform to the requirements in Section 1-07.7. 8 9 6-09.3(1)C Hydro-Demolition Machines 10 This section is revised to read: 11 12 Hydro-demolition machines shall consist of filtering and pumping units operating in 13 conjunction with a remote-controlled robotic device, using high velocity water jets to 14 remove 1/2-inch of sound concrete with the simultaneous removal of all deteriorated 15 concrete. Hydro-demolition machines shall also clean any exposed reinforcing steel of 16 all rust and corrosion products. 17 18 6-09.3(1)D Shot Blasting Machines 19 This section is revised to read: 20 21 Shot blasting machines shall consist of a self contained mobile unit, using steel abrasive 22 to remove 1/2-inch of sound concrete. The shot blasting machine shall vacuum and 23 store all material removed from the scarified concrete surface into a self contained unit. 24 25 6-09.3(5)A General 26 This section is supplemented with the following: 27 28 Dense, sound areas of existing bridge deck repair material shall be sufficiently scarified 29 to provide one inch minimum clearance to the top of the fresh modified concrete overlay. 30 31 6-09.3(5)E Rotomilling 32 The second sentence is revised as follows: 33 34 The operating parameters of the rotary milling machine shall be monitored in order to 35 prevent the unnecessary removal of concrete below the 1/2-inch maximum removal 36 depth. 37 38 6-09.3(6) Further Deck Preparation 39 The first sentence in the first paragraph is revised to read: 40 41 Once the lane or strip being overlaid has been cleaned of debris from scarifying, the 42 Contractor, with the Engineer, shall perform an inspection of the completed work in 43 accordance with ASTM D 4580 Method B, and the Contractor shall mark those areas of 44 the existing bridge deck that are authorized by the Engineer for further deck preparation 45 by the Contractor. 46 47 6-09.3(6)B Deck Repair Preparation 48 The second sentence in the first paragraph is revised to read: 49 as 1 If unsound concrete exists around the top mat of steel reinforcing bars, or if the bond 2 between concrete and top mat of steel is broken, concrete shall be removed to provide 3 a 3/4-inch minimum clearance around the top mat of steel reinforcing bars. 4 5 6-09.3(6)C Placing Deck Repair Concrete 6 The first paragraph is revised to read: 7 8 Deck repair concrete for modified concrete overlays shall be either modified concrete or 9 concrete Class M as specified below. 10 11 The third paragraph is deleted. 12 13 The fourth paragraph is revised to read: 14 15 Type 1 deck repairs, defined as deck repair areas with a maximum depth of one-half the 16 periphery of the bottom bar of the top layer of steel reinforcement and not to exceed 12 17 continuous inches along the length of the bar, may be filled during the placement of the 18 concrete overlay. 19 20 This section is supplemented with the following: ,u, 21 22 Type 2 deck repairs, defined as deck repair areas not conforming to the definition of 23 Type 1 deck repairs, shall be repaired with concrete Class M and wet cured for 42-hours 24 in accordance with Section 6-09.3(13), prior to placing the concrete overlay. During the EMI 25 curing period, all vehicular and foot traffic shall be prohibited on the repair area. 26 27 6-09.3(8)A Quality Assurance for Microsilica Modified and Fly Ash Modified 28 Concrete Overlays 29 The first sentence in the first paragraph is revised to read: 30 31 The Engineer will perform slump, temperature, and entrained air tests for acceptance in 32 accordance with Section 6-02.3(5)D and as specified in this Section after the Contractor 33 indicates that the concrete is ready for placement. all 34 35 The third paragraph is deleted. 36 37 6-09.3(8)B Quality Assurance for Latex Modified Concrete Overlays 38 The following new sentence is inserted as the leading sentence in the second paragraph: 39 40 The Engineer will perform slump, temperature, and entrained air tests for acceptance in 41 accordance with Section 6-02.3(5)D and as specified in this Section. 42 43 The third paragraph is deleted. 44 45 6-09.3(10) Overlay Profile and Screed Rails 46 This sections content is deleted. ■r 47 48 This section is supplemented with the following new sub-sections: 49 WE 50 6-09.3(10)A Survey of Existing Bridge Deck Prior To Scarification 51 Prior to beginning the scarifying concrete surface finish work specified under Section 6- 52 09.3(5), the Contractor shall complete a survey of the existing bridge deck(s) specified Elie • 1 to receive modified concrete overlay for use in establishing the existing cross section 2 and grade profile elevations. 3 4 The Contracting Agency will provide the Contractor with primary survey control 5 information consisting of descriptions of two primary control points used for the 6 horizontal and vertical control. Primary control points will be described by reference to „., 7 the bridge or project specific stationing and elevation datum. The Contracting Agency 8 will also provide horizontal coordinates for the beginning and ending points and for each 9 Point of Intersection (PI) on each centerline alignment included in the project. The 10 Contractor shall provide the Engineer 21-calendar days notice in advance of scheduled 11 concrete surface scarification work to allow the Contracting Agency time to provide the 12 primary survey control information. 13 14 The Contractor shall verify the primary survey control information furnished by the 15 Contracting Agency, and shall expand the survey control information to include 16 secondary horizontal and vertical control points as needed for the project. The 17 Contractor's survey records shall include descriptions of all survey control points, 18 including coordinates and elevations of all secondary control points. 19 20 The Contractor shall maintain detailed survey records, including a description of the 21 work performed on each shift, the methods utilized to conduct the survey, and the 22 control points used. The record shall be of sufficient detail to allow the survey to be 23 reproduced. A copy of each day's survey record shall be provided to the Engineer 24 within 3-working days after the end of the shift. The Contractor shall compile the survey 25 information in an electronic file format acceptable to the Contracting Agency (Excel 26 spreadsheet format is preferred). 27 28 Survey information collected shall include station, offset, and elevation for each lane line 29 and curbline. Survey information shall be collected at even 20-foot station intervals, and 30 also at the centerline of each bridge expansion joint. The Contractor shall ensure a Mow 31 surveying accuracy to within ± 0.01-feet for vertical control and ± 0.2-feet for horizontal 32 control. The survey shall extend 100'-0" beyond the bridge back of pavement seat. 33 34 Except for the primary survey control information furnished by the Contracting Agency, 35 the Contractor shall be responsible for all calculations, surveying, and measuring 36 required for setting, maintaining and resetting equipment and materials necessary for 37 the construction of the overlay to the final grade profile. The Contracting Agency may 38 post-check the Contractor's surveying, but these post-checks shall not relieve the 39 Contractor of responsibility for internal survey quality control. MOO 40 41 The Contracting Agency will establish the final grade profile based on the Contractor's 42 survey, and will provide the final grade profile to the Contractor within three working 43 days after receiving the Contractor's survey information. 44 45 The Contractor shall not begin scarifying concrete surface work specified under Section 46 6-09.3(5) until receiving the final grade profile from the Engineer. 47 48 6-09.3(10)B Establishing Finish Overlay Profile 49 The finish grade profile shall be + 1/4 inch/- 1/8 inch from the Engineer's final grade 50 profile. The final grade profile shall be verified prior to the placement of modified 51 concrete overlay with the screed rails in place. The finishing machine shall be passed 52 over the entire surface to be overlaid and the final screed rail adjustments shall be 1 made. If the resultant overlay thickness is not compatible with the finish grade profile 2 generated by the Contractor's screed rail setup, the Contractor shall make profile 3 adjustments as approved by the Engineer. After the finish overlay profile has been 4 verified, changes in the finishing machine elevation controls will not be allowed. The 'i" 5 Contractor shall be responsible for setting screed control to obtain the specified finish 6 grade overlay profile as well as the finished surface smoothness requirements specified 7 in Section 6-02.3(10). 8 9 Screed rails upon which the finishing machine travels shall be placed outside of the area 10 to be overlaid, in accordance with Item 7 of Section 6-09.3(2) and as approved by the 11 Engineer. Interlocking rail sections or other approved methods of providing rail 12 continuity are required. 13 14 Hold-down devices shot into the concrete are not permitted unless the concrete is to be "' 15 subsequently overlaid. Hold-down devices of other types leaving holes in the exposed 16 area will be allowed provided the holes are subsequently filled with a sand/cement grout 17 (sand and portland cement in equal proportions by volume). Hold-down devices shall , r, 18 not penetrate the existing deck by more than 3/4-inch. 19 20 Screed rails may be removed at any time after the concrete has taken an initial set. 21 Adequate precautions shall be taken during the removal of the finishing machine and 22 rails to protect the edges of the new surfaces. 23 24 6-09.3(11) Placing Concrete Overlay 25 The first paragraph is revised to read: 26 27 Five to 10-working days prior to modified concrete overlay placement, a pre-overlay 28 conference shall be held to discuss equipment, construction procedures, personnel, and 29 previous results. Inspection procedures shall also be reviewed to ensure coordination. 30 Those attending shall include: at 31 32 1. (representing the Contractor) The superintendent and all foremen in charge of 33 placing and finishing the modified concrete overlay; and m 34 35 2. (representing the Contracting Agency) The Project Engineer, and key 36 inspection assistants. 37 a 38 If the project includes more than one bridge deck, an additional conference shal' be held 39 just before placing modified concrete overlay for each subsequent bridge deck. 40 .r, 41 The Contractor shall not place modified concrete overlay until the Engineer agrees that: 42 43 1. Modified concrete overlay producing and placement rates will be high enough 44 to meet placing and finishing deadlines, 45 46 2. Finishers with enough experience have been employed, and 47 INN 48 3. Adequate finishing tools and equipment are at the site. 49 50 6-09.3(12) Finishing Concrete Overlay 51 The fourth paragraph is revised to read: 52 lit rrr; lie 1 Construction dams shall be separated from the newly placed concrete by passing a 2 pointing trowel along the inside surfaces of the dams. Care shall be exercised to ensure 3 that this trowel cut is made for the entire depth and length of dams after the concrete 4 has stiffened sufficiently that it does not flow back. 5 6 6-09.5 Payment mit 7 The paragraph following "Modified Conc. Overlay", per cubic foot, is revised to read: 8 9 The unit contract price per cubic foot.for "Modified Conc. Overlay" shall be full pay for 10 furnishing the modified concrete overlay, including the overlay material placed into Type 11 1 deck repairs in accordance with Section 6-09.3(6)C. 12 13 This section is supplemented with the following: 14 15 "Structure Surveying", lump sum. 16 The lump sum contract price for "Structure Surveying" shall be full pay to perform the 17 work as specified, including establishing secondary survey control points, performing 18 survey quality control, and recording, compiling, and submitting the survey records to 19 the Engineer. 20 21 SECTION 6-11, REINFORCED CONCRETE WALLS 22 August 4, 2008 23 6-11.3(3) Precast Concrete Wall Stem Panels 24 The first sentence in the first paragraph is revised to read: 25 26 The Contractor may fabricate precast concrete wall stem panels for construction of 27 Standard Plan Retaining Walls. 28 29 The first sentence in the second paragraph is revised to read: 30 31 The precast concrete wall stem panels shall be designed in accordance with the 32 following codes: 33 34 The first sentence in number 1. in the second paragraph is revised to read: 35 36 1. For all loads except as otherwise noted - AASHTO LRFD Bridge Design 37 Specifications, latest edition and current interims. 38 39 6-11.3(5) Backfill, Weepholes and Gutters 40 The first sentence in the first paragraph is revised to read: 41 42 Unless the Plans specify otherwise, backfill and weepholes shall be placed in 43 accordance with the Standard Plans and Section 6-02.3(22). 44 45 SECTION 6-15, SOIL NAIL WALLS 46 January 7, 2008 47 6-15.3(8)A Verification Testing 48 The last sentence in the sixth paragraph is revised to read: 49 1 The load-hold period shall start as soon as the load is applied and the nail movement 2 with respect to a fixed reference shall be measured and recorded at 1 minute, 2, 3, 4, 5, 3 6, 10, 20, 30, 40, 50, and 60 minutes. 4 5 6-15.3(8)B Proof Testing 6 The fifth sentence in the third paragraph is revised to read: 7 mit 8 If the load hold is extended, the nail movement shall be recorded at 20, 30, 40, 50, and 9 60 minutes. 10 ,,, 11 SECTION 6-16, SOLDIER PILE AND SOLDIER PILE TIEBACK WALLS 12 April 6, 2009 ask 13 6-16.3(2) Submittals 14 The first paragraph is revised to read: 15 16 The Contractor shall submit shop plans as specified in Section 6-03.3(7) for all 17 structural steel, including the steel soldier piles, and shall submit shop plans and 18 working drawings as specified in Section 6-17.3(3) for permanent ground anchors, to 19 the Engineer for approval. rr 20 21 6-16.3(4) Installing Soldier Piles 22 The second sentence in the second paragraph is revised to read: 23 24 Concrete cover over the soldier pile shall be 3-inches minimum, except that the cover 25 over the soldier pile flange plate reinforcing at permanent ground anchor locations shall art 26 be 1-1/2 inches minimum. 27 28 6-16.3(6) Installing Timber Lagging and Permanent Ground Anchors 29 This section including title is revised to read: 30 31 6-16.3(6) Designing and Installing Lagging, and Installing Permanent 32 Ground Anchors 33 Lagging for soldier pile walls shall conform to one of the following two categories: 34 35 Temporary lagging is defined as lagging that is in service as a structural member ,r 36 for a maximum of 36 months before a permanent load carrying fascia is in place, 37 except for the following exception. Lagging for soldier pile walls in site soils 38 conforming to an excluded soil type as defined under Section 6-16.3(6)A will be , 39 classified as permanent lagging conforming to Section 6-16.3(6)C, in which case 40 this requirement will be specified in the Plans along with design details for such 41 lagging. 42 " 43 Permanent lagging is defined as all lagging not conforming to the definition of 44 temporary lagging as specified above. 45 gill 46 This section is supplemented with the following new sub-sections: 47 48 6-16.3(6)A Soil Classification gill 49 For the purposes of designing lagging for soldier pile walls, soils shall be categorized in 50 the following classifications: lit Olt i 1 2 Soil Type 1 3 The following shall be considered Type 1 soils: 4 5 1. Cohesive fine grained soils either CL or CH of medium consistency with 6 yH/S, < 5. 7 8 2. Cohesive fine grained soils either CL or CH that are stiff to very stiff and 9 non-fissured. 10 11 3. Fine grained soils either ML or SM-ML that are above the water table. 12 13 4. Coarse grained soils either GW, GP, GM, GC, SW, SP or SM that are 14 medium dense to dense. 15 16 Soil Type 2 17 The following shall be considered Type 2 soils: 18 19 1. Cohesive fine grained soils either CL or CH that are heavily over 20 consolidated and fissured. 21 22 2. Fine grained ML soils or coarse grained SM-ML soils that are below the 23 water table. 24 25 3. Coarse grained SC soil that is medium dense to dense and is below the 26 water table. 27 28 4. Coarse grained soils either SW, SP or SM that are loose. 29 30 Soil Type 3 31 The following shall be considered Type 3 soils: 32 33 1. Cohesive fine grained soils either CL or CH that are soft with yH/Su > 5. 34 35 2. Fine grained slightly plastic ML soil that is below the water table. 36 37 3. Coarse grained SC soil that is loose and below the water table. 38 39 Exclusions 40 Regardless of whether site soils conform to one of the soil types defined above, site 41 soils under the following conditions are excluded from the Type 1, Type 2, and Type 42 3 soil classifications: 43 44 1. Disturbed soils such as those in landslides or known unstable areas. 45 46 2. Layered soils dipping into the excavation steeper than 4H:1 V. 47 48 Lagging for soldier pile walls located in site soils excluded from the Type 1, Type 2, 49 and Type 3 soil classifications shall be designed in accordance with the latest 50 AASHTO LRFD Bridge Design Specifications with current interim specifications. 51 Use of the table in Section 6-16.3(6)B for timber lagging in these situations will not 52 be allowed. 1 2 6-16.3(6)B Temporary Lagging 3 The Contractor shall design temporary lagging for all soldier pile walls. The temporary 4 lagging design shall be based on the following: 5 6 1. The AASHTO LRFD Bridge Design Specifications, latest edition with current 7 interim specifications, except that timber members used for temporary lagging ,r 8 may be selected based on the table below. 9 10 2. The soil type as specified in the Plans or as determined from the geotechnical 11 report prepared for the project. 12 13 3. The soil pressure diagram, either as shown in the Plans or as included in the 14 geotechnical report prepared for the project, including the surcharge for *1 15 temporary construction load when shown in the Plans. 16 17 The Contractor shall submit the soldier pile wall lagging design working drawings and .r. 18 supporting design calculations to the Engineer for approval in accordance with Section 19 6-01.9. The submittal shall include, but not be limited to, the following: 20 21 1. Description of the material used for the lagging, including identification of 22 applicable material specifications. 23 24 2. Installation method and sequence. 25 26 3. If the lagging material is to be removed during or after installation of the 27 permanent fascia, a description of how the lagging is removed without ae 28 disturbing or damaging the fascia, soldier piles, and retained soil, and a 29 description of how, and with what material, the void left by the removal of 30 lagging is to be filled. at 31 32 4. For all cases, except with timber for temporary lagging, a description with 33 appropriate details of how subsurface drainage is to be accommodated, either at 34 in accordance with Section 6-16.3(7) for timber lagging, Section 6-15.3(7) for 35 shotcrete facing, or other means appropriate for the geotechnical site 36 conditions and approved by the Engineer for other lagging materials. Lagging 37 materials and lagging installation methods that cause the build-up of, and 38 prevent the relief of, pore water pressure will not be allowed. Free draining 39 materials are defined as those materials that exhibit a greater permeability 40 than the material being retained. 41 42 Temporary lagging may be untreated timber conforming to the Section 9-09.2 43 requirements specified under Structures for timber lagging, or another material selected rt 44 by the Contractor. 45 46 Timber for temporary lagging shall conform to the minimum actual thickness specified in 47 the table below for the soil type, exposed wall height, and lagging clear span as shown H 48 in the Plans. 49 Minimum Actual Thickness of Timber Used As Temporary Lagging Soil Type (1) 1 1 2 2 3 3 3 Exposed 25 and Over 25 and Over 15 Over Over tat rr OW Wall Height under 25 to under 25 to and 15 to 25 (feet) 60 60 under 25 Clear Span Minimum Actual Thickness of Rough Cut Timber Lagging ,,., Of Lagging (inches)(3) (feet) 5 2 3 3 3 3 3 4 6 3 3 3 3 3 4 5 at 7 3 3 3 4 4 5 6 8 3 4 4 4 5 6 (2) 9 4 4 4 5 (2) (2) (2) .. 10 4 5 5 5 (2) (2) (2) 1 2 (1) Soil Type as defined in Section 6-16.3(6)A 3 `� 4 (2) For exposed wall heights exceeding the limits in the table above, or where 5 minimum rough cut lagging thickness is not provided, the Contractor shall 6 design the lagging in accordance with the latest AASHTO LRFD Bridge Design 7 Specifications with current interim specifications. 8 9 (3) Table modified from FHWA document "Lateral Support Systems and .., 10 Underpinning" (Report No. FHWA-RD-75-130) 11 12 Notwithstanding the requirements of Section 1-06.1, steel materials used by the 13 Contractor as temporary lagging may be used (second hand) provided that the use of 14 such used (second hand) steel materials shall be subject to visual inspection and 15 approval by the Engineer. For used (second hand) steel materials where the grade of 16 steel cannot be positively identified, the design stresses for the steel shall conform to . 17 the Section 6-02.3(17)B requirements for salvaged steel, regardless of whether rivets 18 are present or not. 19 20 6-16.3(6)C Permanent Lagging 21 Permanent lagging, including timber, shall be as shown in the Plans. The use of the 22 table in Section 6-16.3(6)B for the design of timber lagging for permanent lagging will 23 not be allowed. 24 25 6-16.3(6)D Installing Lagging and Permanent Ground Anchors 26 The excavation and removal of CDF and pumpable lean concrete for the lagging 27 installation shall proceed in advance of the lagging, and shall not begin until the CDF 28 and pumpable lean concrete are of sufficient strength that the material remains in place 29 during excavation and lagging installation. If the CDF or pumpable lean concrete . 30 separates from the soldier pile, or caves or spalls from around the soldier pile, the 31 Contractor shall discontinue excavation and lagging installation operations until the CDF 32 and pumpable lean concrete is completely set. The bottom of the excavation in front of ,. 33 the wall shall be level. Excavation shall conform to Section 2-03. 34 35 For walls without permanent ground anchors, the bottom of excavation shall not be 36 more than three feet below the bottom level of the lagging already installed, but in no 37 case shall the depth of excavation beneath the bottom level of installed lagging be such 38 to cause instability of the excavated face. For walls with permanent ground anchors, 39 the bottom of excavation shall be not more than three feet below the permanent ground 40 anchor level until all permanent ground anchors at that level are installed and stressed, 41 but in no case shall the depth of excavation beneath the permanent ground anchor level . ■. 1 be such to cause instability of the excavated face. Any caving that occurs during 11111 2 excavation shall be backfilled with free draining material as approved by the Engineer. 3 4 Installing, stressing, and testing the permanent ground anchors shall be in accordance Al 5 with Section 6-17 and the construction sequence specified in the Plans. 6 7 The lagging shall be installed from the top of the soldier pile proceeding downward. The 8 lagging shall make direct contact with the soil. When and where lagging is not in full 9 contact with the soil being retained, either the lagging shall be wedged back to create 10 contact or the void shall be filled with a free draining material as approved by the .r 11 Engineer. 12 13 When utilizing lagging in fill situations, the backfill layers shall be placed in accordance 14 with Section 2-03.3(14) except that all layers shall be compacted to 90 percent of +'1" 15 maximum density. 16 17 6-16.3(7) Prefabricated Drainage Mat 18 The first paragraph is revised to read: 19 20 For walls with concrete fascia panels, a four foot wide strip of prefabricated drainage „i 21 mat shall be installed full height of the concrete fascia panel, centered between soldier 22 pile flanges, unless otherwise shown in the Plans. 23 24 6-16.4 Measurement 25 The third paragraph is revised to read: 26 27 Lagging will be measured by the square foot area of lagging installed. The quantity will all 28 be computed based on the vertical dimension from the highest lagging elevation to the 29 lowest lagging elevation between each pair of adjacent soldier piles as the height 30 dimension, and the center-to-center spacing of the soldier piles as the length dimension. 31 32 6-16.5 Payment 33 The third bid item and the following paragraph is revised to read: at 34 35 "Lagging", per square foot. 36 37 All costs in connection with furnishing and installing lagging shall be included in the unit 38 contract price per square foot for "Lagging", including design of temporary lagging, and 39 filling voids behind the lagging with a free draining material as approved by the 40 Engineer. 116 41 42 SECTION 6-17, PERMANENT GROUND ANCHORS 43 January 7, 2008 44 6-17.3(8)B Performance Testing 45 The fourth sentence in the fourth paragraph is revised to read: ,at 46 47 If the load hold is extended, the anchor movement shall be recorded at 20 minutes, 30, 48 40, 50, and 60 minutes. 49 50 6-17.3(8)C Proof Testing 51 The fourth sentence in the second paragraph is revised to read: kik 1 2 If the load hold is extended, the anchor movements shall be recorded at 20 minutes, 30, 3 40, 50, and 60 minutes. 4 5 SECTION 7-02, CULVERTS 6 December 1, 2008 7 7-02.2 Materials 8 The third paragraph is revised to read: 9 10 Thermoplastic culvert pipe includes solid wall PVC culvert pipe, profile wall PVC culvert 11 pipe, and corrugated polyethylene culvert pipe. Solid wall PVC culvert pipe, profile wall 12 PVC culvert pipe, and corrugated polyethylene culvert pipe are acceptable alternates for 13 Schedule A or B culvert pipe. 14 15 In the chart for Culvert Pipe Schedules, for Schedule B, 15' — 25', the references in the eft 16 column for Thermoplastic PE or PVC for "PVC" are revised to "PE or PVC". 17 18 SECTION 7-04, STORM SEWERS 19 December 1, 2008 20 7-04.2 Materials „ 21 In the chart for Storm Sewer Pipe Schedules, for Schedule B, 15' — 25', in the column for 22 PE, insert "Allowed". 23 24 SECTION 8-01, EROSION CONTROL AND WATER POLLUTION CONTROL 25 April 6, 2009 26 8-01.3(1) General 27 The first sentence in the eighth paragraph is revised to read: 28 29 Erodible earth not being worked, whether at final grade or not, shall be covered within 30 the following time period, using an approved soil covering practice: 31 32 The ninth paragraph is revised to read: �,. 33 34 If the Engineer, under Section 1-08.6, orders the Work suspended, the Contractor shall 35 continue to control erosion, pollution, and runoff during the shutdown. 36 37 8-01.3(1)C Water Management 38 Item 2. "Process Water" is supplemented with the following new first paragraph: 39 40 High pH process water or wastewater (non-stormwater) that is generated on-site, 41 including water generated during concrete grinding, rubblizing, washout, and 42 hydrodemolition activities, shall not be discharged to waters of the state. Water may be '00 43 infiltrated upon the approval of the Engineer. Off-site disposal of concrete process 44 water shall be in accordance with Standard Specification 5-01.3(11). 45 46 8-01.3(2)D Mulching 47 The second paragraph is supplemented with the following: 48 1 Wood strand mulch shall be applied by hand or by straw blower. 2 3 8-01.3(2)E Tacking Agent and Soil Binders 4 The second sentence in the fourth paragraph is revised to read: lot 5 6 Pam may be reapplied on actively worked areas within a 48-hour period. 7 r++ 8 8-01.3(6)D Wattle Check Dam 9 The reference to Section 8-01.3(10) is revised to Section 9-14.5(5). 10 11 8-01.3(12) Compost Sock 12 The last paragraph is deleted. 13 ea 14 8-01.3(13) Temporary Curb 15 The first paragraph is revised to read: 16 17 Temporary curbs may consist of asphalt, concrete, sand bags, compost socks, wattles, ad 18 or geotextile/plastic encased berms of sand or gravel, or as approved by the Engineer. 19 20 SECTION 8-02, ROADSIDE RESTORATION 21 April 7, 2008 22 8-02.3(3) Planting Area Weed Control 23 The second paragraph is deleted. 24 25 This section is supplemented with the following: aa 26 27 Weed barrier mats shall be installed as shown in the Plans. Mats shall be 3-feet square 28 and shall be secured by a minimum of 5 staples per mat. Mats and staples shall be 29 installed according to the manufacturer's recommendations. UN 30 31 SECTION 8-04, CURBS, GUTTERS, AND SPILLWAYS 32 January 7, 2008 33 8-04.5 Payment 34 The bid items "Roundabout Truck Apron Inner Cement Conc. Curb" and "Roundabout Truck as 35 Apron Outer Cern. Conc. Curb and Gutter" are revised to read: 36 37 "Roundabout Central Island Cement Concrete Curb", per linear foot. 38 "Roundabout Truck Apron Cern. Conc. Curb and Gutter", per linear foot. 39 40 This section is supplemented with the following new bid item: se 41 42 "Roundabout Truck Apron Cement Concrete Curb", per linear foot. 43 44 SECTION 8-11, GUARDRAIL 'a 45 December 1, 2008 46 8-11.3(4) Removing Guardrail and Guardrail Anchor as 47 The following is inserted after the third sentence in the first paragraph: 48 1 The embedded anchors attaching guardrail posts and guardrail terminal sections 2 specified for removal to existing concrete Structures shall be removed a minimum of 3 one inch beneath the existing concrete surface. The void left by removal of the 4 embedded anchors shall be coated with epoxy bonding agent and filled with grout. The 5 epoxy bonding agent shall be Type II conforming to Section 9-26.1 with the grade and 6 class as recommended by the epoxy bonding agent manufacturer and as approved by +W 7 the Engineer. The grout shall consist of cement and fine aggregate mixed in the 8 proportions to match the color of the existing concrete surface as near as practicable. 9 10 SECTION 8-12, CHAIN LINK FENCES AND WIRE FENCE 11 January 7, 2008 12 8-12.3(1)A Posts 13 All references to "Type 3 fence" in the second and third paragraphs are revised to read "Type 14 3 and Type 4 fences". 15 16 The first sentence in the eighth paragraph is revised to read: 17 18 Gate and pull posts shall be braced to the adjacent brace, end, or corner post(s) in the 19 manner shown in the Standard Plans. 20 21 The tenth paragraph is revised to read: 22 23 All posts for chain link fence Types 1 and 6 shall be fitted with an approved top cap 24 designed to fit securely over the post to support the top rail. All round posts for chain 25 link fence Types 3 and 4 shall have approved top caps fastened securely to the posts. 26 The base of the top cap fitting for round posts shall feature an apron around the outside 27 of the posts. 28 '""" 29 8-12.3(1)C Tension Wire 30 This section including title is revised to read: 31 32 8-12.3(1)C Tension Wire and Tension Cable 33 Tension Wires shall be attached to the posts as detailed in the Standard Plans or as 34 approved by the Engineer. 35 36 Tension Cables shall be installed in accordance with Section 8-25.3(5). 37 38 8-12.3(1)D Chain Link Fabric 39 The following new paragraph is inserted in front of the first paragraph: 40 41 Attach the chain link fabric after the cables and wires have been properly tensioned 42 and/or the top rail has been installed. 43 44 The third and fourth sentences in the third paragraph are revised to read: 45 46 Fastening to posts shall be with tie wire, metal bands, or other approved method 47 attached at 14-inch intervals. The top and bottom edge of the fabric shall be fastened 48 with tie wires to the top rail, and with hog rings to the tension cable or top and bottom 49 tension wires as may be applicable, spaced at 24-inch intervals. 50 1 SECTION 8-15, RIPRAP 2 April 7, 2008 3 8-15.3(1) Excavation for Riprap 4 The second sentence of the first paragraph is revised to read: 5 6 Excavation below the level of the intersection of the slope to be protected and the N. 7 adjacent original ground or the channel floor or slope shall be classified, measured, and 8 paid for as channel excavation or ditch excavation in accordance with Section 2-03. 9 .r 10 8-15.4 Measurement 11 The following new paragraph is inserted to follow the fifth paragraph. 12 „o 133 Channel excavation will be measured by the cubic yard as specified in Section 2-03. 15 The sixth paragraph is revised to read: NO 16 17 Ditch excavation will be measured by the cubic yard as specified in Section 2-03. 18 19 The reference to Section 2-10 in the seventh paragraph is revised to Section 2-03. "" 20 21 8-15.5 Payment 22 The bid item "Filter Blanket" is supplemented with the following: 23 24 The unit price for "Filter Blanket" shall be full payment for all costs incurred to perform 255 the work in Section 8-15.3(7). ems 27 This section is supplemented with the following: 28 29 "Channel Excavation", per cubic yard. "1M 30 "Channel Excavation Incl. Haul", per cubic yard. 31 "Ditch Excavation Incl. Haul", per cubic yard. 32 Payment for "Channel Excavation", "Channel Excavation Incl. Haul", "Ditch Excavation" 33 and "Ditch Excavation Incl. Haul" is described in Section 2-03.5. 34 35 SECTION 8-20, ILLUMINATION, TRAFFIC SIGNAL SYSTEMS, AND , 36 ELECTRICAL 37 April 6, 2009 ofo 38 8-20.1 Description 39 The first paragraph is revised to read: 40 41 This Work consists of furnishing, installing and field testing all materials and equipment 42 necessary to complete in place, fully functional system(s) of any or all of the following 43 types including modifications to an existing system all in accordance with approved 44 methods, the Plans, the Special Provisions and these Specifications: 45 46 1. Traffic Signal System 47 2. Illumination System �+ 48 3. Intelligent Transportation System 49 ww • 1 8-20.3(1) General 2 The following new paragraph is inserted after the fifth paragraph: 3 orm 4 The embedded anchors attaching existing electrical, illumination, and traffic signal 5 systems specified for removal to existing concrete Structures shall be removed a 6 minimum of one inch beneath the existing concrete surface. The void left by removal of 7 the embedded anchors shall be coated with epoxy bonding agent and filled with grout. 8 The epoxy bonding agent shall be Type II conforming to Section 9-26.1 with the grade 9 and class as recommended by the epoxy bonding agent manufacturer and as approved 10 by the Engineer. The grout shall consist of cement and fine aggregate mixed in the ow 11 proportions to match the color of the existing concrete surface as near as practicable. 12 13 8-20.3(4) Foundations 14 The fifth paragraph is revised to read: 15 16 Where soil conditions are poor, the Engineer may order the Contractor to extend the �• 17 foundations shown in the Plans to provide additional depth. Such additional Work will 18 be paid for according to Section 1-04.4. 19 20 8-20.3(5) Conduit 21 This section is revised to read: 22 23 Installation of conduit shall conform to appropriate articles of the Code and these 11111 24 Specifications. 25 26 The size of conduit used shall be as shown in the Plans. Conduits smaller than 1-inch 27 electrical trade size shall not be used unless otherwise specified, except that grounding 28 conductors at service points may be enclosed in 1/2-inch diameter conduit. 29 . 30 Conduit between light standards, PPB, PS or type 1 poles and the nearest junction box 31 shall be the diameter specified in the Plans. Larger size conduit is not allowed at these 32 locations. At other locations it shall be the option of the Contractor, at no expense to the 33 Contracting Agency, to use larger size conduit if desired, and where larger size conduit 34 is used, it shall be for the entire length of the run from outlet to outlet. Reducing 35 couplings will not be permitted. 36 37 The ends of all conduits, metallic and non-metallic shall be reamed to remove burrs and 38 rough edges. Field cuts shall be made square and true. Slip joints or running threads 39 will not be permitted for coupling metallic conduit; however, running threads will be 40 permitted in traffic signal head spiders and RGS outerduct. When installing rigid 41 galvanized steel conduit and standard coupling cannot be used, an approved 3-piece 42 coupling shall be used. Conduit fittings and couplings for steel conduit shall be cleaned 43 first and then painted with one coat of galvanizing repair paint Formula A-9-73. The 44 paint shall have a minimum wet film thickness of 3 mils. The painted coating shall cover 45 the entire coupling or fitting. The threads on all metallic conduit shall be rust-free, clean 46 and painted with colloidal copper suspended in a petroleum vehicle before couplings are 47 made. All metallic couplings shall be tightened so that a good electrical connection will 48 be made throughout the entire length of the conduit run. If the conduit has been moved 49 after assembly, it shall be given a final tightening from the ends prior to backfilling. Non- "w' 50 metallic conduit shall be assembled using the solvent cement specified in Section 9- 51 29.1. Where the coating on galvanized conduit has been damaged in handling or 52 installing, such damaged areas shall be thoroughly painted with galvanizing repair paint, wo 1 Formula A-9-73. Conduit ends shall be capped (do not glue non metallic caps). Metallic " 2 conduit ends shall be threaded and capped with standard threaded conduit caps until 3 wiring is started. When conduit caps are removed, the threaded ends shall be provided 4 with approved conduit bushings or end bells (do not glue in place) for nonmetallic Nlif 5 conduit. 6 7 Conduit stubs from controller cabinet foundations shall extend to the nearest junction 8 box in that system. 9 10 Metallic conduit bends, shall have a radius consistent with the requirements of Article 11 344.24 and other articles of the Code. Where factory bends are not used, conduit shall 12 be bent, using an approved conduit bending tool employing correctly sized dies, without 13 crimping or flattening, using the longest radius practicable. 14 "w 15 Nonmetallic conduit bends, where allowed, shall conform to Article 352.24 of the Code. 16 Eighteen-inch radius elbows shall be used for PVC conduit of 2-inch nominal diameter 17 or less. Standard sweep elbows shall be used for PVC conduit with greater than 2-inch 18 nominal diameter unless otherwise specified in the Plans. In nonmetallic conduit less 19 than 2-inch nominal diameter, pull ropes or flat tapes for wire installation shall be not 20 less than 1/4 inch diameter or width. In nonmetallic conduit of 2-inch nominal diameter or 21 larger, pull ropes or flat tapes for wire installation shall be not less than 1/2 inch diameter 22 or width. 23 24 Conduit shall be laid so that the top of the conduit is a minimum depth of: 25 26 1. 24-inches below the bottom of curb in the sidewalk area. 27 28 2. 24-inches below the top of the roadway base. 29 30 3. 48-inches below the bottom of ties under railroad tracks unless otherwise wi 31 specified by the railroad company. 32 33 4. 24-inches below the finish grade in all other areas. 34 111) 35 Rigid galvanized steel conduit shall be installed at the following locations: 36 37 1. Within railroad right of way; 38 39 2. All pole risers, except when as otherwise required by owning utilities; 40 41 3. All surface mounted conduit, with the exception of electrical service utility 42 poles. 43 44 4. All runs within slip form structures. 45 46 Couplings in cabinet foundations shall be PVC schedule 40. The stub-outs above the 47 couplings shall be PVC end bell bushings. The schedule 40 section of PVC between """ 48 the coupling and end bell bushing shall be installed without glue. 49 50 Conduit runs, without innerduct, installed using the directional boring method, which .r 51 enter the traveled way or shoulders, shall be schedule 80 high density polyethylene 52 (HDPE), schedule 80 PVC with mechanical couplings or rigid galvanized steel. 1 2 Conduit runs, without innerduct, installed using the directional boring method, which do 3 not enter the traveled way and shoulders, shall be schedule 40 high density 4 polyethylene (HDPE), schedule 40 PVC with mechanical couplings or rigid galvanized 5 steel. 6 .r. 7 Multi-cell conduit runs, installed outside the Traveled Way and Shoulders, when using 8 the directional boring method shall have 4-inch PVC Schedule 40 outerduct with 9 mechanical couplings or 4-inch rigid galvanized steel outerduct. The conduit shall be 10 installed with four 1-inch smooth wall innerducts. 11 12 When HDPE conduit is used for directional boring, it shall be continuous, with no joints, 13 for the full length of the bore. The conduit run shall be extended to the associated 'r' 14 outlets with the same schedule HDPE or PVC conduit. Entry into associated junction 15 box outlets shall be with the same schedule PVC conduit and elbows. The same 16 requirements apply for extension of an existing HDPE conduit crossing. 17 18 PVC conduit and elbows shall be connected to HDPE conduit with an approved 19 mechanical coupling. The connection shall have a minimum pull out strength of 700 20 pounds. Prior to installation of a mechanical coupling, the HDPE conduit shall first be 21 prepared with a clean, straight edge. A water based pulling lubricant may be applied to 22 the threaded end of the mechanical coupling before installation. Solvent cement or 23 epoxy shall not be used on the threaded joint when connecting the HDPE conduit to the r"' 24 mechanical coupling. The mechanical coupling shall be rotated until the HDPE conduit 25 seats approximately 3/4 of the distance into the threaded coupling depth. 26 27 For PVC installation through a directional bore, the PVC shall be in rigid sections 28 assembled to form a water tight bell and spigot type mechanical joint with a solid 29 retaining ring around the entire circumference of the conduit installed per the 30 manufacturer's recommendations. The conduit run shall be extended beyond the length 31 of the bore, to the associated outlets with the same mechanical coupled PVC or with 32 standard PVC conduit of the same schedule. The same requirements apply for 33 extension of an existing PVC conduit Roadway crossing. sow 34 35 Liquid tight flexible metal conduit is allowed only at locations called for in the Plans. 36 37 At all other locations, conduit shall be PVC or rigid galvanized steel and the same type 38 of conduit shall be used for the entire length of the run, from outlet to outlet. Standard 39 PVC conduit shall be connected with medium grade gray solvent applied per the 40 manufacturer's recommendations. 41 42 Where nonmetallic conduit is installed, care shall be used in excavating, installing, and ,.r 43 backfilling, so that no rocks, wood, or other foreign material will be left in a position to 44 cause possible damage. 45 46 When PVC conduit is installed by a method other than directional boring, conduit shall 47 be schedule 40 with the exception that PVC conduit within the traveled way or 48 shoulders and service lateral runs shall be schedule 80. 49 50 Metallic and nonmetallic conduit installation shall include equipment grounding 51 conductor and shall conform to requirements noted in the Standard Plans. .�.�� 1 Conduit shall be placed under existing pavement by approved directional boring, jacking IMP 2 or drilling methods, at locations approved by the Engineer. The pavement shall not be 3 disturbed unless allowed in the Plans, or with the approval of the Engineer in the event 4 obstructions or impenetrable soils are encountered. 5 6 Where boring with casing is called for the casing shall be placed using an auger inside 7 of the casing to remove the soil as the casing is jacked forward. The auger head shall +W. 8 proceed no more than 4-inches ahead of the pipe being jacked. Boring operations shall 9 be conducted to prevent caving ahead of the pipe. Installed casing pipe shall be free 10 from grease, dirt, rust, moisture and any other deleterious contaminants. 11 12 The space between the conduit and casing shall be plugged with sand bags and a grout 13 seal 12-inches thick at each end of the casing. Casing abandoned due to an 14 encountered obstruction shall be grout sealed in the same manner. Grout shall obtain a °" 15 minimum of 4000-PSI compressive strength at 7-days. 16 17 In lieu of sand bags and grout, unopened of prepackaged concrete may be used to seal r 18 the casing. 19 Material shall not be removed from the boring pit by washing or sluicing. 20 us 21 All joints shall be welded by a Washington State certified welder. Welding shall conform 22 to AWS D 1.1-80 Structural Welding Code, Section 3, Workmanship. 23 24 Directional boring for electrical installations shall be supervised by a licensed electrical 25 contractor in accordance with Section 8-20.1(1). Where directional boring is called for, 26 conduit shall be installed using a surface launched, steerable drilling tool. Drilling shall 27 be accomplished using a high-pressure fluid jet toolhead. The drilling fluid shall be used No 28 to maintain the stability of the tunnel, reduce drag on the conduit and provide backfill 29 between the conduit and tunnel. A guidance system that measures the depth, lateral 30 position and roll shall be used to guide the toolhead when creating the pilot hole. Once r 31 the pilot hole is established a reamer and swivel shall be used to install the conduit. 32 Reaming diameter shall not exceed 1.5 times the diameter of the conduit being 33 installed. Conduit that is being pulled into the tunnel shall be installed in such a manner no 34 so the conduit is not damaged during installation. The pullback force on the conduit shall 35 be controlled to prevent damage to the conduit. A vacuum spoils extraction system shall 36 be used to remove any excess spoils generated during the installation. Excess drilling 37 fluid and spoils shall be disposed of. The method and location used for disposal of "" 38 excess drilling fluid and spoils shall be subject to the Engineers approval. Drilling fluid 39 returns (caused by fracturing of formations) at locations other than the entry and exit 40 points shall be minimized. Any drilling fluid that surfaces through fracturing shall be �+ 41 cleaned up immediately. Mobile spoils removal equipment capable of quickly removing 42 spoils from entry or exit pits and areas with returns caused by fracturing shall be used 43 as necessary during drilling operations. 44 45 Bore pits shall be backfilled and compacted in accordance with Section 2-09.3(1)E. 46 Directional boring, and jacking or drilling pits shall be kept 2-feet from the edge of any 47 type of pavement wherever possible. Excessive use of water that might undermine the 48 pavement or soften the Subgrade will not be permitted. 49 50 When approved by the Engineer, small test holes may be cut in the pavement to locate 51 obstructions. When the Contractor encounters obstructions or is unable to install err us UPI 1 conduit because of soil conditions, as determined by the Engineer, additional Work to 2 place the conduit will be paid in accordance with Section 1-04.4. 3 4 When open trenching is allowed, trench construction shall conform to the following: 5 6 1. The pavement shall be sawcut a minimum of 3-inches deep. The cuts shall be 7 parallel to each other and extend 2-feet beyond the edge of the trench. 8 9 2. Pavement shall be removed in an approved manner. 10 11 3. Trench depth shall provide 2-feet minimum cover over conduits. 12 13 4. Trench width shall be 4-inches or the conduit diameter plus 2-inches, "io 14 whichever is larger. 15 16 5. Trenches located within paved Roadway areas shall be backfilled with 17 Controlled density fill (CDF) meeting the requirements of Section 2-09.3(1)E. 18 The controlled density fill shall be placed level to, and at the bottom of the 19 existing pavement. The pavement shall be replaced with paving material that 20 matches the existing pavement. 21 22 On new construction, conduit shall be placed prior to placement of base course 23 pavement. 24 25 Conduit terminating in foundations shall extend a maximum of 2-inches above the 26 foundation vertically including grounded end bushing or end bell. Conduit stub-outs 27 within cabinet foundations shall be placed so that they do not interfere with cabinet 28 installation. Modification of the cabinet to accommodate the stub-out placement is not 29 allowed. .,. 30 31 Conduit entering through the bottom of a junction box shall be located near the end 32 walls to leave the major portion of the box clear. At all outlets, conduit shall enter from 33 the direction of the run, terminating 6 to 8-inches below the junction box lid and within 3- 34 inches of the box wall nearest its entry location. 35 36 Galvanized rigid steel conduit entering cable vaults shall extend 2-inches for the 37 installation of grounded end bushing and bonding. PVC or HDPE conduit entering cable 38 vaults and pull boxes shall terminate flush with the inside walls of the Structure. All 39 conduit ends shall be terminated with termination kits. 40 41 Steel conduit entering concrete shall be wrapped in 2-inch wide pipe wrap tape with a 42 minimum 1-inch overlap for 12 inches on each side of the concrete face. Pipe wrap �,. 43 tape shall be installed per the manufacturer's recommendations. 44 45 Innerduct conduit ends shall be terminated with termination kits. Galvanized rigid steel 46 conduit ends shall be terminated with grounded end bushings. PVC conduit ends shall 47 be terminated with end bell bushings. 48 49 Fittings shall be installed in accordance with the current electrical codes. 50 All covered underground conduit shall be cleaned with an approved sized mandrel and 51 blown out with compressed air prior to pulling wire. 52 r rir 1 Conduits installed for future use shall be prepared according to this Section. After final 2 assembly in place, the conduit shall be blown clean with compressed air. Then, in the 3 presence of the Engineer, a cleaning mandrel correctly sized for each size of conduit 4 shall be pulled through to ensure that the conduit has not been deformed. As soon as 5 the mandrel has been pulled through, both ends of the conduit shall be sealed with 6 conduit caps. All conduits scheduled for future use shall originate in a foundation or 7 junction box as detailed in the Plans and terminate in a junction box. All equipment 8 grounding conductors, and the bonding conductor for metallic conduits shall be bonded 9 in all junction boxes in accordance with Section 8-20.3(9). 10 11 Where surface mounting of conduit is required, supports shall consist of channel with 12 clamps sized for the conduit. Support spacing shall comply with the Code, with the 13 exception that spacing of channel supports for conduit shall not exceed 5-feet. �"" 14 15 The minimum distance between adjacent clamps and between the clamp and the end of 16 the channel supports shall be 1-inch. Channel supports shall be installed with stops, to 17 prevent clamps from sliding out of the ends. Existing conduit in place scheduled to " 18 receive new conductors shall have any existing conductors removed and a cleaning 19 mandrel sized for the conduit shall be pulled through. 20 21 All conduits attached to or routed within bridges, retaining walls, and other concrete 22 structures, shall be equipped with approved expansion, deflection, and or combination 23 expansion/deflection fittings at all expansion joints and at all other joints where structure .r, 24 movement is anticipated, including locations where the Contractor, due to construction 25 method, installs expansion and/or construction joints with movement. All conduit fittings 26 shall have movement capacity appropriate for the anticipated movement of the structure 27 at the joint. Approved deflection fittings shall also be installed at the joint between the 6. 28 bridge end and the retaining wall end, and the transition from bridge, wall or other 29 concrete structure to the underground section of conduit pipe. 30 „s 31 Conduit runs shown in the Plans are for Bidding purposes only and may be changed, 32 with approval of the Engineer, to avoid obstructions. 33 34 Where conduit with innerduct is installed a maximum of 1000-feet of continuous open 35 trench will be allowed, unless otherwise approved by the Engineer. All conduit with 36 innerduct exposed above grade level, or on any elevated Structures, or as noted in the 37 Plans shall be galvanized rigid steel conduit. 38 39 Detectable underground warning tape shall be placed 12-inches above all conduit that 40 contains fiber optic cable and all conduits identified to contain future fiber optic cable 41 unless otherwise detailed in the Plans. Detectable underground warning tape shall 42 extend 2-feet into boxes. Splicing shall be per the tape manufacturer's recommended 43 materials and procedures. The warning tape shall be polyethylene with a metallic 44 backing. The polyethylene shall have a minimum 4-mils thicknesses and be 3-inches 45 wide. The polyethylene shall be orange in color and printed in black with the words 46 conveying message of Fiber Optic Cable Buried Below. OD 47 48 Location 14 AWG stranded orange USE insulated wire shall be placed in continuous 49 lengths directly above all non metallic conduit that contains fiber optic cable and all 50 conduits identified to contain future fiber optic cable unless otherwise detailed in the `W 51 plans. Location wire shall extend 8 feet into boxes. Coil and secure location wire at r r.. 1 the entrance and exit points of all boxes. Splices shall be crimped using a non-insulated 2 butt splice, soldered and covered with moisture blocking heat shrink. 3 ""' 4 After final assembly in place, all innerducts shall be blown clean with compressed air. 5 Then, in the presence of the Engineer, a cleaning mandrel, correctly sized for the 6 innerduct, shall be pulled through to ensure that the conduit has not been deformed. As 7 soon as the mandrel has been pulled through, a 200-lb. minimum tensile strength pull 8 string shall be installed in each innerduct and attached to duct plugs at both ends of the 9 innerduct. 10 11 At all innerduct conduit terminus points, including those in cable vaults and pull boxes, 12 removable and reusable mechanical plugs shall be employed as follows: 13 14 1. Outerduct conduits shall be plugged using a quadplex expansion plug inside 15 the conduit around the innerduct. 16 SW 17 2. Duct plugs shall be installed in all unused innerducts (those that are specified 18 as empty) at the time of conduit installation. 19 .. 20 3. Duct plugs shall be installed in all used innerducts (as specified in the Plans) at 21 the time of conduit installation, unless cable pulling for those innerducts will 22 commence within 48-hours. 23 24 Innerduct containing 1-cable shall be plugged using an expandable split plug. 25 Innerducts with multiple cables shall be sealed with self-expanding waterproof foam. 26 The waterproof foam shall not be placed more than 2-inches into the innerduct. 27 28 8-20.3(6) Junction Boxes, Cable Vaults, and Pull boxes 29 The third paragraph is revised to read: 30 31 Adjustments involving raising or lowering the junction boxes shall require conduit 32 modification if the resultant clearance between the top of the conduit and the junction 33 box lid becomes less than 6-inches or more than 10-inches in accordance with the 34 Plans. 35 36 8-20.3(8) Wiring 37 The following new paragraph is inserted after the third paragraph: 38 39 All termination for traffic signal control systems shall follow the conductor sequence 40 color code as shown in the following table. 41 Conductor Color Code Color Trace Use Wit Number 1 R Red Red or Don't Walk 2 0 Orange Yellow or Spare alp3 G Green Green or Walk 4 W White Neutral 5 B Black Ped Call or Spare 6 Wb White/Black Neutral or Spare 410, 7 BI Blue Ped Call or Spare 8 Rb Red/Black Red or Don't ... Walk 9 Ob Orange/Black Yellow or Spare via 10 Gb Green/Black Green or Walk 1 2 3 The first sentence in the fifth paragraph is deleted and replaced with the following: .■ 4 5 Quick disconnect connectors shall be installed in the base of all poles supporting a 6 luminaire. Every conductor above ground potential shall be served by a fused quick " 7 disconnect kit. Every conductor at ground potential shall be served by an unfused quick 8 disconnect kit. 9 10 The sixth paragraph is revised to read: 11 12 Pole and bracket cable meeting the requirements of Section 9-29.3(2)D shall be 13 installed between the quick disconnects and the luminaire and between the sign light 14 hand hole and the isolation switch. In addition the conductors from the isolation switch 15 and the sign light shall be minimum AWG 14 meeting the requirements of Section 9- 16 29.3(2)A or 9-29.3(2)B. Pole and bracket cable jacket shall be removed from the quick is 17 disconnect to within 2-inches below the support bracket clamp. 18 19 8-20.3(9) Bonding, Grounding 20 The second sentence in the second paragraph is revised to read: 21 22 Bonding jumpers and equipment grounding conductors meeting the requirements of is 23 Section 9-29.3(2)A.3 shall be minimum AWG 8 installed in accordance with the NEC. 24 25 8-20.3(13)D Sign Lighting 26 This section is revised to read: 27 28 Sign illumination equipment shall include fixtures, brackets, conduit, electrical wire, and 29 other material required to make the sign lighting system operable. Sign illumination 30 fixtures shall be fused according to the table in Section 9-29.7. 31 32 8-20.3(13)E Sign Lighting Luminaires "" 33 The first paragraph is deleted. 34 35 8-20A Measurement 36 The first paragraph is revised to read: 37 38 When shown as lump sum in the Plans or in the Proposal as illumination, intelligent ++" 39 transportation, or traffic signal system no specific unit of measurement will apply, but 40 measurement will be for the sum total of all items for a complete system to be furnished 41 and installed. 1 2 8-20.5 Payment 3 The bid item "Traffic Data Accumulation and Ramp Metering System " is deleted and 4 replaced with the following: 5 6 "Intelligent Transportation System ", lump sum. 7 8 The first sentence of the paragraph following the bid item "Traffic Signal System " lump 9 sum, is revised to read: 10 11 The lump sum Contract price for "Illumination System, ", "Traffic Signal System 12 ", "Intelligent Transportation System ", shall be full pay for the construction of 13 the complete electrical system, modifying existing systems, or both, including sign 14 lighting systems, as described above as shown in the Plans and herein specified 15 including excavation, backfilling, concrete foundations, conduit, wiring, restoring 16 facilities destroyed or damaged during construction, salvaging existing materials, and .e 17 for making all required tests. 18 19 SECTION 8-21, PERMANENT SIGNING 20 December 1, 2008 21 8-21.3(4) Sign Removal 22 The following two new paragraphs are inserted after the first sentence in the first paragraph: 23 24 Sign Structures shall include sign bridges, cantilever sign Structures, bridge mounted 25 sign brackets, and any other sign mounting structure shown in the Plans to be removed 26 by the Contractor. 27 28 The embedded anchors attaching signs and sign Structures specified for removal to • 29 existing concrete Structures shall be removed a minimum of one inch beneath the 30 existing concrete surface. The void left by removal of the embedded anchors shall be 31 coated with epoxy bonding agent and filled with grout. The epoxy bonding agent shall 32 be Type II conforming to Section 9-26.1 with the grade and class as recommended by 33 the epoxy bonding agent manufacturer and as approved by the Engineer. The grout 34 shall consist of cement and fine aggregate mixed in the proportions to match the color 35 of the existing concrete surface as near as practicable. 36 37 8-21.3(9)F Bases 38 This section including title is revised to read: 39 40 8-21.3(9)F Foundations 41 The excavation and backfill shall be in conformance with the requirements of Section 2- 42 09.3(1)E. Where obstructions prevent construction of planned foundations, the 43 Contractor shall construct an effective foundation satisfactory to the Engineer. 44 45 The bottom of concrete foundations shall rest on firm ground. If the portion of the 46 foundation beneath the existing ground line is formed or cased instead of being cast 47 against the existing soil forming the sides of the excavation, then all gaps between the 48 existing soil and the completed foundation shall be backfilled and compacted in 49 accordance with Section 2-09.3(1)E. 50 1 Foundations shall be cast in one operation where practicable. The exposed portions 2 shall be formed to present a neat appearance. Class 2 surface finish shall be applied to 3 exposed surfaces of concrete in accordance with the requirements of Section 6- 4 02.3(14)B. OW 5 6 Where soil conditions are poor, the Engineer may order the Contractor to extend the 7 foundations shown in the Plans to provide additional depth. Such additional work will be ea 8 paid for according to Section 1-04.4. 9 10 Forms shall be true to line and grade. Tops of foundations for roadside sign structures , 11 shall be finished to ground line, unless otherwise shown in the Plans or directed by the 12 Engineer. Tops of foundations for sign bridges and cantilever sign structures shall be 13 finished to the elevation shown in the Plans. 14 15 Both forms and ground which will be in contact with the concrete shall be thoroughly 16 moistened before placing concrete; however, excess water in the foundation excavation 17 will not be permitted. Forms shall not be removed until the concrete has set at least .w 18 three days. All forms shall be removed, except when the Plans or Special Provisions 19 specifically allow or require the forms or casing to remain. 20 21 Foundation concrete shall conform to the requirements for the specified class, be cast- .r 22 in-place concrete and be constructed in accordance with Section 6-02.2 and 6-02.3. 23 ess 24 Sign structures shall not be erected on concrete foundations until foundations have 25 attained a compressive strength of 2,400 psi. 26 27 In addition to the basic requirements, sign bridges and cantilever sign structures shall 06 28 be installed in accordance with the following: 29 30 1. Tops of foundations for sign bridges and cantilever sign structures shall be us 31 finished to the elevation shown in the Plans. 32 33 2. Steel reinforcing bars shall conform to Section 9-07. 34 35 3. Concrete shall be Class 4000, except as otherwise specified. Where water is 36 present in the shaft excavations for Type 1 foundations for sign bridges and 37 cantilever sign structures, the shaft concrete shall be Class 4000P placed in 38 accordance with Section 6-02.3(6)B. 39 40 4. All bolts and anchor bolts shall be installed so that two class full threads extend 41 beyond the top of the top heavy-hex nut. Anchor bolts shall be installed plumb, 42 plus or minus 1 degree. 43 44 5. Plumbing of sign bridges and cantilever sign structures shall be accomplished 45 by adjusting leveling nuts. Shims or other similar devices for plumbing or 46 raking will not be permitted. _ 47 48 6. The top heavy-hex nuts of sign bridges and cantilever sign structures shall be 49 tightened in accordance with Section 6-03.3(33), and by the Turn-Of-Nut 50 Method to a minimum rotation of 1/4 turn and a maximum of 1/3 turn past snug "` 51 tight. Permanent marks shall be set on the base plate and nuts to indicate nut 52 rotation past snug tight. ea 1 2 In addition to the basic requirements, roadside sign structures shall be installed in 3 accordance with the following: 4 5 1. Tops of foundations shall be finished to final ground line, unless otherwise 6 shown in the Plans or staked by the Engineer. .W,,, 7 8 2. Spiral reinforcing shall conform to AASHTO M32. All other steel reinforcement 9 shall conform to the requirements of Section 9-07. 10 11 3. Concrete shall be Class 3000. 12 13 4. The assembly and installation of all Type TP — A or B bases for roadside sign 14 structures shall be supervised at all times by either a manufacturer's 15 representative or an installer who has been trained and certified by the 16 manufacturer of the system. If the supervision is provided by a trained 17 installer, a copy of the installer certification shall be provided to the Engineer 18 prior to installation. 19 20 5. For all Type —A or B bases the Contractor shall attach four female anchors to a 21 flat rigid template following the manufacturer's recommendations. The 22 Contractor shall lower the anchor assembly into fresh concrete foundation and 23 vibrate into position such that the tops of the anchor washers are flush with the 24 finished top surface of the foundation. The Contractor shall support the 25 template such that all anchors are level and in their proper position. 26 .r 27 Slip base and hinge connection nuts of roadside sign structures shall be tightened using 28 a torque wrench to the torque, and following the procedure, specified in the Standard 29 Plans. 30 31 8-21.3(10) Vacant 32 This section is revised to read: 33 34 8-21.3(10) Sign Attachment 35 Sign panels consisting of sheet aluminum or fiberglass reinforced plastic shall be 36 attached or mounted to sign posts or sign structures as shown in the Standard Plans. .. 37 38 Signs not conforming to the above, including all variable message sign (VMS) 39 assemblies and other message board type assemblies, shall be attached or mounted to 40 sign posts or sign structures by means of positive connections - defined as through- 41 bolted connections. The use of clips or clamps to accomplish the attachment or 42 mounting of such signs and assemblies is prohibited. 43 44 8-21.3(12) Steel Sign Posts 45 This section is revised to read: 46 47 For roadside sign structures on Type — A or B bases, the Contractor shall use the 48 following procedures and manufacturer's recommendations: 49 50 1. The couplings, special bolts, bracket bolts, and hinge connection nuts on all 51 Type — A or B bases shall be tightened using the Turn-Of-Nut Tightening 52 Method to a maximum rotation of 1/2 turn past snug tight. ow ow 1 2 2. The Contractor shall shim as necessary to plumb the steel sign posts. 3 4 For roadside sign structures on all Type PL and SB slip bases, the Contractor shall use 'II 5 the following procedures: 6 7 1. The Contractor shall assemble the steel sign post to stub post with bolts and ss 8 flat washers as shown in the Standard Plans. 9 10 2. Each bolt be tightened using a torque wrench to the torque, and following the 11 procedures specified in the Standard Plans. 12 13 SECTION 8-22, PAVEMENT MARKING 14 April 6, 2009 15 8-22.3(2) Preparation of Roadway Surfaces 16 This section is revised to read: 17 18 All surfaces shall be dry, free of any loose debris and within the proper temperature 19 range prior to striping. When required by the pavement marking manufacturer's ss 20 installation instructions, remove pavement markings from pavement surfaces that will 21 adversely affect the bond of new pavement marking material to the roadway surface 22 according to Section 8-22.3(6). 23 24 Remove all other contaminants from pavement surfaces that may adversely affect the 25 installation of new pavement markings by sandblasting, shot-blasting, or sweeping. Air 26 blast the pavement with a high-pressure system to remove extraneous or loose "" 27 material. 28 29 Apply materials to new HMA that is sufficiently cured according to the manufacturer's Is 30 recommendations. Typically, Type D material applied to new HMA pavement requires a 31 pavement cure period of 21 days. This cure period may be reduced if the manufacturer 32 performs a successful bond test and approves the reduction of the pavement cure err 33 period. 34 35 For new Portland Cement Concrete surfaces remove curing compounds and laitance by .r 36 an approved mechanical means. Air blast the pavement with a high-pressure system to 37 remove extraneous or loose material. Apply materials to concrete that has reached a 38 minimum compressive strength of 2,500 psi and that is sufficiently cured according to 39 the manufacturer's recommendations. Typically, Type D material applied to Portland 40 cement concrete pavement requires a pavement cure period of 28 days. This cure 41 period may be reduced if the manufacturer performs a successful bond test and 42 approves the reduction of the pavement cure period. •w 43 44 After the pavement surface is clean and dry, apply primer as recommended by the 45 manufacturer to the area receiving the pavement markings. Apply the primer in a „,t 46 continuous, solid film according to the recommendations of the primer manufacturer and 47 the pavement markings manufacturer. 48 49 8-22.3(3) Marking Application INS 50 The content of this section is deleted. This section is supplemented with the following new 51 sub-sections: NO w. 1 2 8-22.3(3)A Marking Colors 3 Lane line and right edge line shall be white in color. Center line and left edge line shall 4 be yellow in color. Transverse markings shall be white, except as otherwise noted in the 5 Standard Plans. 6 7 8-22.3(3)B Line Patterns 8 Solid line—a continuous line without gaps. 9 10 Broken line —a line consisting of solid line segments separated by gaps. 11 12 Dotted line — a broken line with noticeably shorter line segments separated by 13 noticeably shorter gaps. 14 15 8-22.3(3)C Line Surfaces 16 Flat Lines — Pavement marking lines with a flat surface. ato 17 18 Profiled Marking —A profiled pavement marking is a marking that consists of a base line 19 thickness and a profiled thickness which is a portion of the pavement marking line that is 20 applied at a greater thickness than the base line thickness. Profiles shall be applied 21 using the extruded method in the same application as the base line. The profiles may 22 be slightly rounded provided the minimum profile thickness is provided for the length of to 23 the profile. See the Standard Plans for the construction details. 24 25 Embossed Plastic Line — Embossed plastic lines consist of a flat line with transverse 26 grooves. An embossed plastic line may also have profiles. See the Standard Plans for 27 the construction details. 28 29 8-22.3(3)D Line Applications 30 Surface line — a line constructed by applying pavement marking material directly to the 31 pavement surface or existing pavement marking. 32 33 Grooved line —A line constructed by grinding or saw cutting a groove into the pavement 34 surface and spraying, extruding or gluing pavement marking material into the groove. 35 Groove depth is measured vertically from the bottom of a 2-foot or longer straight edge 36 placed on the roadway surface to the ground surface. The groove depth is dependent 37 upon the material used, the pavement surface and location. See these Standard 38 Specifications, the project Plans and Special Provisions. 39 40 8-22.3(3)E Installation 41 Apply pavement marking materials to clean dry pavement surfaces and according to the 42 following: 43 44 1. Place material according to the manufacture's recommendations; 45 2. Place parallel double lines in one pass; to 46 3. The top of pavement marking shall be smooth and uniform; 47 4. Line ends shall be square and clean; 48 5. Place pavement marking lines parallel and true to line; and, o■ 49 6. Place markings in proper alignment with existing markings. 50 51 When applying paint, Type A or Type C material, ensure that both the pavement surface 52 and the air temperature at the time of application are not less than 50°F and rising. rr► 1 When applying Type B or Type D material, ensure that both the pavement surface and 2 the air temperature at the time of application are not less than 40°F and rising. 3 4 Ensure that the Type A thermoplastic material meets the manufacturers temperature 101 5 specifications when it contacts the pavement surface. 6 7 Two applications of paint will be required to complete all paint markings. The second 61 8 application of paint shall be squarely on top of the first pass. The time period between 9 paint applications will vary depending on the type of pavement and paint (low VOC 10 waterborne, high VOC solvent, or low VOC solvent) as follows: ,, 11 Pavement Type Paint Type Time Period Bituminous Surface Low VOC Waterborne 4-hours min., ,..� Treatment 48-hours max. Hot Mix Asphalt Pavement Low VOC Waterborne 4-hours min., 30-days max. Cement Concrete Low VOC Waterborne 4-hours min., Pavement 30-days max. Bituminous Surface High and Low VOC Solvent 40 min. min., Treatment 48 hrs. max. Hot Mix Asphalt Pavement High and Low VOC Solvent 40 min. min., 30-days max. ONIN Cement Concrete High and Low VOC Solvent 40 min. min., Pavement 30-days max. 12 sam 13 14 Centerlines on 2-lane Highways with broken line patterns, paint or plastic, shall be 15 applied in the increasing mile post direction so they are in cycle with existing broken line '"a 16 patterns at the beginning of the project. Broken line patterns applied to multi-lane or 17 divided Roadways shall be applied in cycle in the direction of travel. 18 19 Where paint is applied on centerline on two-way roads with bituminous surface 20 treatment or centerline rumble strips, the second paint application shall be applied in the 21 opposite (decreasing mile post) direction as the first application (increasing mile post) 22 direction. This will require minor broken line pattern corrections for curves on the 23 second application. 24 25 8-22.3(3)F Application Thickness 26 Pavement markings shall be applied at the following base line thickness measured above 27 the pavement surface or above the groove bottom for grooved markings in thousandths of 28 an inch (mils): 29 Marking Material Application HMA PCC BST Groove Depth Paint-first coat spray 10 10 10 Paint- second coat spray 15 15 15 Type A- flat/transverse & symbols extruded 125 125 125 .r Type A- flat/long line & symbols spray 90 90 120 Type A- with profiles extruded 90 90 120 Type A- embossed extruded 160 160 160 Type A- embossed with profiles extruded 160 160 160 Type A—grooved/flat/long line extruded 230 230 230 250 Type B - flat/transverse & symbols heat 125 125 125 fused Type C-2 - flat/transverse & symbols adhesive 90 90 NA Type C-1 & 2 - flat/long line adhesive 60 60 NA Type C-1 - grooved/flat/long line adhesive 60 60 NA 100 Type D - flat/transverse & symbols spray 120 120 120 Type D - flat/transverse & symbols extruded 120 120 120 Type D - flat/long line spray 90 90 120 Type D - flat/long line extruded 90 90 120 Type D - profiled/long line extruded 90 90 120 Type D —grooved/flat/long line extruded 230 230 230 250 1 w 2 3 Liquid pavement marking material yield per gallon depending on thickness shall not 4 exceed the following: 5 Mils thickness Feet of 4" Square feet/gallon line/gallon 10 483 161 15 322 108 18 268 89 20 242 80 22 220 73 _. 24 202 67 30 161 54 40 122 41 45 107 36 60 81 27 90 54 18 90 with profiles 30 10 120 40 13 120 with profiles 26 9 230 21 7 6 7 8 Solid pavement marking material (Type A) yield per 50-pound bag shall not exceed the 9 following: 10 Mils thickness Feet of 4" line/50# bag Square feet/50# bag eal 30 - flat 358 120 45 - flat 240 80 60 - flat 179 60 ale 90 - flat 120 40 90 - flat with profiles 67 23 120 - flat 90 30 e"' 120 - flat with profiles 58 20 125 - embossed 86 29 us 125 - embossed with 58 20 profiles 230- flat grooved 47 15 1 us 2 3 All grooved lines shall be applied into a groove cut or ground into the pavement. For 4 Type A or Type D material the groove shall be cut or ground with equipment to produce let 5 a smooth square groove 4-inches wide. For Type C-1 material the groove shall be cut 6 with equipment to produce a smooth bottom square groove with a width in accordance 7 with the material manufacturer's recommendation. After grinding, clean the groove by 8 shot blasting or a method approved by Engineer. Immediately before placing the ' 9 marking material clean the groove with high pressure air. 10 11 8-22.3(3)A Glass beads .o 12 This section is renumbered as follows: 13 14 8-22.3(3)G Glass Beads 15 16 The second sentence in the second paragraph is revised to read: 17 18 For plastic pavement markings, glass bead type and application rate shall be as 19 recommended by the marking material manufacturer. 20 21 8-22.3(4) Tolerances for Lines 22 This section is revised to read: 23 24 Allowable tolerances for lines are as follows: 25 26 Length of Line — The longitudinal accumulative error within a 40-foot length of broken 27 line shall not exceed plus or minus 1-inch. The broken line segment shall not be less .r 28 than 10 feet. 29 30 Width of Line — The width of the line shall not be less than the specified line width or 31 greater than the specified line width plus 1/4-inch 32 33 Lane Width — the lane width, which is defined as the lateral width from the edge of 34 pavement to the center of the lane line or between the centers of successive lane lines, 35 shall not vary from the widths shown in the Contract by more than plus or minus 4- 36 inches. 1 2 Thickness — a thickness tolerance not exceeding plus 10-percent will be allowed for 3 thickness or yield in paint and plastic material application. 4 5 Parallel Lines —the gap tolerance between parallel lines is plus or minus '/cinch. 6 000 7 8-22.3(5) Plastic Installation Instructions 8 This section's title is revised to read: 9 �.. 10 8-22.3(5) Installation Instructions 11 12 The following new sentences are inserted to follow the first sentence: 13 14 The instructions shall include equipment requirements, approved work methods and 15 procedures, material application temperature range, air and pavement surface 16 temperature requirements, weather limitations, precautions, and all other requirements 17 for successful application and material performance. Do not use materials with 18 incomplete or missing instructions. 19 11111, 20 SECTION 8-23, TEMPORARY PAVEMENT MARKINGS 21 April 6, 2009 22 23 8-23.3(2) Beading and Tolerances 24 This section's content is deleted. This section's title is revised to read: 25 26 8-23.3(2) Marking Application 27 28 This section is supplemented with the following new sub-sections: 29 30 8-23.3(2)A Temporary Pavement Marking Paint 31 Paint used for temporary pavement markings shall be applied in one application at a 32 thickness of 15-mils or 108-square feet per gallon. Glass beads shall be in accordance 33 with Section 8-22.3(3)G. 34 35 8-23.3(2)B Temporary Pavement Marking Tape 36 Surface preparation and application of temporary pavement marking tape shall be in 37 conformance with the manufacturer's recommendations. 38 39 8-23.3(2)C Temporary Raised Pavement Markers 40 Surface preparation and application of temporary flexible raised pavement markers shall 41 be in conformance with the manufacturer's recommendations. When temporary flexible 42 raised pavement markers are used for bituminous surface treatment operations, the 43 markers shall be installed with the protective cover in place. The cover shall be 44 removed after spraying asphaltic material. 45 `ft, 46 Application of temporary raised pavement markers (other than temporary flexible raised 47 pavement markers) shall conform to the requirements of Section 8-09.3. 48 49 8-23.3(2)D Tolerance for Lines 50 Tolerance for lines shall conform to Section 8-22.3(4) 51 wit 1 SECTION 8-25, GLARE SCREEN 2 January 7, 2008 3 8-25.3(1) Glare Screen Fabric 4 The second sentence in the second paragraph is revised to read: 5 6 Fastening to end, corner, and pull posts shall be with stretcher bars and fabric bands 7 spaced at 1-foot intervals. 8 9 The fourth sentence in the second paragraph is revised to read: 10 11 Fabric shall be securely fastened to line and brace posts with tie wires, metal bands, or 12 other approved methods, attached at 14-inch intervals. „e 13 14 8-25.3(5) Tension Cables 15 The following new paragraph is inserted in front of the first paragraph: 16 17 Fasten the tension cables after the posts have been installed and those set in concrete 18 have sufficiently cured. 19 20 The second sentence in the second paragraph is revised to read: 21 22 The top of the pull posts shall be braced diagonally to the bottom of the end, corner, or " 23 brace posts with a short length of cable as shown in the Standard Plans. 24 25 This section is supplemented with the following: +e 26 27 Attach U-bolt wire rope clips to the cable ends by placing the base (saddle) of the clip 28 against the live end of the cable, while the "U" of the bolt presses against the dead end. w► 29 Two clips shall be used per end, spaced a minimum of six cable diameters apart with a 30 wire rope thimble placed securely in the loop eye to prevent kinking. 31 32 8-25.3(6) Fittings, Attachments and Hardware 33 The first paragraph is deleted. 34 1110 35 The second paragraph is revised to read: 36 37 A galvanized iron strap 1/4-inch in thickness by 2-inches in width, formed as shown in „," 38 the Standard Plans, shall be provided for the attachment of eye bolts and eye nuts to 39 the base and top of the H column posts in order to take the strain of the cable tension 40 off the web of the H column. The straps are required between any tension cable fitting w 41 and the H column, one per side, unless the screen post is mounted to a guardrail post, 42 then a strap is only required on the outside (nut side) face. The straps are only required 43 at tension cable attachment locations. 44 45 SECTION 9-02, BITUMINOUS MATERIALS 46 April 6, 2009 uw 47 9-02.1 Asphalt Material, General 48 This section is supplemented with the following: 1 2 The Asphalt Supplier of Performance Graded Asphalt Binder (PGAB) and Cationic 3 Emulsified Asphalt shall have a Quality Control Plan (QCP) in accordance with WSDOT 4 QC 2 "Standard Practice for Asphalt Suppliers That Certify Performance Graded and 5 Emulsified Asphalts." The Asphalt Supplier's QCP shall be submitted and approved by 6 the WSDOT State Materials Laboratory. Any change to the QCP will require a new QCP 400 7 to be submitted. The Asphalt Supplier of PGAB and Cationic Emulsified Asphalt shall 8 certify through the Bill of Lading that the PGAB or Cationic Emulsified Asphalt meets the 9 Specification requirements of the Contract. .. 10 11 9-02.1(4)A Quality Control Plan 12 This section including title is revised to read: 13 14 9-02.1(4)A Vacant 15 16 SECTION 9-03, AGGREGATES 17 April 6, 2009 18 9-03.1(1) General Requirements 19 The reference to ASTM C-1260 in the third, fifth, and sixth paragraphs is deleted. 20 21 The following new paragraph is inserted after the sixth paragraph: 22 23 The use of fly ash that does not meet the requirements of Table 2 of AASHTO M295 24 may be approved for use for aggregates with expansions greater than or equal to 0.21 �. 25 percent. The Contractor shall submit test results according to ASTM C 1567 through the 26 Project Engineer to the State Materials Laboratory that demonstrate that the proposed 27 fly ash when used with the proposed aggregates and portland cement will control the 28 potential expansion to 0.20 percent or less before the fly ash and aggregate sources 29 may be used in concrete. The Contracting Agency may test the proposed ASR 30 mitigation measure to verify its effectiveness. In the event of a dispute, the Contracting 31 Agency's results will prevail. 32 33 9-03.8(7) HMA Tolerances and Adjustments 34 The third sentence in the second paragraph under (1.), (Beginning with: The tolerance limits 35 on sieves...) is deleted. 36 37 9-03.17 Foundation Material Class A and Class B 38 This section is revised to read: 39 40 Foundation material Class A and Class B shall conform to the following gradations: Iwo 41 Percent Passing Sieve Size Class A Class B 21/2" square 98-100 95-100 2" square 92-100 75-100 11/2" square 72-87 30-60 3/4" square 27-47 0-5 wr ur w %" square 3-14 U.S. No. 4 0-5 1 All percentages are by mass. 2 3 SECTION 9-04, JOINT AND CRACK SEALING MATERIALS 4 December 1, 2008 5 9-04.1(2) Premolded Joint Filler for Expansion Joints 6 This section is revised to read: 1h1 7 8 Premolded joint filler for use in expansion (through) joints shall conform to either 9 AASHTO M 213 Specifications for "Preformed Expansion Joint Fillers for Concrete .r► 10 Paving and Structural Construction" except the requirement for water absorption is 11 deleted, or ASTM D 7174 Specifications for "Preformed Closed-Cell Polyolefin 12 Expansion Joint Fillers for Concrete Paving and Structural Construction." 13 14 9-04.2(1) Hot Poured Joint Sealants 15 This section is revised to read: 16 17 Hot poured joint sealants shall meet the requirements of AASHTO M 324 Type IV except 18 that the Cone Penetration at 25°C shall be 130 max. Hot poured joint sealants shall be 19 sampled in accordance with ASTM D 5167 and tested in accordance with ASTM D 20 5329. The Hot poured joint sealant shall have a minimum Cleveland Open Cup Flash 21 Point of 205°C in accordance with AASHTO T 48 22 23 SECTION 9-06, STRUCTURAL STEEL AND RELATED MATERIALS 24 April 6, 2009 25 9-06.5(3) High Strength Bolts 26 Paragraphs one through four are revised to read as follows: 27 28 High-strength bolts for structural steel joints shall conform to either AASHTO M 164 29 Type 1 or 3, or AASHTO M 253 Type 1 or 3, as specified in the Plans or Special 30 Provisions. 31 32 Galvanized AASHTO M 164 Type 1 bolts with an ultimate tensile strength above 145 ksi 33 shall be tested for embrittlement. Embrittlement testing shall be conducted after 34 galvanization in accordance with ASTM F 606, Section 7. The Manufacturer's so 35 Certificate of Compliance for the lot provided shall show the ultimate tensile strength 36 test results. 37 38 Bolts conforming to AASHTO M 253 shall not be galvanized. AASHTO M 253 Type 1 39 bolts shall be painted with two coats of zinc rich paint, formula A-9-73, consisting of a 40 minimum dry film thickness of 2 mils per coat, when specified in the Plans or Special 41 Provisions. 42 43 Bolts for unpainted and nongalvanized structures shall conform to either AASHTO M 44 164 Type 3 or AASHTO M 253 Type 3, as specified in the Plans or Special Provisions. 45 46 Nuts for high strength bolts shall meet the following requirements: .n vrr 1 2 AASHTO M 164 Bolts 3 Black Type 1 AASHTO M 291 Grade C, C3, DH and DH3 4 AASHTO M 292 Grade 2H 5 Black weathering Type 3 AASHTO M 291 Grade C3 and DH3 6 Galvanized Type 1 AASHTO M 291 Grade DH 7 AASHTO M 292 Grade 2H 8 9 AASHTO M 253 Bolts 10 Black Type 1 AASHTO M 291 Grade DH, DH3 11 AASHTO M 292 Grade 2H 12 Black weathering Type 3 AASHTO M 291 Grade DH3 13 14 9-06.13 Copper Seals 15 This section including title is revised to read: 16 17 9-06.13 Vacant 18 19 9-06.16 Roadside Sign Structures 20 This section is revised to read: 21 22 All bolts, nuts, washers, cap screws, and coupling bolts shall conform to AASHTO M 23 164 and Section 9-06.5(3). All connecting hardware shall be galvanized after fabrication 24 in accordance with AASHTO M 232. 25 26 Posts for single post sign structures shall meet the requirements of ASTM A 500 Grade 27 B or ASTM A 53 Grade B, Type E or S. 28 29 Posts for perforated square steel posts shall meet the requirements of ASTM A 653 30 Grade 50. Perforated square steel posts shall be finished in accordance ASTM A 653 31 G90 Structural Quality Grade 50 or ASTM A 653 G140. 32 33 Slip bases (SB1, SB2, and SB3) for perforated square steel posts shall conform to the 34 following: 35 36 Plates ASTM A 572 37 Casting (SB3) ASTM A 536 Grade 65-45-12 and ASTM A 153 38 Tubing ASTM A 500 Grade B 39 Angle Iron (SB1) ASTM A 36 40 41 Except as noted otherwise, the slip bases (SB1, SB2, and SB3) for perforated square 42 steel posts shall be hot dipped galvanized. 43 44 The heavy duty anchor used for perforated square steel posts (ST-4) shall meet the 45 requirements of ASTM A 500 Grade B and shall be hot dipped galvanized. 46 47 Wide flange steel or solid square steel posts for multiple post sign structures shall 48 conform to either ASTM A 36 or ASTM A 992. Posts conforming to either ASTM A 588 or 49 ASTM A 572 Grade 50 may be used as an acceptable alternate to the ASTM A 36 and 50 ASTM A 992 posts. All steel not otherwise specified shall conform to either ASTM A 36 51 or ASTM A 992. 52 1 Except as noted otherwise all steel, including posts, base plates, and base stiffeners, .r 2 shall be galvanized after fabrication in accordance with AASHTO M111. 3 4 Base connectors for multiple directional steel breakaway posts shall conform to the 5 following: 6 7 Brackets Aluminum Alloy 6061 T-6 8 Bosses for Type TPB Brackets ASTM A 582 9 Anchor Ferrules Type 304 stainless steel for threaded portion. 10 AISI 1045 steel rod and AISI 1008 coil for 11 cage portion. 12 13 Anchor couplings for multiple directional steel breakaway posts shall conform to AMS 14 6378D with a tensile breaking strength range as follows: ,w; 15 16 Type TPA 17,000 to 21,000 lb. 17 Type TPB 47,000 to 57,000 lb. 18 us 19 For multi-directional breakaway base connectors, shims shall conform to ASTM A 653, 20 SS Grade 33, Coating Designation G 165. 21 22 SECTION 9-07, REINFORCING STEEL 23 April 6, 2009 24 9-073 Epoxy Coated Steel Reinforcing Bars 25 The reference to ASTM A 06 in number 1. of the first paragraph is revised to ASTM A 706. 26 27 9-07.10 Prestressing Reinforcement Strand 28 The first sentence in the fourth paragraph is revised to read: 29 30 For every 5 reels furnished, one sample, not less than 51/2-feet long, shall be sent to the 31 Engineer for testing. 32 33 9-07.11 Prestressing Reinforcement Bar 34 The fifth and sixth paragraphs are revised to read: 35 36 The Contractor shall supply a Manufacturer's Certificate of Compliance in accordance + 37 with Section 1-06.3 for each bar. The Contractor shall supply a Manufacturer's 38 Certificate of Compliance in accordance with Section 1-06.3 for all nuts and couplers 39 confirming compliance with the specified strength requirement. 40 41 For each heat of steel for high-strength steel bar, the Contractor shall submit two 42 samples, each not less than 51/2-feet long, to the Engineer for testing. we 43 44 SECTION 9-08, PAINTS 45 April 6, 2009 46 9-08.2 Paint Formulas — General 47 The following new sub-sections are inserted after this section. 48 .r 1 9-08.2(1) Pigmented Sealer Materials for Coating of Concrete Surfaces 2 The pigmented sealer shall be a semi-opaque colored toner containing only methyl 3 methacrylate-ethyl acrylate copolymer resins, toning pigments suspended in solution at 4 all times by a chemical suspension agent, and solvent. Toning pigments shall be 5 laminar silicates, titanium dioxide and inorganic oxides only. There shall be no settling 6 or color variation. Use of vegetable or marine oils, paraffin materials, stearates or 7 organic pigments in any part of coating formulation will not be permitted. The 8 Contractor shall submit a one-quart wet sample, a draw down color sample and 9 spectrophotometer or colorimeter readings, taken in accordance with ASTM D 2244, for 10 each batch. The calculated Delta E shall not exceed 1.0 deviation from the Commission 11 Internationale de I'Eclairage color measurement analysis method (CIELAB) for each 12 pigmented sealer color. 13 14 For the respective color, pigmented sealer shall conform to the following CIELAB 15 analysis: 16 17 Color III/Obs L* a* b* 18 Washington Gray D65/10, degrees 62.59 0.98 5.23 19 A/10, degrees 63.06 1.80 5.70 �,. 20 CWF/10, degrees 63.02 0.73 6.08 21 22 Cascade Green D65/10, degrees 36.62 -0.53 -0.89 23 A/10, degrees 35.82 -7.15 -2.53 24 CWF/10, degrees 36.34 -5.09 -1.18 25 26 Mt. Baker Gray D65/10, degrees 45.94 1.38 4.46 27 A/10, degrees 46.40 1 .70 5.05 28 CWF/10, degrees 46.46 1.07 5.48 ,,, 29 30 Mt. St. Helens Gray D65/10, degrees 56.07 2.15 6.68 31 A/10, degrees 56.76 3.08 7.52 32 CWF/10, degrees 56.67 1.64 7.85 33 34 The one-quart wet sample shall be submitted in the manufacturer's labeled container .. 35 with product number, batch number and size of batch. The companion draw down color 36 sample shall be labeled with the product number, batch number and size of batch. The 37 Contractor shall submit the specified samples and readings to the Engineer at least 14 38 calendar days prior to the scheduled application of the sealer. The Contractor shall not 39 begin applying pigmented sealer until receiving the Engineer's approval of the 40 pigmented sealer color samples. 41 42 9-08.2(2) Powder Coating Materials for Coating Galvanized Surfaces 43 The powder coating system shall consist of two components, an epoxy primer coat and 44 a polyester finish coat. The epoxy primer coat and the polyester finish coat materials +.. 45 shall be from the same manufacturer. 46 47 The epoxy primer coat shall be an epoxy powder primer conforming to the following 48 requirements: 49 50 Property Specification Performance Requirement 51 Adhesion ASTM D 3359 Method B 5B (no failure) NM IOW 1 Flexibility ASTM D 522 Method B Pass 1/8" mandrel bend 2 Pencil Hardness ASTM D 3363 H Plus 3 Specific Gravity ASTM D 792 1.25 minimum 4 .�► 5 The polyester finish coat shall conform to American Architectural Manufacturers 6 Association (AAMA) Specification 2604. 7 .r 8 Degassing additives may be added as necessary to prevent pin holes in the finish coat. 9 The degassing additives shall be added in accordance with manufacturer's 10 recommendations. 11 12 The color of the powder coating system polyester finish coat shall be as specified in the 13 Plans or Special Provisions. 14 15 Repair materials shall be selected from one of the approved products listed in the 16 current Qualified Products List and specified in the Contractor's powder coating plan as 17 approved by the Engineer. u„ 18 19 SECTION 9-09, TIMBER AND LUMBER 20 January 7, 2008 21 9-09.1 General Requirements 22 This section is revised to read: 23 Not 24 All timber and lumber shall be sized as indicated in the Plans. 25 26 All timber and lumber to be painted shall be surfaced on all sides. All timber and lumber am 27 to be painted shall be thoroughly air or kiln dried to an equilibrium moisture content and 28 . shall be stored in such a manner as to remain in a thoroughly dry condition until placed 29 into the work. 30 31 9-09.2 Grade Requirements 32 This section is revised to read: 33 34 Timber and lumber shall conform to the grades and usage listed below. 35 36 Timber and lumber shall be marked with a certified lumber grade stamp provided by one 11° 37 of the following agencies: 38 39 West Coast Lumber Inspection Bureau (WCLIB) 40 Western Wood Products Association (WWPA) 41 Pacific Lumber Inspection Bureau (PLIB) 42 Any lumber grading bureau certified by the American Lumber Standards Committee ail 43 44 For structures, all material delivered to the project shall bear a grade stamp and have a 45 grading certificate. The grade stamp and grading certificate will not constitute final 46 acceptance of the material. The Engineer may reject any or all of the timber or lumber 47 that does not comply with the specifications or has been damaged during shipping or 48 upon delivery. The grading certificate shall be issued by either the grading bureau 49 whose stamp is shown on the material, or by the lumber mill, which shall be under the 50 supervision of one of the grading bureaus listed above. The certificate shall include the 51 following: .r 1 2 Name of the mill performing the grading 3 The grading rules being used tem 4 Name of the person doing the grading with current certification 5 Signature of a responsible mill official 6 Date the lumber was graded at the mill 7 Grade, dimensions, and quantity of the timber or lumber 8 9 For Guardrail Posts and Blocks, Sign Posts, Mileposts, Sawed Fence Posts, and 10 Mailbox Posts, the material delivered to the project shall either bear a grade stamp on 11 each piece or have a grading certificate as defined above. The grade stamp or grading 12 certificate shall not constitute final acceptance of the material. The Engineer may reject 13 any or all of the timber or lumber that does not comply with the specifications or has "" 14 been damaged during shipping or upon delivery. 15 16 9-09.2(1) Surfacing and Seasoning "� 17 This section including title is revised to read: 18 19 9-09.2(1) Structures �• 20 All timber and lumber for structures shall be Douglas Fir-Larch unless specified 21 otherwise in the contract, and shall conform to the following: 22 Materials 2"to 4" nominal No. 1 and better, grade thick, 5" nominal and wider (Section 123-b of WCLIB) or (Structural Joists and Planks) (Section 62.11 of WWPA) Materials 5" nominal and thicker No. 1 and better, grade (Beams and Stringers) (Section 130-b of WCLIB) or (Section 70.11 of WWPA) 23 24 Timber lagging for soldier pile walls shall be Douglas Fir-Larch, grade No. 2 or better or 25 Hem-Fir No. 1. 26 27 When the material is delivered to the project, the Engineer will check the order for the 28 appropriate grade stamp. The invoice and grading certificate accompanying the order 29 must be accurate and complete with the information listed above. The grading certificate 30 and grade markings shall not constitute final acceptance of the material. The Engineer 31 may reject any or all of the timber or lumber that does not comply with the specifications 32 or has been damaged during shipping or upon delivery. 33 34 9-09.2(2) Vacant 35 This section including title is revised to read: 36 37 9-09.2(2) Guardrail Posts and Blocks 38 Timber and lumber for guardrail posts and blocks (classified as Posts and Timbers) shall 39 conform to the species and grades listed below. 40 Douglas Fir No. 1 and better, grade (Section 131-b WCLIB) ,m„ or (Section 80.11 WWPA) Hem Fir Select Structural, grade (Section 131-a WCLIB) or (Section 80.10 WWPA) Southern Yellow Pine No. 1 and better, grade (Southern Pine Inspection Bureau) 1 2 When the material is delivered to the project, the Engineer will check the order for the sr► 3 appropriate grade stamp. The grade markings shall not constitute final acceptance of 4 the material. The Engineer may reject any or all of the timber or lumber that does not 55 comply with the specifications or has been damaged during shipping or upon delivery. Ol„ 7 9-09.2(3) Inspection 8 This section including title is revised to read: 9 10 9-09.2(3) Sign Posts, Mileposts, Sawed Fence Posts, and Mailbox Posts 11 The allowable species of timber and lumber for signposts, and mileposts shall be 12 Douglas Fir-Larch or Hem Fir. Timber and lumber for sawed fence posts and mailbox 'r" 13 posts shall be Western Red Cedar, Douglas Fir-Larch, or Hem Fir. 14 15 Sign posts, mileposts, sawed fence posts, and mailbox posts shall conform to the .rt 16 grades shown below. 17 4" x 4" Construction grade (Light Framing, SW Section 122-b WCLIB) or (Section 40.11 WWPA) 4" x 6" No. 1 and better, grade (Structural Joists and Planks, Section 123-b WCLIB) or (Section 62.11 WWPA) NW 6" x 6", 6" x 8", 8" x 10" No. 1 and better, grade (Posts and Timbers, Section 131-b WCLIB) or (Section 80.11 WWPA) 6" x 10", 6" x 12" No. 1 and better, grade (Beams and Stringers, Section 130-b WCLIB) or (Section 70.11 WWPA) 18 Nit 19 20 SECTION 9-14, EROSION CONTROL AND ROADSIDE PLANTING 21 April 6, 2009 22 9-14.4(4) Vacant 23 This section including title is revised to read: 24 25 9-14.4(4) Wood Strand Mulch 26 Wood strand mulch shall be a blend of loose, long, thin wood pieces derived from native 27 conifer or deciduous trees with high length-to-width ratio. A minimum of 95% of the 28 wood strand shall have lengths between 2 and 10-inches, with a width and thickness 29 between 1/16 and 3/8-inches. 30 ,w 31 The mulch shall not contain resin, tannin, or other compounds in quantities that would 32 be detrimental to plant life. Sawdust or wood shavings shall not be used as mulch. 33 aft 34 9-14.4(8) Compost 35 This section is revised to read: 36 est 37 Compost products shall be the result of the biological degradation and transformation of 38 plant-derived materials under controlled conditions designed to promote aerobic 39 decomposition. Compost shall be stable with regard to oxygen consumption and carbon taw 1 dioxide generation. Compost shall be mature with regard to its suitability for serving as 2 a soil amendment or an erosion control BMP as defined below. The compost shall have 3 a moisture content that has no visible free water or dust produced when handling the tell 4 material. 5 6 Compost production and quality shall comply with Chapter 173-350 WAC. 7 8 Compost products shall meet the following physical criteria: 9 10 1. Compost material shall be tested in accordance with U.S. Composting Council 11 Testing Methods for the Examination of Compost and Composting (TMECC) 12 02.02-B, "Sample Sieving for Aggregate Size Classification". 13 14 Fine Compost shall meet the following: 15 16 Min. Max. 17 Percent passing 2" 100% 18 Percent passing 1" 95% 100% 19 Percent passing 5/8" 90% 100% ,te„ 20 Percent passing 1/4" 75% 100% 21 Maximum particle length of 6 inches 22 23 Coarse Compost shall meet the following: 24 25 Min. Max. 26 Percent passing 3" 100% 27 Percent passing 1" 90% 100% 28 Percent passing 3/4" 70% 100% 29 Percent passing 1/4" 40% 60% 30 Maximum particle length of 6 inches 31 32 2. The pH shall be between 6.0 and 8.5 when tested in accordance with U.S. 33 Composting Council TMECC 04.11-A, "1:5 Slurry pH". 34 35 3. Manufactured inert material (plastic, concrete, ceramics, metal, etc.) shall be 36 less than 1.0 percent by weight as determined by U.S. Composting Council im` 37 TMECC 03.08-A"Classification of Inerts by Sieve Size". 38 39 4. Minimum organic matter shall be 40 percent by dry weight basis as determined 40 by U.S. Composting Council TMECC 05.07A "Loss-On-Ignition Organic Matter 41 Method (LOI)". 42 43 5. Soluble salt contents shall be less than 4.0 mmhos/cm when tested in 44 accordance with U.S. Composting Council TMECC 04.10 "Electrical 45 Conductivity". 46 47 6. Maturity shall be greater than 80% in accordance with U.S. Composting 48 Council TMECC 05.05-A, "Germination and Root Elongation". 49 tete 50 7. Stability shall be 7 mg CO2—C/g OM/day or below in accordance with U.S. 51 Composting Council TMECC 05.08-B "Carbon Dioxide Evolution Rate". 52 egg 1 8. The compost product must originate a minimum of 65 percent by volume from 2 recycled plant waste as defined in WAC 173-350 as "Type 1 Feedstocks." A 3 maximum of 35 percent by volume of "Type 2 Feedstocks," source-separated 4 food waste, and/or biosolids may be substituted for recycled plant waste. The "` 5 manufacturer shall provide a list of feedstock sources by percentage in the 6 final compost product. 7 rr 8 9. The Engineer may also evaluate compost for maturity using U.S. Composting 9 Council TMECC 05.08-E "Solvita® Maturity Index". Fine Compost shall score 10 a number 6 or above on the Solvita® Compost Maturity Test. Coarse Compost ,,,, 11 shall score a 5 or above on the Solvita®Compost Maturity Test. 12 13 This section is supplemented with the following new sub-sections: 14 i"" 15 9-14.4(8)A Compost Approval 16 The Contractor shall either select a compost manufacturer from the Qualified Products 17 List, or submit the following information to the Engineer for approval: "t 18 19 1. A Request for Approval of Material Source. 20 ,,,, 21 2. A copy of the Solid Waste Handling Permit issued to the manufacturer by the 22 Jurisdictional Health Department as per WAC 173-350 (Minimum Functional 23 Standards for Solid Waste Handling). 24 25 3. The manufacturer shall verify in writing, and provide lab analyses that the 26 material complies with the processes, testing, and standards specified in WAC 27 173-350 and these specifications. An independent Seal of Testing Assurance °" 28 (STA) Program certified laboratory shall perform the analysis. 29 30 4. A copy of the manufacturer's Seal of Testing Assurance STA certification as iw 31 issued by the U.S. Composting Council. 32 33 9-14.4(8)B Compost Acceptance 34 Seven days prior to initial application of any compost the Contractor shall submit a 35 compost sample, a STA test report dated within 90 calendar days, and the list of 36 feedstocks by volume for each compost type to the Engineer for review. .r 37 38 The Contractor shall use only compost that has been tested within 90 calendar days of 39 application and meets the requirements in section 9-14.4(8). Compost not conforming 40 to the above requirements or taken from a source other than those tested and accepted age 41 shall be immediately removed from the project and replaced at no cost to the 42 Contracting Agency. 43 err 44 9-14.5(1) Polyacrylamide (PAM) 45 The second sentence is revised to read: 46 47 PAM shall be anionic and shall be linear, and not cross-linked. 48 49 9-14.5(3) Clear Plastic Covering 50 This section is revised to read: 51 r • r 1 Clear plastic covering shall conform to the requirements of ASTM D 4397, for 2 polyethylene sheeting having a minimum thickness of 6 mils. 3 4 9-14.5(7) Coir Log 5 The reference to Standard Plans in the second sentence of the first paragraph is revised to 6 read Plans. ,�. 7 8 SECTION 9-16, FENCE AND GUARDRAIL 9 December 1, 2008 10 9-16.1(1)A Post Material for Chain Link Fence 11 The first paragraph is supplemented with the following: ■. 12 13 • Round Post Material 14 Round post material shall be Grade 1 or 2. 15 16 • Roll Form Material 17 Roll-formed post material shall be Grade 1. 18 Roll-formed end, corner, and pull posts shall have integral fastening loops to 19 connect to the fabric for the full length of each post. Top rails and brace rails shall 20 be open rectangular sections with internal flanges as shown in ASTM F1043. 21 22 The Round Post Material and Roll Form Material information following the third paragraph 23 is deleted. 24 25 9-16.1(1)B Chain Link Fence Fabric 26 The first paragraph is revised to read: 27 28 Chain link fabric shall consist of 11 gage wire for chain link fence Types 3, 4, and 6, and 29 9 gage wire for chain link fence Type 1. The fabric shall be zinc-coated steel wire 30 conforming to AASHTO M 181, Class C. Zinc 5-percent Aluminum-Mischmetal alloy 31 meeting the requirements of ASTM B 750 may be substituted for zinc coating (hot- ..0 32 dipped) at the application rate specified by ASSHTO M 181 for hot-dip zinc coating. 33 Coating for chain link fence fabric shall meet the requirements of ASTM A 817 with 34 minimum weight of coating of uncoated wire surface 1.0 oz/sq ft (305 g/m2). 35 36 9-16.1(1)C Tension Wire 37 This section including title is revised to read: 38 39 9-16.1(1)C Tension Wire and Tension Cable 40 Tension wire shall meet the requirements of AASHTO M 181. Tension wire galvanizing 41 shall be Class 1. 42 43 Tension cable shall meet the requirements of Section 9-16.6(5). 44 45 9-16.1(1)D Fittings and Hardware 46 This section is supplemented with the following: 47 A. 48 Fabric bands and stretcher bars shall meet the requirements of Section 9-16.6(9). 49 tot 1 Thimbles, wire rope clips, anchor shackles, and seizing shall meet the requirements of 2 Section 9-16.6(6). 3 4 9-16.1(1)E Chain Link Gates 5 The first sentence in the first paragraph is revised to read: 6 7 Gate frames shall be constructed of not less that 1 1/2-inch (I.D.) galvanized pipe Ili 8 conforming to AASHTO M 181 Type I, Grade 1 or 2 as specified in Section 9-16.1(1)A. 9 10 The fourth sentence in the first paragraph is revised to read: 11 12 All welds shall be ground smooth and painted with an A-9-73 galvanizing repair paint or 13 A-11-99 primer meeting the requirements of Section 9-08.2. 14 15 9-16.2(1)A Steel Post Material 16 The paragraph under Angle Post Material is revised to read: 17 18 All angle post material shall be galvanized in accordance with the requirements 19 of AASHTO M 111 except the anchor plate on fence post material shall be grade 20 55. Angle post used for end, corner, gate and pull post and brace shall have a 'at 21 minimum weight of 3.1 lb/ft. 22 23 The first sentence in the third paragraph is revised to read: ew 24 25 Posts shall not be less than 7-feet in length. 26 27 The last sentence in the third paragraph is revised to read: 28 29 The anchor plate shall be securely attached and have a surface area of 20 ±2 in2, and a 30 minimum weight of 0.67 pounds. "'t 31 32 9-16.3(2) Posts and Blocks 33 The first sentence in the second paragraph is revised to read: 34 35 Timber posts and blocks shall conform to the grade specified in Section 9-09.2(2). 36 37 9-16.3(3) Galvanizing 38 The first sentence in the first paragraph is revised to read: 39 - 40 W-beam or thrie beam rail elements and terminal sections shall be galvanized in 41 accordance with AASHTO M-180, Class A, Type 2, except that the rail shall be 42 galvanized after fabrication, with fabrication to include forming, cutting, shearing, 43 punching, drilling, bending, welding, and riveting. 44 45 9-16.3(4) Hardware 46 This section is revised to read: 'tli 47 48 Unfinished Bolts (ordinary machine bolts), nuts, and washers for High Unfinished Bolts, 49 shall conform to 9-06.5(1). High Strength bolts, nuts, and washers for High Strength 50 Bolts shall conform to 9-06.5(3). 51 IMO war 1111 1 Unfinished bolts will be accepted by field verification and documentation that bolt heads 2 are stamped 307A. The Contractor shall submit a manufacturer's certificate of 3 compliance per 1-06.3 for high strength bolts, nuts, and washers prior to installing any of 4 the hardware. 5 6 9-16.3(5) Anchors 7 The reference to "hot dip galvanized" in the tenth paragraph is revised to "galvanized". 8 9 9-16.4(2) Wire Mesh 10 The reference to "hot dip galvanized" in the second sentence in the third paragraph is 11 revised to "galvanized". 12 13 9-16.6(2) Glare Screen Fabric 14 The reference to "A 491" in the second sentence in the first paragraph is revised to "ASTM A 15 491". 16 17 9-16.6(3) Posts 18 The first paragraph is revised to read: 19 20 Line posts for Type 1 glare screen shall be 1 1/2-inches by 1 7/8-inches galvanized steel 21 H column with a minimum weight of 2.8 pounds per linear foot. Line posts for Type 2 22 glare screen shall be 1 5/8-inches by 2 1/4-inches galvanized steel H column with a 23 minimum weight of 4.0 pounds per linear foot, or 2-inch inside diameter galvanized steel 24 pipe with a nominal weight of 3.65 pounds per linear foot provided only one type shall 25 be used on any one project. 26 •" 27 The first paragraph is supplemented with the following: 28 29 End, corner, brace, and pull posts for Type 1 Design A shall be 1 1/2-inches by 1 7/8- 30 inches steel H column with a minimum weight of 2.8 pounds per linear foot. 31 32 The first sentence in the second paragraph is revised to read: 33 34 End, corner, brace, and pull posts for Type 1 Design B and Type 2 shall be 2-inch inside 35 diameter galvanized steel pipe with nominal weight of 3.65 pounds per linear foot. 36 37 The reference to "hot dip galvanized" in the third sentence in the second paragraph is 38 revised to "galvanized". 39 40 The first two sentences in the fifth paragraph are revised to read: 41 42 All posts shall be galvanized in accordance with AASHTO M 181, Section 32. The •• 43 minimum average zinc coating is per square foot of surface area. 44 45 9-16.6(5) Cable 46 The reference to "hot dip galvanized" is revised to "galvanized". 47 48 9-16.6(6) Cable and Tension Wire Attachments 49 The reference to "hot dip galvanized" in the first sentence in the first paragraph is revised to 50 "galvanized". 51 52 The third sentence in the first paragraph is deleted. 1 2 9-16.6(9) Fabric Bands and Stretcher Bars 3 The reference to "hot dip galvanized" is revised to "galvanized". 4 a 5 9-16.6(10) Tie Wire 6 This section including title is revised to read: 7 a 8 9-16.6(10) Tie Wire and Hog Rings 9 Tie wire shall be 9 gage aluminum wire complying with the ASTM B 211 for alloy 1100 10 H14 or 9 gage galvanized wire meeting the requirements of AASHTO M 279. 11 Galvanizing shall be Class 1. 12 13 Hog rings shall be 12 gage galvanized steel wire. 14 �r 15 9-16.8(1) Rail and Hardware 16 The word "Composition" following the first paragraph is deleted. 17 a 18 SECTION 9-19, PRESTRESSED CONCRETE GIRDERS 19 April 6, 2009 a 20 9-19.1 Aggregates and Proportioning 21 The first paragraph is revised to read: 22 23 The concrete for prestressed girders shall have the minimum compressive strengths as 24 specified in the Plans. Aggregates used in the mix shall conform to the following: 25 26 Coarse aggregate shall be in accordance with Section 9-03.1(4). 27 28 Fine aggregate shall be in accordance with Section 9-03.1(2), Class 1 or Class 29 2. got 30 31 The manufacturer may revise the grading of the coarse aggregate provided that the 32 concrete mix design is qualified with the modified gradation. An alternative combined Mk 33 gradation conforming to Section 9-03.1(5) may also be used. 34 35 The reference to Section 9-23.7 in the sixth paragraph is revised to Section 9-23.6. 36 37 SECTION 9-23, CONCRETE CURING MATERIALS AND ADMIXTURES 38 April 6, 2009 it 39 9-23.6 Admixture for Concrete 40 This section including title is revised to read: 41 42 9-23.6 Chemical Admixtures for Concrete 43 Acceptance of chemical admixtures will be based on Manufacturer's Certificate of 44 Compliance. If required by the Engineer, admixtures shall be sampled and tested before a 45 they are used. A one-pint (500 milliliter) sample of the admixture shall be submitted to 46 the WSDOT Headquarters Materials Laboratory for testing 10 days prior to use. 47 Chemical Admixtures shall contain less than one percent chloride ion (Cl-) by weight of at 48 admixture. 49 ■r 1 This section is supplemented with the following new sub-sections. 2 3 9-23.6(1) Air Entraining Admixtures 4 Air Entraining Admixtures shall meet the requirements of AASHTO M 154 or ASTM C 5 260. 6 7 9-23.6(2) Type A Water-Reducing Admixtures 8 Type A Water-Reducing admixtures shall conform to the requirements of AASHTO M 9 194 Type A or ASTM C 494 Type A. 10 11 9-23.6(3) Type B Retarding Admixtures 12 Type B Retarding admixtures shall conform to the requirements of AASHTO M 194 Type 13 B or ASTM C 494 Type B. 14 15 9-23.6(4) Type C Accelerating Admixtures 16 Type C Accelerating admixtures shall conform to the requirements of AASHTO M 194 17 Type C or ASTM C 494 Type C and only non-chloride accelerating admixtures shall be 18 used. 19 20 9-23.6(5) Type D Water-Reducing and Retarding Admixtures 21 Type D Water-Reducing and Retarding admixtures shall conform to the requirements of 22 AASHTO M 194 Type D or ASTM C 494 Type D. 23 24 9-23.6(6) Type E Water-Reducing and Accelerating Admixtures 25 Type E Water-Reducing and Accelerating admixtures shall conform to the requirements 26 of AASHTO M 194 Type E or ASTM C 494 Type E and only non-chloride accelerating 27 admixtures shall be used. 28 29 9-23.6(7) Type F Water-Reducing, High Range Admixtures 30 Type F Water-Reducing, High Range admixtures shall conform to the requirements of 31 AASHTO M 194 Type F or ASTM C 494 Type F. 32 33 9-23.6(8) Type G Water-Reducing, High Range and Retarding Admixtures 34 Type G Water-Reducing, High Range and Retarding admixtures shall conform to the 35 requirements of AASHTO M 194 Type G or ASTM C 494 Type G. 36 37 9-23.6(9) Type S Specific Performance Admixtures 38 Type S Specific Performance Admixtures shall conform to the requirements of ASTM C 39 494 Type S. When a Type S admixture is used a report on the performance 40 characteristics of the Type S admixture shall be submitted along with the WSDOT 41 concrete mix design (WSDOT Form 350-040). The report shall describe the 42 performance characteristics and provide data substantiating the specific characteristics 43 of the Type S admixture in accordance with ASTM C 494. 44 45 9-23.7 Air Entraining and Chemical Admixtures for Precast Prestressed 46 Concrete 47 This section including title is revised to read: 48 49 9-23.7 Vacant 50 1 9-23.9 Fly Ash 1111 2 This section is supplemented with the following: 3 4 Fly ash that exceeds the available alkalies limits set in AASHTO M 295 Table 2 may be 'I 5 used if they meet the tests requirements of Section 9-03.1(1). The optional chemical 6 limits in AASHTO M 295 Table 2 do not apply to fly ash used in Controlled Density Fill. 7 �r 8 SECTION 9-25, WATER 9 April 6, 2009 UMP 10 9-25.1 Water for Concrete 11 The first paragraph is revised to read: 12 13 Water for concrete, grout, and mortar shall be clear, apparently clean, and suitable for 14 human consumption (potable). If the water contains substances that cause 15 discoloration, unusual smell or taste, or other suspicious content, the Engineer may 16 require the Contractor to provide test results documenting that the water meets the "11 17 physical test requirements and chemical limits described in ASTM C1602 for non- 18 potable water. 19 20 SECTION 9-28, SIGNING MATERIALS AND FABRICATION 21 April 6, 2009 r 22 9-28.8 Sheet Aluminum Signs 23 The second paragraph (excluding chart) is revised to read: 24 25 After the sheeting has been fabricated, the surface of each panel shall be protected sok 26 from corrosion. The corrosion protection shall meet the requirements of ASTM B-449 27 class II Specification for Chromates on Aluminum. Aluminum signs over 12-feet wide by 28 5-feet high shall be comprised of vertical panels in increments of 2, 3, or 4-feet wide. No Ili 29 more than one 2-foot and/or 3-foot panel may be used per sign. The Contractor shall 30 use the widest panels possible. All parts necessary for assembly shall be constructed of 31 aluminum, galvanized, or stainless steel in accordance with the plans. Sheet thickness et 32 shall be as follows: 33 34 9-28.9(1) Mechanical Properties 35 The chart in this section is revised to read: 36 37 Mechanical Property Ave. Min. Requirement ASTM Test 38 Tensile Strength 10.0 psi x 103 D638 39 Tensile Modulus 1.2 psi x 106 D638 40 Flexural Strength 20.0 psi x 103 D790 41 Flexural Modulus 1.2 psi x 106 D790 s"' 42 Compression Strength 32.0 psi x 103 D695 43 Compression Modulus 1.4 psi x 106 D695 44 Punch Shear 12.0 psi x 103 D732 ult 45 46 9-28.14(2) Steel Structures and Posts 47 The first sentence in the fifth paragraph is supplemented with the following: 48 MN ar 1 Steel used for slip bases (SB-1, SB-2, SB-3) and heavy duty anchors shall have a 2 controlled silicon maximum of 0.40-percent. 3 4 SECTION 9-29, ILLUMINATION, SIGNAL, ELECTRICAL 5 April 6, 2009 6 9-29.1 Conduit, Innerduct, and Outerduct 7 This section's content is deleted. This section is supplemented with the following: 8 9 Conduit shall be free from defects, including out of round, and foreign inclusions. 10 Conduit shall be uniform in color, density, and physical properties. The inside shall be 11 smooth and free from burrs which could damage cable during installation. Conduit ends 12 shall be cut square to the inside diameter, and supplied with thread protectors. All 13 conduit, conduit fittings, and associated hardware/appurtenances shall be listed by a 14 Nationally Recognized Testing Laboratory. 15 16 9-29.1(1) Rigid Metal Conduit, Galvanized Steel Outerduct, and Fittings 17 Rigid metal conduit, shall be straight, and be rigid galvanized steel, or stainless steel, as 18 required and bear the mark of a Nationally Recognized Testing Laboratory. Exterior and 19 interior surfaces of the galvanized steel conduit, except threaded ends, shall be 20 uniformly and adequately zinc coated by a hot-dip galvanizing process. The average of 21 the zinc coating shall comply with Federal Specification WW-C-581d. IN. 22 23 9-29.1(2) Rigid Metal Conduit Fittings and Appurtenances 24 Couplings for rigid metal type conduits may be either hot-dip or electroplated 25 galvanized. 26 27 Conduit bodies and fittings for rigid steel conduit systems shall be listed by Nationally 28 Recognized Testing Laboratory listed for wet locations, and shall be hot-dip galvanized 29 malleable iron, or bronze. Conduit bodies shall have tapered threads, and include a bolt 30 on cover with stainless steel screws and a neoprene gasket seal. 31 �- 32 Grounding end bushings shall be bronze or galvanized malleable iron with copper, 33 tinned copper, stainless steel, or integral lug with stainless steel clamping screw, 34 mounting screw and set screw. 35 36 Conduit clamps and straps shall be type 304 or type 316 stainless steel or hot-dip 37 galvanized. Two-hole type straps shall span the entire width of the support channel and 38 attach to the supports on both sides of the conduit with bolts and associated hardware. urn 39 Two piece conduit clamps shall interlock with the support channel with a single bolt. 40 41 Conduit supports for surface mounted conduit shall be hot-dip galvanized or type 304 or 42 type 316 stainless steel channel using type 304 or type 316 stainless steel bolts and 43 spring nuts. 44 45 9-29.1(2)A Expansion Fittings, Deflection Fittings, and Combination 46 Expansion/Deflection Fittings 47 Expansion fittings for rigid galvanized steel conduit shall be weather tight, with hot-dip +.. 48 galvanized malleable or ductile iron end couplings and body and shall allow for 4-inches 49 of movement minimum (2-inches in each direction). Expansion fittings for rigid 50 galvanized steel conduit shall have an external tinned copper bonding jumper or an rY 1 internal tinned copper bonding jumper. The internal tinned copper bonding jumper shall 2 not reduce the conduit conductor capacity. 3 4 Deflection fittings for rigid galvanized steel conduit shall be weather tight, with hot-dip 5 galvanized ductile iron or bronze end couplings, with molded neoprene sleeve, stainless 6 steel bands and internal tinned copper bonding jumper. Deflection fittings shall provide 7 for conduit movement of 3/4-inch in all directions and angular movement of 30 degree in NI 8 any direction. 9 10 A combination of a deflection and an expansion fitting for rigid galvanized steel conduit ,,,,, 11 shall be assembled from a deflection fitting and an expansion fitting as defined above. 12 13 The bonding jumper used for expansion fittings and combination expansion deflection 1111 14 fittings shall be a tinned copper braid attached to the conduit with a galvanized "U" bolt 15 type connection designed for the application. 16 17 9-29.1(3) Flexible Metal Conduit 18 Liquidtight flexible metal conduit shall consist of a single strip of continuous flexible 19 interlocked steel galvanized inside and out, forming a smooth internal wiring channel 20 with a liquid tight covering of sunlight resistant flexible PVC conforming to NEC Article ow 21 350. 22 23 9-29.1(3)A Flexible Metal Conduit Appurtenances 24 Liquidtight connectors shall be the insulated throat type, conforming to NEC Article 350, 25 and listed for wet locations. 26 27 9-29.1(4) Non-Metallic Conduit " 28 29 9-29.1(4)A Rigid PVC Conduit 30 Rigid PVC conduit shall conform to NEMA TC 2 and ASTM F 2136, and UL 651. "I 31 Fittings shall conform to NEMA TC-3, and be UL 514C and UL 651. 32 33 PVC solvent cement shall meet ASTM D 2564 including note 8 (label to show pipe sizes at 34 for which the cement is recommended). 35 36 9-29.1(4)B HDPE Conduit OW 37 HDPE conduit shall be listed by a Nationally Recognized Testing Laboratory. Couplings 38 for HDPE shall be mechanical and listed for use with HDPE. 39 40 Aluminum mechanical couplings are prohibited. 41 42 9-29.1(5) Innerduct and Outerduct 43 The innerduct system shall be factory-installed and shall be designed so that expansion 44 and contraction of the innerducts takes place in the coupling body to eliminate 45 compatibility problems.The conduit coupling body shall have a factory-assembled 46 gasket that is multi-stage and anti-reversing, sealing both the outerduct and innerducts. 47 A secondary mid-body 0-ring gasket shall be seated into the coupling body and shall 48 hold the coupling body firmly in the outerduct. 49 50 All fittings, adapters, and bends (sweeps) shall be provided and shall be manufactured 51 from the same materials and manufacturing process as the conduit, except as specified rr 1 otherwise. The conduit system shall be a complete system with the following 2 accessories: 3 4 Manhole Terminator Kits 5 Deflection Fittings 6 Offset Fittings •. 7 Expansion/Contraction Fittings 8 Repair Kits 9 Conduit and Innerduct Plugs 10 Pull string 11 Pull rope 12 Conduit spacers 13 Split Plugs 14 15 9-29.1(5)A Rigid Galvanized Steel Outerduct with PVC or PE Innerduct 16 Each section of steel outerduct shall be supplied with one reversing spin coupling that 17 allows straight sections and fittings to be joined without spinning the conduit. The 18 reversing coupling shall be galvanized and have three setscrews or a lock nut ring to 19 lock the coupling in place. Setscrews or lock nut ring shall be galvanized or stainless 20 steel and insure continuous electrical ground. The couplings shall be galvanized steel 21 with the same material properties as the conduit. 22 23 The conduit system shall be designed so that assembly of components can be 24 accomplished in the following steps: 25 26 1. Loosen setscrews or lock nut ring on coupling and spin back to allow for 27 insertion. 28 29 2. Spin coupling mating sections forward to bottom. 30 31 3. Tighten setscrews on lock nut ring. 32 „■ 33 9-29.1(5)B Rigid PVC Outerduct with PVC or PE Innerduct 34 Protective outerduct for schedule 40 PVC and schedule 80 PVC conduit outerduct shall 35 be 4-inch with a minimum 5-inch extended integral "bell end" and shall be gray in color. 36 The outerduct minimum wall thickness shall be 0.23-inch for Schedule 40 PVC and 37 0.32-inch for Schedule 80 PVC. 38 39 Conduit and fittings for PVC outerduct shall be manufactured with an ultraviolet inhibitor. 40 41 The coupling body for PVC outerduct shall include a factory-assembled, multi-stage 42 gasket that is anti-reversing, sealing both the outer and innerducts. A secondary mid- .. 43 body gasket shall be seated at the shoulder of the bell to assure air and water integrity 44 of the system. The bell end and the coupling body assembly shall accept a minimum of 45 5-inches of the spigot end. 46 47 The conduit system shall be designed so that straight sections and fittings will assemble 48 without the need for lubricants or cement. 49 50 PVC outerduct shall have a longitudinal print-line that denotes "Install This Side Up" for 51 proper innerduct alignment. PVC outer-ducts shall have a circumferential ring on the 52 spigot end of the duct to provide a reference point for ensuring the proper insertion 1 depth when connecting conduit ends. The line shall be a minimum of 5-inches from the 2 end of the conduit. 3 4 9-29.1(5)C Innerduct for Straight Sections of Galvanized Steel Outerduct or ""' 5 PVC Outerduct 6 The innerducts shall have a minimum outside diameter of 1.25-inch, and a minimum 7 inside diameter of 1.2-inch. Larger diameter innerducts may be provided if the wall Ili 8 thickness and diameter tolerances are met. The tolerance for inside and outside 9 diameters shall be 0.005-inch. The innerducts shall have a minimum wall thickness of 10 0.060-inch. Innerduct shall be color coded and shall index a minimum of one innerduct 11 with a different color. Alternate color codes are permitted as long as the color codes are 12 contiguous between adjacent junction boxes. The innerducts shall be factory installed in 13 the outerduct. 14 15 Dynamic coefficient of friction of innerducts shall be tested in accordance with Telcordia 16 GR-356-CORE procedure. The coefficient of friction shall be less than 0.30 between 17 medium density polyethylene jacketed fiber optic cable and the prelubricated innerduct. 18 The coefficient of friction shall be less than 0.10 between the 1/4-inch diameter 19 polypropylene rope (suitable for fiber optic cable pulling) and the prelubricated 20 innerduct. Pull rope used for testing (meeting the 0.10 coefficient of friction requirement) oft 21 shall be the same type as the pull rope used for cable installation. The Contractor shall 22 provide as part of the conduit submittals a certificate of compliance with these 23 coefficient of friction requirements. 101 24 25 The innerduct shall have a smooth, non-ribbed interior surface, with a factory 26 prelubricated coating. The coating shall provide the required dynamic coefficient of 27 friction. 28 29 Innerduct shall be extruded polyvinyl chloride (PVC) or polyethylene (PE). 30 ,re 31 The coupling body for the innerduct shall be factory assembled in the bell end of the 32 outerduct and shall be manufactured from a high impact engineered thermoplastic. The 33 coupling body face shall be supplied with lead-ins to facilitate assembly. 34 35 All outerduct shall be marked with data traceable to plant location. 36 37 9-29.1(5)D Conduit with Innerducts Fittings and Appurtenances 38 Duct plugs shall be polypropylene and be equipped with a neoprene or polyurethane 39 gasket. Plugs shall be equipped with an attachment to secure the pull rope in the 40 innerduct. The plug shall withstand 5 psi. 41 42 9-29.1(5)D1 Bends for 4-inch PVC Conduit with Innerducts or Galvanized 43 Steel Conduit with Innerducts ars 44 All bend radii shall be 36-inches or greater. The conduit system shall provide a complete 45 line of fixed and flexible sweeps with system compatible bell and spigot or threaded 46 ends. The bends shall contain high-temperature burn-through-resistant innerducts rrr 47 manufactured from PVC, PE, or Nylon-66. The innerducts shall meet all other 48 requirements for innerduct In Sections 9-29.1(1) and 9-29.1(5)A. 49 50 9-29.1(5)D2 Prefabricated Fixed and Flexible Bends (for Innerducts) 51 The prefabricated standard fixed PVC bends shall have a radius between 4-feet and 9- 52 feet and sweep angles of 11.25-degree, 22.5-degree, 45-degree, or 90-degree. rr ust Vila 1 2 Flexible bends shall be prefabricated. These conduits may be field bent to a uniform 3 radius no less than 4-feet. The field bend shall be no greater than 90-degrees. sit 4 Grounding shall be continuous in flexible bends. Outerduct for flexible ends shall be 5 manufactured from reinforced PVC.Expansion and Deflection fittings for rigid galvanized 6 steel conduit with innerduct shall be provided in accordance with 9-29.1(2)A. ;., 7 8 9-29.1(6) Detectable Underground Warning Tape 9 Detectable Underground Warning tape shall be Orange imprinted in black lettering with �. 10 the message; "FIBER OPTIC CABLE BURIED BELOW" or equal. The warning tape 11 shall be polyethylene with a metallic backing. The polyethylene shall be a minimum 4- 12 mils thick and 3-inches wide. 13 "" 14 9-29.1(7) Steel Casings 15 Steel casing material shall conform to ASTM A 252 Grade 2 or 3 or casing as approved 16 by the Engineer. The Contractor shall furnish pipe of adequate thickness to withstand 17 the forces exerted by the boring operation as well as those forces exerted by the earth 18 during installation and shall be a minimum of %-inch thick.All joints shall be welded by a 19 welder qualified in accordance with AWS D1.1 structural welding code, section 3. 20 21 9-29.1(8) Drilling Fluid 22 Drilling fluid used for directional boring shall be an inert mixture of water and bentonite 23 clay, conforming to the drilling equipment manufacturers recommendations. 24 25 9-29.3 Conductors, Cable 26 This section's content is deleted. This section's title is revised to read: 27 28 9-29.3 Fiber Optic Cable, Electrical Conductors, and Cable 29 30 9-29.3(1)A Singlemode Fiber Optic Cable 31 This section is revised to read: 32 ••• 33 Singlemode fibers utilized in the cables specified herein shall be fabricated from 100 34 kpsi proof stress glass and primarily composed of silica which shall provide a matched 35 clad index of refraction (n) profile and the following physical and performance 36 characteristics: 37 38 1. Maximum Attenuation: 0.4/0.3 dB/km at 1310/1550 nanometers, respectively; 39 40 2. Typical Core Diameter: 8.3 microns; 41 42 3. Cladding Diameter: 125 micron; 43 44 4. Core-to-Cladding Offset (Defined as the distance between the core center and 45 the cladding center: < 0.8 microns; •• 46 47 5. Cladding Non-Circularity (Defined as {[1-(minimum cladding diameter - 48 maximum cladding diameter)] X 100.1: < 2.0%; Sit49 50 6. Coating Diameter of 250 microns ± 15 microns with a minimum coating 51 thickness at any point of not less than 50 microns; m 52 1 7. The coating shall be a dual-layered, UV-cured acrylate applied by the fiber 2 manufacturer; and, 3 4 8. The coating shall be mechanically or chemically strippable without damaging "' 5 the fiber. 6 7 9-29.3(2) Twisted-Pair (TWP) Copper Cable 8 This section's content is deleted. This section's title is revised to read: 9 10 9-29.3(2) Electrical Conductors and Cable 11 12 This section is supplemented with the following new sub-sections: 13 14 9-29.3(2)A Single Conductor 15 16 9-29.3(2)A1 Single Conductor Current Carrying 17 All current carrying single conductors shall be stranded copper conforming to ASTM B3 mil 18 and B8. Insulation shall be chemically XLP (cross-linked polyethylene) or EPR (Ethylene 19 Propylene Rubber) Type USE rated for 600 volt. 20 tow 21 9-29.3(2)A2 Grounding Electrode Conductor 22 Grounding electrode conductor shall be bare or insulated stranded copper. The 23 insulation shall be green or green with a yellow tracer. 24 25 9-29.3(2)A3 Equipment Grounding and Bonding Conductors 26 Equipment grounding and bonding jumper conductors shall be bare or green insulated, , , 27 stranded copper with cross-linked polyethylene insulation rated USE and 600 volts, 28 with the exception that the equipment grounding and bonding jumper conductors 29 installed between junction box, pull box, or cable vault frame and lids shall be tinned, 30 braided copper. 31 32 9-29.3(2)A4 Location Wire 33 Location wire shall be a single stranded copper size AWG 14 insulated conductor. The 34 insulation shall be type USE Orange in color. 35 36 9-29.3(2)B Multi-Conductor Cable 37 Two conductor through 10 conductor unshielded signal control cable shall conform to 38 International Municipal Signal Association (IMSA) signal cable Specification 20-1. 39 40 9-29.3(2)C Aluminum Cable Steel Reinforced 41 Triplex or Quadraplex type ACSR neutral self-supporting aerial conductors of the 42 appropriate size for aluminum conductors shall be used where required in the Contract. 43 The neutral conductor shall be the same size as the insulated conductor. All conductors 44 shall be stranded. 45 46 9-29.3(2)D Pole and Bracket 47 Pole and bracket cable shall be a two-conductor cable rated for 600 volts. The individual 48 conductors shall be one red and one black 19-strand No. 10 AWG copper, assembled 49 parallel. The conductor insulation shall be 45-mil polyvinyl chloride or a 600 volt rated 50 cross-linked polyethylene. The Jacketing shall be polyethylene or polyvinyl chloride not 51 less than 45-mils thick. If luminaires with remote ballasts are specified in the Contract, pro 1 this same cable shall be used between luminaire and ballast for both timber and 2 ornamental pole construction. If the luminaire requires fixture wire temperatures greater 3 than 75°C, the outer jacket shall be stripped for that portion of the cable inside the INN 4 luminaire. The single conductors shall then be sheathed with braided fiberglass sleeving 5 of the temperature rating recommended by the luminaire manufacturer. 6 7 9-29.3(2)E Two-Conductor Shielded 8 Two conductor shielded (2CS) cable shall have 14 AWG (minimum) conductors and 9 shall conform to IMSA Specification No. 50-2. 10 11 9-29.3(2)F Detector Loop Wire 12 Detector loop wire may be 12 or 14 AWG stranded copper wire, IMSA 51-3 13 14 9-29.3(2)G Four-Conductor Shielded Cable 15 Four conductor shielded cable (4CS) shall consist of a cable with four 18 AWG 16 conductors with polypropylene insulation, an aluminized polyester shield, water blocking ®' 17 material in the cable interstices, and a 26-mil minimum outer jacket of polyethylene. The 18 four-conductor assembly shall be twisted 6 turns per foot. Each conductor shall have a 19 different insulation color. Overall cable diameter shall be 0.25-inch maximum. •�• 20 Capacitance between adjacent pairs shall be 18 pf per foot and 15 pf per foot between 21 diagonal pairs. The capacitances shall not vary more than 10 percent after a 10-day 22 immersion test with ends exposed in a saturated brine solution. IOW 23 24 9-29.3(2)H Three-Conductor Shielded Cable 25 Three-conductor shielded cable (3CS) for the detector circuit for optical fire preemption 26 receivers shall consist of three 20 AWG conductors with aluminized mylar shield and 27 one No. 20 drain wire, all enclosed with an outer jacket. All wires shall be 7 X 28 28 stranded tinned copper material. Conductor insulation shall be rated 75°C, 600 volt. The 29 drain wire shall be uninsulated. Conductor color coding shall be yellow, blue, and 30 orange. DC resistance of any conductor or drain wire shall not exceed 11 ohms per 31 1,000-feet. Capacitance from one conductor to the other two conductors and shield shall 32 not exceed 48 pf per foot. The jacket shall be rated 80 degree C, 600 volt, with a 33 minimum average wall thickness of 0.045-inch. The finished outside diameter of the 34 cable shall be 0.3-inch maximum. 35 36 9-29.3(2)1 Twisted Pair Communications Cable 37 Twisted Pair Communications Cable shall meet RUS Specification 1755.390 and shall 38 be AWG22 conductor. The cable shall have a petroleum compound completely filling 39 the inside of the cable and rated for OSP (Outside Plant) applications. .. 40 41 9-29.6 Light and Signal Standards 42 This section is supplemented with the following: r" 43 44 Materials for steel light and signal standards, and associated anchorage and fastening 45 hardware, shall conform to Sections 9-29.6(1), 9-29.6(2) and 9-29.6(5) unless otherwise o+ 46 specified in one of the following documents: 47 48 1. The steel light and signal standard fabricator's pre-approved plan as approved ,r. 49 by the Washington State Department of Transportation and as identified in the 50 Special Provisions. 51 .r rr 1 2. The steel light and signal standard fabricator's shop drawing submittal, 2 including supporting design calculations, as submitted in accordance with 3 Sections 6-01.9 and 8-20.2(1) and the Special Provisions, and as approved by 4 the Engineer. "r` 5 6 SECTION 9-30, WATER DISTRIBUTION MATERIALS 7 December 1, 2008 8 9-30.3(1) Gate Valves (3-inches to 16-inches) 9 The second paragraph is revised to read: .. 10 11 The Contractor shall provide an affidavit of compliance stating that the valve furnished 12 fully complies with AWWA C509 or AWWA C515. 011 13 14 SECTION 9-34, PAVEMENT MARKING MATERIAL 15 April 6, 2009 16 9-34.2(4) Temporary Pavement Marking Paint 17 This section is revised to read: 18 19 Paint used for temporary pavement marking shall conform to the requirements of 20 Section 9-34.2. 21 22 9-34.5 Temporary Pavement Marking Tape 23 The third sentence is deleted. 24 25 9-34.6 Temporary Raised Pavement Markers 26 The eighth and ninth sentences in the first paragraph are deleted. 27 28 SECTION 9-35, TEMPORARY TRAFFIC CONTROL MATERIALS 29 December 1, 2008 30 9-35.2 Construction Signs 31 The fourth paragraph is revised to read: 32 33 The use of plywood, fiberglass reinforced plastic, fabric rollup signs, and any other 010 34 previously approved sign materials except aluminum or aluminum composite is 35 prohibited. 36 ,■, 37 9-35.14 Portable Temporary Traffic Control Signal 38 The third sentence in the eighth paragraph is revised to read: 39 40 A highly retroreflective yellow strip, 3-in wide, shall be placed around the perimeter of 41 the face of all vehicle signal backplates to project a rectangular image at night towards 42 oncoming traffic. " 43 rr� SP-I r City of Renton Contract Documents for Rainier Ave S (SR 167)Improvements Project Phase 1: Shattuck Ave S Stormwater Bypass Special Provisions 41,4/?, oc Oet roses L °NA'. Rainier Ave S(SR 167)Improvements Project Special Provisions Phase 1: Shattuck Ave S Stormwater Bypass lune 2009 L1 Table of Contents 2 3 INTRODUCTION 1 4 DESCRIPTION OF WORK 2 5 DIVISION 1 GENERAL REQUIREMENTS 3 6 1-01 DEFINITIONS AND TERMS 3 7 1-01.3 Definitions 3 8 1-02 BID PROCEDURES AND CONDITIONS 4 9 1-02.1 Prequalification of Bidders 4 L10 1-02.2 Plans and Specifications 5 11 1-02.4 Examination Of Plans,Specifications And Site Of Work 5 12 1-02.5 Proposal Forms 6 13 1-02.9 Delivery of Proposal 6 14 1-02.13 Irregular Proposals 7 Ili 15 1-02.14 Disqualification of Bidders 7 16 1-02.15 Pre Award Information 8 17 1-03 AWARD AND EXECUTION OF CONTRACT 9 18 1-03.1 Consideration of Bids 9 19 1-03.3 Execution of Contract 9 20 1-03.4 Contract Bond 9 21 1-04 SCOPE OF THE WORK 10 22 1-04.2 Coordination of Contract Documents,Plans, Special Provisions, Specifications,and 23; Addenda 10 24 1-05 CONTROL OF WORK 10 25 1-05.4 Conformity With And Deviations From Plans And Stakes 10 26 1-05.5 Contractor Provided As-Built Information 13 27 1-05.7 Removal of Defective and Unauthorized Work....... 14 Li 28 1-05.11 Final Inspection 14 29 1-05.13 Superintendents,Labor and Equipment of Contractor 16 30 1-05.14 Cooperation With Other Contractors 16 31 1-05.15 Method of Serving Notices 16 32 1-05.16 Water and Power 17 L33 1-05.17 Oral Agreements 17 34 1-06 CONTROL OF MATERIAL 17 35 1-07 LEGAL RELATIONS AND RESPONSIBILITIES TO THE PUBLIC 18 36 1-07.1 Laws to be Observed 18 37' 1-07.2 State Sales Tax 20 38 1-07.6 Permits And Licenses 21 39 1-07.7 Load Limits 21 Rainier Ave S(SR 167)Improvements Project Special Provisions(Conformed) Phase 1. Shattuck Ave S Stormwater Bypass July 2009 SP-II 40 1-07.9 Wages 21 41 1-07.11 Requirements For Nondiscrimination 22 42 1-07.12 Federal Agency Inspection 39 43 1-07.13 Contractor's Responsibility for Work 39 44 1-07.16 Protection And Restoration Of Property 40 45 1-07.17 Utilities and Similar Facilities 40 46 1-07.18 Public Liability and Property Damage Insurance 43 47 1-07.23 Public Convenience And Safety 50 48 1-07.24 Rights of Way 53 49 1-08 PROSECUTION AND PROGRESS. 53 50 1-08.0 Preliminary Matters 53 51 1-08.1 Subcontracting 55 52 1-08.4 Notice to Proceed and Prosecution of the Work 55 53 1-08.5 Time for Completion 56 54 1-08.7 Maintenance During Suspension 57 55 1-09 MEASUREMENT AND PAYMENT 57 56 1-09.6 Force Account 57 57 1-09.9 Payments 58 ai 58 1-10 ' TEMPORARY TRAFFIC CONTROL 59 59 1-11 RENTON SURVEYING STANDARDS (NEW SECTION) 59 60 1.11.1 Description 59 61 1.11.2 Materials 63 62 DIVISION 2 EARTHWORK 64 63 2-01 CLEARING;GRUBBING;AND ROADSIDE CLEANUP 64 64 2-01.1 Description 64 65 2-01.2 Disposal of Usable Material and Debris 64 • 66 2-01.5 Payment 64 67 2-02 REMOVAL OF STRUCTURE AND OBSTRUCTIONS 64 68 2-02.4 Measurement 66 69 2-02.5 Payment 66 70 2-03 ROADWAY EXCAVATION AND EMBANKMENT 67 III 71 2-03.3 Construction Requirements 67 72 2-03.4 Measurement 68 73 2-03.5 Payment 68 74 2-04 HAUL 68 75 2-04.5 Payment 68 76 2-05 ABANDONMENT OF MONITORING WELLS(NEW SECTION) ; 69 77 2-05.1 Description 69 1111 78 2-05.2 Vacant 69 Rainier Ave S(SR 167)Improvements Project Special Provisions(Conformed). Phase 1: Shattuck Ave S Stormwater Bypass July 2009 SP-III L79 2-05.3 Construction Requirements 69 80 2-05.4 Measurement 69 81 2-05.5 Payment 69 82 2-06 , SUBORADE PREPARATION 69 83 2-06.5 Measurement and Payment 69 84 2-09 STRUCTURE EXCAVATION 69 85 2-09.1 Description 69 86 2-09.4 Measurement 70 87 2-09.5 Payment 70 88 DIVISION 5 SURFACE TREATMENTS AND PAVEMENTS 72 89 5-04 ASPHALT CONCRETE PAVEMENT 72 90 DIVISION 7 DRAINAGE,STRUCTURES,STORM SEWERS,SANITARY SEWERS,WATER II 91 MAINS,AND CONDUITS 74 92 7-01 DRAINS 74 le 93 7-01.2 Materials 74 94 7-01.3 Construction Requirements 74 95 7-01.4 Measurement 74 96 7-04 STORMSEWERS 75 97 7-04.2 Materials 75 It 98 7-04.3 Construction Requirements 75 99 7-04.4 Measurement 75 100 7-04.5 Payment 76 101 - 7-05 MANHOLES,INLETS,AND CATCH BASINS 76 102 7-05.3 Construction Requirements 76 103 7-05.4 Measurement 79 104 7-05.5 Payment 80 105 7-06 DEWATERING(NEW SECTION) 81 106 7-06.1 Description of Work 82 107 7-06.2 Materials 85 108 7-06.3 Construction Requirements 85 109 7-06.4 Measurement 87 110 ' 7-06.5 Payment 88 111 7-08 GENERAL PIPE INSTALLATION REQUIREMENTS 88 112 7-08.2 Materials 88 ill 113 7-08.4 Measurement 89 114 7-08.5 Payment 89 115 7-14 HYDRANTS 90 116 7-14.5 Payment 90 Rainier Ave S(SR 167)hnprovententsProject Special Provisions(Conformed) Phase 1: Shattuck Ave S Stormwater Bypass July 2009 SP-iv 3 117 7-15 SERVICE CONNECTIONS 91 118 7-15.1 Description 91 119 7-15.2 Materials 91 120 7-15.3 Construction Requirements 91 II 121 7-15.5 Payment 92 122 7-17 SANITARY SEWERS 92 123 7-17.2 Materials 92 124 7-17.4 Measurement 94 125 7-17.5 Payment 95 126 DIVISION 8 MISCELLANEOUS CONSTRUCTION 96 127 8-02 ROADSIDE RESTORATION 96 111 128 8-02.1 Description 96 129 8-02.2 Materials 99 130 8-02.3 Construction Requirements 102 131 8-13 MONUMENT CASES 104 132 8-13.1 Description 104 Si 133 8-13.3 Construction Requirements 104 134 8-13.4 Measurement 104 135 8-13.5 Payment 104 136 8-14 CEMENT CONCRETE SIDEWALKS 104 II 137 8-16 CONCRETE SLOPE PROTECTION 105 I. 138 8-16.1 Description 105 139 8-16.4 Measurement 105 140 8-16.5 Payment 105 141 8-17 IMPACT ATTENUATOR SYSTEMS 105 142 8-17.5 Payment 105 143 8-20 ILLUMINATION,TRAFFIC SIGNAL SYSTEMS,AND ELECTRICAL 106 II 144 8-20.2 Materials 106 II 145 8-20.3 Construction Requirements 106 146 8-20.4 Measurement 111 147 8-20.5 Payment 111 148 8-21 PERMANENT SIGNING 112 149 8-21.1 Description 112 II 150 8-21.2 Materials 112 151 8-21.3 Construction Requirements 113 152 8-21.4 Measurement 124 153 8-21.5 Payment 124 154 8-26 BOLLARDS(NEW SECTION) 125 III 155 8-26.1 Description 125 Rainier Ave S(SR 167)Improvements Project Special Provisions(Conformed) Phase 1: Shattuck Ave S Stormwater Bypass July 2009 SP-v i 156 8-26.2 Materials 125 157 8-26.3 Construction Requirements 125 - 158 8-26.4 Measurement 125 159 8-26.5 Payment 125 160 8-27 FIELD OFFICE BUILDING(NEW SECTION) 125 L161 8-27.1 Description 126 162 8-27.2 Construction Requirements 126 163 8-27.3 Payment 126 164 8-28 RELOCATING HISTORICAL MARKER(NEW SECTION)..... 126 165 8-28.1 Description 127 166 8-28.2 Materials 127 167 8-28.3 Construction Requirements 127 168 8-28.4 Measurement 127 169 8-28.5 Payment 127 L170 DIVISION 9 MATERIALS 128 171 9-00 DEFINITIONS AND TESTS 128 172 9-02 BITUMINOUS MATERIALS 128 173 9-03 AGGREGATES 128 174 9-03.8 Aggregates for Hot Mix Asphalt 128 175 9-05 DRAINAGE STRUCTURES,CULVERTS,AND CONDUITS 129 176 9-05.4 Steel Culvert Pipe and Pipe Arch(RC) 129 177 9-05.9 Steel Spiral Rib Storm Sewer Pipe(RC) 130 178 : 9-05.14 ABS Composite Sewer Pipe 131 179 9-05.17 Aluminum Spiral Rib Storm Sewer Pipe 131 180 9-05.21 Cement Slurry-Abandoning Pipe 132 181 9-06 STRUCTURAL STEEL AND RELATED MATERIALS 132 - 182 9-08 PAINTS 133 • 183 9-08.8 Manhole Coating System Products 133 184 9-23 CONCRETE CURING MATERIALS AND ADMIXTURES 133 185 9-23.9 Fly Ash(RC) 133 186 9-29 ILLUMINATION, SIGNAL,ELECTRICAL 134 ▪ 187 9-29.1 Conduit,Innerduct,and Outerduct(RC) 134 • 188 9-29.2 Junction Boxes,Cable Vaults,and Pull Boxes(RC) 134 189 9-29.3 Conductors,Cable 134 190 9-29.9 Ballast,Transformers 135 191 9-29.10 Luminaires 135 • 192 9-29.26 Height Detection Warning Sensor 136 1 193 9-30 WATER DISTRIBUTION MATERIALS 136 194 9-30.5 Hydrants 137 Rainier Ave S(SR 167)Improvements Project Special Provisions(Conformed) Phase 1: Shattuck Ave S Stormwater Bypass July 2009 SP-1 1 SPECIAL PROVISIONS Z 3 INTRODUCTION 4 (July31, 2007APWA GSP) 5 6 The work on this project shall be accomplished in accordance with the Standard Specifications for Road, 7 Bridge and Municipal Construction, 2008 edition, as issued by the Washington State Department of 8 Transportation (WSDOT) and the American Public Works Association (APWA), Washington State 9 Chapter (hereafter "Standard Specifications"). The Standard Specifications, as modified or 10 supplemented by the Amendments to the Standard Specifications and these Special Provisions, all of 11 which are made a part of the Contract Documents,shall govern all of the Work. 12 13 These Special Provisions are made up of both General Special Provisions (GSPs) from various sources, 14 which may have project-specific fill-ins; and project-specific Special Provisions. Each Provision either 15 supplements, modifies, or replaces the comparable Standard Specification, or is a new Provision. The II 16 deletion,amendment, alteration,or addition to any subsection or portion of the Standard Specifications is 17 meant to pertain only to that particular portion of the section, and in no way should it be interpreted that 18 the balance of the section does not apply. 19 20 The project-specific Special Provisions are not labeled as such. The GSPs are labeled under the headers 21 of each GSP,with the date of the GSP and its source,as follows: 22 23 (May 18, 2007 APWA GSP) 24 (August 7,2006 WSDOT GSP) 25 (*******) 26 27 Also incorporated into the Contract Documents by reference are: 28 • Manual on Uniform Traffic Control Devices for Streets and Highways,currently adopted edition, 11 29 with Washington State modifications,if any ill 30 • Standard Plans for Road, Bridge and Municipal Construction,WSDOT/APWA,current edition 31 • American Water Works Association Standards,current edition 32 33 Contractor shall obtain copies of these publications,at Contractor's own expense. 34 35 The Standard Specifications, except as they may be modified or superseded by these Special Provisions, 36- shall govern all phases of work under this contract, and they are by reference made an integral part of 37 these specifications and contract as if herein fully set forth. Rainier Ave S(SR 167)Improvements Project Special Provisions(Conformed) Phase 1: Shattuck Ave S Stormwater Bypass July 2009 SP-2 L 1 DESCRIPTION OF WORK 2 (March 13, 1995, WSDOT GSP) 4 This contract provides for the construction of the Rainier Ave S(SR 167)Improvements Project Phase 1: L 3 5 Shattuck Ave S Stornnwater Bypass and other work, all in accordance with the attached Contract Plans, 6 these Contract Provisions,and the'Standard Specifications. tio Rainier Ave S(SR 167)Improvements Project Special Provisions(Conformed) Phase I: Shattuck Ave S Stornwater Bypass July 2009 SP-3 1 DIVISION 1 2 GENERAL REQUIREMENTS 3 1-01 DEFINITIONS AND TERMS 4 1-01.3 Definitions 5 (September 12, 2008 APWA GSP) 6 7 This Section is supplemented with the following: 8 9 All references in the Standard Specifications to the terms "State", "Department of Transportation", 10 "Washington State Transportation Commission", "Commission", "Secretary of Transportation", 11 "Secretary", "Headquarters",and"State Treasurer"shall be revised to read"Contracting Agency". 12 13 All references to "State Materials Laboratory" shall be revised to read "Contracting Agency 14 designated location". 15 16 The venue of all causes of action arising from the advertisement,award, execution, and performance 17 of the contract shall be in the Superior Court of the County where the Contracting Agency's 18 headquarters are located. 19 20 Additive 21 A supplemental unit of work or group of bid items, identified separately in the proposal,which may, 22 at the discretion of the Contracting Agency,be awarded in addition to the base bid. 23 24 Alternate 25 One of two or more units of work or groups of bid items, identified separately in the proposal, from 26 which the Contracting Agency may make 'a choice between different methods or material of 27 construction for performing the same work. 28 29 Contract Documents 30 See definition for"Contract". 31 32 Contract Time 33 The period of time established by the terms and conditions of the contract within which the work 34 must be physically completed. 35 36 Dates 37 38 Bid Opening Date 39 The date on which the Contracting Agency publicly opens and reads the bids. 40 41 Award Date 42 The date of the formal decision of the Contracting Agency to accept the lowest responsible and 43 responsive bidder for the work. 44 45 Contract Execution Date 46 The date the Contracting Agency officially binds the agency to the contract. 47 Rainier Ave S(SR 167)Improvements Project Special Provisions(Conformed) Phase 1: Shattuck Ave S Stormwater Bypass July 2009 k rSP-4 1 Notice to Proceed Date 2 The date stated in the Notice to Proceed on which the contract time begins. 3 4 Substantial Completion Date 5 The day the Engineer determines the Contracting Agency has full and unrestricted use and benefit 6 of the facilities,both from the operational and safety standpoint, and only minor incidental work, iiii 7 replacement of temporary substitute facilities, or correction or repair remains for the physical 8 completion of the total contract. 9 10 Physical Completion Date 11 The day all of the work is physically completed on the project.All documentation required by the 12 contract and required by law does not necessarily need to be furnished by the Contractor by this 13 date. 14` 15 Completion Date 16 The day all the work specified in the contract is completed and all the obligations of the 17 Contractor under the contract are fulfilled by the Contractor. All documentation required by the 18 contract and required by law must be furnished by the Contractor before establishment of this 19 date. 20 21 Final Acceptance Date ' 22 The date on which the Contracting Agency accepts the work as complete. 23 24 Notice of Award 25 The written notice from the Contracting Agency to the successful bidder signifying the Contracting tio26 Agency's acceptance of the bid. 27 28 Notice to Proceed 29 The written notice from the Contracting Agency or Engineer to the Contractor authorizing and 30 directing the Contractor to proceed with the work and establishing the date on which the contract time 31 begins. 32 L33 Traffic 34 Both vehicular and non-vehicular traffic, such as pedestrians, bicyclists, wheelchairs, and equestrian 35 traffic. 36 37 38 1-02 BID PROCEDURES AND CONDITIONS L39 1-02.1 Prequalification of Bidders 40 Delete Section 1-02.1 and replace with the following: L.,.. 41 42 1-02.1` Qualifications of Bidder 43 (March 25, 2009 APWA GSP) 44 45 Bidders must meet the minimum qualifications of RCW 39.04350(1),as amended: 46 47 Before award of a public works contract, a bidder must meet the following responsibility criteria 48 to be cozisidered a responsible bidder and qualified to be awarded a public works project. The 49 bidder must: I Rainier Ave S(SR 167)Improvements Project Special Provisions(Conformed) Phase 1: Shattuck Ave S Stormwater Bypass July 2009 SP-5 5 1 2 (a) At the time of bid submittal, have a certificate of registration in compliance with chapter 3 18.27 RCW; 4 (b) Have a current state unified business identifier number; 5 (c) If applicable, have industrial insurance coverage for the bidder's employees working in 6 Washington as required in Title 51 RCW; an employment security department number as 7 required in Title 50 RCW; and a state excise tax registration number as required in Title 82 8 RCW; and 9 (d) Not be disqualified from bidding on any public works contract under RCW 39.06.010 or 10 39.12.065(3)." 11 1-02.2 Plans and Specifications 12 (October 1, 2005 APWA GSP) 13 14 Delete Section 1-02.2 and replace with the following: 15 II 16 Information as to where Bid Documents can be obtained or reviewed will be found in the Call for 17 Bids(Advertisement for Bids)for the work. 18 19 After award of the contract, plans and specifications will be issued to the Contractor at no cost as 20 detailed below: 21 To Prime Contractor No.of Sets Basis of Distribution Reduced plans(11"x 17") 20 Furnished automatically upon and Contract Provisions award. Large plans(e.g.,22"x 34") 5 Furnished only upon request. and Contract Provisions 22 23 Additional plans and Contract Provisions may be purchased by the Contractor by payment of the cost 24 stated in the Call for Bids. 111 25 1-02.4 Examination Of Plans,Specifications And Site Of Work 26 (March 13, 1995 WSDOT GSP) • 27 28 Section 1-02.4 is supplemented with the following: 29 30 The soils information used for study and design of this project is available for review by the bidder at 31 the following address: 32 33 Renton City Hall-5t'Floor 34 Transportation Systems Division 35 1055 South Grady Way 36 Renton,WA 98057 37 38 Section 1-02.4 is also supplemented with the following: 39 40 Minor variations and miscellaneous items may not be shown in the Plans. In accordance with the 41 Standard Specifications, it shall be the Contractor's responsibility to examine the site, become 42 familiar with all attendant conditions and determine the difficulties and work involved,and to accept 43 the site in its existing condition at the time of the award of contract. Rainier Ave S(SR 167)Improvements Project Special Provisions(Conformed) Phase 1:Shattuck Ave S Stormwater Bypass July 2009 SP-6 le_ 1 1-02.5 Proposal Forms L2 (October 1, 2005 AFWA GSP) 3 4 Delete Section 1-02.5 and replace with the following: 5 6 At the request of a bidder, the Contracting Agency will provide a proposal form for any project on 7` which the bidder is eligible to bid. 8 9 The proposal form will identify the project and its location and describe the work. It will also list fio 10 estimated quantities,units of measurement,the items of work,and the materials to be furnished at the 11 unit bid prices. The bidder shall complete spaces on the proposal form that call for,but are not limited 12 to,unit prices; extensions;summations;the total bid amount; signatures; date;and, where applicable, it- 13 retail sales taxes and acknowledgment of addenda;the bidder's name,address,telephone number,and ii 14 signature; the bidder's D/M/WBE commitment, if applicable; a State of Washington Contractor's 15 Registration Number; and a Business.License Number, if applicable. Bids shall be completed by 16 typing or shall be printed in ink by hand, preferably in black ink. The required certifications are 17 included as part of the proposal form. 18 19L The Contracting:Agency reserves the right to arrange the proposal forms with alternates and 20 additives,if such be to the advantage of the Contracting Agency. The bidder shall bid on all alternates 21 and additives set forth in the proposal forms unless otherwise specified. 22 23 Any correction to a bid made by interlineation,alteration,or erasure,shall be initialed by the signer of 24 the bid.The bidder shall make no stipulation on the Bid Form,nor qualify the bid in any manner. 25 ,to 26 A bid by a corporation shall be executed in the corporate name, by the president or a vice president 27 (or other corporate officer accompanied by evidence of authority to sign). 28 29 A bid by a partnership shall be executed in the partnership name, and signed by a partner. A copy of I. 30 the partnership agreement shall be submitted with the Bid Form if any D/M/WBE requirements are to 31 be satisfied through such an agreement. 32 33 A bid by a joint venture shall be executed in the joint venture name and signed by a member of the 34 joint venture. A copy of the joint venture agreement shall be submitted with the Bid Form if any 35D/W/MBE requirements are to be satisfied through such an agreement. al 37 36 ; (October)1.02.9Delivery AFWAo f P ro GP ps) 38 39 Revise the first paragraph of Section 1-02.9 to read: l'it 40 41 Each proposal shall be submitted in a sealed envelope,with the Project Name and Project Number as 42 stated in the Advertisement for Bids clearly marked on the outside of the envelope, or as otherwise 43 stated in the Bid Documents,to ensure proper handling and delivery. IN L Rainier Ave S(SR 167)Improvements Project Special Provisions(Conformed) Phase L Shattuck Ave S Stormwater Bypass July 2009 SP-7 1 1-02.13 Irregular Proposals 2 (March 25, 2009 APWA GSP) 3 4 Revise item 1 of Section 1-02.13 to read: 5 6 1. A proposal will be considered irregular and will be rejected if: 7 8 a. The Bidder is not prequalified when so required; 9b. The authorized proposal form furnished by the Contracting Agency is not used or is altered; 10 c. The completed proposal form contains any unauthorized additions, deletions, alternate Bids, 11 or conditions; 12 d. The Bidder adds provisions reserving the right to reject or accept the award, or enter into the 13 Contract; 14 e. A price per unit cannot be determined from the Bid Proposal; 15 f. The Proposal form is not properly executed; 16 g. The Bidder fails to submit or properly complete a Subcontractor list,if applicable, as required II 17 in Section 1-02.6; 18 h. The Bidder fails to submit or properly complete a Disadvantaged, Minority or Women's 19 Business Enterprise Certification,if applicable,as required in Section 1-02.6; is 20 i. The Bid Proposal does not constitute a definite and unqualified offer to meet the material 11 21 terms of the Bid invitation;or 22 j. More than one proposal is submitted for the same project from a Bidder under the same or 23 different names. 24 1-02.14 Disqualification of Bidders 25 (March 25, 2009 APWA GSP, Option B) 26 27 Delete Section 1-02.14 and replace with the following: 28 29 A Bidder will be deemed not responsible if: 30 31 1. the Bidder does not meet the mandatory bidder responsibility criteria in RCW 39.04.350(1), as 32 amended; or 33 2. evidence of collusion exists with any other Bidder or potential Bidder. Participants in collusion 34 will be restricted from submitting further bids; or 35 3. the Bidder, in the opinion of the Contracting Agency, is not qualified for the work or to the full 36 extent of the bid, or to the extent that the bid exceeds the authorized prequalification amount as 37 may have been determined by a prequalification of the Bidder;or 38 4. an unsatisfactory performance record exists based on past or current Contracting Agency work or in 39 for work done for others, as judged from the standpoint of conduct of the work; workmanship; or 40 progress; affirmative action; equal employment opportunity practices; termination for cause; or lir 41 Disadvantaged Business Enterprise, Minority Business Enterprise, or Women's Business 42 Enterprise utilization;or 43 5. there is uncompleted work (Contracting Agency or otherwise), which in the opinion of the 44 Contracting Agency might hinder or prevent the prompt completion of the work bid upon; or 45 6. the Bidder failed to settle bills for labor or materials on past or current contracts, unless there are 46 extenuating circumstances acceptable to the Contracting Agency;or 47 7. the Bidder has failed to complete a written public contract or has been convicted of a crime 48 arising from a previous public contract, unless there are extenuating circumstances acceptable to 49 the Contracting Agency;or Rainier Ave S(SR 167)Improvements Project Special Provisions(Conformed) Phase 1: Shattuck Ave S Stormwater Bypass July 2009 SP-8 L1 8. the Bidder is unable, financially or otherwise, to perform the work, in the opinion of the 2 Contracting Agency;or 3 9. there are any other reasons deemed proper by the Contracting Agency. 4 5` As evidence that the Bidder meets the bidder responsibility criteria above, the apparent two lowest 6 Bidders must submit to the Contracting Agency within 24 hours of the bid submittal deadline, 7 documentation(sufficient in the sole judgment of the Contracting Agency)demonstrating compliance 8 with all applicable responsibility criteria, including all documentation specifically listed in the 9 supplemental criteria. The Contracting Agency reserves the right to request such documentation from 10 other Bidders as well,and to request further documentation as needed to assess bidder responsibility. • 11 12 The basis for evaluation of Bidder compliance with these supplemental criteria shall be any 13 documents or facts obtained by Contracting Agency(whether from the Bidder or third parties)which 14 any reasonable owner would rely on for determining such compliance, including but not limited to: 15 (i)financial, historical, or operational data from the Bidder; (ii)information obtained directly by the 16s Contracting Agency from owners for whom the Bidder has worked, or other public agencies or L 17 private enterprises; and(iii)any additional information obtained by the Contracting Agency which is 18 believed to be relevant to the matter. 19 L20 If the Contracting Agency determines the Bidder does not,meet the bidder responsibility criteria 21 above and is therefore not responsible Bidder, the Contracting Agency shall notify the Bidder in 22 writing,with the reasons for its determination. If the Bidder disagrees with this determination,it may 23 appeal the determination within 24 hours of receipt of the Contracting Agency's determination by 24 presenting its appeal to the Contracting Agency. The Contracting Agency will consider the appeal 25 before issuing its final determination. If the final determination affirms that the Bidder is not 26 responsible, the Contracting Agency will not execute a contract with any other Bidder until at least 27 two business days after the Bidder determined to be not responsible has received the final 28` determination. 29 1-02.15 Pre Award Information 30 (October 1, 2005 APWA GBP) • 31 • 32 Revise Section 1-02.15 to read: 33 34 Before awarding any contract, the Contracting Agency may require one or more of these items or 35 actions of the apparent lowest responsible bidder: 36 37 1. A complete statement of the origin, composition, and manufacture of any or all materials to be 38 used, 39 2. Samples of these materials for quality and fitness tests, 40 3. A progress schedule (in a form the Contracting Agency requires) showing the order of and time 41 required for the various phases of the work, 42 4. A breakdown of costs assigned to any bid item, 43 5. Attendance at a conference with the Engineer or representatives of the Engineer, 44 6. Obtain. and furnish a copy of a business license to do business in the city or county where the 45 w9ric i,located. 46 7. A copy of State of Washington Contractor's Registration,or 47 8. Any other information or action taken that is deemed necessary to ensure that the bidder is the 48 lowest responsible bidder. L Rainier Ave S'(SR 167)Improvements Project Special Provisions(Conformed) Phase 1: Shattuck Ave S Stormwater Bypass July 2009 SP-9 1 1-03 AWARD AND EXECUTION OF CONTRACT 2 1-03.1 Consideration of Bids • 3 (January 23, 2006 APWA GSP) 4 5 Revise the first paragraph of Section 1-03.1 to read: 6 7 After opening and reading proposals, the Contracting Agency will check them for correctness of 8 extensions of the prices per unit and the total price. If a discrepancy exists between the price per unit 9 and the extended amount of any bid item, the price per unit will control. If a minimum bid amount 10 has been established for any item and the bidder's unit or lump sum price is less than the minimum 11 specified amount, the Contracting Agency will unilaterally revise the unit or lump sum price,to the 12 minimum specified amount and recalculate the extension. The total of extensions, corrected where 13 necessary, including sales taxes where applicable and such additives and/or alternates as selected by 14 the Contracting Agency, will be used by the Contracting Agency for award purposes and to fix the 15 Awarded Contract Price amount and the amount of the contract bond. 16 1-03.3 Execution of Contract 17 (October 1, 2005 APWA GSP) 18 19 Revise Section 1-03.3 to read: 20 21 Copies of the Contract Provisions, including the unsigned Form of Contract, will be available for 22 signature by the successful bidder on the first business day following award. The number of copies to 23 be executed by the Contractor will be determined by the Contracting Agency. 24 25 Within fourteen(14) calendar days after the award date,the successful bidder shall return the signed 26 Contracting Agency-prepared contract, an insurance certification as required by Section 1-07.18, and 27 a satisfactory bond as required by law and Section 1-03.4. Before execution of the contract by the 28 Contracting Agency, the successful bidder shall provide any pre-award information the Contracting 29 Agency may require under Section 1-02.15. is 30 31 Until the Contracting Agency executes a contract,no proposal shall bind the Contracting,'Agency nor 32 shall any work begin within the project limits or within Contracting Agency-furnished sites. The 33 Contractor shall bear all risks for any work begun outside such areas and for any materials ordered 34 before the contract is executed by the Contracting Agency. 35 36 If the bidder experiences circumstances beyond their control that prevents return of the contract 37 documents within the calendar days after the award date stated above, the Contracting Agency may 38 grant up to a maximum of fourteen (14) additional calendar days for return of the documents, 39 provided the Contracting Agency deems the circumstances warrant it. 40 1-03.4 Contract Bond 41 (October 1, 2005 APWA GSP) 42 43 Revise the first paragraph of Section 1-03.4 to read: 44 45 The successful bidder shall provide an executed contract bond for the full contract amount. This 46 contract bond shall: Rainier Ave S(SR 167)Improvements Project Special Provisions(Conformed) Phase 1: Shattuck Ave S Stormwater Bypass July 2009 • SP-14 L 1 2 1. Be on a Contracting Agency-furnished form; 3 2. Be signed by an approved surety(or sureties)that: 4 a. Is registered with the Washington State Insurance Commissioner,and 5 b. Appears on the current Authorized Insurance List in the State of Washington published by the 6 Office of the Insurance Commissioner, 7 3. Be conditioned upon the faithful performance of the contract by the Contractor within the 8 prescribed time; 9 4. Guarantee that the surety shall indemnify, defend, and protect the Contracting Agency against 10 any claim of direct or indirect loss resulting from the failure: 11 a. Of the Contractor(or any of the employees, subcontractors, or lower tier subcontractors of Ls 12 the Contractor)to faithfully perform the contract,or ti7 13 b. Of the Contractor(or the subcontractors or lower tier subcontractors of the Contractor)to pay 14 all laborers, mechanics, subcontractors, lower tier subcontractors, material person, or any 15 other person who provides supplies or provisions for carrying out the work; 16 5. Be accompanied by a power of attorney for the Surety's officer empowered to sign the bond:and it17 6. Be signed by an officer of the Contractor empowered to sign official statements (sole proprietor 18 or partner). If the Contractor is a corporation, the bond must be signed by the president or vice- _ 19 president,unless accompanied by written proof of the authority of the individual signing the bond 20 to bind the corporation(i.e., corporate resolution, power of attorney or a letter to such effect by 21 the president or vice-president). L22 1-04 SCOPE OF THE WORK 23 1-04.2 Coordination of Contract Documents, Plans, Special Provisions, Specifications,and 24 Addenda 25 (October 1, 2005 APWA GSP) 26 lit27 Revise the second paragraph of Section 1-04.2 to read: 28 29 Any inconsistency in the parts of the contract shall be resolved by following this order of precedence 30 (e.g., 1 presiding over 2,2 over 3,3 over 4,and so forth): 31 32 1. Addenda, 33 2. Proposal Form, 34 3. Special Provisions,including APWA General Special Provisions,if they are included, 35 4. Contract Plans, • 36 5. Amendments to the Standard Specifications, lit37 6. WSDOT Standard Specifications for Road.Bridge and Municipal Construction, 38 7. Contracting Agency's Standard Plans(if any),and • 39 8. WSDOT`Standard Plans for Road,Bridge,and Municipal Construction. 40 1-05 CONTROL OF WORK L411-05.4 Conformity With And Deviations From Plans And Stakes 42 (April 7, 2008 WSDOT GSP) 43 44 Supplement Section 1-05.4 with the following: 45 • 46 Contractor Surveying—Roadway and Utilities Rainier Ave S(SR 167)Improvements Project Special Provisions(Conformed) Phase I: Shattuck Ave S Stormwater Bypass July 2009, SP-11 1 2 Copies of the Contracting Agency provided primary survey control data are available for the bidder's 3 inspection at the office of the Project Engineer. 4 5 The Contractor shall be responsible for setting,maintaining, and resetting all alignment stakes, slope 6 stakes, and grades necessary for the construction of the roadbed, drainage, surfacing, paving, 7 channelization and pavement marking, illumination and signals, guardrails and barriers,and signing. 8 Except for the survey control data to be furnished by the Contracting Agency,calculations, surveying, 9 and measuring required for setting and maintaining the necessary lines and grades shall be the 10 Contractor's responsibility. 11 12 Detailed survey records shall be maintained, including a description of the work performed on each 13 shift, the methods utilized, and the control points used. The record shall be adequate to allow the 14 survey to be reproduced.A copy of each day's record shall be provided to the Engineer within three 15 working days after the end of the shift. 16 17 The meaning of words and terms used in this provision shall be as listed in"Definitions of Surveying 18 and Associated Terms" current edition, published by the American Congress on Surveying and 19 Mapping and the American Society of Civil Engineers. 20 21 The survey work shall include but not be limited to the following: 22 23 1. Verify the primary horizontal and vertical control furnished by the Contracting Agency, and 24 expand into secondary control by adding stakes and hubs as well as additional survey control 111 25 needed for the project. Provide descriptions of secondary control to the Contracting Agency. The 26 description shall include coordinates and elevations of all secondary control points. 27 28 2. Establish,the centerlines of all alignments,by placing hubs, stakes, or marks on centerline or on 29 offsets to centerline at all curve points(PCs,PTs, and PIs)and at points on the alignments spaced 30 no further than 50 feet. 31 32 3. Establish clearing limits, placing stakes at all angle points and at intermediate points not more 33 than 50 feet apart.The clearing and grubbing limits shall be 5 feet beyond the toe of a fill and 10 34 feet beyond the top of a cut unless otherwise shown in the Plans. 35 36 4. Establish grading limits,placing slope stakes at centerline increments not more than 50 feet apart. 37 Establish offset reference to all slope stakes. If Global Positioning Satellite (GPS) Machine 38 Controls are used to provide grade control, then slope stakes may be omitted at the discretion of 39 the Contractor fit 40 ii 41 5. Establish the horizontal and vertical location of all drainage features, placing offset stakes to all 42 drainage structures and to pipes at a horizontal interval not greater than 25 feet. 43 44 6. Establish roadbed and surfacing elevations by placing stakes at the top of subgrade and at the top 45 of each course of surfacing. Subgrade and surfacing stakes shall be set at horizontal intervals not 46 greater than 50 feet in tangent sections, 25 feet in curve sections with a radius less than 300 feet, 47 and at 10 foot intervals in intersection radii w 1 ith a radius less than 10 feet. Transversely,stakes 48 shall be placed at all locations where the roadway slope changes and at additional points such that 49 the transverse spacing of stakes is not more than 12 feet.If GPS Machine Controls are used to 50 provide grade control,then roadbed and surfacing stakes may be omitted at the discretion of the 51 Contractor. I Rainier Ave S(SR 167)Improvements Project Special Provisions(Conformed) Phase I: Shattuck Ave S Stormwater Bypass July 2009 SP-12 Ll II 2 7. Establish intermediate elevation benchmarks as needed to check work throughout the project. 3' 4 8. Provide references for paving pins at 25-foot intervals or provide simultaneous surveying to 5 establish location and elevation of paving pins as they are being placed. 6 • 7 9. For all other types of construction included in this provision, (including but not limited to 161. 8 channelization and pavement marking, illumination and signals, guardrails and barriers, and 9 signing) provide staking and layout as necessary to adequately locate, construct, and check the • 10 specific construction activity. 11 12 10. The Contractor shall collect additional topographic survey data as needed in order to match into L 13 existing roadways such that'the transition from the new pavement to the existing pavement is 14 smooth and that the pavement and ditches drain properly. If changes to the profiles or roadway 15 sections shown in the contract plans are needed to achieve proper smoothness and drainage where 16 matching into existing features,the Contractor shall submit these changes to the Project Engineer 17 for review and approval 10 days prior to the beginning of work. 18 19 The Contractor shall provide the Contracting Agency copies of any calculations and staking data 20 when requested by the Engineer. 21 22 To facilitate the establishment of these lines and elevations,the Contracting Agency will provide the 23 Contractor with primary survey control information consisting of descriptions of two primary control 24 points used for the horizontal and vertical control, and descriptions of two additional primary control 25 points for every additional three miles of project length. Primary control points will be described by 26 reference to the project alignment and the coordinate system and elevation datum utilized by the 27 project.In addition,the Contracting Agency will supply horizontal coordinates for the beginning and 28 ending points and for each Point of Intersection(PI)on each alignment included in the project. 29 li 30 ` The Contractor shall ensure a surveying accuracy within the following tolerances: 31 Item Vertical Horizontal Slope stakes 0.10 feet 0.10 feet Subgrade grade stakes set 0.01 feet 0.5 feet(parallel to alignment) 0.04 feet below grade 0.1 feet(normal to alignment) Stationing on roadway N/A 0.1 feet Alignment on roadway N/A 0.04 feet ti: Surfacing grade stakes 0.01 feet 0.5 feet(parallel to alignment) 0.1 feet(normal to alignment) Roadway paving pins for 0.01 feet 0.2 feet(parallel to alignment) surfacing or paving 0.1 feet(normal to alignment) Sanitary sewer pipe invert elev. 0.01 feet Storm drainage pipe invert elev. 0.01 feet 32 33 The Contracting Agency may spot-check the Contractor's surveying. These spot checks will not 34 change the requirements for normal checking by the Contractor. • 35 L LRainier Avis S(SR 167)Improvements Project Special Provisions(Conformed) Phase 1: Shattuck Ave S`Stormwater Bypass July 2009 SP-13 3 1 When staking roadway alignment and stationing, the Contractor shall perform independent checks 2 from different secondary control to ensure that the points staked are within the specified survey 3 accuracy tolerances. 4 5 The Contractor shall calculate coordinates for the alignment. The Contracting Agency will verify 6 these coordinates prior to issuing approval to the Contractor for commencing with the work. The 7 Contracting Agency will require up to seven calendar days from the date the data is received. it 8 ii 9 Contract work to be performed using contractor-provided stakes shall not begin until the stakes.are 10 approved by the Contracting Agency. Such approval shall not relieve the Contractor of responsibility 11 for the accuracy of the stakes. 12 13 Stakes shall be marked in accordance with Standard Plan A10.10-00.When stakes are needed that are 14 not described in the Plans,then those stakes shall be marked, at no additional cost to the Contracting 15 Agency as ordered by the Engineer. 16 ii II 17 18 1-05.5 Contractor Provided As-Built Information I 19 (*******) 20 21 Section 1-05.5 is supplemented with the following: 22 23 It shall be the Contractor's responsibility to record the location prior to the backfilling of the trenches, 24 by centerline station, offset, and depth below pavement, of all existing utilities uncovered or crossed 25 during his work as covered under this project. 26 27 It shall be the Contractor's responsibility to have his surveyor locate by centerline station,offset, and 28 elevation each major item of work done under this contract per the survey standard of Section 1-11. 29 Major items of work shall include but not be limited to: manholes, catch basins and inlets, valves, 30 vertical and horizontal bends,junction boxes, cleanouts, side sewers, street lights and standards, 31 hydrants, major changes in design grade, vaults, culverts, signal poles, structures and electrical 32 cabinets. 33 34 After the completion of the work covered by this contract,the Contractor's surveyor shall provide to 35 the City the hard covered field book(s)containing the as-built notes and one set of white prints of the 36 project drawings upon which he has plotted the notes of the Contractor locating existing utilities, and 37 one set of white prints of the project drawings upon which he has plotted the as-built location of the 38 new work as recorded in the field book(s). This drawing shall bear the surveyor's seal and signature 39 certifying its accuracy. 40 41 All cost for as-built work`shall be included in the contract item "Contractor Supplied Surveying", 42 lump sum. 43 44 Payment 45 46 Payment will be made in accordance with Section 1-04.1 for the following bid item when included in II 47 the proposal:: li 48 Rainier Ave S(SR 167)Improvements Project Special Provisions(Conformed) Phase 1: Shattuck Ave S Stormwater Bypass July 2009 SP-14 L L 1 "Contractor Supplied Surveying",lump sum. 2 3 The lump sum contract price for "Contractor Supplied Surveying" shall be full pay for all labor, 4 equipment, materials, and supervision utilized to perform the work specified, including any 5 resurveying, checking, correction of errors, replacement of missing or damaged stakes, and 6 coordination efforts. 7 1.05.7 Removal of Defective and Unauthorized Work 8 (October 1, 2005 APWA GSP) 9 10 Supplement Section 1-05.7 with the following: 11.7 t 12 If the Contractor fails to remedy defective or unauthorized work within the time specified in a written 13 notice from the Engineer, or fails to perform any part of the work required by the Contract 14 Documents, the Engineer may correct and remedy such work as may be identified in the written 15 notice,with Contracting Agency forces or by such other means as the Contracting Agency may deem 16 necessary. 17 18 If the Contractor fails to comply with a written order to remedy what the Engineer determines to be 19 an emergency situation, the Engineer may have the defective and unauthorized work corrected 20 immediately, have the rejected work removed and replaced, or have work the Contractor refuses to 21 perform completed by using Contracting Agency or other forces. An emergency situation is any ' 22 situation when, in the opinion of the Engineer, a delay in its remedy could be potentially unsafe, or 23 might cause serious risk of loss or damage to the public. 24 25 Direct or indirect costs incurred by the Contracting Agency attributable to correcting and remedying 26 defective or unauthorized work,or work the Contractor failed or refused to perform, shall be paid by 27 the Contractor. Payment will be deducted by the Engineer from monies due, or to become due,the 28 Contractor. Such direct and indirect costs shall include in particular, but without limitation, 1 29 . compensation for additional professional services required, and costs for repair and replacement of 30 work of others destroyed or damaged by correction, removal, or replacement of the Contractor's 31 unauthorized work. 32 33 No adjustment in contract time or compensation will be allowed because of the delay in the 34 performance of the work attributable to the exercise of the Contracting Agency's rights provided by 35 this Section. 36 37 " The rights exercised under the provisions of this section shall not diminish the Contracting Agency's 38 right to pursue any other avenue for additional remedy or damages with respect to the Contractor's 39 failure to perform the work as required. 40 1-05.11 Final Inspection 41 Delete Section 1-05.11 and replace with the following: 42 43 ' 1-05.11 Final Inspections and Operational Testing 44 (October 1, 2005 APWA GSP) , I. 45 46 1-05.11(1) Substantial Completion Date 47 i L Rainier Ave S(SR 167)Improvements Project Special Provisions(Conformed) Phase 1: Shattuck Ave S Stormwater Bypass July 2009 SP-15 1 When the Contractor considers the work to be substantially complete, the Contractor shall so notify 2 the Engineer and request the Engineer establish the Substantial Completion Date. The Contractor's 3 request shall list the specific items of work that remain to be completed in order to reach physical 4 completion. The Engineer will schedule an inspection of the work with the Contractor to determine 5 the status of completion. The Engineer may also establish the Substantial Completion Date 6 unilaterally. 7 8 If, after this inspection, the Engineer concurs with the Contractor that the work is substantially 9 complete and ready for its intended use,the Engineer,by written notice to the Contractor,will set the 10 Substantial Completion Date. If, after this inspection the Engineer does not consider the work 11 substantially complete and ready for its intended use,the Engineer will,by written notice, so notify 12 the Contractor giving the reasons therefor. 13 14 Upon receipt of written notice concurring in or denying substantial completion, whichever is 15 applicable,the Contractor shall pursue vigorously, diligently and without unauthorized interruption, 16 the work necessary to reach Substantial and Physical Completion. The Contractor shall,provide the 17 Engineer with a revised schedule indicating when the Contractor expects to reach substantial and 18 physical completion of the work. 19 20 The above process shall be repeated until the Engineer establishes the Substantial Completion Date 21 and the Contractor considers the work physically complete and ready for final inspection. 22 23 1-05.11(2) Final Inspection and Physical Completion Date 24 25 When the Contractor considers the work physically complete and ready for final inspection, the 26 Contractor by written notice, shall request the Engineer to schedule a final inspection. The Engineer 27 will set a date for final inspection. The Engineer and the Contractor will then make a fmal inspection 28 and the Engineer will notify the Contractor in writing of all particulars in which the final inspection 29 reveals the work incomplete or unacceptable.The Contractor shall immediately take such corrective 30 measures as are necessary to remedy the listed deficiencies. Corrective work shall be pursued 11 31 vigorously, diligently, and without interruption until physical completion of the listed deficiencies. 32 This process will continue until the Engineer is satisfied the listed deficiencies have been corrected. 33 34 If action to correct the listed deficiencies is not initiated within 7 days after receipt of the written 35 notice listing the deficiencies,the Engineer may, upon written notice to the Contractor,take whatever 36 steps are necessary to correct those deficiencies pursuant to Section 1-05.7. 37 38 The Contractor will not be allowed an extension`of contract time because of a delay in the 39 performance of the work attributable to the exercise of the Engineer's right hereunder. 40 41 Upon correction of all deficiencies, the Engineer will notify the Contractor and the Contracting 42 Agency, in writing, of the date upon which the work was considered physically complete. That date 43 shall constitute the Physical Completion Date of the contract, but shall not imply acceptance of the 44 work or that all the obligations of the Contractor under the contract have been fulfilled. 45 46 1-05.11(3) Operational Testing 47 48 It is the intent of the Contracting Agency to have at the Physical Completion Date a complete and 49 operable system. Therefore when the work involves the installation of machinery or other mechanical 50 equipment; street lighting, electrical distribution or signal systems; irrigation systems; buildings; or 51 other similar work it may be desirable for the Engineer to have the Contractor operate and test the Rainier Ave S(SR 167)Improvements Project Special Provisions(Conformed) Phase 1: Shattuck Ave S Stonnwater Bypass July 2009 r SP-16 L1 work for a period of time after final inspection but prior to the physical completion date. Whenever 2 items of work are listed in the Contract Provisions for operational testing they shall be fully tested 3` under operating conditions for the time period specified to ensure their acceptability prior to the 4 Physical Completion Date. During and following the test period, the Contractor shall correct any L 5 items of workmanship, materials, or equipment which prove faulty, or that are not in first class 6 operating condition. Equipment, electrical controls, meters, or other devices and equipment to be L 7 tested during this period shall be tested under the observation of the Engineer, so that the Engineer 8 may determine their suitability for the purpose for which they were installed. The Physical 9 Completion Date cannot be established until testing and corrections have been completed to the 10 satisfaction of the Engineer. 11 12 The costs for power, gas, labor, material, supplies,:and everything else needed to successfully 13' complete operational testing, shall be included in the unit contract`prices related to the system being 14 tested,unless specifically set forth otherwise in the proposal. I 15 16 Operational and test periods, when required by the Engineer, shall not affect a manufacturer's L17 guaranties or warranties furnished under the terms of the contract. 18 1-05.13 Superintendents,Labor and Equipment of Contractor L19 (March 25, 2009 APWA GSP) 20 21 Revise the seventh paragraph of Section 1-05.13 to read: ,' 22 23 Whenever the Contracting Agency evaluates the Contractor's qualifications pursuant to Section 1- 24 02.14,it will take these performance reports into account. 25 1-05.14 Cooperation With Other Contractors 26 (March 13, 1995 WSDOT GSP) 27 28 Supplement Section 1-05.14 with the following: 29, 30 Other Contracts Or Other Work 31 32 Itis anticipated that the following work adjacent to or within the limits of this project will be 33 performed by others during the course of this project and will require coordination of the work: hi 34 35 1. Underground power,utility pole and gas line relocation by Puget Sound Energy 36 2. Fiber Optic relocation by Verizon Business 37 ` 3. Fiber Optic relocation by Allstream(administered by PlanTec Cable Management) 38 4, Water service connections and water main work by City of Renton, Maintenance Division,Water 39 Department 40 1-05.15 Method of Serving Notices 41 (March 25, 2009 APWA GSP) 42 43 Revise the second paragraph of Section 1-05.15 to read: 44 45 All correspondence from the Contractor shall be directed to the Project Engineer. All correspondence 46 from the Contractor constituting any notification, notice of protest, notice of dispute, or other L Rainier Ave S(SR 167)Improvements Project Special Provisions(Conformed) Phase 1. Shattuck Ave S Stormwater Bypass July 2009 SP-17 1 correspondence constituting notification required to be furnished under the Contract,must be in paper 2 format, hand delivered or sent via mail delivery service to the Project Engineer's office. Electronic 3 copies such as e-mails or electronically delivered copies of correspondence will not constitute such 4 notice and will not comply with the requirements of the Contract. I 5 1-05.16 Water and Power 6 (October 1, 2005 APWA GSP) 7_ 8 Add Section 1-05.16: 9 10 The Contractor shall make necessary arrangements, and shall bear the costs for power and water 11 necessary for the performance of the work, unless the contract includes power and water as a pay 12 item. 13 1-05.17 Oral Agreements 14 (October 1, 2005 AWPA GSP) 15 16 Add Section 1-05.17: 17 18 No oral agreement or conversation with any officer, agent, or employee of the Contracting Agency, 19 either before or after execution of the contract,shall affect or modify any of the terms or.obligations 20 contained in any of the documents comprising the contract. Such oral agreement or conversation 21 shall be considered as unofficial information and in no way binding upon the Contracting Agency, 22 unless subsequently put in writing and signed by the Contracting Agency. 23 1-06 CONTROL OF MATERIALI 24 Supplement Section 1-06 with the following: 25 26 Buy America 27 (August 6, 2007 WSDOT GSP) 28 29 The major quantities of steel and iron construction material that is permanently incorporated into the 30 project shall consist of American-made materials only. Buy America does not apply to temporary 31 steel items,e.g.,temporary sheet piling,temporary bridges,steel scaffolding and falsework. it 32 33 The Contractor may utilize minor amounts of foreign steel and iron in this project provided the cost of II 34 the foreign material used does not exceed one-tenth of one percent of the total contract cost or 35 $2,500.00,whichever is greater. 36 37 American-made material is defined as material having all manufacturing processes occurring 38 domestically.To further define the coverage, a domestic product is a manufactured steel material that 39 was produced in one of the 50 States,the District of Columbia,Puerto Rico, or in the territories and 40 possessions of the United States. 41 42 If domestically produced steel billets or iron ingots are exported outside of the area of coverage, as 43 defined above,for any manufacturing process then the resulting product does not conform to the Buy 44 America requirements.Additionally, products manufactured domestically from foreign source steel 45 billets or iron ingots do not conform to the Buy America requirements because the initial melting and 46 mixing of alloys to create the material occurred in a foreign country. I Rainier Ave S(SR 167)Improvements Project Special Provisions(Conformed) Phase 1: Shattuck Ave S Stormwater Bypass July 2009 ' L SP-18 1 2 Manufacturing begins with the initial melting and mixing, and continues through the coating stage. 3 Any process which modifies the chemical content, the physical size or shape, or the final finish is 4 considered a manufacturing process. The processes include rolling, extruding, machining, bending, 5 grinding, drilling,welding,and coating. The action of applying a coating to steel or iron is deemed a 6 manufacturing process. Coating includes epoxy coating, galvanizing, aluminizing, painting, and any ii7 other coating that protects or enhances the value of steel or iron. Any process from the original 8 reduction from ore to the finished product constitutes a manufacturing process for iron. 9 10 Due to a nationwide waiver,Buy America does not apply to raw materials(iron ore and alloys),scrap 11 (recycled steel or iron),and pig iron or processed,pelletized,and reduced iron ore. 12 • 13 The following are considered to be steel manufacturing processes: 14 15 1. Production of steel by any of the following processes: 16 17 a.Open hearth furnace. 18 b. Basic oxygen. 19 c.Electric furnace. 20 d.Direct reduction. 21 22 2. Rolling,heat treating,and any other similar processing. 23 24 3. Fabrication of the products. 25 26 a. Spinning wire into cable or strand. 27'' b.Corrugating and rolling into culverts. 28 c. Shop fabrication. 29 / 30 A certification of materials origin will be required for any items comprised of, or containing, steel or 31 . iron construction materials prior to such items being incorporated into the permanent work. The 32 certification shall be on DOT Form 350-109EF provided by the Engineer, or such other form the L33 Contractor chooses,provided it contains the same information as DOT Form 350-109EF. 34 1-07 LEGAL RELATIONS AND RESPONSIBILITIES TO THE PUBLIC L35 1-07.1 Laws to be Observed . ... 36 (October 1, 2005 APWA GSP) 37 38 Supplement Section 1-07.1 with the following: 39 L 40 In cases of conflict between different safety regulations,the more stringent regulation shall apply. 41 42 The Washington State Department of Labor and Industries shall be the sole and paramount 43 administrative agency responsible for the administration of the provisions of the Washington 44 Industrial Safety and Health Act of 1973(WISHA). 45 ii46 The Contractor shall maintain at the project site office, or other well known place at the project site, 47 all articles necessary for providing first aid to the injured. The Contractor shall establish,publish,and 48 make known to all employees, procedures for ensuring immediate removal to a hospital,or doctor's L Rainier Ave S(SR 367)Improvements Project Special Provisions(Conformed) LPhase I: Shattuck Ave S Stormwater Bypass July 2009 SP-19 i 1 care, persons, including employees, who may have been injured on the project site. Employees 2 should not be permitted to work on the project site before the Contractor has established and made 3 known procedures for removal of injured persons to a hospital or a doctor's care. 4 5 The Contractor shall have sole responsibility for the safety, efficiency, and adequacy of the 6 Contractor's plant,appliances,and methods,and for any damage or injury resulting from their failure, 7 or improper maintenance, use, or operation. The Contractor shall be solely and completely 8 responsible for the conditions of the project site, including safety for all persons and property in the IR 9 performance of the work. This requirement shall apply continuously, and not be limited to normal 10 working hours. The required or implied duty of the Engineer to conduct construction review of the 11 Contractor's performance does not, and shall not,be intended to include review and adequacy of the 12 Contractor's safety measures in,on,or near the project site. 13 14 1-07.1(1) American Recovery and Reinvestment Act of 2009(ARRA)Employment Report 15 (March 25, 2009 WSDOT GSP) 16 17 Add Section 1-07.1(1): 18 19 The Contractor shall submit monthly reports of the number of employees actively working on this 20 project for the Contractor and all Subcontractors of every tier.The reports shall include all employees 21 actively working on this project at the jobsite, in the project office,in the home office,or teleworking 22 from a home or other alternative office location; and all engineering personnel, inspectors, sampling 23 and testing technicians, and lab technicians actively performing work directly in support of this 24 project(excluding suppliers)during the reporting month. 25 26 The report shall be prepared using Form FHWA-1589 and submitted monthly to the Project Engineer. it 27 The initial report shall be submitted to the Project Engineer within 30-days of execution.Subsequent II 28 reports shall be submitted to the Project Engineer no later than 10-days after the end of each report 29 month. 30 31 Failure by the Contractor to submit ARRA Employment Reports for the Contractor and all 32 Subcontractors of every tier shall be reason for withholding all progress payments until reports are 33 received. The cost of preparing and submitting ARRA Employment Reports is incidental to the 34 Contract.The Contractor shall include all related costs in the unit Bid prices of the Contract. 35 36 1-07.1(2) Confined Space 37 (April 3,2006 WSDOT GSP) 38 39 Add Section 1-07.1(2): 40 41 Confined spaces are known to exist at the following locations: 42 43 Utility manholes in Shattuck Ave. S 44 45 The Contractor shall be fully responsible for the safety and health of all on-site workers and 46 compliant with Washington Administrative Code(WAC 296.809). 47 48 The Contractor shall prepare and implement a confined space program for each of the confined spaces 49 identified above. The Contractors Confined Space program shall be sent to the contracting agency at 50 least 30 days prior to the contractor beginning work in or adjacent to the confined space. No work 51 shall be performed in or adjacent to the confined space until the plan is submitted to the Engineer as Rainier Ave S(SR 167)Improvements Project Special Provisions(Conformed) Phase 1: Shattuck Ave S Stonnwater Bypass July 2009 t . SP-20 titie L1 required. The Contractor shall communicate with the Project Engineer to ensure a coordinated effort 2 for providing and maintaining a safe worksite for both the Contracting Agency's and Contractor's 3 workers when working in or near a confined space. 4 5 All costs to prepare and implement the confined space program shall be included in the bid prices for 6 the various items associated with the confined space work. 7 1-07.2 State Sales Tax 8 Delete Section 1-07.2,including its sub-sections, in its entirety and replace with the following: 9 10 1-07.2 State Sales Tax 11 (October 1, 2005 APWA GSP) 12 ii 13 1-07.2(1) General 14 15 The Washington State Department of Revenue has issued special rules on the State sales tax. 16 Sections 1-07.2(1)through 1-07.2(4) are meant to clarify those rules. The Contractor should contact 17 the Washington State Department of Revenue for answers to questions in this area. The Contracting 18 Agency will not adjust its payment if the Contractor bases a bid on a misunderstood tax liability. 19 20 The Contractor shall include all Contractor-paid taxes in the unit bid prices or other contract amounts. 21 In some cases, however, state retail sales tax will not be included. Section 1-07.2(3) describes this 22 exception. 23 24 The Contracting Agency will pay the retained percentage only if the Contractor has obtained from the 25' Washington State Department of Revenue a certificate showing that all contract-related taxes have 26 been paid (RCW 60.28.050). The Contracting Agency may deduct from its payments to the 27 Contractor any amount the Contractor may owe the Washington State Department of Revenue, • 28 whether the amount owed relates to this contract or not. Any amount so deducted will be paid into 29 the proper State fund. 30 31 1-07.2(2) State Sales Tax--Rule 171 32 33 WAC 458-20-171, andits related rules,apply to building, repairing,or improving streets,roads, etc., 34 which are owned by a municipal corporation, or political subdivision of the state, or by the United 35 States, and which are used primarily for foot or vehicular traffic. This includes storm or combined 36 sewer systems within and included as a part of the street or road drainage system and power lines 37 when such are part of the roadway lighting system. For work performed in such cases,the Contractor 38 shall include Washington State Retail Sales Taxes in the various unit bid item prices,or other contract 39 amounts, including those that the Contractor pays on the purchase of the materials, equipment, or 40 supplies used or consumed in doing the work. 41 42 1-07.2(3) State Sales Tax--Rule 170 43 44 ° WAC 458-20-170, and its related rules, apply to the constructing and repairing of new or existing 45 buildings,or other structures,upon real property. This includes,but is not limited to,the construction 46 of streets, roads„ highways, etc., owned by the state of Washington; water mains and their 47 ' appurtenances,sanitary sewers and sewage disposal systems unless such sewers and disposal systems 48 are within, and a part of, a street or road drainage system; telephone, telegraph, electrical power 49 distribution lines, or other conduits or lines in or above streets or roads, unless such power lines Li LRomer AveS(SR I67)Improvements Project Special Provisions(Conformed) Phased:"Shattuck Ave$Stonnwater Bypass July 2009 SP-21 1 become a part of a street or road lighting system; and installing or attaching of any article of tangible 2 personal property in or to real property,whether or not such personal property becomes a part of the 3 realty by virtue of installation. 4 5 For work performed in such cases, the Contractor shall collect from the Contracting Agency, retail RA 6 sales tax on the full contract price. The Contracting Agency will automatically add this sales tax to 7 each payment to the Contractor. For this reason,the Contractor shall not include the retail sales tax in 8 the unit bid item prices, or in any other contract amount subject to Rule 170, with the following 9 exception. 10 11 Exception: The Contracting Agency will not add in sales tax for a payment the Contractor or a 12 subcontractor makes on the purchase or rental of tools, machinery, equipment, or`consumable 13 supplies not integrated into the project. Such sales taxes shall be included in the unit bid item prices 14 or in any other contract amount. 15 16 1-07.2(4) Services 17 18 The Contractor shall not collect retail sales tax from the Contracting Agency on any contract wholly 19 for professional or other services(as defined in Washington State Department of Revenue Rules 138 20 and 244). 21 1-07.6 Permits And Licenses 22 (March 13, 1995 WSDOT GSP) 23 24 Supplement Section 1-07.6 with the following: 25 26 No hydraulic permits are required for this project unless the Contractor's operations use, divert, 27 obstruct, or change the natural flow or bed of any river or stream, or utilize any of the waters of the 28 State or materials from gravel or sand bars,or from stream beds. 29 1-07.7 Load Limits 30 (March 13, 1995 WSDOT GSP) 31 32 Supplement Section 1-07.7 with the following: 33 34 If the sources of materials provided by the Contractor necessitates hauling over roads other than State 35 Highways, the Contractor shall, at the Contractor's expense, make all arrangements for the use of the 36 haul routes. 37 1-07.9 Wages 38 1-07.9(1) General I 39 (February 11, 2008 WSDOT GSP) 40 41 Supplement the first paragraph of Section 1-07.9(1)with the following: 42 43 The Federal wage rates incorporated in this contract have been established by the Secretary of Labor 44 under United States Department of Labor General Decision No.WA080001. 45 46 1-07.9(7) Application of Wage Rates For The Occupation Of Landscape Construction I Rainier Ave S(SR 167)Improvements Project Special Provisions(Conformed) Phase 1: Shattuck Ave S Stormwater Bypass July 2009 SP-22 lir 1 (April 2, 2007 WSDOT GSP) 2 3 Add Section 1-07.9(7): 4` 5 State prevailing wage rates for public works contracts are included in this contract and show a 6separate listing for the occupation: L7 8 Landscape Construction, which includes several different occupation descriptions such as: 9Irrigation and Landscape Plumbers, Irrigation and Landscape Power Equipment Operators, and 10 Landscaping or Planting Laborers. 11 12 In addition. Federal wage rates that are included in this contract may also include occupation 13` descriptions in Federal Occupational groups for work also specifically identified with landscaping 14 such as: 15 16 Laborers with the occupation description,Landscaping or Planting,or ` 17 18 Power Equipment Operators with the occupation description,Mulch Seeding Operator. 19 20 If Federal wage rates include one or more rates specified as applicable to landscaping work, then 21 Federal wage rates for all occupation descriptions, specific or general, must be considered and 22 compared with corresponding State wage rates. The higher wage rate, either State or Federal, 23 becomes the minimum wage rate for the work performed in that occupation. 24 25 Contractors are responsible for determining the appropriate crafts necessary to perform the contract 26 work. If a classification considered necessary for performance of the work is missing from the 27 Federal Wage Determination applicable to the contract, the Contractor shall initiate a request for 28, approval of a proposed wage and benefit rate.The Contractor shall prepare and submit Standard Form 29 1444, Request for Authorization of Additional Classification and Wage Rate available at 30 http://www.wdoi.gov/docsfsf1444.pdf, and submit the completed form to the Project Engineer's 31 office. The presence of a classification wage on the Washington State Prevailing Wage Rates For 32 Public Works Contracts does not exempt the use of form 1444 for the purpose of determining a to33 federal classification wage rate. 34 1-07.11 Requirements For Nondiscrimination 35 1-07.11(7) Requirement For Affirmative Action to Ensure Equal Employment Opportunity 36 (Executive Order 11246) 37 (March 6,2000 WSDOT GSP) 38 39 Add Section 1-07.11(7): 40 41 L The Contractor's attention is called to the Equal Opportunity Clause and the Standard Federal 42 Equal Employment Opportunity Construction Contract Specifications set forth herein. 43 44 2. The goals and timetables for minority and female participation set by the Office of Federal 45. Contract Compliance Programs, expressed in percentage terms for the Contractor's aggregate 46 work force.in each construction craft and in each trade on all construction work in the covered 47 area,are AS follows: 48 49 Women-Statewide L *tinier Ave S(SR 167)Improvements Project Special'Provisions(Conformed) Phase 1: Shattuck Ave S Stormwater Bypass July 2009 SP-23 1 2 Timetable Goal 3 4 Until further notice 6.9% 5 Minorities-by Standard Metropolitan Statistical Area(SMSA) 6 7 Spokane,WA: 8 SMSA Counties: 9 Spokane,WA 2.8 10 WA Spokane. 11 Non-SMSA Counties 3.0 12 WA Adams;WA Asotin;WA Columbia; WA Ferry;WA Garfield;WA Lincoln, 13 WA Pend Oreille;WA Stevens;WA Whitman. 14 15 Richland,WA 16 SMSA Counties: 17 Richland Kennewick,WA 5.4 18 WA Benton;WA Franklin. 19 Non-SMSA Counties 3.6 20 WA Walla Walla. 21 22 Yakima,WA: 23 SMSA Counties: 24 Yakima,WA 9.7 25 WA Yakima. 26 Non-SMSA Counties 7.2 27 WA Chelan;WA Douglas;WA Grant;WA Kittitas;WA Okanogan. 28 29 Seattle,WA: 30 SMSA Counties: 31 Seattle Everett,WA 7.2 32 WA King; WA Snohomish. 33 Tacoma,WA 6.2 34 WA Pierce. 35 Non-SMSA Counties 6.1 36 WA CIallam; WA Grays Harbor; WA Island; WA Jefferson; WA Kitsap; WA 37 Lewis; WA Mason;WA Pacific;WA San Juan;WA Skagit;WA Thurston; WA 38 Whatcom. 39 40 41 Portland,OR: 42 SMSA Counties: 43 Portland,OR-WA 4.5 44 WA Clark. 45 Non-SMSA Counties 3.8 46 WA Cowlitz; WA Klickitat;WA Skamania; WA Wahkiakum. 47 48 These goals are applicable to each nonexempt Contractor's total on-site construction workforce, 49 regardless of whether or not part of that workforce is performing work on a Federal, or federally 50 assisted project, contract, or subcontract until further notice. Compliance with these goals and 51 time tables is enforced by the Office of Federal Contract compliance Programs. Rainier Ave S(SR 167)Improvements Project Special Provisions(Conformed) Phase 1: Shattuck Ave S Stormwater Bypass July 2009 F'',,t _ SP-24 libit 2 The Contractors compliance with the Executive.Order and the regulations in 41 CFR Part 60-4 L 3` shall be based on its implementation of the Equal Opportunity Clause,specific affirmative action 4 obligations required by the specifications set forth in 41 CFR 60-4.3(a),and its efforts to meet the 5 goals. The hours of minority and female employment and training must be substantially uniform 6 throughout the length of the contract, in each construction craft and in each trade, and the 7 Contractor shall make a good faith effort to employ minorities and women evenly on each of its 8 projects.The transfer of minority or female employees or trainees from Contractor to Contractor 9 or from project to project for the sole purpose of meeting the Contractor's goal shall be a violation L. 10 of the contract, the Executive Order and the regulations in 41 CFR Part 60-4. Compliance with 11 the goals will be measured against the total work hours performed. 12 fa13 3. The Contractor shall provide written notification to the Engineer within` 10 working days of 14 award of any construction subcontract in excess of$10,000 or more that are Federally funded, at 15 any tier for construction work under the contract resulting from this solicitation. The notification 16 shall list the name, address and telephone number of the subcontractor; employer identification 17 number of the subcontractor; estimated dollar amount of the subcontract; estimated starting and 18 completion dates of the subcontract; and the geographical area in which the contract is to be 19 performed. 20 21 4. As used in this Notice,and in the contract resulting from this solicitation,the Covered Area is as 22 designated herein. 23 24 1-07.11(8) Standard Federal Employment Opportunity Construction Contract Specifications 25 (Executive Order 11246) 26 (March 6,2000 WSDOT GSP) 27 28 Add Section 1-07.11(8): 29 30 1. As used in these specifications: 31 32 a. Covered Area means the geographical area described in the solicitation from which this 33 contract resulted; 34 35 b. Director means Director, Office of Federal Contract Compliance Programs, United States 36 Department of Labor,or any person to whom the Director delegates authority; 37 38c. Employer Identification Number means the Federal Social Security number used on the L, 39 Employer's Quarterly Federal Tax Return,U. S.Treasury Department Form 941; 40 41 d. Minority includes: 42 43 (1) Black,a person having origins in any of the Black Racial Groups of Africa. 44 45 (2) Hispanic,a fluent Spanish speaking,Spanish surnamed person of Mexican,Puerto Rican, 46 Cuban,Central American,South American,or other Spanish origin. 47 48 (3) Asian. or Pacific Islander, a person having origins in any of the original peoples of the 49 Pacific rim or the Pacific Islands,the Hawaiian Islands and Samoa. 50 L RainierAve S(SR 167)Improvements Project Special Provisions(Conformed) Phase 1: Shattuck Ave S Stormwater Bypass July 2009 SP-25 1 (4) American Indian or Alaskan Native, a person having origins in any of the original 2 peoples of North America, and who maintain cultural identification through tribal 3 affiliation or community recognition. 4 5 2. Whenever the Contractor,or any Subcontractor at any tier, subcontracts a portion of the work 6 involving any construction trade, it shall physically include in each subcontract in excess of 7 $10,000 the provisions of these specifications and the Notice which contains the applicable goals 8 for minority and female participation and which is set forth in the solicitations from which this 9 contract resulted. 10 11 3. If the Contractor is participating (pursuant to 41 CFR 60-4.5) in a Hometown Plan approved by 12 the U.S.Department of Labor in the covered area either individually or through an association,its 13 affirmative action obligations on all work in the Plan area (including goals and timetables) shall 14 be in accordance with that PIan for those trades which have unions participating in the Plan. 15 Contractors must be able to demonstrate their participation in and compliance with the provisions 16 of any such Hometown Plan. Each Contractor or Subcontractor participating in an approved Plan 17 is individually required to comply with its obligations under the EEO clause, and to make a good 18 faith effort to achieve each goal under the Plan in each trade in which it has employees. The 19 overall good faith performance by other Contractors or Subcontractors toward a goal in an 20 approved Plan does not excuse any covered Contractor's or Subcontractor's failure to take good 21 faith effort to achieve the Plan goals and timetables. 22 23 4. The Contractor shall implement the specific affirmative action standards provided in paragraphs 24 7a through 7p of this Special Provision. The goals set forth in the solicitation from which this 25 contract resulted are expressed as percentages of the total hours of employment and training of 26 minority and female utilization the Contractor should reasonably be able to achieve in each 27 construction trade in which it has employees in the covered area. Covered construction 28 contractors performing construction work in geographical areas where they do not have a Federal 29 or federally assisted construction contract shall apply the minority and female goals established 30 for the geographical area where the work is being performed. The Contractor is expected to make 31 substantially uniform progress in meeting its goals in each craft during the period specified. 32 33 5. Neither the provisions of any collective bargaining agreement, nor the failure by a union with 34 whom the Contractor has a collective bargaining agreement, to refer either minorities or women 35 shall excuse the Contractor's obligations under these specifications, Executive Order 11246, or 36 the regulations promulgated pursuant thereto. 37 38 6. In order for the nonworking training hours of apprentices and trainees to be counted in meeting 39 the goals, such apprentices and trainees must be employed by the Contractor during the training 40 period, and the Contractor must have made a commitment to employ the apprentices and trainees 41 at the completion of their training, subject to the availability of employment opportunities. 42 Trainees must be trained pursuant to training programs approved by the U.S. Department of 43 Labor. 44 45 7. The Contractor shall take specific affirmative actions to ensure equal employment opportunity. 46 The evaluation of the Contractor's compliance with these specifications shall be based upon its 47 effort to achieve maximum results from its action. The Contractor shall document these efforts 48 fully,and shall implement affirmative action steps at least as extensive as the following: 49 50 a. Ensure and maintain a working environment free of harassment, intimidation,and coercion at 51 all sites, and in all facilities at which the Contractor's employees are assigned to work. The Rainier Ave S(SR 167)Improvements Project Special Provisions(Conformed) Phase 1: Shattuck Ave S Stormwater Bypass July 2009 t ' SP-26 1 Contractor,where possible,will assign two or more women to each construction project.The lly • 2 Contractor shall specifically •ensure that all foremen, superintendents, and other onsite 3 supervisory personnel are aware of and carry out the Contractor's obligation to maintain such 4 a working environment, with specific attention to minority or female individuals working at 5 such sites or in such facilities. 6 7 b. Establish and maintain a current list of minority and female recruitment sources, provide I, 8 written notification to minority and female recruitment sources and to community 9 organizations when the Contractor or its unions have employment opportunities available, to10 and maintain a record of the organizations'responses. 11 12 c. Maintain a current file of the names, addresses and telephone numbers of each minority and 13 female off-the-street applicant and minority or female referral from a union, a recruitment 14 source or community organization and of what action was taken with respect to each such 15 individual. If such individual was sent to the union hiring hall for referral and was not ,,, 16 referred back to the Contractor by the union or, if referred,not employed by the Contractor, 17 this shall be documented in the file with the reason therefore,along with whatever additional 18 actions the Contractor may have taken. 19 20 d. Provide immediate written notification to the Director when the union or unions with which 21 the Contractor has a collective bargaining agreement has not referred to the Contractor a 22 minority person or woman sent by the Contractor, or when the Contractor has other L23 information that the union referral process has impeded the Contractor's efforts to meet its 24 obligations. 25 26 e. Develop on-the-job training opportunity and/or participate in training programs for the area 27 which expressly include minorities and women, including upgrading programs and 28 apprenticeship and trainee programs relevant to the Contractor's employment needs, 29 especially those programs funded or approved by the U.S. Department of Labor. The 30 Contractor shall provide notice of these programs to the sources compiled under 7b above. 31 32 f. Disseminate the Contractor's EEO policy by providing notice of the policy to unions and 33 training programs and requesting their cooperation in assisting the Contractor in meeting its 34 EEO obligations; by including it in any policy manual and collective bargaining agreement; 35 by publicizing it in the company newspaper, annual report, etc.; by specific review of the 36 policy with all management personnel and with all minority and female employees at least 37 once a year; and by posting the company EEO policy on bulletin boards accessible to all 38` employees at each location where construction work is performed. ii39 40 g. Review, at least annually,the company's EEO policy and affirmative action obligations under 41 these specifications with all employees having any responsibility for hiring, assignment, .. 42 layoff, termination or other employment decisions including specific review of these items 43 with on-site supervisory personnel such as Superintendents, General Foremen, etc., prior to 44 the initiation of construction work at any job site. A written record shall be made and 45 maintained identifying the time and place of these meetings,persons attending, subject matter 46 ` discussed,and disposition of the subject matter. 47 48 h. Disseminate the Contractor's EEO policy externally by including it in any advertising in the 49 news media, specifically including minority and female news media, and providing written 50 notification to and discussing the Contractor's EEO policy with other Contractors and 51 Subcontractors with whom the Contractor does or anticipates doing business. ....., Rainier Ave S(SR 167)Improvements Project Special Provisions(Conformed) Phase 1: Shattuck Ave S Stormwater Bypass July 2009 SP-27 1 2 i. Direct its recruitment efforts, both oral and written to minority, female and community 3 organizations, to schools with minority and female students and to minority and female 4 recruitment and training organizations serving the Contractor's recruitment area and 5 employment needs. Not later than one month prior to the date for the acceptance of 6 applications for apprenticeship or other training by any recruitment source, the Contractor 7 shall send written notification to organizations such as the above, describing the openings, 8 screening procedures,and tests to be used in the selection process. 9 10 j. Encourage present minority and female employees to recruit other minority persons and 11 women and where reasonable, provide after school, summer and vacation employment to 12 minority and female youth both on the site and in other areas of a Contractor's work force. 13 , 14 k. Validate all tests and other selection requirements where there is an obligation to do so under 15 41 CFR Part 60-3. 16 17 1. Conduct, at least annually, an inventory and evaluation of all minority and female personnel 18 for promotional opportunities and encourage these employees to seek or to prepare for, 19 through appropriate training,etc.,such opportunities. 20 21 m. Ensure that seniority practices, job classifications, work assignments and other personnel 22 practices, do not have a discriminatory effect by continually monitoring all personnel and 23 employment related activities to ensure that the EEO policy and the Contractor's obligations 24 under these specifications are being carried out. 25 26 n. Ensure that all facilities and company activities are nonsegregated except that separate or 27 single-user toilet and necessary changing facilities shall be provided to assure privacy 28 between the sexes. 29 30 o. Document and maintain a record of all solicitations of offers for subcontracts from minority 31 and female construction contractors and suppliers, including circulation of solicitations to 32 minority and female contractor associations and other business associations. 33 34 p. Conduct a review, at least annually, of all supervisors' adherence to and performance under 35 the Contractor's EEO policies and affirmative action obligations. 36 37 8. Contractors are encouraged to participate in voluntary associations which assist in fulfilling one 38 or more of their affirmative action obligations (7a through 7p). The efforts of a contractor 39 association, joint contractor-union, contractor-community, or other similar group of which the 40 Contractor is a member and participant, may be asserted as fulfilling any one or more of the 41 obligations under 7a through '7p of this Special Provision provided that the Contractor actively 42 participates in the group, makes every effort to assure that the group has a positive impact on the 43 employment of minorities and women in the industry, ensure that the concrete benefits of the 44 program are reflected in the Contractor's minority and female work-force participation, makes a 45 good faith effort to meet its individual goals and timetables, and can provide access to 46 documentation which demonstrate the effectiveness of actions taken on behalf of the Contractor. 47 The obligation to comply, however, is the Contractor's and failure of such a group to fulfill an 48 obligation shall not be a defense for the Contractor's noncompliance. 49 50 9. A single goal for minorities and a separate single goal for women have been established. The 51 Contractor,however, is required to provide equal employment opportunity and to take affirmative I Rainier Ave S(SR 167)Improvements Project Special Provisions(Conformed) gi Phase I: Shattuck Ave S Stormwater Bypass July 2009 SP-28 L 1 action for all minority groups, both male and female, and all women, both minority and non- 2 minority. Consequently,the Contractor may be in violation of the Executive Order if a particular q Y� Y 3 group is employed in substantially disparate manner(for example,even though the Contractor has 4 achieved its goals for women generally, the Contractor may be in violation of the Executive 5 Order if a specific minority group of women is underutilized). 6' 7 10. The Contractor shall not use the goals and timetables or affirmative action standards to 8 discriminate against any person because of race,color,religion,sex,or national origin. 9 10 11. The Contractor shall not enter into any subcontract with any person or firm debarred from 11 Government contracts pursuant to Executive Order 11246. 12 13' 12. The Contractor shall carry out such sanctions and penalties for violation of these specifications 14 and of the Equal Opportunity Clause, including suspensions, terminations and cancellations of 15 existing subcontracts as may be imposed or ordered pursuant to Executive Order 11246, as 16 amended, and its implementing regulations by the Office of Federal Contract Compliance 17 Programs.Any Contractor who fails to carry out such sanctions and penalties shall be in violation 18< of these specifications and Executive Order 11246,as amended. 19 L2013. The Contractor, in fulfilling its obligations under these specifications, shall implement specific 21 affirmative action steps, at least as extensive as those standards prescribed in paragraph 7 of this 22 Special Provision,so as to achieve maximum results from its efforts to ensure equal employment 23 opportunity. If the Contractor fails to comply with the requirements of the Executive Order, the 24 implementing regulations, or these specifications, the Director shall proceed in accordance with 25 41 CFR 60-4.8. 26 27 14. The Contractor shall designate a responsible official to monitor all employment related activity to 28 ensure that the company EEO policy is being carried out, to submit reports relating to the 29 provisions hereof as may be required by the government and to keep records. Records shall at 30" least include, for each.employee, their name, address, telephone numbers, construction trade, 31 union affiliation if any, employee identification number when assigned, social security number, 32 race,sex, status(e.g.,mechanic,apprentice,trainee,helper,or laborer),dates of changes in status, 33 hours worked per week in the indicated trade, rate of pay, and locations at which the work was 34 performed. Records shall be maintained in an easily understandable and retrievable form; 35 however, to the degree that existing records satisfy this requirement,the Contractors will not be 36 required to maintain separate records. 37 38 15. Nothing herein provided shall be construed as a limitation upon the application of other laws ti39 which establish different standards of compliance or upon the application of requirements for the 40 hiring of local or other area residents (e.g., those under the Public Works Employment Act of 41 1977 and the Community Development Block Grant Program). L, 42 43 1-07.11(11) Disadvantaged Business Enterprise Condition of Award Participation 44 (December 3, 2007 WSDOT GSP) 45 46 Add Section 1-07.11(11): 47 48 The Disadvantaged Business Enterprise(DBE)requirements of 49 CFR Part 26 apply to this contract. 49 This goal is considered a condition of award. 50 51 DBE Goals Rainier Ave S(SR 167)Improvements Project Special Provisions(Conformed) Phase 1: Shattuck Ave S Stormwater Bypass • July 2009 SP-29 1 The Contracting Agency has established a goal in the amount of: 2 3 Eight percent(8%o) 4 5 DBE Eligibility 6 Selection of DBEs 7 DBEs proposed by the bidder shall be listed as DBEs on the current list of firms certified by 8 the Office of Minority and Women's Business Enterprises (OMWBE). In the absence of 9 being listed,the Contractor may provide written proof from OMWBE documenting that their 10 proposed DBEs are currently certified.A list of firms certified by OMWBE is available from 11 that office and on line through their website(www.omwbe.wa.gov/directoryldirectory.htm)or 12 by telephone at (360) 704-1181. It shall be the responsibility of the bidder to confirm with 13 OMWBE that the certification of any proposed DBE firm is current and that the firm is 14 certified in the North American Industry Classification System (NAICS) code for the work 15 being proposed. In establishing the certification status of any subcontractor or supplier, the 16 bidder may rely upon the website list or upon any written commitments from OMWBE 17 provided that information is obtained no earlier than 24 hours prior to the time set for bid 18 submittals. 19 20 Proposed firms not meeting the specified requirements at the time fixed for the opening of 21 bids will not be credited by the Contracting Agency for the purpose of meeting the goals. The 22 amounts committed to a non-certified firm will not be counted in the evaluation of the 23 bidder's DBE submittal. 24 25 In the event that a DBE firm listed is certified at the time of the submission of the bid,but the 26 listed DBE firm is subsequently determined to be ineligible prior to execution of the contract, 27 then the contract execution will proceed and the Contractor will be required to substitute a ji 28 certified DBE firm for the same amount or to make a good faith effort to do so. 29 30 Counting DBE Participation Toward Meeting the Goal and Substitution Requirements 31 When a DBE firm participates in a contract, only the value of the work actually performed by the 32 DBE will be counted towards the DBE goal. 33 1. Count the entire amount of the portion of the contract that is performed by the DBE's own 34 forces. Include the cost of supplies and materials obtained by the DBE for the work of the 35 contract, including supplies purchased or equipment leased by the DBE (except supplies and 36 equipment the DBE Subcontractor purchases or leases from the Prime Contractor or its 37 affiliates, unless the Prime Contractor is also a DBE). Work performed by a DBE, utilizing 38 resources of the Prime Contractor or its affiliates will not be counted toward DBE goals. In 39 very rare situations, a DBE firm may utilize equipment and/or personnel from a non-DBE 40 firm other than the Prime Contractor or its affiliates. Should this situation arise, the 41 arrangement must be short-term and must have prior written approval from the Contracting 42 Agency. The arrangement must not erode a DBE firm's ability to perform a Commercially 43 Useful Function(See discussion of CUF,below). 44 45 2. Count the entire amount of fees or commissions charged by a DBE firm for providing a bona 46 fide service, such as professional, technical, consultant, or managerial services, or for 47 providing bonds or insurance. 48 49 3. When a DBE subcontracts part of the work of its contract to another firm, the value of the 50 subcontracted work may be counted toward the DBE goal only if the DBE's lower tier 51 Subcontractor is also a DBE. Work that a DBE subcontracts to a non-DBE firm does not Rainier Ave S(SR 167)Improvements Project Special Provisions(Conformed) Phase 1: Shattuck Ave S Stormwater Bypass July 2009 .t , SP-30 L1` count toward the DBE goal. The DBE firm may further subcontract to lower tier DBE 2L ' subcontractors to the extent specified by section 1-08.1. 3 4 4. When a non-DBE subcontractor further subcontracts to a lower-tier subcontractor or supplier 5 who is a certified DBE,then that portion of the work further subcontracted may be counted 6 toward the DBE goal,so long as it is a distinct clearly defined portion of the work of the L7 subcontract that the DBE is performing in a commercially useful function with its own forces. 9 5.< Continue to count the work subcontracted to a decertified DBE firm after decertification, 10' provided the prime contractor had a subcontract in force before the decertification and the 11 prime contractor's actions did not influence the DBE's decertification. 12 13` DBE Prime Contractor 14 A DBE prime Contractor may only count the work performed with its own forces and the work 15 performed by DBE Subcontractors and DBE suppliers. In the event that the DBE Prime 16 contractor becomes decertified during the contract, for reasons other than graduation from the 17 program,the portion of the work performed after the decertification will not count toward the 18 goal. If this work is part of the Condition of Award the prime will be required to meet the 19 Condition of award and may do so by increasing the dollars and work to another DBE firm in an 10 20 amount equal to that which can not be counted, utilize the dollars committed/paid to a non-COA 21 DBE who is already on the project, or make a good faith effort to do so. If the reason for 22 decertification is for graduation,the work of the decertified DBE prime contractor may continue 23 to be counted toward the goal. 24 25 Joint Venture 26 When a DBE performs as a participant in a joint venture, only that portion of the total dollar 27 value of the contract equal to the distinct, clearly defined portion of the work that the DBE 28 performs with its own forces will count toward COA DBE goal In the event that the DBE Joint 29 Venture contractor becomes decertified during the contract, for reasons other than graduation 30 from the program, the portion of the work performed after the decertification will not count 31 toward the DBE goal. If this work is part of the Condition of Award the Joint Venture will be 32 required to meet the Condition of award and may do so by increasing the dollars and work to 33 another DBE firm in an amount equal to that which can not be counted, utilize the dollars 34 committed/paid to a non-COA DBE who is already on the project, or make a good faith effort to 35 do so. If the reason for decertification is for graduation the work of the decertified DBE Joint 36 Venture contractor may continue to be counted toward the goal. 37 38 Changes in the Quantity of Work 39 Owner initiated Change Orders ii 40' In the event the Contracting Agency reduces quantities or deletes work items that impact a 41 DBE's work and insufficient work remains on the contract, the Contracting Agency may I i...„ 42 relieve the prime contractor from attainment of that portion of the goal. 43 44 Original Quantity Under runs 45 In theevent that work committed to a DBE firm as part of the COA, under runs the original 46 planned quantities and that work is completed according to the contract, the contractor shall • 47 not he.requred to substitute work for the portion of the COA not achieved. 48 E49 Cont�or-Iwtiated Proposals-General 5 = 1. Reductions or Deletions lOtirder Ave 5(5k 161)Improvements Project Special Provisions(Conformed) Phase 1: Shattuck Ave S Stormwater Bypass July 2009 SP-31 1 Any reduction or deletion of Condition of Award DBE work that is proposed by the 2 Contractor under this provision shall not be permitted without the express prior written 3 consent of the Contracting Agency, including concurrence by WSDOT/OEO,which shall 4 have the discretion to deny approval 5 6 The Contractor must notify and obtain written approval from the contracting agency prior 7 to replacing a DBE or making any change in the participation. Approval for replacement 8 will be granted only if it is demonstrated that the DBE is unable or unwilling to perform. 9 The Contractor must make every good faith effort to find another certified DBE 10 subcontractor to substitute for the original DBE. The good faith efforts shall be directed 11 at finding another DBE to perform at least the same amount of work under the contract as 12 the original DBE,to the extent needed to meet the contract goal. 13 14 Any deviation from the DBE condition-of-award letter or contract specifications must be 15 approved by Change Order issued by the Contracting Agency. The Contractor shall 16 notify affected DBEs in writing of any changes in the scope of work which result in a 17 reduction in the dollar amount of condition-of-award to the contract. 18 19 In addition to the above requirements for reductions in the Condition of Award, 20 additional requirements apply to the two cases of Contractor-Initiated work substitution 21 proposals. Where the contract allows alternate work methods which serve to delete or 22 create underruns in condition of award DBE work, and the Contractor selects that 23 alternate method or, where the Contractor proposes a substitute work method or material 24 that serves to diminish or delete work committed to a DBE and replace it with other I. 25 work,then the Contractor must demonstrate one of the following: 26 27 a. That the replacement work will be performed by the same DBE (as long as the DBE 28 is certified in the respective item or work) in a modification of the Condition of 29 Award agreement;or 30 31 b. That the DBE is aware that its work will be deleted or will experience underruns and 32 has agreed in writing to the change. If this occurs, the Contractor shall substitute 33 other work of equivalent value to a certified DBE or provide documentation of good 34 faith efforts to do so;or 35 36 c. That the DBE is not capable of performing the replacement work or has declined to ii 37 perform the work at a reasonable competitive price. If this occurs, the Contractor it 38 shall substitute other work of equivalent value to a certified DBE or provide 39 documentation of good faith efforts to do so. 40 I 41 2. Additions 42 As stated above, any change in the condition of award will be evidenced by a change 43 order. Where the revision includes work committed to a new DBE subcontractor, not 44 previously involved in the project, then a Request to Sublet shall be submitted in 45 accordance with Section 1-08.1. 46 47 If the commitment of work is in the form of additional tasks assigned to an existing 11 48 subcontractor, then a new Request to Sublet shall not be required. However, the.Contractor 49 must document efforts to assure that the existing DBE subcontractor is capable of performing 50 the additional work and has agreed(in writing)to the change. 51 Rainier Ave S(SR 167)Improvements Project Special Provisions(Conformed) Phase 1: Shattuck Ave S Stormwater Bypass July 2009 t SP-32 1 Commercially Useful Function 2 Payments to a DBE firm will count toward DBE goals only if the DBE is performing a 3 commercially useful function on the contract. 4 5 1. A DBE performs a commercially useful function when it is responsible for execution of the 6 work of the contract and is carrying out its responsibilities by actually performing,managing, 7 and supervising the work involved. To perform a commercially useful function, the DBE ii 8 must also be responsible, with respect to materials and supplies used on the contract, for 9 negotiating price, determining quality and quantity, ordering the material, installing (if 10 applicable)and paying for the material itself.Two party checks are not allowed. 11 12 2. A DBE does not perform a commercially useful function if its role is limited to that of an 13 extra participant in a transaction,contract,or project through which funds are passed in order 14 to obtain the appearance of DBE participation. 15 16 Trucking 17 Use the following factors in determining whether a DBE trucking company is performing a 18 commercially useful function: 19 20 1. The DBE must be responsible for the management and supervision of the entire trucking 21 operation for which it is listed on a particular contract. 22 23 2. The DBE must itself own and, with its own workforce, operate at least one fully licensed, 24 insured,and operational truck used on the contract. 25 26 3. The DBE receives credit only for the total value of the transportation services it provides on 27 the contract using trucks it owns or leases, licenses, insures, and operates with drivers it 28 employs. 29 30' 4. For purposes of this paragraph a lease must indicate that the DBE has exclusive use of and 31 control over the truck. This does not preclude the leased truck from working for others during 32 the term of the lease with the consent of the DBE,so long as the lease gives the DBE absolute 1 33 priority for use of the leased truck.. Leased trucks must display the name and identification 34 number of the DBE. 35 36 5. The DBE may lease trucks from another DBE firm and may enter an agreement with an 37 owner-operator who is certified as a DBE.The DBE who leases trucks from another DBE or 38 employs a DBE owner-operator receives credit for the total value of the transportation 39 services the lessee DBE provides on the contract. is 40 41 6. The DBE may also lease trucks from a non-DBE firm and may enter anagreement with an 42 owner-operator who is a non-DBE.The DBE who leases trucks from a non-DBE or employs 43 a non-DBE owner-operator is entitled to credit only for the fee or commission it receives as a 44 result of the lease arrangement. The DBE does not receive credit for the total value of the 45 transportation services provided by the lessee, since these services are not provided by a 46 DBE. L 47 48 7. In any lease or owner-operator situation, as'described in paragraphs 5 & 6 above, the 49 following rules shall apply: 50 L ...Ave in.Ave S(SR 167)Improvements Project Special Provisions(Conformed) Phase 1: Shattuck Ave S Stonnwater Bypass July 2009 SP-33 I 1 • A written lease/rental agreement on all trucks leased or rented, showing the true II 2 ownership and the terms of the rental must be submitted and approved by the Contracting 111 3 Agency prior to the beginning of the work. The agreement must show the lessor's name, 4 trucks to be leased, and agreed upon amount or method of payment (hour, ton, or per 5 load). All lease agreements shall be for a long-term relationship, rather than for the 6 individual project.Does not apply to owner-operator arrangements. 7 8 • Only the vehicle, (not the operator)is leased or rented. Does not apply to owner-operator 9 arrangements. 10 11 8. In order for DBE project goals to be credited, DBE trucking firms must be covered by a 12 subcontract or a written agreement approved by the Contracting Agency prior to performing 13 their portion of the work. 14 15 Expenditures paid to other DBEs 16 Expenditures paid to other DBEs for materials or supplies may be counted toward DBE goals as 17 provided in the following: 18 19 Manufacturer 20 1. Counting 21 If the materials or supplies are obtained from a DBE manufacturer, count 100 percent of 22 the cost of the materials or supplies toward DBE goals. 23 111 24 2. Definition It 25 To be a manufacturer, the firm operates or maintains a factory or establishment that 26 produces, on the premises, the materials, supplies, articles, or equipment required under is 27 the contract and of the general character described by the specifications. 11 28 29 3. In order to receive credit as a DBE manufacturer, the firm must have received an "on- 30 site" review and been approved by WSDOT-OEO to operate as a DBE Manufacturing 31 firm prior to bid opening on any USDOT federally-assisted contract. Use of a DBE 32 manufacturer that has not received an on-site review and approval by WSDOT-OEO 33 prior to bid opening will result in the bid being declared non-responsive. To schedule a 34 review, the manufacturing firm must submit a written request to WSDOT/OEO and may 35 not receive credit towards DBE participation until the completion of the review. Once a 36 firm's manufacturing process has been approved in writing, it is not necessary to 37 resubmit the firm for approval unless the manufacturing process has substantially 38 changed. Information on approved manufacturers (per contract) may be obtained from 39 WSDOT-0E0. III 40 41 Regular Dealer 42 1. Counting 43 If the materials or supplies are purchased from a DBE regular dealer, 60 percent of the 44 cost of the materials or supplies will count toward DBE goals. 45 46 2. Definition 47 a) To be a regular dealer,the firm must own,operate or maintain a store,warehouse,or 48 other establishment in which the materials, supplies, articles or equipment of the 49 general character described by the specifications and required under the contract are 50 bought,kept in stock, and regularly sold or leased to the public in the usual course of 51 business.It must also be an established,regular business that engages,as its principal Rainier Ave S(SR 167)Improvements Project Special Provisions(Conformed) Phase 1: Shattuck Ave S Stonnwater Bypass July 2009 s f SP-34 Ll: business and under its own name, in the purchase and sale or lease of the products in 2 question. 3, 4 b) A person may be a regular dealer in such bulk items as petroleum products, steel, 5 cement,gravel,stone,or asphalt without owning,operating,or maintaining a place of 6 business,as provided elsewhere in this specification, if the person both owns and 7 operates distribution equipment for the products. Any supplementing of regular is 8 dealers' own distribution equipment shall be by a long-term lease agreement and not 9 on an ad hoc or contract-by-contract basis. 10 11 c) Packagers, brokers, manufacturers' representatives, or other persons who arrange or 12` expedite transactions are not regular dealers. 13 • 14 3. Regular dealer status is granted on a contract-by-contract basis. To obtain regular dealer 15 status,a formal written request must be made by the interested supplier(potential regular 16 dealer) to WSDOT/OEO. OEO must be in receipt of this request at least seven (7) 17 calendar days prior to bid opening. Included in the request shall be a full description of 18 the project, type of business operated by the DBE, and the manner the DBE will operate L19 as a regular dealer on'the specific contract. Rules applicable to regular dealer status are 20contained in 49 CFR Part 26.55.e.2. Once the request is reviewed by WSDOT-0E0, the 21 ' DBE supplier requesting it will be notified in writing whether regular dealer status was 22 approved. DBE firms that are approved as regular dealers for a contract (whenever E. 23 possible) will be listed on the WSDOT Internet Homepage at: 24 www.wsdot.wa.gov/biztcontaa/prior to the time of bid opening.In addition, bidders may 25 request confirmation of the DBE.supplier's approval to operate as a regular dealer on a 26 specific contract by writing the Office of Equal Opportunity, Washington State 27 Department of Transportation, P.O. Box 47314, Olympia, WA 98504-7314 or by phone 28 at (360) 705-7085. Use of a supplier that has not received approval as a regular dealer 29 prior to bid opening will result in the bid being declared nonresponsive. (unless the 30 contribution of the regular dealer was not necessary to meet the project goal). 31 32 Materials or Supplies Purchased from a DBE 33 With respect to materials or supplies purchased from a DBE who is neither a manufacturer nor a 34 regular dealer, the entire amount of fees or commissions charged for assistance in the 35 procurement of the materials and supplies, or fees or transportation charges for the delivery of 1 36 materials or supplies required on a job site may be counted toward the goal.No part of the cost of 37 the materials and supplies themselves may be applied toward DBE goals. 38 1: 39 ` DBE Utilization Certification 40 To be eligible for award of the contract, the bidder must properly complete and submit a DBE 41 Utilization Certification which has been made a part of the bidder's formal bid proposal. The 42 Certification will be used by the Contracting Agency in determining whether the bidder's bid • 43 proposal satisfies the DBE contract requirements. 44 45 For each DBE described in the Certification,the bidder shall state the project role and work item 46 in which that DBE will participate. A general description of the work to be performed by the L 47 DBE shall be included.If a DBE will perform a partial item of work,the bidder shall also include 48 a dollar amount for each partial item of work. The bidder shall also include a dollar amount for 1 49 ' eat DBE listed m the Certification that will be applied towards meeting or exceeding the 50assigned DBE contract goal. 51 L. L Rainier Ave S(SR 16'74 Improvements Project Special Provisions(Conformed) Phase is Shattuck Ave S Stormwater Bypass July 2009 SP-35 1 In the event of arithmetic errors in completing the Certification, the amount listed to be applied 2 towards the goal for each DBE shall govern and the DBE total shall be adjusted accordingly. The 3 information and commitments demonstrated in the Certification shall become a condition of any 4 subsequent award of a contract to that bidder and the Certification itself shall become a part of the 5 subsequent contract. 6 - 7 The Contracting Agency shall consider as non-responsive and shall reject any bid proposal 8 submitted that does not contain a DBE Certification or contains a DBE Certification that fails to 9 demonstrate that the bidder will meet the DBE participation requirements in one of the manners 10 permitted by the contract as described below. 11 12 Selection of Successful Bidder/Good Faith Efforts 13 The successful bidder shall be selected on the basis of having submitted the lowest responsive 14 bid,which demonstrates good faith effort to achieve the goal. Good faith efforts must be provided 15 with the bid proposal. The first step in demonstrating good faith efforts is to document, through 16 the DBE Utilization Certification,that the bidder has obtained enough DBE participation to meet 17 or exceed the assigned DBE goal. If the bidder is unable to meet the goal as demonstrated above," 18 the bidder shall supply documentation in addition to the DBE Utilization Certification of their 19 good faith efforts to meet the DBE assigned contract goal. The additional documentation, if 20 required,must be provided with the bid proposal. 21 22 Based upon all of the relevant documentation submitted with the bid, the Contracting Agency 23 shall determine whether the bidder has made a sufficient good faith effort to seek DBE 24 participation.The Contracting Agency will make a fair and reasonable judgment whether a bidder. 25 that did not meet the goal made adequate good faith efforts.The quality,quantity,and intensity of 26 the different kinds of efforts that the bidder has made will be considered.A determination will be 27 made whether the efforts employed by the bidder were those that one could reasonably expect a 28 bidder to take if the bidder were actively and aggressively trying to obtain DBE participation 29 sufficient to meet the DBE contract goal. Mere pro forma efforts will not be considered to be 30 good faith efforts to meet the DBE contract requirements. 31 32 The following is a list of types of actions,which will be considered as part of the bidder's good 33 faith efforts to obtain DBE participation.It is not intended to be a mandatory checklist, nor is it 34 intended to be exclusive or exhaustive. Other factors or types of efforts may be relevant in 35 appropriate cases: 36 37 1. Attendance by the bidder at any pre-solicitation or pre-bid meetings that were scheduled by 38 the Contracting Agency to inform DBEs of contracting and subcontracting or material supply 39 opportunities available on the project; 40 41 2. Contacting local Tribes, Tribal Employment Rights Offices (TERO) concerning the 42 subcontracting or supply opportunities in sufficient time to allow the enterprises to participate 43' effectively; 44 45 3. Selection by the bidder of specific economically feasible units of the project to be performed 46 by DBEs in order to increase the likelihood of participation by DBEs even if the bidder 47 preferred to perform these work items as the prime contractor; 48 49 4. Advertising by the bidder in general circulation,trade association minority and trade oriented, 50 women focus publications,concerning the subcontracting or supply opportunities; 51 I Rainier Ave S(SR 167)improvements Project Special Provisions(Conformed) Phase 1: Shattuck Ave S Stormwater Bypass July 2009 SP-36 I 5. Providing written notice from the bidder to a reasonable number of specific DBEs, identified 2 from the OMWBE Directory of Certified Firms for the selected subcontracting or material 3 supply work, in sufficient time to allow the enterprises to participate effectively; 4 5 6. Follow-up by the bidder of initial solicitations of interest by contacting the DBEs to 6 determine with certainty whether they were interested. Documentation of this kind of action 7 may include the information outlined below: 8 9 a. The names, addresses, telephone numbers of DBEs who were contacted, the dates of 10 initial contact, and whether initial solicitations of interest were followed-up by contacting 11 the DBEs to determine with certainty whether the DBEs were interested; 12 13 b. A description of the information provided to the DBEs regarding the plans, 1. 14 specifications,and estimated quantities for portions of the work to be performed; 15 16 c. Documentation of each DBE contacted but rejected and the reason(s)for that rejection; 17 18 7. Providing, to interested DBEs, adequate information about the plans, specifications, and 19 requirements for the selected subcontracting or material supply work; 20 is. 21 8. Negotiating in good faith with the DBE firms,and not,without justifiable reason,rejecting as 22 unsatisfactory,bids that are prepared by any DBE; 23 24 9. Advertising and making efforts to obtain DBE participation that were reasonably expected to 25 produce a level of participation sufficient to meet the goal or requirements of the Contracting 1-1 26 Agency;, 27 28 10. Making any other efforts to obtain DBE participation that were reasonably expected to 29 produce a level of participation sufficient to meet thegoal or requirements of the Contracting 30 Agency; 31 32 11. Using the services of minority community organizations, minority contractor groups, local, 33 state, and federal minority business assistance offices and other organizations identified by 34 WSDOT and advocates for disadvantaged, minority, and women businesses that provide 35 assistance in the recruitment and placement of disadvantaged, minority, and women business 1 36 enterprises;and ii 37 38 12. Using DBE Supportive Services by contacting the Office of Minority and Women's Business 39 Enterprises DBE Supportive Services Offices: 40 41 Seattle:(206)553-7356 42 Tacoma: (253)680-7393 ii, 43 44 If,after review of the documentation provided in the bidder's proposal, the Contracting Agency 45 determines that a good faith effort was made to secure DBE participation,the assigned DBE goal L46 ' will not be reduced to the bidder's partial commitment. However, the bidder will be formally 47 advised in the award letter that the partial commitment will satisfy the terms of the contract and 48 there will be no adverse effect on the Contractor as a result of the reduced attainment. 49 50 Should the low and otherwise responsive bidder fail to meet the DBE participation requirements 51 in one of the manners provided in the proposed contract,its bid proposal will be rejected as non- I , LIt Ave S(SR 167)Improvements Project- Special Provisions(Conformed) Phase I Shattuck Ave S Stormwater Bypass July 2009 SP-37 1 responsive and the next lowest responsive bid accepted unless the Contracting Agency chooses to 2 reject all bids. 3 4 Administrative Reconsideration 5 1. A bidder has the right to reconsideration in the event its bid has been found to be 6 nonresponsive due to a failure to make adequate good faith efforts to meet the DBE goal 7 requirements of this specification. The bidder must request reconsideration within five 8 working days of notification of being nonresponsive or forfeit the right to reconsideration. 9 10 2. The Contracting Agency's decision on reconsideration of the bidders good faith efforts shall 11 be made by an official who did not take part in the original determination that the bidder 12 failed to meet the goal or make adequate good faith efforts to do so. 13 14 3. The bidder shall have the opportunity to meet in person with the official for the purpose of 15 setting forth the bidder's position as to why the documents provided with its bid proposal 16 supported adequate good faith efforts to meet the DBE contract requirements. The bidder's 17 support for its position must be based on its bid submittal. The bidder may provide further 18 explanation/clarification of the information and materials in the submittal, but no new 19 materials or information will be considered by the official in reaching a decision on 20 reconsideration. 21 22 4. The official shall send the bidder a written decision on reconsideration, explaining the basis 23 for the finding as to whether the bidder's bid submittal supported adequate good faith efforts 24 to meet the DBE contract requirements. 25 26 The Contracting Agency has been advised that the United States Department of Transportation 27 will not accept appeals concerning results of the reconsideration process. 28 29 Procedures Between Award and Execution 30 After award of the contract, the successful bidder shall provide the additional information 31 described below.A failure to comply shall result in the forfeiture of the bidder's proposal bond or 32 deposit. 33 34 The Contracting Agency will notify the successful bidder of the award of the contract in writing 35 and will include a request for further breakdown of the DBE information.After award and prior 36 to execution of the contract,the bidder shall submit the following items: 37 38 (1) Additional information for all successful DBE's as shown on the DBE Utilization 39 Certification: 40 41 • Correct business name,federal employee identification number(if available),and mailing 42 address. 43 • List of all bid items assigned to each successful DBE firm, including unit prices and 44 extensions. 45 • Description of partial items (if any) to be sublet to each successful DBE firm specifying 46 the distinct elements of work under each item to be performed by the DBE and including 47 the dollar value of the DBE portion. 48 49 Total amounts shown for each DBE shall not be less than the amount shown on the 50 Utilization Certification. This submittal, showing the DBE work item breakdown, when 51 accepted by the Contracting Agency and resulting in contract execution, shall become a part Rainier Ave S(SR 167)Improvements Project Special Provisions(Conformed) Phase 1: Shattuck Ave S Stormwater Bypass July 2009 SP-38 1 of the contract. A breakdown that does not conform to the DBE Utilization Certification or that demonstrates a lesser amount of DBE participation than that included in the Certification 3 will be returned for correction.The contract will not be executed by the Contracting Agency 4 until a satisfactory breakdown has been submitted. 5 6 (2) A list of all firms who submitted a bid or quote in an attempt to participate in this project `` 7` whether they were successful or not. Include the correct business name, federal employer ti, 8 identification number(optional)and a mailing address. 9 10 The firms identified by the Contractor may be contacted to solicit general information as 11 follows: 12 13 1. age of the firm 14 15 2. average of its gross annual receipts over the past three years 16 L17Procedures After Execution 1. Reporting 19 The Contractor shall submit a"Quarterly Report of Amounts Credited as DBE Participation" 20 (actual payments) on a quarterly basis for any calendar quarter in which DBE work is 21 accomplished or upon completion of the project,as appropriate.The quarterly reports are due 22 on January 20th,April 20th, July 20th, and October 20th of each year. The dollars reported • 23 will be in accordance with the"Counting DBE Participation"section of this specification. 24 25 In the event that the payments to a DBE have been made by an entity other than the Prime 26 Contractor(as in the case of a lower-tier subcontractor or supplier),then the Prime Contractor 27 shall obtain the quarterly report, including the signed affidavit, from the paying entity and 28 submit the report to the Contracting Agency. 29 30 Damages for Noncompliance 31 When a Contractor violates the DBE provisions of the contract, the Contracting Agency may 32 incur damages. These damages consist of additional administrative costs including, but not 1 33 limited to,the inspection,supervision,engineering,compliance,and legal staff time and expenses 34 necessary for investigating,reporting, and correcting violations as well as loss of federal funding. 35 Damages attributable to a Contractor's violations of the DBE provisions may be deducted from 36 progress payments due to the Contractor or from retainage withheld by the Contracting Agency as 37 allowed by RCW 60.28.021. Before any money is withheld,the Contractor will be provided with 38 a notice of the basis of the violations and an opportunity to respond. 39 40' The Contracting Agency's decision to recover damages for a DBE violation does not limit its 1- 41 ability to suspend or revoke the Contractor's pre-qualification status or seek other remedies as 42 allowed by federal or state law. In appropriate circumstances, the Contracting Agency may also 43 refer the Contractor to state or federal authorities for additional sanctions. 44 L . 45 Required Disadvantaged Business Enterprise Provisions 46 The Contractor shall not discriminate on the basis of race, color, national origin, or sex in the 47 performance of this contract.The Contractor shall carry out applicable requirements of 49 CFR 48 Pert,26,in the award and administration of contracts, which contain funding assistance from the it49 , United States Department of Transportation. Failure by the Contractor to carry out these 50 requirements is a material breach of this contract, which may result in the termination of this 51 contract or such other remedy as the Contracting Agency deems appropriate. LRainier Ave S(SR 167)Improvements Project Special Provisions(Conformed) Phase 1: Shattuck Ave S Stormwater Bypass July 2009 SP-39 1 2 If the Contractor does not comply with any part of its contract as required under 49 CFR part 26, 3 and/or any other applicable law or regulation regarding DBE, the Contracting Agency may 4 withhold payment,suspend,or terminate the contract,and subject the Contractor to civil penalties 5 of up to ten percent of the amount of the ontract for each violation. In the case of WSDOT 6 contracts, repeated violations, exceeding a single violation, may disqualify the Contractor from 7 further participation in WSDOT contracts for a period of up to three years. An apparent low 8 bidder must be in compliance with these contract provisions as a condition precedent to the 9 granting of a notice of award by the Contracting Agency. The Contractor is entitled to request an 10 adjudicative proceeding with respect to the Contracting Agency's determination of contract 11 violation and assessed penalties by filing a written application within thirty days of receipt of 12 notification. The adjudicative proceeding, if requested, will be conducted by an administrative 13 law judge pursuant to the procedures set forth in RCW 34.05 and Chapter 10.08 of the 14 Washington Administrative Code. 15 II 16 Payment 17 Compensation for all costs involved with complying with the conditions of this specification and any 18 associated DBE requirements is included in payment for the associated contract items of work. 19 20 1-07.12 Federal Agency Inspection 21 (March 13, 1995 WSDOT GSP) 22 23 Supplement Section 1-07.12 with the following: 24 25 Required Federal Aid Provisions ii 26 The Required Contract Provisions Federal Aid Construction Contracts (FHWA 1273) and the 27 amendments thereto supersede any conflicting provisions of the Standard Specifications and are made 28 a part of this contract;provided,however,that if any of the provisions of FHWA 1273, as amended, 29 are less restrictive than Washington State Law,then the Washington State Law shall prevail. 30 31 The provisions of FHWA 1273, as amended, included in this contract require that the Contractor 32 insert the FHWA 1273 and amendments thereto in each subcontract, together with the wage rates 33 which are part of the FHWA 1273, as amended. Also, a clause shall be included in each subcontract 34 requiring the subcontractors to insert the FHWA 1273 and amendments thereto in any lower tier 35 subcontracts, together with the wage rates. The Contractor shall also ensure that this section, 36 REQUIRED FEDERAL AID PROVISIONS, is inserted in each subcontract for subcontractors and 37 lower tier subcontractors. For this purpose, upon request to the Project Engineer, the Contractor will 38 be provided with extra copies of the FHWA 1273,the amendments thereto,the applicable wage rates, 39 and this Special Provision. 111 40 1-07.13 Contractor's Responsibility for Work 41 1-07.13(4) Repair of Damage 42 (August 6,2001 WSDOT GSP) 43 44 Revise the first paragraph of Section 1-07.13(4)to read: 45' 46 The Contractor shall promptly repair all damage to either temporary or permanent work as directed by 47 the Engineer. For damage qualifying for relief under Sections 1-07.13(1), 1-07.13(2) or 1-07.13(3), R. I Rainier Ave S(SR 167)Improvements Project Special Provisions(Conformed) Phase 1: Shattuck Ave S Stormwater Bypass July 2009 `t a' SP-40 1 payment will be made in accordance with Section 1-04.4. Payment will be limited to repair of lir 2 damaged work only.No payment will be made for delay or disruption of work. ii: 3 1-07.16 Protection And Restoration Of Property 4 1-07.16(4) Archaeological And Historical Objects 5 (December 6, 2004 WSDOT GSP) 6 6 7 Supplement Section 1-07.16(4)with the following: 8 9 The project area potentially contains archaeological or historical objects that may have significance 10 from a historical or scientific standpoint. To protect these objects from damage or destruction, the 11 Contracting Agency, at its discretion and expense,may monitor the Contractor's operations, conduct • 12 various site testing and perform recovery and removal of such objects when necessary. iiii, 13 14 The Contractor may be required to conduct its operations in a manner that will accommodate such 15 activities,including the reserving of portions of the work area for site testing, exploratory operations 16 and recovery and removal of such objects as directed by the Engineer.If such activities are performed 17 by consultants retained by the Contracting Agency,the Contractor shall provide them adequate access 18 to the project site. 19 20 Added work necessary to uncover, fence, dewater, or otherwise protect or assist in such testing, 21 exploratory operations and salvaging of the objects as ordered by the Engineer shall be paid by force 22 account as provided in Section 1-09.6. If the discovery and salvaging activities require the Engineer 23 to suspend the Contractor's work, any adjustment in time will be determined by the Engineer 24 pursuant to Section 1-08.8. 25 • 26 To provide a common basis for all bidders, the Contracting Agency has entered an amount for the 27 item "Archaeological and Historical Salvage" in the Proposal to become a part of the total bid by • 28 the Contractor. 29 1-07.17 Utilities and Similar Facilities 30 (April 2, 2007 WSDOT GSP) 31 32 Supplement Section 1-07.17 with the following: 33 lii 34 Locations and dimensions shown in the Plans for existing facilities are in accordance with available 35< information obtained without uncovering,measuring,or other verification. 36 37 Public and private utilities, or their Contractors, will furnish all work necessary to adjust, relocate, 38 replace, or construct their facilities unless otherwise provided for in the Plans or these Special 39 Provisions. Such adjustment, relocation, replacement, or construction will be done during the 40' prosecution of the work for this project. It is anticipated that utility adjustment, relocation, 41 replacement or construction within the project limits will be completed as follows: 42 43 • Puget Sound Energy will relocate gas main. 44 • Puget Sound Energy will relocate underground power line and utility poles. 45 ' • Comcast will relocate buried cable. ii, 46 • Qwest will relocate telephone pedestal. 47' • Verizon Business will relocate fiber optic lines. t L ...Ave S(SR 167)#mprovements Project Special Provisions(Conformed) Phase 1: Shattuck Ave S Stormwater Bypass July 2009 SP-41 1 • Al'stream will relocate fiber optic lines. 2 • City of Renton,Maintenance Division,Water Department will perform water service connection 3 as specified in the special provisions. 4 5 The Contractor shall attend a mandatory utility preconstruction meeting with the Engineer, all 6 affected subcontractors,and all utility owners and their contractors prior to beginning onsite work. 7 8 The following addresses and telephone numbers of utility companies or their Contractors that will be fp 9 adjusting, relocating, replacing or constructing utilities within the project limits are supplied for the 10 Contractor's use: 11 Puget Sound Energy BNSF Railway Company Contact:Kathy Johnson Contact:Todd Kuhn Municipal Construction Planning Dept. Manager Public Projects PO Box 97034 EST-11W 2454 Occidental Ave. South,Suite IA Bellevue,WA 98009 Seattle, WA 98134 Phone:425-462-3381 Phone: 206-625-6146 Cell:206240-2482 Qwest Verizon Business Contact:Tiffany Kuhn (Fiber Optic on BNSF property) 23315 66th Ave. S Contact:Michael Fullmer Kent,WA 98032 Verizon Services Operations Phone:253-372-5445 11311 NE 120th St. Pager: 877-387-2286 Kirkland,WA 98034 ATTN: OSP Engineering Phone: 206-409-1260 Comcast Cable Alistream Contact:Bill Walker (Fiber Optic on BNSF property) 4020 Auburn Way N Contact:Dennis Gearhart Auburn,WA 98002 Plantec Cable Management Phone:253-288-7538 14241 NE Woodinville-Duvall Rd.,PMB 305, Cell:206-255-6975 Woodinville, WA 98072 Phone: 360-305-2114 Renton-Water Maintenance Dept. AT&T Contact: George Stahl (Fiber Optic in City ROW) Field Maintenance Shops Contact:Josh Coggins 3555 NE 2nd Street AT&T Cable Maintenance Renton,WA 98056 11241 Willows Rd.NE, Suite 130 Phone: 425-430-7400 Redmond,WA 98052 Phone:425-896-9830 Cell:253-209-0260 Renton—Surfacewater/Wastewater Renton—Information Services it Maintenance Dept. (City owned Fiber Optic) ji Contact:Richard Marshall or Stan Job Contact:Ron Hansen Field Maintenance Shops Renton City Hall- 1st Floor 3555 NE 2nd Street 1055 South Grady Way Renton,WA 98056 Renton,WA 98057 Phone:425-430-7400 Phone:425-430-6873 12 13 1-07.17(3) Interruption of Services Rainier Ave S(SR 167)Improvements Project Special Provisions(Conformed) Phase 1: Shattuck Ave S Stormwater Bypass July 2009 SP-42 r 1 1 (***** ilio2 Section 1 -07.17(3)is a new section: 3' 4 Whenever in the course of the construction operation it becomes necessary to cause an outage of 5 utilities, it shall be the Contractor's responsibility to notify the affected users and Engineer not less 6 than 48 hours in advance of such outage.The Contractor shall make reasonable effort to minimize the 7 duration of outages, and shall estimate the length of time service will be interrupted and so notify the 8 users. In the case of any utility outage that has exceeded or will exceed four hours, user contact shall 9 again be made. Temporary service, if needed, will be arranged by the Contractor at no cost to the L 10 Owner, 11 12 Overhead lighting outages shall not exceed 24 hours. All cost to the Contractor for providing 13 temporary overhead lighting to meet the above requirements shall be incidental to the various unit and r fi 14 lump sum items of the Contract,no separate payment will be made. L 15 16 1-07.17(4) Utility Potholing and Resolution of Utility Conflicts L17 (*****) I 8 19 Section 1-07.17(4)is a new section: 20 21 In no way shall the work described under Utility Potholing or Resolution of Utility Conflicts relieve 22 the Contractor of any of the responsibilities described in Section 1-07.17 of the Standard k23 Specifications and Special Provisions,and elsewhere in the Contract Documents. 24 25 Utility Potholing 26Potholing is included as a bid item for use in determining the location of existing utilities in advance 1,,, 27 of the Contractor's operations. The Contractor shall submit all potholing requests to the Engineer for 28 approval, at least 2 working days before potholing is scheduled. Additionally, the Contractor shall 29 provide potholing at Engineer's request. it 30 31 Resolution of Utility Conflicts 32 Resolution of utility conflicts is included as a bid item for use in resolving utility conflicts that are 33 identified during the course of construction. 34 35` Payment 36 Payment will be made at the discretion of the Engineer, for the following bid items in accordance 37 with Section 1-09.6 of the Standard Specifications and these Special Provisions: 38 It39 "Utility Potholing",Force Account 40 "Resolution of Utility Conflicts",Force Account iii ...... it F` Rainr Ave S(SR 167)Improvements Project Special Provisions(Conformed) Phase 1: Shattuck Ave S Stormwater Bypass July 2009 SP-43 1 1-07.18 Public Liability and Property Damage Insurance 2 Delete section 1-07.18 in its entirety,and replace it with the following: 3 4 1-07.18 Insurance 5 (May 10,2006 APWA GSP) 6 7 1-07.18(1) General Requirements 8 9 A. The Contractor shall obtain the insurance described in this section from insurers approved by the 10 State Insurance Commissioner pursuant to RCW Title 48. The insurance must be provided by an 11 insurer with a rating of A-: VII or higher in the A.M.Best's Key Rating Guide,which is licensed 12 to do business in the state of Washington (or issued as a surplus line by a Washington Surplus 13 lines broker). The Contracting Agency reserves the right to approve or reject the insurance 14 provided,based on the insurer(including financial condition),terms and coverage,the Certificate 15 of Insurance,and/or endorsements. 16 17 B. The Contractor shall keep this insurance in force during the term of the contract and for forty-five ig 18 (45)days after the Physical Completion date,unless otherwise indicated(see C.below). 19 3 20 C. If any insurance policy is written on a claims made form, its retroactive date, and that of all 21 subsequent renewals, shall be no later than the effective date of this Contract. The policy shall 22 state that coverage is claims made, and state the retroactive date. Claims-made form coverage 23 shall be maintained by the Contractor for a minimum of 36 months following the Final 24 Completion or earlier termination of this contract, and the Contractor shall annually provide the 25 Contracting Agency with proof of renewal. If renewal of the claims made form of coverage 26 becomes unavailable, or economically prohibitive, the Contractor shall purchase an extended 27 reporting period ("tail") or execute another form of guarantee acceptable to the Contracting 28 Agency to assure financial responsibility for liability for services performed. 29 111 30 D. The insurance policies shall contain a"cross liability"provision. 11, 31 32 E. The Contractor's and all subcontractors' insurance coverage shall be primary and non- 33 contributory insurance as respects the Contracting Agency's insurance, self-insurance, or 34 insurance pool coverage. 35 36 F. All insurance policies and Certificates of Insurance shall include a requirement providing for a 37 minimum of 30 days prior written notice to the Contracting Agency of any cancellation in any 38 insurance policy. 39 40 G. Upon request,the Contractor shall forward to the Contracting Agency a full and certified copy of 41 the insurance policy(s). 42 43 H. The Contractor shall not begin work under the contract until the required insurance has been 44 obtained and approved by the Contracting Agency. 45 11 46 I. Failure on the part of the Contractor to maintain the insurance as required shall constitute a III 47 material breach of contract,upon which the Contracting Agency may,after giving five business 48 days notice to the Contractor to correct the breach,immediately terminate the contract or,at its 49 discretion,procure or renew such insurance and pay any and all premiums in connection 50 therewith,with any sums so expended to be repaid to the Contracting Agency on demand,or at I Rainier Ave S(SR 167)Improvements Project Special Provisions(Conformed) Phase 1: Shattuck Ave S Ston:nwater Bypass July 2009 SP-44 1 the sole discretion of the Contracting Agency,offset against funds due the Contractor from the 2 Contracting Agency. 3 4 J. All costs for insurance shall be incidental to and included in the unit or lump sum prices of the 5 contract and no additional payment will be made. 6 7 1-07.18(2) Additional Insured 9 All insurance policies,with the exception of Professional Liability and Workers Compensation, shall 101 name the following listed entities as additional insured(s): 1 12 • the Contracting Agency and its officers,elected officials,employees, agents,and volunteers 13 14 The above-listed entities shall be additional insured(s) for the full available limits of liability I 15 maintained by the Contractor, whether primary, excess, contingent or otherwise, irrespective of 16 whether such limits maintained by the Contractor are greater than those required by this Contract,and 17 irrespective of whether the Certificate of Insurance provided by the Contractor pursuant to 1-07.18(3) 18 describes limits lower than those maintained by the Contractor. 19 20 1-07.18(3) Subcontractors 21 22 Contractor shall ensure that each subcontractor of every tier obtains and maintains at a minimum the 23 insurance coverages listed in 1-07.18(5)A and 1-07.18(5)B. Upon request of the Contracting Agency, 24 the Contractor shall provide evidence of such insurance. 25 26 1-07.18(4) Evidence of Insurance is 27 28 The Contractor shall deliver to the Contracting Agency a Certificate(s) of Insurance and 29 endorsements for each policy of insurance meeting the requirements set forth herein when the L30 Contractor delivers the signed Contract for the work. The certificate and endorsements must conform 31 to the following requirements: 32 t33 1. An ACORD certificate or a form determined by the Contracting Agency to be equivalent. 34 2. Copies of all endorsements naming Contracting Agency and all other entities listed in 1-07.18(2) 35 as Additional Insured(s), showing the policy number. The Contractor may submit a copy of any 36 blanket additional insured clause from its policies instead of a separate endorsement. A statement iv 37 of additional insured status on an ACORD Certificate of Insurance shall not satisfy this 38 requirement. 39 3. Any other amendatory endorsements to show the coverage required herein. 40 41 1-07.18(5) Coverages and Limits 42 43 The insurance shall provide the minimum coverages and limits set forth below. Providing coverage 44 in these stated minimum limits shall not be construed to relieve the Contractor from liability in excess 45 of such limits. All deductibles and self-insured retentions must be disclosed and are subject to 46 approval by the Contracting Agency. The cost of any claim payments falling within the deductible 47 shall be the responsibility of the Contractor. 48 49 1-07.18(5)A Commercial General Liability 50' 51 A policy of Commercial General Liability Insurance,including: Rainier Ave S(SR 167)Improvements Project Special Provisions(Conformed) ti Phase 1: Shattuck Ave S Stormwater Bypass July 2009 SP-45 I 1 2 Per project aggregate 3 Premises/Operations Liability 4 Products/Completed Operations for a period of one year following final acceptance of the work. 5 Personal/Advertising Injury 6 Contractual Liability 7 Independent Contractors Liability 8 Stop Gap/Employers'Liability IP 9 Explosion,Collapse,or Underground Property Damage()CCU) 10 Blasting (only required when the Contractor's work under this Contract includes exposures to 11 which this specified coverage responds) 12 13 Such policy must provide the following minimum limits: $1,000,000 Each Occurrence $2,000,000 General Aggregate $1,000,000 Products&Completed Operations Aggregate $1,000,000 Personal&Advertising Injury,each offence 14 15 Stop Gap/Employers' Liability: 3 $1,000,000 Each Accident $1,000,000 Disease-Policy Limit $1,000,000 Disease-Each Employee 16 17 1-07.18(5)B Automobile Liability 18 19 Automobile Liability for owned, non-owned, hired, and leased vehicles, with an MCS 90 20 endorsement and a CA 9948 endorsement attached if "pollutants" are to be transported. Such 21 policy(ies)must provide the following minimum limit: 22 $1,000,000 combined single limit 23 24 1-07.18(5)C Workers' Compensation 25 26 The Contractor shall comply with Workers' Compensation coverage as required by the Industrial 27 Insurance laws of the state of Washington. 28 29 1-07.18(5)F Excess or Umbrella Liability 30 (May 10, 2006APWAGSP) 31 32 Add Section 1-07.18(5)F: 33 34 The Contractor shall provide Excess or Umbrella Liability coverage at limits of $1 million per 11 35 occurrence and annual aggregate. This excess or umbrella liability coverage shall apply, at a 36 minimum,to both the Commercial General and Auto insurance policy coverage. 37 38 This requirement may be satisfied instead through the Contractor's primary Commercial General and 39 Automobile Liability coverage,or any combination thereof. 40 41 1-07.18(5)H Professional Liability Rainier Ave S(SR 167)Improvements Project Special Provisions(Conformed) Phase 1: Shattuck Ave S Stormwater Bypass July 2009 l .: SP-46 tia 1 (May 10, 2006 APWA GSP) 2 3 Add Section 1-07.18(5)H: 4 ill 5 The Contractor and/or its Subcontractor and/or its design consultant providing construction 6 management, value engineering, or any other design-related non-construction professional services 7 shall provide evidence of Professional Liability insurance covering professional errors and omissions. lit 8 Such policy must provide the following minimum limits: 9 $1,000,000 per Claim I, 10 i 1 If the scope of such design-related professional services includes work related to pollution conditions, lit, 12 the Professional Liability insurance shall include Pollution Liability coverage. 13 14 If insurance is on a claims made form, its retroactive date,and that of all subsequent renewals, shall 15 be no later than the effective date of this Contract. 16 17 1-07.18(6) Relations With Railroad 18 (August 7, 2006, WSDOT GSP) 19 20 Add Section 1-07.18(6): 21 22 Railroad Company, as used in the following specifications, shall be the railroad company or 23 companies, or railway company or companies specified in these Special Provisions. The following 24 provisions, though referring to a single Railroad Company, shall be applicable to each of the 25 following railroad companies or railway companies: 26 27 BNSF Railway Company 28 iii 29 Protection of Railroad Property 30 The Contractor shall exercise care in all operations and shall,at the Contractor's expense, protect the 31 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 33 Contractor's operations. The Contractor shall prosecute the work to not interfere with the Railroad 34 Company or its appurtenances, or any of the Railroad Company's trains or facilities, and shall 35 complete the work to a condition that shall not interfere with or menace the integrity or safe and 36 successful operations of the Railroad Company or its appurtenances, or any of the Railroad 37 Company's trains or facilities. 38 39 The Contractor shall not transport equipment, machinery, or materials across the Railroad Company's 40 tracks,except at a public crossing,without the written consent of the Railroad Company. 41 it 42 The Contractor shall keep the right of way and ditches of the Railroad Company open and clean from 43 any deposits or debris resulting from its operations.The Contractor shall be responsible for the cost to 44 clean and restore ballast of the Railroad Company which is disturbed or becomes fouled with dirt or L45 materials when such deposits or damage result from the Contractor's operations, except as provided 46 elsewhere. 47 48 The Contractor's work shall be conducted in such a manner that there will be a minimum of 49 interference with the operation of railroad traffic. The Railroad Company will specify what periods Li Rainier Ave S(SR 167)Improvements Project Special Provisions(Conformed) Phase 1: Shattuck Ave S StorntwaterBypass July 2009 SP-47 I 1 will be allowed the Contractor for executing any part of the work in which the Railroad Company's 2 tracks will be obstructed or made unsafe for operation of railroad traffic. 3 4 In the event that an emergency occurs in connection with the work specified, the Railroad Company 5 reserves the right to do any and all work that may be necessary to maintain railroad traffic. If the 6 emergency is caused by the Contractor,the Contractor shall pay the Railroad Company for the cost of 7 such emergency work. 8 9 Protective services to protect the Railroad Company's facilities, property, and movement of its trains 10 or engines, including railroad flagging and other devices,may be required by the Railroad Company 11 as a result of the Contractor's operations. 12 13 The nature and extent of protective services, personnel and other measures required will in all cases 14 be determined by the Railroad Company. Nothing in these specifications will limit the Railroad 15 Company's right to determine and assign the number of personnel, the classes of personnel for 16 protective services,nor other protective measures it deems necessary. 17 18 When, in the opinion of the Railroad Company, the services of flaggers or security personnel are 19 necessary for the protection of the Railroad Company's facilities by reason of the Contractor's 20 operations,the Railroad Company will furnish such flaggers or security personnel as may be required. 21 The Contractor shall notify the Railroad Company a minimum of thirty(30)calendar days in advance 22 of whenever the Contractor is about to perform work adjacent to the tracks to enable the Railroad 23 Company to provide flagging or other protective service. 24 25 The Railroad Company's contact is: 26 27 Todd Kuhn 28 Manager Public Projects 29 BNSF Railway Company 30 2454 Occidental Ave. So. Suite 1A 31 Seattle, WA 98134 32 Phone: (206)625-6146 33 34 No act of the Railroad Company in supervising or approving any work shall reduce or in any way 35 affect the liability of the Contractor for damages,expense, or cost which may result to the Railroad 36 Company from the construction of this Contract. 37 38 Unless otherwise provided, all personnel assigned by the Railroad Company, other than those 39 engaged in performing work by the Railroad Company as listed under Construction Work by Railroad 40 Company,will be considered protective personnel. 41 42 In general,the Railroad Company will furnish protective services: 43 44 a. For any excavation below the elevation of the track subgrade, if in the opinion of the Railroad 45 Company's representative, the track or other railroad facilities may be subject to settlement or 46 movement. 47 48 For all work over or adjacent to the track if, in the opinion of the Railroad Company's 49 representative,said work represents a hazard to the Railroad Company. 50 III I Rainier Ave S(SR 167)Improvements Project Special Provisions(Conformed) Phase 1: Shattuck Ave S Stonnwater Bypass July 2009 SP-48 1 b. During any clearing, grubbing, grading, or blasting in proximity to the facilities,which in the 2 opinion of the Railroad Company's representative, may endanger or interfere with railroad 3 facilities or operations. 4 5 c. When any of the Contractor's operations take place within or near railroad right of way and, in the 6 opinion of the Railroad Company's representative, could endanger railroad facilities or create a 7hazard to railroad operations. Communications Linemen or Signalmen may be used to protect L 8 communications and signal facilities,if deemed necessary by the Railroad Company. 9 10L There will be no cost to the Contractor for the railroad protective services unless such services result 11 from the Contractor's failure to comply with the terms and conditions of its contract with the 12 Contracting Agency or with its Contractor's Right of Entry Agreements with the Railroad Companies. 13 it 14 Construction Work by Railroad Company 15 The work by the Railroad Company as described below will be performed by the Railroad Company 16 with its own forces at no cost to the Contractor: 17 18 None 19 20 All work which is performed by the Railroad Company at the Contractor's request and which is for 21 the Contractor's benefit or convenience shall be at the Contractor's expense and the Contractor shall 22 reimburse the Railroad Company for all costs for such work. 23 24 The Contractor shall cooperate with the Railroad Company and so conduct operations that the 25 necessary reconstruction of its facilities and the removal of existing facilities can be accomplished 26 without interruption of service. 27 28 Railroad Protective Liability Insurance 29 The Contractor shall protect the Railroad Company and any other railroad company occupying or tit 30 using the Railroad Company's rights of way or lines of railroad against all loss and damages arising 31 from activities of the Contractor or the Contractor's forces or any of the Contractor's subcontractors or 32 agents. 1, 33 34 The Contractor shall furnish for each Railroad Company the original and three certified copies of a 35 Railroad Protective Liability Insurance Policy, naming the Railroad Company as the insured and 36 providing for protection to the Railroad Company in the manner and form described in the Railroad 37 Protective Liability Form as set forth below. 38 39' Said insurance shall be executed by,a corporation qualified to write insurance in the State of 40 Washington in form and substance satisfactory to the Railroad Company and shall be delivered to the it/ 41 Engineer. The Engineer will submit the insurance to the Railroad Company for its approval. The ' 42 Contractor shall not enter upon or use the Railroad Company's property until notified by the Engineer 43 ` of the Railroad Company's approval. The various blank sections of the Railroad Protective Liability 44 Form shall contain the following information: 45 iii 46 Named Insured: 47 48 BNSF Railway Company 49 50 Limits of Liability: 51 LI Rainier Ave S(SR 167)Improvements Project Special Provisions(Conformed) Phase 1: Shattuck Ave S Stormwater Bypass July 2009 SP-49 I 1 The combined single limit of the insurance company's liability under this policy to the insured 2 shall be not less than$2,000,000 for all damages arising out of bodily injuries to or death of any 3 person or persons and for all damages arising out of loss or destruction of or injury or damage to 4 property in any one occurrence and$6,000,000 aggregate during the policy period. Said insurance 5 policy executed by a corporation qualified to write the same in the State of Washington, shall be 6 in form and substance satisfactory to the Railroad Company and shall be delivered to and 7 approved by the Railroad Company prior to the entry upon or use of its property by the 8 Contractor. ig 9 10 All insurance specified above shall be carried until the physical completion date of the contract as 11 described in Section 1-08.5 except as stated herein. 12 13 When all the work involving construction activities within or immediately adjacent to the railroad 14 right of way is completed, the Contractor may make a written request the Engineer to be relieved of 15 the responsibility to continue 1 all or part of the insurance specified above.If the Engineer deems the 16 portion of the work in that area is complete, the Engineer may approve the Contractor's request. 17 However, if for any reason the Contractor resumes or starts any new work in that area (including 18 being ordered to do so by the Engineer),the insurance shall be reinstated by the Contractor before the 19 work is started. If the insurance must be reinstated because of the Contractor's operations or failure of 20 the Contractor to perform all the contract requirements,the costs shall be the responsibility of the` 21 Contractor.If the insurance must be reinstated because of changes to the contract, the costs will be 22 considered in accordance with Section 1-04.4. 23 24 Other Insurance Requirements 25 For other insurance requirements see Exhibit"C-1", "Agreement between BNSF Railway Company 26 and the Contractor"located in Appendix C of the Bid Documents. 27 28 Commercial General Liability Insurance 29 A certificate of insurance providing proof of said Insurance, executed by a corporation qualified to 30 write the same in the State of Washington, in form and substance satisfactory to the Railroad 31 Company,shall be delivered to and approved by the Railroad Company prior to the entry upon or use 32 of the Railroad 20 Company's property by the Contractor. 33 34 1-07.18(7) Contractor's Right of Entry and Insurance Requirements-BNSF 35 (August 7, 2006 WSDOT GSP) 36 37 Add Section 1-07.18(7): 38 39 No work shall commence within BNSF Railway Company(BNSF)right of way until the Contractor 40 has executed, delivered, and received in return the fully executed Contractor's Right-of-Entry 11 41 Agreement from BNSF, and has obtained all of the insurance required by the Railroad. All work 42 within BNSF's right of way shall be in accordance with BNSF's Contractor Requirements and the 43 Contractor's Right of Entry Agreement(See Appendices). 44 45 The Contractor, its subcontractors or agents,shall at its own expense,obtain and maintain in force all 46 insurance required by BNSF until the completion date of the contract as described in Section 1-08.5 47 except as stated herein. 48 49 When all the work involving construction activities within or immediately adjacent to the Railroad 50 right of way is completed,the Contractor may make a written request to the Engineer to be relieved of 51 the responsibility to continue the insurance required by BNSF. If the Engineer deems the portion of Rainier Ave S-(SR 167)Improvements Project Special Provisions(Conformed) Phase 1: Shattuck Ave S Stormwater Bypass July 2009 SP-50 L1 the work in that area is complete,the Engineer may approve the Contractor's request. However, if for 2 • any reason the Contractor resumes or starts any new work in that area(including being ordered to do 3 so by the Engineer),the insurance shall be reinstated by the Contractor before the work is started. If 4 the insurance must be reinstated because of the Contractor's activities or failure of the Contractor to 5 perform all the contract requirements, the costs shall be the responsibility of the Contractor. If the 6 insurance must be reinstated because of changes to the contract, the costs will be considered in '" 7 accordance with Section1-04.4. 8 1-07.23 Public Convenience And Safety Li 9 1-07.23(1) Construction Under Traffic 10 (April 2, 2007 WSDOT GSP) 11 12 Supplement Section 1-07.23(1)with the following: at 13 14 Work Zone Clear Zone 15 The Work Zone Clear Zone (WZCZ) applies during working and nonworking hours.The WZCZ 16 applies only to temporary roadside objects introduced by the Contractor's operations and does not 17 apply to preexisting conditions or permanent Work. Those work operations that are actively in 18 progress shall be in accordance with adopted and approved Traffic Control Plans, and other contract 19 requirements. 20 21 During nonworking hours equipment or materials shall not be within the WZCZ unless they are 22 protected by permanent guardrail or temporary concrete barrier. The use of temporary concrete 23 barrier shall be permitted only if the Engineer approves the installation and location. 24 25 During actual hours of work,unless protected as described above, only materials absolutely necessary 26 to construction shall be within the WZCZ and only construction vehicles absolutely necessary to 27 construction shall be allowed within the WZCZ or allowed to stop or park on the shoulder of the 28 roadway. 29 30 The Contractor's nonessential vehicles and employees private vehicles shall not be permitted to park 31 within the WZCZ at any time unless protected as described above. 32 33 Deviation from the above requirements shall not occur unless the Contractor has requested the 34 deviation in writing and the Engineer has provided written approval. 35 36 Minimum WZCZ distances are measured from the edge of traveled way and will be determined as 37 follows: 38 39 Minimum Work Zone Clear Zone Distance Posted Speed Distance From Iht Traveled Way (Feet) 35 mph or less 10 40 mph 15 45 to 55 mph 20 60 mph or 30 I greater is 40 *or 2-feet beyond the outside edge of sidewalk 41 Rainier Ave S(SR 167)Improvements Project Special Provisions(Conformed) Phase 1: Shattuck Ave S Stormwater Bypass July 2009 SP-51 I 1 1-07.23(2) Construction and Maintenance of Detours 2 (December 1, 2008 WSDOT GSP) 3 4 Supplement Section 1-07.23(2)with the following: 5 6 Pedestrian Control and Protection 7 If no alternative is proposed within the contract plans,all existing pedestrian routes and access points 8 within the project limits,including sidewalks and crosswalks, shall remain open and clear at all times. ill 9 The Contractor may propose Traffic Control Plans (TCP's) that comply with the MUTCD, ADA 10 requirements,and these Specifications.Contractor proposed TCP's detailing the alternative accessible 11 pedestrian route shall be approved by the Engineer prior to implementation. The plans will either be 111 12 returned for correction,approved as noted, or approved for use by the end of a 10-day review period. 13 Each time the plan is returned for correction,an additional 10-day review period may be necessary. 14 15 When the Engineer allows work areas to encroach upon a sidewalk or crosswalk area, and minimum 16 clear width of 48-inches cannot be maintained for pedestrian use, an alternative accessible pedestrian 17 route shall be provided. Separation of pedestrians from the work area and vehicular traffic is required. 18 19 Protective barricades, fencing, and bridges, together with warning and guidance devices and signs, 20 shall be utilized so that the passageway for pedestrians is safe,well defined and accessible. Whenever 21 pedestrian walkways are provided across excavations, they shall be provided with suitable handrails. 22 Foot bridges shall be safe, strong, and free of bounce and sway, have a slip resistant coating, and be 23 free of cracks, holes and irregularities that could cause tripping. Ramps, with a maximum slope of 11 24 8.3%, shall be provided at the entrance and exit of all raised footbridges.The maximum cross slope 25 shall be 2.0%. When the existing facility is illuminated or TCP's requires illumination, illumination 26 shall be provided during the hours of darkness. Retroreflective delineation shall be provided during 27 hours of darkness. 28 29 Where accessible pedestrian routes are allowed to be closed by the Engineer during construction, an 30 alternate accessible pedestrian route shall be provided that complies with the MUTCD, ADA 31 requirements and these Specifications. The alternate accessible pedestrian route shall not have abrupt 32 changes in grade or terrain.Barriers and"channelizing devices shall be detectable to pedestrians who 33 have visual disabilities. Where it is necessary to divert pedestrians into the roadway, barricading or 34 channelizing devices shall be provided to separate the pedestrian route from the adjacent vehicular 35 traffic lane.Barricading or channelizing devices used to separate pedestrian and vehicular traffic shall 36 be crashworthy and, when struck by vehicles, present a minimum threat to pedestrians, workers, and II 37 occupants of impacting vehicles. At no time shall pedestrians be diverted into a portion of the street 38 used concurrently by moving vehicular traffic. 39 40 In addition the Traffic Control Plan shall address the following: 41 • All pedestrians,including persons with disabilities, shall be provided with a safe and accessible 42 route. 111 43 • The width of the existing pedestrian facility shall be maintained if possible. When it is not 11 44 possible to maintain a minimum width of 60-inches throughout the entire length of the pedestrian 45 route, a minimum width of 48-inches shall be provided with 60-inch x 60-inch passing zones 46 spaced at maximum intervals of 200-feet to allow individuals in wheelchairs to pass. 47 • Traffic control devices and other construction materials and features shall not intrude into the 48 usable width of the sidewalk,alternate accessible pedestrian route,or other pedestrian facility. 49 • Signs and other devices mounted lower than 84-inches above the temporary accessible pedestrian 50 route shall not project more than 4-inches into the accessible pedestrian route. Rainier Ave S(SR 167)Improvements Project Special Provisions(Conformed) Phase 1: Shattuck Ave S Stormwater Bypass July 2009 SP-52 l • A smooth,continuous hard surface shall be provided throughout the entire length and width of the 2 pedestrian route throughout construction. There shall be no curbs or vertical elevation changes 3 greater than %2-inch in grade or terrain that could cause tripping or be a barrier to wheelchair use. 4' Vertical elevation differences between 1/4-inch and 'A-inch shall be beveled at a maximum 2:1 5' slope. 6 • When channelization is used to delineate a pedestrian pathway, a continuous detectable edging 7 shall be provided throughout the length of the facility such that pedestrians using a cane can 8 follow it. Edging shall protrude at least 6-inches above the surface of the sidewalk or pathway 9 with the bottom of the edging a maximum of 2-1/2 inches above the surface. 10 • Temporary ramps shall be provided when an alternate accessible pedestrian route crosses a curb 11 and no permanent curb ramps are in place.The width of the curb ramp shall be a minimum of 48- 12 inches and the maximum slope of the ramp shall be 8.3%. The maximum cross slope shall be 13 2.0%. The bottom of the curb ramp shall be flush with the Roadway. Temporary detectable It 14 warning mats shall be installed at street crossings. 15 • When possible,an alternate accessible pedestrian route shall be provided on the same side of the 16 street as the disrupted route.When it is not possible,the alternate route shall be clearly identified L17 at the nearest intersection crossing prior to the closure area. 18 • Information regarding closed pedestrian routes, alternate crossings, and sign and signal 19 information shall be communicated to pedestrians with visual disabilities by providing devices 20 such as audible information devices, accessible pedestrian signals, or barriers and channelizing 21 devices that are detectable to the pedestrians traveling with the aid of a cane or who have low 22 vision. L 23 • It is desirable that pedestrians cross to the opposite side of the roadway at intersections rather than 24 mid-block. Appropriate signing shall be placed at the intersections prior to any pedestrian route 25 closure. 26 • If not otherwise stated in the contract provisions, access to transit stops shall be provided and Li 27 maintained at all times. Transit stops may be temporarily relocated with approval of the transit 28 agency and the Project Engineer. 29 • At locations where adjacent alternate walkways cannot be provided, appropriate signs shall be 30 posted at the limits of construction and in advance of the closure at the nearest crosswalk or 31 intersection, to divert pedestrians across the street. Physical barricades shall be installed to 32 prevent visually impaired people from inadvertently entering a closed area. 33 34 Measurement 35 No specific unit of measurement will apply to the lump sum item for pedestrian control and • 36 protection. 37 38 Payment 39 Payment will be made in accordance with Section 1-04.1 for the following Bid item included in the 40 Proposal: 41 42 "Pedestrian Control and Protection",lump sum. ▪ 43 The lump sum contract payment shall be full compensation for all costs incurred by the 44 Contractor for construction,maintenance,and removal of all protective barricades,fencing, and 45 bridges,together with warning and guidance devices detailed in the Plans or any alternative 46 accessible pedestrian mutes proposed by the Contractor. Rainier Ave S(SR 167)Improvements Project Special Provisions(Conformed) I. Phase 1: Shattuck Ave S Starmweter Bypass July 2009 SP-53 1 1-07.24 Rights of Way 2 (October 1, 2005 APWA GSP) 3 4 Delete Section 1-07.24 in its entirety,and replace it with the following: 5 6 Street right of way lines, limits of easements, and limits of construction permits are indicated in the 7 Plans. The Contractor's construction activities shall be confined within these limits, unless 8 arrangements for use of private property are made. 9 10 Generally, the Contracting Agency will have obtained, prior to bid opening, all rights of way and 11 easements, both permanent and temporary, necessary for carrying out the work. Exceptions to this 12 are noted in the Bid Documents or will be brought to the Contractor's attention by a;duly issued 13 Addendum. 14 15 Whenever any of the work is accomplished on or through property other than public right of way,the 16 Contractor shall meet and fulfill all covenants and stipulations of any easement agreement obtained 17 by the Contracting Agency from the owner of the private property. Copies of the easement 111 18 agreements may be included in the Contract Provisions or made available to the Contractor as soon as 19 practical after they have been obtained by the Engineer. 20 21 Whenever easements or rights of entry have not been acquired prior to advertising,these areas are so 22 noted in the Plans. The Contractor shall not proceed with any portion of the work in areas where 23 right of way, easements or rights of entry have not been acquired until the Engineer certifies to the 24 Contractor that the right of way or easement is available or that the right of entry has been received. 25 If the Contractor is delayed due to acts of omission on the part of the Contracting Agency in obtaining 26 easements,rights of entry or right of way,the Contractor will be entitled to an extension of time. The 27 Contractor agrees that such delay shall not be a breach of contract. 28 29 Each property owner shall be given 48 hours notice prior to entry by the Contractor. This includes II 30 entry onto easements and private property where private improvements must be adjusted. 111 31 32 The Contractor shall be responsible for providing, without expense or liability to the Contracting 33 Agency, any additional land and access thereto that the Contractor may desire for temporary 34 construction facilities, storage of materials, or other Contractor needs. However, before using any 35 private property, whether adjoining the work or not, the Contractor shall file with the Engineer a 36 written permission of the private property owner, and, upon vacating the premises, a written release 37 from the property owner of each property disturbed or otherwise interfered with by reasons of 38 construction pursued under this contract. The statement shall be signed by the private property 39 owner, or proper authority acting for the owner of the private property affected, stating that 40 permission has been granted to use the property and all necessary permits have been obtained or, in 41 the case of a release, that the restoration of the property has been satisfactorily accomplished. The 42 statement shall include the parcel number, address, and date of signature. Written releases must be 43 filed with the Engineer before the Completion Date will be established. 44 1-08 PROSECUTION AND PROGRESS II 45 Add Section 1-08.0 and sub-sections: 46 1-08.0 Preliminary Matters 47 (May 25,2006 APWA GSP) Rainier Ave S(SR 167)Improvements Project Special Provisions(Conformed) Phase 1: Shattuck Ave S Stormwater Bypass July 2009 SP-54 i..t,, 1 _ 2 1-08.0(1) Preconstruction Conference 3 (October 10, 2008 APWA GSP) 4 5 Prior to the Contractor beginning the work, a preconstruction conference will be held between the 6 Contractor, the Engineer and such other interested parties as may be invited. The purpose of the 7 preconstruction conference will be: 8 9 1. To review the initial progress schedule; 10 2. To establish a working understanding among the various parties associated or affected by the 11 work; 12 3. To establish and review procedures for progress payment, notifications, approvals, submittals, 13 etc.; 14 4. To establish normal working hours for the work; 15 5. To review safety standards and traffic control;and 16 6. To discuss such other related items as may be pertinent to the work. 17 18 The Contractor shall prepare and submit at the preconstruction conference the following: 19 20 1. A breakdown of all lump sum items; 21 2. A preliminary schedule of working drawing submittals;and 22 3. A list of material sources for approval if applicable. 23 24 1-08.0(2) Hours of Work 25 (May 25, 2006 APWA GSP) 26 L 27 Except in the case of emergency or unless otherwise approved by the Contracting Agency,the normal 28 straight time working hours for the contract shall be any consecutive 8-hour period between 7:00 a.m. 29 and 6:00 p.m. of a working day with a maximum 1-hour lunch break and a 5-day work week. The Li 30 normal straight time 8-hour working period for the contract shall be established at the preconstruction 31 conference or prior to the Contractor commencing the work. 32 33 If a Contractor desires to perform work on holidays, Saturdays, Sundays, or before 7:00 a.m. or after 34 6:00 p.m. on any day, the Contractor shall apply in writing to the Engineer for permission to work 35 such times. Permission to work longer than an 8-hour period between 7:00 a.m. and 6:00 p.m. is not 36 required. Such requests shall be submitted to the Engineer no later than noon on the working day 37 prior to the day for which the Contractor is requesting permission to work. 38 r 39 Permission to work between the hours of 10:00 p.m. and 7:00 a.m. during weekdays and between the 40 hours of 10:00 p.m. and 9:00 a.m. on weekends or holidays may also be subject to noise control 41 requirements. Approval to continue work during these hours may be revoked at any time the 42 Contractor exceeds the Contracting Agency's noise control regulations or complaints are received 43 from the public or adjoining property owners regarding the noise from the Contractor's operations. 44 The Contractor shall have no claim for damages or delays should such permission be revoked for 45 these reasons. L46 47 Permission to work Saturdays, Sundays, holidays or other than the agreed upon normal straight time 48 working hours Monday through Friday may be given subject to certain other conditions set forth by ii 49 the Contracting Agency or Engineer. These conditions may include but are not limited to: requiring 50 the Engineer or such assistants as the Engineer may deem necessary to be present during the work; 51 requiring the Contractor to reimburse the Contracting Agency for the costs in excess of straight-time L Rainier Ave$(SR 167)Improvements Project Special Provisions(Conformed) LPhase 1:rShattuck Ave S'Stormwater Bypass July 2009 SP-55 I 1 costs for Contracting Agency employees who worked during such times, on non Federal aid projects; 2 considering the work performed on Saturdays, Sundays,and holidays as working days with regards to 3 the contract time; and considering multiple work shiftsas multiple working days with respect to 4 contract time even though the multiple shifts occur in a single 24-hour period. Assistants may 5 include, but are not limited to, survey crews; personnel from the Contracting Agency's material 6 testing lab;inspectors; and other Contracting Agency employees when in the opinion of the Engineer, 7 such work necessitates their presence. 8 1-08.1 Subcontracting 9 (October 12, 1998 WSDOT GSP) 10 11 Supplement Section 1-08.1 with the following: 12 13 Prior to any subcontractor or lower tier subcontractor beginning work,the Contractor shall submit to 14 the Engineer a certification(WSDOT Form 420-004)that a written agreement between the Contractor 15 and the subcontractor or between the subcontractor and any lower tier subcontractor has been 16 executed. This certification shall also guarantee that these subcontract agreements include all the 17 documents required by the Special Provision Federal Agency Inspection. 18 19 A subcontractor or lower tier subcontractor will not be permitted to perform any work under the 20 contract until the following documents have been completed and submitted to the Engineer: 21 22 1. Request to Sublet Work(Form 421-012),and 23 2. Contractor and Subcontractor or Lower Tier Subcontractor Certification for Federal-aid Projects 24 (Form 420-004). 25 26 The Contractor's records pertaining to the requirements of this Special Provision shall be open to 27 inspection or audit by representatives of the Contracting Agency during the life of the contract and for 28 a period of not less than three years after the date of acceptance of the contract.The Contractor shall 11 29 retain these records for that period. The Contractor shall also guarantee that these records of all 30 subcontractors and lower tier subcontractors shall be available and open to similar inspection or audit 31 for the same time period. 32 1-08.4 Notice to Proceed and Prosecution of the Work 33 (October 1, 2005 APWA GSP) 34 35 Revise Section 1-08.4 to read: 36 37 Notice to Proceed will be given after the contract has been executed and the contract bond and 11 38 evidence of insurance have been approved and filed by the Contracting Agency. The Contractor shall 39 not commence with the work until the Notice to Proceed has been given by the Engineer. The 40 Contractor shall commence construction activities on the project site within ten days of the Notice to 11 41 Proceed Date,unless otherwise approved in writing. The Contractor shall diligently pursue the work 42 to the physical completion date within the time specified in the contract. Voluntary shutdown or 43 slowing of operations by the Contractor shall not relieve the Contractor of the responsibility to 44 complete the work within the time(s)specified in the contract. 45 46 Section 1-08.4 is supplemented with the following: 47 Rainier Ave S(SR 167)Improvements Project Special Provisions(Conformed) II Phase 1: Shattuck Ave S Stormwater Bypass July 2009 SP-56 L 1 The first order of work on this project shall be the installation of fencing to delineate the area to be 2 protected. The areas shall be marked by the Contractor as shown in the plans. The delineation shall 3 consist of High Visibility Fence as described below. 4 Throughout the life of the project, the Contractor shall preserve and protect the delineation, acting 5 immediately to repair or restore any fencing damaged or removed. 6 7 High Visibility Fence shall be composed of high-density polyethylene material and shall be at least 8` four feet in height.Posts for the fencing shall be steel or wood and shall be placed at six-foot centers 9 or as needed to provide rigidity. The fencing shall be attached to the post every six inches with 10 polyethylene tie.Fencing shall not be fastened to the trees. 11 12 Measurement 13 is 14 "High Visibility Fence",per linear foot. 15 16 Payment 17 18 The unit price for"High Visibility Fence", per linear foot shall be full compensation for all costs to 19 obtain, install, maintain, and remove the fencing as shown in the plans. Once removed, the fencing is 20 shall remain the property of the Contractor. 21 1-08.5 Time for Completion 22 (June 28, 2007APWA GSP, Option A) 23 24 Revise the third and fourth paragraphs of Section 1-08.5 to read: 25 26 Contract time shall begin on the first working day following the Notice to Proceed Date. 27 28 Each Working day shall be charged to the contract as it occurs, until the contract work is physically 29 complete. If substantial completion has been granted and all the authorized working days have been 30 used, charging of working days will cease. Each week the Engineer will provide the Contractor a 31 statement trult shows the number of working days: (1) charged to the contract the week before; (2) 32 specified for the physical completion of the contract;and(3)remaining for the physical completion of 33 the contract. The statement will also show the nonworking days and any partial or whole day the 34 Engineer declares as unworkable. Within 10 calendar days after the date of each statement, the 35 Contractorrshall file a written protest of any alleged discrepancies in it. To be considered by the 36 Engineer, the protest shall be in sufficient detail to enable the Engineer to ascertain the basis and 37 amount of time disputed. By not filing such detailed protest in that period, the Contractor shall be 38 deemed as having accepted the statement as correct. If the Contractor elects to work 10 hours a day 39 and 4 days a week (a 4-10 schedule) and the fifth day of the week in which a 4-10 shift is worked 40 would ordinarily be charged as a working day then the fifth day of that week will be charged as a 41 working day whether or not the Contractor works on that day. 42 43 Revise the sixth paragraph of Section 1-08.5 to read: 44 45 The Engineer will give the Contractor written notice of the completion date of the contract after all 46 the Contractor's obligations under the contract have been performed by the Contractor. The 47 following events must occur before the Completion Date can be established: 48 49 1. The physical work on the project must be complete;and Rainier Ave S(Sit.367)Improvements Project Special Provisions(Conformed) Phase 3: Shattuck Ave S'Stormwater Bypass July 2009 SP-57 1 2. The Contractor must furnish all documentation required by the contract and required by law, to 2 allow the Contracting Agency to process final acceptance of the contract. The following 3 documents must be received by the Project Engineer prior to establishing a completion date: 4 a. Certified Payrolls(Federal-aid Projects) 5 b. Material Acceptance Certification Documents 6 c. Annual Report of Amounts Paid as MBE/WBE Participants or Quarterly Report of Amounts 7 Credited as DBE Participation, as required by the Contract Provisions. 111 8 d. Final Contract Voucher Certification 9 e. Property owner releases per Section 1-07.24 10 11 1-08.5(1) Time for Physical Completion 12 (March 13, 1995 WSDOT GSP) 13 14 Add Section 1-08.5(1): 15 16 This project shall be physically completed within 80 working days. 17 18 1-08.5(2) Scheduled Dates Construction is Prohibited 19 (March 13, 1995 WSDOT GSP) 20 21 Add Section 1-08.5(2): 22 23 Construction on the project is prohibited for the following dates: 24 25 • September 4,2009 26 • October 12,2009 27 • November 25,2009 28 29 These dates are not counted as working days. 30 1-08.7 Maintenance During Suspension 31 (October 1, 2005 APWA GSP) 32 33 Revise the second paragraph of Section 1-08.7 to read: 34 35 At no expense to the Contracting Agency,the Contractor shall provide through the construction area a 36 safe, smooth, and unobstructed roadway, sidewalk, and path for public use during suspension (as 37 required in Section 1-07.23 or the Special Provisions).This may include a temporary road or detour. 38 1-09 MEASUREMENT AND PAYMENT 39 1-09.6 Force Account 40 (October 10, 2008 APWA GSP) 41 42 Supplement Section 1-09.6 with the following: 43 44 The Contracting Agency has estimated and included in the Proposal, dollar amounts for all items to 45 be paid per force account, only to provide a common proposal for Bidders. All such dollar amounts 46 are to become a part of Contractor's total bid. However, the Contracting Agency does not warrant Rainier Ave S(SR 167)Improvements Project Special Provisions(Conformed) Phase 1: Shattuck Ave S Stonnwater Bypass July 2009 SP-58 1 expressly or by implication, that the actual amount of work will correspond with those estimates. 2 Payment will be made on the basis of the amount of work actually authorized by Engineer. 3 1-09.9 Payments 4 (October 10, 2008 APWA GSP) 5 L 6 Revise the first paragraph in Section 1-09.9 to read: 7 8 The basis of payment will be the actual quantities of Work performed according to the Contract and 9 as specified for payment. For items Bid as lump sum, with a bid price of more than or equal to 10 $20.000.the Contractor shall submit a breakdown of their lump sum price in sufficient detail for the 11 Project Engineer to determine the value of the Work performed on a monthly basis. Lump sum 12 breakdowns shall be provided to the Project Engineer no later than the date of the preconstruction 13 conference. 14 15 Delete thethird paragraph in Section 1-09.9 and replace with the following: 16 17 Progress payments for completed work and material on hand will be based upon progress estimates 18 prepared by the Engineer. A progress estimate cutoff date will be established at the preconstruction L19 conference. 20 21 The initial progress estimate will be made not later than 30 days after the Contractor commences the L 22 work, and successive progress estimates will be made every month thereafter until the Completion 23 Date. Progress estimates made during progress of the work are tentative, and made only for the 24 purpose of determining progress payment. The progress estimates are subject to change at any time 25 prior to the calculation of the Final Payment. 26 27 The value of the progress estimate will be the sum of the following: 28 is 29 1. Unit Price Items in the Bid Form the approximate quantity of acceptable units of work 30 completed multiplied by the unit price. L- 31 2. Lump Sum Items in the Bid Form partial payment for lump sum Bid items will be a 32 percentage of the price in the Proposal based on the Engineer's determination of the amount of 33 Work performed,with consideration given to,but not exclusively based on,the Contractor's lump 34 sum breakdown for that item. L3 3. Materials on Hand --- 100 percent of invoiced cost of material delivered to Job site or other 36 storage area approved by the Engineer. 37 4. Change Orders—entitlement for approved extra cost or completed extra work as determined by lb 38 the Engineer. 39 40 Progress payments will be made in accordance with the progress estimate less: r41 42 1. Retainage per Section 1-09.9(1); 43 2. The amount of Progress Payments previously made;and 1 44 3. Funds withheld by the Contracting Agency for disbursement in accordance with the Contract 45 Documents. 46 r 47 Progress payments for work performed shall not be evidence of acceptable performance or an 48 admission by the Contracting Agency that any work has been satisfactorily completed. The 49 determination of payments under the contract will be final in accordance with Section 1-05.1. L Rainier Ave S(SR 167)Improvements Project Special Provisions(Conformed) Phase 1: Shattuck Ave S Stormwater Bypass July 2009 SP-59 1 2 Payments will be made by warrants, issued by the Contracting Agency's fiscal officer, against the 3 appropriate fund source for the project. Payments received on account of work performed by a 4 subcontractor are subject to the provisions of RCW 39.04.250. 5 6 1-09.13(3)A Administration of Arbitration 7 (October 1, 2005 APWA GSP) 8 9 Revise the third paragraph of Section 1-09.13(3)A and to read: 10 11 The Contracting Agency and the Contractor mutually agree to be bound by the decision of the 3 12 arbitrator, and judgment upon the award rendered by the arbitrator may be entered in the Superior 13 Court of the county in which the Contracting Agency's headquarters are located. The decision of the 14 arbitrator and the specific basis for the decision shall be in writing. The arbitrator shall use the 15 contract as a basis for decisions. 16 1-10 TEMPORARY TRAFFIC CONTROL 3 17 (August 2, 2004 WSDOT GSP) 18 1-10.4(1) Lump Sum Bid for Project(No Unit Items) 19 Supplement Section 1-10.4(1)with the following: 20 21 The proposal contains the item"Project Temporary Traffic Control," lump sum. The provisions of 22 Section 1-10.4(1)shall apply. 23 24 1-11 RENTON SURVEYING STANDARDS (NEW SECTION) 25 (*******) 26 27 The following is a new section with new subsections: 28 1.11.1 Description 29 1-11.1(1) Responsibility for Surveys 30 All surveys and survey reports shall be prepared under the direct supervision of a person registered 3 31 to practice land surveying under the provisions of Chapter 18.43 RCW. 32 All surveys and survey reports shall be prepared in accordance with the requirements established by 33 the Board of Registration for Professional Engineers and Land Surveyors under the provisions of 34 Chapter 18.43 RCW. 35 1-11.1(2) Survey Datum and Precision 36 The horizontal component of all surveys shall have as its coordinate base: The North American 37 Datum of 1983/91. 38 All horizontal control for projects must be referenced to or in conjunction with a minimum of two of 3 39 the City of Renton's Survey Control Network monuments. The source of the coordinate values used 40 will be shown on the survey drawing per RCW 58.09.070. 41 The horizontal component of all surveys shall meet or exceed the closure requirements of WAC 332- 42 130-060. The control base lines for all surveys shall meet or exceed the requirements for a Class A 43 survey revealed in Table 2 of the Minimum Standard Detail Requirements for ALTA/ACSM Land Rainier Ave S(SR 167)Improvements Project Special Provisions(Conformed) Phase 1: Shattuck Ave S Stormwater Bypass July 2009 3 SP-60 , 4,,,,„_ -,, ,,, ,,i -:., l . Title Surveys jointly established and adopted by ALTA and ACSM in 1992 or comparable 2 classification in future editions of said document, The angular and linear closure and precision ratio 3 of traverses used for survey control shall be,revealed on the face of the survey drawing, as shall the li 4 method of adjustment. 5 The horizontal componentof the control system for siliveys using global positioning system 4: methodology shall exhibit at least l part in 50,000 precision in line length dependent error analysis at L : ' a:95 percent confidence level and performed pursuant to Federal Geodetic Control Subcommittee Standards for GPS control surveys as defined in Geometric Geodetic Accuracy Standards & 9 Specifications for Using GPS41lative Positioning Techniques dated August 1, 1989 or comparable 10 classification in future editions of said document. 11 The vertical component of all.surveys shall be based on NA: 1988, the North American Vertical k 12 Datum of 1988,and tied to at least one of the City of Renton Survey Control Network benchmarks. 13 If there are two such benchmarks within 3,000 feet of the project site, a tie to both shall be made. 14 The benchrnarlc(s)used will be`shown on the drawing: If a City Of Renton benchmark does not exist 15" within 3,000 feet of a project.-one must be set on or near the project in a permanent manner that will L. ' 16' remain intact throughout the duration of the;project! Source of elevations (benchmark) will be 17 shown on the drawing,as well as a description of any benchmarks established. 3 18 111,1(3) Subdivision info on li 19 Those surveys dependent on section subdivision shall reveal the controlling monuments used and the 20 subdivision of the applicable quer section. • 2'1 Those surveys dependent on retracement of a plat or short plat shall reveal the controlling 22 monuments,`measurements;and methodology used in that retracement. ^t 23 1-11.1(4) .1eldNotes 16- 24 Field notes shall be kept in conventional format in a standard bound field book with waterproof 25 pages. In cases where an electronic data collector is used,field notes must also be kept with a sketch 26 and a record of control and base line traverses describing station occupations and what • 27 measurements were made at each point. 28 Every point located or set shall be identified by a number and a description. Point numbers shall be 1,4 29 unique within a complete job. The preferred method of point numbering is field notebook,page and 30 point set on that page. Example: The first point set or found:on page 16 of field book 348 would be 31 identified as Point No. 348.16.0.1,the second point would be 348.16.02,etc. 32 Upon completion of a City of Renton project,either the field aiebook(s)provided by the City or the 33 original field notebooks) used by the surveyor will be given to the City: For all other work, 34 surveyors will provide a copy of the notes to the City upon request. In those cases where an 35 electronic data collector is used,a hard copy print out in ASCII text format will accompany the field 36 notes. 37 111.1(5) Cornell and Manstitients, 16 38 ` Canter. A Pointon a land boundary,at the juncture of two or more boundary lines. A monument is 39 ' isindlyset.at such points to physically reference a corner's location on the ground. • 40 ` Gems merit:'Any physical object or structure of record which marks or accurately references: 41 ° • ; A corner or other survey`pomt established by or under the supervision of an individual per L 42 141.1(1)and any corner or monument established by the General Land Office and 43 Itt's '; , the Bureau of Land Management, including section subdivision corners 44 down to id including one-sixteenth comers;and <SR 161 rosemti jest special Provisions(Cqnforn►ed) Phase i,altatucic iks,4t.S Stornwaser July2009 SP-61 1 • Any permanently monumented boundary, right-of-way alignment, or horizontal and 2 vertical control points established by any governmental agency or private surveyor 3 including street intersections but excluding dependent interior lot corners. 4 1-11.1(6) Control or Base Line Survey 5 Control or Base Line Surveys shall be established for all construction projects that will create 6 permanent structures such as roads, sidewalks, bridges, utility lines or appurtenances, signal or light II 7 poles, or any non-single family building. Control or Base Line Surveys shall consist of such number al 8 of permanent monuments as are required such that every structure may be observed for staking or 9 "as-builting" while occupying one such monument and sighting another such monument. A 10 minimum of two of these permanent monuments shall be existing monuments, recognized and on 11 record with the City of Renton. The Control or Base Line Survey shall occupy each monument in 12 turn,and shall satisfy all applicable requirements of Section 1-11.1 herein. 13 The drawing depicting the survey shall be neat, legible, and drawn to an appropriate scale. North 14 orientation should be clearly presented and the scale shown graphically as well as noted. The 15 drawing must be of such quality that a reduction thereof to one-half original scale remains legible. al 16 If recording of the survey with the King County Recorder is required, it will be prepared on 18-inch II 17 by 24-inch mylar and will comply with all provisions of Chapter 58.09 RCW. A photographic mylar 18 of the drawing will be submitted to the City of Renton and,upon their review and acceptance per the 19 specific requirements of the project,the original will be recorded with the King County Recorder. 11 20 If recording is not required, the survey drawing shall be prepared on 22-inch by 34-inch mylar, and 21 the original or a photographic mylar thereof will be submitted to the City of Renton. 22 The survey drawings shall meet or exceed the requirements of WAC 332-130-050 and shall conform 23 to the City of Renton's Drafting Standards. American Public Works Association symbols shall be 24 used whenever possible, and a legend shall identify all symbols used if each point marked by a 25 symbol is not described at each use. 26 An electronic listing of all principal points shown on the drawing shall be submitted with each 11 27 drawing. The listing should include the point number designation (corresponding with that in the II 28 field notes), a brief description of the point, and northing, easting, and elevation (if applicable) 29 values,all in ASCII format,on IBM PC compatible media. 30 1-11.1(7) Precision Levels 31 Vertical Surveys for the establishment of benchmarks shall satisfy all applicable requirements of 32 section 1-05 and 1-11.1. 33 Vertical surveys for the establishment of benchmarks shall meet or exceed the standards, 34 specifications,and procedures of third order elevation accuracy established by the Federal Geodetic 35 Control Committee. 36 Bench marks must possess both permanence and vertical stability. Descriptions of benchmarks must 37 be complete to ensure both recoverability and positive identification on recovery. 38 1-11.1(8) Radial and Station-Offset Topography 39 Topographic surveys shall satisfy all applicable requirements of Section 1-11.1 herein. 40 All points occupied or back sighted in developing radial topography or establishing baselines for 41 station—offset topography shall meet the requirements of Section 1-11.1 herein. 42 The drawing and electronic listing requirements set forth in Section 1-11.1 herein shall be observed 43 for all topographic surveys. Rainier Ave S(SR 167)Improvements Project Special Provisions(Conformed) Phase 1: Shattuck Ave S Stormwater Bypass July 2009 4`` SP-62 , X-XX.X{lt) Radial Topography 2 Elevations for thepoints oee or lk sib in a,..A;...14,______aphic survey shall be determined 3 either by 1) spirit leveling mise1,,,,,,i", :;not to exceed 0.1 feet or.Federal Geodetic Control Committee third order elevation accuracy l� ,OR 2)trigonometric leveling with elevation 5 di `erences determined in at least two directions for each point and with m•sclasure of the circuit not .'1.-:' ' 4 -toexceed 01 feet. ' X-XX.I(X 4) Station—..,:usat;Topography g: Elevatis, o#'the baseline ate'topographic points shall:be determined by spirit leveling and shall • satisfy Federal Geodetic Control Committee specifications as to the turn points and shall not exceed 1 a 0.1 foof ►r as to side shots, Lii X-11.1(11) . Buil`t Su 12 All.improvents required to be "as-built" (post construction survey) per City of Renton Codes, 13 TI` LE. Building Regulations'and T1'TLE 9 Public 'Ways and 'Property, must be located!both 14 hors and vertically by a Radial survey or by a Station offset survey. The "as-built"survey L1 S musts;be on the same base line or control survey used`f'____.the construction'staking survey for 16` the i "` ents being `<as-buiilt". The"as-built" survey for alb,subsurface improvements should 17 oar backf Hing. triose cooperation between installing Contractor and the"as-bunting" x l g surveyor is-therefore.required_ 19 All "as-built" surveys satisfy the requirements cif Section i-11.1(1) herein and shall be based 20 ° upon control or base line surveys made in conformance with these Specifications. 21 The field notes far"as-built"shall meet the requirements of Section 1-11.1(4)herein and submitted 22.' with stampedand signed "its-built"drawings which includes a statement certifying the accuracy of 23 the"as built". 24 The drawing and electronic listing requirements set forth in Section 1-11.1(6) herein shall be 25 observed; „E. for all"as-built"surveys. ,,,,.,,,.,."L' 268.7:: X-11.1{X2) Monument Se incg aced'Referencing All property or loot corners,as.defined in Section 1-11.1(5),established or reestablished on a plat or other recorded' survey shall be referenced by a;permaztent marker at the corner point per Section 1- 2g 11.2(1). in situations where such markers are impractical or in dan ger.of bein destro g g yed;e.g.,the 30 front corners of lots,a witness marker shall be set. In n o ses,this will be the extension of the lot 31 line to a tack •in lead in the "curls. The relations 1treen the witness monuments and their 32 respective timers shall be shown or described on the face of the plat or survey of recard, e.g., 33 "Tacks in lead on the extension of the lot side lines have been set int the curbs on the extension of 34 said 1)heri#h the curb." In all other cases, the corder shall meet the requirements of Section 1- 35° 11.2(1)herein. �. 36 All: a mon eats, as defined in Section 1-11.1{5), shall meet the requirements of Section 37 ; 1 11. 2) ins`Il the monument falls'within a paved portion of a right-of-way car other area, the 38 > monumentll be s .below the ground surface and contained within a lidded cis o kept separate 39 ►emonument and h with the pavement surface,per Section`1-11.2(3). 40 In he fist-of way;centerline monuments all points of curvature (PC), points of tangency 41 ,,,,,,,,,„0„.1),...,i,,.„ � ' rs ons,oe r-paints of cul de sacs shall be set. If the point of intersection(I'1:)for ,1 - 42 ;thna "1 loin the paved portion of the right-of:way, a monument can be set at 43 �� ��PC and `of the curve. 44} t uments`set while under contract to the City of Renton or as part of a City of ,z,4,.; :,,,,,,,,.„, i �si 'of property, a City of Rin Monument Card (furni shed by the city) ,..i.,L, . Ave$1SR 1.67)Improvements Ftttject. Special Provisions(Conformed) i Shattuck Ave S Stotmxr July 2009 SP-63 1 identifying the monument;point of intersection(PI),point of tangency(PT),point of curvature(PC), 2 one-sixteenth corner, Plat monument, street intersection, etc.,complete with a description of the 3 monument, a minimum of two reference points, and NAD 83/91 coordinates and NAVD 88 4 elevation shall be filled out and filed with the City. 5 1.11.2 Materials 6 1-11.2(1) Property/Lot Corners 7 Corners per Section 1-11.1(5)shall be marked in a permanent manner such as %z-inch-diameter rebar 8 24 inches in length,durable metal plugs or caps,tack in lead,etc. and permanently marked or tagged 9 with the surveyor's identification number. The specific nature of the marker used can be determined 10 by the surveyor at the time of installation. 11 1-11.2(2) Monuments 12 Monuments per Section 1-11.1(5) 11.1(5)shall meet the requirements as set forth in City of Renton Standard 13 Plans page H031 and permanently marked or tagged with the surveyor's identification number. 14 1-11.2(3) Monument Case and Cover 15 Materials shall meet the requirements of Section 9-22 and City of Renton Standard Detail H031. 16 17 END OF DIVISION 1 Rainier Ave S(SR 167)Improvements Project Special Provisions(Conformed) Phase 1: Shattuck Ave S Stormwater Bypass July 2009 SP-64 1 DIVISION 2 2 EARTHWORK 3 2-01CLEARING,ARING, GRUBBING,AND ROADSIDE CLEANUP. ri 4 2-01.1 Description 5 f******) 6 Section 2-01.1 is supplemented as follows: is 7 8 The limits of clearing and grubbing (construction limits) shall be defined as being the construction 9 limit lines as shown in the Plans. Where, in the opinion of the Engineer, any trees abutting or 10 adjacent to the limits of clearing and grubbing are damaged and require removal,the Contractor shall 11 remove such trees. Any trees flagged by the Engineer to remain within the clearing and grubbing 12 limits shall be left undamaged by the Contractor's operations. Any flagged trees,which are damaged, 13 shall be replaced in kind at the Contractor's expense. 14 15 Existing landscaping outside the construction limits, including but not limited to, sod, rockeries, 16 beauty bark,decorative gravel or rock,bushes,and shrubbery shall be protected from damage. 17 18 The property owners shall be responsible for removing and/or relocating irrigation equipment, trees, 19 shrubs, curbing, ornamental plants, and any other decorative landscaping materials within the 20 construction limits that they wish to save. The Contractor shall give property owners 10 days' 21 written notice prior to removing landscaping materials. All landscaping materials that remain in 22 the construction limits after that time period shall be removed and disposed of,by the Contractor, in L 23 accordance with Section 2-01 of the Standard Specifications,these Special Provisions,and the Plans. 24 25 The Contractor shall receive approval from the Engineer prior to removal. fir 26 2-01.2 Disposal of Usable Material and Debris 27 (******) L28 Section 2-01.2 is supplemented as follows: 29 30 The Contractor shall dispose of all debris by Disposal Method No.2—Waste Site. 31 2-01.5 Payment 32 (******) 33 Section 2-01.5 is supplemented as follows: 34 35 The lump sum price for"Clearing and Grubbing"shall be full compensation for all work described L36 herein and shown in the Plans, including removing trees and shrubbery where shown in the Plans and 37 directed by the Engineer. 38 2-02 REMOVAL OF STRUCTURE AND OBSTRUCTIONS 39 Section 2-02"Removal of Structures and Obstructions"is supplemented as follows: 40 41 The following list of items will be removed under the bid item "Removal of Structures and 42 Obstructions,"lump sum: 43 Rainier Ave S(SR 167)Improvements Project Special Provisions(Conformed) Li Phase 1: Shattuck Ave S Stormwater Bypass July 2009 SP-65 1 1. Remove Catch Basin-Station 10+35 Left 2 2. Remove Manhole-Station 11+50 Left 3 3. Remove Catch Basin-Station 12+45 Left 4 4. Remove Catch Basin-Station 12+55 Right 5 5. Remove Manhole-Station 12+90 Left 6 6. Remove 10-Inch Abandoned Sanitary Sewer-Station 10+35 to 13+50 Left 7 7. Remove 8-Inch Abandoned Sanitary Sewer-Station 11+50 to 13+50 Left 8 8. Remove Manhole-Station 14+60 Left 9 9. Remove 8-Inch Abandoned Sanitary Sewer-Station 13+50 to 14+80 Left 10 10. Remove 10-Inch Abandoned Sanitary Sewer-Station 13+50 to 17+50 Left 11 11. Remove Catch Basin-Station 14+65 Left 12 12. Remove Manhole Station 14+70 Left 13 13. Remove 12-Inch Storm Drain-Station 14+70 to 17+50 Left 14 14. Remove Manhole-Station 14+80 Right 15 15. Remove Manhole Station 14+85 Left 16 16. Remove Manhole-Station 14+90 Left 17 17. Remove Manhole-Station 15+00 Left 18 18. Remove Catch Basin Station 14+65 Right 19 19. Remove Catch Basin Station 15+00 Right 20 20. Remove Catch Basin-Station 15+10 Left 21 21. Remove Catch Basin Station 15+15 Right 22 22. Remove Catch Basin-Station 17+10 Left 23 23. Remove Manhole-Station 17+60 Left 24 24. Remove 10-Inch Abandoned Sanitary Sewer-Station 17+50 to 18+73 Left 25 25. Remove 12-Inch Storm Drain-Station 17+50 to 18+73 Left 26 26. Remove Catch Basin-Station 18+80 Right 27 27. Remove Catch Basin-Station 18+90 Right 28 28. Remove 10-Inch Abandoned Sanitary Sewer-Station 18+73 to 20+20 Left 29 29. Remove 12-Inch Storm Drain-Station 18+73 to 21+55 Left 30 30. Remove Manhole-Station 20+20 Left 31 31. Remove Manhole-Station 20+40 Left 32 32. Remove Fire Hydrant-Station 20+20 Left 33 33. Remove Manhole-Station 21+80 Left 34 35 The type of materials and depths are unknown. The Contractor is advised to investigate and verify 36 material types and depths prior to submitting a bid. II 37 1111 38 2-02.3(3) Removal of Pavement,Sidewalks,Curbs,and Gutters 39 (******) 40 Section 2.02.3(3)is revised and supplemented as follows: 41 42 The first paragraph and item 1 are revised as follows: 43 44 In removing pavement, sidewalks,driveways,and curbs,the Contractor shall: 45 46 1. Haul broken-up pieces to some off-project site. 47 48 The Section is supplemented as follows: 49 50 When an area where pavement, sidewalk, or driveway has been removed and is to be opened to 51 traffic before pavement patching has been completed,temporary mix asphalt concrete patch shall Rainier Ave S(SR 167)Improvements Project Special Provisions(Conformed) Phase I: Shattuck Ave S Stormwater Bypass July 2009 SP-66 L1 be required. Temporary patching shall be placed to a minimum depth of 2 inches immediately 2 after backfilling and compaction are complete, and before the road is opened to traffic. MC cold 3 mix or MC hot mix shall be used at the discretion of the Engineer. r 4 5 Section 2-02.3(4)is a new section: 6 7 2-02,3(4) Abandon and Fill Pipe 8 9 Pipes designated on the Plans to be abandoned and filled shall be filled with a pumpable, flowable 10 cement slurry completely filling the pipe(See section 9-05.21). At each end of the pipe designated on 11 the Plans as"abandon and fill",the pipe ends shall be completely plugged with Commercial Concrete 12 for a minimum length of 12 inches with no voids. 13 2-02.4 Measurement 14 (******) 15 Section 2-02.4 is supplemented by adding: 16 17 Sawcutting existing cement and asphalt concrete pavements shall be measured by the linear foot 18 along the sawcut,full depth. Wheelcutting of pavement will not be measured for separate payment, 19 but shall be included in other items of Work. 20 2-02.5 Payment Z1 (******) 22 Section 2-02.5 is supplemented with the following: 23 24 "Sawcutting,"per linear foot. 25 "Removing Cement Cone.Sidewalk,"per square yard. 26 "Removing Cement Conc.Curb and Gutter,"per linear foot. 27 "Removing Asphalt Conc.Pavement,"per square yard. 28 "Removing Chain Link Fence,"per linear foot. 29 30 All costs related to the removal and disposal of"Structures and Obstructions" including sawcutting, 31 excavation, backfilling and temporary asphalt shall be considered incidental to and included in other 32 items unless designated as specific bid items in the proposal. If pavements, sidewalks, or curbs lie 33 within an excavation area and are not mentioned as separate pay items,their removal will be paid for 34 as part of the quantity removed in excavation. If they are mentioned as a separate item in the 35 proposal, they will be measured and paid for as provided under Section 2-02.5, and will not be 36 included in the quantity calculated for excavation. la 37 38 "Abandon and Fill Storm Drain Pipe,"per linear foot. 39 The unit Contract price per linear foot for"Abandon and Fill Storm Drain Pipe" shall be full pay for Li 40 all Work required to plug the pipe where indicated on the Drawings and furnish and fill the pipe with 41 cement slurry. I ltaini Ave S{SR 167)Improvements Project Special Provisions(Conformed) Phase 1: Shattuck Ave S Stormwater Bypass July 2009 SP-67 1 2-03 ROADWAY EXCAVATION AND EMBANKMENT 2 2-03.3 Construction Requirements 3 (*******) 111 4 Section 2-03.3 is supplemented as follows: 5 6 Roadway excavation shall include the removal of all materials excavated from within the limits 7 shown on the Plans. Suitable excavated material shall be used for embankments, while surplus 8 excavated material or unsuitable material shall be disposed of by the Contractor. 9 10 Earthwork quantities and changes will be computed,either manually or by means of electronic data 11 processing equipment,by use of the average end area method. Any changes to the proposed work as 12 directed by the Engineer that would alter these quantities shall be calculated by the Engineer and 13 submitted to the Contractor for his review and verification. 14 15 Any excavation or embankment beyond the limits indicated in the Plans, unless ordered by the 16 Engineer, shall not be paid for. All work and material required to return these areas to their original 17 conditions,as directed by the Engineer,shall be provided by the Contractor at his sole expense. 18 19 All areas shall be excavated, filled, and/or backfilled as necessary to comply with the grades shown 20 on the Plans. In filled and backfilled areas, fine grading shall begin during the placement and the 21 compaction of the final layer. In cut sections, fine grading shall begin within the final six (6) inches 22 of cut. Final grading shall produce a surface which is smooth and even,without abrupt changes in 23 grade. 24 25 Excavation for curbs and gutters shall be accomplished by cutting accurately to the cross sections, 26 grades and elevations shown. Care shall be taken not to excavate below the specified grades. The 27 Contractor shall maintain all excavations free from detrimental quantities of leaves, brush, sticks, 28 trash and other debris until final acceptance of the Work. 29` • 30 Following removal of topsoil or excavation to grade and before placement of fills or base course,the 31 subgrade under the roadway shall be proof rolled to identify any soft or loose areas which may 32 warrant additional compaction or excavation and replacement. 33 34 The Contractor shall provide temporary drainage or protection to keep the subgrade free from 35 standing water. 36 37 Acceptable excavated native soils shall be used for fill in the area requiring fills. Care shall be taken 38 to place excavated material at the optimum moisture content to achieve the specified compaction. 39 Any native material used for fill shall be free of organics and debris and have a maximum particle 40 size of 6 inches. 41 42 It shall be the responsibility of the Contractor to prevent the native materials from becoming saturated' 43 with water. The measures may include sloping to drain, compacting the native materials, and 44 diverting runoff away from the materials. If the Contractor fails to take such preventative measures, 45 any costs or delay related to drying the materials shall be at his own expense. 46 47 If the native materials become saturated, it shall be the responsibility of the Contractor to dry the 48 materials, to the optimum moisture content. If sufficient acceptable native soils are not available to 49 complete construction of the roadway embankment,Gravel Borrow shall be used. Rainier Ave S(SR 167)Improvements Project Special Provisions(Conformed) Phase 1: Shattuck Ave S Stormwater Bypass July 2009 SP-68 r 2 If subgrade trimmer is not required on the project, all portions of Section 2-03 shall apply as though a 3 subgrade trimmer were specified. 4 5 If sufficient acceptable native soils, as determined by the Engineer, are not available to complete 6 construction of the roadway embankment, Gravel Borrow meeting the requirements of Section 9- 7 03.14 of the Standard Specifications shall be used. 8 2-03.4 Measurement 9 (******) 10 Section 2-03.4 is supplemented as follows: 11, 12 At the discretion of the Engineer,roadway excavation, borrow excavation, and unsuitable foundation t 13 excavation,by the cubic yard(adjusted for swell),may be measured by truck in the hauling vehicle at 14 the point of loading. The Contractor shall provide truck tickets for each load removed. Each ticket 15 shall have the truck number,time and date,and be approved by the Engineer. 16 2-03.5 Payment 17 (******) 18` Section 2-03.5 is deleted and replaced as follows: 19 20 Payment for embankment compaction will not be made as a separate item. All costs for embankment 21` compaction shall be included in other bid items involved.Payment will be made for the following bid 22 items when they are included in the Proposal: 23 24 "Roadway Excavation Including Haul,"per cubic yard 25 "Bank Run Gravel For Trench Backfill,"per cubic yard" 26 "Crushed Surfacing Top Course,"per ton 27' "Removal of Structures and Obstructions,"lump sum 28 29 When the Engineer orders excavation below subgrade, unit contract prices for roadway excavation 30 and haul shall apply. 31 32 The unit contract price per,cubic yard for"Roadway Excavation Including Haul"shall be full pay for 33 excavating, loading,placing,or otherwise disposing of the material. 34 35 . Payment for embankment compaction will not be made as a separate item. All costs for embankment 36 compaction shall be included in other bid items involved. 37 2-04 HAUL hi 38 2-04.5 Payment 39 (***** 40 ' Section 2-04.5 is deleted and replaced as follows: it 41 42 All costs for the hauling of material to,from,or on the job site shall be considered incidental to and L43 included in the wilt price of ether units of work. Rainier Ave S(SR 167)Improvements Project Special Provisions(Conformed) L Phase a: Shattuck Ave S Stormwater Bypass July 2009 SP-69 1 2-05 ABANDONMENT OF MONITORING WELLS(NEW SECTION) 2 (*****) 3 Section 2-05 is a new section it 4 2-05.1 Description 111 5 This work consists of abandoning existing monitoring wells. 6 2-05.2 Vacant 7 2-05.3 Construction Requirements 8 All instrumentation wells and underground observation wells shall be decommissioned and restored 9 in accordance with Chapter 173-160 WAC guidelines. The Contractor shall file notice of intent to 10 decommission with Washington State Department of Ecology.A copy shall be provided to the City of 11 Renton. The timing of the removal and decommissioning of all other geotechnical instruments and 12 monitoring points shall be following the completion of monitoring and as approved by the City of 13 Renton. 14 15 Remove instrumentation identification devices and protective barriers. For installed casings,the pipe 16 shall be cut three feet below the ground surface. 17 2-05.4 Measurement 18 Abandonment of monitoring wells will be measured per each well decommissioned. 19 2-05.5 Payment si 20 Payment will be made in accordance with Section 1-04.1 for the following bid item: 21 22 "Abandonment of Monitoring Wells",per each. 23 2-06 SUBGRADE PREPARATION 24 2-06.5 Measurement and Payment 25 (******) 26 Section 2-06.5 is supplemented as follows: 27 28 Subgrade preparation and maintenance including watering shall be considered as incidental to the 29 construction and all costs thereof shall be included in the appropriate unit or lump sum contract bid 30 prices. 31 2-09 STRUCTURE EXCAVATION 32 2-09.1 Description 33 (******) 34 Section 2-09.1 is supplemented as follows: 35 36 This work also includes the excavation, haul, and disposal of all unsuitable materials such as peat, 37 muck,swampy or unsuitable materials including buried logs and stumps. 1111 38 Rainier Ave S(SR 167)Improvements Project Special Provisions(Conformed) Phase 1: Shattuck Ave S Stormwater Bypass July 2009 SP-70 L 1 2-09.3(I)D Disposal of Excavated Material 2 (******) 3 Section 2-09.3(1)D is revised as follows: 4 5 The second paragraph is deleted and replaced as follows: 6 7All costs for disposing of excavated material within or external to the project limits shall be io 8 included in the unit contract price for structure excavation,Class A or B. 9 10 The third paragraph is deleted and replaced as follows: it 12 If the contract includes structure excavation, Class A or B, including haul,the unit contract price r�. 13 shall include all costs for loading and hauling the material the full required distance,otherwise all L14 such disposal costs shall be considered incidental to the work 15 2-09.4 Measurement Ltt 16 (******) 17 Section 2-09.4,paragraph for"Gravel backfill"is deleted and replaced as follows: 18 19 Gravel backfill. Gravel backfill except when used as bedding for culvert, storm sewer, sanitary 20 sewer, manholes, and catch basins, will be measured by the cubic yard in place determined by the 21 neat lines required by the Plans or by the ton as measured in conformance with Section 1-09.2. 22 23 Section 2-09.4 is supplemented with the following. 24 i 25 The horizontal limits for measurement of structure excavation for the 48-inch diameter storm drain 26pipeshall be 8 feet. 27 28 The lower vertical limits for measurement of structure excavation for pipe, catch basins and manholes 29 shall be the bottom of the excavation as detailed on the Plans, including over-excavation for bedding 30 and quarry spalls. so 31 2-09.5 Payment 32 eic*****) 33 Section 2-09.5 is revised and supplemented as follows: 34 35 Payment will be made for the following bid items when they are included in the proposal: 36 37 "Structure Excavation Class A Incl.Haul,"per cubic yard. 38_ "Structure Excavation Class B Incl.Haul,"per cubic yard. 39 40 Payment for reconstruction of surfacing and paving within the limits of structure excavation will be at 41 the applicable unit prices for the items involved. 42 43 If the Engineer orders the Contractor to excavate below the elevations shown in the Plans, the unit 44 contract price per cubic yard for"Structure Excavation Class A or B Incl.Haul"will apply. But if the i 45 Contractor excavates deeper than the Plans or the Engineer requires,the Contracting Agency will not 46 pay for material removed from below the required elevations. In this case, the Contractor, at no 47 expense to the Contracting Agency, shall replace such material with concrete or other material the Rainier Ave S{SR 167)Improvements Project Special Provisions(Conformed) Phase 1: Shattuck Ave S'Stormwater Bypass July 2009 SP-71 1 Engineer approves.The unit contract price per cubic yard for the bid items listed above shall be full 2 pay for all labor,materials,tools,equipment,and pumping. 3 4 "Shoring or Extra Excavation Class B, per square foot. 5 6 The unit contract price per square foot for "Shoring or Extra Excavation Class B" shall be full 7 payment for all excavation, backfill, compaction, and other work required when extra excavation is 8 used in lieu of constructing shoring. If select backfill material is required for backfilling within the 9 limits of the structure excavation,it shall also be required as backfill material for the extra excavation 10 at the Contractor's expense. Any excavation or backfill material being paid by unit price shall be 11 calculated by the Engineer only for the neat line measurement of the excavation and shall not include 12 the extra excavation beyond the neat line. 13 14 END OF DIVISION 2 I I I I I I I I I I I Rainier Ave S(SR 167)Improvements Project Special Provisions(Conformed) Phase I: Shattuck Ave S Stormwater Bypass July 2009 SP-72 Ll> DIVISION 5 2 SURFACE TREATMENTS AND PAVEMENTS i3 5-04 ASPHALT CONCRETE PAVEMENT 4 5-043(7)A Mix Design 5 Item 2 is deleted and replaced as follows: 6 (******) 7 2. Non Statistical'HMAEvaluation. The Contractor shall submit a certification that the 8 mix design submitted meets the requirements of Sections 9-03.8(2) and 9-03.8(6). The 9 Contractor must submit the mix design using DOT Form 350-042 EF. Verification of the 10 mix design by the Contracting Agency is not needed. The Project Engineer will determine 11 anti-strip requirements for the HMA. 12 13 The mix design will be the initial job mix formula (JMF) for the class of mix. Any 14 additional adjustments to the JMF will require the approval of the Project Engineer and 15 may be made per Section 9-03.8(7). 16 17 5-04.3(8)A Acceptance Sampling and Testing—HMA Mixture iii 18 Item 1 is deleted and replaced as follows: 19 (******) 20 1. General. Acceptance of HMA shall be as provided under nonstatistical or commercial 21 evaluation. 22 23 Nonstatistical evaluation will be used for the acceptance of HMA 24 116 25 Commercial evaluation will be used for Commercial HMA and for other classes of HMA 26 in the following applications: sidewalks, road approaches, ditches, slopes, paths, trails, 27 gores,prelevel, and pavement repair. Other nonstructural applications as approved by the 28 Project Engineer. Sampling and testing of HMA accepted by commercial evaluation will 29 be at the option of the Engineer. The proposal quantity of HMA that is accepted by 30 commercial evaluation will be excluded from the quantities used in the determination of 31 nonstatistical evaluation. 32 33 Item 7 is deleted. L. 34 35 5-04.5(1)A Price Adjustments for Quality of HMA 36 Section is deleted and replaced as follows: 37 (******) 38 Statistical analysis of quality of gradation and asphalt content will be performed based on Section 1- 39 06.2 using the following price adjustment factors: 40 41 Table of Price Adjustment Factors 42 Constituent Factor"1" 43 All aggregate passing: 1 Y2," 1,"3/a,"1/2,"3/8"and No.4 sieves 2 44 All aggregate passing No. 8,No 16,No. 30,No.50,No. 100 3 45 All aggregate passing No.200 sieve 20 46 Asphalt binder 52 47 110 Rainier Ave S(SR 167)Improvements Project Special Provisions(Conformed) Phase T:• Shattuck Ave S Stormwater Bypass July 2009 SP-73 1 A pay factor will be calculated for sieves listed in Section 9-03.8(7)for the class of HMA and for the 2 asphalt binder. 3 1. Nonstatistical Evaluation. Each lot of HMA produced under Nonstatistical Evaluation 4 and having all constituents falling within the tolerance limits of the job mix formula shall 5 be accepted at the unit contract price with no further evaluation. When one or more 6 constituents fall outside the nonstatistical acceptance tolerance limits in Section 9-03.8(7), 7 the lot shall be evaluated in accordance with Section 1-06.2 to determine the appropriate 8 CPF. The nonstatistical tolerance limits will be used in the calculation of the CPF and the 9 maximum CPF shall be 1.00. When less than three sublots exist, backup samples of the 10 existing sublots or samples from the street shall be tested to provide a minimum of three 11 sets of results for evaluation. 12 13 2. Commercial Evaluation. If sampled and tested, HMA produced under Commercial II 14 Evaluation and having all constituents falling within the tolerance limits of the job mix- 15 formula shall be accepted at the unit contract price with no further evaluation. When one 16 or more constituents fall outside the commercial acceptance tolerance limits in Section 9- 17 03.8(7), the lot shall be evaluated to determine the appropriate CPF. The commercial 18 tolerance limits will be used in the calculation of the CPF and the maximum CPF shall be 19 1.00. When less than three sublots exist, backup samples of the existing sublots or 20 samples from the street shall be tested to provide a minimum of three sets of results for 21 evaluation. 22 23 For each lot of HMA produced under Nonstatistical or Commercial Evaluation when the 11 24 calculated CPF is less than 1.00, a Nonconforming. Mix factor` (NCMF) will be 25 determined. The NCMF equals the algebraic difference of CPF minus 1.00 multiplied by 26 60 percent. The Job Mix Compliance Price Adjustment will be calculated as the product 27 of the NCMF, the quantity of HMA in the Flot in tons, and the unit contract price per ton 28 of the mix. 29 30 If a constituent is not measured in accordance with these Specifications, its individual pay 31 factor will be considered 1.00 in calculating the composite pay factor. 32 33 5-04.5(1)B Price Adjustments for Quality of HMA Compaction 34 Section is deleted and replaced as follows: 35 (******) 36 The maximum CPF of a compaction lot is 1.00 37 38 For each compaction lot of HMA when the CPF is less than 1.00, a Nonconforming Compaction 39 Factor(NCCF)will be determined. THE NCCF equals the algebraic difference of CPF minus 1.00 II 40 multiplied by 40 percent. The Compaction Price Adjustment will be calculated as the product of the ii 41 NCCF,the quantity of HMA in the lot in tons and the unit contract price per ton of the mix. 42 43 END OF DIVISION 5 I I I Rainier Ave S(SR 167)Improvements Project Special Provisions(Conformed) Phase 1: Shattuck Ave S Stormwater Bypass July 2009 SP-74 1 DIVISION 7 2 DRAINAGE, STRUCTURES,STORM SEWERS,SANITARY SEWERS,WATER L3 MAINS,AND CONDUITS 4 7-01 DRAINS t. ✓ 5 7-01.2 Materials 6 The second paragraph of Section 7-01.2 is revised as follows: L7 (******) 8 Drain pipes may be concrete, zinc coated (galvanized) corrugated iron with Asphalt Treatment I, 9 aluminum coated (aluminized)corrugated iron with Asphalt Treatment I, zinc coated(galvanized) 10 steel with Asphalt Treatment I, corrugated aluminum alloy,polyvinyl chloride(PVC), or corrugated 11 polyethylene(PE)at the option of the Contractor unless the Plans specify the type to be used. 12 13 7-01.3 Construction Requirements 14 Section 7-01.3 is revised as follows:. 15 (******) 16 The second paragraph is revised as follows: 17 18 PVC drain pipe shall be jointed with a bell and spigot joint using a flexible elastomeric seal as 19 described in Section 9-04.8. The bell shall be laid upstream.PE or ABS drain pipe shall be 20 jointed with snap-on, screw-on, or wraparound coupling bands as recommended by the 21 manufacturer of the tubing. 22 23 The sixth paragraph is revised as follows: 24 25 PVC underdrain pipe shall be jointed using either the flexible elastomeric seal as described in 26 Section 9-04.8 or solvent cement as described in Section 9-04.9, at the option of the Contractor 27 unless otherwise specified in the Plans. The bell shall be laid upstream. PE or ABS drainage L. 28 tubing underdrain pipe shall be jointed with snap-on, screw-on, or wraparound coupling bands, 29 as recommended by the manufacturer of the tubing. 30 • 31 7-01.4 Measurement 32 Section 7.01.4 is supplemented with the following. L 33 34 All cleanouts for the underdrain pipe, as shown on the Landscape Grading Plan, are incidental to the 35 bid item"underdrain Pipe In.Diam.". 36 tit Rainier Ave S(SR 167)Improvements Project Special Provisions(Conformed) Phase I: Shattuck Ave S Stormwater Bypass July 2009 .10 SP-75 1 7-04 STORM SEWERS 2 7-04.2 Materials 3 The list of storm sewer materials is supplemented with the following: 4 5 Ductile Iron Storm Sewer Pipe 9-05.13 6 7 The second paragraph of Section 7-04.2 is revised as follows: 111 8 (******) 9 Where steel or aluminum are referred to in this Section in regard to a kind of storm sewer pipe, it 10 shall be understood that steel is zinc coated (galvanized), Asphalt Treatment I Coated corrugated 11 iron or steel and aluminum is corrugated aluminum alloy as specified in Sections 9-05.4 and 9-05.5. 12 13 The Contractor shall require pipe suppliers to furnish certificates signed by their authorized 14 representative, stating the specifications to which the materials or products were manufactured. The 15 Contractor shall provide 2 copies of these certifications to the Engineer for approval. Certificates 16 showing nonconformance with the contract shall be sufficient evidence for rejection. 17 18 Approval of certificates shall be considered only as tentative acceptance of the materials and 19 products,and such action by Engineer will not relieve Contractor of his/her responsibility to perform 20 field tests and to replace or repair faulty materials, equipment, and/or workmanship at Contractor's 21 own expense. 22 23 Corrugated Polyethylene Storm Sewer Pipe(CPEP)shall have watertight joints. 24 25 7-04.3 Construction Requirements 26 27 Section 7-04.3 is supplemented as follows: 28 (******) 111 29 All storm sewer lines shall be inspected by the use of a television camera prior to final acceptance in 30 accordance Section 7-17.3(2)H of the Standard Specifications and these Special Provisions. 31 32 7-04.4 Measurement I 33 The first paragraph of Section 7-04.4 is revised as follows: 34 (******) 35 The length of storm sewer pipe will be the number of linear feet of completed installation measured 36 along the invert and will include the length through elbows,tees, and fittings. The number of linear 37 feet will be measured from the center of manhole or from the center of catch basin to center of catch it 38 basins and similar type structures. 111 I I I Rainier Ave S(SR 167)Improvements Project Special Provisions(Conformed) Phase 1: Shattuck Ave S Stomiwater Bypass July 2009 SP-76 L1 7-04.5 Payment 2 Section 7-04.5 is supplemented with the following: 3 (******) 4 "Ductile Iron Storm Sewer Pipe In.Diam.",per linear foot. 5 6 The second and third paragraphs of Section 7-04.5 are revised as follows: L7 (******) 8 The unit contract price per linear foot for storm sewer pipe of the kind and size specified shall be full 9L pay for all work to complete the installation, including adjustment of inverts to manholes. When the 10 bid item"Gravel Backfill for Pipe Bedding" is not included in the Schedule of Prices,pipe bedding, 11` as shown in the Standard Plans, shall be considered incidental to the pipe and no additional payment 12 shall be made. 13 14 Testing of storm sewer pipe, if required by the Engineer, shall be considered incidental to and 15 included in the unit contract prices for other items unless the bid item Testing Storm Sewer Pipe has 16 been included in the Schedule of Prices. 17 18 Cost of connecting pipe to structures shall be included in the various unit contract prices for storm • 19 sewer pipe,and no additional compensation will be allowed. r 20 21 Abandonment and plugging of pipe shall be included in the lump sum contract price for"Removal of 22 Structure and Obstruction". No separate payment will be made. 23 24 Payment for Television Inspection of storm sewer pipe shall be included in the lump sum item 25 "Television Inspection"described in Section 7-17.5 of these Special Provisions. L 26 27 7-05 MANHOLES,INLETS,AND CATCH BASINS L 28 7-05.3 Construction Requirements 29 Section 7-05.3 is supplemented as follows: 30 (******) 31 All manholes shall have eccentric cones and shall have ladders. 32 I33 Sanitary sewer pipe to manhole connections shall be"Kor-n-Seal"boot or approved equal. 34 35` Sanitary Manhole Extra Shallow Type C shall be constructed as detailed in the City of Renton t36 Standard Details. i 37 38 Due to anticipated unsuitable soils for deep manhole and catch basin foundations, excavations for 39 Type 2 Catch Basins and Sanitary Sewer Manholes shall be overexcavated an additional 2 feet and 40 replaced with quarry spalls wrapped in construction geotextile for separation,as detailed on the 41 Plans. • 42 _= 43 7-05.3(1) Adjusting Manholes and Catch Basins to Grade 44 Section 7-05.3(1)is deleted and replaced as follows: • 45 (******) 46' Where shown in the Plans or where directed by the Engineer,the existing manholes,catch basins, or 47 inlets shall be adjusted to the grade as staked or otherwise designated by the Engineer. 48 LRainier Ave S(SR 167)'Improvements Project Special Provisions(Conformed) Phase 1: Shattuck Ave S Stomtwater Bypass July 2009 SP-77 1 The existing cast iron ring and cover on manholes and the catch basin frame and grate shall first be 2 removed and thoroughly cleaned for reinstalling at the new elevation. From that point, the existing 3 structure shall be raised or lowered to the required elevation. 4 5 The Contractor shall construct manholes so as to provide adjustment space for setting cover and 6 casting to a finished grade as shown on the construction Plans, Manhole ring and covers shall be 7 adjusted to the finished elevations per City of Renton Standard Detail BR29,SP Page B074,prior to 8 final acceptance of the work. Manholes in unimproved areas shall be adjusted to 6 inches above 9 grade. 10 11 In unpaved streets: Manholes, catch basins, and similar structures in areas to be surfaced with 12 crushed rock or gravel shall be constructed to a point approximately eight inches below the subgrade 13 and covered with a temporary wood cover. Existing manholes shall be cut off and covered in a 14 similar manner. The Contractor shall carefully reference each manhole so that they may be easily 15 found upon completion of the street work. After placing the gravel or crushed stone surfacing, the 16 manholes and manhole castings shall be constructed to the finished grade of the roadway surface. 17 Excavation necessary for bringing manholes to grade shall center about the manhole and be held to 18 the minimum area necessary. At the completion of the manhole adjustment, the void around the 19 manhole shall be backfilled with materials which result in the section required on the typical 20 roadway section,and be thoroughly compacted. 21 22 In cement concrete pavement: Manholes, catch basins, and similar structures shall be constructed 23 and adjusted in the same manner as outlined above except that the final adjustment shall be made 24 and cast iron frame be set after forms have been placed and checked. In placing the concrete 25 pavement,extreme care shall be taken not to alter the position of the casting in any way. 26 27 In asphalt concrete pavement: Manholes shall not be adjusted until the pavement is completed, at 28 which time the center of each manhole shall be carefully relocated from references previously 29 established by the Contractor. The pavement shall be cut in a restricted area and base material be 30 removed to permit removal of the cover. The manhole shall then be brought to proper grade 31 utilizing the same methods of construction as for the manhole itself. The cast iron frame shall be 32 placed on the concrete blocks and wedged up to the desired grade. The asphalt concrete pavement 33 shall be cut and removed to a neat circle,the diameter of which shall be equal to the outside diameter 34 of the cast iron frame plus two feet. The base materials and crushed rock shall be removed and Class 35 3000 or Commercial Portland Cement Concrete shall be placed so that the entire volume of the 36 excavation is replaced up to within but not to exceed 2 inches of the finished pavement surface. On 37 the day following placement of the concrete, the edge of the asphalt concrete pavement, and the 38 outer edge of the casting shall be painted with hot asphalt cement.HMA CL 3/8 PG 64-22 shall then 39 be placed and compacted with hand tampers and a patching roller.The complete patch shall match 40 the existing paved surface for texture, density, and uniformity of grade. The joint between the patch 41 and the existing pavement shall then be carefully painted with hot asphalt cement or asphalt 42 emulsion and shall be immediately covered with dry paving sand before the asphalt cement 43 solidifies.The inside throat of the manhole shall be thoroughly mortared and plastered. 44 45 Adjustment of inlets: The final alignment and grade of cast iron frames for new and old inlets to be 46 adjusted to grade will be established from the forms or adjacent pavement surfaces. The fmal 47 adjustment of the top of the inlet will be performed in similar manner to the above for manholes. On 48 asphalt concrete paving projects using curb and gutter section,that portion of the cast iron frame not 49 embedded in the gutter section shall be solidly embedded in concrete also. The concrete shall extend 50 a minimum of six inches beyond the edge of the casting and shall be left 2 inches below the top of 51 the frame so that the wearing course of asphalt concrete pavement will butt the cast iron frame. The Rainier Ave S(SR 167)Improvements Project Special Provisions(Conformed) Phase 1: Shattuck Ave S Stormwater Bypass July 2009 SP-78 L 1 existing concrete pavement and edge of the casting shall be painted with hot asphalt cement. 2 Adjustments in the inlet structure shall be constructed in the same manner and of the same material 3 as that required for new inlets.The inside of the inlets shall be mortared and plastered. 4 5 Monuments and cast iron frame and cover: Monuments and monument castings shall be adjusted 6 to grade in the same manner as for manholes. 7 r 8 Valve box castings: Adjustments of valve box castings shall be made in the same manner as for 9 manholes. 10 11` 7-05.3(3) Connections to Existing Manholes 12 Section 7-05.3(3)is supplemented as follows: 13 (******) 14 Where shown on the Plans, new drain pipes shall be connected to existing line, catch basin, curb 15 inlets and/or manholes. The Contractor shall be required to core drill into the structure, shape the 16 new pipe to fit and regrout the opening in a workmanlike manner. Where directed by the Engineer 17 or where shown on the Plans,additional structure channeling will be required. 18 19 Connections to existing sanitary sewer manholes shall be core drilled. Couplings shall be equal to 20 "Kor-n-Seal boots. Existing sanitary sewer manholes shall be cleaned,repaired,and rechanneled as 21 necessary to match the new pipe configuration and as shown on the construction Plans. 22 r 23 A "connection to existing" item will be allowed at any connection of a new line to an existing L 24 structure,or the connection of a new structure to a existing line. No"connection to existing"will be 25 accepted at the location of new installation,relocation and adjustment of line manholes, catch basins LW, 26 or curb inlets. 27 28 Any damage to existing pipe or structure that is to remain in place resulting from the Contractor's 29 operations shall be repaired or replaced at his own expense. 30 31 The unit bid price per each shall be full compensation for all labor, materials and equipment 32 required. 33 34 Section 7-05.3(5)is a new section: 35 (******) r 36 7-05.3(5) Manhole Coatings lit 37 All new sanitary sewer manholes shall be coated as specified below. The following coating system 38 specifications shall be used for coating (sealing) all interior concrete surfaces of sanitary sewer 39 manholes. 40 41 Coating Material: High Solids Urethane 42 43 Surfaces: Concrete 44 45 Surface Preparation: In accordance with SSPC SP-7(Sweep of brush off blast) L46 Application:. Shop/Field. The drying time between coats shall not exceed 24 hours 47 in any case 48 49 ' System Thickness: 6.0 mils dry film 50 L Rainier Ave S(SR 167)Improvements Project Special Provisions(Conformed) Phase,1: Shattuck Ave S Stormwater Bypass July 2009 SP-79 1 Coatings: Primer: One coat of Wasser MC-Aroshield (2.0 mils DFT) 2 Finish:Two or more coats of Wasser MC-Aroshield(min.4.0 mils DFT) 3 4 Color: White 5 6 Section 7-053(6)is a new section: 7 (******} 8 7-05.3(6) Catch Basin Type 2 84 In.Diam.With Casing 9 10 Where indicated on the Plans, new Type 2 Catch Basins shall be equipped with steel casings for 11 installation of a PVC sanitary sewer carrier pipe through the catch basin. 12 13 Steel pipe for casings shallmeet the specifications and coating requirements detailed in Section 9- 14 30.1(4)A of the Special Provisions and Standard Specifications, and shall have a minimum thickness 15 of 0.25 inch. 16 17 The PVC carrier pipe shall extend a minimum of one foot beyond the steel casing. Casing spacersI 18 shall be Calpico Model M or equivalent as approved by Owner. Both ends of the steel encasement 19 pipe shall be capped with neoprene casing end seals (Cascade End Seals or equivalent as approved 20 by Owner). 21 22 Section 7-05.3(7)is a new section: 23 (******) 24 7-05.3(7) Overflow Riser with Shear Gate 25 26 An overflow riser shall be installed in a Type 2 Catch Basin where shown and as detailed on the 27 Plans. Prior to construction, the contractor shall provide detailed shop drawings for review for the 28 overflow riser, including details for connecting the`riser to the existing storm drain, watertight 29 cleanout plate, shear gate, and pipe support. The shear gate control rod shall be bent/aligned to be 30 operable from the surface with the manhole cover open. 31 7-05.4 Measurement it 32 Section 7-05.4 is supplemented as follows: 33 (******) 34 Manholes will be measured per each.Measurement of manhole heights for payment purposes will be 35 the distance from finished rim elevation to the invert of the lowest outlet pipe. 36 37 Adjustments of new structures and miscellaneous items such as valve boxes shall be considered 38 incidental to the unit contract price of the new item and no further compensation shall be made. 39 40 Adjustment of existing valve boxes shall be measured per each. 41 42 Connection to existing pipes and structures shall be measured per each. 43 44 Overflow Riser with Shear Gate, In.Diam. shall be measured per each. 45 I I Rainier Ave S(SR 167)Improvements Project Special Provisions(Conformed) Phase 1: Shattuck Ave S Stormwater Bypass July 2009 L SP-8Q Li 7-05.5 Payment 2 Section 7-05.5 is supplemented as follows: L 3 4` 1 / "Manhole 48 In.Diam.Sanitary,"per each 5 "Sanitary Manhole Extra Shallow Type C,"per each - 6 7 The unit contract price per each for sanitary sewer manholes shall be full pay for furnishing and 8 installing the manholes, including urethane coating and connections to existing and new pipes, as 9 shown on the Plans. 10 1 1 The unit contract price per each for"Sanitary Manhole Extra Shallow Type C"shall also include 12 10"diameter PVC sewer pipe and couplings as required to replace the existing manhole as shown on 13 the Plans. 14 15 "Catch Basin Type 2 84 In.Diam.With Casing,"per each 16 17 The unit contract price per each for"Catch Basin Type 2 84 In.Diam.With Casing," shall be full 18 pay for furnishing and installing the catch basin as detailed on the Plans, including coated steel 19 casing for sanitary sewer pipe, casing spacers, neoprene casing end seals, and concrete fill in sump 20 where required. 21 22 "Adjust Catch Basin,"per each. L�: 23 24 "Adjust Manhole,"per each. 25 L26 "Adjust Valve Box,"per each. 27 28 The unit contract price per each for"Adjust Catch Basin", "Adjust Manhole", and "Adjust Valve 29L ' Box"shall b.e full pay for all labor and materials including all concrete for the completed adjustment 30 and restoration of adjacent areas in a manner acceptable to the Engineer. 31 32 If no bid item for Structure Excavation Class A or Structure Excavation Class B is included in the 33 schedule of prices then the work will be considered incidental and its cost should be included in the 34 : cost of the pipe. 35 36 "Connection to Existing Drainage Structure,"per each. 37 38 The unit contract price per each for"Connection to Existing Drainage Structure"shall be full pay to 39 complete the work, including excavation, removal and replacement of manhole top, core drilling, 40 pipe connection,and ladder adjustment. 41 42 "Connect Structure to Existing Pipe,"per each. 43 44 The unit contract price per each for "Connect Structure to Existing Pipe" shall be full pay to 45 complete the work, including cutting and replacing portions of existing pipe to form the connection. 46 47 "Connection=to Existing Manhole,"per each 4$ ' 10 IvRainier Ave S(SR 167)Improvements Project Special Provisions(Conformed) Phase 1: Shattuck Ave S Stormwater Bypass July 2009 ISP-81 1 The unit contract price per each for"Connection to Existing Manhole" shall be full pay to complete 2 the work, including excavation, removal and replacement of manhole top, core drilling, pipe 3 connection,re-channeling,and ladder adjustment. 4 5 "Locking Solid Metal Cover and Frame for Catch Basin,"per each 6 7 The unit contract price per each for"Locking Solid Metal Cover and Frame for Catch Basin " shall 8 be full pay to complete the work of replacing existing catch basin grates with a new solid locking al 9 metal cover for catch basin as detailed in the Renton Standard Details. If the existing catch basin 10 frame is not compatible with the solid cover,the frame shall be replaced at no extra cost. 11 12 "Overflow Riser with Shear Gate,18 In.Diam.,"per each 13 14 The unit contract price per each for"Overflow Riser with Shear Gate, 18 In. Diam.," shall be full 15 pay for furnishing and installing the overflow riser as detailed on the Plans, including cleanout plate, 16 pipe supports,and shear gate with control rod. 17 18 7-06 DEWATERING(NEW SECTION 19 Section 7-06 is vacant and is replaced with the following new section: 20 21 (******) 22 Definitions 23 Aquifer: rock or sediment in a formation, group of formations, or part of a formation that is 24 saturated and sufficiently permeable to transmit water to pumped wells, well points, eductors, and 25 sumps. 26 27 Confining Layer: a body of material of low hydraulic conductivity/permeability that is 28 stratigraphically adjacent to one or more aquifer. It may lie above or below the aquifer and has a 29 permeability lower than the adjacent aquifer. 30 31 Dewatering System: a system that will lower the water table,piezometric, or potentiometric surface 32 adequately to permit safe and dry construction. 33 34 Groundwater: water that is found in fully saturated soils,sediments and rocks below the surface of 35 the ground and which flows primarily in response to gravitational forces. 36 37 Confined Groundwater: groundwater under pressure that is greater than atmospheric pressure. 38 Confined groundwater is separated from direct contact with atmospheric pressure because of 39 overlying impermeable or relatively low permeability layers of sediments or rock. 40 41 Groundwater (unconfined): water in an aquifer that has a water table that is at atmospheric 42 pressure. 43 44 Groundwater Table: is a particular potentiometric surface for an unconfined aquifer. 45 46 Incidental Sump Pumping: sump pumping of perched or pocketed groundwater in an excavation 47 where the static groundwater table has already been lowered below subgrade using wells or well 48 points. 49 I Rainier Ave S(SR 167)Improvements Project Special Provisions(Conformed) Phase 1: Shattuck Ave S Stormwater Bypass July 2009 SP-82 L i Potentiometric Surface/Piezometric Level: theoretical (imaginary) surface of the static head of 2 groundwater in an aquifer. The water table is a particular potentiometric surface for an unconfined 3 aquifer. 5 Sand/Gravel Pack: a sand or gravel material which is placed in the annular space between a drilled 6 hole and the well casing and/or well screen. 7 8 Saturated Zone: the part of an unconfined aquifer below the water table where the soil pores are 9 completely filled with water. 10 11 Screen (well screen): a cylinder of steel or plastic material with slots or perforations used to allow 12 water to enter a well while preventing sediment or rock particles from entering the well. 13 iii 14 Piezometric Level/Head: the level representing the total hydraulic head of groundwater in a 15 confined aquifer. 16 L17 Piezometric Pressure: pore water pressure at a specific point. 18 19 Pore Water Pressure: the pressure of groundwater in a soil, measured relative to atmospheric 20 pressure. 21 22 Pumped Well: a hole in the ground with a casing in screen that includes its own motorized pump in r 23 the casing or screen to lift water to the surface. 24 25 Pumping Level: the level of water in a well casing or screen when pumping is in progress. 26 27 Observation Well: a non-pumping well used to observe changes,in the elevation of the water table 28 or the potentiometric surface/piezometric head. 29 I. 30 Subgrade: the finished grade level of an excavation as shown on the Drawings, below any slab 31 including excavation for foundation material. 32 33 Sump: shallow hole in the ground adjacent to or in excavation trench with a slotted or perforated 34 casing containing a pump and surrounded by filter sand or gravel to prevent the pumping of 35 formation material. 36 37 Well Point: a short slotted or perforated screen (usually steel or plastic and generally less than 4 38 inches in diameter and 5 feet long)attached to a 15 to 50-foot-long riser pipe and typically jetted, 39 driven,or installed in a drilled hole. 40 41 Well Point System: a dewatering system that includes a number of well points, vacuum header, 42 vacuum well point pump,and discharge pipe. 43 44 7-06.1 Description of Work 45',` 46 This section specifies the definition, responsibilities, and execution for control of water. Control of 47 water shall consist of the design, furnishing, installation, operation, maintenance, monitoring, and 48 removal of a dewatering system or systems to achieve proper completion of all work performed 49 under this contract. 50 Rohner Ave$gilt 167)Improvements Project Special Provisions(Conformed) Phase 1: Shattuck Ave S Stormwater Bypass July 2009 SP-83 II 1 The Contractor shall depress water levels and hydrostatic pressures a minimum of 2 feet below the 2 excavation bottom at all times under all conditions. The Contractor shall provide, operate, maintain, 3 and decommission the dewatering systems that consist of deep wells and/or well points. The 4 Contractor shall control groundwater so as to prevent softening of the bottom of excavations, of 5 formation of"quick" conditions or "boils" during excavation. The Contractor shall design, install, 6 maintain,and operate the dewatering system so as to prevent removal of the natural soils. 7 8 The Contractor shall provide backup systems for all ordinary emergencies, including power outage 9 and flooding, and shall have available at all times competent workers for the continuous and 10 successful operation of the dewatering system. The Contractor shall not disable or shout-down the 11 dewatering system between shifts, on holidays, or weekends, or during work stoppages, without 12 written permission from the Engineer. The Contractor shall be responsible for maintaining all 13 electric power service connections to the dewatering system components and for the cost of electric 14 power used in the operation of the dewatering system. 15 16 The Contractor shall control surface runoff so as to prevent entry or collection of water in 17 excavations or in other isolated areas of the site. The Contractor shall employ sumps to pump any 18 pocketed or undrained water not otherwise collected or removed. However,the Contractor shall rely 19 solely upon open and cased sumps for dewatering. The Contractor shall use sumps only where static 20 groundwater levels are less than 2 feet above trench bottom or in areas where the potentiometric 21 surface has been previously lowered to within 2 feet of subgrade using well points or pumped wells. 22 23 The Contractor shall design the dewatering system using accepted and professional methods of 24 design and engineering consistent with sound modem practice. The dewatering system shall 25 designed, stamped and sealed by either a professional engineer or"a licensed hydrogeologist in the 26 State of Washington. The Contractor shall have,or shall employ,the services of a subcontractor who 27 has experience in the field of dewatering system design,installation,operation,and maintenance. 28 29 Before the commencement of any dewatering, the Contractor shall obtain acceptance by the 30 Engineer for the design,materials,method, installation,and operation and maintenance details of the 31 dewatering system(s) and monitoring system the Contractor Plans to install. Acceptance by the 32 Engineer of the design, materials, method, installation, and operation and maintenance details 33 submitted by the Contractor shall not in any way relieve the Contractor from responsibility for errors 34 therein or from the entire responsibility for complete and adequate design, materials, installation, 35 operation,maintenance and performance of the system in controlling the water level in the excavated 36 areas and for control of the hydrostatic pressures to the depths herein specified. 37 38 The Contractor shall bear sole responsibility for proper design, installation, operation, maintenance, 39 and any failure of any component of the dewatering system for the duration of this contract. 40 41 After initiating dewatering operations, the Contractor shall operate, maintain, and monitor the 42 dewatering system or systems for the duration of the contract until specifically authorized in writing 43 by the Engineer to cease operation,maintenance,or monitoring. 44 45 Well construction shall be in accordance with WAC 173-160. 46 47 Before the commencement of any dewatering to existing storm drain systems, the Contractor shall 48 install, operate, and maintain a water treatment system to provide for settling of suspended solids or 49 other requisite water quality treatment in the discharge from any sumping, dewatering well, or well 50 point system. 51 Rainier Ave S(SR 167)Improvements Project Special Provisions(Conformed) Phase 1: Shattuck Ave S Stormwater Bypass July 2009 SP-84 L 1 The Contractor shall dewater and dispose of the water in a manner that will not cause injury to 2 public or private property,or to cause a nuisance or a menace to the public. 3 L 4 The Contractor shall not allow the water discharged from the dewatering system well,well points, or 5 supplemental water control systems(e.g. sumps)to degrade the water quality of the receiving waters. 6 The Contractor shall comply with the requirements of the Standard Specifications and Amendments. 7. 8 The Contractor shall pay any fines incurred as a result of violation of surface water regulations. 9 10 7-06.1(1) Existing Monitoring Wells 11 12 The approximate locations of existing monitoring wells are shown on the Drawings. The Contractor 13 shall be allowed to use any existing City monitoring wells to ensure that dewatering systems meet 14 the drawdown requirements. The Contractor shall assume responsibility for determining the 15 suitability and function of existing wells. The City shall bear no responsibility for the condition and 16 usefulness,or lack thereof,of existing wells. 17 18 7-06.1(2) Quality Assurance 19 20 The Contractor shall include, at a minimum, all of the elements necessary for furnishing, installing, 21 operating, and maintaining the dewatering system. The Contractor shall employ the services of a 22 specialty dewatering subcontractor who has at least 5 years experience in the field of large area-wide 23 dewatering system design, installation, operation, and maintenance, and who can document L. 24 successful completion of at least 5 projects in the Puget Sound region that included either large 25 diameter deep wells and/or well points. 26 L 27 The Contractor shall employ materials, equipment, and construction methods commonly used and 28 proven as suitable for the duration of construction dewatering. The Contractor shall employ provide 29 submittals and/or product data that demonstrate' the suitability of the materials and equipment 30 proposed for use on these systems. The Contractor shall test the dewatering system to the reasonable 31 satisfaction of the Engineer and make operational any deficiency prior to excavation. 32 33 The Contractor shall integrate all dewatering, shoring, and excavation activities to ensure that 34 dewatering, shoring,and excavation activities do not impede or conflict to the detriment of the work. 35 The Contractor shall be responsible for any impacts to the project from conflicts between 36 dewatering,shoring,and/or excavation. 37 38 , The Contractor shall control excavation dewatering to prevent damage from settlement due to L. 39 possible lowering of the adjacent groundwater table. The release of groundwater to its static levels 40 shall be performed in such a manner as to maintain the undisturbed state of the foundation soils, 41 prevent disturbance of backfill,and prevent movement of all structures and utilities. 42 43 7-06.1(3) Submittals 44 45 Three weeks before excavation begins, the Contractor shall submit drawings and complete design 46 data showing methods and equipment the Contractor proposes for dewatering, including relief of 47 . hydrostatic head, management of other water, and in maintaining the excavation m a dewatered, 48 hydrostatically controlled condition. The Contractor shall submit information sufficient for the 1 49 Engineer to understand the dewatering system including,but not limited to,the following: 50 LRainier Ave S(SR 167)Improvements Project Special Provisions(Conformed) Phase 1: Shattuck AveS Stormwater Bypass July 2009 SP-85 1 1. Specifications and manufacturer's literature of the materials and a description of the II 2 methods proposed for use in the construction of the dewatering system. 3 2. Drawings indicating the location and size of berms, dikes, ditches, wells, well points, 4 sumps, monitoring well, gravel drains, treatment facilities, discharge lines, and outfall 5 design. The drawings shall include,at a minimum,all dewatering system elements. 6 3. Capacities of pumps,prime movers,and standby equipment. 7 4. Information supporting the location and number of any wells, well points, gravel drains, 8 sumps and discharge lines,and the adequacy of vacuum header,pressure header,discharge 9 pipe sizes,pumps, filters/gravel packs,screens,and treatment facilities. 10 5. Information supporting the design of the dewatering wells, gravel packs,well points, and 11 water treatment systems. 12 6. Settlement monitoring plan that includes monitoring schedules and action items if 13 settlement is detected. 14 8. The location of settlement monitoring points and a photo log of all structures including 15 walls, slabs,exposed piping that might be affected by settlement due to lowering of the 16 groundwater. 17 9. Dewatering schedule,operation,maintenance,and abandonment procedures. 18 10. Project descriptions for dewatering projects of similar scope and size completed in the 19 Puget Sound region by the Contractor's specialty dewatering subcontractor. 20 21 7-06.1(4) Available Subsurface Data 22 23 The Contractor may use the information presented in the following reports: 24 25 "Geotechnical Engineering Report Shattuck Avenue South Storm Drain Diversion" 26 27 However, the Contractor shall assume responsibility for the interpretation or use of all of the 28 information presented in the above reports. The use of the available data and information in no way 29 relieves the Contractor from the sole responsibility for proper design, installation, operation, 30 maintenance, and any failure of any component of the dewatering systems for the duration of this 31 contract. 32 33 7-06.2 Materials 34 35 Vacant 36 37 7-06.3 Construction Requirements 38 39 7-06.3(1) Monitoring System 40 41 The Contractor may use some or all of the City's monitoring wells installed during the geotechnical 42 and environmental investigations as part of the monitoring system. The Contractor shall provide in- 43 line flowmeters on all well and well point system discharge pipes to ensure accurate measurement 44 of the total flow from the dewatering system. The flow meters shall show flow in gallons per minute 45 and total flow passing through the meter. The Contractor shall test and document the accuracy of all 46 installed flow meters. The Contractor shall provide flow meter calibration documentation to the 47 Engineer two weeks prior to any dewatering system pumping other than well or well point 48 development. 49 50 The Contractor shall install or identify settlement-monitoring points on structures and locations 51 shown on the Drawings and survey the elevation of the monitoring points to 0.01 foot precision. Rainier Ave S(SR 167)Improvements Project Special Provisions(Conformed) Phase 1: Shattuck Ave S Stormwater Bypass July 2009 SP-86 Li 2 The Contractor shall maintain accurate and precise daily records of settlement,water level, and flow 3 measurements. The Contractor shall measure settlement point elevations and water levels in all 4 pumping and monitoring wells to 0.01 foot precision and flow to within 5 gallons per minute. 5 Measurements shall be recorded on forms provided by the Engineer. 6 7 The Contractor shall being settlement monitoring 3 days prior to any pumping within 700 feet of a 8 settlement monitoring point. 9 10 The Contractor shall begin water level measurements within 24 hours of any well completion or well 11 point installation and development and continue daily measurements until the well is properly 12 abandoned or the Engineer approves cessation of measurement. 13 iiii 14 The Contractor shall begin water flow measurements within 4 hours of initiating pumping in any 15 well or well point system and continue measurements until the Engineer approves cessation of 16 measurement. The Contractor shall report to the Engineer, any changes in dewatering discharge L 17 flow of 25 percent or more occurring within any 24-hour period within 4 hours following such a 18 change. The Contractor shall notify the Engineer anytime a pump fails, or is turned off or on,for a 19 period of more than 4 hours. Additionally,the Contractor shall note and record when any well(s)or 20 dewatering systems are turned off and back on. The Contractor shall provide water level and flow L21 measurement records to the Engineer daily in both hardcopy and digital form. 22 L 23 The Contractor may remove and replace or shorten the casings of monitoring wells as the work 24 requires, however, the Contractor shall bear full responsibility for the water level information 25 provided by those wells and any consequences stemming from the lack of or error in the information. is- 26 The Engineer shall be notified of any change in the measuring points of any well. The Contractor 27 shall resurvey any shortened or lengthened observation well casing, and provide such data to the 28 Engineer. 29 30 The Contractor shall notify the Engineer, one week prior to installation of any monitoring wells. 31 The Contractor shall provide the Engineer with driller's logs and formation samples at 5-foot 32 intervals for each well. it. 33 34 7-06.3(2) Formation Protection and Well Development 35 36 The Contractor shall design, construct, operate, and maintain the dewatering system such that the 37 fine fraction of the foundation soils will not be removed upon pumping. 38 1 39 The Contractor shall develop all wells and well points to remove fines resulting from drilling and 40 construction and to increase the yield and hydraulic connection with the aquifer. The Contractor 41 shall discharge all development water to the sediment settling tanks prior to discharge. The 42 Contractor shall not discharge any development water directly to the ground surface or surface water 43 body. 44 45 The Contractor shall develop dewatering wells until the sand/silt content of the discharge water �w 46 during surging is less that 10 parts per million(ppm)as determined by a centrifugal separating meter 47 such as a Rossum SAND TESTER(Journal AWWA,46:123,February 1954),or equivalent. 48 L 49 The Contractor shall monitor discharge from all parts of the system to ensure that the sand/silt 50 content of the discharge water does not exceed 10 ppm as determined by a Rossum SAND TESTER 51 or equivalent. The Contractor shall provide all of the equipment and fittings for monitoring sand L Rainier Ave S(SR 167)Improvements Project Special Provisions(Conformed) Phase 1: Shattuck Ave S Stormwater Bypass July 2009 SP-87 1 content. The Contractor shall monitor sand/silt content daily for one week after installing any 2 dewatering well or well point and weekly thereafter. The Contractor shall take sand/silt content 3 measurements in the presence of the Engineer. The Contractor shall notify the Engineer of the time 4 of measurement and provide 24-hour notice of planned measurements. 5 6 7-06.3(3) Standby Equipment 7 8 The Contractor shall furnish and maintain on site sufficient power-generating and other equipment 9 and materials to ensure continuous and successful operation of the dewatering system. The 10 Contractor shall maintain on site, ready to operate, sufficient standby electrical generating capacity 11 to operate all well pumps and/or well point pumps simultaneously. 'The Contractor shall test all 12 backup electrical systems monthly in the presence of the Engineer. These tests shall include at least 13 24 hours of operation under full system load. The Contractor shall have on site,a backup pump for 14 each type of pump in the dewatering system and sufficient pipe and fittings for any repair. 15 - 16 7-063(4) Discharge Points and Pipes 17 18 Discharge piping shall be designed and installed in a manner which minimizes impacts to excavation 19 or construction activities. 20 21 Discharge points to be approved by the Engineer. iii 22 23 7-06.3(5) Water Supply for System Installation and Electrical Service 24 25 The Contractor shall provide water supply and electrical service needed for the dewatering systems. 26 The Contractor shall provide a completely separate power company source for the`dewatering 27 system electric service with its own meter and which shall be dedicated solely for the dewatering 28 system and separate from all other electric service. 29 30 7-06.3(6) Dewatering System Protection 31 32 The Contractor shall take reasonable precautions to ensure continuous successful operation of the 33 dewatering system. This includes establishing and/or maintaining adequate marking of all well, 34 pump, and pipeline locations. Wherever dewatering wells or discharge lines require crossing for 35 access into, out of, or around an excavation or driveway, steel ramps shall protect the system from 36 vehicular traffic. Existing driveway access shall be maintained at all times unless approved by the 37 Engineer. All ramps shall have the strength to support the heaviest equipment on site and shall 38 provide at least one foot of clearance between the dewatering system element and the underside of 39 the ramp. The Contractor shall clearly identify all vehicular access points across the dewatering 40 system with brightly colored or flagged 8-foot-high poles on each side of the access point. The 41 Contractor shall valve all ramped pipelines on both sides of the ramp. 42 43 7-063(7) System Removal 44 45 A licensed water well Contractor in accordance with WAC 173-160 shall abandon all wells, well 46 points,and observation wells installed by the Contractor. 47 48 7-06.4 Measurement 49 50 Dewatering will be measured per lump sum. 51 Rainier Ave S(SR 167)Improvements Project Special Provisions(Conformed) Phase 1: Shattuck Ave S Stormwater Bypass July 2009 L SP-88 1 Well Point System will be measured per linear foot along the centerline of each street, where used. 2 The quantityshown for this item in the Proposal ur is forthe purpose of establishing a unit price only, 3 and the "significant change" provisions of Section 1-04.4 of the Standard Specifications shall not 4 apply. Exact quantities will be determined in the field as work progresses. I m, 5 6 Pump Well System will be measured per linear foot along the centerline of each street, where used. 7 The quantity shown for this item in the proposal is for the purpose of establishing a unit price only, 8 and the "significant change" provisions of Section 1-04.4 of the Standard Specifications shall not 9 apply. Exact quantities will be determined in the field as work progresses. • 10 11 Trench Sump Pumping will be measured along the centerline of each trench where sump pumping is 12 used. The quantity shown for this item in the proposal is for the purpose of establishing a unit price 13 only, and the "significant change"provisions of Section 1-04.4 of the Standard Specifications shall L14 not apply. Exact quantities will be determined in the field as work progresses. 15 1 6 7-06.5 Payment 17 18 The following bid items will be paid as: 19 20 "Dewatering,"per lump sum. to 21 22 The lump sum contract price for "Dewatering" will be full compensation for all labor, tools, 23- materials, equipment, quality control, and other work required or implicitly needed to design the '" 24 dewatering system. 25 26 The lump sum contract price for "Dewatering" will also be full compensation for all labor, tools, L 27 materials, equipment, mobilization, quality control, water quality treatment and monitoring, permit 28 fees and fines, observation wells,settlement monitoring, incidental sump pumping, and other work 29 required or implicitly needed to provide installation, operation and abandonment, and any additional 30 pumping or testing necessary to provide a properly functioning vacuum well point system. 31 32 The lump sum price for "Dewatering"will also be full compensation for all labor, tools, materials, ii 33 equipment, mobilization, quality control, water quality treatment and monitoring, permit fees and 34 fines, observation wells, settlement monitoring, incidental sump pumping, and other work required 35 or implicitly needed to provide installation,operation and abandonment,and any additional pumping • 36 or testing necessary to provide a properly functioning pumped well system. The lump sum price for 37 "Dewatering" will be full compensation for all labor, tools,materials, equipment, quality control, 38 and other work required or implicitly needed to provide installation,operation and abandonment of a 39 sump pumping system. Incidental sump pumping to control perched or pocketed water in 40 conjunction with a well point or pumped well system is considered incidental to the primary 41 dewatering system. L42 7-08 GENERAL PIPE INSTALLATION REQUIREMENTS r 43 7-08.2 Materials ii 44 Section 7-08.2 is supplemented as follows: 45 (******� • 46 47 Bank Run Gravel for Trench Backfill 9-03.19 48 ,_,... Rainier Ave S(SR 167)Improvements Project Special Provisions(Conformed) Phase 1: Shattuck Ave S Stormwater Bypass July 2009 SP-89 1 7-08.3(1)A Trenches 2 Section 7-08.3(1)A is supplemented as follows: 3 (******) 4 Due to anticipated unsuitable soils for foundations along the pipe alignment, the trench for the 48- 5 inch storm drain pipe shall be overexcavated an additional 2 feet minimum,or as determined on-site 6 by a qualified geotechnical engineer, and replaced with quarry spalls (Section 8-15) wrapped in 7 construction geotextile for separation (Section 2-12), as detailed on the Plans. Gravel backfill for 8 pipe zone bedding shall be placed above the completed quarry spall foundation as detailed on the 9 Plans and described in the Specifications. 10 11 7-08.3(3) Backfilling 12 Section 7-08.3(3)is supplemented as follows: 13 (******) 14 Backfilling above the pipe zone shall be accomplished using imported materials as detailed in the 15 Plans. 16 17 Section 7-08.3(5)is a new section: 18 (******) 19 7-08.3(5) Utility Crossings 20 21 Wherever a new storm sewer will cross above or below another existing utility with a clearance of 6 22 inches or Iess, polyethylene plastic foam shall be placed between the`pipes as a cushion before 23 backfilling. Polyethylene plastic foam shall meet the Federal Specification PPP-C-1752C Type 1, 24 Class 2,(Ethafoam). 25 26 7-08.4 Measurement 27 The first paragraph of Section 7-08.4 is replaced as follows: 28 (******) 29 Gravel backfill for foundations,or gravel backfill for pipe zone bedding when used for foundations, 11 30 shall be measured by the cubic yard, including haul,as specified in Section 2-09,or by the ton. 31 32 Bank run gravel for trench backfill used above the pipe zone shall be measured per the cubic yard, 33 including haul,as specified in Section 2-09. 34 7-08.5 Payment 35 Section 7-08.5 is deleted and replaced as follows: 36 (******) 37 All costs associated with furnishing and installing bedding and backfill material within the pipe zone 38 in the installation of culvert, storm sewer, and sanitary sewer pipes shall be included in the unit 39 contract price for the type and size of pipe installed. 40 41 "Bank Run Gravel for Trench Backfill,"per cubic yard. 42 "Plugging Existing Pipe,"per each. 43 "Structure Excavation Class B Incl.Haul,"per cubic yard. 44 45 All costs in jointing dissimilar pipe with a coupling or concrete collar shall be included in the unit 46 contract price per foot for the size and type of pipe being jointed. 47 48 "Shoring or Extra Excavation Class B,"per square foot. Rainier Ave S(SR 167)Improvements Project Special Provisions(Conformed) Phase 1: Shattuck Ave S Stormwater Bypass July 2009 SP-90 L1 2 If this pay item is not in the contract,then it shall be incidental. I. 3 7-14 HYDRANTS 4 5 7-14.3(1) Setting Hydrants 6 7 Section 7-14.3(1)replaced as follows: 8 9 Paragraphs four and five are deleted and replaced as follows: 10 1 1 After all installation and testing is complete,the exposed portion of the hydrant shall be painted 12 with two field coats.The type and color of paint will be designated by the Engineer. 13 14 Any hydrant not in service shall be identified by covering with a burlap or plastic bag approved 15 by the Engineer. 16 17 These paragraphs are added to this section as follows: 18 19 Hydrants shall be installed in accordance with AWWA specifications C600-93, Sections 3.7 20 and 3.8.1 and the City of Renton standard details. Hydrant and guard posts shall be painted in 21 accordance with the water standard detail. Upon completion of the project, all fire hydrants L22 shall be painted to The City of Renton specifications and guard posts painted with two coats of 23 preservative paint NO. 43-655 safety yellow or approved equal. Fire hydrants shall be of such 24 length as to be suitable for installation with connections to 6,"8"AND 10"piping in trenches 3 25 1/2 feet deep unless specified. The hydrant shall be designed for a 4-1/2 foot burial 26 where 12"and larger pipe is shown unless otherwise noted on the plan. 27 28 Fire hydrant assembly shall include: cast-iron or ductile iron tee(MJ x FL),6"gate valve(FL x 29 MJ), 6"DI spool (PE x PE), 5-1/4"MVO fire hydrant(MJ connection), 4"x 5"Stortz adapter, 30 cast iron valve box and cover, 3/4" shackle rods and accessories, concrete blocks and two r 31 concrete guard posts(only if hydrants are outside right-of-way). 32 33 Joint restraint(Shackle Rods)shall be installed in accordance with Section 7-11.3(15). 34 7-14.5 Payment 35 Section 7-14.5 is modified and supplemented as follows: 36 (******) ii 37 Payment will be made in accordance with Section 1-04.1,for each of the following bid items that are 38 included in the proposal: 39 40 "Hydrant Assembly,"per each. 41 42 The unit contract price per each for"Hydrant Assembly"shall be full pay for all work to furnish and 43 install' fire hydrant assemblies, including all costs for auxiliary gate valve, shackles, tie rods, 44 concrete blocks, gravel, and painting and guard posts required for the complete installation of the 45 hydrant assembly as specified. The pipe connecting the hydrant to the main shall be considered L46 incidental and no additional payment shall be made. ,... Rainier Ave S(SR 167)Improvements Project Special Provisions(Conformed) Phase-1: Shattuck Ave S Stormwater Bypass July 2009 SP-91 1 7-15 SERVICE CONNECTIONS 2 7-15.1 Description la 3 Section 7-15.1 is supplemented as follows: 4 (******)' 5 This work will also include replacement of water service lines along the length of the project and 6 relocation and/or replacement of water meters as shown on the Plans. 7 8 New water.service lines shall be installed as the last underground utility. Prior to and after 9 installation of water service lines, the Contractor shall protect all water service lines that cross the 10 roadway from damage during construction. Before proceeding with construction activities near 11 water service crossings, the Contractor shall pothole the crossings in advance to determine if a 12 conflict exists with the proposed utilities improvements. If a conflict exists, the Contractor shall 13 notify the Engineer and coordinate service line relocation with the City of Renton Water 14 Maintenance Department. Should potholing reveal that the existing water service line is made of 15 galvanized piping, the Contractor shall notify the Engineer and coordinate the replacement of the 16 galvanized line with copper pipe by the City Water Maintenance Department. A two-week advance 17 notice shall be required for each water service requiring relocation or replacement. 18 19 If a water service line does not require relocation or replacement and is damaged during the course 20 of construction, the Contractor shall be responsible for all labor, materials, and equipment costs 21 associated with the repair or replacement of the service line by the City Water Maintenance 22 Department. 23 24 The City will install water service lines,meter setter,meter box materials,the water meter,and make 25 the connection to the private service line for service lines that are connected to existing water mains. 26 7-15.2 Materials 27 Section 7-15.2 is supplemented as follows: 28 (******) 29 All pipe, meter setter, and meter box materials for replaced water service lines and relocated water 30 meters will be provided by the City Water Maintenance Department. 31 7-15.3 Construction Requirements 32 Section 7-15.3 is supplemented as follows: 33 (******) 34 Pipe materials used to extend or replace existing water service lines shall be copper. 35 36 Section 7-15.3(2)is a new section: 37 (******) 38 7-15.3(2) Water Meter Relocation and Service Line Replacement 39 40 The following sequence shall apply to all planned water service line replacements or relocations. 41 42 1. Contractor potholes and identifies the elevations and pipe materials for all water service 43 line crossings with regard to the new utilities improvements. 44 45 2, If there is a conflict between the existing water service line and the new City utilities to be 46 installed as part of this Contract or if the existing water service line is made of galvanized I Rainier Ave S(SR 167)Improvements Project Special Provisions(Conformed) Phase 1: Shattuck Ave S Stormwater Bypass July 2009 SP-92 L1 1 pipe,the Contractor shall notify the City and coordinate the relocation or replacement of 2 the water service line by the City Water Maintenance Department. A two-week advance 3 notice shall be required for each water service requiring relocation or replacement. 5 3. The Contractor shall fill and grade the area where the meter will be relocated to the 6 finished grade elevation prior to the relocation of the water service line and meter by the L-i, 7 City Water Maintenance Department. The Contractor shall excavate and expose the entire 8 existing water service line from the existing water meter to the existing water main. 9 10 4. City of Renton Water Maintenance Department will furnish pipe materials and the City of • 11 Renton Water Maintenance Department will install the extension of the existing copper 12 service line and meter setter,will relocate the water meter to the new location as shown on 13 the Plans, and will make the connection to the private service line. The City will install 14 the water meter. 15 16 5. The Contractor shall backfill and compact the trench for the water service line and restore L17 the area to finish grade. 18 7-15.5 Payment 19 Section 7-15.5 is deleted and replaced as follows: 20 (****)°*) 21 The unit Contract price per each for"Water Service and Connection to Existing Main" shall be 22 full compensation for all labor, materials, and equipment for the replacement and relocation of 23 existing water service,and shall include but not be limited to the following: 24 25 • Locating existing utilities and potholing in advance to determine their horizontal and 26 vertical location 27 28 • Excavation for installation of water service line extension for the City Water Maintenance ' ` 29 Department to install the service line extension and meter relocation. ti, 30 ....t31 • Placement and compaction of bedding materials 32 33 • Placement and compaction of trench backfill 34 Ili 35 • Grading, filling, and compacting the area for the meter relocation to finish grade prior to 36 relocation of the meter 37 38 +_ Restoration of all public and private properties to near existing condition or better, except 39 where restoration is covered by other bid items 40 7-17 SANITARY SEVERS 41 7-17.2 Mite • 42 Section 7-17 2'is deleted and replaced as follows: 43 (******) 44 Pipe used fel'sanitary sewers may be: 45 46 `: 1tfljd Thermoplastic ItairtiAveS°(SR.'467)•Improvements Project Special Provisions(Conformed) to Phaat I_ Shattuck Ave S Storrmwater Bypass July 2009 SP-93 1 Concrete 2 PVC(Polyvinyl Chloride) 3 Ductile Iron 4 5 All sanitary sewer pipe shall have flexible gasketed joints unless otherwise specified. 1111 6 7 It is not intended that materials listed are to be considered equal or generally interchangeable for all 8 applications. The Engineer shall determine from the materials listed those suitable for the project, 9 and shall so specify in the specifications or Plans. 10 11 Materials shall meet the requirements of the following sections. 12 13 Plain Concrete Storm Sewer Pipe 9-05.7(1) 14 Reinforced Concrete Storm Sewer Pipe 9-05.7(2) 15 Solid Wall PVC Sanitary Sewer Pipe 9-05.12(1) 16 Profile Wall PVC Sanitary Sewer Pipe 9-05.12(2) 17 Ductile Iron Sewer Pipe 9-05.13 18 19 All pipe shall be clearly marked with type, class, and thickness. Lettering shall be legible and 20 permanent under normal conditions of handling and storage. 21 22 7.17.3(1) Protection of Existing Sewerage Facilities 23 24 Section 7-17.3(1)is supplemented as follows: 25 (******) 26 When extending an existing sewer, the downstream system shall be protected from construction, 27 debris by placing a screen or trap in the first existing manhole downstream of the connection. It 28 shall be the Contractor's responsibility to maintain this screen or trap until the new system is placed 29 in service and then to remove it. Any construction debris which enters the existing downstream 30 system, shall be removed by the Contractor at his expense, and to the satisfaction of the Engineer. 31 When the first manhole is set, its outlet shall be plugged until acceptance by the Engineer. 32 33 Section 7-17.3(1)A, Section 7-17.3(2)B,and Section 7-17.3(2)C are new sections. 34 (******) 35, 36 7-17.3(1)A Temporary Bypass Pumping 37 38 The Contractor shall install temporary bypass systems to maintain uninterrupted sanitary and storm 39 sewer service where construction work will interfere with sewage or storm flow in the existing 40 sanitary sewer or storm drainage system. The bypass shall be made by diverting the storm drainage 41 and effluent flow at an upstream access manhole and pumping it through a separate conduit to a 42 downstream reentry point in the same sewer or storm system. The effluent level in the bypass 43 pumping manhole shall not be allowed to rise more than 1 foot above the crown of the incoming 44 sewer pipe. Work shall be conducted in such a manner as to comply with the requirements of 45 Section 1-07. 46 47 A written proposal for temporary bypass pumping that includes a description of the work and the list 48 of all equipment to be used for the work shall be submitted by the Contractor to the Engineer, 49 allowing at least 10 working days for review and return of comments. The Engineer's review shall 50 not relieve the Contractor of its responsibilities or of any public liability for sewer spills under this 51 Contract. Rainier Ave S(SR 167)Improvements Project Special Provisions(Conformed) Phase 1: Shattuck Ave S Stormwater Bypass July 2009 SP-94 12,1 L I 2 The following information is provided as a reference for designing bypass systems for storm 3 drainage: 4 Stormwater Source Approx. Approx. Comments Trib. 2-year LArea peak flow Shattuck Ave Storm Drain,North of 59 acres 10 cfs Drainage system currently turns west at 4th 4th Place Place.Bypass needed only during construction of new MH at this location. 4th Place to 6th Street, Shattuck Ave 3 acres 1 cfs and Adjacent Properties 6`� Street to 7t' Street, Shattuck Ave 3 acres 1 cfs and Adjacent Properties 6th Street Storm Drain, East of 24 acres 6 cfs Connects to 12-inch storm drain in Shattuck Ave Shattuck Avenue in existing condition. it5 6 7 7-17.3(1)B Connecting Existing Side Sewers 8 9 Where shown on the Plans,existing side sewers shall be connected to the new sewer main. Prior to 10 construction, determine the depth of the existing side sewer. If the invert elevation of the existing 11 side sewer is lower than the proposed main, notify the Engineer prior to beginning construction. _If 12 the invert elevation of the existing side sewer is higher than the new main, a portion of the existing 13 side sewer shall be replaced as required to connect to the new main in accordance with the 14 requirements of Section7-18 of the Standard Specifications and the City of Renton Standard Details. 15 16 7-17.3(1)C Plugging and Abandoning Existing Side Sewers 17 18 Where shown on the Plans, existing side sewers shall be cut and plugged after the side sewers have 19 been reconnected to the new sewer main further upstream. The cut and plug for each side sewer 20 shall be as close as possible to the 18-inch sanitary sewer main, within the trench for the proposed 21 storm line. Plugging shall be accomplished using a watertight plug fastened in place,as approved by 22 the Engineer. 23 24 7-17.3(2)H Television Inspection 25 26 Section 7-17.3(2)H is supplemented as follows: 27 (******) L28 Once the television inspection has been completed the Contractor shall submit To the Engineer the 29 ; written reports of the inspection plus the video tapes. Said video tapes are to be in color and 30 compatible with the City's viewing and recording systems. The City system accepts %-inch-wide 31 high density VHS Tapes. The tapes will be run at standard speed SP (1 5/16 I.P.S.). The City will 32 also accept video submittals on DVD viewable on a standard player or a CD/DVD compatible with 33 Cues DataCAP 4.0. 34 7-17.4 Measurement 35 Section 7-17.4 is supplemented as follows: 36 ******) 37 Measurement of"Bank Run Gravel for Trench Backfill" will be determined by the cubic yard in 38 place,measured by the neat line dimensions shown in the Plans,or by the ton on truck tickets. f,„ LRainier Ave S(SR 167)Improvements Project Special Provisions(Conformed) Phase 1: Shattuck Ave S Stormwater Bypass July 2009 SP-95 I 1 7-17.5 Payment 2 Section 7-17.5 is revised and supplemented as follows: 3 (******) ii 4 Payment will be made in accordance with Section 1-04.1,for each of the following bid items that are 11 5 included in the proposal: 6 7 "PVC Sanitary Sewer Pipe In.Diam.,"per linear foot. 8 "Ductile Iron Sewer Pipe In.Diam.,"per linear foot. 9 10 The unit contract price per linear foot for sewer pipe of the kind and size specified shall be full pay 11 for furnishing, hauling, and assembling in place the completed installation including all wyes,tees, 12 special fittings,joint materials,bedding material, testing, connecting existing side sewers, replacing 13 portions of existing side Sewers to achieve connection, plugging and abandoning side sewers, and 14 adjustment of inverts to manholes for the completion of the installation to the required lines and 15 grades. 16 17 "Bank Run Gravel for Trench Backfill,"per cubic yard,or Ton. 18 19 The unit contract price per cubic yard,or ton for"Bank Run Gravel for Trench Backfill Sewer"shall 20 be full pay for all work to furnish,place,and compact material in the trench. 21 22 "Television Inspection,"per lump sum. 23 24 The lump sum contract price for Television Inspection shall be full pay for complete video 25 inspection of all installed storm and sanitary sewer pipes and furnishing an acceptable 26 videotape or DVD to the Engineer. Costs for additional Television Inspection required to 27 verify corrections or replacement of pipe, or done solely for the Contractor's convenience, shall 28 be borne by the Contractor. 29 30 "Temporary Bypass Pumping,"per lump sum. 31 32 The lump sum contract price for Temporary Bypass Pumping shall be full pay for furnishing, li 33 installing, and removing adequate pumps, pipes, hoses and other equipment necessary to bypass Ir 34 stormwater or sewer as needed during construction. Payment for this item will be prorated over the 35 construction period. 36 37 END DIVISION 7 I I I I I Rainier Ave S(SR 167)Improvements Project Special Provisions(Conformed) Phase 1: Shattuck Ave S Stormwater Bypass July 2009 SP-96 L1 DIVISION 8 2 MISCELLANEOUS CONSTRUCTION 3 8-02 ROADSIDE RESTORATION 4 8-02.1 Description 5 This section is supplemented by: 6 (******) L7 The Plans and general provisions of the Contract apply to this Section. 8 Coordinate the work specified in other parts of the Contract Documents, including but not limited to, 9 the following: 10 11 Section 8-03 Irrigation Systems 12 13 This section describes planting trees, shrubs, and ground cover, including mulching, pruning, 14 guying,and staking. 15 16 The following subsections are new: 17 (******) 18 19 8-02.1(1) Quality Assurance k 20 21 Contractor 22 Provide one person and contact information who shall: 23 24 1. Direct work performed under this section. 25 2. Be familiar with the materials and best methods for installation. 26 3. Be present at all times during execution of work in this section. 27 28 Government Inspection: .Plants and planting material shall meet or exceed the specifications of 29 federal, state and county Iaws requiring inspection for plant disease and control. 30 31 Industry Standards 32 1. Sizes and Conditions: Quality definitions,grading tolerances and caliper to height ratios 33 shall be no less than minimums specified in American Standards for Nursery Stock, 34 published by American Association of Nurserymen,Inc.,ANSI Z60.Current edition. 35 2. Botanical Names: American Joint Committee on Horticultural Nomenclature, "Standard it 36 Plant Names"or"Hortus Third." 37 3 8Owner's Representative 39 The Owner's Representative or Engineer may inspect plants and planting materials at a growing or 40 holding site in addition to the work area. Approval of material at a growing or holding site is a 41 qualified endorsement of general quality only, and does not certify compliance with the I,- 42 specifications in all cases. Such approval does not preclude the right of rejection at the work area. 43 44 The Contractor shall layout sample planting configurations for template transects to be located by 45 Owner's Representative to demonstrate the Contractor's understanding of the template. The 46 Owner's Representative shall approve the layouts prior to any materials being installed. 47 Rainier Ave S(SR 167)Improvements Project Special Provisions(Conformed) Li Phase 1: Shattuck Ave S Stormwater Bypass July 2009 SP-97 1 Nursery 2 Unless otherwise approved by the Owner's Representative, obtain all plants of each type from the 3 same nursery. 4 5 8-02.1(2) Submittals 6 7 The Contractor shall prepare the following submittals: 8 111 9 1. Submit one half cubic foot sample of topsoil, including documentation of native parent 10 materials and certification of composting periods. 3 11 2. Certify in writing,within ten (10) days of Notice to Proceed, confirmed orders for plants 12 and provide the quantity, location, telephone number, and address of the grower who has 13 agreed to provide any plant material. 14 3. Submit one half cubic foot sample of mulch for review 10 days prior to delivery to the 15 work area. 16 4. Submit soil horticultural test results and,certification of testing labs'recommendations for 17 amendments. Submit test results and amendment recommendations from one lab for each 3 18 sample. 19 5. Submit sample of soil conditioner for review 10 days prior to delivery to the work area. 20 6. Certificates required by law shall accompany shipments. Deliver all certificates to the 21 Owner's Representative. 22 23 8-02.1(3) Preparation for Delivery 24 25 Bare root,plug,container and balled and burlapped plants shall conform to ANSI 260.1-1996. 26 27 8-02.1(4) Delivery 28 29 The Contractor shall: 30 31 1. Deliver fertilizer to the work area in original unopened containers bearing manufacturer's 32 guaranteed chemical analysis,name,trade name,and trademark. 33 2. Notify the Owner's Representative of delivery schedule 72 hours in advance to allow 34 inspection upon arrival at the work area. 35 3. Remove unacceptable plant material from the work area immediately. 36 4. Do not deliver more plant materials than can be planted in one week. 11 37 5. Protect plants during delivery to prevent damage to root ball or desiccation of leaves. 38 Protect all plants from drying out. 39 6. Spray deciduous trees in leaf with anti-desiccant during hot weather (greater than 80°F) 40 with winds exceeding 10 mph, or other conditions that could produce desiccation. Anti 41 desiccant shall be Wiltproof, or equal, applied to tops and bottoms of leaves per 42 manufacturer's recommendations. 43 44 8-02.1(5) Storage 45 46 The Contractor shall:: 47 48 1. Heel-in bare-root or balled and burlapped plants immediately upon delivery if not planted 49 within 4 hours. 50 2. Store plants in shade and protect from harmful weather until planted. 51 3. Water,maintain,and protect stored material from drying or other injury or damage. Rainier Ave S(SR 167)Improvements Project Special Provisions(Conformed) Phase 1: Shattuck Ave S Stormwater Bypass July 2009 SP-98 L L1 4. Store plants in upright position and allow sufficient ventilation. 2,_ 3 8-02.1(6) Handling 1 4 Ili 5 The Contractor shall not: 6 7 1. Pick up containerized or balled plants by stems or trunks. 8 2. Drop plants. Dropped plants in excess of 2 feet shall be considered damaged and removed 9 from site. 10 1 1 8-02.1(7) Site Conditions 12 13 The Contractor shall: 14 15` 1. Execute all work in an orderly and careful manner with due consideration for surrounding 16 areas,plantings,or structures which are to remain. 17 2. Protect improvements from damage, soiling,or discoloration. 18 3. Examine finish grades, verify elevations, observe conditions under which work is to be 19 performed and notify Owner's Representative of unsatisfactory conditions. 20 21 Planting is not permitted under the following conditions,unless otherwise approved: 22 23 Cold Weather: Less than 32°F. 24 Hot Weather: Greater than 80°F. 25 Wet Weather: Saturated soil. 26 Windy Weather: Wind velocity greater than 30 mph. 27 28 The Contractor shall prepare soil only when topsoil is not saturated,muddy,or frozen. T. 29 Irrigation system shall be operational, inspected,and approved prior to any planting. 30 31 8-02.1(8) Protection 32 33 The Contractor shall: 34 35 1. Know requirements for location and protection of underground utilities. 36 2. Barricade or cover excavations as necessary to protect pedestrians, workers, equipment, 37 and adjacent property. 38 39 8-02.1(9) One-Year Warranty Period 40 41 The One-year warranty period begins at date of certificate of final acceptance. The Contractor will 42` not be held responsible for vandalism,theft, atypical weather conditions or hidden peculiarities of 43 work area during this period. 44 45 Plant materials must be in healthy condition at end of the one-year warranty period. iit46 47 Remove dead and rejected material within five days of being so directed. Replace as soon as 48 possible. 49 50 Repair, at no added cost to the Owner, any damage to other plants or other property caused by the 51 Contractor during replacement of plant materials during one-year warranty period. Lii,,, Rainier Ave S(SR 167)Improvements Project Special Provisions(Conformed) ii Phase 1: Shattuck Ave S Stormwater Bypass July 2009 SP-99 1 2 8-02.1(10) Plant Season 3 4 The Contractor shall perform this work during the period September 1 through May 31. 5 8-02.2 Materials 6 The following subsections are new: 7 (******) 8 9 8-02.2(1) General Plant Requirements 10 11 Quality and Size 12 The Contractor shall provide healthy nursery stock, well branched and rooted,full foliaged when in 11 13 leaf; healthy, sound, vigorous, and free from insects, diseases, weeds, weed roots, injuries, and 14 defects such as knots, sun-scald, windburn, abrasions, or disfigurement, equal to or exceeding 15 measurements specified in plant list. 16 11 17 The Contractor shall provide trees that are well shaped and properly pruned with normal branching 18 configurations. Trees of the same species and size shall be headed to the same height unless noted 19 otherwise. 20 21 Sizes and methods of handling shall be according to the American Standard for Nursery Stock 22 recommended by the American Association of Nurseries(AAN). 23 II 24 Root Protection 25 Shrubs and trees over 1 1/2-inch caliper shall be balled and burlapped or grown in the container in 26 which they are delivered for a minimum of nine months. ill 27 28 Small, container-grown plants shall be furnished in removable containers or integral peat pots,well 11 29 rooted to ensure healthy growth. 30 31 Container-grown plants shall be in containers from six months to two years prior to delivery, with 32 roots filling container but not root bound. 33 34 Greenhouse plants shall be acclimated outdoors for 30 days prior to delivery. 35 3 36 Plant Materials 37 The,Contractor shall provide plant material that is fresh, healthy in appearance, and free from 38 damage, disfiguration,pests,and disease. The Contractor shall provide material commonly acceptedI 39 in the trade as"medium"or larger. The Contractor shall use the best accepted horticultural practices 40 for the species and variety. 41 42 Plants from nursery stock originating within a 50-mile radius of the project site. The Contractor 43 shall obtain approval of the source, quality, and propagule of planting stock before digging or 44 planting begins. 45 ii 46 The Contractor shall keep plants cool and moist at all times while transporting or handling. Within 47 eight hours of removal from nursery or storage areas, the Contractor shall plant all materials. The 48 Contractor shall keep plants in short-term storage no longer than two days. Beyond two days, the I Rainier Ave S(SR 167)Improvements Project Special Provisions(Conformed) Phase 1: Shattuck Ave S Stormwater Bypass July 2009 N. SP-100 1 Contractor shall place transplants in appropriate containers and transfer them to a nursery for longer 2 term storage. 3; 4 The Contractor shall handle and transport planting stock by any method that does no damage. Dry iti 5 root systems or damaged critical plant parts are grounds for rejection of planting stock. 6 7 Trees shall be well-branched, with straight single leaders, tops, and trunks; no cross branches, dead 8 or broken leaders or major branches; no fresh cuts over 1-inch diameter; and not "topped" or 9 sheared. Grafted trees shall be base grafted or base budded,unless indicated otherwise. 10 11 8-02.2(2) Planting Materials 12 13 Topsoil 14 Manufactured topsoil, including: loamy sand or sandy loam, 100%passing a 3/8" screen; sphagnum 15 peat moss (minimum 5% by volume); and non-yard-waste organic compost (minimum 30% by 16 volume),composted six months minimum, passing a 3/8"inch sieve. Topsoil is to be free of weeds, L17 weed seeds, and any deleterious material. Prior to placement, the Contractor shall uniformly 18 incorporate all nutrients and micronutrients identified in the topsoil analysis as being deficient from 19 the tested sample at a rate and ratio that will correct said deficiency in accordance with the soils test 20 report. ASTM D 5268, pH range of 5.5 to 8, minimum 1 percent to 5 percent organic material 21 content; free of stones 1 inch (25 mm) or larger in any dimension and other extraneous materials 22 harmful to plant growth. 23 24 Topsoil Fertility: All topsoil shall be sufficiently fertile to sustain normal healthy plant growth and 25 is subject to testing prior to approval. All topsoil must fall within the following criteria: 26 27 Retain one or more of three subparagraphs and associated subparagraphs below or revise to suit 28 Project. Retain first if stockpiled topsoil will be reused. Retain second if topsoil must be imported. 29 Retain third if existing surface soil will be amended and used. y 30 31 Min Max 32 PH 5.5 8.0 33 Nitrate(a/AC) 1.0 300 34 Organic Matter(%) 1.0 5.0 35 Phosphorus(UG/G) 5.0 150 36 Potassium(UG/G) 150 1,000 37 Sodium(MEG/100G) N.A. <1.0 38 Sulfate AS S.(UG/G) 10 500 39 Conductivity(mmHos/CM) N.A. <1.0 40 Lime(Qualitative) None Medium 41 • 42 Amendments and fertilizers required to allow the soil to meet these requirements shall be completely 43 incorporated into all topsoil fill by rototilling or other approved means. 44 L. 45 Planting beds:Topsoil 12"minimum,hold 1"below adjacent paved walks and curbs. 46 47 Turf areas:Topsoil 6"minimum,hold %2"below adjacent paved walks and curbs. 48 49 Restoration areas:Topsoil 6"minimum. 50. L Rainier Ave S(SR 167)Improvements Project Special Provisions(Conformed) Phase 1: Shattuck Ave S Stormwater Bypass July 2009 SP-101 I 1 Excavated Soil 2 Excavated soil is not suitable for use on this project as a planting medium. 3 4 Onsite Topsoil Source 5 Reuse surface soil stockpiled on-site. Verify suitability of stockpiled surface soil to produce topsoil. 6 Clean surface soil of roots,plants,sod,stones,clay lumps,and other extraneous materials harmful to 7 plant growth. Supplement with imported or manufactured topsoil from off-site sources when 8 quantities are insufficient. Obtain topsoil displaced from naturally well-drained construction or II 9 mining sites where topsoil occurs at least 4 inches(100 mm) deep; do not obtain from bogs or 10 marshes. 11 12 Bark Mulch 13 Bark mulch for landscape beds shall be shredded granular bark,Pacific Garden Mulch,Cedar Grove 14 compost, or approved equal, all material passing a 7/16-inch sieve, and shall be no less than 2 or 15 more than 4 years old. The moisture content shall be 40%or more,retained with normal watering or 16 rainfall. The bark shall be free of leaves, twigs, and other debris to the satisfaction of the Owner's 17 Representative. 18 19 Erosion Control Blanket 20 Coconut fiber and straw mixed bedding with double layer biodegradable net,Western Excelsior CS3 21 or approved equal. The product shall be laid and staked as per manufacturers specifications so as to 22 ' remain in place for a minimum of 24 months. 23 24 Water Ili 25 The Contractor shall use water that is suitable for irrigation, free from ingredients harmful to plant 26 life. 27 28 Turf Edging 29 The Contractor shall use aluminum turf edging, 3/16" x 5.5", black anodized, with all associated 30 stakes and mounting hardware,as manufactured by Sure-Loc, 200.787.3562. 31 32 Filter Fabric 33 The Contractor shall use #4553 non-woven geotextile as manufactured by Amoco, or approved 34 equal,and shall have the following properties: 35 36 1. Material: Polypropylene. 37 2. Size:Width: 15 ft., Coverage: 400 SY/roll,Length; 240 ft./roll;Weight: 8.6 oz./sq.yd. 38 3. Index Properties: Tensile Strength: ASTM D4632 200 lb./ft.; Mullen Burst: ASTM 39 D3786 400 psi. 40 41 Fertilizer • 42 The Contractor shall use controlled release commercial fertilizer,tablets or granular form. Complete 43 fertilizer of neutral character, with some elements derived from organic sources and containing the 44 following percentages of available plant nutrients shall be used: 45 46 1. For trees and shrubs, provide fertilizer with not less than 10% total nitrogen, 10% 47 available phosphoric acid and 10%soluble potash. 48 2. For lawn, provide fertilizer'with not less than 10% total nitrogen, 10% available 49 phosphoric acid and 10%soluble potash. Rainier Ave S(SR 167)Improvements Project Special Provisions(Conformed) Phase 1: Shattuck Ave S Stormwater Bypass July 2009 SP-102 rr L1 3. For hydroseeding,provide time release fertilizer with a formulation o 21%total nitrogen, 2 7%o available phosphoric acid, and 14% soluble potash. Incorporate in hydroseed slurry at 3 a rate of 15 pounds per 1000 square feet of seeded area. L 4 5 8-02.2(3) Tree Support 6 7L Wood stakes shall be 8 feet long,3 inch outside diameter Douglas fir tree stakes,construction grade. 8 Tree ties shall be Chainlock,or equal corded rubber. 9 10 8-02.2(4) Selective Herbicide iii 11 12 The Contractor shall use surface-applied herbicide. The herbicide shall be Rodeo®, or equal, as 13 approved by the Owner's Representative. 14 8-02.3 Construction,Requirements 15 8-02.3(1) Responsibility During Construction 16 17 This Section is supplemented as follows: 18 (******) L19 20 It is the Contractor's responsibility to coordinate site preparation work for seeding and planting to 21 control weeds and avoid conflicts between the seeding and planting work. 22 23 8-023(8) Planting 24 25 This Section is supplemented as follows: 26 (******) 27 28 The Contractor shall: 29 30 1. Excavate pits for trees, shrubs, and groundcovers as indicated in details and consistent 31 with accepted horticultural practices. 32 2. Provide rough,not smooth,walls in planting pits. 33 3. Immediately notify the Engineer if an unusual condition is encountered which appears 34 detrimental to the new planting. hi 35 4. Field place trees and shrubs in locations shown on the Plans. Placement must meet 36 approval of the Engineer prior to backfilling. Plant shrubs 24" minimum from existing 37 trees. The actual location of individual plants in the field shall be based on local 14 38 hydrogeomorphic conditions associated with final grades. 39 5. Excavate pit two and one half times the width and 8 inches deeper than rootball or 40 container. 41 6. Place 8-inch minimum firmly compacted layer of prepared planting soil under root system 42 of trees and 4-inch minimum firmly compacted layer of prepared planting soil under root 43 system of shrubs. L447. Plant upright and plumb. 45 8. Tamp sufficient prepared soil mix under plants to bring top of root ball to the level of 46 finished soil subsurface or 1-2"above. 47 9. When setting balled plants, loosen and remove all twine, wire binding, burlap, tags and 48 other foreign material. Do not plant if ball is cracked or broken. Rainier Ave S(SR 167)Improvements Project Special Provisions(Conformed) thhi Phase 1: Shattuck Ave S Stormwater Bypass July 2009 SP-103 1 10. When setting container grown plants, carefully remove from container without injury or 2 damage. Superficially cut edge roots on three sides with knife. Do not plant if root ball 3 breaks or loosens. 4 11. Backfill pit with prepared soil mix until 2/3 full and insert fertilizer tablets evenly around 5 perimeter of root balls of trees and shrubs. 6 a. For B&B plant material,insert 6 tablets. 7 b. For 5-gallon size shrubs, insert 4 tablets. 8 c. For 1-to 5-gallon size shrubs, insert 2 tablets. II 9 12. When pit is full,thoroughly water-in each plant. 10 13. Place and compact prepared soil mix carefully to avoid injury to roots,filling all voids. 11 14. When soil settles,fill pit with soil mix and water again. 12 15. Initial watering-in of trees by irrigation system will not be permitted. 13 16. Hose down planted areas with fine water spray to wash leaves of plants if required. 14 17. Remove tags from plants only after final acceptance by Owner's Representative or 15 approved prior to final acceptance by Owner's Representative. 16 18. Remove and replace plants or materials not meeting specified standards. 17 19. Reinstall plants not located as indicated on the Plans. 18 20. Keep the work area clean during progress of the work until completion. 19 20 8-02.3(9) Pruning,Staking,Guying,and Wrapping 21 22 This Section is supplemented as follows: 23 (******) 24 11 25 Prune trees and shrubs only to remove damaged branches, dead wood, and suckers. Prune per 26 National Arborist Association Standard No. 3. 27 28 The Contractor shall stake deciduous trees up to 2 1/2-inch caliper. The trees shall be staked from 29 three directions. 30 31 The Contractor shall install supports with an angle of approximately 120 degrees between guys. 32 33 8-02.3(11) Bark or Wood Chip Mulch 34 35 This Section is supplemented as follows: 36 (******) 37 38 The Contractor shall apply a 2- to 3-inch layer of bark mulch over a properly cleaned and graded 39 subsurface. if 40 11 41 Around trees, shrubs, and rootballs, the Contractor shall apply the mulch within eight hours after 42 planting. 43 44 8-02.3(13) Plant Establishment 45 46 This Section is supplemented as follows: 47 (******) 48 49 The Contractor shall irrigate when necessary to avoid drying out of plant materials and to promote 50 healthy growth,until end of one year warranty period. 51 Rainier Ave S(SR 167)Improvements Project Special Provisions(Conformed) Phase I: Shattuck Ave S Stormwater Bypass July 2009 1 SP-104 IN 1 The Contractor shall inspect, adjust, and/or reposition browse protectors and wire mesh cages as hi 2 needed to protect plant material. L 3 8-13 MONUMENT CASES 4 8-13.1 Description [ 6 5 Section 8-13.1 is deleted and replaced as follows: 6 (******) 7 8 This work shall consist of furnishing and placing monument cases and covers, in accordance with 9 the Standard Plans and these Specifications, in conformity with the lines and locations shown in the 10 Plans or as staked by the Engineer or by the Contractor supplied surveyor. L11 8-13.3 Construction Requirements 12 Paragraphs 2 and 3 of Section 8-13.3 is revised and supplemented as follows: L 13 (******) 14 15 The monument will be furnished and set by the Engineer or by the Contractor supplied surveyor. 16 When existing monuments will be impacted by a project, the Contractor shall be responsible for 17 assuring that a registered surveyor references the existing monuments prior to construction. After 18 construction is complete, the monuments shall be re-established by the surveyor in accordance with IN r 19 RCW 58.09.130. 20 8-13.4 Measurement 21 Section 8-13.4 is supplemented as follows 22 (******): 23 24 All costs for surveying and resetting existing monuments impacted by construction shall be • 25 considered incidental to the contract unless specifically called out to be paid as a bid item. L26 8-13.5 Payment 27 Section 8-13.5 is supplemented as follows: 28 (******) 29 30 "Adjust Monument Case and Cover"per each. 31 L 32Adjust Monument Case and Cover, per each" shall be incidental unless included as a pay item in the 33 Schedule of Prices. • 34 8-14 CEMENT CONCRETE SIDEWALKS • 35 8-14.3(4) Curing 36 37 Section 8-14.3(4)is deleted and replaced as follows: 38 (******) 39 40 The curing materials and procedures outlined in Section 5-05.3(13) of the Standard Specifications 41 shall prevail, except that white pigmented curing compound shall not be used on sidewalks. The 42 curing agent shall be applied immediately after brushing and be maintained for a period of 5 days. L Rainier Ave S(SR 167)Improvements Project Special Provisions(Conformed) LPhase 1: Shattuck Ave S Stormwater Bypass July 2009 SP-105 1 2 The Contractor shall have readily available sufficient protective covering,such as waterproof paper 3 or plastic membrane, to cover the pour of an entire day in the event of rain or other unsuitable 4 weather. During the curing period, all traffic, both pedestrian and vehicular, shall be excluded. 5 Vehicular traffic shall be excluded for such additional time as the Engineer may specify. 6 7 The Contractor shall be responsible for barricading, patrolling, or otherwise protecting the newly 8 placed concrete to prevent damage. Damaged,vandalized, discolored, stained, or unsightly concrete 9 shall be removed and replaced at the expense of the Contractor. 10 8-16 CONCRETE SLOPE PROTECTION 11 8-16.1 Description 12 (*****) 13 Section 8-16.1 is supplemented as follows: 14 15 Concrete slope protection shall consist of mortar poured or pneumatically placed upon the slope with 16 lined with native basalt boulders in accordance with these Specifications and details shown in the 17 Plans. 18 8-16.4 Measurement 19 (*****) 20 Section 8-16.5 is replaced as follows: 21 22 Measurement for"Cone. Slope Protection with Embedded Rock" will be by the square yard and 23 will be include the actual area of the slope covered. The area will be computed on the basis of slope 24 measurement. 25 8-16.5 Payment 26 (*****) 27 Section 8-16.5 is supplemented as follows: 28 29 "Conc.Slope Protection with Embedded Rock",per square yard. 30 8-17 IMPACT ATTENUATOR SYSTEMS 31 8-17.5 Payment 32 Section 8-17.5 is supplemented as follows: II 33 (******) 34 35 If no pay item is included for temporary impact attenuators,then all costs to provide and install shall 36 be considered a of the pay item for"Project Temporary Traffic Control." Rainier Ave S(SR 167)Improvements Project Special Provisions(Conformed) Phase 1: Shattuck Ave S Stormwater Bypass July 2009 SP-106 8-20 : ILLUMINATION,TRAFFIC SIGNAL SYSTEMS,AND ELECTRICAL 2 3 84(UIViaterials 4 - (1) ''Equipment List and Drawings Ili !l - r� -Paragraph four of Section 8-20.2(1)is deleted and replaced asfollows: 7 8 The Contractor shall submit for approval six sets of shop drawings for each of the following types of . standards called for on this project: 10' 11 1. Light standards ds with or without pre-approved Plans. L 12 2. Signal standards with or without pre-approved Plans.. 13 3. Combination Signal and lighting standards. 14 4. Metal Strain Poles. 15 16 Paragraph five of Section 8-20.2(1)is deleted. L1T 18 Section 8-20.2(1)is supplemented as follows: 19� • 20 The Contractor also shall submit either on the signal standard shop drawings or attached to the signal 21 standard shop drawings all diisions to clearly show the specific mast arm mounting height and 22 signal tenon locations for each signal pole to be installed, 23 24 8»20.3 Construction Requirements 25 26 8-20.3(4) Foundations 27 28 , Section 8-20.3(4)is revised and supplemented as follows: 29 (******) 30 31 The anchor bolts shall match that of the device to be installed thereon. 32 x 33 Concrete shall be placed against undisturbed earth if possible. Disturbed earth or backfill material 34 shall be compacted to 95.percent of the material's maximum density..Before placing the concrete the 35 Contractor shall block-out'around.any other underground utilities that lie in the excavated base so L ' 36 that the concrete will not adhere to the utility line. Concrete foundations shall be troweled,brushed, 37 ;edged and finished in a workmanship-like manner. Concrete shall be promptly cleaned from the 38 ' exposed portion of the anchor bolts and conduit after placement Foundation shall all be Class 3000 39 concrete. After the specified curing period,the Contractor may install the applicable device thereon. t , 40 41 ;All concrete foundations shall be constructed in the manner specified below: 42 43 n�ewalks:are'to be installed,the grade for the top of the foundation shall'be as E <x� 44 + , . Ettgm r.(See detail sheet) '--Ot."taised islands are to be constructed as a part or'this projeet,the top of 46,, be made flush with the top of the sidewalk or island.(See detail sheet) ,• t Lu .t Y i Special Provisions(Conformed) 1 eic Ave hv� rr July 2009 SP-107 I 1 All concrete foundations shall be located as per stationing on the Plans or as located by the Engineer 2 in the field. 3 4 8-20.3(5) Conduit 111 5 6 Section 8-20.3(5)is revised and supplemented as follows: 8 9 The paragraph requiring galvanized steel conduit at certain locations is deleted. Galvanized steel 10 conduit shall only be placed if so indicated in the Plans. 11 12 The fiber optic line(s) installation for the Schedule B, conduit pipe 3 in. diam., is not part of this 13 contract. 14 15 When the Contractor encounters obstructions or is unable to install'conduit because of soil 16 conditions, as determined by the Engineer, additional work by the Contractor to place the conduit 17 will be paid in accordance with Section 1-04.4. 18 il 19 Pull Wires shall be installed by the Contractor. 20 21 All conduit shall be rigid non-metallic unless noted otherwise in the Plans or Special Provisions. 22 23 All conduit openings shall be fitted with approved bell-ends or Bushings. Wall thickness of conduit 24 shall be consistent within continuous conduit runs with no mixing of different schedule types 25 between terminations. 26 27 The Contractor shall provide and install all conduit and necessary fittings at the locations noted on 28 the Plans. Conduit size shall be as indicated on the wiring and conduit schedule shown on Plans. 29 30 Conduit to be provided and installed shall be of the type indicated below: 31 32 Schedule 40 heavy wall PVC Conforming to ASTM standards shall be used whenever the conduit is 33 to be placed other than within the roadway area. il 34 35 Schedule 80 extra heavy wall PVC Conforming to ASTM standards shall be used when the conduit 36 is to be placed within the roadway area. 37 38 All joints shall be made with strict compliance to the manufacturer's recommendations regarding 39 cement used and environmental conditions. 40 41 8-20.3(6) Junction Boxes,Cable Vaults,and Pull Boxes 42 si 43 Section 8-20.3(6)is supplemented as follows: II 44 (******) 45 46 All junction boxes and associated concrete pads shall be installed on compacted sub grade which 47 shall include six inches of 5/8th-inch minus crushed surfacing top course material installed under 48 and around the base of the junction box. The junction box shall include installation of a 4-inch-thick 49 Class "B"cement concrete pad enclosing the junction box as per the Plans, specifications and detail 50 sheets. Concrete shall be promptly cleaned from the junction box frame and lid. 51 Rainier Ave S(SR 167)Improvements Project Special Provisions(Conformed) Phase 1: Shattuck Ave S Stormwater Bypass July 2009 SP-108 l Junction boxes shall have galvanized steel lids and frames. ]tion boxes used for electrical wiring shall utilize a locking lid per City of Renton Standard 4Details. 6 1 ,3(8) Wiring 7 8 Samoa 8-20.3(8)is supplemented as follows: , to** *N 10 11 Splices to loop return cables shall be made with soldered compression type connectors. All stranded 12 wires term•nated at a terminal block shall have an open end, crimp style solderless terminal 13 connector, and all solid wires; terminated at a terminal block shall have an open end soldered E. 14 terminal connector. All terminals shall be installed with a tool designed for the installation of the 15 correct type of connector and Wiping with pliers,wire cutters,,etc.,will not be allowed. All wiring 15 inside the controller cabinet shall be trimmed and cabled together to make a neat, clean appearing 17 installation.No splicing of any traffic signal conductor shall be Permitted unless otherwise indicated 18 on the Plans. All conductor runs shall be attached to aper priate signal terminal boards with 19 pressure type binding posts. L, 2o 21 8-20.3(9) Bonding,Grounding 22 L23 Section 8-20.3(9)is supplemented as foliowss .: 24 (* ** *) 25 IL26 All street light standards, signal poles and other standards,on which electrical equipment is mounted 27 shall be grounded to a copper clad metallic ground rod 5/8 inch in diameter x 8'0"in length complete 28 with a#8 AWG bare copper bonding strap located in the nearest junction box. All signal controller. 29 cabinets and signal/lighting service cabinets shall be grounded to a 518 inch in diameter x 8'0" in 30 length copper clad metallic ground rod located in the nearest junction box with a bare copper 31 bonding strap sized in accordance with the Plans,specifications and applicable codes. 32 L33 Ground rods ate considered miscellaneous items and all costa are to be included with the system or 34 conductors. Ground straps are also miscellaneous items unless a separate pay item is provided in the 35 "Schedule of prices." 36 37 8-20.3(10) services Transformer,intelligent Transportation System Cabinet 38 39 Section 8-20.3(10)is revised and supplemented as follows 40 (******)� 41 42 Paratph two is deleted. 43 44 PagraPth>ldelch 45: 46ef+ lgw l Et 47 48 a.single phase 120/240 volt,. 3', wire 60 cycle A.C. (street lighting L # ` { :grounded neutral service)per City of Renton Standard Details, AveS(SR 161)improvements Project Special Provisions(conformed) L 'Phase SitratueltAve S Stonnwider Bypass July 2009 SP-109 1 The power service point shall be as noted on the Plans and shall be verified by the electrical 2 servicing utility. 3 4 8-20.3(11) Testing 5 6 Section 8-20.3(11)is supplemented as follows: 7 (******) 8 9 Requests for traffic signal turn on will not be considered until a pre-turn on inspection of signal 10 system has taken place. 11 12 All discrepancies and deficiencies must be corrected by the Contractor and re-inspected prior to 13 requesting signal turn on date. 14 15 Requests for signal turn on shall not be considered until electrical service to the intersection has been 16 provided and has been energized by the electric utility. 17 18 A minimum of three(3)working days notice will be required for signal turn on. 19 20 Channelization at the intersection must be complete per plan before requesting signal turn on date. 21 Any deletions of channelization prior to turn on must be approved by the Engineer. 22 23 City forces shall provide,post and maintain proper signing warning of new signal ahead. 24 25 8-20.3(13) Illumination Systems 26 27 8-20.3(13)A Light Standards 28 29 Section 8-20.3(13)A is deleted and replaced as follows: 30 (******) 31 32 Light standards shall be handled when loading, unloading, and erecting in such a manner that they 33 will not be damaged.Any parts that are damaged due to the Contractor's operations shall be repaired 34 or replaced at the Contractor's expense,to the satisfaction of the Engineer. 35 36 Light standards shall not be,erected on concrete foundations until foundations have set at least 72 111 37 hours or attained a compressive strength of 2,400 psi, and shall be raked sufficiently to be plumb 38 after all load has been placed,or as otherwise directed by the Engineer. 39 40 Light Standards shall be erected in accordance with section 8-20.3(4). II 41 42 Anchor bolts shall extend through the top heavy-hex nut two full threads to the extent possible while 43 conforming to the specified slip base clearance requirements. Anchor bolts shall be tightened by the 44 Turn-Of-Nut Tightening Method in accordance with Sections 6-03.3(33)and 8-20.3(4). 45 46 Anchor bolts damaged after the foundation concrete is placed shall not be repaired by bending or 47 welding. The Contractor's repair procedure is to be submitted to the Engineer for approval prior to 48 making any repairs. The procedure is to include removing the damaged portion of the anchor bolt, 49 cutting threads on the undamaged portion to remain,the installation of an approved threaded sleeve 50 nut and stud, and repairing the foundation with epoxy concrete repair. 51 Rainier Ave S(SR 167)Improvements Project Special Provisions(Conformed) Phase I: Shattuck Ave S Stormwater Bypass July 2009 SP-110 la , :',z1 The •grout pad shall not extend above the elevation of the bottom of the base. 3 In setting timber poles,the Contractor shall provide a minimum burial of 10 percent of the total pole '` ' length plus 2 feet and shall plumb or rake the poles as directed by the Engineer The hand hole shall be located at 90 degrees to the davit arm on the side away from traffic; A grow ding lug or nut shall be provided in the handhole frame or inside the handhole frame or inside the pole shaft to attach a ground bonding strap; 1''. All poles and davit arms shall be designed to support a luminaire weight of 50 lbs. or more and to l l<' withstand pressures caused by wind Toads of 85 mph with gust factor of 1.3. 12 13' All poles maintain a minimum safety factor of 4438 psi on yield strength of weight load and 14 233 psi forbasic wind pressure. 15 16 3aavtA.rt 11 187 Thedavit style arm shall incorpoirate a S'9"radiusbendasmeasured from the centerline of the shaft. Th. cuter motion cif the;artn shall be nearly horizontal to•+2 feet above horizontal and shall be 19 furnished with a 2-inch i meter slipfitter with a mac mum`length.of 8 inches to fit the luminaire 20 specified. The' pole end:of the davit arm tube shall be fastened securely to the top of the shaft 21 producing a flush joint with an even prLofile. 22 L 23 Anchor.Bim: 24 •A one piece anchor base of adequate strength,shape and sizesal be secured. to the lower end of the 25 shaft so that base shall be capable of resisting at its yield point the bendng moment of the shaft L26 at its yield point.. The bas shall be provided with four slotted orroundholes to receive the anchor 2 7 bolts. Nut covers shall be provided with each pole. 222987 Anchor Bolts: 30 Four steel anchor bolts, each fitted with two hex nuts and two washers, shall be furnished with the 31 pole. Anchor bolts shall meet the requirements of Section 9-(6.5(3)and -06.5(4).-The anchor bolt 32 yield'point shall be;capable of. resisting the bending moment of the pole,shaft at its yield point.The a 33` Contractor shall assure that all anchor bolts conform to the recorrmended'ASTM specifications of 34 the le manufacturer and shall secure and submit to the C` for a val all manufacturer data on l� rtY Ply 35 pole bending moment, anchor bolt fabrication data;'test rttlts and any other data that may be 36 required to confirm that the anchorli bolts meet these specifications. 37 38 Miscellaneous l rdware 39 All hardware(bolts,nuts,screws,washers,etc.)needed to complete the installation shall be stainless 40 steel; 41 42 1:10.f Tde.n#il o 1br ): 43 The Contractor -shall.supply at d install a combination of'4-digits.and one l .on each pole, 44: mer. traet°dual 1u pinit►ire or signal pole with lummaire� The letter and numbers. mbinatibe 45' shall a"motel at e 16411e,foot level on the pole facin approaching:traffic. Legends shall be sealed 46> withpalt .iistt to dust,weather and ultraviolet exposure; The decal markers shall be 47 ee L48 ~ a. 3,40*a gothic gold or white reflectorized 2-inch legend on a blackbackground, 50 nr" 51,; b. 3 4neb squareblack 2-inch legend on a white reflectorized background. , . _ , _ , .. Special Provisions(conformal y, , YP July ZttU9. L sfts,,,,L, , v�tl St . SP-111 1 2 The I.D.number will be assigned to each pole at the end of the contract or project by the City traffic 3 engineering office.Cost for the decals shall be considered incidental to the contract bid. 4 5 Light standards shall be spun aluminum davit style and shall meet the pole detail requirements 6 indicated below and the detail sheets at the end of these specifications. 7 8 The pole shaft shall be provided with a 4"x 6"flush hand hole near the base and a matching metal 9 cover secured with stainless steel screws or bolts. 10 11 The pole shall be adjusted for plumb after all needed equipment has been installed thereon.After 12 pole is installed and plumbed, nuts shall be tightened on anchor bolts using proper sized sockets, 13 open end,or box wrenches. Use of pliers,pipe wrenches,or other tools that can damage galvanizing 14 will not be permitted. Tools shall be of sufficient size to achieve adequate torquing of the nuts. The 15 space between the concrete foundation and the bottom of the pole base plate shall be filled with a dry 16 pack mortar grout and troweled to a smooth finish conforming to the contour of the pole base plate. 17 18 Dry pack mortar grout shall consist of a 1:3 mixture of portland cement and fine sand with just 19 enough water so that the mixture will stick together on being molded into a ball by hand, and will 20 not exude moisture when so pressed. A one half-inch drain hole shall be left in the bottom of the 21 grout pad as shown on the standard detail. 22 8-20.4 Measurement 23 Section 8-20.4 is supplemented as follows: 1. 24 (******) 25 26 "Service Cabinet"will be measured per each. 27 "Height Detection Warning System", lump sum. 28 "Relocating Existing Luminaire"will be measured per each. 29 8-20.5 Payment 30 Section 8-20.5 is supplemented as follows: 31 (******) 32 The unit contract price for "Service Cabinet", per each shall be full pay for furnishing all.labor, 33 materials and equipment for the installation of the service cabinet including the cabinet foundation, 34 complete electrical system within the cabinet, conduit and conductors to connect the service cabinet 35 with the service point as shown on the plans. 36 II 37 The lumps sum price for "Height Detection Warning System" shall be full payment for the 38 construction of the complete advanced height detection warning system for both height detection 39 structures, as described above,as shown in the Plans and herein specified including furnishing and 40 installing tilt switches, conduit, wiring, LED flashing warning lights, and for making all required II 41 tests. All additional material and labor, not shown in the Plans or called for herein and which are 42 required to complete the electrical system shall be included in the lump sum Contract price. 43 44 The unit contract price for "Relocating Existing Luminaire", per each shall be full pay for 45 furnishing all labor, materials and equipment for the installation of the relocated existing luminaire 46 pole on new foundation, conduit and conductors to connect the luminaire with the service point as 47 shown on the plans. 48 Rainier Ave S(SR 167)Improvements Project Special Provisions(Conformed) Phase 1: Shattuck Ave S Stormwater Bypass July 2009 SP-112 L ' 1 8-21 PL HENT SIGNING Y: 8-21.1Criiption 3' Se on'8-21.1 is supplemented as follows: 4 ( ) 6 Sacrificial Beam and Height Detection Structure to be constructed in accordance with Section 8-21. 7: 8-21.2 Materilds 8, Sign Support Structures 9 10 Section 9-28.14 is supplemented with the following: 11 (BSP August 4, 2008 WSDOTGSP) 12 13 Sign Structure Foundation Shaft Casing And Slurry 14' A11 temporary casing shall be a smooth wall structure of steel base metal(corrugated metal pipe will 15 not be allowed). All temper y casing shall be of ample strength to resist, damage and deformation 16 from tr sp on and handl installation and extraction stresses, and all pressures and forces 17 acting on the casing. .The temp? ra. casing shall be capable of being removed without deforming 18 and causing damage to the completed shaft,and without disturbing the surrounding soil. 19 20 The temporary casing shall be clean prior to placement in the excavation. The temporary casing may ii 21 be telescoped, but the outside:diameter of the temporary casing shall not be less than the specified 22 diameter of the shaft. 23 24 Slurry for shaft foundations shall be either synthetic slurry or water slurry, conforming to the 25 following requirements: 26 114 26 Synthetic Sill- 28 Synthetic slurries shall be used in conformance with the manufacturer's recommendations, L 29 and the quality;control"plan specified in Section 8-21:3(9)F as supplemented in these 30 Special Provisions. The sand content of synthetic slurry prior to final cleaning and 31 immediately prior to;placing concrete shall be less than 2.0 percent, in accordance with 32 API 13B-1,Section 5. x 33 34 Water Slurry(with or without site soils) 35. Water with or without site soils may be used as slurry when casing is used for the entire 36length of the drilled hole. Use of water slurry without full length casing may only be used 37 with the approval of the Engineer. Water slurry shall conform to alto. following 38 requirements: 39 Property 'Test Requirement Density(pet) Mud Weight 70 max. (Density)API 13B- E , 1,Section 1 Sand Content Sand API 13B-1, 4.0 max. �mO Section 5 40 k 41 is ,'}' , #_ ' i� g shall be at least 40F when tested. Special Provisions Conformed) P ,` edc'Ave.Ssiv $yl July 2009 SP-113 1 8-21.3 Construction Requirements 2 8-21.3(9) Sign Structures 3 • 4 8-21.3(9)A Fabrication of Steel Structures 5 6 Section 8-21.3(9)A is supplemented with the following: 7 (BSP August 16, 2004 WSDOT GSP) 8 9 Monotube Sign Structures • 10 11 Bolted Connections II 12 All bolted connections shall be made using the direct tension indicator method, 13 except as otherwise specified. 14 15 The Contractor may use tension control bolts at all monotube splice locations, subject 16 to the following conditions: 17 18 1. The tension control bolts shall incorporate a design feature intended to 19 either indirectly indicate, or to automatically provide, the bolt tension as 20 specified in Table 3 of Section 6-03.3(33). 21 22 2. The Contractor shall submit the tension control bolt system to the Engineer 23 for approval, including but not limited to bolt capacities, type of bolt, nut, 24 and washer lubricant,method of packaging and protection of the lubricated 25 bolt, installation equipment, calibration equipment, and installation 26 procedures. 27 28 3. Verification testing of the tension control bolt system shall be performed at 29 the job site in a device capable of indicating the actual bolt tension. A II 30 representative sample of not less than three bolt and nut assemblies of each 31 diameter, length, and grade, used for structure assembly shall be tested. 32 The test assembly shall include the type of washers specified for the II 33 structure, and the bolt, nut, and washers shall be arranged in the device as 34 specified in the Plans for the structure. The test assembly shall use the 35 lubricated bolts as supplied by the manufacturer. 36 37 4. The verification testing shall demonstrate that each bolt develops a tension 38 not less than the tension specified in Table 3 of Section 6-03.3(33). 39 40 5. The tension control bolt manufacturer's installation procedure shall be 41 followed for installation of bolts in the verification testing device, in all 42 calibration devices,and in all structure connections. 43 44 6. Upon receiving the Engineer's approval of the verification testing results, 45 the Contractor shall assemble the bolts in the splice locations as follows: 46 47 a. All bolts, nuts,and washers shall be lubricated as supplied by the 48 manufacturer and as tested during verification testing. II 49 b. All bolts shall be initially tightened sufficiently to bring all plies 50 of the splice joint into firm contact but without yielding or Rainier Ave S(SR 167)Improvements Project Special Provisions(Conformed) Phase I: Shattuck Ave S Stormwater Bypass July 2009 Ax SB-114 t¢ iv , ,,.. 1 fracturing the tension control or tension indicator element of the t bolts; c. All bolts shall be tightened further, progressing systematically from the most rig d rt of the connection to the free edges in a manner •that will;minhn ze relaxation of previously tightened -,- bolts. In some cases,proper tensioning of the bolts may require ;T 7 more than one cycle of systematic partial tightening prior to'final , ,,,, ,. .:yield or fracture of•the.tension`control or tension indicator 9 element of each bolt. l d. If yield or'fracture of the tension control or tension indicator 11; ' element of a bolt occurs Prior to the final tightening cycle, that 12' bolt shall be replaced with a new one. 11432 3 14` 7. Additional field verification testing shall be performed as requested by the 15; Engineer. 16 17 8. All bolts and connecting hardware shall be stored and handled in a manner 18 to prevt,corrosion and loss of lubricant. Bolts which are installed without 19: the'same lubricant coating as tested under the'verification test will be 20 rejected shall be removed from the joint, and shall be replaced with'new 21 lubricated bolts at no additional cost to the Contracting Agency. 22 23 "Shop Assem�" 24 Prior to galva�nizin the Contractor shall shop assemble the completed structure lying 25 on its side in an nhdeflected position to ensure correct alignment, accuracy of Boles, 26 : ft of joints, smooth camber profile, and the specified amount of camber The joints 27 shall be bolted with a sufficient number of'bolts tightened snug tight to close the 28 joints as they woutd be in the final field assembled position. The Contractor shall not 29 disassemble the :sign structure for „ zing a specified until receiving the 30 Engineer's approval of the shop assembled structure. 31 32 Zinc Coating andPting 33 All galvanized surfaces exposed to vier erection shall be painted in accordance 33 with Section 6-01.3(4). Contact surfaces.of this field bolted connections shall be Left 35 unpainted. 'lhe'paint shall be applied in the field,except as otherwise specifined. The 36 Contractor may apply the paint ina the shop=subject to the Engineer's prior approval, 37 and provided that all surface areas with damaged paint or exposed metal following 38 erection shall be repaired as specified below 39 40 The color of the f`nosh coat of paint shall snatchFedera Standard 595 Calors FS 4 i 37031 and 'S 33591 for the front and back of the sacrificial beam:&height detector 42 pipe and FS 35237 for the rest of beam and all of the height detection structure when 43 dry. 44 45 ` All gale surfaces specified to be painted shall be prepared for painting in 46 aodan with the ASTM A 2092. The method of preparation shall be as agreed 47 upon the paint manufacturer and the galvanizer The Contractor shall not begin g thte sign structure until receiving the Engineer's approval' of the prepared L 49- . ,, , ',_..' : - -' '''. ' ' .k i -surface: 1 -' , ., , , ..„ , , , ,, ,, . . .c S R 6 Sped l Provisions(Conformed) I , � ���S; t# pass July 2009 SP-115 I 1 Damaged galvanized surfaces in the field shall be repaired by the Contractor at the i 2 Contractor's expense by painting with one coat of either Formula A-9-73 or Formula 3 A-11-99, followed by field painting with the final two coats specified in Section 6- 4 07.3(4). 5 6 Field Assembling 7 The Contractor shall furnish and install the vibration damper as shown in the Plans. 8 The damper shall be installed before the sign structure is erected. is 9 10 Welding Inspector Qualification 111 11 The fabricator shop will provide a Certified Welding Inspector. The inspector shall be 11 12 a AWS Certified Welding Inspector(CWI)qualified and certified in accordance with 13 the provisions of AWS QCI Standard for Qualification and Certification. 14 15 Welding Inspection 16 Welds for monotube sign structures shall be inspected using the methods described 17 below. 18 19 1. Visual Inspection 20 All welds shall have 100 percent of their length visually inspected. 21 22 2. Magnetic Particle Inspection 23 Fillet welds, and longitudinal butt joint welds in beams, shall have 30 24 percent of their length inspected using magnetic-particle testing techniques. 25 If rejectable flaws are found in any test length of the weld,the full length of 26 the weld or five feet on either side of the test length,whichever is less,shall 27 be tested. 28 29 3. Ultrasonic Inspection 30 Groove welds, except the post to beam connection weld and longitudinal 31 butt joint welds in beams, shall have 100 percent of their length inspected 32 using ultrasonic testing techniques. The testing procedure and acceptance 33 criteria for tubular members shall conform to the latest edition of the AWS 34 Structural Welding Code D1.1-Steel. 35 36 4. Dye-Penetrant or Magnetic Particle Inspection 37 The post to beam connection weld shall have 100 percent of its length 38 inspected using dye-penetrant or magnetic-particle testing techniques. The 39 inspection shall be performed after the root pass and after completion of the 40 weld. 41 42 8-21.3(9)F Bases 43 44 Section 8-21.3(9)F is supplemented with the following: 45 (BSP July 12, 2000 WSDOT GSP) 46 47 The Contractor shall not construct grout pads at the base of the monotube sign structures. 48 Rainier Ave S(SR 167)Improvements Project Special Provisions(Conformed) Phase 1: Shattuck Ave S Stormwater Bypass July 2009 SP-116 �r 1 (BSP August 4, 2008 WSDOT GSP) 3 Shafts For Sign Structure Foundations 4 hi 5 Shaft foundations for the sign structures at the following location(s)shall be constructed in 6 accordance with the following requirements: 7 8 S-Line Sta 100+46.19,Lt 9 S-Line Sta 100+52.00,Rt 10 S-Line Sta 101+41.93,Lt 11 S-Line Sta 101+55.09,Rt 12 > 13 Submittals Gil 14 Prior to the start of drilled shaft construction,the Contractor shall submit four copies 15 of a project reference list to the Engineer for approval verifying the successful 16 completion by the Contractor of at least three separate shaft foundation projects in the L 17 past five years with drilled shafts of diameters and depths similar to or larger than 18 those shown in the Plans and ground conditions similar to those described in the 19 project's geotechnical report. A brief description of each project and the owner's 20 contact person's name and current phone number shall be included for each project 21 listed. 22 23 Prior to the start of drilled shaft construction,the Contractor shall submit four copies is 24 of a list identifying the on-site supervisors, and drill rig operators assigned to the 25 project to the Engineer for approval. On-site supervisors shall have a minimum two 26 years experience in supervising construction of drilled shaft foundations,and drill rig 27 operators shall have a minimum one year experience in construction of drilled shaft 28 foundations.The list shall contain a summary of each individual's experience. 29 L30 The Engineer will approve or reject the Contractor's qualifications and field personnel 31 within 10 working days after receipt of the submission. Work shall not be started on 32 any drilled shaft until the Contractor's qualifications and field personnel are approved 33 by the Engineer. The Engineer may suspend the drilled shaft construction if the 34 Contractor substitutes unqualified personnel. The Contractor shall be fully liable for 35 the additional costs resulting from the suspension of work and no adjustments in 36 contract time resulting from the suspension of work will be allowed. 37 38 The Contractor shall submit four copies of a shaft installation narrative for approval 39 by the Engineer. In preparing the narrative, the Contractor shall reference the 40 available subsurface data provided in the contract test hole boring logs, and the 41 geotechnical report(s)prepared for this project. This narrative shall provide at least 42 the following information: 43 44 1. An overall construction operation sequence and the sequence of drilled 45 shaft construction. 46 47 2. List, description and capacities of proposed equipment, including but not 48 limited to cranes, drills, auger, bailing buckets, final cleaning equipment L49 and drilling unit. The narrative shall describe why the equipment was 50 selected, and describe equipment suitability to the anticipated site and 51 subsurface conditions. The narrative shall include a project history of the Rainier Ave S(SR 167)Improvements Project Special Provisions(Conformed) Phase 1:'Shattuck Ave S Stormwater Bypass July 2009 SP-117 I 1 drilling equipment demonstrating the successful use of the equipment on 2 shafts of equal or greater size in similar soil/rock conditions. 3 4 3. Details of shaft excavation methods, including proposed drilling methods, 5 methods for cleanout of the shafts and a disposal plan for excavated 6 material and drilling slurry (if applicable). This shall include a review of 7 method suitability to the anticipated site and subsurface conditions. 8 9 4. Details of the method(s)to be used to ensure shaft stability(i.e.,prevention 10 of caving, bottom heave, etc. using;temporary casing, slurry, and other 11 means) during excavation (including pauses and stoppages during 11 12 excavation)and concrete placement. This shall include a review of method 13 suitability to the anticipated site and subsurface conditions. Temporary 14 casing dimensions and detailed procedures for temporary casing installation 15 and removal, and methods of advancing temporary casing with the 16 excavation in accordance with this Special Provision,shall be provided. 17 18 5. Detailed procedures for mixing, using, maintaining, and disposing of the 19 slurry shall be provided. A detailed mix design(including all additives and 20 their specific purpose in the slurry mix), and a discussion of its suitability 21 to the anticipated subsurface conditions, shall also be provided for the 22 proposed slurry. 23 111 24 The submittal shall include a detailed plan for quality control of the 11 25 selected slurry, including tests to be performed, test methods to be used, 26 and minimum and/or maximum property requirements which shall be met 27 to ensure that the slurry functions as intended,considering the anticipated 28 subsurface conditions and shaft construction methods, in accordance with 29 the slurry manufacturer's recommendations and this Special Provision. As 30 a minimum,the slurry quality control plan shall include the following tests: 31 Property Test Method Density Mud Weight(Density),API 13B-1, Section 1 Viscosity Marsh Funnel and Cup, API 13B-1, Section 2.2 PH Glass Electrode,pH Meter,or pH Paper Sand Sand,API 13B-1, Section 5 Content 32 111 33 *6. The method used to fill or eliminate all voids below the top of shaft 34 between the plan shaft diameter and excavated shaft diameter. 35 36 7. Reinforcing steel shop drawings, details of reinforcement placement, 37 including bracing,centering,and lifting methods, and the method to assure 38 the reinforcing cage position is maintained during construction. 39 40 *8. Details of concrete placement, including proposed operational procedures 41 for pumping and/or tremie methods,and a sample uniform yield form to be 42 used by the Contractor for plotting the volume of concrete placed versus the 43 depth of shaft for all shaft concrete placement (except concrete placement 44 in the dry) Rainier Ave S(SR 167)Improvements Project Special Provisions(Conformed) Phase 1: Shattuck Ave S Stormwater Bypass July 2009 SP-118 L1 2 9. Description of the material (either CDF or granular material) used to 3 temporarily backfill a shaft excavation during a stoppage of the excavation 4 operation,as well as the method used to place and remove the material. 5 6 * Submittal items 6 and 8 need not be included in the Shaft Installation Plan L7` for this project, provided that the Shaft Contractor has already submitted 8these items to, and has received approval from, the WSDOT Bridge 9 Construction Engineer, as part of the annual shaft installation plan review 10 and renewal process, and also provided that the date of the approved 11' submittal on file with the WSDOT Bridge Construction Engineer is within 12 the past twelve months. 13 t14 The Engineer will evaluate the shaft installation plan for conformance with the Plans, 15 Specifications and Special Provisions within the review time specified in Section 6- 16 01.9. L17 18 If synthetic slurry is used to construct the shafts, the Contractor shall provide or 19 arrange for technical assistance in the use of the synthetic slurry as specified in the 20 Slurry subsection of this Special Provision. As part of the shaft installation plan 21 submittal, the Contractor shall submit four copies of one of the following to the 22 Engineer for approval: 23 24 1. The name and current phone number of the synthetic slurry manufacturer's 25 technical representative assigned to the project. 26 27 2. The name(s) of the Contractor's personnel assigned to the project and 28 trained by the synthetic slurry manufacturer in the proper use of the 29 synthetic slurry. The submittal shall include a signed training certification 30 letter from the synthetic slurry manufacturer for each trained Contractor's 16 31 employee listed, including the date of the training. 32 33 Work shall not begin until all the required submittals have been approved in writing 34 by the Engineer. All procedural approvals given by the Engineer will be subject to 35 trial in the field and shall not relieve the Contractor of the responsibility to 36 satisfactorily complete the work. 37 38 Quality Assurance 39 Shafts shall be constructed so that the center at the top of the shaft is within four 40 inches of the Flan location. Shafts shall be within 1.5 percent of plumb. Shaft steel 41 reinforcing bar placement tolerances shall conform to Section 6-02.3(24)C. 42 43 A shaft preconstruction conference shall be held at least five working days prior to the 44 Contractor beginning any shaft construction work at the site to discuss construction 45 procedures,personnel, and equipment to be used, and other elements of the approved 46 shaft installation plan as specified elsewhere in this Special Provision. The list of 47 materials specified in the Record Of Materials(ROM)form for this item of work will 48 also be discussed. Those attending shall include: Li 49 50 1. (representing the Contractor) The superintendent, on site supervisors, and 51 all foremen in charge of excavating the shaft, placing the casing and slurry Rainier Ave S(SR 167)Improvements Project Special Provisions(Conformed) Phase 1: Shattuck Ave S Stormwater Bypass July 2009 ISP-119 1 as applicable, placing the steel reinforcing bars, and placing the concrete. 2 If synthetic slurry is used to construct the shafts, the synthetic slurry 3 manufacturer's representative and/or a Contractor's employee trained in the 4 use of the synthetic slurry, as identified to the Engineer in the shaft 5 installation plan submittal,shall also attend. 6 7 2. (representing the Contracting Agency) The Project Engineer, key III 8 inspection personnel, and representatives from the WSDOT Construction 9 Office and Materials Laboratory Geotechnical Services Branch. 10 11 If the Contractor's key personnel change, or if the Contractor proposes a significant 12 revision of the approved shaft installation plan,an additional conference shall be held 13 before any additional shaft construction operations are performed. 14 15 Shaft Excavation 16 Shafts shall be excavated to the required depth as shown in the Plans. Shaft 17 excavation operations shall conform to this Special Provision and the shaft 18 installation plan as approved by the Engineer, except as otherwise specified by the 19 Engineer. Once the excavation operation has been started, the excavation shall be 20 conducted in a continuous operation until the excavation of the shaft is completed, 21 except for pauses and stops as noted, using approved equipment capable of 22 excavating through the type of material expected. Pauses during this excavation 23 operation, except for casing splicing, tooling changes, slurry maintenance, and 24 removal of obstructions,are not allowed. 25 26 Pauses, defined as momentary interruptions of the excavation operation, will be 27 allowed only for casing splicing,tooling changes, slurry maintenance, and removal of , 28 obstructions. Shaft excavation operation interruptions not conforming to this 29 definition shall be considered stops. Stops for uncased or partial depth cased 30 excavations shall not exceed 16 hours in duration. Stops for fully cased excavations 31 shall not exceed 65 hours duration. 32 33 For stops exceeding the time durations specified above, the Contractor shall stabilize 34 the excavation using one or both of the following methods: 35 36 1. Before the end of the work day, install casing in the hole to the depth of the 37 excavation.The outside diameter of the casing shall not be smaller than six 38 inches less than either the Plan diameter of the shaft or the actual excavated 39 diameter of the hole,whichever is greater. Prior to removing the casing and 11 40 resumption of shaft excavation, the annular space between the casing and MI 41 the excavation shall be sounded. If the sounding operation indicates that 42 caving has occurred,the casing shall not be removed and shaft excavation 43 shall not resume until the Contractor has stabilized the excavation in, 44 accordance with item 4 of the shaft installation plan as approved by the 45 Engineer. 46 47 2. Backfill the hole with CDF or granular material as specified by the 48 Contractor and approved by the Engineer in accordance with item 9 of the 49 shaft installation plan. The Contractor shall backfill the hole to the ground 50 surface if the excavation is not cased, or to a minimum of five feet above 51 the bottom of casing if the excavation is cased. Backfilling of shafts with Rainier Ave S(SR 167)Improvements Project Special Provisions(Conformed) Phase 1: Shattuck Ave S Stormwater Bypass July 2009 SP-120 L 1 casing fully seated into rock, as determined by the Engineer,will not be 104 2 required. 3' it 4 During stops, the Contractor shall stabilize the shaft excavation to prevent bottom 5 heave, caving,head loss, and loss of ground. The Contractor bears full responsibility 6 A for selection and'execution of the methods) of stabilizing and maintaining the shaft 7 excavation, in accordance with Sectionl-07.13. Shaftstabilization shall conform to Ili 8 item 4 of the shaft installation plan. 9 10 If slurry is present in the shaft excavation, the Contractor shall conform to the 11 . requirements in, the Slurry subsection of this Special Provision regarding the 12 maintenance of the slurry and the minimum level of drilling slurry throughout the 13 stoppage of the shaft excavation operation, and shall recondition the slurry to the Li 14 required slurry properties prior to recommencing shaft excavation operations. 15 16 Temporary casing shall be advanced during excavation operations within the limits of L. 17 temporary casing shown in the Plans for all sign structure shaft foundation locations 18 specified at the beginning of this Special Provision. Excavation in advance of the 19 casing tip shall not exceed three feet. Unless otherwise shown in the Plans, 20 temporary casing shall be full depth of the sign bridge shaft. 21 22 The Contractor shall conduct casing installation operations and shaft excavation 23 operations such that the adjacent soil outside the casing and shaft excavation for the 24 full height of the shaft is not disturbed. Disturbed soil is defined as soil whose 25` geotechnical properties have been changed from those of the original in-situ soil, and 26 whose altered condition adversely affects the structural integrity of the shaft 27 foundation. 28 ;. 29 Shaft excavations shall not be left open overnight. An open shaft excavation is to 30 defined as a shaft excavation that has not been filled with concrete, or temporarily 31 backfilled with a material approved by the Engineer in accordance with item 9 of the 32 shaft installation plan as approved by the Engineer. 33 34 The Contractor shall use appropriate means such as a cleanout bucket or air lift to 35 clean the bottom of the excavation of all shafts. No more than two inches of loose or 36Ldisturbed material shall be present at the bottom of the shaft just prior to placing 37 concrete. 38 39 The excavated shaft shall be inspected and approved by the Engineer prior to 40 proceeding with construction. The bottom of the excavated shaft shall be sounded 41 with an airlift pipe,a tape with a heavy weight attached to the end of the tape,or other 42` means acceptable to the Engineer to determine that the shaft bottom meets the LY' 43 , requirements in the Contract. 44 45 When obstructions are encountered, the Contractor shall notify the Engineer L46 promptly. An obstruction is defined as a specific object(including,but not limited to, 47 boulders, logs, and man made objects) encountered during the shaft excavation 48 operation which prevents or hinders the advance of the shaft excavation. When 49 efforts:to advance past the obstruction to the design shaft tip elevation result in the 50 .`, rate of advance of the shaft drilling equipment being significantly reduced relative to 51 the rate of advance for the portion of the shaft excavation in the geological unit that LR z S(SR 167)Improvements Project Special Provisions(Conformed) Phase 1: Shattuck Ave S Stormwater Bypass July 2009 SP-121 1 contains the obstruction, then the Contractor shall remove, break-up, or push aside, 2 the obstruction under the provisions of Section 8-21.5 as supplemented in these 3 Special Provisions. The method of dealing with such obstructions, and the 4 continuation of excavation shall be as proposed by the Contractor and approved by 5 the Engineer. 6 7 The Contractor shall use slurry, as specified in the Slurry subsection of this Special 8 Provision,to maintain a stable excavation during excavation and concrete placement 9 operations once water begins to enter the shaft excavation and remain present. 10 11 Slurry 12 If synthetic slurry is used, either a manufacturer's representative or a Contractor's 13 employee trained in the use of the synthetic slurry, as approved by the Engineer in 14 accordance with the Submittals subsection of this Special Provision, shall provide 15 technical assistance for the use of the synthetic slurry, shall be at the site prior to 16 introduction of the synthetic slurry into a drilled hole, and shall remain at the site 17 during the construction and completion of a minimum of one shaft to adjust the slurry 18 mix to the specific site conditions. 19 20 If the Contractor uses slurry in shafts installed below groundwater and in caving or 21 sloughing soils, the slurry level in the excavation shall be maintained above the 22 groundwater level the greater of the following dimensions, except as otherwise noted 23 for the special requirements for all stops in shaft excavation operations: 24 25 1. Not less than ten feet for synthetic and water slurries, 26 2. Dimension as required to provide and maintain a stable hole. 27 28 The Contractor shall provide casing, or other means, as necessary to meet these 29 requirements. 30I31 The slurry level shall be maintained above all unstable zones a sufficient distance to 32 prevent bottom heave,caving or sloughing of those zones. 33 34 Throughout all stops in shaft excavation operations as defined in the Shaft 35 Excavation subsection of this Special Provision, the Contractor shall monitor and 36 maintain the slurry level in the excavation the greater of the following elevations: 37 ii 38 1. No lower than the water level elevation outside the shaft. 39 2. Elevation as required to provide and maintain a stable hole. 40 41 The Contractor shall sample and test all slurry in the presence of the Engineer, unless 42 otherwise directed. The date, time, names of the persons sampling and testing the 43 slurry,and the results of the tests shall be recorded. A copy of the recorded slurry test 44 results shall be submitted to the Engineer at the completion of each shaft, and during 45 construction of each shaft when requested by the Engineer. 46 47 Sample sets of all slurry, composed of samples taken at mid-height and within two 48 feet of the bottom of the shaft,shall be taken and tested during drilling as necessary to 49 verify the control of the properties of the slurry. As a minimum, sample sets of all 50 slurry shall be taken and tested at least once every two hours if the slurry is not 51 recirculated in the drilled hole or if the previous sample set did not have consistent Rainier Ave S(SR 167)Improvements Project Special Provisions(Conformed) Phase 1: Shattuck Ave S Stormwater Bypass July 2009 SP-122 L1 specified properties. All slurry shall be recirculated, or agitated with the drilling 2 equipment, when tests show that the sample sets do not have consistent specified 3 properties. L .4 5 . Sample sets of all slurry, as specfied, shall be taken and tested prior to final cleaning 6 of the bottom of the hole and again just prior to placing concrete. Cleaning of the 7 bottom of the hole and placement of the concrete shall not start until tests show that 8 the samples taken at mid-height and within two feet of the bottom of the hole have 9 consistent specified properties. 10 11 The Contractor shall clean, recirculate, de-sand, or replace the slurry to maintain the 12 required slurry properties. 13 L14 The Contractor shall demonstrate to the satisfaction of the Engineer that stable 15 conditions are being maintained. If the Engineer determines that stable conditions are 16 not being maintained, the Contractor shall immediately take action to stabilize the 17 shaft. The Contractor shall submit a revised shaft installation plan which addresses 18 the problem and prevents future instability. The Contractor shall not continue with 19 shaft construction until the damage which has already occurred is repaired in 20 accordance with the specifications, and until receiving the Engineer's approval of the 21 revised shaft installation plan. 22 L23Assembly And Placement Of Steel Reinforcing Bars 24 The steel reinforcing bar cage shall be rigidly braced to retain its configuration during 25 handling and construction. Individual or loose bars will not be permitted. `The L26 Contractor shall show bracing and any extra reinforcing steel required for fabrication 27 of the cage in the shop drawings. 28 29 The reinforcement shall be carefully positioned and securely fastened to provide the I. 30 minimum clearances listed below, and to ensure that no displacement of the steel 31 reinforcing bars occurs during placement of the concrete. The Contractor shall 32 submit details of the proposed reinforcing cage spacers along with the shop drawings. L33 Shaft excavation shall not be started until the Contractor has received approval from 34 the Engineer for the reinforcing steel spacers required when the casing is to be pulled 35 during concrete placement. 36 37 The Contractor shall place bars as shown in the Plans with minimum concrete cover 38 of three inches for shafts with diameters of three feet or less, and four inches for 39 shafts with diameters greater than three feet. is 40 41 Placing Concrete L42 Shaft concrete shall be Class 4000P. Concrete placement shall commence 43 immediately after completion of excavation by the Contractor and inspection by the 44 < Engineer. Immediately prior to commencing concrete placement,the shaft excavation . 45 and the properties of the slurry (if used) shall conform to the excavation and slurry Li 46 requirements specified elsewhere in this Special Provision. Concrete placement shall 47 continue in one operation to the top of the shaft,or as shown in the Plans. 48 . L49 During concrete placement, the Contractor shall monitor, and minimize, the 50 difference in the level of concrete inside and outside of the steel reinforcing bar cage. Rainier Ave S(Sn 167)Improvements Project Special Provisions(Conformed) Phase 1: Shattuck Ave S Stonnwater Bypass July 2009 SP-123 I The Contractor shall conduct concrete placement operations to maintain the 2 differential concrete head as 1'-0"maximum. 3 4 When placing concrete in the dry,only the top five feet of concrete shall be vibrated. 5 Temporary casing shall be removed before vibration. This requirement may be 6 waived if the temporary casing is removed with a vibratory hammer during the 7 concrete placement operation. Vibration of the top five feet of concrete does not 8 affect the maximum slump allowed for the concrete class specified. 9 10 If water is not present, the concrete shall be deposited through the center of the 11 reinforcement cage by a method which prevents segregation of aggregates and 12 splashing of concrete on the reinforcement cage. The concrete shall be placed such 13 that the free-fall is vertical down the center of the shaft without hitting the sides,the 14 steel reinforcing bars,or the steel reinforcing bar cage bracing. 15, 16 When placing concrete underwater, including when water in a shaft excavation 17 exceeds three inches in depth with an infiltration rate of 12 inches of depth or more in 18 one hour, the Contractor shall use a concrete pump or tremie. A tremie shall have a 19 hopper at the top that empties into a watertight tube at least eight inches in diameter. 20 If a pump is used, a watertight tube shall be used with a minimum diameter of four 21 inches. The discharge end of the tube on the tremie or concrete pump shall include a 22 device to seal out water while the tube is first filled with concrete. 23 24 Throughout the underwater concrete placement operation, the discharge end of the 25 tube shall remain submerged in the concrete at least five feet and the tube shall 26 always contain enough concrete to prevent water from entering. The concrete 27 placement shall be continuous until the work is completed, resulting in a seamless, 28 uniform shaft. 29 Before placing any fresh concrete against concrete deposited in water or slurry, the 30 Contractor shall remove all scum, laitance, loose gravel and sediment on the upper 31 surface of the concrete deposited in water or slurry and chip off any high spots on the 32 upper surface of the existing concrete that would prevent the steel reinforcing bar 33 cage from being placed in the position required by the Plans. 34 35 The Contractor's construction operation in the vicinity of a drilled shaft excavation 36 with freshly placed concrete and curing concrete shall conform to Section 6-02.3(6)D. 37 Except for shafts where the shaft concrete is placed in the dry, the Contractor shall 38 complete a uniform yield form, consistent with the sample form submitted to the 39 Engineer as part of the shaft installation plan, for each shaft and shall submit the 40 completed form to the Engineer within 24 hours of completing the concrete 41 placement in the shaft. 42 43 Casing Removal 44 As the temporary casing is withdrawn,a minimum five foot head of concrete shall be 45 maintained to balance the foundation material and water pressure at the bottom of the 46 casing. The Contractor shall completely remove all temporary casings. I I Rainier Ave S(SR 167)Improvements Project Special Provisions(Conformed) Phase is Shattuck Ave S Stormwater Bypass July 2009 SP-124 L1 8-21.4 Measurement 2> Section 8-21.4 is supplemented as follows: 3` (******) 4 5 "Sacrificial Beam" and "Height Detection Structure" will not be measured but will be paid as 6 lump sum as described in Section 8-21.5. 7 8-21.5 Payment 8 Section 8-21.5 is supplemented as follows: 9 (******) 10 1 l The lump sum Contract price for "Sacrificial Beam" shall be full pay for all costs in connection 12 with furnishing all materials,labor,tools,and equipment necessary for the manufacture,fabrication, 13 transportation, erection, and painting of all steel used in the completion of two sacrificial beams, as 14 shown on the plans, including providing of such other protective coatings or treatment as may be ii 15 shown in the Plans or specified in the Special Provisions and including but not limited to anchor 16 rods,base plates,stiffeners and handholes. 17 18 The lump sum Contract price for "Height Detection Structure" shall be full pay for all costs in 19 connection with furnishing all materials, labor, tools, and equipment necessary for the manufacture, 20 fabrication, transportation, erection, and painting of all steel used in the completion of two height 21 detection structures,as shown on the plans, including the providing of such other protective coatings 22 or treatment as may be shown in the Plans or specified in the Special Provisions and including but 23 not limited to shafts, excavation for shafts,handholes,base plates, stiffeners, 8"Diam. PVC sch. 80 24 pipe,bolts,Teflon washers,and steel associated with the swing arm assembly. 25 26 (BSP August 4, 2008 WSDOT GSP) 27 it 28 "Removing Sign Structure Shaft Obstructions",estimated. 29 Payment for removing obstructions, as defined in Section 8-21.3(9)F as supplemented in these 30 Special Provisions,will be made for the changes in shaft construction methods necessary to remove 31 the obstruction. The Contractor and the Engineer shall evaluate the effort made and reach agreement 32 on the equipment and employees utilized, and the number of hours involved for each. Once these 33 cost items and their duration have been agreed upon,the payment amount will be determined using 34 the rate and markup methods specified in Section 1-09.6. For the purpose of providing a common 35 proposal for all bidders,the Contracting Agency has entered an amount for the item "Removing Sign 36 Structure Shaft Obstructions"in the bid proposal to become a part of the total bid by the Contractor. Li37 38 If the shaft construction equipment is idled as a result of the obstruction removal work and cannot be 39 reasonably reassigned within the project, then standby payment for the`idled equipment will be 40 added to the payment calculations. If labor is idled as a result of the obstruction removal work and 41 cannot be reasonably reassigned within the project, then all labor costs resulting from Contractor 42 labor agreements and established Contractor policies will be added to the payment calculations. 43 44` The Contractor shall perform the amount of obstruction work estimated by the Contracting 45 Agency within the original time of the contract. The Engineer will consider a time adjustment L 46 and additional compensation for costs related to the extended duration of the shaft construction 47 operations,provided: 48 49 1. the dollar amount estimated by the Contracting Agency has been exceeded,and Rainier Ave S(SR 167)Improvements Project Special Provisions(Conformed) Phase 1; Shattuck Ave S Stormwater Bypass July 2009 SP-125 I 1 2. the Contractor shows that the obstruction removal work represents a delay to the 2 completion of the project based on the current progress schedule provided in 3 accordance with section 1-08.3. 4 8-26 BOLLARDS W SECTION 5 (April 4, 2005 WSDOT GSP) 6 8-26.1 Description 7 This work shall consist of furnishing and installing steel bollards in accordance with the Plans, 8 Standard Plans, and these Specifications, at the locations shown in the Plans or as staked by the 9 Engineer. 10 8-26.2 Materials 11 Post 12 Bollard posts shall be Schedule 80 steel pipe and post sleeves shall be Schedule 40 steel pipe. 13 14 Hardware 15 All hardware shall be steel, conforming to the size and thickness shown in the Standard Plans. The 16 welding shall not interfere with the fit of the lid in the cover plate. 17 18 All steel parts shall be hot-dip galvanized after fabrication in accordance with ASTM A 123. 19 20 Reflective Tape 21 Reflective tape shall be one of the following or an approved equal: 22 23 Scotchlite High Intensity Grade Series 2870 24 Reflexite AP-1000 25 Scotchlite Diamond Grade LDP Series 3970 26 T-6500 High Intensity(Type IV) 27 28 Concrete 29 Footings shall be constructed using concrete Class 3000. 30 8-26.3 Construction Requirements 31 Bollards shall be constructed in accordance with the Standard Plans. 11 32 Bollards shall not vary more than 1/2 inch in 30 inches from a vertical plane. 33 Bollard posts, and the exposed parts of the base assembly shall be painted with one coat of paint 34 conforming to the requirements of Section 9-34.2(1). 35 8-26.4 Measurement 36 Measurement for bollards will be by the unit for each type of bollard furnished and installed. 37 8-26.5 Payment 38 Payment will be made in accordance with Section 1-04.1,for the following bid items: 39 "Bollard Type_",per each. 40 8-27 FIELD OFFICE BUILDING ((NEW SECTION) / 41 (WSDOT GSP, March 13, 1995) Rainier Ave S(SR 167)Improvements Project Special Provisions(Conformed) Phase 1: Shattuck Ave S Stormwater Bypass July 2009 SP-126 i 8-27.1 Description 2 This work shall consist of furnishing and setting-up a temporary office building for the sole use of 3 the Contracting Agency. 4 8-27.2 Construction Requirements S` The building shall be set-up, at a location approved by the Engineer, within the first 10 working 6 days,unless the Engineer has approved a different schedule. 7 The building shall be weather-tight, installed plumb and level, and provided with the following as a is 8 minimum: 9 10 1. 240 square feet of floorspace 11 2. Above ground floor 12 3. Heat 13 4. Electric lights 14 5. Telephone 15 6. Adequate windows 16 7. Six square feet of shelving 17 8. Plan table: 3 feet 6 inches deep by 6 feet wide by 3 feet 3 inches high 18 9. Drafting stool 19 10. Conference table:4 foot by 8 foot 20 11. Four chairs 21 12. Cylinder door lock and six keys 22 13. Sanitary facilities(unless existing facilities are available) 23` 24 The building shall remain the property of the Contractor and removed from the site upon physical 25 completion of the contract,or when designated by the Engineer. 26 8-27.3 Payment 27 (WSDOT GSP, October 28, 1996) 28 29 Payment will be made in accordance with Section 1-04.1,for the following bid item: 30 31 "Field Office Building", lump sum 32 33 The lump sum contract price for"Field Office Building" shall be full pay for furnishing, 34 installing, maintaining, and removing the facility, including all costs associated with all 35 required utility hook-ups and disconnects, and monthly utility charges for all utilities 36 except telephone. 37 L38 The monthly telephone costs will be paid by the Contracting Agency. 39 ' 40 8-28 RELOCATING HISTORICAL MARKER(NEW SECTION) 41 (*******) Rainier Ave S(SR 167)Improvements Project Special Provisions(Conformed) LI Phase 1: Shattuck Ave S Stormwater Bypass July 2009 SP-127 1 8-28.1 Description 2 This work shall consist of relocating existing City of Renton Historical Marker in accordance with 3 the Plans, Standard Plans, and these Specifications, at the locations shown in the Plans or as staked 4 by the Engineer. 5 8-28.2 Materials 6 (Vacant) 7 8-28.3 Construction Requirements 8 The Contractor shall remove existing City of Renton Historical Marker located in the sidewalkat the II 9 southwest corner of the intersection of Shattuck Avenue and S. 4th Place during cement concrete 10 sidewalk demolition. The Contractor shall protect Marker until ready to be located in its permanent 11 location. The Marker shall be placed in its permanent locations in the sidewalk at the locations 12 shown in the plans and as approved by the Engineer. 13 8-28.4 Measurement 14 Measurement for Relocating Historical Marker will be by the unit for each. 15 8-28.5 Payment 16 Payment will be made in accordance with Section 1-04.1,for the following bid items: 17 "Relocating Historical Marker",per each. 18 19 20 END DIVISION 8 Rainier Ave S(SR 167)Improvements Project Special Provisions(Conformed) Phase 1: Shattuck Ave S Stormwater Bypass July 2009 SP-128 L it 1, DIVISION 9 2 MATERIALS 3 9-00 DEFINITIONS AND.TESTS 4 Section 9-00(A)is a new section: L5 (******) 6 9-00(A) Recycled Materials(RC) L7 The Owner encourages the use of recycled materials whenever practicable, provided that those '° 8 materials meet or exceed all applicable requirements described elsewhere in;the contract 9 specifications. Should recycled materials be utilized, the Owner requires that a Recycled Product 10 Reporting Form be completed by the Contractor. 11 9-02 BITUMINOUS MATERIALS 12 Section 9-02.1(10)is a new section: 13 (******) 14 15 9-02.1(10) Loop Sealant(RC) I- 16 Unless specified otherwise in the contract or permitted by the Engineer upon request from the 17 Contractor, loop sealant shall be hot-melt, rubberized asphalt sealant(Crafco Loop Detector Sealant r 18 or approved equal),shall meet the penetration,flow and resilience specifications of ASTM D3407. 19` The Contractor shall request and obtain approval from the Engineer for the type of loop sealant to be 20 used before installing detector loops and shall submit manufacturer cut sheets or other data if 21 requested by the Engineer in order to enable the Engineer to determine the acceptability of the iiii,,, 22 sealant. 23 9-03 AGGREGATES 24 9-03.8 Aggregates for Hot Mix Asphalt P 25 9-03.8(2) HMA.Test Requirements ii, 26 27 Section 9-03.8(2)is supplemented as follows: 28 (January 5, 2004 WSDO7) L 29 30 ESALs 31 The number of ESALs for the design and acceptance of the HMA shall be*** $$1$$ *** million. ii 32 33 9-03.8(7) 1IMA Tolerances and Adjustments 34 35 Item 1 is deleted and replaced as follows: 36 t******} 37` 38 1. Job Mix Formula Tolerances. After the JMF is determined as required in 5-04.3(7)A, ks 39 the constituents of the mixture at the time of acceptance shall conform to the following 40 tolerances: 41 42 Nonstatistical Commercial 43 Evaluation Evaluation Rainier Ave S(SR 167)Improvements'Project Special Provisions(Conformed) Phase 1: Shattuck Ave S Stormwater Bypass July 2009 SP-129 1 Aggregate,percent passing: 2 1,"3/4,"'A,"and 3/8"sieves ±6% ±8% 3 U.S.No. 4 sieve ±6% ±8% 4 U.S.No. 8 sieve ±6% ±8% 5 U.S.No. 16 sieve ±4% ±6% 6 U.S.No.30 sieve ±4% ±6% 7 U.S.No. 50 sieve ±4% ±6% 8 U.S.No. 100 sieve ±3% ±5% 9 U.S.No.200 sieve ±2.0% ±3.0% 10 Asphalt Binder ±0.5% ±0.7% 11 MA 1.5%below minimum value in 9-03.8(2) 12 VFA min.and max.as listed in 9-03.8(2) 13 Va 2.5%minimum and 5.5%maximum 14 15 These tolerance limits constitute the allowable limits as described in Section 1-06.2. The 16 tolerance limit for aggregate shall not exceed the limits of the control points section, except the 17 tolerance limits for sieves designated as 100%passing will be 99-100. 18 19 20 9-05 DRAINAGE STRUCTURES, CULVERTS,AND CONDUITS 21 9-05.4 Steel Culvert Pipe and Pipe Arch (RC) 22 Section 9-05.4 is revised as follows: 23 (******) 24 25 Steel culvert pipe and pipe arch shall meet the requirements of AASHTO M 36, Type I and Type II. 26 Welded seam aluminum coated (aluminized) corrugated steel pipe and pipe arch with metalized 27 coating applied inside and out following welding is acceptable and shall be asphalt treatment coated. 28 29 9-05.7(2) Reinforced Concrete Storm Sewer Pipe(RC) 30 II31 Section 9-05.7(2)is deleted and replaced as follows: 32 (******) 33 34 Reinforced Concrete Storm Sewer pipe shall conform to the requirements of ASTM C-76 and shall 35 be Class N. Cement used in the manufacture of reinforced concrete pipe shall be Type II in 36 conformance with ASTM C150. No admixture shall be used unless otherwise specified. 37 II 38 9-05.7(2)A Basis for Acceptance(RC) 39 40 Section 9-05.7(2)A is supplemented as follows: 41 (******) 42 43 All pipe shall be subject to(1)a three-edge-bearing strength(D-load)test in accordance with ASTM 44 C76; and (2) a hydrostatic test of rubber gasket joints in accordance with ASTM C361 or AWWA 45 C302 except test pressure shall be 5 psi. 46 Rainier Ave S(SR 167)Improvements Project Special Provisions(Conformed) Phase 1: Shattuck Ave S Stormwater Bypass July 2009 SP-130 L 1 9-05.7(3) Concrete Storm Sewer Pipe Joints(RC) 2' 3 Section 9-05.7(3)is deleted and replaced as follows: 1 4 (******) ht 6 Joint assembly design shall be reinforced concrete bell and spigot type incorporating a fully retained 7 single rubber gasket in accordance with ASTM C361 or AWWA C302.Rubber gasket material shall L - 8. be neoprene. 9 10 9-05.7(4) Testing Concrete Storm Sewer Pipe Joints(RC) i1 12 Section 9-05.7(4)is supplemented as follows: 13 (******) li 14 15 Hydrostatic testing'of rubber gasket joints shall be performed in accordance with ASTM C361 or 16 AWWA C302 except test pressure shall be 5 psi. 17 9-05.9 Steel Spiral Rib Storm Sewer Pipe(RC) 18 Section 9-05.9 is deleted and replaced as follows: 19 (******) 20 21 The manufacturer of spiral rib storm sewer pipe shall furnish the Engineer a Manufacturers 22 Certificate of Compliance stating that the materials furnished comply in all respects with these 23 Specifications. The Engineer may require additional information or tests to be performed by the 24 Contractor at no expense to the State. 25 26 Unless otherwise specified, spiral rib storm sewer pipe shall be furnished with pipe ends cut 27 perpendicular to the longitudinal axis of the pipe. Pipe ends shall be cut evenly. Spiral rib pipe shall 28 be fabricated either by using a continuous helical lock seam or a continuous helical welded seam iii 29 paralleling the rib. 30 31 Steel spiral rib storm sewer pipe shall be manufactured of metallic coated(aluminized or galvanized) .10 32 corrugated steel and inspected in conformance with Section 9-05.4. The size, coating, and metal 33 shall be as shown in the Plans or in the Specifications. c" 34 35 For spiral rib storm sewer.pipe, helical ribs shall project outwardly from the smooth pipe wall and 36 shall be fabricated from a single thickness of material. The ribs shall be essentially rectangular and 37 shall be 3/4 inch plus two times the wall thickness(2t)plus or minus 1/8 inch(measured outside to 38 outside) and a minimum of 0.95 inch high (measured as the minimum vertical distance from the 39 outside of pipe wall immediately adjacent to the lockseam or stiffener to the top surface of rib). The 40 maximum spacing of the ribs shall be 11.75 inches center to center(measured normal to the direction i I. 41 of the ribs). The radius of bend of the metal at the corners of the ribs shall be a minimum of 0.10 42 ' inch and a maximum of 0.17 inch. If the sheet between adjacent ribs does not contain a lockseamm,a 43 stiffener shall be included midway between ribs, having a nominal radius of 0.25 inch and a 44 minimum height of 0.20 inch toward the outside of the pipe. Pipe shall be fabricated with ends that 45 can be effectively jointed with coupling bands. L46 47When required, spiral rib or narrow pitch spiral rib pipe shall be bituminous treated or paved. The 4 8 bituminous treatment for spiral rib pipe shall conform to the requirements of Sections 9-05.4(3)and 49 9-05.4(4). LRainier Ave S(SR 167)Improvements Project Special Provisions(Conformed) Phase 1: Shattuck Ave S Stormwater Bypass July 2009 SP-131 1 2 For narrow pitch spiral rib sewer pipe,the helical ribs shall project outwardly from the smooth pipe 3 wall and shall be fabricated from a single thickness of material. The ribs shall be 0.375 inch + 1/8 4 inch wide (measured outside to outside) and a minimum of 0.4375 inch high (measured as the 5 minimum vertical distance of ribs shall be 4.80 inches center to center(measured normal to the 6 direction of the ribs). The radius of bend of the metal at the corners of the ribs shall be 0.0625 inch 7 with an allowable tolerance of+ 10 percent. 11 8 9Section 9-05.12(3)is a new section: 10 (******) 11 12 9-05.12(3) CPEP Sewer Pipe 13 CPEP-Smooth interior pipe and fittings shall be manufactured from high density polyethylene resin" 14 which shall meet or exceed the requirements of Type 111, Category 4 or 5,Grade P33 or P34,Class 15 C per ASTM D1248. In addition,the pipe shall comply with all material and stiffness requirements 16 of AASHTO M294. 17 9-05.14 .ABS Composite Sewer Pipe 18 Section 9-05.14 is deleted 19 (******) 20 9-05.17 Aluminum Spiral Rib Storm Sewer Pipe 21 Section 9-05.17 is deleted and replaced as follows: 22 (******) 23 24 Unless otherwise specified, spiral rib storm sewer pipe shall be furnished with pipe ends cut 25 perpendicular to the longitudinal axis of the pipe. Pipe ends shall be cut evenly. Spiral rib pipe shall 26 be fabricated by using a continuous helical lock seam with a seam gasket. • 27 28 For spiral rib storm sewer pipe, helical ribs shall project outwardly from the smooth pipe wall and; 29 shall be fabricated from a single thickness of material. The ribs shall be 3/4 inch wide by%inch deep 30 with a nominal spacing of 7-1/2 inches center to center. Pipe shall be fabricated with ends that can 31 be effectively jointed with coupling bands. 32 33 For narrow pitch spiral rib storm sewer pipe, helical ribs shall project outwardly from the smooth 34 pipe wall and shall be fabricated from a single thickness of material. The ribs shall be 0.375 inch+ 35 1/8 inch wide (measured outside to outside) and a minimum spacing of ribs shall be 4.80 inches 36 center to center(measured normal to the direction of the ribs). The radius of bend of the metal at the 37 corners of the ribs shall be 0.0625 inch with an allowable tolerance of+ 10 percent. 11 38 39 For wide pitch spiral rib storm sewer pipe, helical ribs shall project outwardly from the smooth pipe 40 wall and shall be fabricated from a single thickness of material. The ribs shall be 3h inch+ 1/8 inch II 41` wide (measured outside to outside) and a minimum of 0.95 inch high (measured as the minimum 42 vertical distance from the outside of pipe wall to top surface of the rib). The maximum spacing of 43 ribs shall be 11.75 inches center to center(measured normal to the direction of the ribs). The radius 44 of bend of the metal at the corners of the ribs shall be 0.0625 inch with an allowable tolerance of 45 10 percent. 46 Rainier Ave S(SR 167)Improvements Project Special Provisions(Conformed) Phase 1: Shattuck Ave S Stormwater Bypass July 2009 SP-132 1 Section 9-05.21 is a new section: 2 (******) 3 9-05.21 Cement Slurry—Abandoning Pipe 5 Cement slurry used to fill abandoned pipes shall have the following properties: f. Material Reference Material Property Cement,ASTM C 150 Type I/kii 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 a7 24 hours 75 psi(minimum) ASTM C495 L 7 days 150 psi(minimum) ASTM C495 @ 28 days 250 psi(minimum) ' Set time depends on temperature and site conditions 7 8 9-06 STRUCTURAL STEEL AND RELATED MATERIALS 9 9-06.5(4) Anchor Bolts 10 11 Section 9-06.5(4)is supplemented as follows: 12 13 All anchor bolts, nuts, washers and anchor plates for signal poles, street light poles, strain poles or 14 other types of poles shall meet the recommended specifications of the pole manufacturer. The 15 Contractor shall be responsible for providing to the Engineer any and all data concerning fabrication, 16 strength test results, mill certification and other data required to confirm that the anchor bolts meet 17 those specifications. 18 19 The following standard specifications shall apply to anchor bolts for street light, signal and strain 20 poles provided that the Contractor can submit documentation from the manufacturer affirming that 21 anchor bolts meeting these specifications are recommended for the pole to be installed thereon: 22 23 1. The standard anchor bolt for aluminum street light poles shall be 42 inches in length and is 24 shall meet the requirements of ASTM A 36 or ASTM A 307. The shaft of the anchor bolt 25 shall be a full one inch in diameter with a hot forged four-inch"L"bend on the bottom end 26 and a minimum of six inches of die-cut threads on the top end. 27 28 2. The anchor bolts for signal poles and strain poles shall meet the specifications as 29 designated on the approved manufacturer's pole Plans and/or supplemental Plans or 30 specifications provided by the manufacturer. 31 bo Rainier Ave S(SR 167)improvements Project Special Provisions(Conformed) Phase 1: Shattuck Ave S Stormwater Bypass July 2009 SP-133 1 All anchor bolts,nuts and washers shall meet the pole manufacturer's specifications and shall be hot 2 dipped galvanized unless such galvanization is not permitted for the type of steel as per Section 9- 3 06.5(4). 4 9-08 PAINTS 5 Section 9-08.8 is a new section: 6 (******) 7 9-08.8 Manhole Coating System Products 8 9-08.8(1) Coating System Specification 9 10 The following coating system specifications shall be used for coating (sealing) interior concrete 11 (including the channel)surfaces of sanitary sewer manholes when required. 12 13 Coating System Specification 14 15 A. General 16 17 1. Buried Manhole 18 19 2. Surface Color_ ' Paint System 20 21 Buried,and exposed concrete surfaces White C-1 22 23 9-08.8(2) Coating Systems 24 25 A. High Solids Urethane 26 Coating System: Cl Coating Material: High Solids Urethane Surfaces: Concrete Surface Preparation: In accordance with SSPC SP-7 (Sweep or brush off blast) Application: Shop/Field The drying time between coats shall not exceed 24 hours in any case System Thickness: 6.0 mils dry film Coatings: Primer: One coat of Wasser MC-Conseal high solids urethane (2.0 DFT) Finish: Two or more coats of Wasser MC-Conseal(min.4.0 DFT) 27 9-23 CONCRETE CURING MATERIALS AND ADMIXTURES 28 9-23.9 Fly Ash(RC) 111 29 Section 9-23.9 is revised as follows: III 30 (******) 31 32 Fly ash shall not be used around water lines. Rainier Ave S(SR 167)Improvements Project Special Provisions(Conformed) Phase 1: Shattuck Ave S Stormwater Bypass July 2009 SP-134 L 1 9-29 ILLUMINATION,SIGNAL,ELECTRICAL 2 9-29.1 Conduit,Innerduct, and Outerduct(RC) 3 Section 9-29.1 is supplemented as follows: 4 (******) 5 6 The conduit PVC non-metallic shall be of the two types indicated below: 7 8 1. Schedule 80 Extra heavy wall PVC conforming to ASTM, Standards,to be used in all L9 installations under roadways. 10 2. Schedule 40 heavy wall PVC conforming to ASTM Standards. 11 9-29.2 Junction Boxes,Cable Vaults,and Pull Boxes (RC) 12 Section 9-29.2 is supplemented as follows: 13 (******) 14 15 Junction boxes shall be reinforced concrete with galvanized steel frame anchored in place and 16 galvanized steel cover plate (Diamond pattern) as indicated on detail sheets. Junction boxes for 17 copper wire shall incorporate a locking lid per City of Renton Standard Details. 18 9-29.3 Conductors,Cable 19 Section 9-293 is revised and supplemented as follows: 20 (******) 21 22 Items 8 and 11 are revised as follows: 23 24 8. Detector loop wire shall be No. 12 AWG stranded copper wire, Class B, with chemically 25 cross-linked polyethylene type RHH-RHW insulation of code thickness. L 26 11. Communications cable shall meet REA specification PE-39 and shall have No. 19 AWG 27 wires with 0.008 inch FPA/MPR coated aluminum shielding. The cable shall have a 28 petroleum compound completely filling the inside of the cable. 29 30 Each wire shall be numbered at each terminal end with a wrap-around type numbering strip bearing 31 the circuit number shown on the Plans. 32 • 33 The Contractor shall provide and install all the necessary wiring, fuses and fittings so as to complete 34 the installation of the signal and lighting equipment as shown on the Plans. All materials and 35 installation methods, except as noted otherwise herein, shall comply with applicable sections of the 36 National Electrical Code. 37 38 9-29.6(5) Foundation Hardware 39 40 Section 9-29.6(5)is supplemented as follows: 41 ' (******) 42 43 The anchor bolts shall match that of the device to be installed thereon. 44 Rainier Ave S(SR 167)Improvements Project Special Provisions(Conformed) Phase 1: Shattuck Ave S Stormwater Bypass July 2009 SP-135 I 1 9-29.9 Ballast,Transformers 2 Section 9-29.9 is supplemented as follows: 3 (******) 4 5 The Ballast shall be pre-wired to the lamp socket and terminal board. 6 9-29.10 Luminaires 7 Section 9-29.10 is supplemented as follows: 8 (******) 9 10 The filter shall be charcoal with elastomeric gasket. 11 12 Luminaires shall have a cast aluminum housing of the cobra head style with a glass ovate refractor. 13 The manufacturer's name or symbol shall be clearly marked on each luminaire. 14 15 9-29.10(2) Decorative Luminaires 16 17 Section 9-29.10(2)is deleted and replaced as follows: 18 (******) 19 20 For arterial street decorative lighting fixtures and poles in North Renton: 21 22 Luminaires shall be Lumec-TR20-xxxHPS-SG3-250-400 23 Poles shall be aluminum taper poles with 38-foot nominal mounting height and jet black in 24 color,ATR 85V-38-BKTX,with Lumec Bracket UN-1A 25 26 Or 27 Luminaires shall be Cyclone Luminaire: CP0800-SB3-LSC-400HPS-QTIVOLT-S2- 28 RAL9005TX-TFB-TLS 29 30 Poles shall be aluminum taper poles with 38-foot nominal mounting height and jet black in 31 color,HAPCO#88330P1 POLE,with HAPCO#88402P1 ARM. 32 33 For arterial street decorative lighting fixtures and poles in South Renton: 34 35 Luminaires shall be Lumec-Schroder Citea, 36 37 CTM-xxxHPS-ED 18-MC3F-240-CTP-8-1 A-LTS 1266A 38 39 Poles shall be aluminum taper poles with 40-foot nominal mounting height and dark blue in 40 color,ATR106V-40-DE2-TX 41 42 For local street decorative lighting fixtures and poles city-wide: 43 44 Luminaires shall be Lumec Z40 series or Lumec Z14 series.per City of Renton Standard Details and 45 per project Plans. 46 47 For bridge mounted lighting fixtures: 48 49 Luminaires shall be Holophane Wallpack IV as shown on the plans,or approved equal. it Rainier Ave S(SR 167)Improvements Project Special Provisions(Conformed) Phase 1: Shattuck Ave S Stormwater Bypass July 2009 SP-136 lir 1 2 9-29.11(2) Photoelectric Controls 3` 4 Section 9-29.11(2)is deleted and replaced as follows: 5 (******) 6 7 Photoelectric controls shall be a plug-in device, rated to operate on 120 volts, 60 Hz. The unit shall 8 consist of a light sensitive element connected to necessary control relays. The unit shall be so 9 designed that a failure of any electronic component will energize the lighting circuit. 10 11 The photo cell shall be a solid state device with stable turn-on values in the temperature range of-55 12 degrees C to+70 degrees C. The photo cell shall be mounted externally on top of the luminaire. In 13 a contactor controlled system,the photo cell to control the system shall be mounted on the luminaire Ili 14 nearest to the service/contactor cabinet. The photo cell shall be capable of switching "ON" 1,000 15 watts of incandescent load as a minimum. 16 17 Section 9-29.26 is a new section 18 (******) 19 9-29.26 Height Detection Warning Sensor 20 The height detection warning sensor shall be the TSI-Tilt Switch Indicator manufactured by 21 WESTEC Instrument,or approved equal. 22 Li 23 Contact information for Westec Instruments,Inc. 24 Paul McDonald 25 P.O. Box 1210 26 Tualatin,OR 97062 27 Telephone: 1-503-692-6193 rm 28 Fax: 1-503-692-7985 ai 29 E-mail: paul@salestecnw.com 30 31 9-30 WATER DISTRIBUTION MATERIALS 32 9-30.1(1) Ductile Iron Pipe(RC) it33 34 Section 9-30.1(1)is modified as follows: 35 (******) 36. 37 1. Ductile iron pipe shall be centrifugally cast and meet the requirements of AWWA C151. 38 Ductile iron pipe shall have a cement-mortar lining meeting the requirements of AWWA 39 C 104. All other ductile iron pipe shall be Standard Thickness Class 52 or the thickness 40 class as shown in the Plans. 41 42 9-30.1(4)A Steel Pipe(6 inches and over) 43 44 Section 9-30.1(4)A is supplemented as follows: 45 (******) 46 47 The steel sewer casing pipe shown on the Plans shall be lined and coated with coal tar epoxy, a 48 minimum of 12 mils thickness. Rainier Ave S(SR 167)Improvements Project Special Provisions(Conformed) Phase l: Shattuck Ave S Stormwater Bypass July 2009 SP-137 2 9-30.5 Hydrants 3 Section 9-30.5 is supplemented as follows: 4 (******) 5 6 Fire hydrants shall be Iowa,Corey Type(opening with the pressure) or approved equal conforming 7 to AWWA C-502-85. Approval must be obtained prior to bid opening. 8 9 Compression type fire hydrants (opening against pressure) shall be Clow Medallion, M&H 929, 11 10 Mueller Super Centurion 200,conforming to AWWA C-502-85. 11 12 9-30.5(1) End Connections(RC) II 13 14 Section 9-30.5(1)is supplemented as follows: 15 (******) 16 17 Hydrants shall be constructed with mechanical joint connection unless otherwise specified in bid 18 proposal description. 19 20 9-30.5(2) Hydrant Dimensions 21 22 Section 9-30.5(2)is deleted and replaced as follows: 23 (******) 24 25 Fire hydrants shall be Corey type (opening with the pressure) or compression type (opening against 26 pressure) conforming to AWWA C-502-85 with a 6-inch mechanical joint inlet and a main valve 27 opening(M.V.O.)of 5 1/4 inches,two 2 1/2-inch hose nozzles with National Standard Threads 7 1/2 28 threads per inch and one 4-inch pumper nozzles with the new Seattle Pattern 6 threads per inch, 60 29 degrees V. Threads, outside diameter of male tread 4.875 and root diameter 4.6263. Hydrants shall 30 have a 1-1/4-inch pentagon operating nut opened by turning counter clockwise(left). 31 32 The two, 2-1/2-inch hose nozzles shall be fitted with cast iron threaded caps with operating nut of 33 the same design and proportions as the hydrant stem nut. Caps shall be fitted with suitable neoprene 34 gaskets for positive water tightness under test pressures. 35 36 The 4-inch pumper nozzle shall be fitted with a Stortz adapter,4-inch Seattle Thread x 5-inch Stortz. 37 Stortz adapter shall be forged and/or extruded 6061-T6 aluminum alloy, hardcoat anodized. 38 Threaded end portion shall have no lugs and 2 set screws 180 degrees apart. Stortz face to be metal, 39 no gasket to weather. Stortz cap to have synthetic molded rubber gasket, and shall be attached to 40 hydrant adapter with 1/8-inch coated stainless steel aircraft cable. 41 42 Fire hydrants shall be installed per City of Renton Standard Details for fire hydrants,latest revisions. 43 44 9-30.6(3)B Polyethylene Tubing 45 46 Section 9-30.6(3)B is modified as follows: 47 (******) 48 49 Polyethylene pipe shall not be used. Rainier Ave S(SR 167)Improvements Project Special Provisions(Conformed) Phase 1: Shattuck Ave S StonnwaterBypass July 2009 SP-138 L2 9-30.6(4) Service Fittings 3 4 Section 9-30.6(4)has been revised as follows: 5 (******) 6 7 Fittings used for copper tubing shall be compression type with gripper ring. 8 9 9-30.6(5) Meter Setters 10 11 Section 9-30.6(5)is supplemented as follows: 12 (******) 13 14 Meter setters shall be installed per the City of Renton Standard Details for water meters, latest 15 revision 16 17 END OF DIVISION 9 18 RainierAve S(SR 167)Improvements Project Special Provisions(Conformed) Phase l: Shattuck Ave S Storn/water Bypass July 2009 iiro L City of Renton Contract Documents for Rainier Ave S (SR 167)Improvements Project Phase 1: Shattuck Ave S Stormwater Bypass L APPENDIX A Prevailing Hourly Minimum Wage Rates p; L L L L L L L 6 L z L L L State of Washington lir DEPARTMENT OF LABOR AND INDUSTRIES Prevailing Wage Section-Telephone(360)902-5335 PO Box 44540,Olympia,WA 98504-4540 N" Washington State Prevailing Wage Rates For Public Works Contracts 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 Ike of overtime calculation requirements is provided on the Benefit Code Key. KING COUNTY lie EFFECTIVE 03-04-2009 (See Benefit Code Key) iii Over PREVAILING Time Holiday Note Classification WAGE Code Code Code OM ASBESTOS ABATEMENT WORKERS JOURNEY LEVEL $38.12 1H 5D BOILERMAKERS JOURNEY LEVEL $33.32 1 ill BRICK AND MARBLE MASONS JOURNEY LEVEL $45.05 1M 5A CABINET MAKERS(IN SHOP) 1111 JOURNEY LEVEL $16.67 1 CARPENTERS ACOUSTICAL WORKER $46.32 1M 5D BRIDGE,DOCK AND WARF CARPENTERS $46.16 1M 5D ma CARPENTER $46.16 1M 5D CREOSOTED MATERIAL $46.26 1m 5D DRYWALL APPLICATOR $46.42 1m 5D IN FLOOR FINISHER $46.16 1M 5D FLOOR LAYER $46.16 1M 5D FLOOR SANDER $46.16 1M 5D MILLWRIGHT AND MACHINE ERECTORS $47.16 1M 5D illo PILEDRIVERS,DRIVING,PULLING,PLACING COLLARS AND WELDING $46.36 1M 5D SAWFILER $46.16 1M 5D SHINGLER $46.16 1M 5D Ir STATIONARY POWER SAW OPERATOR $46.16 1M 5D STATIONARY WOODWORKING TOOLS $46.16 1M 5D CEMENT MASONS iir JOURNEY LEVEL $46.81 1M 5D DIVERS&TENDERS DIVER $96.81 1M 5D 8A DIVER ON STANDBY $54.19 1M 5D • DIVER TENDER $49.84 1M 5D DREDGE WORKERS ASSISTANT ENGINEER $47.09 1T 5D 8L ill ASSISTANT MATE(DECKHAND) $46.58 iT 5D 8L BOATMEN $47.09 1T 5D 8L ENGINEER WELDER $47.14 1T 5D 8L hi LEVERMAN,HYDRAULIC $48,71 1T 5D 8L MAINTENANCE $46.58 1T 5D 8L MATES $47.09 1T 5D 8L OILER $46.71 1T 5D 8L 6 DRYWALL TAPERS JOURNEY LEVEL $46.34 1E 5P ELECTRICAL FIXTURE MAINTENANCE WORKERS g JOURNEY LEVEL $18.69 1 �r Page 1 KING COUNTY EFFECTIVE 03-04-2009 (See Benefit Code Key) Over PREVAILING Time Holiday Note Classification WAGE Code Code Code ELECTRICIANS-INSIDE CABLE SPLICER $58.34 1E 5A CABLE SPLICER(TUNNEL) $62.86 1E 5A CERTIFIED WELDER $56.29 1E 5A CERTIFIED WELDER(TUNNEL) $60.60 1E 5A CONSTRUCTION STOCK PERSON $28.83 1E 5A JOURNEY LEVEL $54.25 1E 5A JOURNEY LEVEL(TUNNEL) $58.34 1E 5A ELECTRICIANS-MOTOR SHOP CRAFTSMAN $15.37 2A 6C JOURNEY LEVEL $14.69 2A 6C ELECTRICIANS-POWERLINE CONSTRUCTION CABLE SPLICER $58.36 4A 5A CERTIFIED LINE WELDER $53.30 4A 5A GROUNDPERSON $38.14 4A 5A HEAD GROUNDPERSON $40.25 4A 5A HEAVY LINE EQUIPMENT OPERATOR $53.30 4A 5A 3 JACKHAMMER OPERATOR $40.25 4A 5A JOURNEY LEVEL LINEPERSON $53.30 4A 5A LINE EQUIPMENT OPERATOR $45.14 4A 5A POLE SPRAYER $53.30 4A 5A POWDERPERSON $40.25 4A 5A ELECTRONIC TECHNICIANS ELECTRONIC TECHNICIANS JOURNEY LEVEL $31.00 1 ELEVATOR CONSTRUCTORS MECHANIC $64.81 4A 6Q MECHANIC IN CHARGE $70.60 4A 6Q FABRICATED PRECAST CONCRETE PRODUCTS ALL CLASSIFICATIONS $13.60 2K 5B FENCE ERECTORS FENCE ERECTOR $18.71 13 FENCE LABORER $12.77 1 FLAGGERS JOURNEY LEVEL $32.47 1H 5D GLAZIERS JOURNEY LEVEL $45.25 1Y 5G HEAT&FROST INSULATORS AND ASBESTOS WORKERS MECHANIC $48.28 1S 5J i'. HEATING EQUIPMENT MECHANICS MECHANIC $33.65 1 HOD CARRIERS&MASON TENDERS i,- JOURNEY LEVEL $39.31 1H 5D INDUSTRIAL ENGINE AND MACHINE MECHANICS MECHANIC $15.65 1 INDUSTRIAL POWER VACUUM CLEANER JOURNEY LEVEL $9.24 1 INLAND BOATMEN CAPTAIN $48.39 1K 5B COOK $45.36 1K 5B DECKHAND $45.36 1K 5B ENGINEER/DECKHAND $46.25 1K 5B MATE, LAUNCH OPERATOR $47.35 1K 5B Page 2 L KING COUNTY EFFECTIVE 03-04-2009 ********************************************************************************************************** L (See Benefit Code Key) Over PREVAILING Time Holiday Note Classification WAGE Code Code Code INSPECTION/CLEANING/SEALING OF SEWER&WATER SYSTEMS BY • REMOTE CONTROL CLEANER OPERATOR,FOAMER OPERATOR $31.49 1 L GROUT TRUCK OPERATOR $11.48 1 HEAD OPERATOR $24.91 1 TECHNICIAN $19.33 1 TV TRUCK OPERATOR $20.45 1 INSULATION APPLICATORS JOURNEY LEVEL $46.16 1M 5D IRONWORKERS JOURNEY LEVEL $51.01 10 5A LABORERS ASPHALT RAKER $39.31 1H 5D ill BALLAST REGULATOR MACHINE $38.12 1H 5D BATCH WEIGHMAN $32,47 1H 5D BRUSH CUTTER $38.12 1H 5D BRUSH HOG FEEDER $38.12 1H 5D BURNERS $38.12 1H 5D CARPENTER TENDER $38.12 1H 5D CASSION WORKER $39.31 1H 5D CEMENT DUMPER/PAVING $38.83 1H 5D CEMENT FINISHER TENDER $38.12 1H 5D CHANGE-HOUSE MAN OR DRY SHACKMAN $38.12 1H 5D CHIPPING GUN(OVER 30 LBS) $38.83 1 H 5D CHIPPING GUN(UNDER 30 LBS) $38.12 1H 5D CHOKER SETTER $38.12 1H 5D CHUCK TENDER $38.12 1H 5D CLEAN-UP LABORER $38.12 1H 5D CONCRETE DUMPER/CHUTE OPERATOR $38.83 1H 5D CONCRETE FORM STRIPPER $38.12 1H 5D CONCRETE SAW OPERATOR $38.83 1H 5D CRUSHER FEEDER $32.47 1H 5D CURING LABORER $38.12 1H 5D DEMOLITION,WRECKING&MOVING(INCLUDING CHARRED MATERIALS) $38.12 1H 5D DITCH DIGGER $38.12 1H 5D DIVER $39.31 1H 5D DRILL OPERATOR(HYDRAULIC,DIAMOND) $38.83 1H 5D DRILL OPERATOR,AIRTRAC $39.31 1H 5D DUMPMAN $38.12 1H 5D EPDXY TECHNICIAN $38.12 1H 5D EROSION CONTROL WORKER $38.12 1H 5D FALLER/BUCKER,CHAIN SAW $38.83 1H 5D FINAL DETAIL CLEANUP(i.e.,dusting,vacuuming,window cleaning;NOT $29.65 1H 5D construction debris cleanup) FINE GRADERS $38.12 1H 5D hi FIRE WATCH $32.47 1H 5D FORM SETTER $38.12 1H 5D GABION BASKET BUILDER $38.12 1H 5D GENERAL LABORER $38.12 1H 5D GRADE CHECKER&TRANSIT PERSON $39.31 1H 5D GRINDERS $38.12 1H 5D GROUT MACHINE TENDER $38.12 1H 5D Page 3 KING COUNTY EFFECTIVE 03-04-2009 (See Benefit Code Key) Over PREVAILING Time Holiday Note Classification WAGE Code Code Code GUARDRAIL ERECTOR $38.12 1H 5D HAZARDOUS WASTE WORKER LEVEL A $39.31 1H 5D HAZARDOUS WASTE WORKER LEVEL B $38.83 1H 5D HAZARDOUS WASTE WORKER LEVEL C $38.12 1H 5D HIGH SCALER $39.31 1H 5D HOD CARRIER/MORTARMAN $39.31 1H 5D JACKHAMMER $38.83 1H 5D LASER BEAM OPERATOR $38.83 1H 5D MANHOLE BUILDER-MUDMAN $38.83 1H 5D MATERIAL YARDMAN $38.12 1H • 5D 3 MINER $39.31 1H 5D NOZZLEMAN,CONCRETE PUMP,GREEN CUTTER WHEN USING HIGH $38.83 1H 5D PRESSURE AIR&WATER ON CONCRETE&ROCK,SANDBLAST,GUNITE, SHOTCRETE,WATER BLASTER PAVEMENT BREAKER $38.83 1H 5D PILOT CAR $32.47 1H 5D PIPE POT TENDER $38.83 1H 5D PIPE RELINER(NOT INSERT TYPE) $38.83 1H 5D PIPELAYER&CAULKER $38.83 1H 5D PIPELAYER&CAULKER(LEAD) $39.31 1H 5D PIPEWRAPPER $38.83 1H 5D POT TENDER $38.12 1H 5D POWDERMAN $39.31 1H 5D POWDERMAN HELPER $38.12 1H 5D POWERJACKS $38.83 1H 5D RAILROAD SPIKE PULLER(POWER) $38.83 1H 5D RE-TIMBERMAN $39.31 1H 5D RIPRAP MAN $38.12 1H 5D RODDER $38.83 1H 5D SCAFFOLD ERECTOR $38.12 1H 5D SCALE PERSON $38.12 1H 5D SIGNALMAN $38.12 1H 5D SLOPER(OVER 20") $38.83 1H 5D SLOPER SPRAYMAN $38.12 1H 5D SPREADER(CLARY POWER OR SIMILAR TYPES) $38.83 1H 5D SPREADER(CONCRETE) $38.83 1H 5D STAKE HOPPER $38.12 1H 5D STOCKPILER $38.12 1H 5D 3 TAMPER&SIMILAR ELECTRIC,AIR&GAS $38.83 1H 5D TAMPER(MULTIPLE&SELF PROPELLED) $38.83 1H 5D TOOLROOM MAN(AT JOB SITE) $38.12 1H 5D TOPPER-TAILER $38.12 1H 5D3 TRACK LABORER $38.12 1H 5D TRACK LINER(POWER) $38.83 1H 5D TRUCK SPOTTER $38.12 1H 5D TUGGER OPERATOR $38.83 1H 5D VIBRATING SCREED(AIR,GAS,OR ELECTRIC) $38.12 1H 5D VIBRATOR $38.83 1H 5D VINYL SEAMER $38.12 1H 5D WELDER $38.12 1H 5D WELL-POINT LABORER $38.83 1H 5D 3 Page 4 L KING COUNTY EFFECTIVE 03-04-2009 L (See Benefit Code Key) Over PREVAILING Time Holiday Note iii Classification WAGE Code Code Code LABORERS-UNDERGROUND SEWER&WATER GENERAL LABORER $38.12 1H 5D PIPE LAYER $38.83 1H 5D LANDSCAPE CONSTRUCTION IRRIGATION OR LAWN SPRINKLER INSTALLERS $13.56 1 LANDSCAPE EQUIPMENT OPERATORS OR TRUCK DRIVERS $28.17 1 LANDSCAPING OR PLANTING LABORERS $17.87 1 LATHERS JOURNEY LEVEL $46.42 1M 5D METAL FABRICATION(IN SHOP) FITTER $15.86 1 LABORER $9.78 1 MACHINE OPERATOR $13.04 1 PAINTER $11.10 1 WELDER $15.48 1 MODULAR BUILDINGS CABINET ASSEMBLY $11.56 1 ELECTRICIAN $11.56 1 EQUIPMENT MAINTENANCE $11.56 1 PLUMBER $11.56 1 PRODUCTION WORKER $9.40 1 TOOL MAINTENANCE $11.56 1 UTILITY PERSON $11.56 1 WELDER $11.56 1 PAINTERS JOURNEY LEVEL $34.87 2B 6Z PLASTERERS JOURNEY LEVEL $44.83 1R 5B PLAYGROUND&PARK EQUIPMENT INSTALLERS JOURNEY LEVEL $8.55 1 PLUMBERS&PIPEFITTERS JOURNEY LEVEL $62.19 1G 5A POWER EQUIPMENT OPERATORS ASSISTANT ENGINEERS $44.64 1T 5D 8P BACKHOE, EXCAVATOR SHOVEL,OVER 50 METRIC TONS TO 90 METRIC $48.46 1T 5D 8P TONS BACKHOE, EXCAVATOR SHOVEL,OVER 90 METRIC TONS $49.03 1T 5D 8P BACKHOE, EXCAVATOR,SHOVEL,OVER 30 METRIC TONS TO 50 $47.91 1T 5D 8P METRIC TONS BACKHOE, EXCAVATOR,SHOVEL,TRACTORS UNDER 15 METRIC TONS $47.00 1T 5D 8P BACKHOE, EXCAVATOR,SHOVEL,TRACTORS:15 TO 30 METRIC TONS $47.42 1T 5D 8P ii BARRIER MACHINE(ZIPPER) $47,42 1T 5D 8P BATCH PLANT OPERATOR,CONCRETE $47.42 1T 5D 8P BELT LOADERS(ELEVATING TYPE) $47.00 1T 5D 8P BOBCAT(SKID STEER) $44.64 1T 5D 8P BROKK-REMOTE DEMOLITION EQUIPMENT $44.64 1T 5D 8P BROOMS $44.64 1T 5D 8P BUMP CUTTER $47.42 1T 5D 8P CABLEWAYS $47.91 1T 5D 8P CHIPPER $47.42 1T 5D 8P COMPRESSORS $44.64 1T 5D 8P CONCRETE FINISH MACHINE-LASER SCREED $44.64 1T 5D 8P ii'l Page 5 KING COUNTY EFFECTIVE 03-04-2009 (See Benefit Code Key) Over PREVAILING Time Holiday Note Classification WAGE Code Code Code CONCRETE PUMPS $47.00 1T 5D 8P CONCRETE PUMP-TRUCK MOUNT WITH BOOM ATTACHMENT $47.42 1T 5D 8P CONVEYORS $47.00 1T 5D 8P : CRANE,FRICTION 100 TONS THROUGH 199 TONS $49.03 1T 5D 8P CRANE,FRICTION OVER 200 TONS $49.59 1T 5D 8P CRANES, THRU 19 TONS,WITH ATTACHMENTS $47.00 1T 5D 8P CRANES, 20-44 TONS,WITH ATTACHMENTS $47.42 1T 5D 8P CRANES, 45 TONS-99 TONS, UNDER 150 FT OF BOOM(INCLUDING JIB $47.91 1T 5D 8P WITH ATACHMENTS) CRANES, 100 TONS-199 TONS,OR 150 FT OF BOOM(INCLUDING JIB $48.46 1T 5D 8P WITH ATTACHMENTS) CRANES,200 TONS TO 300 TONS,OR 250 FT OF BOOM(INCLUDING JIB $49.03 1T 5D 8P WITH ATTACHMENTS) CRANES,A-FRAME, 10 TON AND UNDER $44.64 1T 5D 8P CRANES,A-FRAME,OVER 10 TON $47.00 1T 5D 8P CRANES,OVER 300 TONS,OR 300'OF BOOM INCLUDING JIB WITH $49.59 1T 5D 8P ATTACHMENTS CRANES,OVERHEAD, BRIDGE TYPE(20-44 TONS) $47.42 1T 5D 8P CRANES,OVERHEAD,BRIDGE TYPE(45-99 TONS) $47.91 1T 5D 8P CRANES,OVERHEAD, BRIDGE TYPE(100 TONS&OVER) $48.46 1T 5D 8P CRANES,TOWER CRANE UP TO 175'IN HEIGHT,BASE TO BOOM $48.46 1T 5D 8P CRANES,TOWER CRANE OVER 175'IN HEIGHT,BASE TO BOOM $49.03 1T 5D 8P CRUSHERS $47.42 1T 5D 8P DECK ENGINEER/DECK WINCHES(POWER) $47.42 1T 5D 8P DERRICK, BUILDING $47.91 1T 5D 8P DOZERS,D-9&UNDER $47.00 1T 5D 8P DRILL OILERS-AUGER TYPE,TRUCK OR CRANE MOUNT $47.00 1T 5D 8P DRILLING MACHINE $47.42 1T 5D 8P ELEVATOR AND MANLIFT,PERMANENT AND SHAFT-TYPE $44.64 1T 5D 8P EQUIPMENT SERVICE ENGINEER(OILER) $47.00 1T 5D 8P FINISHING MACHINE/BIDWELL GAMACO AND SIMILAR EQUIP $47.42 1T 5D 8P FORK LIFTS,(3000 LBS AND OVER) $47.00 1T 5D 8P FORK LIFTS,(UNDER 3000 LBS) $44.64 1T 5D 8P GRADE ENGINEER $47.00 1T 5D 8P GRADECHECKER AND STAKEMAN $44.64 1T 5D 8P GUARDRAIL PUNCH $47.42 1T 5D 8P HOISTS,OUTSIDE(ELEVATORS AND MANLIFTS),AIR TUGGERS $47.00 1T 5D 8P HORIZONTAUDIRECTIONAL DRILL LOCATOR $47.00 1T 5D 8P HORIZONTAL/DIRECTIONAL DRILL OPERATOR $47.42 1T 5D 8P 3 HYDRALIFTS/BOOM TRUCKS(10 TON&UNDER) $44.64 1T 5D 8P HYDRALIFTS/BOOM TRUCKS(OVER 10 TON) $47.00 1T 5D 8P LOADERS,OVERHEAD(6 YD UP TO 8 YD) $47.91 1T 5D 8P :.] LOADERS,OVERHEAD(8 YD&OVER) $48.46 1T 5D 8P LOADERS,OVERHEAD(UNDER 6 YD),PLANT FEED $47.42 1T 5D 8P LOCOMOTIVES,ALL $47.42 1T 5D 8P MECHANICS,ALL $48.46 1T 5D 8P MIXERS,ASPHALT PLANT $47.42 1T 5D 8P MOTOR PATROL GRADER(FINISHING) $47.91 1T 5D 8P MOTOR PATROL GRADER(NON-FINISHING) $47.00 1T 5D 8P MUCKING MACHINE, MOLE,TUNNEL DRILL AND/OR SHIELD $47.91 1T 5D 8P OIL DISTRIBUTORS,BLOWER DISTRIBUTION AND MULCH SEEDING $44.64 1T 5D 8P OPERATOR PAVEMENT BREAKER $44.64 1T 5D 8P Page 6 L KING COUNTY EFFECTIVE 03-04-2009 L (See Benefit Code Key) Over PREVAILING Time Holiday Note Classification WAGE Code Code Code PILEDRIVER(OTHER THAN CRANE MOUNT) $47.42 1T 5D 8P PLANT OILER(ASPHALT,CRUSHER) $47.00 1T 5D 8P POSTHOLE DIGGER,MECHANICAL $44.64 1T 5D 8P POWER PLANT $44.64 1T 5D 8P PUMPS,WATER $44.64 1T 5D 8P QUAD 9, D-10,AND HD-41 $47.91 1T 5D 8P QUICK TOWER-NO CAB,UNDER 100 FEET IN HEIGHT BASED TO BOOM $44.64 1T 5D 8P REMOTE CONTROL OPERATOR ON RUBBER TIRED EARTH MOVING $47.91 1T 5D 8P EQUIP RIGGER AND BELLMAN $44.64 1T 5D 8P ROLLAGON $47.91 1T 5D 8P ROLLER,OTHER THAN PLANT ROAD MIX $44.64 1T 5D 8P ROLLERS,PLANTMIX OR MULTILIFT MATERIALS $47.00 1T 5D 8P ROTO-MILL,ROTO-GRINDER $47.42 1T 5D 8P SAWS,CONCRETE $47.00 1T 5D 8P SCRAPERS-SELF PROPELLED,HARD TAIL END DUMP,ARTICULATING $47.91 1T 5D 8P OFF-ROAD EQUIPMENT(45 YD AND OVER) SCRAPERS,CONCRETE AND CARRY ALL $47.00 1T 5D 8P SCREED MAN $47.91 1T 5D 8P SHOTCRETE GUNITE $44.64 1T 5D 8P SLIPFORM PAVERS $47.91 1T 5D 8P SPREADER,TOPSIDER&SCREEDMAN $47.91 1T 5D 8P SUBGRADE TRIMMER $47.42 1T 5D 8P TOWER BUCKET ELEVATORS $47.00 1T 5D 8P TRACTORS,(75 HP&UNDER) $47.00 1T 5D 8P TRACTORS,(OVER 75 HP) $47.42 1T 5D 8P TRANSFER MATERIAL SERVICE MACHINE $47.42 1T 5D 8P TRANSPORTERS,ALL TRACK OR TRUCK TYPE $47.91 1T 5D 8P TRENCHING MACHINES $47.00 1T 5D 8P TRUCK CRANE OILER/DRIVER(UNDER 100 TON) $47.00 1T 5D 8P TRUCK CRANE OILER/DRIVER(100 TON&OVER) $47.42 1T 5D 8P Li, TRUCK MOUNT PORTABLE CONVEYER $47.42 1T 5D 8P WHEEL TRACTORS,FARMALL TYPE $44.64 1T 5D 8P YO YO PAY DOZER $47.42 1T 5D 8P POWER EQUIPMENT OPERATORS-UNDERGROUND SEWER&WATER (SEE POWER EQUIPMENT OPERATORS) . POWER LINE CLEARANCE TREE TRIMMERS LJOURNEY LEVEL IN CHARGE $39.29 4A 5A SPRAY PERSON $37.21 4A 5A TREE EQUIPMENT OPERATOR $37.81 4A 5A TREE TRIMMER $35.18 4A 5A TREE TRIMMER GROUNDPERSON $26.55 4A 5A ' REFRIGERATION&AIR CONDITIONING MECHANICS MECHANIC $60.56 1G 5A RESIDENTIAL BRICK&MARBLE MASONS JOURNEY LEVEL $27.05 1 RESIDENTIAL CARPENTERS JOURNEY LEVEL $23.47 1 RESIDENTIAL CEMENT MASONS JOURNEY LEVEL $22.64 1 RESIDENTIAL DRYWALL TAPERS JOURNEY LEVEL $46.34 1E 5P Page 7 KING COUNTY EFFECTIVE 03-04-2009 (See Benefit Code Key) Over PREVAILING Time Holiday Note Classification WAGE Code Code Code RESIDENTIAL ELECTRICIANS JOURNEY LEVEL $26.24 1 RESIDENTIAL GLAZIERS JOURNEY LEVEL $33.29 1H 5G RESIDENTIAL INSULATION APPLICATORS JOURNEY LEVEL $17.60 1 RESIDENTIAL LABORERS JOURNEY LEVEL $18.12 1 RESIDENTIAL PAINTERS JOURNEY LEVEL $18.36 1 RESIDENTIAL PLUMBERS&PIPEFITTERS JOURNEY LEVEL $22.95 1 RESIDENTIAL REFRIGERATION&AIR CONDITIONING MECHANICS JOURNEY LEVEL $60.56 1G 5A RESIDENTIAL SHEET METAL WORKERS JOURNEY LEVEL(FIELD OR SHOP) $19.48 1 RESIDENTIAL SOFT FLOOR LAYERS JOURNEY LEVEL $38.18 1B 5A RESIDENTIAL SPRINKLER FITTERS(FIRE PROTECTION) JOURNEY LEVEL $32.56 2R 5C RESIDENTIAL TERRAZZO/TILE FINISHERS JOURNEY LEVEL $26.30 1 RESIDENTIAL TERRAZZO/TILE SETTERS JOURNEY LEVEL $43.61 1M 5A ROOFERS JOURNEY LEVEL $38.28 1R 5A USING IRRITABLE BITUMINOUS MATERIALS $41.28 1R 5A SHEET METAL WORKERS JOURNEY LEVEL(FIELD OR SHOP) $55.27 1E 6L SHIPBUILDING&SHIP REPAIR BOILERMAKER $32.56 1H 6W CARPENTER $32.19 1B 6X ELECTRICIAN $31.87 1B 6X HEAT&FROST INSULATOR $48.28 1S 5J LABORER $30.70 1B 6X MACHINIST $31.70 1B 6X OPERATOR $34.13 1B 6X PAINTER $31.74 1B 6X PIPEFITTER $31.77 1B 6X RIGGER $30.17 1B 6X SANDBLASTER $29.24 1B 6X SHEET METAL $31.77 13 6X SHIPFITTER $30.32 1B 6X TRUCKER $31.60 1B 6X WAREHOUSE $31.66 1B 6X WELDER/BURNER $30.32 1B 6X SIGN MAKERS &INSTALLERS(ELECTRICAL) SIGN INSTALLER $22.92 1 SIGN MAKER $21.36 1 SIGN MAKERS&INSTALLERS(NON-ELECTRICAL) SIGN INSTALLER $27.28 1 SIGN MAKER $33.25 1 Page 8 L KING COUNTY EFFECTIVE 03-04-2009 ********************************************************************************************************** (See Benefit Code Key) Over PREVAILING Time Holiday Note Classification WAGE Code Code Code ii SOFT FLOOR LAYERS JOURNEY LEVEL $38.18 1B 5A SOLAR CONTROLS FOR WINDOWS JOURNEY LEVEL $12.44 1 5S SPRINKLER FITTERS(FIRE PROTECTION) JOURNEY LEVEL $59.74 1X 5C STAGE RIGGING MECHANICS(NON STRUCTURAL) JOURNEY LEVEL $13.23 1 SURVEYORS CHAIN PERSON $9.35 1 INSTRUMENT PERSON $11.40 1 PARTY CHIEF $13.40 1 TELECOMMUNICATION TECHNICIANS TELECOMMUNICATION TECHNICIANS JOURNEY LEVEL $22.76 1 TELEPHONE UNE CONSTRUCTION-OUTSIDE CABLE SPLICER $31.46 2B 5A HOLE DIGGER/GROUND PERSON $17.58 2B 5A INSTALLER(REPAIRER) $30.17 2B 5A JOURNEY LEVEL TELEPHONE LINEPERSON $29.26 2B 5A SPECIAL APPARATUS INSTALLER I $31.46 2B 5A SPECIAL APPARATUS INSTALLER II $30.82 2B 5A TELEPHONE EQUIPMENT OPERATOR(HEAVY) $31.46 2B 5A TELEPHONE EQUIPMENT OPERATOR(LIGHT) $29.26 2B 5A TELEVISION GROUND PERSON $16.67 2B 5A TELEVISION LINEPERSON/INSTALLER $22.19 2B 5A TELEVISION SYSTEM TECHNICIAN $26.42 2B 5A TELEVISION TECHNICIAN $23.76 2B 5A TREE TRIMMER $29.26 2B 5A TERRAZZO WORKERS&TILE SETTERS JOURNEY LEVEL $43.61 1M 5A TILE, MARBLE&TERRAZZO FINISHERS FINISHER $37.44 1B 5A TRAFFIC CONTROL STRIPERS JOURNEY LEVEL $37.90 1K 5A TRUCK DRIVERS ASPHALT MIX(TO 16 YARDS) $43.45 1T 5D 8L ASPHALT MIX(OVER 16 YARDS) $44.25 1T 5D 8L DUMP TRUCK $43.45 1T 5D 8L DUMP TRUCK&TRAILER $44.25 1T 5D 8L OTHER TRUCKS $44.25 1T 5D 8L LTRANSIT MIXER $23.45 1 WELL DRILLERS&IRRIGATION PUMP INSTALLERS IRRIGATION PUMP INSTALLER $17.71 1 OILER $12.97 1 WELL DRILLER $18.00 1 i Page 9 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. it 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. lit Any firm with questions regarding the policy, WSDOT's Predetermined List, or for determinations of covered and non-covered workers shall be directed to State L&I at (360)902-5330. L fr} L Supplemental to Wage Rates 1 L ( L I 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 3 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. 3 ITEM DESCRIPTION YES NO 1. Metal rectangular frames, solid metal covers, herringbone grates, and bi-directional vaned grates for Catch Basin 1Types 1, IL, 1P, and 2 and Concrete Inlets. See Std. Plans X 2. Metal circular frames (rings)and covers, circular grates, and prefabricated ladders for Manhole Types 1, 2, and 3, X i ¢- 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. 1X 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. . 3',j'',,,, 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. ., 2 it:, Supplemental to Wage Rates 2 ii 12, err WS DOT's Predetermined List for Suppliers - Manufactures -Fabricator Sir sir ITEM DESCRIPTION YES NO 8. Anchor Bolts& Nuts-Anchor Bolts and Nuts, for mounting sign structures, luminaries and other items, shall be NI made from commercial bolt stock. X See Contract Plans and Std. Plans for size and material type. le 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). IN 10. Major Structural Steel Fabrication - Fabrication of major steel items such as trusses, beams, girders, etc., for bridges. j X to 11. Minor Structural Steel Fabrication - Fabrication of minor steel j 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 irr boring of holes. See Contact Plans for item description and shop drawings. 1 12lis . 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). fili13. 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 iir 14. Precast Manhole Types 1, 2, and 3 with cones, adjustment X sections and flat top slabs. See Std. Plans. Mr 15. Precast Drywell Types 1, 2, and with cones and adjustment Sections. X See Std. Plans. IN 16. Precast Catch Basin- Catch Basin type 1, 'IL, 1 P, and 2 With adjustment sections. See Std. Plans. X i Is imp Supplemental to Wage Rates 3 r I. rr 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. e,, See Std. Plans. X 19. Precast Grate Inlet Type 2 with extension and top units. See Std. Plans X 20. Metal frames, vaned grates, and hoods for Combination Inlets. See Std. Plans X el21. 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 requirements. Shop drawings are to be provided for approval X 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. P: 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 be 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. X Fabrication plant has annual approval for methods and materials to be used I I Supplemental to Wage Rates 4 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 los 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 1s' methods and materials to be used. Shop Drawing to be provided for approval prior to casting girders. X 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. sit r�r Supplemental to Wage Rates 5 ifs $rr I 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. di 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 approval are required prior to fabrication. X 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 Plans. Shop drawings for approval are to be provided prior to X , fabrication 38. Light Standard-Prestressed-Spun, prestressed, hollow concrete poles. X 39. Light Standards Lighting Standards for use on highway 1 ,, 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 rr 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 IMO Message 43. Cutting & bending reinforcing steel X 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 frrr 48. Electrical wiring/components X 49. treated or untreated timber pile X ale 50. Girder pads (elastomeric bearing) X 51. Standard Dimension lumber X ire 52. Irrigation components X it ire Ty Ns Supplemental to Wage Rates 7 fir WSDOT's Predetermined List for Suppliers -Manufactures -Fabricator ITEM DESCRIPTION YES NO 53. Fencing materials X 54. Guide Posts X 55. Traffic Buttons I X 56. Epoxy X 57. Cribbing X 58. Water distribution materials X I 59. Steel "H" piles Ij 60. Steel pipe for concrete pile casings X 61. Steel pile tips, standard X 62. Steel pile tips, custom i X Supplemental to Wage Rates 8 State of Washington Yftn 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. METAL FABRICATION (IN SHOP) EFFECTIVE 03/04/2009 (See Benefit Code Key) big Prevailing Overtime Holiday Classification Code Wage Code Code Counties Covered: ADAMS,ASOTIN,COLUMBIA,DOUGLAS,FERRY,FRANKLIN,GARFIELD,KITTITAS LINCOLN,OKANOGAN,PEND ORIELLE,STEVENS,WALLA WALLA AND WHITMAN FITTER/WELDER $12.76 1 Ir* LABORER $8.55 1 MACHINE OPERATOR $12.66 1 PAINTER $10.20 1 Counties Covered: BENTON MACHINE OPERATOR $10.53 1 PAINTER $9.76 1 WELDER $16.70 1 1 lis Counties Covered: CHELAN FITTER $15.04 1 LABORER $9.54 1 MACHINE OPERATOR $9.71 1 PAINTER $9.93 1 WELDER $12.24 1 lir Counties Covered: CLALLAM,GRAYS HARBOR,ISLAND,JEFFERSON,LEWIS,MASON,PACIFIC SAN JUAN AND SKAGIT ilu FITTER/WELDER $15.16 1 LABORER $11.13 1 MACHINE OPERATOR $10.66 1 PAINTER $11.41 1 UI Iris gro Supplemental to Wage Rates 9 irs tor METAL FABRICATION (IN SHOP) EFFECTIVE 03/04/2009 (See Benefit Code Key) Classification Code Prevailing Overtime Holiday Wage Code Code Counties Covered: CLARK FITTER $27.49 1E 6H LABORER $19.21 1E 6H MACHINE OPERATOR $28.77 1E 6H PAINTER $25.31 1E 6H WELDER $26.89 1E 6H LAYEROUT $28.77 1E 6H Counties Covered: COWLITZ MACHINE OPERATOR $24.65 1B 6V FITTER $24.65 1B 6V WELDER $24.65 1B 6V Counties Covered: GRANT FITTER/WELDER $10.79 1 .!': PAINTER $8.55 1 Counties Covered: KING FITTER $15.86 1 LABORER $9.78 1 MACHINE OPERATOR $13.04 1 PAINTER $11.10 1 WELDER 15.48 Counties Covered: KITSAP FITTER $26.96 1 LABORER $8.55 1 MACHINE OPERATOR $13.83 1 WELDER $13.83 1 I Supplemental to Wage Rates 10 ire METAL FABRICATION (IN SHOP) EFFECTIVE 03/04/2009 tris (See Benefit Code Key) Classification Code Prevailing Overtime Holiday Wage Code Code Counties Covered: KLICKITAT,SKAMANIA,WAHKIAKUM FITTER/WELDER $16.99 1 SII LABORER $10.44 1 MACHINE OPERATOR $17.21 1 PAINTER $17.03 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 $8.55 1 MACHINE OPERATOR $13.26 1 PAINTER $10.27 1 WELDER $10.80 1 r as Supplemental to Wage Rates 11 �Yr METAL FABRICATION (IN SHOP) EFFECTIVE 03/04/2009 (See Benefit Code Key) Classification Code Prevailing Overtime Holiday Wage Code Code Counties Covered: THURSTON FITTER $26.24 1A 6T LABORER $16.42 1A 6T MACHINE OPERATOR $20.23 1A 6T LAYEROUT $28.56 1A 6T WELDER $23.97 1A 6T Counties Covered: WHATCOM FITTER/WELDER $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 i FABRICATED PRECAST CONCRETE PRODUCTS EFFECTIVE 03/04/2009 (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 ALL CLASSIFICATIONS $9.96 1 Counties Covered: CHELAN,KITTITAS,KLICKITAT AND SKAMANIA ALL CLASSIFICATIONS 8.61 1 Counties Covered: CLALLAM,CLARK,COWLITZ,GRAYS HARBOR,ISLAND,JEFFERSON,KITSAP,LEWIS,MASON, PACIFIC,SAN JUAN,SKAGIT,SNOHOMISH,THURSTON AND WAHKIAKUM ALL CLASSIFICATIONS $13.50 1 Counties Covered: FRANKLIN ALL CLASSIFICATIONS $11.50 1 Counties Covered: KING ALL CLASSIFICATIONS $13.60 2K 5B Counties Covered: PIERCE eit ALL CLASSIFICATIONS $9.28 1 Counties Covered: SPOKANE Imo ALL CLASSIFICATIONS $20.23 1 Counties Covered: ale WHATCOM ALL CLASSIFICATIONS $13.67 1 Counties Covered: • YAKIMA CRAFTSMAN $8.72 1 LABORER $8.55 1 is Supplemental to Wage Rates 13 lir 111, 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 • Power 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) "I ij'Ill','-'' 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. Supplemental to Wage Rates 14 a a rr 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. ( fliir (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. it (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. Or Supplemental to Wage Rates 15 it Yr (3)All travel time that relates to the work covered under subsection (2) of this section3 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, § 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 BENEFIT CODE KEY-EFFECTIVE 03-04-2009 ************************************************************************************************************************ 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. ALL HOURS WORKED IN EXCESS OF EIGHT(8)HOURS PER DAY OR FORTY (40) HOURS PER WEEK SHALL BE PAID AT ONE yy AND ONE-HALF TIMES THE HOURLY RATE OF WAGE. A. ALL HOURS WORKED ON SATURDAYS, SUNDAYS AND HOLIDAYS SHALL ALSO 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. int 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 WORKED 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) 7tii1 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 !ra 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 BE PAID AT 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. 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. ire BENEFIT CODE KEY-EFFECTIVE 03-04-2009 -2- 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 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.WHEN A FOUR(4)DAY,TEN (10)HOUR WORKWEEK IS ESTABLISHED,ALL HOURS WORKED ON SATURDAYS SHALL BE PAID AT ONE-AND-ONE- HALF TIMES 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. 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. A. THE FIRST SIX (6) HOURS ON SATURDAY SHALL BE PAID AT ONE AND ONE-HALF TIMES THE HOURLY RATE OF WAGE. ALL HOURS WORKED IN EXCESS OF SIX(6)HOURS ON SATURDAY AND ALL HOURS WORKED ON SUNDAYS AND HOLIDAYS SHALL BE PAID AT TWO 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. BENEFIT CODE KEY-EFFECTIVE 03-04-2009 r�r -3- 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. D. ALL HOURS WORKED ON SATURDAYS AND SUNDAYS SHALL BE PAID AT ONE AND ONE-HALF TIMES THE HOURLY RATE OF WAGE. THE FIRST EIGHT (8) HOURS WORKED ON HOLIDAYS SHALL BE PAID AT STRAIGHT TIME IN ADDITION TO THE HOLIDAY PAY. ALL HOURS WORKED IN EXCESS OF EIGHT(8)HOURS ON HOLIDAYS SHALL BE PAID AT ONE AND ONE-HALF TIMES THE HOURLY RATE OF WAGE. a E. ALL HOURS WORKED ON SATURDAYS OR HOLIDAYS(EXCEPT LABOR DAY)SHALL BE PAID AT ONE AND ONE-HALF TIMES THE HOURLY RATE OF WAGE. ALL HOURS WORKED ON SUNDAYS OR ON LABOR DAY 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. 2. I. ALL HOURS WORKED ON SATURDAYS AND HOLIDAYS (EXCEPT LABOR DAY) SHALL BE PAID AT ONE AND ONE- lir HALF TIMES THE HOURLY RATE OF WAGE. ALL HOURS WORKED ON SUNDAYS AND ON LABOR DAY SHALL BE PAID AT TWO TIMES THE HOURLY RATE OF WAGE. J. ALL HOURS WORKED ON SUNDAYS 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 THE HOLIDAY PAY. ALL HOURS WORKED ON UNPAID HOLIDAYS SHALL BE PAID AT TWO 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. L. ALL HOURS WORKED ON SATURDAYS (OR ON THE REGULAR DAY OFF DURING A WORKWEEK OTHER THAN MONDAY THROUGH FRIDAY) AND HOLIDAYS SHALL BE PAID AT ONE AND ONE-HALF TIMES THE HOURLY RATE OF WAGE, EXCEPT LABOR DAY WHICH SHALL BE PAID AT DOUBLE THE HOURLY RATE. ALL HOURS WORKED MONDAY THROUGH SATURDAY OVER TWELVE (12) HOURS AND ALL HOURS WORKED ON SUNDAYS SHALL BE PAID AT DOUBLE THE HOURLY RATE OF WAGE. a M. ALL HOURS WORKED ON SATURDAYS,SUNDAYS AND HOLIDAYS SHALL BE PAID AT DOUBLE THE HOURLY RATE OF WAGE. a 0. ALL HOURS WORKED ON SUNDAYS AND HOLIDAYS SHALL BE PAID AT ONE AND ONE-HALF TIMES THE HOURLY RATE OF WAGE. P. THE FIRST EIGHT(8)HOURS ON SATURDAY SHALL BE PAID AT ONE AND ONE-HALF TIMES THE HOURLY RATE OF WAGE. ALL HOURS WORKED IN EXCESS OF EIGHT 8) HOURS ON SATURDAY AND ALL HOURS WORKED ON SUNDAYS AND HOLIDAYS SHALL BE PAID AT TWO TIMES THE HOURLY RATE OF WAGE. Q. ALL HOURS WORKED ON LABOR DAY SHALL BE PAID AT DOUBLE THE HOURLY RATE OF WAGE. 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. S. 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, EXCEPT THE DAY AFTER THANKSGIVING,THE DAY AFTER CHRISTMAS AND A FLOATING HOLIDAY,WHICH SHALL BE PAID AT THE STRAIGHT TIME RATE IF WORKED,IN ADDITION TO HOLIDAY PAY. I�It • 4A. 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. HOLIDAY CODES a BENEFIT CODE KEY-EFFECTIVE 03-04-2009 -4- 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). E. HOLIDAYS: NEW YEAR'S DAY, PRESIDENTS' DAY, MEMORIAL DAY, INDEPENDENCE DAY, PRESIDENTIAL ELECTION DAY,THANKSGIVING DAY,THE FRIDAY AFTER THANKSGIVING DAY,AND CHRISTMAS DAY(8). F. 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,AND CHRISTMAS DAY(11). G. HOLIDAYS: NEW YEAR'S DAY, MEMORIAL DAY, INDEPENDENCE DAY, LABOR DAY, THANKSGIVING DAY, THE LAST WORK DAY BEFORE CHRISTMAS DAY,AND CHRISTMAS DAY(7). 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, INDEPENDENCE 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). 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). M. HOLIDAYS: NEW YEAR'S DAY, MARTIN LUTHER KING JR. DAY, MEMORIAL DAY, INDEPENDENCE DAY, LABOR DAY,THANKSGIVING DAY,FRIDAY AFTER THANKSGIVING DAY, THE DAY BEFORE CHRISTMAS AND CHRISTMAS DAY(9). 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. Q. PAID HOLIDAYS: NEW YEAR'S DAY, MEMORIAL DAY, INDEPENDENCE DAY, LABOR DAY, THANKSGIVING DAY, AND CHRISTMAS DAY(6). 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). 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). U. PAID HOLIDAYS: NEW YEARS DAY, MARTIN LUTHER KING JR. DAY, PRESIDENTS' DAY, MEMORIAL DAY, INDEPENDENCE DAY,LABOR DAY,THANKSGIVING DAY,AND CHRISTMAS DAY(8). V. PAID HOLIDAYS: SIX(6)PAID HOLIDAYS. 3 W. PAID HOLIDAYS: NINE(9)PAID HOLIDAYS. BENEFIT CODE KEY-EFFECTIVE 03-04-2009 -5- X. HOLIDAYS: AFTER 520 HOURS-NEW YEAR'S DAY,THANKSGIVING DAY AND CHRISTMAS DAY. AFTER 2080 HOURS - NEW YEAR'S DAY, WASHINGTON'S BIRTHDAY, MEMORIAL DAY, INDEPENDENCE DAY, LABOR DAY, THANKSGIVING DAY,CHRISTMAS DAY AND A FLOATING HOLIDAY(8). Y. HOLIDAYS: NEW YEAR'S DAY,MEMORIAL DAY,INDEPENDENCE DAY,LABOR DAY,PRESIDENTIAL ELECTION DAY, THANKSGIVING DAY,THE FRIDAY FOLLOWING THANKSGIVING DAY,AND CHRISTMAS DAY(8). SII 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). B. PAID HOLIDAYS: NEW YEAR'S EVE DAY,NEW YEAR'S DAY,MEMORIAL DAY, INDEPENDENCE DAY, LABOR DAY, THANKSGIVING DAY,THE FRIDAY AFTER THANKSGIVING DAY,CHRISTMAS EVE'S DAY,AND CHRISTMAS DAY(9). C. HOLIDAYS: NEW YEAR'S DAY, PRESIDENTS' DAY, MEMORIAL DAY, INDEPENDENCE DAY, LABOR DAY, THANKSGIVING DAY,THE DAY AFTER THANKSGIVING DAY,THE LAST WORK DAY BEFORE CHRISTMAS DAY,AND CHRISTMAS DAY(9). D. PAID HOLIDAYS: NEW YEAR'S DAY, PRESIDENTS' DAY, MEMORIAL DAY, INDEPENDENCE DAY, LABOR DAY, THANKSGIVING DAY,THE FRIDAY AFTER THANKSGIVING DAY,CHRISTMAS DAY,THE DAY BEFORE OR THE DAY AFTER CHRISTMAS DAY(9). 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). 111111 F. PAID HOLIDAYS: NEW YEAR'S DAY, MARTIN LUTHER KING JR. DAY, PRESIDENTS' DAY, MEMORIAL DAY, INDEPENDENCE DAY,LABOR DAY,VETERANS'DAY,THANKSGIVING DAY,THE DAY AFTER THANKSGIVING DAY, AND CHRISTMAS DAY(11). 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). J. PAID HOLIDAYS: NEW YEAR'S DAY,MEMORIAL DAY,INDEPENDENCE DAY,LABOR DAY,THANKSGIVING DAY, FRIDAY AFTER THANKSGIVING DAY, CHRISTMAS DAY, THE DAY AFTER CHRISTMAS, AND A 1111 FLOATING HOLIDAY(9). L. 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) 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). U. HOLIDAYS: NEW YEAR'S DAY, DAY BEFORE NEW YEAR'S DAY, MEMORIAL DAY, INDEPENDENCE DAY, LABOR DAY, THANKSGIVING DAY, THE FRIDAY AFTER THANKSGIVING DAY, THE DAY BEFORE CHRISTMAS DAY,CHRISTMAS DAY(9). V. PAID HOLIDAYS: NEW YEAR'S DAY, MEMORIAL DAY,INDEPENDENCE DAY,LABOR DAY,THANKSGIVING DAY,DAY AFTER THANKSGIVING DAY,CHRISTMAS EVE DAY, CHRISTMAS DAY, AND ONE DAY OF THE EMPLOYEE'S CHOICE(9). W. PAID HOLIDAYS: NEW YEAR'S DAY,DAY BEFORE NEW YEAR'S DAY,PRESIDENTS DAY,MEMORIAL DAY, INDEPENDENCE DAY, LABOR DAY, THANKSGIVING DAY, DAY AFTER THANKSGIVING DAY, CHRISTMAS DAY,DAY BEFORE OR AFTER CHRISTMAS DAY(10). X. 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,DAY BEFORE OR AFTER CHRISTMAS DAY,EMPLOYEE'S BIRTHDAY(11). BENEFIT CODE KEY-EFFECTIVE 03-04-2009 -6- Y. PAID HOLIDAYS: NEW YEAR'S DAY, PRESIDENTS' DAY, MEMORIAL DAY, INDEPENDENCE DAY, LABOR DAY, THANKSGIVING DAY, FRIDAY AFTER THANKSGIVING DAY, CHRISTMAS DAY, AND A FLOATING HOLIDAY(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. 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 FEETj, 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 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. A o ,, ,. Landscape Construction All work performed under a public works contract must be classified into one or more of the many labor classifications for which prevailing wage rates have been established, so that the appropriate wage can be applied. For the purposes of the Washington state public works law, chapter 39.12 RCW, Landscape Construction involves the beautification of a plot of land by changing its natural features through the addition or modification of lawns, trees, bushes, etc. In order to determine applicable prevailing wage rates for Landscape Construction work on WSDOT projects, the Contractor is advised to review the scope of work as defined in WAC 296-127-01346 and verify the work being preformed by the Contractor's employees is within the defined scope of Landscape Construction and not in another labor classification. The Landscape Construction Scope of Work (WAC 296-127-01346) is very specific in what work may and may not be performed under that craft- and erosion control work shall not be performed under the landscape construction scope of work. Erosion control duties fall under the Laborers Scope of Work (WAC 296-127-01344) with the prevailed labor rates found under, "Laborers/Erosion Control Worker". Employees performing erosion control work are entitled to those prevailed wages. Contractors are responsible for determining the appropriate crafts necessary to perform the contract work. Any doubts or questions regarding the appropriate classifications of labor should be directed to the Washington State Department of Labor and Industries, Prevailing Wage Section. kit r iril Landscape Construction Landscape Construction/Erosion Control Workers - No new determination has been issued by the Washington State Department of Labor and Industries, Prevailing Wage Section, regarding these labor classifications. The Landscape Construction Scope of Work (WAC 296-127-01346) is very specific in what work may and may not be performed under that craft-and erosion control work shall not be performed under the landscape construction scope of work. Erosion control duties fall under the Laborers Scope of Work (WAC 296-127-01344) with the prevailed labor rates found under, "Laborers/Erosion Control Worker". Employees performing erosion control work are entitled to those prevailed wages. z`;,Y A A OW in General Decision Number: WA080001 07/03/2009 WA1 ii Superseded General Decision Number: WA070001 State: Washington 4in Construction Types: Heavy (Heavy and Dredging) and Highway Counties: Washington Statewide. WM HEAVY AND HIGHWAY AND DREDGING CONSTRUCTION PROJECTS (Excludes D.O.E. Hanford Site in Benton and Franklin Counties) ill Modification Publication Date Modification Publication Number Number Date 0 02/08/2008 19 10/31/2008 IN 1 02/15/2008 20 11/21/2008 2 02/22/2008 21 01/02/2009 3 04/04/2008 22 02/06/2009 4 04/25/2008 23 02/27/2009 iii 5 05/09/2008 24 03/06/2009 6 06/06/2008 25 03/20/2009 7 06/13/2008 26 06/5/2009 8 06/20/2008 27 06/12/2009 km 9 06/27/2008 28 06/26/2009 10 07/11/2008 29 07/03/2009 11 07/25/2008 12 08/01/2008 60 13 08/08/2008 14 08/29/2008 15 09/05/2008 16 09/19/2008 OD 17 10/03/2008 18 10/24/2008 CARP0001-008 06/01/2007 ili Carpenters: 0 COLUMBIA RIVER AREA - ADAMS, BENTON, COLUMBIA, DOUGLAS (EAST OF THE 120TH MERIDIAN) , FERRY, FRANKLIN, GRANT, OKANOGAN (EAST OF THE 120TH MERIDIAN) WALLA WALLA and Yakima II COUNTIES Rates Fringes GROUP 1- $ 25.68 9.30 i11 GROUP 2• $ 27.18 9.30 GROUP 3• $ 25.95 9.30 GROUP 4• $ 25.68 9.30 GROUP 5• $ 59.40 9.30 le GROUP 6• $ 28.70 9.30 GROUP 7• $ 29.70 9.30 GROUP 8• $ 26.95 9.30 ims GROUP 9• $ 32.70 9.30 WA080001 Modification 29 1 NO Federal Wage Determination iw 701 SPOKANE AREA: ASOTIN, GARFIELD, LINCOLN, PEND OREILLE, SPOKANE, STEVENS AND WHITMAN COUNTIES GROUP 1• $ 25.01 9.30 GROUP 2• $ 26.51 9.30 GROUP 3• $ 25.27 9.30 GROUP 4• $ 25.01 9.303 GROUP 5• $ 58.04 9.30 GROUP 6• $ 28.02 9.30 GROUP 7• $ 29.02 9.30 GROUP 8• $ 26.27 9.30 GROUP 9• $ 32.02 9.30 CARPENTER & DIVER CLASSIFICATIONS: GROUP 1: Carpenter; Burner-Welder; Rigger and Signaler; Insulators (all types) , Acoustical, Drywall and Metal Studs, Metal Panels and Partitions; Floor Layer, Sander, Finisher and Astro Turf; Layout.Carpenters; Form Builder; Rough Framer; Outside or Inside Finisher, including doors, windows, and jams; Sawfiler; Shingler (wood, composition) Solar, Fiberglass, Aluminum or Metal; Scaffold Erecting and Dismantling; Stationary Saw-Off Bearer; Wire, Wood and Metal Lather Applicator 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, dock and wharf carpenters GROUP 5: Diver Wet I GROUP 6: Diver Tender, Manifold Operator, ROV Operator GROUP 7: Diver Standby, Bell/Vehicle or Submersible Operator, Not Under Pressure. 'diGROUP 8: Assistant Tender, ROV Tender/Technician. GROUP 9: Manifold Operator - Mixed Gas ZONE PAY: il ZONE 1 0-40 MILES FREE ZONE 2 41-65 MILES $2.25/PER HOUR ZONE 3 66-100 MILES $3.25/PER HOUR :1 ZONE 4 OVER 100 MILES $4.75/PER HOUR DISPATCH POINTS: CARPENTERS/MILLWRIGHTS: PASCO (2819 W. SYLVESTER) or Main Post Office of established residence of employee, whichever is closest to the worksite. WA080001 Modification 29 2 Federal Wage Determination it CARPENTERS/PILEDRIVER: SPOKANE (127 E. AUGUSTA AVE.) or Main Post Office of established residence of employee, whichever is closest to the worksite. MO CARPENTERS: WENATCHEE (27 N. CHELAN) or Main Post Office of established residence of employee, whichever is closest to the worksite. lo CARPENTERS: COEUR D' ALENE (1839 N. GOVERNMENT WAY) or Main Post Office of established residence of employee, whichever is closest to the worksite. O CARPENTERS: MOSCOW (302 N. JACKSON) or Main Post Office of established residence of employee, whichever is closest to the worksite. DEPTH PAY FOR DIVERS BELOW WATER SURFACE: io 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 illi PREMIUM PAY FOR DIVING IN ENCLOSURES WITH NO VERTICAL ASCENT: 0-25 FEET Free 26-300 feet $1.00 per Foot MO SATURATION DIVING The standby rate applies until saturation starts. The saturation diving rate applies when divers are under pressure continuously OM until work task and decompression are complete. The diver rate shall be paid for all saturation hours. WORK IN COMBINATION OF CLASSIFICATIONS OM 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. OM HAZMAT PROJECTS: Anyone working on a HAZMAT job (task) , where HAZMAT MO 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 110 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" . la LEVEL A +$1.00 per hour - This level utilizes a fully encapsulated suit with a self-contained breathing apparatus or a supplied air line. WA080001 Modification 29 3 Federal Wage Determination iso rr CARP0003-006 06/01/2007 SOUTHWEST WASHINGTON: CLARK, COWLITZ, KLICKITAT, 3 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: Rates Fringes Carpenters: CARPENTERS; ACOUSTICAL $ 27.56 13.30 DIVERS TENDERS $ 30.28 13.30 DIVERS $ 68.84 13.30 DRYWALL $ 27.56 13.30 FLOOR LAYERS & FLOOR FINISHERS (the laying of741 all hardwood floors nailed and mastic set, parquet and wood-type tiles, and block floors, the sanding and finishing of floors, the preparation of old and new floors when the materials mentioned above are to be installed) ; INSULATORS (fiberglass and similar irritating materials $ 27.71 13.30 MILLWRIGHTS $ 28.04 13.30 PILEDRIVERS $ 28.04 13.30 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) : Zone 2 - $0.85 Zone 3 - 1.25 Zone 4 - 1.70 Zone 5 - 2.00 Zone 6 - 3.00 :1 WA080001 Modification 29 4 Federal Wage Determination Ito 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 10 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 as ZONE 6: Projects located more than 70 miles of the respected city of the above mentioned cities CARP0770-003 06/01/2009 Carpenters: CENTRAL WASHINGTON: CHELAN, DOUGLAS (WEST OF THE 120TH MERIDIAN) , KITTITAS, OKANOGAN,WEST OF THE 120TH MERIDIAN) AND YAKIMA COUNTIES Rates Fringes ACCOUSTICAL WORKERS $ 25.25 11.97 BRIDGE, DOCK AND WHARF l CAPPENTERS AND HEAVY & HIGHWAY $ 35.39 11.97 CARPENTERS AND DRYWALL APPLICATORS $ 25.25 11.97 CARPENTERS ON CREOSOTE MATERIAL $ 25.25 11.97 DIVERS TENDER $ 39.15 11.97 DIVERS $ 87.20 11.97 INSULATION APPLICATORS $ 25.25 11.97 MILLWRIGHT AND MACHINE € ERECTORS $ 36.39 11.97 dill PILEDRIVER, DRIVING, PULLING, CUTTING, PLACING COLLARS, SETTING, WELDING OR CRESOTE TREATED 61 MATERIAL, ALL PILING $ 35.59 11.97 SAWFILERS, STATIONARY POWER SAW OPERATORS, FLOOR FINISHER, FLOOR go LAYER, SHINGLER, FLOOR SANDER OPERATOR AND OPERATORS OF OTHER 60 STATIONARY WOOD WORKING TOOLS $ 25.25 11.97 L WA080001 Modification 29 5 Federal Wage Determination 3 HOURLY ZONE PAY: WESTERN AND CENTRAL WASHINGTON - ALL CLASSIFICATIONS EXCEPT MILLWRIGHTS AND PILEDRIVERS ;I Hourly Zone Pay shall be paid on jobs located outside of the free zone computed from the city center of the following listed cities: :I 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, :1 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 ;1 iii WA080001 Modification 29 6 Federal Wage Determination iir fir CARP0770-006 06/01/2009 Carpenters: le 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 6 the Pacific Ocean) , PIERCE, SAN JUAN, SKAGIT, SNOHOMISH, THURSTON AND WHATCOM COUNTIES Rates Fringes 66 ACOUSTICAL WORKERS $ 35.35 13.08 BRIDGE, DOCK & WHARF CARPENTERS $ 35.39 13.08 CARPENTERS AND DRYWALL isi APPLICATORS $ 35.39 13.08 CARPENTERS ON CREOSOTE MATERIAL $ 35.49 13.08 DIVERS TENDER $ 39.,15 13.08 DIVERS $ 87.20 13.08 INSULATION APPLICATORS $ 35.39 13.08 MILLWRIGHT AND MACHINE 110 ERECTORS $ 36.39 13.08 PILEDRIVER, DRIVING, PULLING, CUTTING, PLACING COLLARS, SETTING, WELDING 60 OR CRESOTE TREATED MATERIAL, ALL PILING $ 35.59 13.08 SAWFILERS, STATIONARY POWER SAW OPERATORS, 66 FLOOR FINISHER, FLOOR LAYER, SHINGLER, FLOOR SANDER OPERATOR AND OPERATORS OF OTHER STATIONARY WOOD WORKING TOOLS $ 35.52 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 it free zone computed from the city center of the following listed cities: Seattle Olympia Bellingham 60 Auburn Bremerton Anacortes Renton Shelton Yakima Aberdeen-Hoquiam Tacoma Wenatchee Ellensburg Everett Port Angeles Ow Centralia Mount Vernon Sunnyside Chelan Pt. Townsend 616 WA080001 Modification 29 7 Federal Wage Determination 66 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 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 * ELEC0048-003 07/01/2009 CLARK, KLICKITAT AND SKAMANIA COUNTIES Rates Fringes CABLE SPLICER $ 35.90 16.43 5. ELECTRICIAN $ 35.65 16.82 HOURLY ZONE PAY :I 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. WA080001 Modification 29 8 Federal Wage Determinationill al ELEC0073-001 01/01/2009 ADAMS, FERRY, LINCOLN, PEND OREILLE, SPOKANE, STEVENS, WHITMAN SII COUNTIES Rates Fringes 61, CABLE SPLICER $ 28.22 3%+12.48 ELECTRICIAN $ 27.82 3%+12.48 ELEC0076-002 02/28/2009 GRAYS HARBOR, LEWIS, MASON, PACIFIC, PIERCE, AND THURSTON COUNTIES lb Rates Fringes CABLE SPLICER $ 38.57 3%+14.75 ELECTRICIAN $ 34.75 3%+14.75 ELEC0077-002 02/01/2007 Rates Fringes Line Construction: M CABLE SPLICERS $ 42.09 3.875+10.60 GROUNDMEN $ 26.31 3.875%+8.60 LINE EQUIPMENT MEN $ 32.32 3.875%+8.70 LINEMEN, POLE SPRAYERS, HEAVY LINE EQUIPMENT MAN $ 37.58 3.875%+10.60 POWDERMEN, JACKHAMMERMEN $ 28.19 3.875%+8.60 TREE TRIMMER $ 22.65 3.875%+8.35 al ELEC0112-005 12/01/2008 ASOTIN, BENTON, COLUMBIA, FRANKLIN, GARFIELD, KITTITAS, WALLA 60 WALLA, YAKIMA COUNTIES Rates Fringes CABLE SPLICER $ 35.39 3%+13.48 ELECTRICIAN $ 33.70 3%+13.48 ELEC0191-003 03/01/2008 ISLAND, SAN JUAN, SNOHOMISH, SKAGIT AND WHATCOM COUNTIES Rates Fringes CABLE SPLICER $ 36.86 3%+12.98 Is ELECTRICIAN $ 33.51 3%+12.98 WA080001 Modification 29 9 Federal Wage Determination ELEC0191-004 03/01/2008 CHELAN, DOUGLAS, GRANT AND OKANOGAN COUNTIES Rates Fringes CABLE SPLICER $ 32.46 3%+12.81 ELECTRICIAN $ 29.51 3%+12.81 ELEC0970-001 01/01/2009 COWLITZ AND WAHKIAKUM COUNTIES Rates Fringes CABLE SPLICER $ 34.68 3%+9.59 ELECTRICIAN $ 31.53 3%+9.59 ENGI0302-003 06/01/2009 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) , 1-111 SAN JUAN, 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 IAA $ 36.36 15.15 Group lAAA $ 36.92 15.15 Group 1 $ 35.24 15.15 1 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 lAAA - Cranes-over 300 tons, or 300 ft of boom (including jib with attachments) GROUP IAA - Cranes 200 to 300 tons, or 250 ft of boom (including jib with attachments) ; Tower crane over 175 ft in height, base to boom WA080001 Modification 29 10 Federal Wage Determination 6 +ir GROUP lA - Cranes, 100 tons thru 199 tons, or 150 ft of boom (including jib with attachments) ; Crane-overhead, bridge 010 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 am 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 Or 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 Operator- Concrete; Bump Cutter; Cranes, 20 tons thru 44 tons with attachments; Crane-overhead, bridge type-20 tons through 44 fife 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 rr 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 Art 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; Scrapers-concrete and carry-all; Service am engineer-equipment; Trenching machines; Truck Crane Oiler/Driver under 100 tons; Tractors, backhoe 75 hp and under im GROUP 4 - Assistant Engineer; Bobcat; Brooms; Compressor; Concrete finish machine-laser screed; Cranes-A frame-10 tons and under; Elevator and Manlift-permanent or shaft type; jW Gradechecker, Stakehop; Forklifts under 3000 lbs. with WA080001 Modification 29 11 Federal Wage Determination fr :I :I attachments; Hydralifts/boom trucks, 10 tons and under; Oil distributors, blower distribution and mulch seeding operator; Pavement breaker; Posthole digger, mechanical; il Power plant; Pumps, water; Rigger and Bellman; Roller-other than plant mix; Wheel Tractors, farmall type; Shotcrete/gunite equipment operator :I Category B Projects: 95% of the basic hourly rate 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 ;:i 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 eligible 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. , i I 3 WA080001 Modification 29 12 Federal Wage Determination iw tfr ENGI0302-009 06/01/2007 CHELAN (WEST OF THE 120TH MERIDIAN) , CLALLAM, DOUGLAS (WEST OF to 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 WO ON PROJECTS DESCRIBED IN FOOTNOTE A BELOW, THE RATE FOR EACH GROUP SHALL BE 95% OF THE BASE RATE PLUS FULL FRINGE BENEFITS. ON ALL OTHER WORK, THE FOLLOWING RATES APPLY. W WORK PERFORMED ON HYDRAULIC DREDDGES: Zone 1 (0-25 radius miles) : Rates Fringes MN Power equipment operators: GROUP 1 TOTAL PROJECT COST Ur $300,000 AND OVER $ 31.33 12.75 TOTAL PROJECT COST UNDER $300,000 $ 26.96 8.40 GROUP 2 TOTAL PROJECT COST $300,000 AND OVER $ 31.46 12.75 TOTAL PROJECT COST UNDER WO $300,000 $ 27.06 8.40 GROUP 3 TOTAL PROJECT COST $300,000 AND OVER $ 31.84 12.75 OM TOTAL PROJECT COST UNDER $300,000 $ 27.38 8.40 GROUP 4 TOTAL PROJECT COST Om $300,000 AND OVER $ 31.89 12.75 TOTAL PROJECT COST UNDER $300,000 $ 27.43 8.40 GROUP 5 TOATL PROJECT COST $300,000 AND OVER $ 33.46 12.75 TOTAL PROJECT COST UNDER $300,000 $ 28.75 8.40 GROUP 6 TOTAL PROJECT COST $300,000 AND OVER $ 31.33 12.75 fr TOTAL PROJECT COST UNDER $300,000 $ 26.96 8.40 Zone Differential (Add to Zone 1 rates) : 10 Zone 2 (26-45 radius miles) - $ .70 Zone 3 (Over 45 radius miles) - $1.00 BASEPOINTS: Aberdeen, Bellingham, Bremerton, Everett, Kent, Pi Mount Vernon, Port Angeles, Port Townsend, Seattle, Shelton, Wenatchee, Yakima Imo WA080001 Modification 29 13 Federal Wage Determination ms POWER EQUIPMENT OPERATORS CLASSIFICATIONS: GROUP 1: Assistant Mate (Deckhand GROUP 2: Oiler GROUP 3: Assistant Engineer (Electric, Diesel, Steam or Booster Pump) ; Mates and Boatmen :I GROUP 4: Craneman, Engineer Welder GROUP 5: Leverman, Hydraulic GROUP 6: Maintenance Category B Projects: 95% of the basic hourly rate 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: ii 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. Heavy Wage rates (Category A) Applies to clam shell dredge, hoe and dipper, shovels and shovel attachments, cranes and bulldozers. 7ii HANDLING OF HAZARDOUS WASTE MATERIALS: Personnel in all craft classifications subject to working x inside a federally designated hazardous perimeter shall be eligible 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 1 safety plan. H-1 Base wage rate when on a hazardous waste site when not outfitted with protective clothingil 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. :I WA080001 Modification 29 14 Federal Wage Determinationii +r * ENG10370-002 06/01/2009 ADAMS, ASOTIN, BENTON, CHELAN (EAST OF THE 120TH MERIDIAN) , SW 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 00 ZONE 1: Is Rates Fringes Power equipment operators: GROUP lA $ 23.21 11.05 So GROUP 1 $ 23.76 11.05 GROUP 2 $ 24.08 11.05 GROUP 3 $ 24.69 11.05 GROUP 4 $ 24.85 11.05 GROUP 5 $ 25.01 11.05 GROUP 6 $ 25.29 11.05 GROUP 7 $ 25.56 11.05 Om GROUP 8 $ 26.66 11.05 ZONE DIFFERENTIAL (Add to Zone 1 rate) : Zone 2 - $2.00 tr Zone 1: Within 45 mile radius of Spokane, Pasco, Washington; Lewiston, Idaho Zone 2: Outside 45 mile radius of Spokane, Pasco, Washington; 10 Lewiston, Idaho POWER EQUIPMENT OPERATORS CLASSIFICATIONS Is 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, 00 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. it it WA080001 Modification 29 15 +�r Federal Wage Determination 4. 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) ; Distributor3 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) WA080001 Modification 29 16 Federal Wage Determination ,. a OP 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, Wm 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 is & 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; err 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) k 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; MO 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 and Similar) ; Ultra High Pressure Waterjet Os 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 MO MO WA080001 Modification 29 17 MO Federal Wage Determination 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. ENGI0370-006 06/01/2008 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 WORK PERFORMED ON HYDRAULIC DREDGES Rates Fringes Hydraulic Dredge . GROUP 1• $ 31.85 13.53 GROUP 2• $ 32.36 13.53 ;; GROUP 3• $ 32.41 13.53 GROUP 4• $ 33.98 13.53 GROUP 5• $ 31.85 13.53 GROUP 6• $ 31.98 13.53 GROUP 7• $ 32.36 13.53 t° GROUP 1: Assistant Mate (Deckhand) GROUP 2: Assistant Engineer (Electric, Diesel, Steam, or Booster Pump) GROUP 3: Engineer Welder GROUP 4: Leverman, Hydraulic GROUP 5: Maintenance GROUP 6: Oiler GROUP 7: Mates & Boatman HEAVY WAGE RATES APPLIES TO CLAM SHELL DREDGE, HOE AND :I DIPPER, SHOVELS AND SHOVEL ATTACHMENTS, CRANES AND BULLDOZERS. :1 WA080001 Modification 29 18 Federal Wage Determination aw r ENGI0612-001 06/01/2008 LEWIS, PIERCE, PACIFIC (THAT PORTION WHICH LIES NORTH OF A ill PARALLEL LINE EXTENDED WEST FROM THE NORTHERN BOUNDARY OF WAHKAIKUM COUNTY TO THE SEA IN THE STATE OF WASHINGTON) AND THURSTON COUNTIES 00 PROJECTS: CATEGORY A PROJECTS (excludes Category B projects, as shown below) N Rates Fringes Power equipment operators: WORK PERFORMED ON HYDRAULIC DREDGES: Total Project cost $300,000 and 00 over GROUP 1 $ 31.33 12.75 GROUP 2 $ 31.46 12.75 GROUP 3 $ 31.84 12.75 • GROUP 4 $ 31.89 12.75 GROUP 5 $ 33.46 12.75 GROUP 6 $ 31.33 12.75 WORK PERFORMED ON HYDRAULIC DREDGES: Total Project Cost under $300,000 GROUP 1 $ 26.96 8.40 GROUP 2 $ 27.06 8.40 00 GROUP 3 $ 27.38 8.40 GROUP 4 $ 27.43 8.40 GROUP 5 $ 28.75 8.40 GROUP 6 $ 26.96 8.40 ZONE 2 (26-45 radius miles) - Add $.70 to Zone 1 rates ZONE 3 (Over 45 radius miles) - Add $1.00 to Zone 1 rates 6 BASEPOINTS: Tacoma, Olympia, and Centralia m CATEGORY B PROJECTS - 95% of the basic hourly rate for each group plus full fringe benefits applicable to Category A projects shall apply to the following projects: Reduced rates may be paid on the following: ilir► 1. Projects involving work on structures such as buildings and structures whose total value is less than $1.5 million excluding mechanical, electrical, and utility portions of the contract. g m 2. Projects of less than $1 million where no building is involved. Surfacing and paving included, but utilities excluded. 1 it WA080001 Modification 29 19 yf Federal Wage Determination 3. Marine projects (docks, wharfs, etc.) less than $150,000 WORK PERFORMED ON HYDRAULIC DREDGES: GROUP 1: Assistant Mate (Deckhand GROUP 2: Oiler GROUP 3: Assistant Engineer (Electric, Diesel, Steam or Booster Pump) ; Mates and Boatmen GROUP 4: Craneman, Engineer Welder GROUP 5: Leverman, Hydraulic GROUP 6: Maintenance HEAVY WAGE RATES APPLIES TO CLAM SHEEL DREDGE, HOE AND DIPPER, SHOVELS AND SHOVEL ATTACHMENTS, CRANES AND BULLDOZERS HANDLING OF HAZARDOUS WASTE MATERIALS H-1 - When not outfitted with protective clothing of level D equipment - Base wage rate H-2 - Class "C" Suit - Base wage rate + $.25 per hour H-3 - Class "B" Suit - Base wage rate + $.50 per hour H-4 - Class "A" Suit - Base wage rate +$.75 per hour ENGI0612-006 06/01/2009 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 IAA $ 36.36 15.15 :1 GROUP lAAA $ 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 :1 (including jib with attachments) WA080001 Modification 29 20 Federal Wage Determination 40 to GROUP IAA - Cranes- 200 tons to 300 tons, or 250 ft of boom (including jib with attachments; Tower crane over 175 ft in height, bas to boom GROUP lA - Cranes, 100 tons thru 199 tons, or 150 ft of boom (including jib with attachments) ; Crane-overhead, bridge 60 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 Om 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 im 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 1 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- is grinder; Screedman, spreader, topside operator-Blaw Knox, Cedar Rapids, Jaeger, Caterpillar, Barbar Green; Scraper-self- propelled, hard tail end dump, articulating NO'_.. 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 6111 Conveyor; Yo Yo pay GROUP 3 - Conveyors; Cranes through 19 tons with attachments; Crane-A-frame over 10 tons; Drill oilers-auger type, truck lot 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 60 trucks over 10 tons; Loaders-elevating type, belt; Motor patrol grader-nonfinishing; Plant oiler- asphalt, crusher; Pump-Concrete; Roller, plant mix or multi-lift 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 YM WA080001 Modification 29 21 Federal Wage Determination is it 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 :I 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. 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 eligible 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 I 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 01/01/2009 i CLARK, COWLITZ, KLICKITAT, PACIFIC (SOUTH) , SKAMANIA, AND WAHKIAKUM COUNTIES :I POWER RQUIPMENT OPERATORS: ZONE 1 Rates Fringes Power equipment operators: (See Footnote A) GROUP 1 $ 36.22 10.90 GROUP lA $ 38.03 10.90 GROUP 1B $ 39.84 10.90 GROUP 2 $ 34.65 10.90 GROUP 3 $ 33.69 10.90 GROUP 4 $ 32.78 10.90 GROUP 5 $ 31.71 10.90 :I GROUP 6 $ 28.82 10.90 WA080001 Modification 29 22 Federal Wage Determination i AW to Zone Differential (add to Zone 1 rates) : Zone 2 - $2.50 AO Zone 3 - $5.00 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 as in Yamhill County, Washington County and Columbia County and all jobs or projects located in Clark & Cowlitz County, Washington except that portion of Cowlitz County in the Mt. AO St. Helens "Blast Zone" shall receive Zone I pay for all classifications. All jobs or projects located in the area outside the MI identified boundary above, but less than 50 miles from the Portland City Hall shall receive Zone II pay for all classifications. O 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. A 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 Am respective city hall of the above mentioned cities shall receive Zone I pay for all classifications. MN 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. la 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. err POWER EQUIPMENT OPERATORS CLASSIFICATIONS GROUP 1: CONCRETE: Batch Plant and/or Wet Mix Operator, three AO 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 kg tons through 199 tons with luffing or tower attachments; FLOATING EQUIPMENT: Floating Crane, 150 ton but less than 250 ton WA080001 Modification 29 23 Federal Wage Determination GROUP 1A: HYDRAULIC CRANE: Hydraulic Operator, 200 tons and over (with luffing or tower attachment) ; LATTICE BOOM CRANE: Operator, 200 tons through 299 tons, with over 200il 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 ii operator over 120,000 lbs and above; Bulldozer operator, twin engine; Bulldozer Operator, tandem, quadnine, D10, D11, and similar type; Bulldozere Robotic Equipment (any type; CONCRETE: Batch Plant and/or Wet Mix Operator, one and two ii 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 I, (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 ii 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, 11 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 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, if 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: gyp" 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; 3 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. x.E WA080001 Modification 29 24 Federal Wage Determination irr SO GROUP 4: ASPHALT: Screed Operator; Asphalt Paver operator (screedman required) ; BLADE: Blade operator; Blade operator, finish; Blade operator, externally controlled by is 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 SO 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) ; SA 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 is 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 S 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, So 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- Ms unloading; Piledriver Operator (not crane type) (Deckhand required) ; Floating Clamshelll, etc. Operator, under 3 cu. yds. (Fireman or Diesel-Electric Engineer required) ; it 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 Si 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; it 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, ha Sierra, Euclid or similar types; PILEDRIVERS: Hammer MP br WA080001 Modification 29 25 i Federal Wage Determination 11 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 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 Operator, single 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- pull 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; Stationary Drag Scraper Operator; Shovel, Dragline, Clamshell, Operator under 3 cy yds. ; Grade-all Operator; SURFACE (BASE) MATERIAL: Blade mounted spreaders, 3 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: WA080001 Modification 29 26 Federal Wage Determination Os Op Hydraulic Boom Truck, Pittman; DRILLING: Churn 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 robotic; HYDRAULIC HOES EXCAVATORS: Hydraulic Backhoe Operator, wheel type (Ford, John Deere, Case type) ; Hydraulic Backhoe Operator track type up to and including Ma 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) ; as PIPELINE-SEWER WATER: Hydra hammer or similar types; Pavement Breaker Operator; PUMPS: Pump Operator, more than 5 (any size) ; Pot Rammer Operator; RAILROAD EQUIPMENT: Locomotive Operator, under 40 tons; Ballast Regulator Im 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; it SURFACING (BASE) MATERIAL: Rock Spreaders, self-propelled; Pulva-mixer or similar types; Chip Spreading machine operator; Lime spreading operator, construction job siter; Os 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; Ms TUNNEL: Dinkey GROUP 6: ASPHALT: Plant Oiler; Plant Fireman; Pugmill Operator (any type) ; Truck mounted asphalt spreader, with MI screed; COMPRESSORS: Compressor Operator (any power) , 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; is Concrete Saw Operator; Concrete Curing Machine Operator (riding type) ; Wire Mat or Brooming Machine Operator; CRANE: Oiler; Fireman, all equipment; Truck Crane Oiler MmDriver; 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: MO Deckhand; Boatman; FORKLIFT: Self-propelled Scaffolding Operator, construction job site (excluding working platform) ; Fork Lift or Lumber Stacker Operator, construction job site; Ross Carrier Operator, construction am 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 is 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; MI 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; WA080001 Modification 29 27 40 Federal Wage Determination fir ii 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 operator, mechanical, self-propelled; Hydrographic Seeder Machine Operator; TRENCHING MACHINE: Oiler; Grade Oiler; TUNNEL: Conveyor operator; Air filtration equipment operator liiiENGI0701-003 01/01/2009 Clark, Cowlitz, Klickitat, Pacific (South) , Skamania, and Wahkiakum Counties Rates Fringes Dredging: ZONE A ASSISTANT ENGINEER $ 37.30 10.80 ASSISTANT MATE $ 32.96 10.80 LEVERMAN, DIPPER, FLOATING CLAMSHELL $ 39.88 10.80 LEVERMAN, HYDRAULIC $ 39.88 10.80 TENDERMAN $ 36.12 10.80 ZONE B ASSISTANT ENGINEER $ 39.80 10.80 ASSISTANT MATE $ 35.46 10.80 LEVERMAN, DIPPER, FLOATING CLAMSHELL $ 42.38 10.80 LEVERMAN, HYDRAULIC $ 42.38 10.80 TENDERMAN $ 38.62 10.80 ZONE C ASSISTANT ENGINEER $ 41.30 10.80 ASSISTANT MATE $ 36.96 10.80 LEVERMAN, DIPPER, FLOATING CLAMSHELL $ 43.88 10.80 LEVERMAN, HYDRAULIC $ 43.88 10.80 TENDERMAN $ 40.12 10.80 ZONE DESCRIPTION FOR DREDGING: ZONE A - All jobs or projects located within 30 road miles of Portland City Hall. ZONE B - Over 30-60 road miles from Portland City Hall. ii ZONE C - Over 60 road miles from Portland City Hall. *All jobs or projects shall be computed from the city hall by the shortest route to the geographical center of the project. A WA080001 Modification 29 28 Federal Wage Determination OW * IRON0014-005 07/01/2009 ADAMS, ASOTIN, BENTON, COLUMBIA, DOUGLAS, FERRY, FRANKLIN, GARFIELD, GRANT, LINCOLN, OKANOGAN, PEND ORIELLE, SPOKANE, STEVENS, WALLA WALLA AND WHITMAN COUNTIES Yrr Rates Fringes IRONWORKER $ 30.79 17.40 41. * IRON0029-002 07/01/2009 CLARK, COWLITZ, KLICKITAT, PACIFIC, SKAMANIA, AND WAHKAIKUM COUNTIES 410 Rates Fringes ki IRONWORKER $ 33.12 17.40 * IRON0086-002 07/01/2009 1 YAKIMA, KITTITAS AND CHELAN COUNTIES Rates Fringes is IRONWORKER $ 31.07 17.40 * IRON0086-004 07/01/2009 is CLALLAM, GRAYS HARBOR, ISLAND, JEFFERSON, KING, KITSAP, LEWIS, MASON, PIERCE, SKAGIT, SNOHOMISH, THURSTON, AND WHATCOM COUNTIES Rates Fringes IRONWORKER $ 36.62 17.40 i i WA080001 Modification 29 29 Federal Wage Determination Yir ee :I LABO0001-002 06/01/2009 Laborers: CALLAM, GRAYS HARBOR, ISLAND, JEFFERSON, KING, KITSAP, ii 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 q Zone 1: Rates Fringes 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 31 CHELAN, DOUGLAS (WEST OF THE 120TH MERIDIAN) , KITTITAS AND YAKIMA COUNTIES GROUP 1 $ 19.95 9.07 GROUP 2 $ 20.58 9.07 GROUP 3 $ 22.54 9.07 ii 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 cityil hall ZONE DIFFERENTIAL (ADD TO ZONE 1 RATES) : ii 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 il r. WA080001 Modification 29 30 Federal Wage Determination Iv ki row LABORERS CLASSIFICATIONS GROUP 1: Landscaping and Planting; Watchman; Window it 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 tr 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; it Clean-up Laborer; Concrete Form Stripper; Curing Laborer; Demolition (wrecking and moving including charred material) ; Ditch Digger; Dump Person; Fine Graders; it Firewatch; Form Setter; Gabian Basket Builders; Grout Machine Tender; Grinders; Guardrail Erector; Hazardous Waste Worker (Level C) ; 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 it 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 it Transit Person; Groutmen (pressure) including post tension beams; Hazardous Waste Worker (Level B) ; High Scaler; Jackhammer; Laserbeam Operator; Manhole Builder-Mudman; Nozzleman (concrete pump, green IM cutter when using combination of high pressure air and water on concrete and rock, sandblast, gunite, shotcrete, water blaster, vacuum blaster) ; Pavement Breaker; Pipe tio 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 kw electric, air and glas operated tool; Timber Person-sewer (lagger shorer and cribber) ; Track Liner Power; Tugger Operator; Vibrator; Well Point Laborer ills GROUP 5: Caisson Worker; Miner; Mortarman and Hodcarrier; Powderman; Re-Timberman; Hazardous Waste Worker (Level A) . ill a a WA080001 Modification 29 31 Federal Wage Determination imp �r 4 LAB00238-004 06/01/2008 ADAMS, ASOTIN, BENTON, COLUMBIA, DOUGLAS (EAST OF THE 120TH MERIDIAN) , FERRY, FRANKLIN, GARFIELD, GRANT, LINCOLN, OKANOGAN, PEND OREILLE, STEVENS, SPOKANE, WALLA WALLA AND WHITMAN COUNTIES Rates Fringes :I Laborers: ZONE 1: GROUP 1 $ 20.56 7.70 GROUP 2 $ 22.66 7.70 GROUP 3 $ 22.93 7.70 GROUP 4 $ 23.20 7.70 GROUP 5 $ 23.48 7.70 GROUP 6 $ 24.85 7.70 Zone Differential (Add to Zone 1 rate) : $2.00 BASE POINTS: Spokane, Pasco, Lewiston il 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 :I 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. il prior to final acceptance by the owner) 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, 4 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 L 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, il 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 WA080001 Modification 29 32 Federal Wage Determinationii iw GROUP 3: Aspahlt Raker; Asphalt Roller, walking; Cement Finisher Tender; Concrete Saw, walking; Demolition Torch; A. 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 Ott 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; at 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 at 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; is 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 60 include working topman, caulker, collarman, jointer, mortarman, rigger, jacker, shorer, valve or meter installer) ; Pipewrapper; Plasterer Tender; Vibrators (all) 110 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 1Wr: beam operator on raises and shafts) GROUP 6 - Powderman is ire qt is WA080001 Modification 29 33 Federal Wage Determination 11 t: LAB00238-006 06/01/2008 COUNTIES EAST OF THE 120TH MERIDIAN: ADAMS, ASOTIN, BENTON, ii CHELAN, COLUMBIA, DOUGLAS, FERRY, FRANKLIN, GARFIELD, GRANT, LINCOLN, OKANOGAN, PEND OREILLE, STEVENS, SPOKANE, WALLA WALLA, WHITMAN :1 Rates Fringes Hod Carrier $ 24.10 7.70 LAB00335-001 06/01/2008 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: 4411 GROUP 1 $ 27.46 8.40 GROUP 2 $ 28.06 8.40 GROUP 3 $ 28.50 8.40 GROUP 4 $ 28.88 8.40 • GROUP 5 $ 24.96 8.40 GROUP 6 $ 22.54 8.40 GROUP 7 $ 19.34 8.40 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. il ii r WA080001 Modification 29 34 Federal Wage Determinationil O im LABORERS CLASSIFICATIONS GROUP 1: Asphalt Plant Laborers; Asphalt Spreaders; Batch ri 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; aim Dumpers, road oiling crew; Dumpmen (for grading crew) ; Elevator Feeders; Guard Rail, 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 bit 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 ISI 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 Ame and Wrapping; Post Hole Digger, air, gg 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 ir kW WA080001 Modification 29 35 Federal Wage Determination L 1::: 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 LAB00335-010 06/01/2008 Rates Fringes Hod Carrier $ 29.58 8.40 il PAIN0005-002 06/01/2008 STATEWIDE EXCEPT CLARK, COWLITZ, KLICKITAT, PACIFIC (SOUTH) , SKAMANIA, AND WAHKIAKUM COUNTIES Rates Fringes Painters: STRIPERS $ 26.50 11.40 PAIN0005-004 07/01/2007 CLALLAM, GRAYS HARBOR, ISLAND, JEFFERSON, KING, KITSAP, LEWIS, ii MASON, PIERCE, SAN JUAN, SKAGIT, SNOHOMISH, THURSTON AND WHATCOM COUNTIES Rates Fringes PAINTER $ 19.91 6.85 ii ii WA080001 Modification 29 36 Federal Wage Determination 4. Ot PAIN0005-006 07/01/2008 ADAMS, ASOTIN; BENTON AND FRANKLIN (EXCEPT HANFORD SITE) ; it CHELAN, COLUMBIA, DOUGLAS, FERRY, GARFIELD, GRANT, KITTITAS, LINCOLN, OKANOGAN, PEND OREILLE, SPOKANE, STEVENS, WALLA WALLA, WHITMAN AND YAKIMA COUNTIES it Rates Fringes Painters: Application of Cold Tar Products, Epoxies, Polyure thanes, Acids, Radiation Resistant Material, Water and Sandblasting, Bridges, Towers, Tanks, Stacks, Steeples $ 20.84 7.88 by Over 30'/Swing Stage Work $ 21.54 7.88 Brush, Roller, Striping, Steam-cleaning and Spray $ 15.09 6.68 Lead Abatement, Asbestos Abatement $ 20.84 7.88 TV Radio, Electrical Transmission Towers $ 21.59 7.88 Over 30'/Swing Stage Work $ 22.29 7.88 is *$.70 shall be paid over and above the basic wage rates listed for work on swing stages and high work of over 30 feet. (ilii PAIN0055-002 10/01/2008 CLARK, COWLITZ, KLICKITAT, PACIFIC, SKAMANIA, AND WAHKIAKUM is COUNTIES is Rates Fringes Painters: Brush & Roller $ 19.69 7.14 High work - All work 60 ft. or higher $ 20.44 7.14 Spray and Sandblasting $ 20.29 7.14 lira PAIN0055-007 06/01/2007 CLARK, COWLITZ, KLICKITAT, SKAMANIA and WAHKIAKUM COUNTIES i Rates Fringes Painters: HIGHWAY & PARKING LOT STRIPER $ 28.27 8.27 to WA080001 Modification 29 37 Federal Wage Determination flr li 2 PLAS0072-004 06/01/2007 ADAMS, ASOTIN, BENTON, CHELAN, COLUMBIA, DOUGLAS, FERRY, il FRANKLIN, GARFIELD, GRANT, KITTITAS, LINCOLN, OKANOGAN, PEND OREILLE, SPOKANE, STEVENS, WALLA WALLA, WHITMAN, AND YAKIMA COUNTIES Rates Fringes Cement Mason/Concrete Finisher ZONE 1• $ 24.68 7.98 Zone Differential (Add to Zone 1 rate) : Zone 2 - $2.00 il BASE POINTS: Spokane, Pasco, Moses Lake, Lewiston Zone 1: 0 - 45 radius miles from the main post office Zone 2: Over 45 radius miles from the main post office PLAS0528-001 06/01/2008 CLALLAM, COWLITZ, GRAYS HARBOR, ISLAND, JEFFERSON, KING, il KITSAP, LEWIS, MASON, PACIFIC, PIERCE, SAN JUAN, SKAGIT, SNOHOMISH, THURSTON, WAHKIAKUM AND WHATCOM COUNTIES Cement Masons: Rates Fringes CEMENT MASON $ 34.68 12.13 COMPOSITION, COLOR MASTIC, TROWEL MACHINE, GRINDER, POWER TOOLS, GUNNITE NOZZLE.$ 35.18 12.13 TROWLING MACHINE OPERATOR ON COLORED SLABS COMPOSITION OR KALMAN FLOORS $ 36.18 12.13 ii PLAS0555-002 06/01/2008 ilCLARK, KLICKITAT AND SKAMANIA COUNTIES Cement Masons: iiZONE 1: Rates Fringes CEMENT MASONS DOING BOTH COMPOSITION/POWER MACHINERY ANDil SUSPENDED/HANGING SCAFFOLD $ 27.87 14.83 CEMENT MASONS ON SUSPENDED, SWINGING AND/OR li HANGING SCAFFOLD $ 27.34 14.83 CEMENT MASONS $ 26.80 14.83 il COMPOSITION WORKERS AND POWER MACHINERY OPERATORS $ 27.34 14.83 il WA080001 Modification 29 38 Federal Wage Determination A it it Zone Differential (Add To Zone 1 Rates) : Zone 2 - $0.65 Zone 3 - 1.15 it 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 it 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 bit respective city hall. ZONE 5: More than 80 miles from the respective city hall the PLUM0032-002 01/01/2009 CLALLAM, KING AND JEFFERSON COUNTIES Rates Fringes Plumbers and Pipefitters $ 43.68 18.06 it PLUM0032-003 01/01/2009 CHELAN, KITTITAS (NORTHERN TIP) , DOUGLAS (NORTH) , AND OKANOGAN (NORTH) COUNTIES Rates Fringes Plumbers and Pipefitters $ 31.46 14.61 PLUM0044-003 06/01/2007 ADAMS (NORTHERN PART) , ASOTIN (CLARKSTON ONLY) , FERRY (EASTERN PART) , LINCOLN, PEND ORIELLE, STEVENS, SPOKANE, AND WHITMAN COUNTIES k Rates Fringes Ya Plumbers and Pipefitters -ADAMS (NORTHERN PART) , ASOTIN (CLARKSTON ONLY) , FERRY (EASTERN PART) , LINCOLN, PEND ORIELLE AND STEVENS AND SPOKANE COUNTIES $ 30.14 12.81 WHITMAN COUNTY $ 36.24 12.81 kw WA080001 Modification 29 39 r Federal Wage Determination il PLUM0082-001 06/01/2007 CLARK (NORTHERN TIP INCLUDING WOODLAND) , COWLITZ, GRAYS HARBOR, LEWIS, MASON (EXCLUDING NE SECTION) , PACIFIC, PIERCE SKAMANIA, THURSTON AND WAHKIAKUM COUNTIES Rates Fringes Plumbers and Pipefitters $ 35.55 15.32 PLUM0265-003 06/01/2007 ISLAND, SKAGIT, SNOHOMISH,SAN JUAN AND WHATCOM COUNTIES I Rates Fringes Plumbers and Pipefitters $ 35.55 15.3271 PLUM0290-003 10/01/2008 CLARK (ALL EXCLUDING NORTHERN TIP INCLUDING CITY OF WOODLAND) :1 Rates Fringes Plumbers and Pipefitters $ 35.69 16.99 rii PLUM0598-005 06/01/2008 ADAMS (SOUTHERN PART) , ASOTIN (EXCLUDING THE CITY OFii CLARKSTON) , BENTON, COLUMBIA, DOUGLAS (EASTERN HALF) , FERRY (WESTERN PART) , FRANKLIN, GARFIELD, GRANT, KITTITAS (ALL BUT NORTHERN TIP) , KLICKITAT, LINCOLN (WESTERN PART) , OKANOGAN (EASTERN) , WALLA WALLA AND YAKIMA COUNTIES Rates Fringes PLUMBER $ 38.64 19.10 a a a WA080001 Modification 29 40 Federal Wage Determination fir err PLUM0631-001 06/01/2007 MASON (NE SECTION) , AND KITSAP COUNTIES 1. Rates Fringes Plumbers and Pipefitters Jit All new construction, additions, and remodeling of commercial building projects such as: cocktail it lounges and taverns, professional buildings, medical clinics, retail stores, hotels and motels, it restaurants and fast food types, gasoline service stations, and car washes it where the plumbing and mechanical cost of the project is less than $100,000 $ 27.39 11.18 be All other work where the plumbing and mechanical cost of the project is $100,000 and over $ 34.90 15.32 TEAM0037-002 06/01/2009 CLARK, COWLITZ, KLICKITAT, PACIFIC (South of a straight line Imo made by extending the north boundary line of Wahkiakum County west to the Pacific Ocean) , SKAMANIA, AND WAHKIAKUM COUNTIES Rates Fringes Truck drivers: it 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 i Zone Differential (Add to Zone 1 Rates) : Zone 2 - $0.65 ma Zone 3 - 1.15 Zone 4 - 1.70 Zone 5 - 2.75 WA080001 Modification 29 41 Federal Wage Determination ki Iiii BASE POINTS: ASTORIA, THE DALLES, LONGVIEW AND VANCOUVER ZONE 1: Projects within 30 miles of the respective city hall. 7.'ll''''i 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. TRUCK DRIVERS CLASSIFICATIONS GROUP 1: A Frame or Hydra lift truck w/load bearing surface; Articulated Dump Truck; Battery Rebuilders; Bus or Manhaul Driver; Concrete Buggies (power operated) ; Concrete 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; Slurry Truck Driver or Leverman; Tireman il 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 trucks: 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 WA080001 Modification 29 42 Federal Wage Determination GROUP 4: Asphalt Burner; Dump Trucks, side, end and bottom dumps, 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 hmo GROUP 5: Composite Crewman; Dump Trucks, side, end and bottom dumps, including Semi Trucks and Trains or Mk 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 s 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 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 it Trucks; Industrial Lift Truck (mechanical tailgate) TEAM0174-001 06/01/2009 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 it Rates Fringes Truck drivers: ZONE A: it 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 center 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: liar WA080001 Modification 29 43 Federal Wage Determination 2 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 GROUP 2 - Bulllifts, or similar equipment used in loading or unloading trucks, transporting materials on job site; Dumpsters, and similar equipment, Tournorockers, Tournowagon, Turnotrailer, Cat. D.W. Series, Terra Cobra, 7:'ii 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 il 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) ; if Vacuum truck; Water Wagon and Tank trucks-less than 3,000 gallons capacity; Winch Truck; Wrecker, Tow truck and similar equipment ;I GROUP 3 - Flatbed (single rear axle) ; Pickup Sweeper; Pickup Truck. (Adjust Group 3 upward by $2.00 per hour for onsite work only) GROUP 4 - Escort or Pilot Car GROUP 5 - Mechanic il WA080001 Modification 29 44 Federal Wage Determination Am HAZMAT PROJECTS Anyone working on a HAZMAT job, where HAZMAT certification is it required, shall be compensated as a premium, in addition to the classification working in as follows: LEVEL C: +$.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. it TEAM0760-002 06/01/2008 ADAMS, ASOTIN, BENTON, CHELAN, COLUMBIA, DOUGLAS, FERRY, FRANKLIN, GARFIELD, GRANT KITTITAS, LINCOLN, OKANOGAN, PEND VI OREILLE, SPOKANE, STEVENS, WALLA WALLA, WHITMAN AND YAKIMA COUNTIES is Rates Fringes Truck drivers: (ANYONE WORKING ON HAZMAT JOBS SEE S FOOTNOTE A BELOW) ZONE 1: GROUP 1 $ 20.02 11.05 GROUP 2 $ 22.29 11.05 `m GROUP 3 $ 22.79 11.05 GROUP 4 $ 23.12 11.05 GROUP 5 $ 23.23 11.05 GROUP 6 $ 23.40 11.05 GROUP 7 $ 23.93 11.05 GROUP 8 $ 24.26 11.05 SO 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. 61 Zone 2: Outside 45 radius miles from the main post office TRUCK DRIVERS CLASSIFICATIONS 01 GROUP 1: Escort Driver or Pilot Car; Employee Haul; Power Boat Hauling Employees or Material la I 110 • WA080001 Modification 29 45 Federal Wage Determination GROUP 2: Fish Truck; Flat Bed Truck; Fork Lift (3000 lbs. and under) ; 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) GROUP 5: Dumptor (over 6 yds.) ; Lowboy (50 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 operated 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 WA080001 Modification 29 46 Federal Wage Determination r fig Footnote A - 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 is follows: LEVEL C-D: - $.50 PER HOUR (This is the lowest level of protection. This level may use an air purifying respirator Is or additional protective clothing. LEVEL A-B: - $1.00 PER HOUR (Uses supplied air is conjunction with a chemical splash suit or fully encapsulated suit with lig 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 is 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) ) . S 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. i WAGE DETERMINATION APPEALS PROCESS 10 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 Is 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 is 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.) is and 3.) should be followed. WA080001 Modification 29 47 Federal Wage Determination 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. Washington, DC 20210 4.) All decisions by the Administrative Review Board are final. END OF GENERAL DECISION WA080001 Modification 29 48 711 Federal Wage Determination II L City of Renton Contract Documents for Rainier Ave S (SR 167)Improvements Project Phase 1: Shattuck Ave S Stormwater Bypass APPENDIX B Standard Plans L tioE: a r' �, rofik „A -, �*:' '4°:4 Cmm as E.W 1� n J 5E Od•-G O Z Z Z _ tai OLTNm•C cO Qp m m OL O OED0 a r W WE O 8 \ 01 u O cc 1ii 3` + U. < WD 1- 0OU7YO Z c 3 QN +w N•O N +- n 0 U Q � «.Lwo _ pO 4Q Ufn J (nO G U DC 3 t NC- U0 > O U N C.0 G O +-LG O C TO MO m]i- -- t p E r p +-vo 00 c, o a O N C GA -U C N OCI n. yo ON mn... E O E G 22 O- N D h Ifl BOAh 7 +-EppO co * l 0 C0 lie OE N NON 00 m N WO Uf 4'03 7Y. 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D o i a v 2. m m 0Np ." 15 m m 8. c r y, 0 IMO iiii • • oti air - r '11 CO W 0 0 `fJ wwLLq < O `�� bap�'`�'Y $ w cg Z N N OW m= o0wo 1- z w t times -' Z m Zn C 6i gl O a - -z N EI.\,6 „ ill 4T/ n m fa aQO v]¢w aoj- >Z2G.• w= 0 ¢ .e6s -4" C) Z u' a > az F- d fts SP N¢~ a <p If' PF' a a8 I-< zz. o QUVa o , 0.,.1r-z 0 z a ww n¢ = O w a wW wa<w w z 0 i 0 za 1-- w<10 m �' O 5 g oa u. 2 oEo�2 tozu. aW o C O m~p wZUO� W m 1- wt.,. pN Jw N w ¢� x , e 71 OW zaLLl<N z x� f 17 4. ¢w 1-w J0zTw0 U. < >'N 1- m C sk MO way -10/ -ZZ w N iu. ¢ mww ZWUY UYV Li, O0 m O� SC N� W �=�4 } 5 WJZOwr n'� �' ¢Z w= w +� 0 OW ? o- --�, p, WP a�Q w �' N� Ja 99C A.t ¢00 Y-S�Oww 0 gw m0 J 011i M -1 J N r UN OE gtk ,.?z, ~mw ¢tri ow 1-a = J O n- � rnS aNg O 1 Uo �Og<0 2 ZW UO 0 Q w ow a, .1 ¢ ¢,w tt <LLa ?=Zauio ¢2 ww z a.W coo -4 w aw 3W =a' a4 UW' zdm d,aU �o am z a w 0U w dm -y �m -= <ul1- w U'w¢ wm -, w> w a_ LLz 2 0 o U. oO on UoiO zz' xw xao =a a Z- cep �p O O1- ¢¢Z ,)<F-_ i-m u.< F-2 0 a �a Q UN 0 6� it N z - N 10 i M (O OS 1S isi a'O a \ to,/ O aa Our «� \ 000 — • \//� / Q \7\ «£ \ 'NIW«LZ�\ F ryUS t. N 44O —— Ahh, as At a h♦ .ZI l D 2 MO 4+ . // < �� x �� Z : li I It Oiri I I I a 0 1-4CCe 2 Y a Mo a K \ moo' /1J � cc + \ S �"ra\\ T.'i e` U S U m w Q m M a aro OW M AMP 6" 3'-0" 6" +.r A WIDENED CURB woo B ' - g 4.10 18" 6� 12" [ FACE OF CURB A (E. SLOPE 0.05 FT/FT 1 —0 STREET SECTION A us CONSTRUCTION JOINTS SECTION B-B NORMAL GUTTER GRADE um ow my NOTES: SECTION A-A -. 1. 3° TO 5° DRAFT PERMITTED AS NEEDED. 2. WELDING NOT PERMITTED. 3. DIMENSIONS SHALL HAVE ±1/16" TOLERANCE EXCEPT AS NOTED. 4. FOUNDRY NAME SHALL BE EMBOSSED ON TOP OF GRATE. LETTERING TO BE RECESSED 1/16". 4111 5. SEATING OF GRATE SHALL BE ACCOMPLISHED BY ONE OF THE FOLLOWING: ALTERNATE A SHALL BE 8 PADS, 1 1/2"x 3/4"x 1/8" INTEGRALLY CAST WITH THE GRATE. am ALTERNATE B SHALL BE A MACHINED SURFACE OUTSIDE A 17" CIRCLE, BOTTOM ONLY (SEE SECTION B—B). 6. MATERIALS IN ACCORD WITH DIVISION 9 OF STANDARD SPECIFICATIONS SECTION "METAL FRAME AND GRATE FOR a* CATCH BASIN OR INLETS". 7. MATERIAL USED FOR GRATE SHALL BE DESIGNATED BY EMBOSSING "DI" (DUCT IRON) OR "CFS" (CAST STEEL) NEAR MFR'S NAME. 7. SEE DWG. NAME BR-32 FOR FRAME AND GRATE DETAIL, GRATE IS OLYMPIC FOUNDRY #SM50G, #SM50GL, #SM50SL, OR EQUAL. FRAME IS OLYMPIC FOUNDRY #5M50 OR EQUAL. SURFACE WATER UTILITY 41110OPEN CURB FACE FRAME & GRATE INSTALLATION DETAIL ADOPTED CITY OF RENTON 161, + + r, STANDARD PLANS 'i' LST DATE:04/04 DATE REVISION BY APPR'D DWG. NAME: B017 SP PAGE: B017 No ear A m O O o U O MO B B 18^ r 1 1 MO 28"lir Za 2 24" 1 1 I f I \ L iI1I III I I1 11 11 J owA LEVELING PAD (TYP) 30" 7 18"----I AO — — - -Tip — — — I 24" 4,, — I 1 r I I NO SECTION B—B I- 20" -1 4" -- SECTION A—A NM C -- 6„ y I 1 APPROXIMATE WEIGHTS 11 1/2” - 1FRAME 104 LBS. 'r' 8 GRATE 220 LBS. HOOD 71 LBS. TOTAL 395 LBS. Sr -� 26" I.D. i2-1" DIA. HOLES FOR 3/4" BOLT, WASHER, 27 1/2" O.D. - AND NUT C r SECTION C—C w. NO NOTES: D 1. GRATE SHALL BE DUCTILE IRON: OLYMPIC FOUNDRY #SM5OG, #SM5OGL, #SM5OSL OR EQUAL. ow 2. FRAME IS OLYMPIC FOUNDRY #SM52 OR EQUAL. 3. LEVELING PADS ARE 1/8"x 3/4"x 2 1/4" SURFACE WATER UTILITY OPEN CURB FACE FRAME lig & GRATE DETAILS ADOPTED d1 , CITY OF RENTON 1 +. =.` + 111 STANDARD PLANS LST DATE:04/04 or DATE REVISION BY APPR'D DWG. NAME: BO18 SP PAGE: BO18 OD WWI OS - 23 3/4" - 111" MO-J - I I 0 c - c II FOR SLOT DETAIL SEE ' _:: STD DETAIL DWG D-7 z m 0 –1 0 0 ow c z -D 73 ro 17 3/4" rzi \ c m .... D r III, _ > _> > z II III P1 - CC FLOWr----- 2 , — } 1/2" -- f LEVELING PAD (6 MIN) 1/8"X 3/4"X 2 1/4" 1 3/8„ 1 5' DRAFT i L 1 16" Ili Mr NOTES: 1. SELF–LOCK VANED GRATE MANFACTURER SUBJECT TO APPROVAL BY ENGINEER. ow 2. USE WITH TWO LOCKING BOLTS 5/8"-11 NC STAINLESS TYPE 304 STEEL SOCKET HEAD (ALLEN HEAD) BOLTS, 2" LONG. NOTE SLOT DETAIL. 3. MATERIAL IS DUCTILE IRON ASTM A536 GRADE 80-55-06. 4. "OUTFALL TO STREAM DUMP NO POLLUTANTS" MAY BE LOCATED ON BORDER AREA. mrs 5. SHALL CONFORM TO SEC 7.05 OF THE STANDARD SPECIFICATIONS. 6. WELDING IS NOT PERMITTED. 7. EDGES SHALL HAVE 0.125" RADIUS, 0.125" CHAMBER OR COMPLETE DEBURRING. 8. USE A BI–DIRECTIONAL VANED GRATE IN SAG VERTICAL CURVES. Ile NO SURFACE WATER UTILITY ago VANED GRATE ‘''. o ADOPTED 4. �� CITY OF RENTON es .0 STANDARD PLANS LST DATE:04/04 DATE REVISION BY APPR'D DWG. NAME: B019 SP PAGE: B019 �I. VIM 23 3/4" - 2" 2 3/8" - 2 3/8" - 5/8" 1/4" _-� L_�J _ ��- <��; FOR SLOT DETAIL SEE STD DETAIL DWG D-7 'ice_ 17 3/4„ LEVELING PAD (8) 1/8"X 3/4"X 2 1/4" I FOURDR'Y-NAME ► 1/8" 11111,2 1/2" \ t 1 11/2" t } y oo 5/8" a 1/16" 4 3/4" MIS NOTES: 1. USE WITH FRAME DRILLED AND TAPPED FOR LOCKING BOLTS. 2. USE WITH TWO LOCKING BOLTS 5/8"-11 NC STAINLESS STEEL TYPE 304 STEEL SOCKET HEAD (ALLEN HEAD) BOLTS, 2" LONG. 3. COVER MATERIAL IS CAST IRON PER ASTM A48 CLASS 30. 4. SHALL CONFROM TO SEC. 7.05 OF THE STANDARD SPECIFICATIONS. 5. COVER SHALL HAVE THE WORD "DRAIN" IN 2-INCH RAISED LETTERS. +�► SURFACE WATER UTILITY SOLID LOCKING COVER ADOPTED CITY OF RENTON Vrl + + STANDARD PLANS LST DATE:04/04 12/96 REFORMAT TO 11"x17" DCV DT DATE REVISION BY APPR'D DWG. NAME: 5020 SP PAGE: B020 411111 Nei 25" 2 1/2"-- rr CEMENT CONCRETE CURB I I 111.. '-.1 I _ 31GUTTER RI CATCH BASIN VERTICAL CURB WALL 41110EXTRUDED CURB SEE NOTE 1 Ai LEVEL PADS (16) • n C 3/4"X 2 1/4"X 1/8" =ME 110 GUTTER III PLAN CATCH BASIN WALL FXTRUDED CURB 18"x24" 9/16 1/2- (+1/32", —0" TYP) 4" 3/4'J 17 3/4"x23 3/4" (+1/32", —0" TYP) 25"x31" ELEVATION +ori NOTES: 1. DRILL AND TAP FOR, AND PROVIDE, TWO LOCKING BOLTS 5/8"-11 NC STAINLESS TYPE 304 STEEL SOCKET HEAD (ALLEN HEAD) BOLTS, 2" LONG. 2. FRAME MATERIAL IS CAST IRON PER ASTM A48 CLASS 30 OR BETTER. 3. SET FRAME TO GRADE AND CONTRUCT ROAD AND GUTTER TO BE FLUSH WITH FRAME. 4. FRAME IS OLYMPIC FOUNDRY #SM50 OR EQUAL. ail SURFACE WATER UTILITY 010 CATCH BASIN FRAME & GRATE DETAILS (SHEET 2 OF 2) ADOPTED CITY OF RENTON STANDARD PLANS LST DATE:04/04 IOWDATE REVISION BY APPR'D DWG. NAME: 8020-2 SP PAGE: B020.2 ION N o 1.il C.3 0 a) • CL CO 0 C 0 .......9 >-- 0 0 .. -a i_ .c ..) -0 ... ,_ 'c; ij Z I- - '0 ti C t_ 0 W -C •- W O W 0:1 ar e :.!.., 0U 0 (7) 0 W CC I- 0 c 3 3t'.- 0 E i < w LL.< < t0 -8 E•-•< oi 0 .0 ..c .0 • t w p Vc rr) a) 1.0 If> 0) 0) °- z 1- < u., EcOiti C13 La (-) a I-I- CC o.. .51) >.. o, o- -, es : cr,O.t... .ti; c i-- ct (i) , o c 2 otr wo-‹ 0. d 0. 6 C5 0. <-- 0 E o rz 5 00 .,C0 _.1 . c, I v,'E °'O, . o Z w < o .a g ,'5- Ea z Ce I 1 •A, ••• c E 2' iX- o LI) CY) LC) <I-' 0) 0) cr• • vo is .0 La g ,4 c o - t.4.1 La @ V) .1.0 • v.„-, a> tn 0 0 ---1, lib a) in 0-0 „c g. - Z 0 5 0._0_ r,) tO •d• vt• - nt• if)-.' i OZ 5 13 '‘,7j.. >,...... 37 1:3•0- .4 1:) 12 (1) 2.4( . Q- V ° C >4' CS 0 OC E Z 2 I-V-C.) IC 'ea '63 tssl CN Cs1 ' 0 Sti 1 I = • . 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I I • t , Z • I 'I 1 ..- .. z j,J as cc l'-..i.. •- C•7 (*CM) -1,1-"-A-- CL +"•i, ',II ", r, ce Ct . 0 Li , b a i-1 • (1)5o 2 2 /NW( .S./I.: •- .1- 0 Alla 'XVII .9 ,c) '..-c4 -Dr---*. 41, , •- .o Ir(.5 . .... << CO 0 z 1,.. f. ; -J 'XVII AZ' % I,'',. 1.,1 a- j a I 'NIA .$' 1.....: 1.- <Z C 03 . , a- 6u, -i-.• MI ''..••1 '..• v..: ...• .;, 6 -1,e. ..• <co <6 4 I .61 tnirja. da3 w . , ... re N 0 ION / --..._• Z Z /m (33NVN-31NINTI ao.J) foe A ma MAXIMUM OPENING OF 4 GATE AM �J HANDLE WITH LOCK PIN j M ADJUSTABLE LOCK HOOK ' WITH LOCK SCREW 1 / �- -` \ ///���LIFT HANDLE SHALL BE ATTACHED PER D MANUFACTURER'S RECOMMENDATIONS O,00 / \ 1"' ROD OR TUBING, VARIABLE LENGTH ell LIFT HANDLE Olt ADJUSTABLE HOOK O I misi '-. SIX EVENLY SPACED HOLES FOR BOLTING TO FLANGE CONNECTION 0 IOWN\ O / 7 O 11 WO [il I I \ / I\ tI E-V�L LINE 7 / O \ / O N / — N /cn�'-- -',� 0 krill" / 4>',,,.. I 111 kg,' ale FRONT SIDE NOTES: 1. SHEAR GATE SHALL BE ALUMINUM ALLOY PER ASTM B-26-ZG-32o OR WO CAST IRON ASTM A48 CLASS 30B AS REQUIRED. FLANGED END 2. GATE SHALL BE 8" DIAMETER FOR PIPE 12 INCHES OR LESS IN DIAMETER, 12" DIAMETER FOR PIPES GREATER THAN 12". 3. GATE SHALL BE JOINED TO TEE SECTION BY BOLTING THROUGH FLANGE. NM 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, VIMSTOP TAB, OR SOME OTHER DEVICE, 6. NEOPRENE RUBBER GASKET REQUIRED BETWEEN RISER MOUNTING FLANGE I AND GATE FLANGE. 7. MATING SURFACES OF LID AND BODY TO BE MACHINED FOR PROPER FIT. OW 8. FLANGE MOUNTING BOLTS SHALL BE 3/8" DIAMETER STAINLESS STEEL. SPIGOT END 9. ALTERNATE SHEAR GATES TO THE DESIGN SHOWN ARE ACCEPTABLE, PROVIDED THEY MEET THE MATERIAL SPECIFICATIONS ABOVE. Wilk Ale PIVOTING FROP-T SHEAR GATE DETAIL so tiADOPTED fl "� CITY OF RENTON 13 � STANDARD PLANS IMO E'N T O 1ST DATE:04/04 8/97 EDIT TITLE DCV DT 4/97 EDIT NOTE 5 DCV DT DATE REVISION BY APPR'D DWG. NAME: B033 SP PAGE: 8033 47. U) a _1 4 e il 1T-A re ta 1...Z la z 5 8 ,c'.e. i• 8 cl)-ft It ct, u) c; E1r—i ,.``Ie1ke 1M1it :1.,0w r-.'-4ux50 Zags` '1z6_.o iis - ZZJ gte,z:inAi 1 ,e, s A, . 24(... 5 • -i}-00 rzi 0 1 '—r 03 PIE v,I• L'- J 0 Z 6" .0 a- Z I-- 1 IN 2 or 0 • fx 0 ? to S to Q. -F2 •>. / \c/ / vir 0 D n .•• 4 - . it =E LU . E.2 XII.8 ... ..-1 g LI' a ANFAL7179.1 S) ACT ffi ; ' I , ) CI D f e 2 5_i a ca ear lov!g --I:D re 5 12 .4 A. < jA 2 V \'‘,A1111r C, Z D C.) or 111 n. ce = Z.3 1.u. 21.1 re ,1 Y/\ vs\ w oz ama z o P. C.) am co ta z a. 0 0a olid/1 z ; ‘ • 1----ti) \ . 0 11117,, zz ... ) ig;x, z x E ‘, ;ii-c /1 ‘ , •c 0 I I 1 f LU 0 a.-'' timinfanssim W' >- we ---_ ...0 xyw 2, NINI Al • sir 3 1 • .`-.2, • z < z, WO 1 Q r.eI I i 6 ¢' 2 so Ns/ /kV 11111.111016 ;=,0 40 1111411111 II 1, to , ...) ... e' 2 02 r. ay :',g 2 al . rc <74 0 IS ASSI.1111001 ORM.11.0 il V...•MI,...3 V 710.1.1011..1.JO VOKIVIAIS I RIVIC011111..•1.1.1V 1.1101.1,11110.XIMI.0.106.14 V 00.11100011 911,1.•I MA.IMP.Mt 1111.1010...MO,41.00.11M.11.01011.9197/071,1.0N•101.1111 M. MO a Aie. ,40/ MANHOLE FRAME AND COVER 6 / SEE DRAWING BR29 ' L (SP PAGE 8074) 12" MAX. 24 mit — ADJUSTMENT (4" MIN.) CONE 'D' rrr • RUBBER GASKETED JOINTS IN ACCORDANCE WITH ASTM C-443 STEPS — 3/4" DEFORMED BAR STEPS SHALL BE INCLUDED 6-1/2" CONCRETE RISER BY PIPE INC., 7' MIN. OR APPROVED EQUAL. ,A, aro 12" (TYP) MAX. PIPE SIZE — `E' ~` LADDER—STD. ALUMINUM OR GALVANIZED STEEL MORTAR FILLET CONCRETE SHELF 1% PRECAST BASE SECTION ,w OR CAST IN SHELF. `B' vie 6" MIN. (TIP) SANITARY VA\ - OL- TYCAL DETAIL NOT TO SCALE 'A' 'B' 'C' 'D' `E' 48" MH 48" 6" MIN. 5"MIN 24" MIN. 21" I.D. 54" MH 54" 8" MIN. 5.5" MIN. 24" MIN. 24" I.D. 60" MH 60" 8" MIN. 6" MIN. 42" MIN. 30" I.D. NOTES: 1. STEPS TO BE 3/4" 0 DEFORMED BAR GALVANIZED SAFETY STEPS OR EQUAL. 2. STEPS ARE TO BE IN PLACE BEFORE MANHOLE SECTIONS ARE INSTALLED. ogi 3. CASTING TO BE PER DRAWING BR29. 4. MANHOLE SECTIONS TO BE OF REINFORCED PRECAST CONCRETE. 5. ALL JOINTS SHALL BE GROUTED. 6. SANITARY SEWER MANHOLES SHALL HAVE ALL INTERIOR SURFACES, INCLUDING CHANNELING, COATED (SEALED) WITH A HIGH SOLIDS URETHANE COATING; WASSER MC—AROSHIELD OR APPROVED EQUAL; COLOR OF COATING SHALL BE WHITE. 7. RUBBER GASKETED JOINTS SHALL BE IN CONFORMANCE WITH ASTM C-443. 8. CHANNEL HEIGHT SHALL BE A MINIMUM OF 3/4 THE INSIDE DIAMETER OF THE LARGEST PIPE. SANITARY MANHOLE 9. CONNECTIONS TO MANHOLE SHALL BE MADE USING GPK ADAPTOR, KOR—N—SEAL BOOTS OR APPROVED EQUAL. TYPICAL DETAIL 10. MANHOLES EQUAL TO AND GREATER THAN 20 FEET DEEP SHALL BE A MINIMUM 60" DIAMETER Mit AND HAVE A "SURETRACK" CLIMBING AND FALL PROTECTION SYSTEM INSTALLED. ADOPTED CITY OF RENTON .0 STANDARD PLANS LST DATE:04/04 04/10/03 Revised notes. ,IDH DMC 10/17/96 Added notes. DCV AG DATE REVISION BY APPR'D DWG. NAME: B071 SP PAGE: B071 r um me ADJUSTING RINGS OR BLOCKS 24" x 6" FRAME AND LOCKING AS REQUIRED. 24„ LID PER DRAWING BR29, rrr — SP PAGE B074 at Ar___PRECAST VALVE ® ® 4" MIN. TO4 CHAMBER CONE ® ® 12" MAX. 1 X R.C.P. OR EQUAL t Q MADAPTOR COLLARID co RUBBER 6" OR 12" PIPE 0 GASKET .iiminomi, 1— iiit 1.. , z In c o p , c , %of L, or Ill f. II , D _ Z > _ CD MIS 48' _ or POURED IN PLACE BASE VW NOTES: tier 1. STEPS TO BE 3/4" 0 DEFORMED BAR GALVANIZED SAFETY STEPS OR EQUAL. 2. STEPS ARE TO BE IN PLACE BEFORE MANHOLE SECTIONS ARE INSTALLED. — 3. CASTING TO BE PER DRAWING BR29. 4. ALL JOINTS SHALL BE GROUTED. 5. SANITARY SEWER MANHOLES SHALL HAVE ALL INTERIOR SURFACES, INCLUDING CHANNELING, US COATED (SEALED) WITH A HIGH SOLIDS URETHANE COATING; WASSER MC-AROSHIELD OR APPROVED EQUAL; COLOR OF COATING SHALL BE WHITE. 6. RUBBER GASKETED JOINTS SHALL BE IN CONFORMANCE WITH ASTM C-443. YW► 7. CHANNEL HEIGHT SHALL BE A MINIMUM OF 3/4 THE INSIDE DIAMETER OF THE LARGEST PIPE. 5. CONNECTIONS TO MANHOLE SHALL BE MADE USING GPK ADAPTOR, KOR-N-SEAL BOOTS OR APPROVED EQUAL. alio SANITARY MANHOLE OW EXTRA SHALLOW TYPE C Or, ADOPTED CITY OF RENTON f STANDARD PLANS LST DATE:04/04 10/17/96 Added notes. DCV AG 3/9/95 Added note. DCV AG DATE REVISION BY APPR'D DWG. NAME: B073 SP PAGE: B073 OW 112"[13mm]LETTERING Ste BOLTHOLES-3 PLCS EQUALLY SPACED 120° IItU Q°'-\y PNTS - DRAI/v APART ON 23 1/16"(586mm)DIA B.C. S T# x BAivuiaw \-° ST /�— OBLILCoa �I 1rr ±// `` RENTON : i // \ AN I AHEAD OF THE CURVE m il ® ;/ DRAIN . (1)1"(25mm) All DIA PICKHOLE COVER BOTTOM VIEW 0 1 1/4'132mm]LETTERING PLAN VIEW 25"DIA. (3)BLT SOC.(ALLEN HEAD) VIIIIIII [635mmj - 1" 5/8"-11 X 1.5 SS —[25mm] RUBBER WASHER 3/4" r 1 [19mm] -I 21/2" 141,-1IF it 8 3/4" C— [222mmJ [64mm] 16`IN TYP rr COVER SECTION VIEW 1 `\E\ EON BOLTING DETAIL WI 26 1/2"DIA _ [673mm] 1111, 25 1/4"DIA (641mm) 1 1/16" 1/4"(6mm)DIA [27mm] NEOPRENE GASKET all S i��i �+ " 1/4" 6" [6mm] 1 1/16" �` [152mm] r [27mm] OW 5l8" 23 3/8"DIA CL OPEN [16mm] IF- [594mm] 1/8" _r [3mm] 27 5/16'DIA 1/8" [694mm] [R3mm] VW 341/8"DIA GASKET GROOVE DETAIL [867mm] NOTES Ms FRAME SECTION VIEW ALL COVERS SHALL BE LOCKING LID PER EASTJORDAN IRON WORKS INC.No.3717C1 OR APPROVED EQUAL. 1St ti o STD. PLAN — 204.50 +14R . PUBLIC WORKS STORM ROUND FRAME AND COVER DEPARTMENT it: rN. p$ MARCH 2008 am m tr y BOL THOLES - 3 PLCS 111 EQUALLY SPACED 120' APART ON 23 1/16' (586nn) \\0 �1,�k% DIA H.C. (SEE DETAIL) `� ,�liein x nurDLow \\ DDLI<EDD ��/I 1 C1 % • �V`\ (// • REN _ 7//-y// ��--\ /// i SEWER �,a `�, '�at �/ �� 0 COVER BOTTOM VIEW WO COVER & FRAME PLAN VIEW r 25' DIA. C635nn] 1' (3) BLT SOC. (ALLEN HEAD) r C25nn] 5/8'-11 X 1.5 SS 3/4' +I +I RUBBER WASHER OS [19nn1 (i/// /.!,,,),/,(171777 �eI w//74 h „'_�` 8 3/4' L 2 1/2' F- [222nn) [64nn] '_=.� se TYP COVER SECTION VIEW 1, \_lam a" EON BOLTING DETAIL 26 1/2' DIA r [6731-in] 25 1/4' DIA _ C641nn] 1 1/16' 1/4' 1 1/16' 1/4' (6nn) DIA C6nn] [27nn] [27nn3 NEOPRENE GASKET ' :.: 6' 1/8' �,% 1.11111111.1111111".................. i C152nn] Cann]1/8' ,I .w 56 ]594A8 23 3/8' CL OPEN [R3nnl [ GASKET GROOVE DETAIL 27 5/16' DIA C694nn] ✓ 34 1/8' DIA [867nn] NOTES: FRAME SECTION VIEW 1. ALL COVERS SHALL BE LOCKING LID PER EAST - JORDAN IRON WORKS INC. No, 371701 OR EQUAL. 2. USE FRAME AND COVER FOR SANITARY (SPECIFY "SEWER"), OR WATER (SPECIFY "WATER"). MO tiSY O STD. PLAN - 401 A© PUBLIC WORKS MANHOLE FRAME AND COVER DEPARTMENT or o MARCH 2008 Mt Mr wrr FIRE HYDRANT SHALL BE COREY-TYPE EQUAL TO IOWA F-5110 OR COMPRESSION TYPE SUCH AS CLOW MEDALLION; M & H 929, MUELLER INN SUPER CENTURION 200, AND WATEROUS PACER WITH 6" MECHANICAL JOINT INLET WITH LUGS. 5-1/4" MAIN VALVE OPENING. TWO 2-1/2" HOSE CONNECTIONS 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 gilt STEEL CABLE. 1-1/4" PENTAGON OPERATING NUT. FIRE HYDRANT TO BE PAINTED WITH TWO COATS OF PAINT. KELLY-MOORE/PRESERVATIVE PAINT No. 5780-563 DTM ACRYLIC GLOSS, SAFETY YELLOW OR APPROVED EQUAL. PUMPER CONNECTION TO FACE ROADWAY OR AS DIRECTED BY RENTON FIRE DEPARTMENT. FIRE HYDRANT EXTENSION TO rrl� BE USED IF REQUIRED. v 18" TO 20" BEHIND BACK OF +rw CURB OR 12" BEHIND BACK OF SIDEWALK THAT IS ADJACENT TO CURB TWO-PIECE CAST IRON VALVE BOX WITH LUG TYPE COVER. EQUAL TO OLYMPIC FOUNDRY CO. STANDARD 8" TOP SECTION via 4.875" x 5" STORZ WITH REGULAR BASE SECTION LENGTH TO FIT. VALVE NUT moo: EXTENSION AS REQUIRED (SEE DWG BR46 / PAGE B090). MAX 4" MIN 2'' _ RAISED PAVEMENT MARKER TYPE 88 MEd / A8 STIMSONITE TWO-WAY BLUE. �- 16110-;tMIIIM 42" MIN CONCRETE BLOCKING 111111 BURY dim MAIN LINE TEE, WITH 6" FLANGE SIDE OUTLET. 6" GATE VALVE (FL X MJ) AWWA C-509, RESILIENT SEAT 6" DUCTILE IRON PIPE, CLASS 52 CEMENT LINED, LENGTH TO FIT 2-3/4" COR-TENSTEEL TIE RODS. SEE STD DETAIL FOR TIE RODS. 16" x 8" x 4" ,INUM / CONCRETE BLOCK UNDER HYDRANT -1/2 YARD WASHED DRAIN ROCK (3"TO 3/8") MIN. 1' ABOVE BOOT FLANGE. PLACE 8 MIL POLYETHYLENE FILM AROUND TOP AND SIDES OF GRAVEL. EIRE - YDRANT ASSEvBLY SIP 'll IIS LEVEL ALL GROUND MIN 3' RADIUS LEVEL ALL GROUND MIN 3' RADIUS Sit 1 III ., 0 '1111111111111.11. 4.875" x 5" r. 6 � STORZ M. ONE MAN ROCK 144 .1111111, 6 I/ ea F LL CUT - YD R A\I T LOCATION N CUT OR P LL FIRE HYDRANT ASSEMBLY DETAIL tar ,s‘ C,) ADOPTED CITY OF RENTON STANDARD PLANS LST DATE:04/04 DATE REVISION BY APPR'D DWG. NAME: B102 SP PAGE: 8102 r air MI 11 d 5 3/4" MN IOWO. ,, 1 15/3 3/3 UN -.1112" �R 6 TYPE C BLOCK al Not to Scale MI del — 1/2" 1/2" -,-- iii =vrr 1 1/2 .r 5 3/4" 60° R R=3/8" (TYP) ,L WIN ' i" _. ist 11 5/5 la : 3121: 41. TYPE A BLOCK Not to Scale BLOCK TRAFFIC CURB ADOPTED NOTE: E6 CITY OF RENTON III 6' LENGTHS ALLOWABLE ONLY WITH APPROVAL OF ENGINEER. STANDARD PLANS '' Y'1°-' LST DATE:04/04 MI DATE REVISION BY APPR'D DWG. NAME: F003 SP PACE: F003 AIIII A N o o g0 �yYo Z0 i N • 4ON Ce t en or .Q 5 .. i `#w" ''r o w < 'a W u L11 0 111 ISI iii 5 vL d p?0 <I' J/ I F� O n Z H.r �bH W a offco a; 8 F aUcn v� k ro o R c au � - z1111 y r o+ 4t, m N d Z m h a 2 c= la$ ' yR 't, Lp E to r c O 5 U tL 3x 0 .► Ngo t z ; In < C m pUZ Q $ Cl 2 y. y a a V/ to IT m u,' a5 ki i f ^ IN 6"i K l�! 1'QVC/%r% ^U H Tye/ 0„ s `j\ • o< � Wm \mo•o W° b a 8 II �ti\\*am 1001/1111Men w 1111 t \/ -- QJ ^ / �\ 'Ylf / ii 7 f`j/ ice` AWN 4 �� \\ W\ ❑ zi K W :o w 9 0 '13C. U K wU '� Ul _ D m /J LL o H U U icy! �Cg 7[ �8 tYi ,i. 4�'' LL w 0 �N W /ri! xU "'i \\�!\ kt Oft iii a It? ON O unnesichan WE SN3H38 TN AB NMVN4 .�rrwu.uvw.v�owa+nw�owruuw.w YVYV49gYl�YvivYMUY�YOOvsW®veiHTMI1vJONYM'YM+3 SroN 7 off _ r o C�S� �8 n IhH !! L o t-'gyp° n Ra'VPq`O�4 . • E — .1 j ( I W F .9"O'17) g e°i, 4 "W W O �"..... ow b b yUz b b yUz �� ,%.,4,1' i e i f 'J: a rlA fi .r ..L` .en + r l IGY . o,. i IFFY.. vow 4 a l ri ! a M n r t U A "y +rr bili A .L I 2 r s L ` III %3 %-, i \", r<d r a r f : �� NF ,1 Mme. b b :ra W b b d $ 4 y 1. titin Aft ‘C ;' <fi Y ow .rr sN3a3e 1119 :A9 NMv a s:, ..o'c,wwvwio�i u. u:. . ,ri uft JO 0 so I 5 O BROOMED FINISH 0" 4" WIDE, SMOOTH O 5' TROWELED PERIMETER 15 0" 5„ 0 4, 5 © CEMENT CONCRETE CURB (CURB AND GUTTER SHOWN) 411111 „ NOT INCLUDED IN BID ITEM 0 as 5 ©: 04 vCONTRACTION JOINT ® IN SIDEWALK ONLY EXPANSION JOINT IN BOTH ww CURB AND SIDEWALK s�a� 441111%.°11414.”. JOINT AND FINISH Ws DETAIL olio SLOPE ROUNDING - VARIES (SEE CONTRACT) WHEN SPECIFIED SIDEWALK MAY BE ADJACENT IN CONTRACT TO A WALL (SEE DETAIL) WY SIDEWALK VARIES ^- 6' - 0" MIN. (SEE CONTRACT) 1111 1/2" R. (TYP.) CURB NOT INCLUDED IN BID ITEM Ma 1/4" PREMOLDED i JOINT FILLER rib CEMENT CONCRETE SIDEWALK ADJACENT TO CURB rig MIN CEMENT CONCRETE SIDEWALK +�+ SHEET 1 OF 3 GSC Y p ADOPTED CITY OF RENTON F ■1r STANDARD PLANS \N O LST DATE: 04/04 DATE REVISION BY APPR'D DWG. NAME: F005 SP PAGE: F005 am 1'- 0" MIN. 6'"1 SIDEWALK air VARIES - 6' - 0" MIN. (SEE CONTRACT) 1/2" R. (TYP.) CURB NOT FPF N� INCLUDED � �� 2% IN BID ITEM SNP 8„ SEE RAISED 1/4" PREMOLDED - • AS EDGE DETAIL JOINT FILLER CEMENT CONCRETE SIDEWALK WITH RAISED EDGE ua SLOPE ROUNDING " VARIES (SEE CONTRACT) WHEN SPECIFIED SIDEWALK MAY BE ADJACENT IN CONTRACT TO A WALL (SEE DETAIL) SIDEWALK 16 1/2" 11x1 VARIES ti 6' - 0" MIN. (SEE CONTRACT) 1/2" R. (TYP.) SEE CURB FACE DETAIL MONOLITHIC CEMENT CONCRETE CURB AND SIDEWALK emr eri SLOPE ROUNDING - VARIES (SEE CONTRACT) WHEN SPECIFIED SIDEWALK MAY BE ADJACENT us IN CONTRACT TO A WALL (SEE DETAIL) SIDEWALK BUFFER STRIP VARIES ^ 5' - 0" MIN. V RIES - 3' - 0" MIN (SEE CONTRACT) (SEE CONTRACT) 1/2" R. (TYP.) CURB NOT INCLUDED 2% 2% IN BID ITEM CEMENT CONCRETE SIDEWALK ADJACENT TO BUFFER STRIP CEMENT CONCRETE SIDEWALK SHEET 2 of 3 \.`t Y 0 ADOPTED CITY OF RENTON STANDARD PLANS N O LST DATE: 04/04 DATE REVISION BY APPR'D DWG. NAME: F005-1 SP PAGE: F005.1 6" wp 1/2„ 1/2" R. LEVEL 1" R. err , 4" 2% C e. NOTE: EXTEND SIDEWALK TRANSVERSE SEE © 6 1/2" JOINTS TO INCLUDE RAISED EDGE CONTRACTION FACE OF CURB err JOINT 5 1/2" 1" RAISED EDGE DETAIL 1" R. 2%S WO -c0 TOP OF ROADWAY 12" ear WALL OR BARRIER SIDEWALK 8" 6 1/2" r1" 1/2" R. NOTE: EXTEND SIDEWALK TRANSVERSE EXPANSION JOINTS TO INCLUDE CURB (FULL DEPTH) vim CURB FACE DETAIL rrr 1/4" PREMOLDED JOINT FILLER er SIDEWALK ADJACENT TO WALL DETAIL OM err 3/8" z 1/8" TO 1/4" wr 2'0 �� TO VIM PREMOLDED JOINT FILLER rrr EO EXPANSION JOINT © CONTRACTION JOINT rrr CEMENT CONCRETE SIDEWALK 'r SHEET 3 of 3 GY 0 ADOPTED CITY OF RENTON STANDARD PLANS ©N T LST DATE: 04/04 DATE REVISION BY APPR'D DWG. NAME: FOO5-2 SP PAGE: FO05.2 err Inv DETECTABLE WARNING 0 PATTERN (SEE DETAIL) Or 0 o Z 4/4/ 3/8" EXPANSION �,, JOINT (TYP.) NW (SEE STD. PLAN F-3) ' 4'-0" 4110 0' O �' MIN. h� O 1 .. \ '' rilkNIN VIMcj' CROSSWALK (TYP.) (SEE STD. PLAN H-5c) tilt PLAN SIDEWALK RAMP TYPE 1A 110 ION Q. 3/8" EXPANSION O JOINT (TYP.) \ NW 2 0. / (SEE STD. PLAN F-3) \ GI slifroorfr..4%,...... DETECTABLE WARNING wYPATTERN (SEE DETAIL) III ®it \ lllf�IIIIIIIIIIiiiIII �� O, , \ 5 O �, ® 5 2' — 0 IIIIIIIIIIIIIIIIIII.,0, :nn CROSSWALK 00°°Itl (SEE STD. PLAN H-5c) lib ISOMETRIC VIEW RAMP DETAIL FOR SIDEWALK RAMP TYPES 1B, 1C, 10 411. NOTES: 1. Avoid placing drainage structures, junction boxes or other obstructions in front of ramp access areas. 2. Detectable warning patterns moy be created by any method that will achieve the truncated dome NO dimensions and spacing shown. 3. Curb and gutter shown, see the Contract Plans for the curb design specified. See Std. Plan F-1 for curb details. as 4. The plan views for SIDEWALK RAMP TYPES 1B, 1C & 1D are provided to define each romp type. See the RAMP DETAIL on this sheet. See Std. Plon F-3 for sidewalk joint placement and details. 5. Ramp slopes shall not be steeper than 12H:1V. SIDEWALK RAMP 6. The designer shall provide to the City the curb ramp type, locotion, elevations, and profiles on the TYPES 1A, 1B, 1C & 1D mg submitted plans of each of the curb romps within the project area. The profiles shall provide enough information to determine the cross slopes and running slopes of each curb ramp and will be checked for ADA SHEET 1 OF 3 compliance. G,VI 0 ADOPTED CITY OF RENTON IND .1 tIR t 'P7, STANDARD PLANS " /\/' ° LST DATE:04/04 9/3/ E06 Added Notes DWG. NAME: F010 SP PAGE: F010 BY DATE REVISION BY APPR'D Irir cm or 4' — 0" MIN. 6' — 0" MIN. LANDING RAMP 2' — 0" Tor two ROP OF 2% ROADWAY ,,.. 7 • , • • .•" . •• • • . • . ..,. . r� A CEMENT CONCRETE SIDEWALK DEPRESSED DETECTABLE WARNING CURB & GUTTER PATTERN (SEE DETAIL) (SEE NOTE 3) ow SECTION A war ow 6'-0" MIN. lor TOP OF 2% 71-I ROADWAY ;21 /— Igo CEMENT CONCRETE WISIDEWALK ,_.\_ CEMENT CONCRETE CURB & GUTTER SECTION B (SEE NOTE 3) ow tot 10' — 0" MIN. imp TOP OF IF 2% ___44 • • _ ai — :11M /— / ROADWAY ow . ' D / T • CEMENT CONCRETE AO SIDEWALK CEMENT CONCRETE CURB & GUTTER SECTION 0 (SEE NOTE 3) as SIDEWALK RAMP TYPES 1A, 1B, 1C & 1D yr SHEET 2 of 3 ti`S Y p � ADOPTED CITY OF RENTON i 4 iill ,A— STANDARD PLANS .� N T O LST DATE:04/04 DATE REVISION BY APPR'D DWG. NAME: F010-1 SP PAGE: F010.1 ■r RADIUS POINT OF I' SIDEWALK RAMP AND lail CURB RETURN (TYP.) BACK EDGE OF SIDEWALK IS PARALLEL •41110 �I' TO APPROACH ROADWAY (TYP.) ' ' NI ' '*Si NIP I I • AIJ I 'tk'i Atel ,.,. tyiiiii �� SEE RAMP DETAIL 1���� OP Mb. =MEM= SEE RAMP DETAIL __ (TYP.) -- IMO PLAN PLAN SIDEWALK RAMP TYPE 1C SIDEWALK RAMP TYPE 1D NO OBI DETECTABLE WARNING PATTERN AREA OSHALL BE YELLOW, IN COMPLIANCE 0 J WITH STD. SPEC 8-14.3(3) 4 tilli L A B I RAMP 0 OilI = 0 I I 0 MIN. MAX. Itli A 1 o I' B A 1 5/8" 2 3/8" "_ � @ B 5/8 /2,: err _ PLAN C 7/16" 3/4" 10.°► C D 7/8" 1 7/16" ea mill SEE RAMP DETAIL (TYP.) 111 �� D TRUNCATED DOMES (SEE NOTE 2) NW ELEVATION DETECTABLE WARNING PATTERN DETAIL PLAN SIDEWALK RAMP TYPE 1B am SIDEWALK RAMP TYPES 1A, 1B, 1C & 1D wit SHEET 3 of 3 ti`S Y p ADOPTED L A CITY OF RENTON + - + i P STANDARD PLANS - N T� LST DATE: 04/04 DATE I REVISION ' BY APPR'D DWG. NAME: F010-2 SP PAGE: F010.2 411111 110, .1 ,7 111 c / 10 nnnunmmmmmnummmmmmmmmmmmnnunnm" DETECTABLE WARNING PATTERN (SEE DETAIL) ISOMETRIC VIEW RADIUS POINT OF SIDEWALK RAMP AND CURB RETURN I .RAMP CENTERLINE O *4110 O 8" EXPANSION JOIT (TYP (SEE STD. PLAN F-3) a1i CEMENT CONCRETE ^D/A0' PEDESTRIAN CURB � o m a�Yr �: sN° O I SEE CONTRACT FOR CROSSWALK (TYP.) CURB RETURN RADIUS (SEE STD. PLAN H-5c) SIDEWALK RAMP TYPE 2A PLAN NOTES: irrr 1. Avoid placing drainage structures, junction boxes or other obstructions in front of ramp access areas. 2. Detectable warning patterns may be created by ony method that will achieve the truncated dome dimensions and spacing shown. The detectable warning pattern area y�rl shall be yellow, in compliance with Std. Spec. 8-14.3(3) 3. Curb and gutter shown, see the Contract Plans for the curb design specified. See Std. Plan F-1 for curb details. SIDEWALK RAMP 4. See Std. Plan F-3 for sidewalk joint placement and details. TYPES 2A & 2B 5. Ramp slopes shall not be steeper than 12H:1V. SHEET 1 OF 3 tiSY p ADOPTED 6. The designer shall provide to the City the curb ramp type, location, elevations, C �� CITY OF RENTON and profiles on the submitted plans of each of the curb ramps within the project ♦ • Vial area. The profiles shall provide enough information to determine the cross slopes and STANDARD PLANS running slopes of each curb ramp and will be checked for ADA compliance. N.CO LST DATE: 04/04 9/3/2006 Added Note 6 DCV JF DATE REVISION BY APPR'D DWG. NAME: F011 SP PAGE: F011 war t OP RADIUS POINT OF SIDEWALK RAMP AND CURB RETURN 1113) R top O DETECTABLE WARNING PATTERN (TYP.) tall (SEE DETAIL) 0 io 2'--0-, V/10 RAMP CENTERLINEO j/P. .; ., , 2-6 ... / „ty, 0 CEMENT CONCRETE 41/tPr410I IWO PEDESTRIAN CURB (SEE STD. PLAN H- c) CROSSWALK (TYP.) 6• ON 0 , ,s4:0,ti <2? c,;;000 -.00.1,00 O 9,1 2r-6" y 3/8" EXPANSION JOINT (TYP.) 5-O (SEE STD. PLAN F-3) SEE CONTRACT FOR CURB RETURN RADIUS NW 1 111 Or tat Mi.. . °I1 II. ill I.°1114 11111111MMIt SIDEWALK RAMP TYPE 23 leg B PLAN 11111 \ D RAMP I Mil T 0 + a MIN. MAX. ELEVATION D 1 5/8" 2 3/8" D I ,. _ E TRUNCATED DOMES (SEE NOTE 2) E 5/8" 1 1/2" VW �/' �// DETECTABLE WARNING PATTERN DETAIL F 7/16" 3/4" PLAN G 7/8" 1 7/16" 1 _ F NW a A MP SIDEWALK RAMP gutTYPES 2A & 2B SHEET 2 of 3 Gti` Y p ADOPTED CITY OF RENTON VW � + ,P7 STANDARD PLANS •'N T O LST DATE:04/04 DATE REVISION BY APPR'D DWG. NAME: F011-1 SP PAGE: F01 1.1 ar 6'-0" MIN. TOPOF 2% � ROADWAY CEMENT CONCRETE SIDEWALK \ CEMENT CONCRETE CURB & GUTTER rib SECTION (SEE NOTE 3) 6" 6'-0" MIN. LANDING vitt 2'-0" / FLUSHTOP OF ROADWAY 2% irll' DEPRESSED CEMENT CURB & GUTTER CEMENT CONCRETE O CONCRETE (SEE NOTE 3) PEDESTRIAN CURB SIDEWALK (SEE STD. PLAN F-1) DETECTABLECTA (SEE DETAIL) WARNING SECTION OB PATTERN VARIES - VARIES 3'-0" TO "A" 2'-6" TO "C" ti TYPE 2A " TYPE 2B VARIES - 6'-0" TO "B" VARIES - 6'-0" TO "B" RAMP RAMP �IIr I 6" 6 liallt 3/8" EXPANSION JOINT (TYP.) LANDING (SEE STD. PLAN F-3) SECTIONCO RADIUS A B C (AT CURB FACE) 20 FEET 4' - 5 1/4" 8' - 10 1/2" 3' - 8 1/2" 30 FEET 3' - 10" 7' - 8" 3' - 2 1/4" 40 FEET 3' - 7" 7' - 2" 3' - 0" 50 FEET 3 - 51/2" 6' - 103/4" 2' - 101/2" rI1 60 FEET 3' - 4 1/2" 6' - 8 3/4" 2' - 9 1/2" 70 FEET 3' - 33/4" 6' - 71/2" 2' - 9" SIDEWALK RAMP 80 FEET 3' - 3 1/4" 6' - 6 1/2" 2' - 8 1/2" TYPES 2A & 213 90 FEET 3' - 2 3/4" 6' - 5 1/2" 2' - 8 1/4" SHEET 3 of 3 ti p ADOPTED 100 FEET 3' - 21/2" 6' - 5" 2' - 8" V A CITY OF RENTON • Vet INTERMEDIATE RADII CAN BE INTERPOLATED - STANDARD PLANS <,1\7' " LOT DATE:04/04 DATE REVISION BY APPR'D DWG. NAME: F011-2 SP PAGE: F01 1.2 1 iT, o 0 s zs g w 4, a U p MP Kw I .I Z I I C9 c alin I I CD oZ 11 g ing 'om I O Zp I Z I . lei op fj W V '' a 6 aw I �I WLL 1i 6 H _� I : I I I n.g 1 II5 — 2 AL A, — LID .N M CC c 0 ° b U ° m W `o asa Zre ° (1H013H 1f10AV1) `O f O W .B/G s fiTs ca O �:.� a U a' - c C Nme s ° m m > iE INS oQ IW. a. 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IOW TWO—WAY LEFT TJR\ LANE • • • • • • • • • • • • • • • • • • Fi d4„ — • • •• • • • 1- 9' 1 15' 737._ 4" YELLOW TYPE 'Ild' LINE MARKERS (REEL.) 12' 4" YELLOW TYPE 'I' LINE MARKERS • • • • • • • • • • • • • • • • • • • • • • • • • 0', • • • tow 'r" \ JMBER O- 2— WAY LEFT TURN ARROWS SPEED LIMIT 25 MPH 200' O.C. SPEED LIMIT 30-35 MPH -- 250' O.C. SPEED LIMIT 40-45 MPH -- 300' O.C. IOW pti � STD. PLAN — 109 �N + PUBLICDEPARTMENT WORKS CHANNELIZATION MARKERS DETAIL MAY 2009 taw rr rr sr A»BOAC— LIN= 8" err 3 24' 4" WHITE TYPE 'I' LINE MARKERS err 4" WHITE TYPE 'Ile' LINE MARKERS (REFL.) Mit NUMBER AND LOCATIONS OF ARROWS O R APPROACH LINE LENGTH ARROW LOCATIONS 20'-50' 1 ARROW (20' BACK FROM CROSSWALK OR STOP BAR) +rr 50'-125' 2 ARROWS (20' BACK & END OF APPROACH LINE) 125'-300' 3 ARROWS (20' BACK, MIDWAY & END OF LINE) ARROWS OVER 300' AT 100' INTERVALS rr, SKID A»BOAC— LINE 9' 15' 3' 4" WHITE TYPE 'I' Wr. LINE MARKERS 4" WHITE TYPE 'Ile' LINE MARKERS (REFL.) tio LANE LINE 4ter , . . . 7, . . . } +.r - 9' 15' 3' 4" WHITE TYPE 'I' LINE MARKERS 4" WHITE TYPE 'Ile' LINE MARKERS (REEL.) Alt Y STD. PLAN — 109.1 err �a �+ PUBLIC WORKS CHANNELIZATION + DEPARTMENT MARKERS DETAIL Fiv.tO MAY 2009 L L } I City of Renton Contract Documents for Rainier Ave S (SR 167)Improvements Project Phase 1: Shattuck Ave S Stormwater Bypass APPENDIX C Contractor Requirements for Work on BNSF Railway Company Property I I I it es EXHIBIT "C" CONTRACTOR REQUIREMENTS NMI 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 construction of the Shattuck Avenue S Stormwater Access Project. • 1.01.02 The Contractor must execute and deliver to the Railway duplicate copies of the Exhibit "C-1" 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. Railway will have the right to stop construction work on the Project if any of the following events take place: (i) Contractor (or any of its subcontractors) yr performs the Project work in a manner contrary to the plans and specifications approved by Railway; (ii) Contractor(or any of its subcontractors), in Railway's opinion, prosecutes the Project work in a manner which is hazardous to Railway property, facilities or the safe and expeditious movement of railroad traffic; (iii) the insurance described in the attached Exhibit C-1 is canceled during the course of the Project; or(iv) Contractor fails to pay Railway for the Temporary Construction License or the Easement. The work stoppage will continue until all necessary actions are taken by Contractor or its subcontractor to rectify the situation to the satisfaction of Railway's Division Engineer or until additional insurance has been delivered to and accepted by Railway. In the event of a breach of (i) this Agreement, (ii) the Temporary Construction License, or (iii) the Easement, '•' Railway may immediately terminate the Temporary Construction License or the Easement. Any such work stoppage under this provision will not give rise to any liability on the part of Railway. Railway's right to stop the work is in addition to any other rights Railway may have including, but not limited to, actions or suits for damages or lost profits. In the event that Railway desires to stop construction work on the Project, Railway agrees to immediately notify the following individual in writing: • 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 OW 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 •rr 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. war • 1.01.06 The Contractor must notify the City of Renton and Railway's Manager Public Projects, telephone number 206-625-6146 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 rr. a a • 1.01.07 For any bridge demolition and/or falsework above any tracks or any excavations located with any part of the excavations located within, whichever is greater, twenty-five (25) feet of the nearest track or intersecting a slope from the plane of the top of rail on a 2 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 I the Railway five sets of working drawings showing details of construction 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. For all excavation and shoring submittal plans, the current "BNSF-UPRR Guidelines for Temporary Shoring" must be used for determining the design loading conditions to be used in shoring design, and all calculations and submittals must be in accordance with the current "BNSF-UPRR Guidelines for Temporary Shoring". All submittal drawings and calculations must be stamped by a registered professional engineer licensed to practice in the state the project is located. All calculations must take into consideration railway surcharge loading and must he 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. • 1.01.08 Subject to the movement of Railway's 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 must 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 a • 1.03.01 The Contractor must take protective measures as are necessary to keep railway facilities, including track 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 The Contractor must notify the Railway and provide blasting plans to the Railway for review seven (7) calendar days prior to conducting any blasting operations adjacent to or on Railway's Property. • 1.03.03 The Contractor must abide by the following temporary clearances during construction: ■ 15' Horizontally from centerline of nearest track a • 21'-6" Vertically above top of rail • 27'-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 a a • 1.03.04 Upon completion of construction,the following clearances shall be maintained: ■ 25' Horizontally from centerline of nearest track err • 23'-3' " 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 Authority's approval. ago • 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. rrr • 1.03.07 The details of construction 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. ar. • 1.03.08 At other than public road crossings, the Contractor must not move any equipment or materials across Railway's tracks until permission has been obtained from the Railway. The Contractor must obtain a tele "Temporary Construction 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 constructed and, at the completion of the project,removed 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 .rr 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. Ys • 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 mop 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 i. 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.contractororientation.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. rr r. 3 1.05 Railway Flagger Services: r • 1.05.01 The Contractor must give Railway's Roadmaster (telephone 206-625-6462) a minimum of thirty (30) calendar days advance notice when flagging services will be required so that the Roadmaster can make appropriate arrangements (i.e., 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. • 1.05.02 Unless determined otherwise by Railway's Project Representative, Railway flagger 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: • 1.05.02a When, upon inspection by Railway's Representative, other conditions warrant. • 1.05.02b When any excavation is performed below the bottom of tie elevation, if, 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. • 1.05.02c1 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. ili>r • 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. Si • 1.05.03b Each time a flagger is called,the minimum period for billing will be the eight(8)hour basic day. a • 1.05.03c The cost of flagger services provided by the Railway will be borne by the City of Renton. The estimated cost for one (1) flagger is approximately between $800.00-$1,600.00 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 flagger includes vacation allowance, paid holidays, Railway and unemployment insurance, public liability and property damage insurance, health and welfare benefits, vehicle, transportation, meals, lodging, radio, equipment, supervision and other costs incidental to performing flagging services. 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. a • 1.05.03d The average train traffic on this route is 1 freight train per 24-hour period at a timetable speed of 10 MPH. I 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. 4 • 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 flagger, as applicable, and include the procedures the Contractor will use to protect its employees, subcontractors, agents or NE invitees from moving any equipment adjacent to or across any Railway track(s). • 1.06.03 Workers must not work within 25 feet of the centerline of any track without an on track safety rim strategy approved by the Railway's Project Representative. When authority is provided, every contractor employee must know: (1) who the Railway flagger is, and how to contact the flagger, (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 flag/work limits that were not previously job Illi briefed, must notify the flagger immediately,and be given a job briefing when working within 25 feet of the center line of track. Alb • 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. r • 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 rr. 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 wW 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 Railway's 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 Railway's 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 shoe 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 paragraph,the web site will govern.) • 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 OR TEMPORARY CONSTRUCTION CROSSING, 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 i. 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 Railway's Property must be left inoperable and secured against movement. (See internet Engineering Contractor Safety Orientation program for more detailed 5 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. I • 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 disruption of service to users. Delays and disruptions to service may cause business interruptions involving loss of revenue and profits. Before commencing excavation, the Contractor must contact BNSF's Field Engineering Representative (Rusty 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. • 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. a 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 1(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. l 1.09 Personal Injury Reporting • 1.09.01 The Railway is required to report certain injuries as a part of compliance with Federal Railroad ii Administration(FRA)reporting requirements. Any personal injury sustained by an employee of the Contractor, 6 �rrr subcontractor or Contractor's invitees while on the Railway's Property must be reported immediately (by phone mail if unable to contact in person) to the Railway's representative in charge of the project. The Non-Employee 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. wr IMO rrr ,rr wr +�r rrr tie +r+ MO.ir irr rr 0111110 7 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) IYi 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) l 1. Description of Accident(To include location,action,result,etc.): 1114 12. Treatment: S ? First Aid Only ? Required Medical Treatment ? Other Medical Treatment 13. Dr.Name 30.Date: 14. Dr.Address: Street: City: St: Zip: 15. Hospital Name: S 16. Hospital Address: Street: City: St: Zip: 17. Diagnosis: FAX TO RAILWAY AT(817)352-7595 AND COPY TO RAILWAY ROADMASTER FAX 1111 1 8 S .r. OW LAW DEPARTMENT APPROVED EXHIBIT "C-1" Agreement Between yr BNSF RAILWAY COMPANY and the CONTRACTOR BNSF RAILWAY COMPANY Attention:Manager Public Projects Railway File: ew Agency Project: Gentlemen: rr The undersigned (hereinafter called, the "Contractor"), has entered into a contract (the "Contract") dated , 20 with the City of Renton, Washington for the performance of certain work in connection with the following project: Shattuck Avenue S Stormwater Bypass Project. Performance of such work will Imo necessarilyrequire contractor to enter BNSF RAILWAY COMPANY ("Railway") of wayand property 9 (" Y") right P P Y ("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. 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 rr agree with Railway as follows: Section 1. RELEASE OF LIABILITY AND INDEMNITY Or 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 VIP 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 be valid and enforceable only to the extent of the negligence of the Contractor,its subcontractors,agents or employees. was 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 wr 1 ow ar a 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. ill 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 a Contractor must, at its sole cost and expense,procure and maintain during the life of this Agreement the following insurance coverage: MI A. Commercial General Liability insurance. This insurance must contain broad form contractual liability with a combined single limit of a minimum of $2,000,000 each occurrence and an aggregate limit of at least $4,000,000. 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: • 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 a compensation law or similar law. • 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. • Any exclusions related to the explosion,collapse and underground hazards must be removed. No other endorsements limiting coverage as respects obligations under this_Agreement may be included on the policy. iM 2 IMO • 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 N ♦ Any and all vehicles owned, used or hired C. Workers Compensation and Employers Liability insurance including coverage for,but not limited to: • '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. rrr D. Railroad Protective Liability insurance naming only the Railroad as the Insured with coverage of at least$2,000,000 per occurrence and$6,000,000 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) iso • 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 two under this Agreement Other Requirements: sr All policies (applying to coverage listed above) must not contain an exclusion for punitive damages and certificates of insurance must reflect that no exclusion exists. err 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. Contractor's insurance policies through policy endorsement, must include wording which states that the policy is primary and non-contributing with respect to any insurance carried by Railroad. The certificate of insurance must reflect that the above wording is included in evidenced policies. rrr All policy(ies) required above (excluding Workers Compensation and if applicable, Railroad Protective) must include a severability of interest endorsement and Railroad must be named as an additional insured with respect to work performed under this agreement. Severability of interest and naming Railroad as additional insured must be indicated on the certificate of insurance. rr 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 insurance will be covered as if contractor elected not to include a deductible,self-insured retention or other financial responsibility for claims. "'r Prior to commencing the Work, contractor must furnish to Railroad an acceptable certificate(s) of insurance including an original signature of the authorized representative 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 YID at least 30 days prior to any cancellation, non-renewal, substitution or material alteration. This cancellation ✓r 3 rw S 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: Todd Kuhn ai Manager Public Projects 2454 Occidental Ave S Suite 1 A Seattle,WA 98134 l 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 40 service is to be provide. a 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. a 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 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 a 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, a 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. S 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. a 4 a nip +rr 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 incentive/penalty 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 cow 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. to 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. Contractor and its subcontractors must give Railway's representative four (4) 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 air 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 ems 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: Title: Manager Public Projects arr Contact Person: Accepted and effective 20 . rr Address: City: State: Zip: Fax: ri Phone: E-mail: 1111111 +rr too 5 wrr NIP 1110 110 oil vii w tio City of Renton Contract Documents for Rainier Ave S (SR 167)Improvements Project Phase 1: Shattuck Ave S Stormwater Bypass I APPENDIX D Soil Investigation L I I I I I I I t, err 1110 0 1 i i i 7 i 1 /\\ i 3 1 1 1 ,.4....•.. Shattuck Avenue South Q,0I.-., f,' -, r' m.:,3:..1:i.;.t•','i-,,:-';,:,'_;,r'; r:,.,.'„.^,; L. r1,I .. F,-,,,,,' ,4-,:-`--7,/,, S'.„.‹,',--,.'..„'4,- -,•,,,e,r,4.<c _-„ -, n Baseline Geotechnical Summary Report December 16, 2008 • : ' m S , — _ r . V Ni • ,. , , :'' 4..*,------- ' 0: 400 ear - '''''' am Prepared for: ie dui COBS A S SDna-MsPucrije(AIMP.AtaEs-rF IrCeEad°sr rMi ) by:s JA /Co ta owe Engineers Jacobs Associates 1109 First Avenue 4,0 • • - Suite 501 - am ow Seattle, WA 9810J0b418878 4129 vie v. Distribution To: Eric Crowe&Atilla Laslow di DMJM Harris (AECOM) From: Frank Pita,PE, LHG Jacobs Associates Prepared By: Carol Ravano,PE tio Jacobs Associates Joe Schrank,PE Jacobs Associates Phaidra Campbell Jacobs Associates err Reviewed By: Carol Ravano, PE Jacobs Associates vii ail S 111. 100 rl Ii a rr Table of Contents 1 Introduction 1 1.1 General 1 1.2 Project Description 1 1.3 Authorization 2 1.4 Field Investigation 2 1.5 Laboratory Investigation 3 2 Existing Conditions 5 2.1 Surface Conditions 5 2.2 Geologic Setting 5 2.3 Subsurface Conditions 6 2.4 Groundwater Conditions 7 3 Conclusions and Recommendations 10 .r 3.1 Seismic Considerations 10 3.2 Pipe Bedding and Support 11 3.3 Pipe Trench Backfill 11 3.4 Excavation and Temporary Shoring 12 3.5 Lateral Earth Pressures for Temporary Braced Shoring 13 wY. 3.6 Dewatering 14 3.7 Site Drainage and Erosion Considerations 16 3.8 Pavement Restoration 16 3.9 Fill Placement and Materials 17 3.10 Specification Review 18 4 Closing 19 5 References 20 NMI NMI r Baseline Geotechnical Summary Report sty Rev. No. 1 December 16, 2008 ii a List of Tables a Table 1. Laboratory Testing Summary Table 2. Water Level Elevations in Project Vicinity i1 Table 3. Groundwater Quality Table 4. Pump Test Data for BH-5 Table 5. Flow Estimates for BH-5 and BH-6 aii List of Figures a Figure 1. Vicinity Map Figure 2. Site Plan S List of Appendices wit Appendix A Boring Logs Appendix B Laboratory Test Results Appendix C Previous Explorations and Laboratory Testing from Jacobs Associates (2007) lig Appendix D Previous Explorations and Laboratory Testing from HWA(2003) Appendix E Previous Laboratory Testing and BH-5 Pump Test Results from HWA (2004) Appendix F Lateral Earth Pressures for Temporary Braced Shoring from HWA (2003) liar ail■r S Baseline Geotechnical Summary Report a Rev. No. 1 December 16, 2008 iii a MO AM 1 Introduction """ 1.1 General At the request of DMJM Harris/AECOM (DMJM), Jacobs Associates performed a geotechnical investigation for the proposed Shattuck Avenue Storm Drain Diversion in Renton, Washington. The purpose of the investigation was to explore and evaluate the subsurface conditions at the project site and provide geotechnical engineering and hydrogeological recommendations for the design and construction of the geotechnical and dewatering aspects of the project. This report presents the data from our field investigation and limited geotechnical recormnendations for the shoring and dewatering of the site. The water quality data in this report was provided by Cooper Zietz Engineers (CZE), who is part of the project team. ow 1.2 Project Description The project location is shown on the Vicinity Map in Figure 1. The Shattuck Avenue Diversion is a 36-inch to 48-inch diameter stonn drain proposed to run along Shattuck Avenue South between South 4th Place and South 7th Street in Renton. This storm drain will provide gravity conveyance to the pump err station on Rainier Avenue. Previous engineering reports on this project include: .r. • Groundwater Sampling and Analysis, Shattuck Avenue, Renton, Washington, from CZE, dated 27 October 2008; • Geotechnical Engineering Report, Shattuck Avenue Storm Drain Diversion, Renton, Washington, .r. by Jacobs Associates, dated 18 June 2007; • Shattuck Avenue Diversion Feasibility Study by RoseWater Engineering, dated 17 April 2007; • Excavation Dewatering Estimates, SW 71h Street Storm Drain Replacement, Renton, Washington, by HWA GeoSciences,dated 18 February 2004; • Geotechnical Report, SW 71h Street Storm Drain, Renton, Washington, by HWA GeoSciences, dated 14 March 2003; • SW 7'h Street Storm Drainage Improvement Project Pre-Design Analysis by Gray & Osborne in 2003. a.. The pre-design report by Gray & Osborne, dated 2003, describes the Shattuck Avenue storm drain pipe improvements as consisting of a 48-inch pipe between South 7th and South 6th Streets, and a 36-inch pipe between South 6th and South 2"d Streets. The RoseWater feasibility study only considered storm drain construction north to South 4th Place, since that is the point where flows would be diverted away from the Rainier Avenue pump station. The other reports listed above are discussed and referenced where relevant. •r The RoseWater feasibility study shows the new pipe on the west side of Shattuck Avenue to align with the existing vault connection to the 60-inch diameter storm drain in South 7th Street, and to minimize conflicts with the existing utilities. The feasibility study uses a slope of 0.29% for the new pipe, which AO results in a pipe invert depth between 9.5 and 10.5 feet below the existing ground surface(bgs). This storm drain project is associated with the replacement of the BNSF railroad bridge over Shattuck Avenue South, and other improvement projects by the City of Renton and BNSF in the project vicinity, particularly along Rainier Avenue South and Hardie Avenue Southwest. wr arr 1.3 Authorization Our work was performed in general accordance with our proposal letter submitted to Mr. Aaron Silver of 1111. DMJM. Notice to proceed for this investigation was received on 20 April 2007, and a work plan for the geotechnical investigation was submitted to Aaron Silver, P.E., and Rex Meyer, P.E., of DMJM on 2 May 2007. Since that time, the scope of work and budget has been amended. The current DMJM Harris/AECOM project manager is Eric Crowe. This report has been prepared for the exclusive use of DMJM Harris/AECOM and its authorized agents for specific application to this project in accordance with generally accepted geotechnical/civil engineering practices. girt 1.4 Field Investigation A site reconnaissance was performed on 3 May 2007 by Joe Schrank, P.E., and Carol Ravano, P.E., of Jacobs Associates with Ken Valder, P.E., of CZE. The site reconnaissance was conducted to evaluate access and set-up conditions, and to locate and mark the preliminary boring locations. We coordinated the utility locate request and traffic control plans after marking the boring locations. A follow-up site visit was performed by Joe Schrank, P.E., to check for any utility conflicts at the proposed boring locations. The field investigation consisted of advancing two geotechnical borings (designated JA-1 and JA-2) along the proposed storm drain alignment. A City of Renton Right-of-Way(ROW)Use permit was obtained by Jacobs Associates prior to beginning the subsurface explorations. The boring locations are shown on Figure 2. JA-1 was located between Houser Way South and South 6th Street on the west side of Shattuck Avenue South. JA-2 was located between South 6th Street and South 7th Street on the west side of Shattuck Avenue South. Both borings were drilled on City of Renton ROW. The drilling was performed on 5 May 2007 by Holocene Drilling of Fife, Washington under subcontract to Jacobs Associates. The borings were drilled with a truck-mounted Diedrich D-120 drill rig using hollow stem augers with a 4.25-inch inside diameter drill bit. A representative of CZE was onsite during drilling to perform photo ionization detection (PID) and environmental contamination testing on the soil samples. The Photo Ionization Detector(PID)is a portable vapor and gas detector that detects a variety of organic compounds. Standard Penetration Tests (SPT) were performed at 5-foot intervals using a standard 2-inch inner diameter split-barrel sampler advanced with a 140-pound automatic-trip hammer falling a distance of 30 inches for each strike in accordance with ASTM D-1586. The number of hammer blows for each six inches of penetration was recorded. The standard penetration resistance (N) of the soil is calculated as the sum of the number of blows required for the final 12 inches of sampler penetration. If 50 blows of the hammer occur in less than 6 inches of sampler advancement, the test is terminated and the blow count is recorded as 50 blows for the number of inches of penetration that occurred. The N-value is an indication a of the relative density of granular soils and the relative consistency of cohesive soils. Soil cuttings from both borings were drummed and removed from the site by the driller. In addition, one Shelby Tube sample (thin-wall sample) was taken in JA-1 at a depth of 9 to 11.5 feet. The location of the Shelby Tube sample is shown on the summary boring logs in Appendix A. Shelby Tubes have an inside diameter of 2.0 inches and use 16 gage (0.0578 inches) to 18 gage (0.0451 inches) wall thickness tubes advancing a 30-inch section of tubing ahead of the sampler, recovering a 30-inch long sample. Instead of driving the sampler into the ground, the weight of the drill rig is placed on the sampler and presses it into the soil. Baseline Geotechnical Summary Report Rev. No. 1 December 16,2008 2 111111 00 arr The borings were drilled under the full-time observation of an engineer from Jacobs Associates. The soil conditions were examined and logged by the engineer during drilling. Sample depths, stratigraphy, groundwater occurrence, and soil engineering characteristics were recorded. Representative samples w obtained from the SPT's were placed in plastic bags and taken to Jacobs Associates (formerly Milbor-Pita &Associates) office in Woodinville for further examination. Summary boring logs are presented in Appendix A. The stratigraphic contacts indicated on the 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 location and times. If variations in the subsurface conditions are evident during construction, it may be necessary to re-evaluate the recommendations presented in this report. ,,,, Upon completion of the drilling and sampling in each boring, water monitoring wells were installed with 2-inch diameter Schedule 40 PVC pipe. In JA-1, the screen was placed from 5 to 15 feet and sand was brought up to 2 feet bgs. In JA-2, the screen was placed from 3 to 10 feet bgs and sand was brought up to 2.5 feet bgs. The monitoring wells are graphically represented on the summary boring logs in Appendix A. Previously completed boring logs by Jacobs Associates in the project vicinity are included in Appendix C +�► and include borings MP-1 and MP-2 that were in the "Geotechnical Engineering Report, BNSF Shattuck Avenue South, Railroad Bridge Replacement, Renton, Washington" by Jacobs Associates, dated 24 May 2007. Borings were also previously completed in the vicinity of the project area by HWA GeoSciences Inc. (HWA), and included in their 14 March 2003 geotechnical report. Jacobs Associates did not have the opportunity to review the HWA report for our 18 June 2007 geotechnical report, since the HWA report NIP was provided subsequently. HWA drilled seven exploratory borings, designated BH-1 through BH-7, in the eastbound and westbound lanes of SW 7th Street between Lind Avenue and Burnett Avenue. BH-5 was located just west of the intersection of Shattuck Avenue South and South 7th Street, and BH-6 was just east of that intersection. Both BH-5 and BH-6 extended to a depth of 31.5 feet below the existing ground surface (bgs). Summary boring logs for BH-5 and BH-6 are included in Appendix D. its 1.5 Laboratory Investigation Laboratory tests were performed on selected samples in general accordance with ASTM guidelines to characterize engineering and index properties of the soil. These tests included grain size distribution, Atterberg Limits determination, and one-dimensional consolidation tests, ASTM D-422, D-4318, and D- 2435, respectively. The lab tests were performed at a geotechnical soils laboratory in Lynnwood, Washington. A summary of the samples tested and lab tests performed, including on selected samples 401 from MP-1 and MP-2 in Jacobs Associates (2007), is presented in Table 1 below. The lab test results are presented in Appendices B and C. Laboratory tests were also performed on selected samples by HWA for their 2003 geotechnical report and their 2004 dewatering evaluation. A summary of these tests on BH-5 and BH-6 is also included in Table 1 and the lab test results are presented in Appendices D and E. 410 +r Baseline Geotechnical Summary Report Rev. No. 1 ler December 16,2008 3 .r mil me Table 1. Laboratory Testing Summary ski Boring Sample No. Depth(feet) Lab Test Performed S-2 5—6.5 Grain Size a JA-1 S-3 7.5—9 Atterberg Limits S-4 9— 11.5 1-D Consolidation (Shelby Tube) atri S-2 5—6.5 Grain Size JA-2 S-3 7.5—9 Atterberg Limits S-5 15— 16.5 Atterberg Limits S-6 20—21.5 Grain Size MP-1 SH-7 25—27.5 1-D Consolidation maiii,, (Shelby Tube) S-5 17.5— 19 Grain Size MP-2 SH-1 20 -22.5 1-D Consolidation Shelby Tube) S-7B 28.5—29 Grain Size 4110 S-2 5—6.5 Grain Size' HWA BH-5 S-3 7.5—9 Grain Size' S-4 10— 11.5 Grain Size' iii S-9 25—26.5 Grain Size2 HWA BH-6 S-3 7.5 - 9 Grain Size' S-4 10— 11.5 Atterberg Limits' Notes: 1.From HWA,2003. 2. From HWA,2004. a , a ilii a as is SS Baseline Geotechnical Summary Report Rev. No. 1 December 16, 2008 4 1* tili OW OW 2 Existing Conditions 2.1 Surface Conditions out Shattuck Avenue South is a well traveled, two-lane roadway near downtown Renton in a residential and light commercial area. The proposed storm drain pipe considered in this report runs on Shattuck Avenue South from South 4th Place to South 7th Street. South 4th Place ends in a T-intersection at Shattuck Avenue South. On the southwest corner of the intersection of Shattuck Avenue South and South 4th Place so is a strip mall consisting of single story buildings with limited parking around them. On the southeast corner is an office building with surface parking. The BNSF railroad bridge, which was redesigned and replaced in 2008, extends over Shattuck Avenue South immediately north of Houser Way South. .rr On the south side of the bridge, both Houser Way South and South 6th Street end in T-intersections at Shattuck Avenue South. On the east side of Shattuck Avenue South, south of Houser Way South, there alb are residential single-family and multi-family dwellings. South of South 6th Street, there are residential single-family and multi-family dwellings on both sides of Shattuck Avenue South. The site is generally flat. The railroad embankment is approximately 7.5 feet above the existing ground surface in the area of the bridge. The surrounding area is paved and/or developed. According to Derek Akesson,P.E., at the City of Renton and the City's records,the pavement on Shattuck Avenue is asphaltic concrete pavement(ACP), except for the roadway section underneath the BNSF bridge from Houser Way 'O South to South 4th Place, which is Portland cement concrete pavement (PCC). Based on our borings in the area, the ACP is approximately one to two inches thick. so According to the RoseWater feasibility study, there are multiple utilities located under Shattuck Avenue South, including a 16-inch water main on the east side of the street, an 18-inch sanitary sewer located just west of the centerline between South 7th and South 6t1i Streets that crosses to the east side of the road north r, of South 6th Street, and a 2-inch gas main located approximately 20 feet west of the centerline. Electric and communications utilities run overhead along poles on the east side of the street, and numerous aerial service lines cross the street to utility poles on the west side. Sanitary sewers cross Shattuck Avenue ar South at South 6th Street and immediately north of the railroad ROW. Three side sewers run between South 7th and South 6th Streets, and several water service lines cross the street. Natural gas, electric, and communications service lines may also cross the alignment. During the Rainer Avenue Railroad Bridge removal outage in 2007, traffic was re-routed to Shattuck Avenue, where additional asphalt had been added to the pavement section. Jacobs Associates was not present during this phase of construction, but we understand that approximately 18 inches of new pavement section (ACP overlying base course) was placed beneath the bridge and several inches of asphalt overlay was placed on the roadway approaching the bridge. 2.2 Geologic Setting The recent history of the Puget Sound Lowland region has been dominated by several glacial episodes. The most recent, the Vashon stade of the Fraser glaciations, is responsible for most of the present day geologic and topographic conditions. The Puget lobe of the Cordilleran ice sheet deposited a heterogeneous assemblage of proglacial lacustrine deposits, advance outwash, lodgment till, and recessional outwash. Post glacial processes include primarily sediment deposition in which modern stream and river alluvium were deposited over the recessional outwash. Baseline Geotechnical Summary Report Rev. No. 1 December 16,2008 5 .r AS According to the Geology and Groundwater Resources of Southwestern King County, WA (Luzier, 1969), the geologic conditions in the vicinity of the project are a post-glacial deposit of undifferentiated alluvium characterized by gravels and cobbles. Prior to 1917, the Black River extended from its source in Lake Washington through this area to the Duwamish River in Tukwila. When the U.S. Army Corps of eit 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 seven feet, which resulted in the Black River drying up. At the same time, the Cedar River was re-routed into a portion of the Black River channel so that the Cedar River would flow into Lake Washington and not into the Black, and then Duwamish, Rivers. 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. 2.3 Subsurface Conditions The subsurface conditions encountered during our site investigation consisted of fill overlying alluvium deposits. Generalized descriptions of the soil units encountered are provided below, in descending order of occurrence: • Fill: Approximately one inch of asphaltic concrete pavement(ACP) was observed at the ground surface at the time of drilling each boring. The ACP was underlain by base course consisting of granular fill (sand with some gravel). In JA-1 and MP-2, the fill extended to a depth of approximately 5 feet bgs, and in JA-2, the fill extended to approximately 2.5 feet bgs. • Alluvium: Alluvium was encountered underlying the fill in both JA-1 and JA-2, and in MP-1 and MP-2 (Jacobs Associates, 2007). The alluvium generally consisted of interbedded layers of writ very soft to stiff, Silt to Clayey Silt, and loose to medium dense, clean fine Sand and fine to coarse Sand. In JA-1, a one-inch thick bed of organic silt and wood fragments was present between 20 and 21 feet. In JA-2, some silty Sand layers were present in the top 7.5 feet, and organic Silt beds, including wood fibers, were present from 16 feet to the bottom of the boring. Peat was observed in MP-2 from 15 to 17.5 feet. According to the 2003 HWA report,the subsurface conditions encountered in their borings consisted of: • Fill: Loose to medium dense fill with clean to slightly silty, Sand and Gravel to depths of 2.5 to 4 feet; ► • Low Energy Alluvium: Interbedded, very loose to medium dense alluvium with gray, clean to very silty Sand, and very soft to medium stiff, dark Organic Silt, Peat, and Silt that were deposited in a low-energy environment such as a lake or shallow estuary. These soils are moderately to highly compressible and have relatively low shear strengths. They may contain logs, stumps or other woody debris; and • High Energy Alluvium: A higher energy, coarser deposit of alluvium consisting of Sand and Gravel containing cobbles and possibly boulders that was generally present below the fine- grained alluvium, although there are occasional layers of one within the other. The higher energy alluvium consists of medium dense to dense, gray to brown, clean to silty gravelly Sand and MN sandy Gravel, with occasional cobbles. Organic debris, consisting of sticks, roots, and other organic matter was encountered in several HWA samples. Baseline Geotechnical Summary Report Rev. No. 1 ` December 16, 2008 6 .r •• 2.4 Groundwater Conditions 2.4.1 General Observations +rr Groundwater was observed during drilling in both JA-1 and JA-2; at a depth of 12.5 feet in JA-1 and at 5 feet in JA-2. Piezometers were installed in both borings; in JA-1 at a depth of 5 to 15 feet, and in JA-2 at 3 to 10 feet. There is also a piezometer in one of borings (MP-1) drilled for the BNSF Shattuck Avenue Bridge Replacement project(Jacobs Associates, 2007). Table 2 below presents the water levels measured in the three piezometers in Shattuck Avenue South and in borings in the project vicinity. In addition, the 2003 HWA geotechnical report documented groundwater in all seven of their borings at depths of 5 to 7 feet bgs. HWA reported that groundwater levels taken a week after drilling the borings indicated water low levels from 4 to 8 feet bgs. Fluctuations in the groundwater table are anticipated depending on rainfall, temperature, time of year, local subsurface conditions,and other factors. 2.4.2 Groundwater Quality In addition to water level measurements, CZE conducted limited chemical testing of the groundwater. The City of Renton was concerned about the possibility of high concentrations of hydrocarbons and iron in the groundwater. The iron results in high turbidity during construction dewatering operations. This concern originated from a nearby site (the Renton Highlands project) that experienced this situation in 2006 and 2007. CZE planned to sample both JA-1 and JA-2; however, once onsite, CZE could only locate JA-2 because JA-1 had been paved over. CZE sampled JA-2 for the following: petroleum hydrocarbons; fats, oils, and grease; hardness; sulfate; and copper, iron, lead, and zinc. Table 3 below presents their results,which are discussed in Section 3.6.4 below. +r OW ars OW 4110 a. Baseline Geotechnical Summary Report Rev. No. 1 December 16,2008 7 art 0 Table 2.Water Level Elevations in Project Vicinity aii Project Boring Date of Water Depth to Water Elevation of Level Reading (feet bgs) Water Level(feet) MI 4/16/2007 8.4 19 MP-1 5/10/2007 8.4 19 5/15/2007 8.44 19 N 5/16/2007 8.5 19 Shattuck Avenue MP-2 4/16/2007 5.5 22 Sit 5/15/2007 12.5 14.5 JA-1 5/16/2007 7.0 20 5/15/2007 5 19 all JA-2 5/16/2007 6.64 17.4 B-14 9/26/2006 7 14 IN Hardie Avenue B-15 10/12/2006 5 15 B-16 9/27/2006 14 13 MP-1 5/31/2005 20 17 AS MP-2 6/20/2005 12.5 14 Rainier Avenue S. of Bldg 221 5/31/2005 -- 20 rri Between Bldgs 203 &221 5/31/2005 -- 19 Adjacent to S.4th Place 5/31/2005 -- 19.4 1/30/03 4 21 IR 2/03/03 4.0 21 BH-5 9/12/03 12.15 13 W 12/29/03 5.17 20 SW 7th Street 1/21/04 3.96 21 1/30/03 7 19 OP 2/03/03 4.5 21.5 BH-6 9/12/03 8 18 N 12/29/03 5.08 21 is ■r N N Baseline Geotechnical Summary Report Rev. No. 1 December 16, 2008 8 ' ` iiii 40 rrr Table 3. Groundwater Quality 40 Measurement JA-2 MCL MCL-G Secondary King County Standard Discharge Limit Depth to Bottom(ft) 9.90 - - - - Depth to Water(ft) 5.76 - - - - VW Well Volume(gal.) 1.21 - - - Purge Volume(gal.) 10.0 - - - - Temperature(CC) 11.1 - - - - pH(standard unit) 7.05 - - 6.5—8.5 5.5— 12.0 vs Conductivity(mS/m) 36.8 - - - - Dissolved Oxygen(mg/L) 6.60 - - - - ANALYSIS im NWTPH-Gx(µg/L) < 100 - - - - NWTPH-Dx(µg/L) <250 - - - - Fats,Oils,Grease(mg/L) 3.21 - - - - ers Hardness(mg CaCO3/L) 117 - - - - Sulfate(mg/L) 34.7 - - - - METALS Copper(µg/L) 218 TT[AL=1.300] 1,300 1,000 3,000/8,000a o` Settled 237 - - - - Zinc(µg/L) 285 - - 5,000 5,000/10,000a Settled 297 - - - - .r. Lead(µg/L) 42.9 TT[AL=15.0] 0 - 2,000/4,000a Settled 46.9 - - - - Iron(µg/L) 21.5 - - 300 - Settled 9.38 - - - - 'o Notes: From CZE,2008. a First value is daily average maximum;second value is instantaneous maximum Acronyms and Abbreviations: ow not analyzed or not available °C degrees Celsius µg/L microgram per liter r AL action level o CaCO3 calcium carbonate ft feet gal. gallon MCL Maximum Contaminant Level 40 MCL-G Maximum Contaminant Level—Goal mg/L milligram per liter mS/m milliSiemen per meter rw TT treatment technique am am ara Baseline Geotechnical Summary Report Rev. No. 1 rir December 16, 2008 9 .w so 3 Conclusions and Recommendations Based on the subsurface conditions encountered, it is our opinion that there are no geotechnical constraints that would preclude project construction as planned, provided that our recommendations are incorporated into the design. Our design recommendations and conclusions were developed based on our understanding of the project. If the nature of the proposed construction is changed, Jacobs Associates should be notified so we can confirm or re-evaluate our recommendations. 3.1 Seismic Considerations to 3.1.1 General Design ground acceleration for the project was determined using results from the 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 0.32g, based on horizontal bedrock accelerations associated with a 10 percent probability of exceedance in a 50-year period. 3.1.2 Soil Liquefaction Liquefaction occurs when loose, saturated, cohesionless sands and silts 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, and 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 iri of the excess pore pressures. Based on a preliminary liquefaction analysis, the upper alluvial soils in the project area have a high susceptibility to liquefaction during the design earthquake, particularly in the top 30 feet. Liquefaction- di induced settlement may occur on the order of several inches. Differential settlement could occur and affect the existing grade. The settlement could affect the structural integrity of the pipe. The designer must consider this during final design. According to the Liquefaction Susceptibility for the Des Moines and Renton 7.5' Quadrangles, Washington (Palmer et al., 1994), evidence of liquefaction was observed in the project area during the41. a 1965 magnitude 6.5 Seattle-Tacoma earthquake. Two historic liquefaction sites have been mapped near the project area: si 1. Near Burnett Street and South 7th Street; and 2. At a residence on South Shattuck Street between South 6th and 7th Streets. According to Palmer (1994), the 1965 earthquake-induced liquefaction resulted in foundation and sidewalk cracking at the residence on South Shattuck Street with up to 2.5 inches of settlement of the house and upheaval/depression of the front and back yards. rr Mitigation for improving ground strength may or may not be warranted. In our opinion, properly compacted trench backfill should have little liquefaction potential. Baseline Geotechnical Summary Report Rev. No. 1 December 16, 2008 10 err • 3.2 Pipe Bedding and Support The proposed pipe invert level will be between 9.5 and 10.5 feet bgs. Along most of the alignment, the es soils at this depth consist of very soft to soft, organic silt and silty sand. Since these soils extend to considerable depths, it will not be feasible to remove these soils. Any over-excavation to remove unsuitable soils from below the pipeline should be evaluated on a case-by-case basis by a qualified geotechnical engineer. Pipe bedding materials should be placed on relatively undisturbed native soils or compacted fill soils. To minimize disturbance to the foundation subgrade during excavation, the excavator should use a smooth- . edged bucket rather than a toothed bucket. Trench bottoms should be free of debris and standing water. If subgrade soils are disturbed, the disturbed materials should be removed and replaced with compacted bedding material. Any over-excavated areas in the pipe trench should also be backfilled with bedding material. Pipe bedding material, placement, compaction, and shaping should be in accordance with accepted practice and the pipe manufacturer's recommendations. Pipe bedding should provide a firm, uniform a` cradle for the pipes. A minimum 12-inch thickness of bedding material (such as clean sand or Gravel Backfill for Pipe Zone Bedding, WSDOT 9-03.12(3) in the WSDOT 2006 Standard Specifications) beneath the pipe should be provided. One option to provide suitable support and bedding for the pipe is to place the storm drain on clean sand. Prior to installation of the pipe,the pipe bedding should be shaped to fit the lower part of the pipe exterior with reasonable closeness to provide uniform support along the pipe. Pipe bedding material should be used as pipe zone backfill, placed in layers, and tamped densely around the pipe to obtain complete contact. To protect the pipe,bedding material should extend at least 12 inches above the top of the pipe. vo` 3.3 Pipe Trench Backfill The main purpose of pipe trench backfill is to provide adequate support and protection for the pipe. Trench backfill usually consists of sand or sand and gravel, and have a maximum particle size of about 3 inches (such as Bank Run Gravel for Trench Backfill, WSDOT 9-03.19 in the WSDOT 2006 Standard Specifications or structural fill, as defined in Section 3.9.3). Due to the loose/soft alluvial soils below the groundwater table, lightweight fill, either clean uniform sand or lightweight controlled density fill (CDF)/ Controlled Low-Strength Material (CLSM),may be used as the pipe trench backfill from the springline of the pipe to the base of the pavement layers (crushed surfacing materials). The trench backfill in the top four feet shall be backfilled with crushed surfacing materials conforming to Section 4-04 of the WSDOT Standard Specifications. Trench backfill and restoration should meet the requirements of the City of Renton's Trench Restoration &Street Overlay Requirements. w To minimize settlement of the trench backfill in Shattuck Avenue South we recommend: • The trench backfill should be placed in 6-inch loose lifts and compacted using mechanical equipment to at least 90 percent of the maximum dry density(MDD)per ASTM D-1557; and • The upper 3 feet of backfill should be compacted to at least 95 percent of MDD as determined by 40 test method ASTM D-1557 to provide an adequate subgrade for the pavement section. Baseline Geotechnical Summary Report Rev. No. 1 December 16, 2008 11 During placement of the initial lifts, the trench backfill material should not be bulldozed into the trench or ss dropped directly on the pipe. In addition, heavy vibratory equipment should not be permitted to operate directly over the pipe until at least 2 feet of backfill has been placed over the pipe bedding. a Trench backfill should be densely compacted in a systematic manner. The contractor should develop compaction methods that consistently produce adequate compaction levels. All backfilling operations should be monitored full-time by a qualified inspector. A sufficient number of in-place density tests as should be performed as the fill is placed to determine if the required compaction is being achieved. It is the responsibility of the contractor to see that the density tests are performed. Special care should be taken to obtain good compaction up to the edges of the excavation as shoring is • removed, since a common cause of large settlements is inadequate shoring practices and poor compaction during shoring removal and backfilling. Attention should also be paid to ensuring good compaction around manholes. The City of Renton requires that all trench and pavement cuts be made by sawcut or grinding, and the sawcuts or grinding shall be a minimum of one foot outside the trench width. The entire traveled lane width for the length of the trench and an additional ten feet at each end of the trench should be ground down to a depth of two inches, and a two inch overlay of Class B ACP should be applied per City standards. ww 3.4 Excavation and Temporary Shoring Excavations can be accomplished with conventional excavating equipment such as backhoes and as trackhoes. Limited access equipment may be required to work under the BNSF Shattuck Avenue Bridge. For temporary excavations exceeding four feet in height, excavations must be sloped in accordance with part N of the Washington Administrative Code (WAC) 296-155, or be shored. Due to the nature of the sii alluvial soils, the proximity of the alignment to existing improvements and utilities, the high groundwater table and the potential for flowing sands,excavations deeper than four feet will require shoring. Most of the pipeline excavations may be able to be supported with trench boxes. If trench boxes are used, they 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 as backfilled as soon as possible after the trench box has been moved, and care should be taken when moving the trench box to avoid damage to the pipe or disruption to the backfill. Shoring will be required in areas where existing utilities must be protected. In some areas, trench boxes may not provide adequate sidewall support and could allow soils to slough and cave, resulting in loss of support for existing utilities and the road surface. These soft/loose soils have the potential to slough to 1111 slopes approaching 1.25H:1V. In these cases, steel plates with adjustable or hydraulic bracing may be used for temporary shoring. Excavation to, or slightly below, the water table may be possible before placement of the steel plates. Thereafter, excavation could continue within the plates. so Where it is necessary to minimize the area affected by trench excavation and/or protect nearby structures or utilities, the use of interlocking sheetpiles may be required. The use of sheetpiles could also minimize the groundwater flow into the excavation and may limit the amount of dewatering required, thereby protecting nearby utilities and structures from settlements associated with dewatering. wr Baseline Geotechnical Summary Report Rev. No. 1 December 16,2008 12 r The temporary shoring should be designed to resist the lateral earth pressures resulting from the soil and groundwater, as well as any traffic and construction surcharge loads. If shoring or sheeting materials are used, precautions should be taken during removal to minimize disturbance of the pipe, 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 pressures. AIM We recommend that the contractor be required to submit a shoring/excavation plan for review prior to construction. The plan should contain specific measures for temporary support and protection of the existing utilities and structures. Maintenance of safe working conditions, including temporary excavation stability, is the responsibility of the contractor and all excavations must comply with current federal, state, and local requirements. gis 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. During wet weather, runoff water should be prevented from entering excavations, and should be collected and disposed of outside of the construction limits. In addition, the contractor should monitor the stability of the temporary cut slopes and adjust the construction schedule and slope go inclination accordingly. 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. 3.5 Lateral Earth Pressures for Temporary Braced Shoring Lateral earth pressures on a retaining wall are dependent on the soil type, groundwater level, allowable lateral movement of the walls, excavation methods and construction sequence. For the design of shoring, we recommend that the groundwater level outside of the excavation be assumed to be at the ground surface. We recommend using the following parameters for lateral earth pressure design: • Active earth pressure coefficient—for level backslope=Ka=0.390; • Passive earth pressure coefficient=Kp=2.56; • Angle of internal friction=phi=26°; • Total unit weight= 110 pcf; • Buoyant unit weight=48 pcf. gs The lateral pressures to be considered in the design of temporary braced shoring are illustrated in HWA (2003)Figure 4,presented in Appendix F. ar arr ww Baseline Geotechnical Summary Report Rev. No. 1 toe December 16, 2008 13 •rr a 3.6 Dewatering 3.6.1 General Since groundwater was encountered within 10 feet of the existing ground surface in the three piezometers on Shattuck Avenue South, dewatering will be required. The design, operation, and maintenance of any dewatering system are the responsibility of the contractor. Dewatering systems should be designed and submitted to the project engineer for approval prior to the commencement of the excavation. Trenches should be dewatered to below the base of the excavation, such that all work, including placement of pipe, pipe bedding, and backfill, is completed in the dry. Groundwater flowing into excavations can reduce the density of sandy soils, resulting in increased pipe settlement during and after construction. Therefore, JA recommends that an external dewatering system be required in the specifications that lowers the water level to a level at least 1 foot below the deepest excavation. Additional dewatering may be needed and accomplished within the excavation with sumps and pumps, but these should be considered only a secondary means if conditions warrant. mil Lowering the groundwater level more than about 5 feet below its lowest ambient level could result in settlement of the ground surface and any structures or utilities being supported by the soil that are in the dewatered areas. Dewatering should be performed in such a way as to not cause settlements or damage to adjacent properties. It is our experience that deep wells have a higher potential to create settlement away from the work area, because they draw the water level down much lower. Therefore, we recommend that a vacuum well point system that has well points placed down to about 20 feet below the surface be specified. trii 3.6.2 Groundwater Levels HWA performed a construction dewatering evaluation for the City of Renton SW 7th Street Storm Drain Replacement project. Their work is described in the 2004 HWA report, and included recording water levels for borings BH-5 and BH-6. These water level readings are presented in Table 3 above. In addition, HWA installed a temporary hand-driven piezometer (P-4) ten feet north of BH-5 and performed a slug (falling-head) test on boring BH-5; however,neither worked successfully. +it 3.6.3 Permeability and Flow Estimation A pump test was conducted by HWA for boring BH-5 using a 2-inch electrical submersible pump. The raw data is shown in Appendix E and was analyzed using the `Cooper-Jacob' approach. Although the data was not obtainable during the pumping phase of the test because of rapid drawdown, the recovery phase obtained relevant data. The pump test information is summarized in Table 4 below. Table 4. Pump Test Data for BH-5 mit Estimated Boring Test Permeability-K Comments (ft/min) Pumping Not Analyzed Drawdown too rapid BH-5 Recovery 4.86E-3 Falling Head N/A Well filter pack influence le Note: From HWA,2004. a Baseline Geotechnical Summary Report Rev. No. 1 December 16,2008 14 Using the Universal Well Formula and the radius of influence empirical relations developed by Sichart and Kryieleis (Powers et al., 2007), the approximate flow that can enter wells along the pipeline trench was estimated. The dewatering system should be designed to handle the estimated flow capacity. Table 5 below summarizes the permeability, approximate depth of water observed, and the rate of flow into an wat open trench and with a sheet pile cutoff wall installed (HWA, 2004). This information is based solely on borings BH-5 and BH-6 and conditions along the project alignment may differ from the information provided. If subsurface conditions vary significantly, Jacobs Associates should be contacted to evaluate the situation. Table 5. Flow Estimates for BH-5 and BH-6 arr Assumptions Dewatering Flow Estimates(gpm/100 ft of trench) Well K Depth to Open Trench Sheet Pile W(ft/min) (feet-bgs) High Water Low Water High Water Low Water BH-5 2.2E-2 3 - 12 210 120 50 10 +++ BH-6 3.5E-3 3 -8 50 40 N/A N/A Note: From HWA,2004. 40 Jacobs Associates made an estimate of the groundwater pumping quantities per length of trench. A 70-feet long trench that is 14-feet wide and has a groundwater table seven feet below the ground surface was modeled. The model required the groundwater to be lowered to 14 feet bgs and the design system used 21-feet deep well points on 10-foot centers. Depending on the permeability used in the calculations, the pumping rate of each well point has to be 10 to 45 gallons per minute (gpm). However, based on our experience, we would estimate a typical maximum design flow of 350 gpm per 70 feet of trench or 5gpm/foot of trench. This rate would drop to about 60% of this number after 72 hours of pumping or when the steady state condition is reached. a,. Please note that Jacobs Associates estimate and HWA's estimate of flow per foot of trench are considerably different. This is the nature of dewatering design and the high, local variability of the Renton soil hydrogeologic properties. On a project in east Renton, there were pumping rates ranging yn► from 2 to 5 gpm/foot of trench in the same pipeline run. The contractor should be prepared for high variable rates of water inflow and the City should be aware that the contractor will require a location to dispose of this potential large quantity of water. 3.6.4 Sheet Pile Cutoff Walls To reduce the pumping volume, seepage into the trench excavation, and the risk of ground settlement, sheet piling can be used as a cutoff wall. Sheet piling is commonly used in dewatering applications to reduce vertical and horizontal seepage. The depth of the sheet pile is dependent on the soil conditions and is usually embedded into an underlying soil or rock stratum of low hydraulic conductivity (Powers et al., 2007). However, for this application, a length of sheet pile that is twice the depth of the trench should be sufficient. It is very important to use proper driving methods to ensure a tight interlock at the joints; if done incorrectly,the effectiveness of the sheet piles is reduced. Either an impact or vibratory hammer can be e` used to reach the required depth for the sheet piles. If leaks are observed through the interlocking joints, the joints should be sealed before driving with either heavy grease or a bituminous or hydrophilic (water swelling)joint sealing product.After driving, a steel section can be welded to the interlocking joint and then the sealant can be applied(Powers et al.,2007). Baseline Geotechnical Summary Report Rev. No. 1 ise December 16, 2008 15 l 3.6.4 Groundwater Quality According to the results of the water quality tests performed by CZE (2008) that are presented in Table 3, the water quality parameters of JA-2 are below the following standards: • Federal U.S. Environmental Protection Agency(USEPA)Maximum Contaminant Levels (MCL); • USEPA MCL Goals (MCL-G); • USEPA Secondary Standards; and • King County Discharge Limits for construction dewatering. CZE (2008) also states that the iron content is low so they conclude that it will most likely not affect the turbidity standards required for discharge during dewatering construction. Furthermore, CZE states that other metals are well below discharge limits, and the levels of other tested contaminants are low enough that discharge to surface water or King County will likely be allowed. However, the analytical work by CZE (2008) was focused on JA-2, which may not be representative of all the conditions that may be encountered along the storm drain alignment and samples collected elsewhere along Shattuck Avenue could have different results. In addition, other physical parameters, such as suspended solids, can influence turbidity levels. Any dewatering program should be planned carefully to address potential permit compliance issues prior to experiencing a non-compliance episode. 3.7 Site Drainage and Erosion Considerations gig 3.7.1 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 exposed subgrades. In addition, measures should be taken to avoid impounding of surface water during construction. Surface runoff control during construction should be the responsibility of the contractor. fit Permanent control of surface water should be incorporated in 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. 3.7.2 Erosion Control During construction at the site, implementing the recommendations presented in Section 3.9.4 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 with State DOE approved"Best Management Practices." 3.8 Pavement Restoration a The pavement design recommendations for Shattuck Avenue South were based on the American Association of State Highway and Transportation Officials (AASHTO) Guide for Design of Pavement Structures (1993) standards, the City of Renton's Trench Restoration & Street Overlay Requirements (2005), the Asphalt Institute's Asphalt Pavements for Highways & Streets Manual Series No. 1 (1981), and conversations with DMJM Harris and the City of Renton. After the storm drain is installed, the street should be patched per the City of Renton Trench Restoration es & Street Overlay Requirements. For permanent pavement, a 2-inch thick layer of Hot Mix Asphalt (HMA '/z-inch PG 64-22, similar to ACP class B) should be placed over the full street width. Baseline Geotechnical Summary Report Rev. No. 1 December 16, 2008 16 r� 3.9 Fill Placement and Materials 3.9.1 Over-excavation/Subgrade Preparation The following are recommendations for over-excavation and subgrade preparation: VIIi► 1. We recommend removing all existing asphalt concrete and Portland cement concrete pavement in areas of new construction, depending on final design. As discussed above, the upper soil layers are soft and loose and underlie proposed finish grades in areas of new pavement construction. Once the final grades of the roadway are determined, we will have a better idea of what soils will underlie the new pavement areas. We recommend proof-rolling these areas, determining which areas have unsuitable soils, over-excavating and removing soil to a minimum depth of 24 inches or to a dense unsaturated layer below areas where new pavements will be constructed, compacting the over-excavated subgrade and replacing with compacted structural fill. This is to minimize the potential for settlements and provide uniform subgrade support. 2. Inside the trench, the excavator bucket should be used to check the competency of the subgrade. In the roadway, proof rolling should be done with heavy construction equipment such as a large vibratory roller or a fully loaded dump truck. Successive passes of the roller or dump truck should be spaced to provide complete coverage of the subgrade. Subgrade checking with the excavator bucket and proof rolling should be performed under the full-time observation of a representative of Jacobs Associates. These methods will provide visual information for the assessment of the subgrade and its acceptability as a bearing stratum. If the subgrade is wet, saturated, or frozen, proof rolling should not be performed. Under this circumstance, subgrade owlconditions should be evaluated by the geotechnical observer using a steel probe. 3.9.2 Grading Recommendations We expect that the excavations for the pipe trench can be completed using conventional equipment, such o` as an excavator or trackhoe. Any grading for the road paving can be completed using conventional heavy equipment, such as a large grader, bulldozer or track hoe. There is limited access for construction equipment below the BNSF bridge, and this may limit equipment size. If construction is to take place during the rainy season, the contractor should take precautions as outlined in the Wet Weather Earthwork section below. 3.9.3 Structural Fill Materials and Compaction For imported soil to be used as general structural fill, we recommend using a clean, fine to medium sand that is free of gravel, organics and other debris. On-site soils will generally not be suitable for use as �r structural fill. In addition, care should be taken to prevent mixing with unsuitable soils, and that the compaction criteria presented in this report are met. In general, the structural fill should be moisture conditioned to within 3 percent of the optimum moisture content,placed in six-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 oar determination of optimum and natural moisture contents of these soils at the time of placement. Structural fill should be densely compacted in a systematic manner. The contractor should develop arr compaction methods that consistently produce adequate compaction levels. We recommend that all backfilling operations be monitored full-time by a qualified inspector to monitor that the appropriate lift Baseline Geotechnical Summary Report Rev. No. 1 vow December 16,2008 17 .r a thickness is used and the 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. a 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. 3.9.4 Wet Weather Earthwork The on-site silts, clayey silts, and silty sands are highly moisture sensitive and will degrade after traversing with construction equipment during periods of wet weather or wet conditions. Furthermore, these soils may be difficult to compact if their moisture content significantly exceeds the optimum. General recommendations regarding wet weather work are presented below: • 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. • The ground surface within the construction area should be graded to promote runoff of surface • water and to prevent the 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. • Excavation and placement of structural fill material should be under the full time observation of a afr representative of Jacobs Associates 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. 3.9.5 Utilities • The in-place native soil will provide adequate bearing for utilities only if the trench is over-excavated 6 inches and backfilled with crushed compacted rock. Disturbed soils in the bottom of the trench should be removed to expose competent soils prior to pipe bedding placement. At a minimum, utility backfill placement and materials should conform to the recommendations given in the structural fill section of this report. All fill materials, and placement and compaction methods for utility construction must follow standards set forth by the City of Renton, King County and the State of Washington. 3.10 Specification Review Si We recommend that a qualified geotechnical engineer review and provide input to the project specifications, specifically sections pertaining to earthwork, dewatering and temporary shoring, prior to putting the project out to bid. a Baseline Geotechnical Summary Report Rev. No. 1 December 16, 2008 18 rr an 4 Closing This report has been prepared exclusively for the use of DMJM Harris (AECOM) and their subconsultants and contractors for specific application to the Shattuck Avenue South Storm Drain Diversion Project. The conclusions and recommendations presented in this report are based on `°" subsurface exploration and observations accomplished 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 +rr process. Considerable judgment has been applied in interpreting and presenting the results. Subsurface conditions vr. 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 make geotechnical engineering decisions, which may be required in the event that localized variations in the subsurface conditions become apparent during construction. mo 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. WIN Sincerely, ""-4, f JACOBS ASSOCIATES ik 4 fe--A 77-\,7::re ,6" WS 2 4Jti. P ) ! , tit Joseph S. Schrank, P.E. Carol A. Ravano, P.E. Frank W. Pita, P.E., L.H.G. Senior Engineer Associate Principal ow err NON Baseline Geotechnical Summary Report +r• Rev. No, 1 December 16, 2008 19 a 5 References Cooper Zietz Engineers, Inc. Groundwater Sampling and Analysis Shattuck Avenue, Renton, a Washington. October 27, 2008. Gray &Osborne. SW 7th Street Storm Drainage Improvement Project Pre-Design Analysis. 2003. a HWA GeoSciences Inc. Excavation Dewatering Estimates, SW 7th Street Storm Drain Replacement, Renton, Washington. February 18, 2004. HWA GeoSciences Inc. Geotechnical Report, SW 71h Street Storm Drain, Renton, Washington. March 14, 2003. rr Jacobs Associates. Geotechincal Engineering Report, BNSF Shattuck Avenue South, Railroad Bridge Replacement, Renton, Washington. May 24,2007. a Jacobs Associates. Geotechnical Engineering Report, Shattuck Avenue South Storm Drain Diversion, Renton, Washington. June 18, 2007. Luzier, J.E. 1969. Geology and Groundwater Resources of Southwestern King County, WA. Seattle: Department of Water Resources. Powers, Corwin, Schmall, Walter Kaeck. 2007. Construction Dewatering and Groundwater Control. New Jersey: John Wiley& Sons, Inc. RoseWater Engineering. Shattuck Avenue Diversion Feasibility Study. April 2007. a a a ma Yi N Baseline Geotechnical Summary Report Rev. No. 1 December 16, 2008 20 ea JACOBSASSOCIATES "" Engineers/Consultants 40. .r• FIGURES so re 110. 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ER,N,- i...",� rn� o H O — o- oo t 1---_.. Q J m 45S I "1 wz6 T d 1 • 0 O W tri ; C i {T t; 1 r C cTL `o o ocu .a 0 ow '7— o a aci 1 w U 0 t 111114 I U 0 SO i al R Cil o Ms tit 1 (Q \ '.i i I Fad 'SS H24,Sy° co I W en O o O ow ,* �x C� i FN N O amir 4f k SIE 1 V SI P Ili wil EiI � o L;' 1 IS x _If. I rSNOlSvaa I 1 k g , Ti 7 6`�`' g as EDI Ill.El 1 P z JACOBS ASSOCIATES Engineers/Consultants aid APPENDIX A BORING LOGS • a a • a • 4111 Milbor-Pita DRILL HOLE LOG A DSCCIATES,INC. Boring No.:JA-1 `mil Project: DMJM/Shattuck Ave Storm Sewer Project No.: MPA# 1523C Client: DMJM-Harris Date Drilled: 5/15/2007 Location: Shattuck Ave south of BNSF bridge between Houser Way and S. 6th St. Elevation: 27.05 NAVD88 r Driller: Holocene Drilling Logged By: JSS Drill Rig: Diedrich D-120 truck rig w/autohammer Depth to Water: Date: s 5/15/2007 Depth: 12.5 feet Date: L 5/16/2007 Depth: 7.0 �, Test Results Elevation Well - o� a Depth Detail m-i u Description r Z NM SPTNMoisture • p (Ft.) Value SPT N-Value • •s 10 30 50 l ° IL m; FILL \ASPHALT 1 for• Medium dense,olive brown,little silt,some fine to • T coarse gravel,fine to coarse SAND,moist.(SM) (FILL) 24—_ S-1 18 SM Loose,reddish-brown(oxidized),interbedded,fine SAND,some silt,and fine to medium SAND,some S-2 20 7 Y silt,moist.(SM)(ALLUVIUM) •r 20—_ MH Very soft,grayish brown to olive gray,CLAYEY S-3 54 0 • SILT to SILTY CLAY,moist to wet.Trace organics "r (wood fibers).(MH)(ALLUVIUM) ti S-4 44 0 • 16—_ Shelby Tube sample taken/pushed from 9 to 11.5 feet. lir —12 SP Medium dense,dark olive gray,clean to trace silt,fine SAND,wet. (SP)(ALLUVIUM) S-5 27 err 6-inch bed of clean,fine to coarse SAND from 13.5- 12—_ :%%%*: .:•••I -•' 14 feet. SM- Loose to medium dense,dark olive gray,interbedded, S-6 10 41 —16 -•. clean to trace silt,fine to medium SAND,wet,and ' , stiff,olive gray,CLAYEY SILT,wet.(SP/SM-ML/ MH)(ALLUVIUM) fm 8-- 20 •.. SM- Loose,dark olive gray, interbedded,clean to trace silt, -- I "', ML fine to coarse SAND,wet,and medium stiff,olive S-7 6 "'' gray,SILT to CLAYEY SILT,moist. Silt contains -- fine sand laminations,trace organics(rootlets)and 1- 4—_ inch bed of brown organic SILT and wood fragments. Clean fine SAND bed at 20 feet.(SP-ML) .o —24 (ALLUVIUM) Bottom of Boring=21.5 feet ti to -- o—_ MN was drilled with Hollow Stern Augers. This information pertains only to this boring and should not be interpreted as being indicitive of the site. Yr Figure PAGE 1 of 1 M Milbor-Pita DRILL HOLE LOG ASSOCIATES INC. Boring No.: JA-2 Project: DMJM/Shattuck Ave Storm Sewer Project No.: MPA# I523C7 Client: DMJM-Harris Date Drilled: 5/15/2006 Location: Shattuck Ave between S. 6th St. and S. 7th St.,Renton, WA Elevation: 24.81 NAVD88 Driller: Holocene Drilling Logged By: JSS Drill Rig: Diedrich D-120 truck rig w/autohammer r Depth to Water: Date: - 5/15/2007 Depth: 5 feet Date: 5/16/2007 Depth: 6.64 feet Elevation c.) r L wTest Results and Detalil Description E Z SPT MoistureA Depth(Ft.) 0 D NM N Value SPT N-Value • _ 10 30 50 0 „. . \ASPHALT 24— r , �� Loose,brown(oxidized),granular FILL. M • r, - .--1-=-] .1:1: I.ISP- Loose,olive gray,trace to little silt, fine SAND,moist _ SM to wet.(SP-SM)(ALLUVIUM) S 1 7 --4 •. d•I.f}i 20— :1.7:r.1.[ p ;1.i•< < 1 - SP- Loose,dark grayish brown to dark brown,bedded, :1:1:i:1 t J.is t•1.1 SM silty, fine to medium SAND,moist to wet;trace to S-2 51 8 :1 I:1,i•i — little silt,fine to medium SAND,wet;silty,fine 1•:1:rJ.i ,SAND,wet,trace organics.(SP-SM)(ALLUVIUM), —9 ML Very soft,olive gray,SILT,moist to wet.Trace S-3 48 0 16— organics(wood fibers and shell fragments?).(ML) (ALLUVIUM) Driller reported encountering water at 9-9.5 feet. S-4 0 — Sample S-4 contains laminations of fine to coarse _ —12 SAND,wet. Bottom 4 inches of sample is heavily organic with wood fibers. 12— — SP Medium dense,olive gray,interbedded,clean to trace —16 MH silt,fine to medium to fine to coarse SAND,wet,and S-5 54 14 ♦ ,, 8— " • • • . . . . fine SAND,trace silt,wet.(SP)(ALLUVIUM) Stiff,olive brown to olive gray,SILT to CLAYEY SILT to ORGANIC SILT,wet.Organics include wood fragments.(MI-I)(ALLUVIUM) la —20 • : Medium dense,olive gray,interbeded,clean to trace 4-- . — -'.'� :'. ML silt,fine to coarse SAND,wet;CLAYEY SILT,wet; S-6 15 it brown, little fine gravel,ORGANIC SILT, wet. — Organics include wood fibers.(SP-ML) — (ALLUVIUM) Bottom of Boring=21.5 feet. iiii --24 o— a Boring was drilled with[follow Stem Augers. ii This information pertains only to this boring and should not be interpreted as being indicitive of the site. II Figure PAGE 1 of 1 t JACOBS ASSOCIATS I a Engineers/Consultants aal air as .a. APPENDIX B "ir LABORATORY TEST RESULTS aa. OIL �kyppy33 d� HWA GEOS CIE NCES INC. June 5, 2007 HWA Project No. 2007-086-23-T200 a Jacobs Associates 811 First Avenue, Suite 407 Seattle, Washington 98104 Attention: Mr. Joe Schrank, P.E. Subject: LABORATORY TESTING REPORT DMJM/Shattuck Ave Project Project MPA # 1.523C Dear Mr. Schrank: 66 As requested, IIWA GeoSciences Inc. (HWA) performed laboratory testing for the above referenced project. Herein we present the results of our laboratory analyses, which are summarized on the attached reports. The laboratory testing program was performed in general accordance with your instructions and appropriate ASTM Standards as outlined below. SAMPLE DESCRIPTION: The subject samples were delivered to our laboratory on May 22, 2007. The samples were delivered in one 3"-diameter Shelby tube and small sealable plastic bags. The Shelby tube and the sealable bags were designated with the corresponding boring number, sample number, and the depth of sample. PARTICLE SIZE ANALYSIS OF SOILS: Selected samples were tested to determine the particle distribution of material in general accordance with ASTM D422. The results are summarized on the attached Grain Size Distribution reports, which also provide a information regarding the classification of the sample and the moisture content at the time of testing. LIQUID LIMIT,PLASTIC LIMIT,AND PLASTICITY INDEX OF SOILS(ATTERBERG LIMITS): Selected samples were tested using method ASTM D 4318, multi-point method. The results are reported on the attached Liquid Limit,Plastic Limit, and Plasticity Index report. a ONE DIMENSIONAL CONSOLIDATION PROPERTIES OF SOIL: The consolidation properties of soil sample MP-1 S-4 9'-11.5'was measured in general accordance with ASTM D 2435. Saturation was maintained by inundation of the sample throughout the a test. The sample was subjected to increasing increments of total stress, the 19730_f1h Avenue W. duration of which was selected to exceed the time required for completion of Suit.200 primary consolidation as defined in the Standard, Method B. Unloading of L>'n wood.WA 98036,3957 'I'd: L577401 6 ,1"3:774.2714 S4 S.'yM1'.k1}'At itk-Glt':1CS.S.::t�17S. June 5,2007 HWA Project No. 2007-086-T200 the sample was carried out incrementally. The test results are presented on Figure 4, attached to this report. CLOSURE: Experience has shown that test values on soil and other natural materials vary with each representative sample. As such, HVA has no knowledge as to the extent and quantity of material the tested sample may represent. No reproduction of this report should be made except in its entirety. We appreciate the opportunity to provide laboratory testing services on this project. Should you have any questions or comments, or if we may be of further service, please call. .211 Sincerely, HVA GEOSCIENCES INC. / q r` Grfr-'" i< c i George Minassian, Ph.D. Steven E. Greene, L.E.G. Geotechnical Enainecr Vice President G vI:SING:gm rrr Attachments: Figures 1&2—Grain Size Distribution Reports Figure 3 —Liquid Limit,Plastic Limit and Plasticity Index of Soils Report Figure 4 - One Dimensional Consolidation Report 1111 trr� Lab Report 2 H\VA GEOSCIENCES INC. Q U? 1 1 cs 2 CO L VD } ( � v! ! I —1----r----1- i --i- -I i- m "J Iiii I i'.. ! - N OD vs < �Q i i ---I---- 1__ ! -V_ - 41'; -0 N ,J.'O w W CO ° Z CI) N?V. O to N < v,=' I- Q .- r a 1111V 0Q I — E.1 1 I 1 ! I __ � O0 1 I I I o Q U H N _ i Ici F— W tr ______, 1 I i t c I ! i J Q I I I I H _OCl. O `S N N C U, O o N a ICL) r ro Z tot L __ L I 1 1 I I u, o 1 1 I I r I / ! L _�i _ 1 ( 1 I x" V7 ii a- « C I ► -------% � Y2. in _ r- ,xCO I _. 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T5 -6 0 CD < 1:5 .:1- .94 2 E E •,--i (a) onaH pioA , EEOUUOI WIN a JACOBS ASSOCIATES Engineers/Consultants aid um APPENDIX C Previous Explorations and Laboratory Testing from BNSF Shattuck Avenue South Railroad Bridge Replacement Project (Jacobs Associates, 2007) "at a rr ■r Milbor-Pita DRILL HOLE LOG ( ASSOCIATES,INC, Boring No.: MP-1 N M Project: BNSF Shattuck Ave Bridge Project No.: 1658 Client: Hanson Wilson Inc. Date Drilled: 4-16-07 Location: NW of Shattuck RR bridge,Renton,WA Elevation: 27.69 NAVD88 "e Driller: Holocene Drilling Logged By: MAS Drill Rig: Mobile B-61,Hollow Stem Auger Depth to Water: Date: -4-16-07 Depth: Date: Depth: ✓om Elevation Well •.Ern a.) Test Results and Detail f°0 Description E z SPT Moisture • Depth(Ft.) L7 D NM N Value SPT N-Value • us 10 30 50 1 W.:.0 FILL 2 inches of Asphaltic Concrete Pavement underlain by _ VS �5 inches of base course. ral • _ = Interbedded layers(approximately 6 inches thick)of 11r 25 _ _ _ I soft,red/brown,SILTY CLAY;very loose,red/ brown,fine to medium SAND;very loose gray SILT; — moist. —5 iiii - - , S-1 2 20— _ - •)1 SH-2 I -- Illi E • • 1[ • -10 = '_: - _- = ' S-3 1 INI _ -_ Z • 15— _ - — SH-4 =- — • 11111 —- 15 — ••e • • _ — S-5 1 •, _ ., • _ E \• ..." • —20 — :71_ t1u _ _ — • a.•a S-6 8 • . 5 =▪ _ - - = i am - .• —25 =▪ = 4 _ •• _ ••[ SH-7 -WIL — _ ori -5— ML Loose,gray,silty fine SAND,moist,grading to — - _ CLAYEY SILT,moist. \ MS = _ I. III S-8 5 \ WO This information pertains only to this boring and should not be interpreted as being indicitive of the site. .. Figure PAGE 1 of 3 Milbor-Pita DRILL HOLE LOG ASSOCIATES,INC. Boring No.: MP-1 Project: BNSF Shattuck Ave Bridge Project No.: 1658 Elevation L vs a,Well Test Results and Detail 1I Co Description E 71.Z NM SPT Moisture • Depth(Ft.) c.D D cn Value SPT N-Value • 10 30 50 —35 =:N;_ .itis _ _ • •• •• • Medium dense,gray,fine to coarse SAND, moist. S-9 25 la -10—_ ii 111111 40 = •l VS Interbedded layers of medium dense,gray,silty fine s-10 27 • ' : o iiii SAND,moist;fine to coarse SAND,trace fine to 111111 _= _ c coarse gravel,moist;and CLAYEY SILT,trace -15 - •�, • organics,moist. 11111111 Ili —45 =_ '. S-11 11 111111• 20 111111 i ii S-12 19 _ _. . : . 25— __. _ ' , •• Increasing amounts of gravel present below 52 feet. • . .,. _ 55 _ _* e P - Interbedded layers of dense to very dense,gray,fine S-13 84 _ = • gravelly,fine to coarse SAND and reddish brown to .- - — !" 111 gray,clean to slightly silty,fine to coarse sandy -30 !' 4: GRAVEL,moist to wet. —60 :k ':: The sand in sample S-13 is in a 4 inch layer. -_ _ :w4!•- MC-14 44 III/1 hlii, 35— - .- r..: iii - _ _ !s .ju: 2 inch layer of medium dense,reddish brown SILT, S-15 18 _ — _: 1 ! moist present in sample S-15. -40— _ • 17 —70 = '---E: *�:e:, !' Interbedded layers of reddish brown,SILT;gray,fine ;:p;: SAND;gray,fine to medium SAND;gray,fine to MC-16 60 A!!mi: coarse GRAVEL,moist. 45— _ _ ". i • —75Ill i.' r• 111111 S-17 53 .. .. •M4 , „. -50— .. ... . : a Figure PAGE 2 of 3 Milbor-Pita DRILL HOLE LOG &SSOCIATES.INC. Boring No.: MP-1 ugs Project: BNSF Shattuck Ave Bridge Project No.: 1658 a) Test Results Elevation Well ma a r and Depth(Ft.) Detail j Description 0 E- NM SPT aim • Value SPT N-Value • • N • \ ' 10 30 50 +fir :• .4 •!' —80 : '•y1 S-18 40 KI �i -55—_ i : End of hole at 85 ft. MC-19 >50 -60—_ ilk --90 -65— 11� —95 -70— —100 -75— —105 -BO— —110 -85 115 ----- -90— —120 AO Figure PAGE 3 of 3 wr Mi or- DRILL HOLE LOG ASSOCIATES,INC. Boring No.: MP-2 Project: BNSF Shattuck Ave Bridge Project No.: 1658 Client: Hanson Wilson Inc. Date Drilled: 4-16-07 Location: Southeast of Shattuck RR bridge on Houser Way,Renton,WA Elevation: 26.76 NAVD88 rI Driller: Holocene Drilling Logged By: MAS Drill Rig: Mobile B-61,Hollow Stem Auger Depth to Water: Date: 4/16/07 Depth: 5.5 ft Date: z Depth: II v N Test Results Elevation WellL 0) and Detail m U) Description E Z NM SPT Moisture Depth(Ft.) 0 D Value SPT N-Value •• 111111 ' 10 30 50 o 9'' FILL 2 inches of Asphaltic Concrete Pavement at surface 25 _ ►����• Loose to medium dense, multi-colored, fine to coarse ►��j�j sandy GRAVEL, moist.(FILL) IN ►���� r - •♦�♦ No recovery in sample S-1. S-1 14 ,_ ML Stiff,darkofdark bluish ggrayra, y,SILTSAND.,moist,interbedded with a zo— fine Shelby tube sample taken at 7.5 10 feet. I iii -_ SH-2 --10 1 S-3 3 15 N SH-4 • ' —15 OH Dark brown PEAT in cuttings. 3 10—_ Mr SP Loose,dark gray, fine SAND,moist. S-5 5 —20 5Z ML Gray,CLAYEY SILT,trace organics,wet. ri> III SH-1A SP • Loose, •dark gray, SILT,and dark gray,fine to S-6 6 -_ medium SAND,moist.Layers are up to and greaterWO --25than 6-inches thick. 0 Vii' • • S-7 7 4\ —30 i ' -5_ . -_ Sample SH-8 contains increasing amounts of fine to coarse GRAVEL. i.y . The hole was originally drilled on 4-12-07 to a depth of 40 ft.Because of caving, the first 40 ft of hole was cased and redrilled on 4-16egi - 07. This information pertains only to this boring and should not be interpreted as being indicitive of the site. NW Figure PAGE 1 of 2 rr+ Milbor-Pita DRILL HOLE LOG ASSOCIATES,INC. Boring No.: MP-2 iiiii Project: BNSF Shattuck Ave Bridge Project No.: 1658 c.) m Test Results Elevation Well r o) co a ®r Depth(Ft.) Detail Description cE Z NM SPT Moisture Value SPT N-Value • _-N'T-- 10 30 50 —35 • Willi -10— -_ • •: SI IA GFoS;: . � f ; I SI April 25, 2007 HWA Project No. 2007-063-23 • Milbor-Pita & Associates, Inc. 17270 Woodinville-Redmond Road NE, Suite 703 rr Woodinville, Washington 98072 Attention: Ms. Carol Ravano Subject: LABORATORY TESTING REPORT Shattuck Ave S, BNSF Railroad Bridge,Proj.# 1638 Seattle, Washington SI Dear Ms. Ravano: As requested, HWA GeoSciences Inc. (HWA) performed laboratory testing for the above referenced project. Herein we present the results of our laboratory analyses, which are summarized on the attached reports. The laboratory testing program was performed in general accordance with your instructions and appropriate ASTM Standards as outlined below. miii SAMPLE DESCRIPTION: The subject samples were delivered to our laboratory on April 18,2007. The samples were delivered in 3"-diameter Shelby tubes. The Shelby tubes • were designated as MP-1 SII-7 25'; MP-2 SH-1 20'-22.5'; MP-1 SPT-6 20', MP-2 SPT-5 17.5'; and MP-2 SPT7B 28.5', which we understand indicates the boring number, sample number, and the depth of sample, respectively. S PARTICLE SIZE ANALYSIS OF SOILS: Samples MP-1. SPT-6 20', MP-2 SPT-5 17.5'; and MP-2 SPT7B 28.5'were tested to determine the particle distribution of material in general accordance with ASTM D422. The results are summarized on the attached Grain Size Distribution reports,which also provide information regarding the classification of the me sample and the moisture content at the time of testing. ONE DThIENSIONAL CONSOLIDATION PROPERTIES OF SOIL: The consolidation properties of soil samples MP-1 SH-7 25'; MP-2 SH-1 20'-22.5'were measured in general accordance with ASTM D 2435. Saturation was maintained by inundation of the samples throughout the test. The samples were subjected to increasing increments of total stress, the duration of which was selected to exceed the time required for completion of primary consolidation as defined in the Standard, Method B. Unloading of the samples was carried out incrementally. The test results are presented on the attached w figures (Figures 2 and 3). ; , \\ CLOSURE: Experience has shown that test values on soil and other natural 98036. materials vary with each representative sample. As such, HWA has no Ts; 4:75.774.0106 Fax: 4. 7 t-3._.'i._( w It 4}yt'itgvoscience:+.u'n S April 25, 2007 HWA Project No. 2007-063-23 rr knowledge as to the extent and quantity of material the tested sample may represent. No +�+ reproduction of this report should be made except in its entirety. We appreciate the opportunity to provide laboratory testing services on this project. eim Should you have any questions or'continents, or if we may be of further service,please call. +r++ Sincerely, HWA GEOSCIENCES INC. eta George Minassian, Ph.D. Steven E. Greene, L.E.G. Geotechnical Engineer Vice President GM:SEG:gm Attachments: ""' Figure 1 —Grain Size Distribution Report Figures 2 & 3 - One Dimensional Consolidation Reports Orr O wr OM WM Irr Lab Report 2 TINA GEOSCIENCES INC. io b . _ ,_T, 1 , , , , o ea M V CV G NO it ch M CV ..-_ 1I I �O Ti f-- Oto < 0 LL C) T) O O O ''Q ", 7/71- › c 3: NI < ce,77 o - _ (,) w � it tli r i I___ 1 I/ fl W } 1-._ I I C 2 G I3 ! 1-' _ I 0,3 t1 C -1 / o U LAS W U) 7 t r- (7) ct 1 1 _7,5; 1 174 cl.) 01 z co ` - ,;, ---l- -4 . -- •' to I 1 i a I---i W T {L rii 06 as o Cr ---- _..--'-I I I — csi _to (t5 . r. .. . ,2.-"1---- ca ,....--- o o O %�J - _ _ 0`) co 2 cfl z 17 I I I T l =' o z n u4: CTS - %/ I 1 Q o d a ¢ '' Z U E W � / 1� 1 j- Q va '7 5 c-Ii 5 * y 1 , i - 1 _l______ 1________ (...D 0 ›, >, ›, ZO- m 5 m O Q N 11.1 I3Q ` i ` c o / o) oon i v v 00® t n 0 ry. as n I 1_ co Cn rj< 3 ! ____ .-!3 I _ I ,o I !_ I O :r6 n in Q> I 1 i I I I U N (/}LL. ____. 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E ci) 0 I 1 Cf) 0 fa > 1 en 2 u) o ' i cs)• • T. :;.--; • • • ct , 1'V Ili 1 i '0 • 'e-' > . • 1 1 : .4, •I - •• i• 1 • • . • • 1 1 • 1 1 • ei i 1 1 I Illi 1 I , , I 1 . , :1 v-- Ili 0 to 0 to o Lo 0 No __I (0)ogeH moA cu 1 Z Z -00) ca -- . - z < en P :.3 a m ct •cr ao .7 2 .-J _ t....-• .0 C. ,.."; 0 " Wii C 4- 1 I 1-1 u) ix @ U.I Z it ii_ • ' I , 1 Z a U) CO ..c ', :— .2 — , , . iii __.. ca — I 1 o cy) -1 ND , , I, I 1 1 i : , , eli =4 = — . . 0 U) cN.1 (I) o.I •?-. . . , 1 , rz -5 75 • . ; L • , ...j Lt./ • • 4 I a • , .44., • , • c) 0 ,•• a) ,- ',tr., la 6 ',2-: 0 o [ 1 I . g2 1 1 0`8 •ci -c? E ° i--,—,7, u L' 0 , 0 0 , 0 , 10 0 1.1.1 cciZna) ----. c-0 t , q q q 01 CO CO a cu -,7, CL CL C-3 (o)o!leN ploA 6 6 .,... E E :,- ,..,., _ ommo 4., a. a_ in u) co u) a NO err JACOBS ASSOCIATES +� Engineers/Consultants ssr r APPENDIX D Previous Explorations and Laboratory Testing from 410 SW 7t" Street Storm Drain Geotechnical Report (HWA, 2003) .210 to ' ......"A'''',"'.'':'-''.,' ;:. 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' ? 1 1 , , C, 169 .: LOCATION ' cI1^mo _ SI .._ S..ityR.. .' _ IM i ' m1!"',.SBSE -., ,Tukwila•- ,.j ....-- .,,, O?'a th i '<` 09.rstIco 1 } 7TH 1 _ 't} SW TH - I� �. /fV�. ./�I I:4{ i I ,I2Oh •• \ a li 1 S •I Steck.' • 2 k ''5I I 87 .i o z n fi ' 1 -i!< MAS".'' -tY4 N q <•, w N ni \ D +• 19 Ib r m n.S,Nlt9'iti� 7.-,,,,-7-0—:. `{ 1 `\ ' I _-.:-� .,!rv - 2• .`�'; A05� F , hY 1 • :• "�n: CAVEei pN - y f 40-i______-----' 1 W 810,1... ..,d_ .1. ._"4G S CN � m ...i,,, ,,,./c..;,.... .,;:_114.-"Y . TCN.- w .D----. , t IN i '8Y I �• � m -1 u '; Sr153RD. [n .,,,( �,?� £ y.r: m O ' \ [?(1 'r.m, IA. 1h J 0 b,rr 0 .� „ ?y. t t . / x, .-.m 2 I - C.. S ® d s. m t w rr-...m m .� „/‘.i Sorithceraer - 4 .`�•' 1 ,C :•;1'... 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R'1-0 RO m\ .m i'-dl p�`, ..m..m. u; 410 H L `t w' -o I ,'F IS1V 34TH it c.'17,, ',5' rS3r -CSi i. r� \ 'ti ?t 'In't, I I ` = I `o- i;,1.4...,', i o' w S A. i.1m. ¢ , ' rn 1 j,A 6 ,..t �a '3ix D i" W `, FAT-7d:cn lQ 'C 1' r t{ , w IA < , I -u} ''• ..1 4 r '-+m D1998I1Lm�..f�tAL IItA' N+il _ • I 1, ,m �:� `..a t8 t Iw• I := m `,, ..'_-W, .,f. , !v , II. a NOT TO SCALEup SOURCE' DeLORME STREET ATLAS USA, 1998 J VICINITY MAP DRAWN Br _SR_ 00 +CHECKED BY BKH 1 gni SW7TH STREET E STORM DRAIN DATE f.IM/MrHD. HW&GEOSCIENCESINC RENTON, WASHINGTON 02.04.03 2003-007-21 t HI\1Pro,Jects\2003 Projects\2003-007-21 SW 7th St Storm Droln\cod\2003-007-21-01.DWG a L. / RELATIVE DENSITY OR CONSISTENCY VERSUS SPT N-VALUE TEST SYMBOLS COHESIONLESS SOILS COHESIVE SOILS %F Percent Fines Approximate AL Atlerberg Limits: PL=Plastic Limit ApproximateLL=Liquid Limit Density N(blows/ft) Relative Density(%) Consistency N(blows/ft) Undrained Shear atm Strength(pst) CBR California Bearing Ratio Very Loose 0 to 4 0 - 15 Very Soft 0 to 2 <250 CN Consolidation Loose 4 to 10 15 - 35 Soft 2 to 4 250 - 500 DD Dry Density(pcf) Medium Dense 10 to 30 35 - 65 Medium Stiff 4 to 8 500 - 1000 DS Direct Shear Air Dense 30 to 50 65 - 85 Stiff 8 to 15 1000 - 2000 GS Grain Size Distribution Very Dense over 50 85 - 100 Very Stiff 15 to 30 2D00 - 4000 K Permeability Hard over 30 >4000 MD Moisture/Density Relationship(Proctor) MR Resilient Modulus USCS SOIL CLASSIFICATION SYSTEM PID Photoionization Device Reading VW PP Pocket Penetrometer MAJOR DIVISIONS GROUP DESCRIPTIONS Approx.Compressive Strength(tsf) vi SG Specific Gravity Gravel and •�`GW Well-graded GRAVEL '.. Coarse Clean Gravel TC Triaxial Compression Gravelly Soils little or no fines •U low Grained ( fines) GP Poorly-graded GRAVEL TV Torvane Soils ° Approx.Shear Strength(tsf) More than • 50%of Coarse Gravel with °,.,c GM Silly GRAVEL UC Unconfined Compression Fraction Retained amount of fines)Fines(appreciable 4,eit GC Clayey GRAVEL �L�fIJ on No.4 Sieve Wel SAMPLE TYPE SYMBOLS Sand and SW• Well-graded SAND l�/} 2.0"00 Split Spoon(SPT) Clean Sand /� Sandy Soils (little or no fines) _ (140 lb.hammer with 30 in.drop) More than SP Poorly-graded SAND Shelby Tube 50%Retained — " 50%or More ;- • on No. Sand with SM Silly SAND E. 3-1/4"OD Split Spoon with Brass Rings of Coarse `J 200 Sieve Fraction Passing Fines(appreciable Size No.4 Sieve amount of fines) - SC Clayey SAND O Small Bag Sample WI ML SILT r1 'J Large Bag(Bulk)Sample Fine Silt Liquid Limit Grained and Less than 50% / CL Lean CLAY Core Run Soils Clay YrYr OL Organic SILT/Organic CLAY 0 Non-standard Penetration Test (3.0"OD split spoon) MH Elastic SILT Silt 50%or More and Liquid Limit CH Fat CLAY GROUNDWATER SYMBOLS Passing 50%or More VIM No.200 Sieve Clay Q Groundwater Level(measured at Size OH Organic SILT/Organic CLAY time of drilling) 1 Groundwater Level(measured in well or Highly Organic Soils PT PEAT i, ,,i open hole after water level stabilized) girl COMPONENT DEFINITIONS COMPONENT PROPORTIONS COMPONENT SIZE RANGE PROPORTION RANGE DESCRIPTIVE TERMS 4111111 Boulders Larger than 12 in <5% Clean Cobbles 3 in to 12 in Gravel 3 in to No 4(4.5mm) 5-12% Slightly(Clayey,Silty,Sandy) Coarse gravel 3 in to 3/4 in Fine gravel 3/4 in to No 4(4.5mm) 12-30% Clayey,Silty,Sandy,Gravelly Sand No.4(4,5 mm)to No.200(0.074 mm) Coarse sand No.4(4.5 mm)to No.10(2.0 mm) Medium sand No.10(2.0 mm)to No.40(0.42 mm) 30-50% Very(Clayey,Silty,Sandy,Gravelly) SO Fine sand No.40(0.42 mm)to No.200(0.074 mm) Silt and Clay Smaller than No.200(0.074mm) Components are arranged in order of increasing quantities. NOTES: Soil classifications presented on exploration logs are based on visual and laboratory observation. MOISTURE CONTENT WI Soil descriptions are presented in the following general order. Density/consistency,color,modifier(if any)GROUP NAME,additions to group name(if any),moisture DRY Absence of moisture,dusty, content. Proportion,gradation,and angularity of constituents,additional comments. dry to the touch. (GEOLOGIC INTERPRETATION) MOIST Damp but no visible water. ISO WET Visible free water,usually Please refer to the discussion in the report text as well as the exploration logs for a more soil is below water table. complete description of subsurface conditions. ow LEGEND OF TERMS AND LIll ' SW 7th Street Storm Drain SYMBOLS USED ON iiiiv HWAGEOSCIENCES INC. EXPLORATION LOGS PROJECT NO.: 2003007 FIGURE' A-1 LEGEND 2003007.GPJ 2/13/03 • , (*DRILLING COMPANY: Holocene Drilling LOCATION: See Figure 2 \ IMP DRILLING METHOD: Hollow Stem Auger DATE STARTED: 1/30/2003 SAMPLING METHOD: SPT w/autohammer DATE COMPLETED: 1/30/2003 SURFACE ELEVATION: 25 ± feel LOGGED BY: B.Hawkins co w co w a co z Standard Penetration Test U 0 _ in-- F- u v (140 lb.weight,30"drop) - Lii2 c F w aiii ♦Blows per foot Lii_J 5G I-� COCO W N 0 o Q Q W O = D U W 0- rn DESCRIPTION Co cn a O a cn 0 10 20 30 40 50 1-1-10(1- 0 0— GP \ACP /- `- r o J Medium dense,brown,sandy,GRAVEL and COBBLES, y - ) moist. _ i ML \ [FILL] /- XS-1 1-1-3 A • I Loose to very loose,dark gray,very sandy SILT,wet. Abundant organics and wood. 5— [ALLUVIUM] S-2 0/18" GS • —5 - OH Very soft,dark brown and gray,organic SILT,wet. - -owAbundant organics and wood. - ML Very soft, gray,slightly fine sandy,plastic SILT,wet. ElS-30/18" GS - Sandy lenses and organics noted. - 10ML Very soft,dark olive brown,clayey SILT,moist. Abundant X S-4 0118" GS •• -—10 - organics and wood noted. SP Loose,gray,fine to medium SAND,wet. Silt lenses with . • - �, SM organics noted. NS-5 0-2-2 - 4 15 S 6 0-2-4 A ..• —15 IL. A • - i OH Very soft,dark brown and gray,organic SILT,wet. X S-7 0/12"-2 - M MO Abundant organics and wood noted.--_'.. - .,w 20— ^�h' E S-8 3-4-4 • ♦ • —20 (l,( wew ML— ,Soft,gray,SILT, C - - SM Loose,gray,silty to clean,SAND,wet. Interbedded with E _ - ,;✓'r dark brown,organic SlIt-tenses: E 25— A • —25di N S-9 3-2-2 — - - - iiii- 30— S 10 2-4 5 -.Ai, A. • —30 - ilii Total depth=31.5 feet. - 35— —35 - - iii 40— —40 0 20 40 60 80 100 Water Content(%) Plastic Limit f • ) Liquid Limit Natural Water Content O. NOTE: This log of subsurface conditions applies only at the specified location and on the date indicated and therefore may not necessarily be indicative of other times and/or locations. BORING: isi U LIlik, SW 7th Street Storm Drain BH- 5 PAGE: 1 of 1 HWAGEOSCIENCES INC PROJECT NC.: 2003007 FIGURE A-6 PZO 2003007.GPJ 2/13/03 DRILLING COMPANY: Holocene Drilling LOCATION: See Figure 2 ON DRILLING METHOD: Hollow Stem Auger DATE STARTED: 1/30/2003 SAMPLING METHOD: SPT w/autohammer DATE COMPLETED: 1/30/2003 SURFACE ELEVATION: 26 ± feet LOGGED BY: B.Hawkins +1r w a w z Standard Penetration Test v Y j u w U (14D lb.weight,30"drop) +Irr -- r z in c F w Q A Blows per foot UJ UJ LU I-^ 0 0 a - o 3 w Ow 2� CL a) `3 0 z p E- wU W 0 ci 0) DESCRIPTION co a 0 °- 0 10 20 30 40 50 0 + D— Rim= —0 ov t, CP \ACP - Loose to medium dense,brown,sandy GRAVEL and 0 COBBLES,moist. Bricks from 2.5 to 3.5 feet. • - o0(( [FILL] M S-1 34-24-8 - ✓ - - 111-L— SM Loose,dark gray,slightly silty to silty,fine SAND,wet. 1 5— [ALLUVIUM] I S-2 2-3-2 • '••A • —5 - Q - N S-3 0/18" GS 1- .2, • 1,-7 Peat and OH Very soft,dark gray and black,organic SILT,wet. _ clayey silt lenses noted. Abundant organics and wood 10— ''w noted. • F I • —10 y Organic Content(S-3)=14.7% El. S-4 0/18" AL E •S-5 0/12"-1 • - IJP 15— 1• • —15 - SP Loose,gray,slightly silty,fine to medium SAND,wet. N S-6 • 0-2-3 - •IIf SM OH Very soft,dark brown,organic SILT,wet. S-7 0118" • - ..,�i - •MI' ...-&-,-A-, 20— ..v • —20 ML Loose,gray,very silty,tine SAND to sandy SILT,wet. M S-8 2-2-3 - SM - imi . i - :. 25— � S-9 5 12-12 • A —25 too ( GP Medium dense,gray,sandy,fine to coarse GRAVEL,wet. - CyDark brown,organic silt lenses noted. . )0 O _ . _ o0 ( , - o C iy .,, •A —30 30— o O( MS-10 3-9-8 � �y.v _ 0 Cy IV- r so • Total depth=31.5 feet. - . —35 35— 40— -40 0 20 40 60 80 100 Water Content(%) Plastic Limit I--11--1 Liquid Limit Mlle Natural Water Content NOTE: This log of subsurface conditions applies only at the specified location and on the date indicated and therefore may not necessarily be indicative of other times and/or locations. • BORING: UMSW 7th Street Storm Drain BH- 6 PAGE: 1 of 1 MN HWAGEOSCIENCES INC. PROJECT NO.: 2003007 FIGURE' A-7 PZO 2003007.GPJ 2/13/03 0 ,lei Z ml Qc3 J • co cgs J LL IL U O 0 //�� W VJ Q J Z < o o a N CO v U = o CN U U 2 c v -- D J O °- J Cf a _4 4.0 0 Ili l J J C z .FCS. C H O H 0 ita a E c.)J a c a O U O 0 0 65 D U c Q) 0O 2 N L N i ■ O -J JR: Ili Icn >' T Y N 9 la a) a) a O C U) ,r V 7 f I tilt O d O US O N W c c'i o Q N Co LI1 a' 11 W N 0 0 J CL Q co m co F--� J I I I U U m m m W o Z J 0 0 0 0 0 0 0 m• • ■ U (Id) XEONI AIIOIISV1d � cn c F n 1 VIII , 1 \ d- 12) Lc) o CO On U) l yr O C N CD o) N D CN 0 >- LE N rn It)) J �- 1 I o o < a J ozr� U 0 c ow @ Ch7:1O) < v J 0 m m _J I- N m W5 CJS e N �NVQ > /1 O @ N vIJ Q O OW C7 O _JO Z 0 up o U I— a o f-- W erro z J Q H O CL a U J CO J tY J d IOWJ Cl) l) COCO Mile r in U) o IY o LII RI---. / -r4- W 0 o_l(------------ JJ a) z4- - _ viaE. z . -■---4- ro o N E 0 i- 0j O arr I Lo Z zo � R. CO CE w v 4 = No 0 (75 f) cr) [ . , . i___—____I H «. CO Cl)> h- 1.1,1 U N F- r CO V) — N L 'al _i › >; o 0 >; m O z @ > m Ln CO O 0 OD U) ) I v v ✓ U c D �-4 - I --- oIn LL ch '-NW O L J = m 0 ( F- Q �� I 1 I j 1 I 7 0 6 6 CD U Z S V a) CV Cl) V N ~� CD - ____ w CI) (l) Cl) w O d _ . , o Z . < IOW 2 S 2 _N - o M o 0 0 0 0 0 0 0 0 0 0 CO CO CO O (P of N O up •a- M N �� N I O CC'! MO 1HJIHM A8 213N1d 1N3O2�dd • ■ 4 o o N (Y C7 eV ` iter I 1 o m o a 0 o co v N I I Q < ❑ m N O Fp I co -JJ H Ili N M W N O vj — r) Q N- > C) o woO . 1 In J = o a U H c9 o H LU <^ ° ar -J H H O d LL U W — O co -J 0- 2 M CV 7 N O U) o LL o II W N- o =� , # ---it- F- W at / / 1 -� +fir o ZJ o --1 c_ t ....---- T 2 c 1 1 .a E N o p Ri � --- I I r_ Nilc §I715 L - co E W O- H 3 Y _ C2 RI U) >+ O j. a L L1 @ > (p co Q O O O o Q O Y Y U Z -' Q O o 0 ci) I -- — i J .J Jeit C/) 1 - ,C D co- i O in LL / O - Of• _ To .1 JM 0_W co CDoLn Q � T I I I I Q ` O r -M f V v NN I I L M 7 M I N W (n to n OI O d U U In 2 + iii `n 2 S S F_r c 00 0 0 0 0 0 CD 0 0 o CO CO m U F O O DO h CO in 'Cr CO N (n J LIZO O iHe18M A8 218NIJ 1N302J8d • • ■ } r u 0 C ` ugg JACOBS ASSOCIATES Engineers/Consultants "go APPENDIX E Previous Laboratory Testing and BH-5 Pump Test Results from Excavation Dewatering Estimates 411110 SW 7th Storm Drain Replacement (HWA, 2004) 41111 ow 410 to et N- o C vJ N L -.:. >' CN g J s ge z 0 U O cow QU) 2 J �eo 5Q Itw� N � N. E i LL CD a, , -J o a H� W N 0 / • J cc 2 Z ,- -J Q i— o a. O w J U n. g v rc O' illi a, w 6 CC 5 olio W III O JC c� C 2 m c 1 LL Z V' Q �- N m E I— o f!) ¢ O / 2 o *-- _ o Z J (n Z o y76 • d1 LL (J) � N N- — V' O Cn - r'' ami 0 O 1- -c ` Q c ti U O Tb- a, Q 0 o o D m` Ili U Z I—• #i u, E CD N -, = N C a - -' O F-' m a o w ._I ❑ N W O 1 r M U9') Cl) Z a CD Nw Gen0 d w fit o • g U inco Ln Z co J O 1HJI3M AEI 2�3NId 1N9O d CO • S WO Waterloo Hydrogeologic Pumping test analysis Date: 28.01.2004 I Page 1 180 Columbia St.W. Recovery method after• Project Renton t Watertoo,Ontario,Canada THEIS&JACOB ph.(519)746-1798 Unconfined aquifer Evaluated by:AS Pumping Test No. Test conducted on: 1/21/04 motBH5 recovery Discharge 4.53 U.S.gal/min Pumping test duration: 2.00 min .rr tit 100 101 102 0.00 +rw 2.00 • err 4.00 • 6,00 ,rr 8.00 • 10.00 { 12.00 •ea . • 14.00 ! 16.00 I I I I k 1 I I 18.00 err I I I I I ! 20.00 o BH5 recovery +rrr Transmissivity[ft2/min]: 1.94 x 10-1 vs Hydraulic conductivity[ft/min]: 4.86 x 10-3 Aquifer thickness[ft]:40.00 dr rrr. rrr +r aw Waterloo Hydrogeologic Pumping test analysis Date.28.01.2004 Page 2 180 Columbia St.W. Recovery method after Project: Renton Waterloo,Ontano,Canada THEIS&JACOB illi ph.(519)7461798 Unconfined aquifer Evaluated by:AS Pumping Test No. Test conducted on: 1/21/04 BH5 recovery BH5 recovery a Discharge 4.53 U.S.gal/min Static water level: 0.0000 ft below datum Pumping test duration: 2.00 min Mk Time from Water level Residual Corrected end of pumping drawdown drawdown [min] [ft] [ft] [ft] Oil 1 0.0700 21.5500 21.5500 15.7450 2 0.1000 21.5200 21.5200 15.7311 3 0.1400 21.4800 21.4800 15.7126 ">' 4 0.1700 21.4500 21.4500 15.6987 5 0.2000 21.4200 21.4200 15.6848 • 6 0.2300 21.3900 21.3900 15.6708 7 0.2700 21.3500 21.3500 15.6522 • 8 0.3300 21.2900 21.2900 15.6242 9 0.4000 21.2200 21.2200 15.5914 ,, 10 0.4300 21.1900 21.1900 15.5773 Iii 11 0.4600 21.1600 21.1600 15.5632 12 0.5000 21.1200 21.1200 15.5443 13 0.5300 21.0900 21.0900 15.5301 14 0.5600 21.0600 21.0600 15.5160 tri 15 0.5900 21.0300 21.0300 15.5017 16 0.6300 20.9900 20.9900 15.4827 17 0,6600 20.9600 20.9600 15.4685 18 0.6900 20.9300 20.9300 15.4542 t 19 0.7300 20,8900 20.8900 15.4351 20 0.7600 20.8600 20.8600 15.4208 21 0.7900 20.8300 20.8300 15.4064I 22 0.8600 20.7600 20.7600 15.3728 23 0.8900 20.7300 20.7300 15.3583 24 0.9200 20.7000 20.7000 15.3439 .4` 25 0.9600 20.6600 20.6600 15.3246 a 26 1.0500 20.5700 20.5700 15.2809 27 1.0900 20.5300 20.5300 15.2615 1 28 1.1500 20.4700 20.4700 15.2322 11 29 1.1900 20.4300 20.4300 15.2127 30 1.2200 20.4000 20.4000 15.1980 1. 31 1.2500 20.3700 20.3700 15.1833 32 1.3500 20.2700 20.2700 15.1341 NW 33 1.3800 20.2400 20.2400 15.1193 34 1.4100 20.2100 20.2100 15.1044 4; 35 1.4800 20.1400 20.1400 15.0698 36 1.5100 20.1100 20.1100 15.0548 iiii 37 1.5500 20.0700 20.0700 15.0349 38 1.5800 20.0400 20.0400 15.0200 39 1.6100 20.0100 20.0100 15.0050 al 40 1.6400 19.9800 19.9800 14.9900 41 1.6800 19.9400 • 19.9400 14.9700 42 1.7100 19.9100 19.9100 14.9549 111. 43 1.7400 19.8800 19.8800 14.9398 44 1.7800 19.8400 19.8400 14.9197 45 1.8100 19.8100 19.8100 14.9045 46 1.8400 19.7800 19.7800 14.8894 lis 47 1,8700 19.7500 19.7500 14.8742 48 1.9100 19.7100 19.7100 14.8539 49 1.9400 19.6800 19.6800 14.8387 sai 50 1.9700 19.6500 19.6500 14.8235 JACOBS ASSOCIATES I use Engineers/Consultants AIM NO 411110 APPENDIX F Lateral Earth Pressures for Temporary Braced Shoring (HWA, 2003) 4110 11110 410 11110 to MP / ( \ B 1 X SURCHAGE LOAD = q I l I - I r 15H SO I v, X/2 BRACED SHEETING illa H 1.5B BOTTOM OF EXCAVATION NO I I`20H /—o O f 1 0.41 (1—(X/B))q D Si SURCHARGE PRESSURE 1. L..._ � ' 63H 1 1 20H + 20D II 280D I HYDRO STATIC PRESSURE ACTIVE PRESSURE PASSIVE PRESSURE ID Influence Factor (I) for Surcharge Loads Ka = 0.390 (Active earth pressure coefficient — for level backslope) For: Kp = 2.56 (Passive earth pressure coefficient) x?H i=0 iiiii H>x>H/2 i=0.5 0 = 26' (Angle of internal friction) H/2>x>H/4 i=0.75 H/4 >x i=1.0 V = 110 pcf (Total unit Weight) r = 48 pcf (Buoyant unit Weight) fNi' NOTES: 1. Embedment (D) should be determined by summation of moments beloW Ili the lowest brace. 2. Recommended earth pressure values are in units of pounds per squore foot (psf). Dimensions are in units of feet. Ili 3. A factor of safety has not been applied to the recommended earth pressure values. 4. For this site, we recommend that the design ground Water level be assumed at the ground surface, illit \ J LATERAL PRESSURES FOR DRAWN RC S/4 F70URE K. �� TEMPORARY BRACED SHORING CHCCKED DY �KH 4di gLiiiI SW 7TH STREET DATE HWAGEoSCIENCES INC STORM DRAIN 02.04.03 2003-007 RENTON, WASHINGTON le H:\t Projects12003 Projeds2003-0D7-21 SW 7th St Storm Dramlrad1203-007.04.DV,,G le { toe City of Renton Contract Documents for Rainier Ave S (SR 167)ImprovemeG Project Phase 1: Sha#uk Ave S Stormwater Bypass trio APPENDIX E Amei£cnRecovery and Reinvestment Act(ARRA) Reporting Instructions a d Report Form FHWA-1589 � . . \\ . � I 1 Igo � . . . . � . . a � . . : . . {< � � . L . . t t t 1 i 1 i D a s i i THE AMERICAN RECOVERY AND REINVESTMENT ACT OF 2009 REPORTING REQUIREMENTS Federal Highway Administration U.S. Department of Transportation April 27, 2009 Version 2.0 The American Recovery and Reinvestment Act of 2009 Reporting Requirements Introduction The American Recovery and Reinvestment Act of 2009 (Recovery Act), provides the State Departments of Transportation and Federal Lands Agencies with $27.5 billion for highway infrastructure investment. With these funds also comes an increased level of data reporting with the stated goal of improving transparency and accountability at all levels of government. According to President Obama "Every American will be able to ' hold Washington accountable for these decisions by going online to see how and where their tax dollars are being spent." The Federal Highway Administration (FHWA) in concert with the Office of the Secretary of Transportation (OST) and the other modes within the U.S. Department of Transportation (DOT) will be taking the appropriate steps to ensure that this accountability and transparency is in place for all infrastructure investments. NMI The reporting requirements of the Recovery Act, are covered in Sections 1201 and 1512. Section 1201 (c)(1) stipulates that "notwithstanding any other provision of law each grant recipient shall submit to the covered agency (FHWA) from which they received funding periodic reports on the use of the funds appropriated in this Act for covered programs. Such reports shall be collected and compiled by the covered agency (FHWA) and transmitted to Congress. Covered agencies (FHWA) may develop " lli such reports on behalf of grant recipients (states) to ensure the accuracy and consistency of such reports." sr OST, FRA, FTA and MARAD will initiate a data collection procedure in May, 2009 called the TIGER Collector. Reporting on FHWA grants will continue to use the forms provided in this guidance. Recipients of non-FHWA funds will report on those non- FHWA funds using the TIGER Collector but continue to report on FHWA funds using the forms provided in this guidance. me Section 1512 or the "Jobs Accountability Act" requires "any entity that receives recovery funds directly from the Federal Government (including recovery funds received through grant, loan, or contract) other than an individual," including States, to provide regular "Recipient Reports." To complete the Form FHWA-1585, Monthly Recipient Project Status Report all Prime Contractors must have or obtain a DUNs number. All US Government contractors, grantees and loan recipients can request a DUNS number or modification to an existing DUNS record by using the online webform process at http://fedqov.dnb.com/webform (for US and International locations) or they can call 866-705-5711, option 3. The toll free number is for US locations only. Registrants will be asked for their entity name, address, city, state, country, postal code, highest ranking individual's name and title, line of business, # of employees and legal structure (ie: corporation, non profit, etc.) and socio economic data (veteran owned, women owned, etc) If they use the webform, its there is a mailing address area, SIC code and annual revenue data lines but these are optional. a At. Federal Highway Administration -1- April 27, 2009 111, The American Recovery and Reinvestment Act of 2009 Reporting Requirements Form FHWA-1585, Monthly Recipient Project Status Report has been modified to capture Disadvantage Business Enterprise (DBE) information for each project. The data elements are for project specific DBE goal, prime contractor commitment at the time of award, and the actual dollars paid to the DBEs. Recovery Act specifically states that the 4.0 DBE requirements apply and thus by reference the authority to collect data collection is grounded in the DBE regulations. This document describes the reporting requirements and data analysis processes that FHWA will implement. States will be responsible for providing the data that are not currently available at the national level. Please note that this document does not address every data element that is required to be reported but rather the data that needs to be specifically collected because it is not currently being reported. To the maximum extent possible, FHWA will utilize existing data programs to meet the Recovery Act reporting requirements. For example, for the requirement to report aggregate expenditures of State funds, FHWA will use existing reports submitted by States and data collected in the Financial Management Information System (FMIS). tug The following diagram shows a conceptual overview of the flow of data between the existing data programs and the new data to be reported by the States, which will all be fed into a new FHWA data system for integrating, analyzing, and reporting the data. ao While the reporting obligations in the Recovery Act are only applicable to the grant recipients, the States may need to obtain certain information from their contractors, consultants, and other funding recipients in order to provide the FHWA with all of the required information. WO AIN WIN Federal Highway Administration -2- April 27, 2009 way iii The American Recovery and Reinvestment Act of 2009 Reporting Requirements Figure 1 —Conceptual overview of ARRA data model. eit Jobs, Bids, Awards + ► & Project Finance Bid Tab Information -_� .r - State reported data ■+ <Pata Integratt �. m �R - Existing FHWA data j , A alysis, : 3 to - New FHWA database 6Reportng la - FHWA generated reports As the recipients or grantees for the majority of the Recovery Act funds, States are by statute responsible for the reporting to FHWA on the projects, use of Recovery Act funds, and jobs supported. States that receive recovery fund apportionments directly "" from the Federal government are responsible for reporting to FHWA, which in turn is responsible for reporting periodically to Congress and quarterly to the Recovery.gov website. To achieve a high-quality, consistent basis for reporting, the FHWA hasslit designed a system for obtaining and summarizing data for all purposes. These purposes include not only ones in legislation but also providing a consistent platform for State and FHWA internal reports. ' ' Reporting Timeline es FHWA will use the information from the regular monthly State reports and existing FHWA data programs tomeet the quarterly and periodic reporting requirements. FHWA requires monthly reporting of data from the States to ensure timely data verification and "' to ensure the data meets quality standards. In addition employment data are required on a monthly basis for FHWA's indirect and induced employment model. The following graphic shows when the various State and Federal Land Management Agency reportsiiit are due to the FHWA and when FHWA reports are due to Congress and the public. err us ori► sik voi Federal Highway Administration -3- April 27, 2009 i"' The American Recovery and Reinvestment Act of 2009 Reporting Requirements I ti z I r o j o Z6oZ'0£iegwelctes saTeurwieT p)eog Aoua)edsueil pue Aj!I!ge;n000y AJeAooaa a N _ ll 2 II 2 �I die LL z .10 0) - - -. Oil 2 2 Mir °_,- II z r ° L L _- m'' a 1 o, 'sI ) 2 E Q .• LL 1 I z 1 o iI 4.0 U) I I I I Ii apodagaauegdwod'(I) o � 1 I I -II I_ I IL N ow U- as 0 I'. r-c O > 4 O h O C • -O arr o c a C dHCU ii p -O o O9 d U O U@ v) O O I N a C O Cn O! cl rut -m X 2 3 o o E m -O C �,a) f 3 a-D 5 w o.m l W u)< S • m 3 O a '5� o'.. a o i ' o): z O Ol O N N N c y C m a (91',;, 24O y.3 .51%"'.1. C C o m= a 2I.O m aO u, v O E p _� 1 o o a `o a,2 O .- a y LL2 O U 3 _ O EI U_ N to j '-' O N., N 2'27)O -O LLl y N O'O O x C@ c.-'0 '(>3 O E 11 o i 5 O O ) L m l N O c 1� E L y 2 o . . d d-O Oil _ E''' — U o .-. a) O �'..C o —o O > o a) T p C 0 f- Aro O d ,R o 0 0'',0 D — 8.(517:6- N a g 0 O-O C 8 9 O Lia E • g' ,19- 2 Q 2 O o x m a `m �' m m o.� a �''o m— o'a yI� (.,2g --.- V13' o C . Q- - E E E -E d CV O,a) E o c m C ate) a),ci o f o m ,% t 8 -. . w C m < § 7 m C O ofa ct o a)m om m a o-y °I - o ,2 O -NO C a) Q C of Z,ZZQ� 'vw o',O W Q .walo E a� ZO0wLL ° -0 �° 0 E_ o = `lam (n d Iff3 Z Z . 0 a .R F- Q I C O O O) U U O C LL X Qaa WliU X X Qm° ,W X O N NR.-N N N c- O O N c-) Ch M M(`7 Ch 7 O s- Cl O a) OUOUOOUO 1, � vvvvvVvvv� ' � � �a U Wit Federal Highway Administration -4- April 27, 2009 The American Recovery and Reinvestment Act of 2009 Reporting Requirements Reporting An initial list of projects to be funded with Recovery Act, consistent with the list of projects provided in the State's Section 1511 certification, will be submitted by the State directly to the FHWA Headquarters Office. Subsequent State reporting will be through the appropriate FHWA Division Office. The Division Office will be responsible for monitoring the compliance and completeness of the reports. The data quality reviews to will be conducted by FHWA Headquarters Office. States will be responsible for updating the project status and jobs information monthly to their respective Division Office for all projects receiving Recovery Act funds. These monthly reports are required regardless of whether the project is funded in whole or in part by Recovery Act funds. To the maximum extent possible, States will be able to use existing State data programs for reporting. For States who do not currently have an existing system with the required information, FHWA will be providing MS Excel based forms that can be a" used for their own reporting as well as the reporting of their contractors, consultants and other Recovery Act funding recipients. vs It is important to point out that States are responsible for reporting project, jobs, and finance data for all Recovery Act projects including those managed by their funding recipients, such as other state agencies and local governments. States can utilize the ati FHWA forms for collecting this information, or can use their own existing or new systems if they so desire. Information Flow Diagram Tt 1 t7©T,✓ @GDYe so w Collect, Compile, &Report FHWA Certify Filing Virginia Division Texas Division A A 4.0 Review, Report,&Summarize Virginia DOT Texas DOT Filing employment data Contractor A Funding Contractor C Funding Recipient B Recipient D Contractor B Contractor F Federal Highway Administration -5- April 27, 2009 The American Recovery and Reinvestment Act of 2009 Reporting Requirements Monthly Employment Report (Form: FHWA-1589) tip This form is a guide for the States in providing employment information on each Recovery Act project. Monthly employment information on each Recovery Act project is used by States for meeting the reporting requirements of Sections 1201 and 1512. In `"` order for States to fulfill their reporting obligations, the States must collect and analyze certain employment data for each Recovery Act funded contract. The data requirement in Recovery Act extends beyond the number of workers at the work site and, therefore, FHWA has produced a form for guidance to the States. This data to be reported is identified below and will be used by the States in developing Form 1587, which is to be submitted to FHWA. Since States may not currently collect this data, the States should sio develop a new specification for each Recovery Act-funded contract in order to obtain this information from contractors and consultants. In doing so, the States should use the provided model form and require the reporting of this data from the prime contractor or consultant. The prime contractor or consultant shall complete a report for each month from the date of the Notice to Proceed until completion of the contract or September, 2012 whichever occurs sooner. This report is only required for contracts that use a'" Recovery Act funds. States should require contractors and consultants to provide the required information for their own workforce as well as the workforce of all subcontractors that were active on their Recovery Act funded project(s) for the reporting Il"' month. It will be up to each State to determine when they obtain the necessary data from their contractors or consultants, keeping in mind that the summary form is due from the State to the FHWA Division no later than the 20th day of each month for the preceding month's data. It is the State DOT's responsibility to report the number of jobs on projects managed by funding recipients, such as other state agencies or local governments. The State DOT must make arrangements with each Recovery Act funding recipient to assure each recipient reports the required data in a timely manner. The States shall require the following data be provided by each contractor, consultant and funding recipient working on an Recovery Act project. The primary contractor or '•' consultant for each project shall be responsible for reporting their firm as well as all sub- contractors data. 41"" Format: The State, contractors, or consultant may use the FHWA provided model form, but the use of the model form is optional and at the discretion of the State. Due date: As determined by the State, until September 2012. Due to: To be sent by each Recovery Act funded project prime contractor or consultant to the designated office in each State DOT or Federal Lands Division Office. Coding Instructions BOX 1. Report Month: The month and year covered by the report, as mm/yyyy(e.g. "May 2009" would be coded as "05/2009"). °'"` Federal Highway Administration -6- April 27, 2009 OP The American Recovery and Reinvestment Act of 2009 Reporting Requirements BOX 2. Contracting agency: The name of the contracting agency. Enter"State" for State DOT projects. For non-State projects, enter the name of the contracting agency (other State agency, Federal agency, tribe, MPO, city, county, or other funding recipient). BOX 3. Federal-aid project number: The State assigned federal-aid project number, consistent with the seven digit format reported in FMIS. For example, the project STM-1222(12) should be reported as "1222012" BOX 4. State project number or identification number: The project number or ID, as assigned by the State or its funding recipient, consistent with the format reported in FMIS. BOX 5. Project location: The 2 digit State Federal Information Processing Standard (FIPS) code for the project. If the project is being performed for Federal Lands, provide the 4 digit FLH Division or Federal Land Managing Agency (FLMA) region code. See Appendix A for a list of the State FIPS and FLMA region codes. No BOX 6. Contractor name and address: The name and address of the contracting or consulting firm shall include the name, street address, city, state, and zip code. BOX 7. Contractor DUNS number: The unique nine-digit number issued by Dun & Bradstreet. Followed by the optional 4 digit DUNS Plus number. Reported as "999999999.9999" BOX 8. Employment data: The prime contractor or consultant will report the direct, on-the-project jobs for their workforce and the workforce of their sub- contractors active during the reporting month. These jobs data include 1111, employees actively engaged in projects who work on the jobsite, in the project office, in the home office or telework from a home or other alternative office location. This also includes any engineering personnel, inspectors, sampling and testing technicians, and lab technicians performing work directly in support of the Recovery Act funded project. This does not include material suppliers such as steel, culverts, guardrail, and tool suppliers. States should include in their reports all direct labor associated with the Recovery Act project such as design, construction, and inspection. The States reports should include their own project labor, including permanent, temporary, and contract a project staff. States are asked not to include estimated indirect labor, such as material testing, material production or estimated macro-economic impacts. FHWA will be estimating all indirect labor based on the information provided in this form along with other FHWA data. The form requests specifically: a. Subcontractor name: The name of each subcontractor or sub-consultant that was active on the project for the reporting month. "'i b. Employees: The number of project employees on the contractor's or consultant's workforce that month, and the number of project employees for each of the active subcontractors for the reporting month. Do not include material suppliers. Total field at bottom will be automatically calculated and reported as a whole number. Federal Highway Administration -7- April 27, 2009 low "' The American Recovery and Reinvestment Act of 2009 Reporting Requirements c. Hours: The total hours on the specified project for all employees reported wok on the contractor's or consultant's project workforce that month, and the total hours for all project employees reported for each of the active subcontractors that month. Total field at bottom will be automatically calculated and reported as a whole number. d. Payroll: The total dollar amount of wages paid by the contractor or consultant that month for employees on the specified project, and the total dollar amount of wages paid by each of the active subcontractors that month. Payroll only includes wages and does not included overhead or indirect costs. Total field at bottom will be automatically calculated and 00 will be rounded to the nearest whole dollar and reported as a whole number. ,,.,, BOX 9. Prepared by: a. Name: Indicate the person responsible for preparation of the form. By completing the form the person certifies that they are knowledgeable of the hours worked and employment status for all the employees. Contractors, consultants, and their subs are responsible to maintain data to support the employment form and make it available to the State should they request supporting materials. b. Date: The date that the contractor completed the employment form. Reported as "mm/dd/yyyy." (e.g. "May 1, 2009" would be coded as ` "05/01/2009"). w► IMO Federal Highway Administration -8- April 27, 2009 The American Recovery and Reinvestment Act of 2009 Reporting Requirements Initial Recovery Act Project Plan (Form: FHWA-1586) mit This section covers the by-project information to be provided by each State which accounts for how it plans to invest its allotment of Recovery Act funding. The list needs to be consistent with the list of projects provided in the State's Section 1511 yr certification, as it may be amended. States should provide their best estimates of complete list of projects to be funded with Recovery Act grants as of the plan's due date. If a State has not programmed all Recovery Act funds by that time, that seti information should be provided as well. The project list should be provided in an electronic format that allows for data sorting. For the purpose of this initial project plan report, the State may provide the Section 1511 list of projects if that list of projects provides all data are listed below. Simply referencing the STIP will likely not be sufficient, since most do not contain all of the required data. These data will be used for meeting the reporting requirements of Sections 1201, and 1512. The data are also • used to link together State DOT and FHWA provided Recovery Act project data. Format: The file can be provided as either a geospatial information system (GIS) shapefile, or an MS Excel spreadsheet. Due date: By March 31, 2009. The State shall provide an additional list of projects within 2 weeks of the State issuing a new Section 1511 certification until to September 2012. Due to: The States will e-mail their list of projects to: ARRA.Submittal(a�dot.gov, with a copy sent to the FHWA Division Office official mailbox (state.fhwa©dot.gov). Questions should be directed to ARRA.Questions(a)dot.gov. Submittal of data to this e-mail account will not qualify as the required submittal under section 1511. Submittal: Please use the following naming convention "AA_1586_date.xls" where AA=2 character State abbreviation (New York = NY) and date=the date of submittal as "mmddyy." When e-mailing your file, please use the 2 111111 character State abbreviation and form number in the subject. 0100 Coding Instructions BOX 1. State: Enter the 2 digit State FIPS code. If the form is being filled out for Federal Lands, provide the FLH Division or Federal Land Managing Agency (FLMA) region code. See Appendix A for a list of the State FIPS and FLMA region codes. BOX 2. Report date: The date the list of projects is submitted, reported as mm/dd/yyyy(e.g. "May 1, 2009" would be coded as "05/01/2009"). BOX 3. State/County: A 5 digit code comprised of the 2 digit State FIPS code and 3 digit County FIPS Code. For example, the county of Somerset Maine would be coded as "23025." A complete list of State/County codes can be found in Appendix B. Federal Land Management Agencies will use this field to indicate the State and county where the majority of the project is located. BOX 4. Congressional District: The numeric Congressional District consistent with FMIS. Multiple districts should be separated by a comma. States with one Congressional District should enter"0" (zero). to Federal Highway Administration -9- April 27, 2009 "` The American Recovery and Reinvestment Act of 2009 Reporting Requirements BOX 5. Federal-aid project number: The State assigned federal-aid project number, consistent with the seven digit format reported in FMIS. For example, the project STM-1222(12) should be reported as "1222012." Enter "TBD" If no federal-aid project number has been assigned yet. Do not enter multiple mat federal-aid project numbers; this field can only contain one project number. BOX 6. State project number or identification number: The State project number or ID as assigned by the State or its funding recipient, consistent with the format reported in FMIS. Federal Lands will use this column to assign the "State" where the project is located. Do not enter multiple State project numbers or identification numbers; this field can only contain one project number. BOX 7. Project Type: A character code used to denote the type of project. Projects are divided into individual projects and area wide projects. Individual projects are defined as a project primarily on a single highway. Area wide projects can be disbursed over a large geographic area, often on multiple highways. Code Description Individual project D District wide project S State wide project 411. O Other area wide project BOX 8. Project name: Consistent with the project name in the STIP and/or FMIS. "" BOX 9. Project description: Consistent with project description provided in the 1511 Certification. To the extent possible, should include a quantifiable description of the work, especially for area wide projects, e.g. replace 50,000' of guardrail "' throughout District 1. BOX 10. Project purpose: Enter the predominant two digit numeric improvement type code consistent with FMIS. For example "New Construction Roadway" should be coded as "01." The complete list of FMIS improvement type codes and descriptions are provided in Appendix C. ,r, BOX 11. Total Amount of R.A. Funds: The estimated total amount of Recovery Act (R.A.) funds to be expended on the project. Enter the cost as whole dollars; do not provide costs in thousands or millions of dollars. N. BOX 12. Estimated Total Project Cost: The estimated total cost of all Recovery Act and non-Recovery Act funds consistent with the STIP and/or FMIS. Enter the cost as whole dollars; do not provide costs in thousands or millions •" of dollars. BOX 13. Project Schedule. : Estimated project or construction completion date reported as mm/yyyy (e.g. "May 2009" would be coded as "05/2009)". BOX 14. Project rationale: The recipient's rationale for funding the infrastructure investment with funds made available under this Act. Explain how the infrastructure investment will contribute to one or more of the purposes using the following codes: '�` Federal Highway Administration -10- April 27, 2009 The American Recovery and Reinvestment Act of 2009 Reporting Requirements + Code Description 1 To preserve and create jobs and promote economic recovery 2 To assist those most impacted by the recession To provide investments needed to increase economic 3 efficiency by spurring technological advances in science and 41. health To invest in transportation, environmental protection, and 4 other infrastructure that will provide long-term economic benefits To stabilize State and local government budgets, in order to 5 minimize and avoid reductions in essential services and counterproductive state and local tax increases tat BOX 15. Economically Distressed Area: A yes/no check-box to indicate if the project is in an economically distressed area. Enter either "yes" or "no." BOX 16. NEPA Class of Action: Enter one of the following codes: elk Code Description TBD To be determined CE All types of categorical exclusions EA Environmental assessment or finding of no significant impact EIS Environmental impact statement ort NA Not applicable BOX 17. NEPA Milestone Completed: Enter one of the following codes: Code Description TBD To be determined CE All types of categorical exclusions EA Environmental assessment r► FONSI Finding of no significant impact DEIS Draft environmental impact statement + ' 111.Federal Highway Administration -11- April 27, 2009 The American Recovery and Reinvestment Act of 2009 Reporting Requirements FEIS Final environmental impact statement SETS Supplemental environmental impact statement ROD Record of decision NA Not applicable air BOX 18. FHWA NEPA completion date: Enter date that FHWA approved the NEPA document indicated in Box 16. Enter the date as mm/dd/yyyy (e.g. "May 1, 2009" would be coded as "05/01/2009"). BOX 19. Number of federal permits/approvals requiring NEPA decisions or NEPA document adoptions by other agencies: Such as 404 Permits, Coast Guard Bridge Permits or federal land transfers. BOX 20. Status of federal environmental permits or approvals: A character code o" used to denote the status of any outstanding federal permits or approvals, including those which are not reported in box 19 because they do not require a NEPA decision, such as ESA section 7 and Section 106 of the NHPA. If multiple permits or approvals our outstanding, choose the code that best describes the permit that is expected to be the last one approved. Code Description TBD To be determined — NOT Not Applied PEND Applied/Pending r COMP Completed NA Not applicable BOX 21. Federal agency NEPA completion date: Enter the date of the last federal ow 404 permit, Coast Guard permit, Federal Land transfer, etc is completed. If no other federal agency NEPA actions are required, enter the date that the FHWA NEPA action was completed consistent with Box 18. Enter the date as mm/dd/yyyy(e.g. "May 1, 2009" would be coded as "05/01/2009"). BOX 22. Route number: Where applicable, the numeric identifier for the route on which the project is located. In some States this can be a mixed field consisting of both letters and numbers. Should be consistent with the route number provided for other federal reports, such as the Highway Performance .. Monitoring System (HPMS) or the National Bridge Inventory (NBI). Consistent with route number in STIP and/or FMIS. Do not enter multiple route numbers. If the project covers multiple routes, either choose the predominate route, or leave this field blank. "`S Federal Highway Administration -12- April 27, 2009 The American Recovery and Reinvestment Act of 2009 Reporting Requirements BOX 23. Beginning mile point: Where applicable, the beginning mile point for the till project. For projects covering multiple routes, either choose the beginning reference post for the predominant route, or leave this field blank. BOX 24. Ending mile point: Where applicable, the ending mile point for the project. For projects covering multiple routes, either choose the ending reference post for the predominant route, or leave this field blank. BOX 25. Length (mile): the centerline length of the project. If the project covers multiple routes, enter the total mileage. tmi 's4 a • it Federal Highway Administration -13- April 27, 2009 a """ The American Recovery and Reinvestment Act of 2009 Reporting Requirements Monthly Recipient Project Status Report (Form: FHWA-1585) `o On this form the State will provide information on the status of all Recovery Act projects. These data will be used for meeting the reporting requirements of Sections 1201 and 1512. The following information is required for each Recovery Act project. Format: The State can use the FHWA provided form, or submit the information as an MS Excel spreadsheet. Due date: Within 10 calendar days after the end of every month until September 2012. Due to: To be sent by the State to the official FHWA Division Office mailbox (state.fhwa@dot.gov). Within 2 days of receiving the State's submittal, the Division Office will send the file as an e-mail attachment to ARRA.Submittal(c�dot.gov. Submittal: Please use the following naming convention "AA_1585_date.xls" where AA=2 character State abbreviation (New York = NY) and date=the date of submittal as "mmddyy." When e-mailing your file, please use the 2 character State abbreviation and form number in the subject. Coding instructions BOX 1. State: Enter the 2 digit State FIPS code. If the form is being filled out for Federal Lands, provide the FLH Division or Federal Land Managing Agency (FLMA) region code. See Appendix A for a list of the State FIPS and FLMA region codes. BOX 2. Report month: The month and year covered by the report, as mm/yyyy(e.g. "May 2009" would be coded as "05/2009"). BOX 3. Contracting agency: The name of the contracting agency. Enter"State" for ,," State DOT projects. For non-State DOT projects, enter the name of the contracting agency (other State agency, Federal agency, tribe, MPO, city, county, or other funding recipient). BOX 4. Federal-aid project number: The State assigned federal-aid project number, consistent with the seven digit format reported in FMIS. For example, the project STM-1222(12) should be reported as "1222012." Enter "TBD" If no federal-aid project number has been assigned yet. Do not enter multiple federal-aid project numbers; this field can only contain one project number. BOX 5. State project number or identification number: The State project number or ID as assigned by the State or its funding recipient, consistent with the format reported in FMIS. Federal Lands will use this column to assign the "State" where the project is located. Do not enter multiple State project numbers or identification numbers; this field can only contain one project number. BOX 6. Contract Number: If multiple contracts exist on individual projects then list the contract numbers. Note that the combined State Project Number and Contract Number must be unique. Do not enter multiple contract numbers in one cell, each contract number must be a new line in the form. Federal Highway Administration -14- April 27, 2009 te The American Recovery and Reinvestment Act of 2009 Reporting Requirements BOX 7. Advertisement date: The date that the Recovery Act project was advertised, reported as mm/dd/yyyy (e.g. "May 1, 2009" would be coded as "05/01/2009"). If the project is re-advertised, enter the new date. Leave blank if the project has not yet been advertised; do not enter future dates. BOX 8. Award date: The date that the Recovery Act project was awarded, reported as mm/dd/yyyy- (e.g. "May 1, 2009" would be coded as "05/01/2009"). Leave blank if the project has not yet been advertised; do not enter future dates. BOX 9. Notice to proceed date: The notice to proceed date for the Recovery Act project, reported as mm/dd/yyyy- (e.g. "May 1, 2009" would be coded as "05/01/2009"). Leave blank if the project has not yet been advertised; do not enter future dates. BOX 10. Contract Amount R.A. Funds: The total amount of Recovery Act (R.A.) funds """' on the awarded contract. Enter the cost as whole dollars; do not provide costs in thousands or millions of dollars. BOX 11. Contract Amount Total Funds: The total amount of the awarded contract. ` Enter the cost as whole dollars; do not provide costs in thousands or millions of dollars. BOX 12. DBE Goal: The DBE Goal established by the recipient for the project as a percentage (XXXX%) of the total estimated project cost. If there is no established goal for the project, report as "0". BOX 13. DBE Commitment: The DBE commitment made by the prime contractor at the time of award as a percentage (XX.XX%) of the total contract amount. BOX 14. DBE Actual Payments: Cumulative actual dollars paid to DBEs for labor, lot materials, equipment, etc., from the start of the project ($XX,XXX.XX) Include payments to DBEs for projects with race neutral or "0"goal. BOX 15. Percent complete: The status of the project; the amount of elapsed time `"it since work begun relative to the estimated total time to complete the project. Reported as a decimal equivalent i.e. 25% complete = 0.25. oft BOX 16. Contractor name: The official business name of the contractor or consultant awarded the Recovery Act project. BOX 17. Address: The official business address of the contractor or consultant. Enter the street address, City, State, and zip code separated by commas. For example the address for the U.S. Department of Transportation would be entered as "1200 New Jersey Ave., SE, Washington, DC, 20590." Do not enter each individual part of the address in separate columns e.g. one column each for the street address, city, state, and zip code. BOX 18. DUNS number: The unique nine-digit number issued by Dun & Bradstreet followed by the optional 4 digit DUNS Plus number. All prime contractors must have a DUNS number. Reported as 999999999.9999 BOX 19. E-mail address: The official e-mail address for the contractor. Leave blank if the contractor does not have one. vii Federal Highway Administration -15- April 27, 2009 - The American Recovery and Reinvestment Act of 2009 Reporting Requirements Monthly Summary Employment Report (Form: FHWA-1587) State provided summary employment information for all active Recovery Act projects. These data will be used for meeting the reporting requirements of Sections 1201 and 1512 and are due to FHWA no later than the 20th day of each month for the preceding AW month's data The following data are to be provided for each Recovery Act project. The State DOT is responsible for compiling and reporting the State, local, and contractor provided employment data for each project. ftir Format: The State can use the FHWA provided form, or submit the information as an MS Excel spreadsheet. Due date: Within 20 calendar days after the end of every month until September 2012. Due to: To be sent by the State to the official FHWA Division Office mailbox (state.fhwa@dot.gov). Within 2 days of receiving the State's submittal, the Division Office will send the file as an e-mail attachment to ARRA.Submittal c(r�dot.gov. Submittal: Please use the following naming convention "AA_1587_date.xls" where "" AA=2 character State abbreviation (New York = NY) and date=the date of submittal as "mmddyy." When e-mailing your file, please use the 2 character State abbreviation and form number in the subject. Coding Instructions If the State wishes to submit summarized employment data for State Employees receiving ARRA funds, the first line of the report provides a location for the State to provide their data on Total Employees (Box 8), Total Hours (Box 9) and Total Payroll (Box 10). If the State wishes to enter State Employment data by project please use the other lines of the form and enter contract number zero (0) for (Box 5) BOX 1. State: Enter the 2 digit State FIPS code. If the form is being filled out for Federal Lands, provide the FLH Division or Federal Land Managing Agency ,,., (FLMA) region code. See Appendix A for a list of the State FIPS and FLMA region codes. BOX 2. Report Month: The month and year covered by the report, as mm/yyyy(e.g. a* "May 2009" would be coded as "05/2009.") BOX 3. Federal-aid project number: The State assigned federal-aid project number, consistent with the seven digit format reported in FMIS. For example, the '"i` project STM-1222(12) should be reported as "1222012." Enter "TBD" If no federal-aid project number has been assigned yet. Do not enter multiple federal-aid project numbers; this field can only contain one project number. BOX 4. State project number or identification number: The State project number or ID as assigned by the State or its funding recipient, consistent with the format reported in FMIS. Federal Lands will use this column to assign the "State" 'r" Federal Highway Administration -16- April 27, 2009 The American Recovery and Reinvestment Act of 2009 Reporting Requirements where the project is located. Do not enter multiple State project numbers or identification numbers; this field can only contain one project number. ' ` BOX 5. Contract Number: If multiple contracts exist on individual projects then list the contract numbers. Note that the combined State Project Number and Contract Number must be unique. Do not enter multiple contract numbers in one cell, each contract number must be a new line in the form. If this row is used for entering State employment data by project then enter zero (0) in this cell. BOX 6. Project description: The State's general description of the project scope. BOX 7. Contractor name and State/local agency: The official business name of the contractor or consultant awarded the Recovery Act project. The name of the State DOT or funding recipient (other State agency, Federal agency, tribe, MPO, city, county, or other funding recipient). BOX 8. Status of contractor employment reports: A numeric code field that describes the completeness of the prime contractor's or consultant's monthly jobs report to the State. '� Code Description F, 0 The State has received jobs, hours, and payroll data for the prime contractor or consultant, including at least one subcontractor. 1 The State has received jobs, hours, and payroll data for the prime contractor or consultant but not for any subcontractors. 2 The State has received jobs, hours, and payroll data for at least one subcontractor, but not for the prime contractor or consultant. 3 The State has not received jobs, hours, or payroll data for the prime contractor, consultant and/or subcontractors. ,, BOX 9. Total Employees: The number of people employed by the prime contractor or consultant and all their subcontractors during the reporting month for each project. Reported as a whole number. BOX 10. Total Hours: The total hours for all people employed by the prime contractor or consultant, and subcontractor employees for the reporting month. Reported as a whole number. BOX 11. Total Payroll: The total dollar amount of wages paid by the prime contractor or consultant and all their subcontractors during the reporting month. Rounded to the nearest whole dollar and reported as a whole number. Federal Highway Administration -17- April 27, 2009 The American Recovery and Reinvestment Act of 2009 Reporting Requirements Periodic Grouped Project Report (Form: FHWA-1588) This suggested report form is for cases in which a State needs to provide information on one or more individual Recovery Act projects that are part of a previously awarded grouped, bundled or area wide project, as indicated in the Initial Project List (Project Type = "D", "S", or "0"). These data will be used for meeting the reporting requirements of Sections 1201, and 1512. States shall provide the required information as individual projects. If a State or Federal Lands agency has no grouped or bundled projects, then no report is necessary. An example of an area wide grouped or bundled project would be a district wide bridge project that involves re-decking one bridge and replacing the .it guardrail on a second. Each of these individual bridge projects would be reported on this form after they have been awarded. Format: The State can use the FHWA provided form, or submit the information as either a geospatial information system (GIS) shapefile, or an MS Excel spreadsheet. Due date: Within 2 weeks of the project being awarded. Due to: The State will e-mail the file to: ARRA.Submittaldot.qov, with a copy to the FHWA Division Office official mailbox (state.fhwa@dot.gov). Questions should be directed to: ARRA.Questionsdot.qov. Submittal: Please use the following naming convention "AA_1588_date.xls" where AA=2 character State abbreviation (New York = NY) and date=the date of submittal as "mmddyy." When e-mailing your file, please use the 2 character State abbreviation and form number in the subject. Coding Instructions BOX 1. State: Enter the 2 digit State FIPS code. If the form is being filled out for Federal Lands, provide the FLH Division or Federal Land Managing Agency (FLMA) region code. See Appendix A for a list of the State FIPS and FLMA �,,, region codes. BOX 2. Report date: The date the list of projects is submitted, reported as mm/dd/yyyy (e.g. "May 1, 2009" would be coded as "05/01/2009"). BOX 3. State/County: A 5 digit code comprised of the 2 digit State FIPS code and 3 digit County FIPS Code. For example, the county of Somerset Maine would be coded as "23025." A complete list of State/County codes can be found in Appendix B. Federal Land Management Agencies will use this field to indicate the State and county where the majority of the project is located. BOX 4. Congressional District: The numeric Congressional District consistent with FMIS. Multiple districts should be separated by a comma. States with one Congressional District should enter "0" (zero). law BOX 5. Federal-aid project number: The State assigned federal-aid project number, consistent with the seven digit format reported in FMIS. For example, the project STM-1222(12) should be reported as "1222012." Enter "TBD" If no federal-aid project number has been assigned yet. Do not enter multiple Federal Highway Administration -18- April 27, 2009 .r irr The American Recovery and Reinvestment Act of 2009 Reporting Requirements federal-aid project numbers; this field can only contain one project number. BOX 6. State project number or identification number: The State project number or ID as assigned by the State or its funding recipient, consistent with the format reported in FMIS. Federal Lands will use this column to assign the "State" where the project is located. Do not enter multiple State project numbers or identification numbers; this field can only contain one „tt project number. BOX 7. Project description: Consistent with STIP description and/or project description in FMIS. To the extent possible, should include a quantifiable description of the work, especially for area wide projects e.g. replace 50,000' of guardrail throughout District 1. BOX 8. Project purpose: Enter the predominant improvement type description "" consistent with FMIS. Provide the text description of the improvement type and not the FMIS code. For example, the FMIS improvement type "1" should be entered as "New Construction Roadway." The complete list of FMIS improvement type codes and descriptions are provided in Appendix C. BOX 9. Total Cost of Recovery Act funds: The estimated total amount of Recovery Act funds to be expended on the project. Enter the cost as whole dollars; ror do not provide costs in thousands or millions of dollars. BOX 10. Total Cost: The estimated total cost of all Recovery Act and non-Recovery Act funds consistent with the STIP and/or FMIS. Enter the cost as whole dollars; do not provide costs in thousands or millions of dollars. BOX 11. Project Schedule. : Estimated project or construction completion date. et reported as mm/yyyy(e.g. "May 2009" would be coded as "05/2009)". BOX 12. Project rationale: The recipient's rationale for funding the infrastructure investment with funds made available under this Act. Explain how the infrastructure investment will contribute to one or more of the purposes using the following codes: 0 Code Description 1 To preserve and create jobs and promote economic recovery 2 To assist those most impacted by the recession aso To provide investments needed to increase economic 3 efficiency by spurring technological advances in science and health air To invest in transportation, environmental protection, and 4 other infrastructure that will provide long-term economic benefits To stabilize State and local government budgets, in order to 5 minimize and avoid reductions in essential services and counterproductive state and local tax increases Federal Highway Administration -19- April 27, 2009 Amp The American Recovery and Reinvestment Act of 2009 Reporting Requirements BOX 13. Economically Distressed Area: A yes/no check-box to indicate if the project is in an economically distressed area. BOX 14. Route number: Where applicable, the numeric identifier for the route on which the project is located. In some States this can be a mixed field consisting of both letters and numbers. Should be consistent with the route number provided for other federal reports, such as the Highway Performance Monitoring System (HPMS) or the National Bridge Inventory (NBI) and consistent with route number in STIP and/or FMIS. BOX 15. Beginning mile point: Where applicable, the beginning mile point for the project. BOX 16. Ending mile point: Where applicable, the ending mile point for the project. 4.0 BOX 17. Award date: The date that the Recovery Act project was awarded, reported as mm/dd/yyyy. (e.g. "May 01, 2009" would be coded as "05/01/2009)". 4100 iit *r• los Federal Highway Administration -20- April 27, 2009 The American Recovery and Reinvestment Act of 2009 Reporting Requirements Maintenance of Effort Section 1201 (c)(2)(G) requires recipients to periodically report on the aggregate expenditure of State Funds, otherwise know as maintenance of effort. The total amount r that each State anticipates spending during the period from February 17, 2009 through September 30, 2010 does not need to be reported separately from the initial 1201 certification or any subsequent revisions. t The actual amount of State Funds expended during each period is to be reported in so accordance with the mechanism established by the Department under items 15 and 16, which is available at: https://arrareporting.dot.gov/. :9 rrr writ la Federal Highway Administration -21- April 27, 2009 "01 The American Recovery and Reinvestment Act of 2009 Reporting Requirements ww Appendix A State FIPS and Federal Land Management Agency Region Codes ast STATE_CODE STATE_NAME '; STATE_CODESTATE_NAME mo 1 Alabama 45 South Carolina 2 Alaska 46 South Dakota 4 Arizona 47 Tennessee ow 5 Arkansas 48 Texas 6 California 49 Utah 8 Colorado 50 Vermont ii. 9 Connecticut 51 Virginia 10 Delaware 53 Washington 11 District of Columbia 54 West Virginia + 12 Florida 55 Wisconsin 13 Georgia 56 Wyoming 15 Hawaii 60 American Samoa +m 16 Idaho 66 Guam 17 Illinois 69 Northern Marianas 18 Indiana 72 Puerto Rico SOL 19 Iowa 78 Virgin Islands 20 Kansas 1400 Headquarters Federal Lands 21 Kentucky 1460 FLMA Other- FLH wait 22 Louisiana 1462 IRR - FLH 23 Maine 1463 FWS - FLH 24 Maryland 1464 FS - FLH "" 25 Massachusetts 1466 NPS - FLH 26 Michigan 1500 Eastern Federal Lands 27 Minnesota 1560 FLMA Other- FLED "a 28 Mississippi 1562 IRR- FLED 29 Missouri 1563 FWS - FLED 30 Montana 1564 FS - FLED "" 31 Nebraska 1566 NPS - FLED 32 Nevada 1600 Central Federal Lands 33 New Hampshire 1660 FLMA Other- FLCD """ 34 New Jersey 1662 IRR- FLCD 35 New Mexico 1663 FWS - FLCD 36 New York 1664 FS - FLCD ` 37 North Carolina 1666 NPS- FLCD 38 North Dakota 1700 Western Federal Lands 39 Ohio 1760 FLMA Other- FLWD ei 40 Oklahoma 1762 IRR- FLWD 41 Oregon 1763 FWS - FLWD 42 Pennsylvania 1764 FS - FLWD iiiit 44 Rhode Island 1766 NPS - FLWD 4111 Federal Highway Administration -22- April 27, 2009 O The American Recovery and Reinvestment Act of 2009 Reporting Requirements Appendix B I. State/County FIPS Codes >r Alabama 01091 Marengo 02240 Southeast Fairbanks 01001 Autauga 01093 Marion 02261 Valdez-Cordova 01003 Baldwin 01095 Marshall 02270 Wade Hampton to 01005 Barbour 01097 Mobile 02280 Wrangell-Petersburg 01007 Bibb 01099 Monroe 02282 Yakutat 01009 Blount 01101 Montgomery 02290 Yukon-Koyukuk 01011 Bullock 01103 Morgan ies 01013 Butler 01105 Perry Arizona 01015 Calhoun 01107 Pickens 04001 Apache 01017 Chambers 01109 Pike 04003 Cochise to, 01019 Cherokee 01111 Randolph 04005 Coconino 01021 Chilton 01113 Russell 04007 Gila 01023 Choctaw 01115 St. Clair 04009 Graham at 01025 Clarke 01117 Shelby 04011 Greenlee 01027 Clay 01119 Sumter 04012 La Paz 01029 Cleburne 01121 Talladega 04013 Maricopa 01031 Coffee 01123 Tallapoosa 04015 Mohave 01033 Colbert 01125 Tuscaloosa 04017 Navajo 01035 Conecuh 01127 Walker 04019 Pima 01037 Coosa 01129 Washington 04021 Pinal 01039 Covington 01131 Wilcox 04023 Santa Cruz 01041 Crenshaw 01133 Winston 04025 Yavapai 01043 Cullman 04027 Yuma 01045 Dale Alaska 01047 Dallas 02013 Aleutians East Arkansas 01049 DeKalb 02016 Aleutians West 05001 Arkansas Ilia a 01051 Elmore 02020 Anchorage 05003 Ashley 01053 Escambia 02050 Bethel 05005 Baxter 01055 Etowah 02060 Bristol Bay 05007 Benton 01057 Fayette 02068 Denali 05009 Boone +t 01059 Franklin 02070 Dillingham 05011 Bradley 01061 Geneva 02090 Fairbanks North Star 05013 Calhoun 01063 Greene 02100 Haines 05015 Carroll 01065 Hale 02110 Juneau 05017 Chicot 01067 Henry 02122 Kenai Peninsula 05019 Clark 01069 Houston 02130 Ketchikan Gateway 05021 Clay ifi 01071 Jackson 02150 Kodiak Island 05023 Cleburne 01073 Jefferson 02164 Lake and Peninsula 05025 Cleveland 01075 Lamar 02170 Matanuska-Susitna 05027 Columbia 02180 Nome 05029 Conway01077 Lauderdale 01079 Lawrence 02185 North Slope 05031 Craighead 01081 Lee 02188 Northwest Arctic 05033 Crawford 01083 Limestone 02201 Prince of Wales-Outer 05035 Crittenden et 01085 Lowndes Ketchikan 05037 Cross 01087 Macon 02220 Sitka 05039 Dallas 01089 Madison 02232 Skagway-Hoonah- 05041 Desha illi Angoon 05043 Drew Federal Highway Administration -23- April 27, 2009 ism The American Recovery and Reinvestment Act of 2009 Reporting Requirements 05045 Faulkner 05149 Yell 06099 Stanislaus "` 05047 Franklin 06101 Sutter 05049 Fulton California 06103 Tehama 05051 Garland 06001 Alameda 06105 Trinity 05053 Grant 06003 Alpine 06107 Tulare 05055 Greene 06005 Amador 06109 Tuolumne 05057 Hempstead 06007 Butte 06111 Ventura 05059 Hot Spring 06009 Calaveras 06113 Yolo As 05061 Howard 06011 Colusa 06115 Yuba 05063 Independence 06013 Contra Costa 05065 Izard 06015 Del Norte Colorado "' 05067 Jackson 06017 El Dorado 08001 Adams 05069 Jefferson 06019 Fresno 08003 Alamosa 05071 Johnson 06021 Glenn 08005 Arapahoe +i. 05073 Lafayette 06023 Humboldt 08007 Archuleta 05075 Lawrence 06025 Imperial 08009 Baca 05077 Lee 06027 lnyo 08011 Bent „a, 05079 Lincoln 06029 Kern 08013 Boulder 05081 Little River 06031 Kings 08014 Broomfield 05083 Logan 06033 Lake 08015 Chaffee 05085 Lonoke 06035 Lassen 08017 Cheyenne ts, 05087 Madison 06037 Los Angeles 08019 Clear Creek 05089 Marion 06039 Madera 08021 Conejos 05091 Miller 06041 Marin 08023 Costilla INN 05093 Mississippi 06043 Mariposa 08025 Crowley 05095 Monroe 06045 Mendocino 08027 Custer 05097 Montgomery 06047 Merced 08029 Delta %I,, 05099 Nevada 06049 Modoc 08031 Denver 05101 Newton 06051 Mono 08033 Dolores 05103 Ouachita 06053 Monterey 08035 Douglas 05105 Perry 06055 Napa 08037 Eagle A"` 05107 Phillips 06057 Nevada 08039 Elbert 05109 Pike 06059 Orange 08041 El Paso 05111 Poinsett 06061 Placer 08043 Fremont gm 05113 Polk 06063 Plumas 08045 Garfield 05115 Pope 06065 Riverside 08047 Gilpin 05117 Prairie 06067 Sacramento 08049 Grand Ail 05119 Pulaski 06069 San Benito 08051 Gunnison 05121 Randolph 06071 San Bernardino 08053 Hinsdale 05123 St. Francis 06073 San Diego 08055 Huerfano 05125 Saline 06075 San Francisco 08057 Jackson 05127 Scott 06077 San Joaquin 08059 Jefferson 05129 Searcy 06079 San Luis Obispo 08061 Kiowa 05131 Sebastian 06081 San Mateo 08063 Kit Carson "a 05133 Sevier 06083 Santa Barbara 08065 Lake 05135 Sharp 06085 Santa Clara 08067 La Plata 05137 Stone 06087 Santa Cruz 08069 Larimer lig 05139 Union 06089 Shasta 08071 Las Animas 05141 Van Buren 06091 Sierra 08073 Lincoln 05143 Washington 06093 Siskiyou 08075 Logan ea 05145 White 06095 Solano 08077 Mesa 05147 Woodruff 06097 Sonoma 08079 Mineral odit Federal Highway Administration -24- April 27, 2009 Ali► The American Recovery and Reinvestment Act of 2009 Reporting Requirements 08081 Moffat 12019 Clay 12123 Taylor gli 08083 Montezuma 12021 Collier 12125 Union 08085 Montrose 12023 Columbia 12127 Volusia 08087 Morgan 12027 DeSoto 12129 Wakulla 08089 Otero 12029 Dixie 12131 Walton aY. 08091 Ouray 12031 Duval 12133 Washington 08093 Park 12033 Escambia 08095 Phillips 12035 Flagler Georgia at 08097 Pitkin 12037 Franklin 13001 Appling 08099 Prowers 12039 Gadsden 13003 Atkinson 08101 Pueblo 12041 Gilchrist 13005 Bacon ow 08103 Rio Blanco 12043 Glades 13007 Baker 08105 Rio Grande 12045 Gulf 13009 Baldwin 08107 Routt 12047 Hamilton 13011 Banks 08109 Saguache 12049 Hardee 13013 Barrow rot 08111 San Juan 12051 Hendry 13015 Bartow 08113 San Miguel 12053 Hernando 13017 Ben Hill 08115 Sedgwick 12055 Highlands 13019 Berrien ft 08117 Summit 12057 Hillsborough 13021 Bibb 08119 Teller 12059 Holmes 13023 Bleckley 08121 Washington 12061 Indian River 13025 Brantley ail 08123 Weld 12063 Jackson 13027 Brooks 08125 Yuma 12065 Jefferson 13029 Bryan 12067 Lafayette 13031 Bulloch Connecticut 12069 Lake 13033 Burke mii 09001 Fairfield 12071 Lee 13035 Butts 09003 Hartford 12073 Leon 13037 Calhoun 09005 Litchfield 12075 Levy 13039 Camden , 09007 Middlesex 12077 Liberty 13043 Candler 09009 New Haven 12079 Madison 13045 Carroll 09011 New London 12081 Manatee 13047 Catoosa tit 09013 Tolland 12083 Marion 13049 Charlton 09015 Windham 12085 Martin 13051 Chatham 12086 Miami-Dade 13053 Chattahoochee Delaware 12087 Monroe 13055 Chattooga 10001 Kent 12089 Nassau 13057 Cherokee 10003 New Castle 12091 Okaloosa 13059 Clarke 10005 Sussex 12093 Okeechobee 13061 Clay at 12095 Orange 13063 Clayton District of Columbia 12097 Osceola 13065 Clinch 11001 District of Columbia 12099 Palm Beach 13067 Cobb iit 12101 Pasco 13069 Coffee Florida 12103 Pinellas 13071 Colquitt 12001 Alachua 12105 Polk 13073 Columbia IN 12003 Baker 12107 Putnam 13075 Cook 12005 Bay 12109 St.Johns 13077 Coweta 12007 Bradford 12111 St. Lucie 13079 Crawford 12009 Brevard 12113 Santa Rosa 13081 Crisp ' " 12011 Broward 12115 Sarasota 13083 Dade 12013 Calhoun 12117 Seminole 13085 Dawson 12015 Charlotte 12119 Sumter 13087 Decatur iii 12017 Citrus 12121 Suwannee 13089 DeKalb i Federal Highway Administration -25- April 27, 2009 NI — The American Recovery and Reinvestment Act of 2009 Reporting Requirements 13091 Dodge 13195 Madison 13301 Warren 'u 13093 Dooly 13197 Marion 13303 Washington 13095 Dougherty 13199 Meriwether 13305 Wayne 13097 Douglas 13201 Miller 13307 Webster sw, 13099 Early 13205 Mitchell 13309 Wheeler 13101 Echols 13207 Monroe 13311 White 13103 Effingham 13209 Montgomery 13313 Whitfield 13105 Elbert 13211 Morgan 13315 Wilcox vit 13107 Emanuel 13213 Murray 13317 Wilkes 13109 Evans 13215 Muscogee 13319 Wilkinson 13111 Fannin 13217 Newton 13321 Worth MO 13113 Fayette 13219 Oconee 13115 Floyd 13221 Oglethorpe Hawaii 13117 Forsyth 13223 Paulding 15001 Hawaii um 13119 Franklin 13225 Peach 15003 Honolulu 13121 Fulton 13227 Pickens 15005 Kalawao 13123 Gilmer 13229 Pierce 15007 Kauai 13125 Glascock 13231 Pike 15009 Maui my 13127 Glynn 13233 Polk 13129 Gordon 13235 Pulaski Idaho 13131 Grady 13237 Putnam 16001 Ada ow 13133 Greene 13239 Quitman 16003 Adams 13135 Gwinnett 13241 Rabun 16005 Bannock 13137 Habersham 13243 Randolph 16007 Bear Lake Alit 13139 Hall 13245 Richmond 16009 Benewah 13141 Hancock 13247 Rockdale 16011 Bingham 13143 Haralson 13249 Schley 16013 Blaine 13145 Harris 13251 Screven 16015 Boise mg 13147 Hart 13253 Seminole 16017 Bonner 13149 Heard 13255 Spalding 16019 Bonneville 13151 Henry 13257 Stephens 16021 Boundary - 13153 Houston 13259 Stewart 16023 Butte 13155 Irwin 13261 Sumter 16025 Camas 13157 Jackson 13263 Talbot 16027 Canyon or 13159 Jasper 13265 Taliaferro 16029 Caribou 13161 Jeff Davis 13267 Tattnall 16031 Cassia 13163 Jefferson 13269 Taylor 16033 Clark 4 13165 Jenkins 13271 Telfair 16035 Clearwater 13167 Johnson 13273 Terrell 16037 Custer 13169 Jones 13275 Thomas 16039 Elmore my13171 Lamar 13277 Tift 16041 Franklin 13173 Lanier 13279 Toombs 16043 Fremont 13175 Laurens 13281 Towns 16045 Gem 13177 Lee 13283 Treutlen 16047 Gooding "` 13179 Liberty 13285 Troup 16049 Idaho 13181 Lincoln 13287 Turner 16051 Jefferson 13183 Long 13289 Twiggs 16053 Jerome ws 13185 Lowndes 13291 Union 16055 Kootenai 13187 Lumpkin 13293 Upson 16057 Latah 13189 McDuffie 13295 Walker 16059 Lemhi ,, 13191 McIntosh 13297 Walton 16061 Lewis 13193 Macon 13299 Ware 16063 Lincoln vo Federal Highway Administration 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Stephens 42007 Beaver Ili Federal Highway Administration -37- April 27, 2009 ow The American Recovery and Reinvestment Act of 2009 Reporting Requirements 42009 Bedford 42113 Sullivan 45065 McCormick "" 42011 Berks 42115 Susquehanna 45067 Marion 42013 Blair 42117 Tioga 45069 Marlboro 42015 Bradford 42119 Union 45071 Newberry as 42017 Bucks 42121 Venango 45073 Oconee 42019 Butler 42123 Warren 45075 Orangeburg 42021 Cambria 42125 Washington 45077 Pickens 42023 Cameron 42127 Wayne 45079 Richland am 42025 Carbon 42129 Westmoreland 45081 Saluda 42027 Centre 42131 Wyoming 45083 Spartanburg 42029 Chester 42133 York 45085 Sumter Ail 42031 Clarion 45087 Union 42033 Clearfield Rhode Island 45089 Williamsburg 42035 Clinton 44001 Bristol 45091 York No 42037 Columbia 44003 Kent 42039 Crawford 44005 Newport South Dakota 42041 Cumberland 44007 Providence 46003 Aurora 42043 Dauphin 44009 Washington 46005 Beadle um 42045 Delaware 46007 Bennett 42047 Elk South Carolina 46009 Bon Homme 42049 Erie 45001 Abbeville 46011 Brookings "a 42051 Fayette 45003 Aiken 46013 Brown 42053 Forest 45005 Allendale 46015 Brule 42055 Franklin 45007 Anderson 46017 Buffalo i.. 42057 Fulton 45009 Bamberg 46019 Butte 42059 Greene 45011 Barnwell 46021 Campbell 42061 Huntingdon 45013 Beaufort 46023 Charles Mix 42063 Indiana 45015 Berkeley 46025 Clark all 42065 Jefferson 45017 Calhoun 46027 Clay 42067 Juniata 45019 Charleston 46029 Codington 42069 Lackawanna 45021 Cherokee 46031 Corson `w 42071 Lancaster 45023 Chester 46033 Custer 42073 Lawrence 45025 Chesterfield 46035 Davison 42075 Lebanon 45027 Clarendon 46037 Day so 42077 Lehigh 45029 Colleton 46039 Deuel 42079 Luzerne 45031 Darlington 46041 Dewey 42081 Lycoming 45033 Dillon 46043 Douglas r., 42083 McKean 45035 Dorchester 46045 Edmunds 42085 Mercer 45037 Edgefield 46047 Fall River 42087 Mifflin 45039 Fairfield 46049 Faulk r 42089 Monroe 45041 Florence 46051 Grant 42091 Montgomery 45043 Georgetown 46053 Gregory 42093 Montour 45045 Greenville 46055 Haakon 42095 Northampton 45047 Greenwood 46057 Hamlin iiii 42097 Northumberland 45049 Hampton 46059 Hand 42099 Perry 45051 Horry 46061 Hanson 42101 Philadelphia 45053 Jasper 46063 Harding r 42103 Pike 45055 Kershaw 46065 Hughes 42105 Potter 45057 Lancaster 46067 Hutchinson 42107 Schuylkill 45059 Laurens 46069 Hyde au 42109 Snyder 45061 Lee 46071 Jackson 42111 Somerset 45063 Lexington 46073 Jerauld — Federal Highway Administration -38- April 27, 2009 The American Recovery and Reinvestment Act of 2009 Reporting Requirements si 46075 Jones 47041 DeKalb 47145 Roane 46077 Kingsbury 47043 Dickson 47147 Robertson 46079 Lake 47045 Dyer 47149 Rutherford 46081 Lawrence 47047 Fayette 47151 Scott 46083 Lincoln 47049 Fentress 47153 Sequatchie 46085 Lyman 47051 Franklin 47155 Sevier 46087 McCook 47053 Gibson 47157 Shelby 46089 McPherson 47055 Giles 47159 Smith liii 46091 Marshall 47057 Grainger 47161 Stewart 46093 Meade 47059 Greene 47163 Sullivan 46095 Mellette 47061 Grundy 47165 Sumner 46097 Miner 47063 Hamblen 47167 Tipton a 46099 Minnehaha 47065 Hamilton 47169 Trousdale 46101 Moody 47067 Hancock 47171 Unicoi 46103 Pennington 47069 Hardeman 47173 Union at 46105 Perkins 47071 Hardin 47175 Van Buren 46107 Potter 47073 Hawkins 47177 Warren 46109 Roberts 47075 Haywood 47179 Washington i 46111 Sanborn 47077 Henderson 47181 Wayne 46113 Shannon 47079 Henry 47183 Weakley 46115 Spink 47081 Hickman 47185 White 46117 Stanley 47083 Houston 47187 Williamson 46119 Sully 47085 Humphreys 47189 Wilson 46121 Todd 47087 Jackson 46123 Tripp 47089 Jefferson Texas ei 46125 Turner 47091 Johnson 48001 Anderson 46127 Union 47093 Knox 48003 Andrews 46129 Walworth 47095 Lake 48005 Angelina 46135 Yankton 47097 Lauderdale 48007 Aransas 46137 Ziebach 47099 Lawrence 48009 Archer 47101 Lewis 48011 Armstrong iii Tennessee 47103 Lincoln 48013 Atascosa 47001 Anderson 47105 Loudon 48015 Austin 47003 Bedford 47107 McMinn 48017 Bailey 47005 Benton 47109 McNairy 48019 Bandera " 47007 Bledsoe 47111 Macon 48021 Bastrop 47009 Blount 47113 Madison 48023 Baylor 47011 Bradley 47115 Marion 48025 Bee rr 47013 Campbell 47117 Marshall 48027 Bell 47015 Cannon 47119 Maury 48029 Bexar 47017 Carroll 47121 Meigs 48031 Blanco 47019 Carter 47123 Monroe 48033 Borden 47021 Cheatham 47125 Montgomery 48035 Bosque 47023 Chester 47127 Moore 48037 Bowie illi 47025 Claiborne 47129 Morgan 48039 Brazoria 47027 Clay 47131 Obion 48041 Brazos 47029 Cocke 47133 Overton 48043 Brewster 47031 Coffee 47135 Perry 48045 Briscoe a 47033 Crockett 47137 Pickett 48047 Brooks 47035 Cumberland 47139 Polk 48049 Brown 47037 Davidson 47141 Putnam 48051 Burleson a 47039 Decatur 47143 Rhea 48053 Burnet iii Federal Highway Administration -39- April 27, 2009 Ili WO The American Recovery and Reinvestment Act of 2009 Reporting Requirements 48055 Caldwell 48159 Franklin 48263 Kent MI 48057 Calhoun 48161 Freestone 48265 Kerr 48059 Callahan 48163 Frio 48267 Kimble 48061 Cameron 48165 Gaines 48269 King w. 48063 Camp 48167 Galveston 48271 Kinney 48065 Carson 48169 Garza 48273 Kleberg 48067 Cass 48171 Gillespie 48275 Knox 48069 Castro 48173 Glasscock 48277 Lamar 48071 Chambers 48175 Goliad 48279 Lamb 48073 Cherokee 48177 Gonzales 48281 Lampasas 48075 Childress 48179 Gray 48283 La Salle am 48077 Clay 48181 Grayson 48285 Lavaca 48079 Cochran 48183 Gregg 48287 Lee 48081 Coke 48185 Grimes 48289 Leon as 48083 Coleman 48187 Guadalupe 48291 Liberty 48085 Collin 48189 Hale 48293 Limestone 48087 Collingsworth 48191 Hall 48295 Lipscomb .r 48089 Colorado 48193 Hamilton 48297 Live Oak 48091 Comal 48195 Hansford 48299 Llano 48093 Comanche 48197 Hardeman 48301 Loving 48095 Concho 48199 Hardin 48303 Lubbock NO 48097 Cooke 48201 Harris 48305 Lynn 48099 Coryell 48203 Harrison 48307 McCulloch 48101 Cottle 48205 Hartley 48309 McLennan +r• 48103 Crane 48207 Haskell 48311 McMullen 48105 Crockett 48209 Hays 48313 Madison 48107 Crosby 48211 Hemphill 48315 Marion ,,, 48109 Culberson 48213 Henderson 48317 Martin 48111 Dallam 48215 Hidalgo 48319 Mason 48113 Dallas 48217 Hill 48321 Matagorda 48115 Dawson 48219 Hockley 48323 Maverick s. 48117 Deaf Smith 48221 Hood 48325 Medina 48119 Delta 48223 Hopkins 48327 Menard 48121 Denton 48225 Houston 48329 Midland "i" 48123 DeWitt 48227 Howard 48331 Milam 48125 Dickens 48229 Hudspeth 48333 Mills 48127 Dimmit 48231 Hunt 48335 Mitchell us 48129 Donley 48233 Hutchinson 48337 Montague 48131 Duval 48235 Irion 48339 Montgomery 48133 Eastland 48237 Jack 48341 Moore 48135 Ector 48239 Jackson 48343 Morris dill 48137 Edwards 48241 Jasper 48345 Motley 48139 Ellis 48243 Jeff Davis 48347 Nacogdoches 48141 El Paso 48245 Jefferson 48349 Navarro M' 48143 Erath 48247 Jim Hogg 48351 Newton 48145 Falls 48249 Jim Wells 48353 Nolan 48147 Fannin 48251 Johnson 48355 Nueces es 48149 Fayette 48253 Jones 48357 Ochiltree 48151 Fisher 48255 Karnes 48359 Oldham 48153 Floyd 48257 Kaufman 48361 Orange ■r 48155 Foard 48259 Kendall 48363 Palo Pinto 48157 Fort Bend 48261 Kenedy 48365 Panola air Federal Highway Administration -40- April 27, 2009 isn The American Recovery and Reinvestment Act of 2009 Reporting Requirements 48367 Parker 48471 Walker Vermont iiii 48369 Parmer 48473 Waller 50001 Addison 48371 Pecos 48475 Ward 50003 Bennington 48373 Polk 48477 Washington 50005 Caledonia 48375 Potter 48479 Webb 50007 Chittenden mu 48377 Presidio 48481 Wharton 50009 Essex 48379 Rains 48483 Wheeler 50011 Franklin 48381 Randall 48485 Wichita 50013 Grand Isle is 48383 Reagan 48487 Wilbarger 50015 Lamoille 48385 Real 48489 Willacy 50017 Orange 48387 Red River 48491 Williamson 50019 Orleans oil 48389 Reeves 48493 Wilson 50021 Rutland 48391 Refugio 48495 Winkler 50023 Washington 48393 Roberts 48497 Wise 50025 Windham 48395 Robertson 48499 Wood 50027 Windsor ori 48397 Rockwall 48501 Yoakum 48399 Runnels 48503 Young Virginia 48401 Rusk 48505 Zapata 51001 Accomack 48403 Sabine 48507 Zavala 51003 Albemarle 48405 San Augustine 51005 Alleghany 48407 San Jacinto Utah 51007 Amelia us 48409 San Patricio 49001 Beaver 51009 Amherst 48411 San Saba 49003 Box Elder 51011 Appomattox 48413 Schleicher 49005 Cache 51013 Arlington 48415 Scurry 49007 Carbon 51015 Augusta imi 48417 Shackelford 49009 Daggett 51017 Bath 48419 Shelby 49011 Davis 51019 Bedford 48421 Sherman 49013 Duchesne 51021 Bland siti 48423 Smith 49015 Emery 51023 Botetourt 48425 Somervell 49017 Garfield 51025 Brunswick 48427 Starr 49019 Grand 51027 Buchanan ori 48429 Stephens 49021 Iron 51029 Buckingham 48431 Sterling 49023 Juab 51031 Campbell 48433 Stonewall 49025 Kane 51033 Caroline 48435 Sutton 49027 Millard 51035 Carroll "it 48437 Swisher 49029 Morgan 51036 Charles City 48439 Tarrant 49031 Piute 51037 Charlotte 48441 Taylor 49033 Rich 51041 Chesterfield ii 48443 Terrell 49035 Salt Lake 51043 Clarke 48445 Terry 49037 San Juan 51045 Craig 48447 Throckmorton 49039 Sanpete 51047 Culpeper risi 48449 Titus 49041 Sevier 51049 Cumberland 48451 Tom Green 49043 Summit 51051 Dickenson 48453 Travis 49045 Tooele 51053 Dinwiddie a 48455 Trinity 49047 Uintah 51057 Essex 48457 Tyler 49049 Utah 51059 Fairfax 48459 Upshur 49051 Wasatch 51061 Fauquier 48461 Upton 49053 Washington 51063 Floyd "i 48463 Uvalde 49055 Wayne 51065 Fluvanna 48465 Val Verde 49057 Weber 51067 Franklin 48467 Van Zandt 51069 Frederick i 48469 Victoria 51071 Giles ii Federal Highway Administration -41- April 27, 2009 """ The American Recovery and Reinvestment Act of 2009 Reporting Requirements 51073 Gloucester 51183 Sussex 53007 Chelan MI 51075 Goochland 51185 Tazewell 53009 Clallam 51077 Grayson 51187 Warren 53011 Clark 51079 Greene 51191 Washington 53013 Columbia ISO 51081 Greensville 51193 Westmoreland 53015 Cowlitz 51083 Halifax 51195 Wise 53017 Douglas 51085 Hanover 51197 Wythe 53019 Ferry , „ 51087 Henrico 51199 York 53021 Franklin 51089 Henry 51510 Alexandria 53023 Garfield 51091 Highland 51515 Bedford 53025 Grant 51093 Isle of Wight 51520 Bristol 53027 Grays Harbor ON 51095 James City 51530 Buena Vista 53029 Island 51097 King and Queen 51540 Charlottesville 53031 Jefferson 51099 King George 51550 Chesapeake 53033 King 00 51101 King William 51570 Colonial Heights 53035 Kitsap 51103 Lancaster 51580 Covington 53037 Kittitas 51105 Lee 51590 Danville 53039 Klickitat so 51107 Loudoun 51595 Emporia 53041 Lewis 51109 Louisa 51600 Fairfax 53043 Lincoln 51111 Lunenburg 51610 Falls Church 53045 Mason 51113 Madison 51620 Franklin 53047 Okanogan "" 51115 Mathews 51630 Fredericksburg 53049 Pacific 51117 Mecklenburg 51640 Galax 53051 Pend Oreille 51119 Middlesex 51650 Hampton 53053 Pierce +s 51121 Montgomery 51660 Harrisonburg 53055 San Juan 51125 Nelson 51670 Hopewell 53057 Skagit 51127 New Kent 51678 Lexington 53059 Skamania ars 51131 Northampton 51680 Lynchburg 53061 Snohomish 51133 Northumberland 51683 Manassas 53063 Spokane 51135 Nottoway 51685 Manassas Park 53065 Stevens 51137 Orange 51690 Martinsville 53067 Thurston r' 51139 Page 51700 Newport News 53069 Wahkiakum 51141 Patrick 51710 Norfolk 53071 Walla Walla 51143 Pittsylvania 51720 Norton 53073 Whatcom " 51145 Powhatan 51730 Petersburg 53075 Whitman 51147 Prince Edward 51735 Poquoson 53077 Yakima 51149 Prince George 51740 Portsmouth am 51153 Prince William 51750 Radford West Virginia 51155 Pulaski 51760 Richmond 54001 Barbour 51157 Rappahannock 51770 Roanoke 54003 Berkeley ell51159 Richmond 51775 Salem 54005 Boone 51161 Roanoke 51790 Staunton 54007 Braxton 51163 Rockbridge 51800 Suffolk 54009 Brooke 51165 Rockingham 51810 Virginia Beach 54011 Cabell air 51167 Russell 51820 Waynesboro 54013 Calhoun 51169 Scott 51830 Williamsburg 54015 Clay 51171 Shenandoah 51840 Winchester 54017 Doddridge """ 51173 Smyth 54019 Fayette 51175 Southampton Washington 54021 Gilmer 51177 Spotsylvania 53001 Adams 54023 Grant .. 51179 Stafford 53003 Asotin 54025 Greenbrier 51181 Surry 53005 Benton 54027 Hampshire Federal Highway Administration -42- April 27, 2009 iii The American Recovery and Reinvestment Act of 2009 Reporting Requirements 54029 Hancock 55019 Clark 55121 Trempealeau 54031 Hardy 55021 Columbia 55123 Vernon iii 54033 Harrison 55023 Crawford 55125 Vilas 54035 Jackson 55025 Dane 55127 Walworth 54037 Jefferson 55027 Dodge 55129 Washburn 54039 Kanawha 55029 Door 55131 Washington 54041 Lewis 55031 Douglas 55133 Waukesha 54043 Lincoln 55033 Dunn 55135 Waupaca iii 54045 Logan 55035 Eau Claire 55137 Waushara 54047 McDowell 55037 Florence 55139 Winnebago 54049 Marion 55039 Fond du Lac 55141 Wood at 54051 Marshall 55041 Forest 54053 Mason 55043 Grant Wyoming 54055 Mercer 55045 Green 56001 Albany 54057 Mineral 55047 Green Lake 56003 Big Horn di 54059 Mingo 55049 Iowa 56005 Campbell 54061 Monongalia 55051 Iron 56007 Carbon 54063 Monroe 55053 Jackson 56009 Converse is 54065 Morgan 55055 Jefferson 56011 Crook 54067 Nicholas 55057 Juneau 56013 Fremont 54069 Ohio 55059 Kenosha - 56015 Goshen itti 54071 Pendleton 55061 Kewaunee 56017 Hot Springs 54073 Pleasants 55063 La Crosse 56019 Johnson 54075 Pocahontas 55065 Lafayette 56021 Laramie 54077 Preston 55067 Langlade 56023 Lincoln m► 54079 Putnam 55069 Lincoln 56025 Natrona 54081 Raleigh 55071 Manitowoc 56027 Niobrara 54083 Randolph 55073 Marathon 56029 Park iii 54085 Ritchie 55075 Marinette 56031 Platte 54087 Roane 55077 Marquette 56033 Sheridan 54089 Summers 55078 Menominee 56035 Sublette imi 54091 Taylor 55079 Milwaukee 56037 Sweetwater 54093 Tucker 55081 Monroe 56039 Teton 54095 Tyler 55083 Oconto 56041 Uinta 54097 Upshur 55085 Oneida 56043 Washakie ei 54099 Wayne 55087 Outagamie 56045 Weston 54101 Webster 55089 Ozaukee 54103 Wetzel 55091 Pepin American Somoa at 54105 Wirt 55093 Pierce 60010 Eastern 54107 Wood 55095 Polk 60020 Manu'a 54109 Wyoming 55097 Portage 60030 Rose Island ifiro 55099 Price 60040 Swains Island Wisconsin 55101 Racine 60050 Western 55001 Adams 55103 Richland at 55003 Ashland 55105 Rock Guam 55005 Barron 55107 Rusk 66010 Guam 55007 Bayfield 55109 St. Croix 55009 Brown 55111 Sauk Northern Mariana Islands 'a 55011 Buffalo 55113 Sawyer 69085 Northern Islands 55013 Burnett 55115 Shawano 69100 Rota 55015 Calumet 55117 Sheboygan 69110 Saipan r 55017 Chippewa 55119 Taylor 69120 Tinian ogi Federal Highway Administration -43- April 27, 2009 IN The American Recovery and Reinvestment Act of 2009 Reporting Requirements Puerto Rico 72055 Guanica 72113 Ponce 72001 Adjuntas 72057 Guayama 72115 Quebradillas 72003 Aguada 72059 Guayanilla 72117 Rincon 72005 Aguadilla 72061 Guaynabo 72119 Rio Grande w 72007 Aguas Buenas 72063 Gurabo 72121 Sabana Grande 72009 Aibonito 72065 Hatillo 72123 Salinas 72011 Anasco 72067 Hormigueros 72125 San German 72013 Arecibo 72069 Humacao 72127 San Juan 72015 Arroyo 72071 Isabela 72129 San Lorenzo 72017 Barceloneta 72073 Jayuya 72131 San Sebastian 72019 Barranquitas 72075 Juana Diaz 72133 Santa Isabel 72021 Bayamon 72077 Juncos 72135 Toa Alta 72023 Cabo Rojo 72079 Lajas 72137 Toa Baja 72025 Caguas 72081 Lares 72139 Trujillo Alto 72027 Camuy 72083 Las Marias 72141 Utuado 72029 Canovanas 72085 Las Piedras 72143 Vega Alta 72031 Carolina 72087 Loiza 72145 Vega Baja 72033 Catano 72089 Luquillo 72147 Vieques 72035 Cayey 72091 Manati 72149 Villalba 72037 Ceiba 72093 Maricao 72151 Yabucoa 72039 Ciales 72095 Maunabo 72153 Yauco 11" 72041 Cidra 72097 Mayaguez 72043 Coamo 72099 Moca U.S. Minor Outlying Islands 72045 Comerio 72101 Morovis 74300 Midway Islands ■. 72047 Corozal 72103 Naguabo 72049 Culebra 72105 Naranjito Virgin Islands 72051 Dorado 72107 Orocovis 78010 St. Croix „® 72053 Fajardo 72109 Patillas 78020 St. John 72054 Florida 72111 Penuelas 78030 St.Thomas +rr r w IN dill air w.. Federal Highway Administration -44- April 27, 2009 The American Recovery and Reinvestment Act of 2009 Reporting Requirements Appendix C FMIS IMPROVEMENT TYPE CODES iri Code Improvement Type Description 01 New Construction Roadway Construction of a new roadway that will not • am replace an existing roadway. A new roadway will provide: (1) a roadway where none existed, or(2) an additional and alternate roadway to an existing roadway that will remain open and continue to serve through traffic. 41111 03 4R Reconstruction,Added Capacity Construction on approximate alignment of an existing route where the old pavement structure is substantially removed and replaced. Such reconstruction includes widening to provide continuous additional through lane(s), or adding, or revising interchanges,replacing other highway elements such as a grade separation to replace an existing grade intersection. Also included, where necessary, are other• incidental improvements such as drainage and shoulder improvements. 04 4R Reconstruction,No Added Capacity Widening the lanes and/or shoulders of an existing roadway without adding through lanes. This may include reconstructing the existing pavement and other incidental improvements such as shoulder and drainage improvements. 05 4R Resurfacing Placement of additional surface material over the existing roadway to improve serviceability or to provide additional strength. There may be some upgrading of unsafe features and other incidental work in conjunction with resurfacing. Where surfacing is constructed by a separate project as a final stage of construction, the type of improvement should be the same as that of the preceding stage B new route,relocation,reconstruction, minor widening, etc. mit 06 4R Restoration and Rehabilitation Work required to return existing pavement(including shoulders) to a condition of adequate structural support or to a condition adequate for placement of an additional stage of construction. There may be some upgrading of unsafe features or other incidental work in conjunction with restoration and rehabilitation. Typical improvements would include replacing spalled or malfunctioning joints; substantial pavement stabilization prior to resurfacing; grinding/grooving of rigid a Federal Highway Administration -45- April 27, 2009 "' The American Recovery and Reinvestment Act of 2009 Reporting Requirements pavements; replacing deteriorated materials; s" reworking or strengthening bases or sub-bases, and adding under-drains. 07 4R Relocation Construction of a roadway at a new location that .rY replaces an existing roadway. The new roadway carries all the through traffic with the previous facility closed or retained as a land-service road only. 08 Bridge, New Construction Construction of a new bridge that does not replace or relocate an existing bridge. 10 Bridge Replacement, Added Total replacement of a structurally inadequate or Capacity functionally obsolete bridge with a new structure constructed with additional lanes in the same general traffic corridor to current geometric construction standards. Incidental roadway approach work is included. The use of this code requires the reporting of the National Bridge Inventory(NBI) structure do number in the data field identified Bridge Numbers. 11 Bridge Replacement,No Added Total replacement of a structurally inadequate or Capacity functionally obsolete bridge • with a new structure without adding lanes constructed in the same general traffic corridor to current geometric construction standards. A bridge removed and replaced with a lesser facility is considered a bridge replacement. Incidental roadway approach work is inclllded. The use of this code requires the reporting of the National erg Bridge Inventory (NBI) structure number in the data field identified Bridge Numbers. 13 Bridge Rehabilitation, Added Capacity For the major work required to restore structural IVO integrity of a bridge, as well as, work necessary to correct major safety defects. Bridge deck replacement(both partial and complete) and 11111 widening of bridges including addition of through lanes to specified standards are included. Construction of a dual structure to alleviate a capacity deficiency is also included. Work required correcting minor structure and safety defects or deficiencies, such as deck patching, "' resurfacing,protective systems, upgrading railings, curbs and gutters, and other minor bridge work. If HBRRP funds are involved, the use of this code requires the reporting of the National Bridge Inventory (NBI) structure number in the data field identified Bridge Numbers. irr W` Federal Highway Administration -46- April 27, 2009 r�. The American Recovery and Reinvestment Act of 2009 Reporting Requirements 14 Bridge Rehabilitation, No Added For the major work required to restore structural Capacity integrity of a bridge as well as work necessary to correct major safety defects. Bridge deck replacement(both partial and complete) and • widening of bridges without adding through lanes to specified standards are included. Work required correcting minor structure and safety mg defects or deficiencies, such as deck patching, resurfacing,protective systems, upgrading railings, curbs, or other preventative maintenance items are included. If HBRRP funds are involved,the use of this code requires the reporting of the National Bridge Inventory (NBI) structure number in the data field identified Bridge Numbers 15 Preliminary Engineering For the preparation of plans, specifications, and estimates (PS&E),traffic, and related • studies including field inspections, surveys, material testing, and borings. 16 Right of Way For purchase of land, improvement and easements, in addition to the cost of moving and relocating buildings, businesses, and persons. 17 Construction Engineering Oversight of construction of roadways, structures, and traffic services facilities including additional design work after construction project is let. 18 Planning For related purposes. 19 Research For Research related purposes. 20 Environmental Only For improvements that do not provide any increase in the level of service,in the condition of the facility or in safety features. Typical improvements, which would fall in this category,would be noise barriers,beautification and other environmentally related features not built as a part of any other improvement type. If environmental mitigation is needed as the result of a bridge project, and it is confined to the reasonable touchdown and the bridge itself, then this is allowable with HBRRP Funds. Outside the reasonable touchdown would not be considered eligible. 21 Safety For projects or a significant portion of a project that provides features or devices to enhance safety. For example, expenditures on projects designed to improve the safety of at-grade railroad crossings or for the construction of facilities dedicated to the enforcement of vehicle weight regulations. 22 Rail/Highway Crossing Improvements to crossing warning Protective a Federal Highway Administration -47- April 27, 2009 The American Recovery and Reinvestment Act of 2009 Reporting Requirements Devices such as signs,markings,and cross bucks; NIS flashing light additions/improvements; and improvements to track circuitry. 23 Transit For transit and transit-related purposes. 24 Traffic Management! Engineering HOV Traffic operation improvements that are designed to reduce traffic congestion and to facilitate the flow of traffic, both people and vehicles,on existing systems, air or to conserve motor fuels. Include automated toll collection equipment, road and bridge surveillance and control systems,etc. "" 25 Vehicle Weight Enforcement Vehicle Weight Enforcement. Program „r„ 26 Ferry Boats Ferry Boats 27 Administration Administration for National Recreational Trails Projects, Commercial Vehicles, and other similar ,rr projects. 28 Facilities for Pedestrians and Bicycles For independent projects (not part of any other Federal-aid Highway project)to construct a facility to accommodate bicycle transportation and pedestrians. 29 Acquisition of Scenic Easements and For projects consisting of easement and fee- Scenic or Historic Sites simple purchase of sites of historic significance and/or considered worthy of preserving due to their scenic qualities within the view shed of a transportation facility. 30 Scenic or Historic Highway Programs For projects consisting of scenic highway program and implementation activities not included in safety and other related Imo improvements. 31 Landscaping and Other Scenic For projects involving landscaping and other scenic Beautification beautification through planting and related work. ,rr This includes vegetation management to assure the sustain ability of landscape areas. 32 Historic Preservation For projects consisting of purchasing and restoring/rehabilitating a building, structure, or facility(other than transportation buildings, structures and facilities)that is directly related to the air transportation system. 33 Rehabilitation and Operation of Historic For projects consisting of purchasing and Transportation Buildings, Structures, or restoring/rehabilitating, and/or operating Facilities transportation buildings, structures, or facilities considered to be of historic significance. 34 Preservation of Abandoned Railway For projects to preserve an abandoned railway WWI Corridors corridor. It is expected that most of these projects will accommodate bicycle and pedestrian use. This code may be used for any railway corridor conversion err project including those used by equestrians, skaters, I` Federal Highway Administration -48- April 27, 2009 The American Recovery and Reinvestment Act of 2009 Reporting Requirements and skiers.Not to be used for National Recreational Trails projects. 35 Control and Removal of Outdoor For projects to purchase outdoor advertising for Advertising permanent removal,to remove illegal outdoor oft advertising, or to develop an outdoor advertising control plan. 36 Archaeological Planning and Research For projects involving the identification, evaluation, planning, and/or research of historic or archaeological planning and research under Transportation Enhancements. 37 Mitigation of Water Pollution due to Mitigation of water pollution due to highway runoff. Highway Runoff 38 Safety and Education for Safety and education for pedestrians and bicyclists Pedestrians/Bicyclists 39 Establishment of Transportation Establishment of transportation museums. Museums 40 Special Bridge This category includes bridge inventory, inspection and classification and other special bridge projects, such as load posting,not covered by another type of imi improvement code. 41 Youth Conservation Service Youth Conservation Service 42 Training Training; Supportive Services; TRAC; On the Job Training 43 Utilities Utilities 44 Other Miscellaneous work such as National Recreational Trails construction,noise barriers, etc. 45 Debt Service Interest payments and retirement of principal under an eligible bond issue (including capitalized interest) and any other cost incidental to the sale of an eligible bond issue (including issuance costs, insurance or other credit enhancement fees, and other bond-related costs as determined). it Oil a i a Federal Highway Administration -49- April 27, 2009 ri .01 The American Recovery and Reinvestment Act of 2009 Reporting Requirements FORMS 1. Monthly Employment Report (Form: FHWA-1589) 2. Initial Recovery Act Project Plan (Form: FHWA-1586) 3. Monthly Recipient Project Status Report (Form: FHWA-1585) 4. Monthly Summary Employment Report (Form: FHWA-1587) 5. Periodic Grouped Project Report (Form: FHWA-1588) ism 4/1 Federal Highway Administration -50- April 27, 2009 rr oer ,m, Print Form rr MONTHLY EMPLOYMENT REPORT AMERICAN RECOVERY AND REINVESTMENT ACT - 1.Report Month:(mm/yyyy) 2.Contracting Agency 3.Federal-Aid Project Number 4.State Project Number or ID Number 5.Project Location:State,County or Federal Region roY 6. CONTRACTOR NAME AND ADDRESS Name: Address: aim City: State: Zip: arr 7. Contractor DUNS Number: 8. Employment Data EMPLOYEES HOURS PAYROLL Prime Contractor Direct,On-Project Jobs(see guidance for definitions) 0 0 $0.00 aro Subcontractor Direct,On-Project Jobs Subcontractor Name&DUNS Number 0 0 $0.00 0 0 $0.00 — 0 0 $0.00 0 0 $0.00 0 0 50.00 0 0 $0.00 0 0 $0.00 O 0 $0.00 O 0 $0.00 O 0 $0.00 0 0 $0.00 0 0 $0.00 0 0 $0.00 0 0 $0.00 0 0 $0.00 0 0 $0.00 0 0 $0.00 0 0 $0.00 O 0 $0.00 Prime and Subcontractor Totals 0 0 $0.00 9. PREPARED BY CEO or Payroll Official: DATE: Name: Title: Form FHWA-1589 .rr rrr011 411111 NW 400 FINAL PAYMENT FOLDER - • VENDOR# b 'al„,03,(j CAG# Di - las RETAINAGE ii / 1 CONn oLo)i711D _c f TRACTOR: 1\If -i-t-k-{ 6-ye-nwz--) ( ,.6/2)inica* :_ ADDRESS-. PO 6D( 370 CITY: ,Su tr ner, titA4 )(' DLL) PHONE: it CONTACT PERSON: A)' ( fc4/ / .//,60 IMPROVEMENT: at 0 i eiy it-A,,,e) 3 ph,t30 1 - 511,,e, _A/6.5 ___3-)--061 ) .4f. )9i119/A-"• . DATE ACCOUNT# AMOUNT RETAINAGE fHECK# .) .7 ).V.' 190[ • . ifr ) )C1) / ''' g ll bOinCl '7 Id-0 01 -1-1)_/)Ø )* a)oti. LicRer-f) ID Li il .71 Q 3'1)-‘1( 0 -1 P . 0 . \S',0 6S ,9,cn,a0c1 -/ 16_, b 0 . ' 4 o , I 22410 . to-ID --oait)3,f-cvq.00Jc Doss— i 6t), 3aLro --TIGI it . -7 NO-qt.7(2i 9'6)10 41\-S 2- 1G-t o 1/7)03. Fooq.00 ooSS 3-tf5. 4;it 36i)L-15 -0te2L-W(s0 '131100 Aqp ita-10 T97/03,focrf. 00tt,DDA-- .2?1 -a ,(41 ce, o , I .b ( 0-eltiri Ira Aeb i ;40/71 1 ON ID AO 5-(,)-(D T943.04.060/ otr-S' gOS'. ,aqt).3 ' '-) ito,OS7S/ 9 ,36)qo 3-blho )AW L -3a) to7p-3.0ortotsiivss Li5 tebi,37 ‘94'55- 1 i IL-11r10.-qt A7-;Y r6/ 1, 661, 1-0 -gd- \'(Vs'AO T . t f Construction Contract CAG: 0 i Project Name:11'hallaC ,/iaInY/ ,,r/ 1111e Map ((PAS Prime Contractor. Prime Contractor&Subcontractors Date Received Date Received intent to Pay , Affidavit of Prevailing Wge Wages Paid 60-4vA/3 1, v ErT-1 , (,-TY)e) 11,( -71) h)( Mu -JO 1 — i/M ✓- olof v0+10 "/1 4WD g bd-t LS 'a ) V I- —I ✓ /�-/-�� St o1Ky 2, / 11 -(41)(1) • v /14-7/) s9plado,,,J6 044D ,z uLostiv Owvai4c .' 114-10 -11()Ain chlea--6ifiwpoweritarti I 1-i -0 '7- 11-1-/_0 . f ' XISL5 / 11- 1 -to pArLitno U `h• / '--(--/O eiv-)fiJ ///:-(-/c, pKo ' 4) 417 1I'!-JD '/ i/o /--/D r�vrla� 7 //-NO � /1.-1-/6) Verification of Documents Pivetta Brothers L&I Release 12/09/2010 WA DOR Release 12/01/2010 Employment Security Release 11/10/2010 Affidavit of Intent to pay Wages Paid Prevailing Wage Prime Contractor: Pivetta Brothers 05/19/2010 08/05/2009 Subcontractors: Apply A Line 05/28/2010 08/28/2009 American Pride Corp 05/20/2010 09/25/2009 Evergreen Concrete Cutting 05/12/2010 08/13/2009 NW Asphalt 06/03/2010 09/28/2009 Out West Landscape 06/09/2010 09/14/2009 Signal Electric 06/08/2010 08/17/2009 Signature Survey& Mapping 06/07/2010 08/26/2010 Wilson Concrete 06/15/2010 09/23/2009 North Creek Environmental 05/19/2010 10/15/2009 JKA Enterprises 05/28/2010 10/30/2009 K&S McCann Trucking 05/13/2010 02/10/2010 Cascade Channel 05/13/2010 02/05/2010 Drain Pro Inc 05/14/2010 03/30/2010 Brundage Bone Contrete 06/08/2010 03/10/2010 Pyramid Grinding 04/28/2010 08/26/2009 Otfr.47 \11° I ,Y —T- ti( -Y p , CITY OF RENTON er ♦ City Clerk �O� Denis Law,Mayor Bonnie I.Walton N August 4, 2009 Mark Pivetta Pivetta Brothers Construction P.O. Box 370 Sumner, WA 98390 RE: Rainier Ave. S. (SR 167) Improvements Project Phase I -Shattuck Ave. S. Stormwater Bypass; CAG-09-125 Dear Mr. Pivetta: At its regular meeting of August 3, 2009, the Renton City Council accepted your bid for the above-referenced project in the amount of$1,450,608.98. Please contact Rob Lochmiller, Project Manager, for submission of required documents to complete the contract. These may include proof of City and State business licenses, performance bond, and insurance certificates. Sincerely, ,a, Yo0 -,,,„, Jason A. Seth Deputy City Clerk cc: Rob Lochmiller,Project Manager Linda Weldon,Accounting Assistant Tracy Schuld,Accounting Supervisor r 1055 South Grady y Way-Renton,Washington 98057-(425)430-6510/FAX(425)430-6516 ` ` 1V 1 O lr se AHEAD OF THE CURVE :.. This paper contains 50%recycled material,30%post consumer Denis r _ City of 4111114 Finance and Information Technology December 22, 2010 Pivetta Brothers Construction & Sterling Savings Bank 224 SW 152nd Street Burien, WA 98166 To whom it may Concern: This is authorization to release the retainage being held by your bank for Pivetta Brothers Construction in the amount of $19,838.63 for Rainier Ave S Phase 1:Shattuck Ave S stormwater bypass project CAG 09-125. The project has been completed, and Robert Lochmiller, project manager has approved the release of retainage. Thank you for your cooperation. If you have any questions please contact me. Sincerely, Natalie Wissbrod Accounting Assistant 425-430-6919 cc: Robert Lochmiller Renton City Hall • 1055 South Grady Way• Renton,Washington 98057 • rentonwa.gov Denis Law " — Cityof '' r Mayor .; _- - � ._. 1 . ci Finance and Information Technology December 22, 2010 'iCCDP le Pivetta Brothers Construction &Columbia Bank—Attn: Alison Aiken 15104 Main Street E Sumner, WA 98390 To whom it may Concern: This is authorization to release the retainage being held by your bank for Pivetta Brothers Construction in the amount of$57,580.21 for Rainier Ave S Phase 1:Shattuck Ave S stormwater bypass project CAG 09-125. The project has been completed, and Robert Lochmiller, project manager has approved the release of retainage. Thank you for your cooperation. If you have any questions please contact me. Sincerely, Natalie Wissbrod Accounting Assistant 425-430-6919 cc: Robert Lochmiller Renton City Hall • 1055 South Grady Way• Renton,Washington 98057 • rentonwa.gov 4::''1.1Z.°,,s[�rF. %IV C�t:r is C etigi :Milk laic o Sip'' ci y c~ H1,'X2u c STATE OF WASHINGTON DEPARTMENT OF LABOR AND INDUSTRIES CITY OF RENTON ATTN : NATALIE WISSBROD ATTN: NATALIE WISSBROD 1055 S GRADY WAY RENTON WA 98057 Certificate of Release of the State ' s Lien on Public Works Contracts With this letter , the Washington State Department of Labor & Industries approves of your release or payment of the contract amount retained from the following contractor --- PIVETTA BROTHERS CONST INC 488,626-00 600 522 209 PO BOX 370 SUMNER WA 98390 --- related to the following public works contract : RAINIER AVE SOUTH (SR167) IMPROVEMENT PROJECT PHASE 1 CAG 09- 125 This approval is for workers ' compensation insurance premiums only. L&I ' s prevailing wage section separately requires all contractors on the project file an affidavit of wages paid . These affidavits must be approved before retainage can be released . In our opinion , all workers ' compensation insurance premiums , increases , and penalties due to L&I from this contractor have been paid in full or are readily collectible without recourse to the state ' s lien on the retained percentage . ** This letter ' s sole purpose is to communicate our release of the state ' s lien to the public official responsible for paying or authorizing the payment of public funds to the contractor named above . If we later determine that the contractor owes additional premiums related to the above-mentioned contract or other activities , the contractor is still liable for payment . Date ember V0k0 at Olympia , Washington . a��'�.. Contract Release Specialist PATRICIA MCLAIN 360-902-5385 or MCLP235@LNI .WA. GOV ** Title 51 RCW authorizes L&I to collect workers ' compensation insurance premiums , increases , and penalties . Chapter 60 . 28 RCW establishes L&I ' s priority regarding this lien . Chapter 39 . 12 RCW addresses L&I 's requirement for affidavits of wages paid . Washington State Department of Relemite +rrrlt' '.s PO Box 47474 Olympia,WA 98504-7474 600 522 209 Certificate of Payment of State Excise Taxes by Public Works Contractor PIVETTA BROTHERS CONSTRUCTION INC CITY OF RENTON PO BOX 370 NATALIE WISSBROD SUMNER WA 98390 0070 1055 S GRADY WAY RENTON WA 98057 We hereby certify that taxes, increases and penalties due or to become due from the above-named contractor under Chapter 180, Laws of 1935, as amended, with respect to the following public works contract: CITY OF RENTON CAG 09-125, RAINIER AVE S (SR167) IMP PH 1 together with all other taxes, increases and penalties due from such contractor, have been paid in full or that they are, in the Department's opinion, readily collectible without recourse to the state's lien on the retained percentage. This certificate is issued pursuant to the provision of Chapter 60.28 Revised Code of Washington for the sole purpose of informing the state, county, or municipal officer charged with the duty of disbursing or authorizing the payment of public funds to said contractor that the Department of Revenue hereby releases the state's lien on the retained percentage provided by this Chapter for excise taxes due from said contractor. This certificate does not release said contractor from liability for additional tax that may be later determined to be due with respect to the above-mentioned contract or other activities. Dated 1;2101 /(..0 at Olympia, Washington, State of Washington Department of Revenue -2� it/J/1.-v Certifying Officer For tax assistance,visit dor.wa.gov or call 1-800-647-7706. To inquire about the availability of this document in an alternate format for the visually impaired, please call(360)705-6715.Teletype(TTY)users may call 1-800-451-7985. REV 31 0028(10-01-02) r Employment Security Department WASHINGTON STATE CONTRACTOR: PIVETTA BROS CONSTRUCTION INC ) CERTIFICATE OF PO BOX 370 ) PAYMENT OF CONTRIBUTIONS SUMNER,WA 98390 ) PENALTIES AND INTEREST ON ) PUBLIC WORKS CONTRACT ES Reference No. 583698-00 0 TO: CITY OF RENTON-NATALIE WISSBROD 1055 S GRADY WAY RENTON, WA 98057 The Employment Security Department hereby certifies those contributions, penalties and interest due from the above named contractor under the Employment Security Act have been paid in full or provided for with respect to the following public works contract: CAG 09-125 The Employment Security Department hereby certifies that it has no claim pursuant to RCW 50.24.130 against the public body named above for tax attributable to service performed for said public body by the above named contractor on the above described contract. The Employment Security Department releases its lien on the retained percentage,which is provided by RCW 60.28.040 for contributions, penalties and interest due from said contractor. This certificate does not release said contractor from liability for additional contributions, penalties and interest which may be later determined to be due with respect to the above mentioned contract. Dated at Olympia, Washington on November 10,2010. jo eMMISSIONER EMP OSECURITY DEPA' MENT i BYAltili A AA–A 401110 oi Aut orized Representative) Original—Disbursing Officer Duplicate—Employer Triplicate—Central Office Files EMS 8449 760 R3-98 Email or Mail to both: Washington "•qte o,':--f W"-Kington State Departmen' evenue Itment of Labor and Industries Public Worction fact Release PO Box 47474 ks; y=' PO Box 44274 Olympia WA 98504-7474 Olympia,WA 98504-4272 FAX(360)664-4159 FAX(360)902-6897 PWC@dor.wa.gov ContractRelease@Ini.wa.gov NOTICE OF COMPLETION OF PUBLIC WORKS CONTRACT Contractor's UBI Number: 600 522 209 Date: 11/01/2010 ' r a�*y*- oti ', 4,I1< t Y a 1 1 Y1 a.sas# - wsfSY' City of Renton Assigned to: Attn: Natalie Wissbrod 1055 South Grady Way Date Assigned: Renton, WA 98057 Notice is hereby given relative to the completion of contract or project described below Project Name Contract Number Job Order Contracting Rainier Ave South(SR 167)Improvement Project Phase 1 CAG 09-125 ❑ Yes ❑ No Description of Work Done/Include Jobsite Address(es) Shattuck Avenue South Stormwater Bypass Contractor's Name Telephone Number Pivetta Brothers Construction Inc. 253-862-7890 Contractor Address 1812 Pease Avenue, Sumner, WA 98390 If Retainage is Bonded,List Surety's Name(or attach a copy) Surety Agent's Address Date Contract Awarded Date Work Commenced Date Work Completed Date Work Accepted 08/03/2009 09/23/2009 06/02/2010 10/28/2010 Contract Amount $ 1,449,312.00 Additions (+) $ 99,064.79 Liquidated Damages $ 0.00 Reductions (-) $ Amount Disbursed $ 1,474,070.98 Sub-Total $ 1,548,376.79 Amount Retained $ 77,418.84 Amount of Sales Tax Paid at 9.500% (If various rates apply,please send a breakdown) $ 3,113.03 TOTAL $ 1,551,489.82 TOTAL $ 1,551,489.82 NOTE: These two totals must be equal Please List all Subcontractors Below: Subcontractor's Name: UBI Number: Affidavit ID(if known) Apply A Line,Inc. 600 553 941 278883 American Pride Corp. DBA Fortner Trucking 602 643 008 277488 Evergreen Concrete Cutting, Inc. 601 605 667 276175 Northwest Asphalt,Inc. 601 556 048 279700 Out West Landscaping&Irrigation Inc. 601 297 628 280412 Signal Electric Inc. 173 005 578 280246 Signature Survey&Mapping,PLLC 602 742 354 279945 Wilson Concrete Construction, Inc. 602 168 956 281249 E215-038-000 10-2010 REV 31 0020e(10/11/10) Continued on page 2 Please List all Subcontractors Below: Subcontractor's Name: *OWUBI Number: Affidavit ID(if known) North Creek Environmental LLC 902 904 780 277346 JKA Enterprise Inc. 601 776 193 278996 K&S McCann Trucking LLC 602 329 708 276532 Cascade Channel&Grouting 601 426 821 276627 Drain Pro Inc. 602 740 534 276780 Brundage Bone Concrete Pumping, Inc. 600 630 026 276660 Pyramid Grinding LLC 602 778 944 274197 C�llit5' ' fi }� 4 1 Contact Name: Natalie Wissbrod Title: Accounting Assistant Email Address: nwissbrod@rentonwa.gov Phone Number: 425-430-6919 Note:The Disbursing Officer must submit this completed notice immediately after acceptance of the work done under this contract. NO PAYMENT SHALL BE MADE FROM RETAINED FUNDS until receipt of all release certificates. Submitting Form:Please submit the completed form to both DOR&L&I.DOR will forward copies of the form to Employment Security. For assistance with any questions,please contact: D.O.R (360) 725-7588 pwc@dor.wa.gov L&I (360)902-4754 contractrelease@lni.wa.gov E.S.D (360)902-9780 publicworks@esd.wa.gov For tax assistance or to request this document in an alternate format,visit http://dor.wa.gov or call 1-800-647-7706. Teletype(TTY)users may call(360)705-6718. F215-038-000 10-2010 REV 31 0020e(10/11/10) Page 1 of 4 rover w -04; LA t'1°` D'W)111 AND Y Prevailing Wage INDUSTRIES w- tr,"' Verification of Approved Intents and Affidavits Submitted through the LNI- PWIA Internet System 29 records found. ;,�uws< .,..,o New.Search n To view a form,click anywhere on that line. A/I Company Reg.Id Agency Project Prime County Rcvd Date Contractor RAINIER AVE S ✓ (SR 167) PIVETTA Afdvt PYRAMID RENTON, IMPROVEMENTS BROTHERS Id:274197 GRINDING LLC PYRAMGL921JS CITY OF PROJECT PHASE CONST KING 4/28/2010 1-SHATTUCK INC AVE S STORMWATER Rainier Ave S (SR pIVETTA Afdvt 'EVERGREEN 167)ImprovementsNTON, BROTHERS Id:276175✓ CONCRETE EVERGCC945CP CITY OF Project Phase 1- CONST KING 5/12/2010 CUTTING INC Shattuck Ave S INC Stormwater Rainier Ave S (SR pIVETTA CASCADE 167)ImprovementsAfdvt . NTON, BROTHERS Id:276627 CHANNEL& CASCACG944L0 CITY OF Project Phase 1 - CONST KING 5/13/2010 GROUTING Shattuck Ave S INC Stormwater rainier ave s(sr pIVETTA Brundage Bone 167)improvementsAfdvt RENTON, BROTHERS Id: 76660. Concrete Pumping, CITY OF project phase 1- CONST KING 6/8/2010 �- Inc. shattuck ave s INC stormwater Rainier Ave S (SR pIVETTA NORTH CREEK 167)Improvements Afdvt RENTON BROTHERS Id:277346 EN ONMENTAL NORTHCE910M7 CITY OF Project Phase 1 - CONST KING 5/19/2010 LLC Shattuck Ave S INC Stormwater Rainier Ave S(SR pIVETTA / PIVETTA 167)improvements BROTHERS Id:277 vt 449 / BROTHERS PIVETBC063B9RENTON CITY OF project Phase 1 CONST KING 5/19/2010 CONST INC Shattuck AVe S INC Stormwater Rainier Ave. S. AMERICAN PRIDE PIVETTA Afdvt CORP.DBA RENTON, Improvements BROTHERS Id:277488✓ FORTNER CITY OF Project 1 - CONST KING 5/20/2010 TRUCKING Shattuck Ave. S. INC _ Stormwater Rainier Ave S(SR PIVETTA Afdvt \APPLY A LINE APPLYI*161RU RENTON, 167)Imp Project BROTHERS KING 5/28/2010 Id:278883, INC CITY OF Phase 1-Shattuck CONST Ave S Stormwater INC https://fortress.wa.gov/lni/pwiapub/SearchResult.asp 11/01/2010 Page 2 of 4 40001 RAINIER AVE S IMPROVEMENTS PIVETTA Afdvt ENTERPRISES JKENTI*945QC RENTON, PROJECT PHASE BROTHERS KING 5/28/2010 Id:278996INC CITY OF 1 - SHATTUCK CONST AVE S INC STORMWATER RAINIER AVE S (SR 167) PIVETTA Afdvt NORTHWEST NORTHAI066MF RENTON, IMPROVEMENTS BROTHERS KING 6/3/2010 Id:279700 SPHALT INC CITY OF PHASE l CONST SHATTUCK AVE INC STORMWATER Rainier Ave S(SR pIVETTA 167)Improvements Afdvt Signature Surveying RENTON, BROTHERS Id:279945 &Mapping,PLLC CITY OF Project Phase 1 - CONST KING 6!7/2010 Shattuck Ave S Stormwater INC Rainier Ave S (SR169) PIVETTA Afdvt SIGNAL SIGNAEI325K8 RENTON, Improvements BROTHERS KING 6/8/2010 Id:280246 ELECTRIC INC CITY OF Project,Phase 1: CONST Shattuck Ave S INC Stormwater Rainier Ave S OUT WEST (SR167) PIVETTA AfdvtLNDSCP& OUTWELI099DH RENTON, Improvements BROTHERS KING 6/9/2010 Id:280412' IRRIGTN INC CITY OF Project Phase] - CONST Shattuck Ave S INC Stonnwater RAINIER AVE S (SR 167) pIVETTA WILSON IMPROVEMENTS BROTHERS Id:281249 vt ,.—WILSON WILSOCC991R8 CITY RENTON, PROJECT PHASE CONST KING 6/15/2010 CONST INC 1 - SHATTUCK INC AVE S STORMWATER Rainier Ave S (SR PIVETTA PIVETTA 167)Improvements Intent BROTHERS PIVETBC063B9 RENTON, Project Phase I - BROTHERS KING 8/5/2009 Id:249623 CONST INC CITY OF Shattuck AVe S CONST Stormwater INC Rainier Ave S (SR PIVETTA ,,EVERGREEN 167)Improvements IntentCONCRETE EVERGCC945CP RENTON, Project Phase 1- BROTHERS KING 8/13/2009 Id:251071 CUTTING INC CITY OF Shattuck Ave S CONST Stormwater INC Rainier Ave S (SR169) PIVETTA Intent .,✓ SIGNAL SIGNAEI325K8 RENTON, Improvements BROTHERS KING 8/17/2009 Id:251659 ELECTRIC INC CITY OF Project,Phase 1: CONST Shattuck Ave S INC Stormwater Rainier Ave S (SR pIVETTA Intent DE WATERING RENTON 167)Improvements BROTHERS Id:251764 SERVICES LLC DEWATWS946PL CITY OF Project Phase 1 - CONST KING 8/18/2009 Shattuck Ave S INC Stormwater 1 II II II II II II II 1 https://fortress.wa.gov/lni/pwiapub/SearchResult.asp 11/01/2010 Page 3 of 4 Rainier Ave S (SR pIVETTA 167)Improvements Intent Signature Surveying RENTON, BROTHERS Id:253313 &Mapping,PLLC CITY OF Project Phase 1 CONST KING 8/26/2009 / Shattuck Ave S Stormwater INC RAINIER AVE S (SR 167) PIVETTA Intent / PYRAMID RENTON IMPROVEMENTS BROTHERS Id:253429 GRINDING LLC PYRe'MGL921JS CITY OF PROJECT PHASE CONST KING 8/26/2009 1-SHATTUCK INC AVE S STORMWATER Rainier Ave S(SR PIVETTA Intent APPLY A LINE RENTON, 167)Imp Project BROTHERS APPLYI*161RU CITY OF Phase 1-Shattuck CONST KING 8/28/2009 Id:253921✓ INC Ave S Stormwater INC Rainier Ave S OUT WEST (SR167) PIVETTA Intent LNDSCP& OUTWELI099DH RENTON, Improvements BROTHERS KING 9/14/2009 Id:256408 IRRIGTN INC CITY OF Project Phase] - CONST Shattuck Ave S INC Stormwater RAINIER AVE S / (SR 167) PIVETTA Intent ✓ WILSON RENTON, IMPROVEMENTS BROTHERS Id:257872 CONCRETE WILSOCC991R8 CITY OF PROJECT PHASE CONST KING 9/23/2009 CONST INC 1 - SHATTUCK INC AVE S STORMWATER Rainier Ave. S. AMERICAN PRIDE PIVETTA Intent CORP.DBA RENTON, Improvements BROTHERS Id:258401 /FORTNER CITY OF Project 1 - CONST KING 9/25/2009 TRUCKING Shattuck Ave. S. INC Stormwater RAINIER AVE S (SR 167) PIVETTA Intent NORTHWEST NORTHAI066MF RENTON, IMPROVEMENTS BROTHERS KING 9/28/2009 Id:258723 VA-SPHALT INC CITY OF PHASE 1 CONST SHATTUCK AVE INC STORMWATER Rainier Ave S (SR PIVETTA NORTH CREEK 167)Improvements Intent ENVIRONMENTAL NORTHCE910M7 RENTON, BROTHERS Project Phase 1 - KING 10/15/2009 Id:261675 .- LLC CITY OF Shattuck Ave S CONST ",/ Stormwater INC RAINIER AVE S IMPROVEMENTS PIVETTA J K A Intent /ENTERPRISES JKENTI*945QC RENTON, PROJECT PHASE BROTHERS KING 10/30/2009 Id:26396 INC CITY OF 1 - SHATTUCK CONST AVE S INC STORMWATER Rainier Ave S (SR pIVETTA CASCADE 167)Improvements Intent RENTON, BROTHERS CHANNEL& CASCACG944L0 Project Phase 1 - KING 2/5/2010 Id:27329 CONST GROUTING CITY OF Shattuck Ave S Stormwater INC H 0 11 II rainier ave s(sr l II 1 I https://fortress.wa.gov/lni/pwiapub/SearchResult.asp 11/01/2010 Page 4 of 4 r 1140 Brundage Bone 167)improvements PIVETTA Intent Concrete Pumping, RENTON, project phase 1- BROTHERS KING 3/10/2010 Id:280167 Inc. / CITY OF shattuck ave s CONST ✓/' stormwater INC https://fortress.wa.gov/lni/pwiapub/SearchResult.asp 11/01/2010 Email or Mail to both: Washington Sta'^ t« W igton State C. epartment ofr......,r�nue ..( D�hent of Labor and Industries Public Works SeLTton �� y, Contract Release PO Box 47474 ''K"" PO Box 44274 Olympia WA 98504-7474 Olympia,WA 98504-4272 FAX(360)664-4159 FAX(360)902-6897 PWC©dor.wa.gov r nrrorrpommeo, Ini,.,n NOTICE OF COMPLETION OF PUBLIC WORKS CONTRACT Contractor's UBI Number: 600 522 209 Date: Name&Address of Public Agency Department Use Only City of Renton Assigned to: 1055 South Grady Way Renton, WA 98057 Date Assigned: Notice is hereby given relative to the completion of contract or project described below Project Name Contract Number Job Order Contracting Rainier Ave South(SR 167)Improvement Project Phase 1 CAG 09-125 ❑ Yes ❑ No Description of Work Done/Include Jobsite Address(es) Shattuck Avenue South Stormwater Bypass Contractor's Name Telephone Number Pivetta Brothers Construction Inc. 253-862-7890 Contractor Address 1812 Pease Avenue, Sumner, WA 98390 If Retainage is Bonded,List Surety's Name(or attach a copy) Surety Agent's Address Date Contract Awarded Date Work Commenced Date Work Completed Date Work Accepted 08/03/2009 09/23/2009 06/02/2010 10/28/2010 Contract Amount $ 1,449,312.00 Additions (+) $ 99,064.79 Liquidated Damages $ 0.00 „996? Reductions (-) $ Amount Disbursed $ 1,474,070. Sub-Total $ 1,548,376.79 Amount Retained $ 77,418.$31L/ Amount of Sales Tax Paid at 9.500% (If various rates apply,please send a breakdown) $ 3,113.03 TOTAL $ 1,551,489.82 TOTAL $ 1,551,489.82 NOTE: These two totals must be equal ✓ Please List all Subcontractors Below: Subcontractor's Name: UBI Number: Affidavit ID(if known) Apply A Line, Inc. 600 553 941 278883 American Pride Corp. DBA Fortner Trucking 602 643 008 277488 Evergreen Concrete Cutting, Inc. 601 605 667 276175 Northwest Asphalt, Inc. 601 556 048 279700 Out West Landscaping&Irrigation Inc. 601 297 628 280412 Signal Electric Inc. 173 005 578 280246 Signature Survey&Mapping, PLLC 602 742 354 279945 Wilson Concrete Construction, Inc. 602 168 956 281249 F215-038-000 10-2010 REV 31 0020e(10/11/10) Continued on page 2 Please List all Subcontractors Below: Subcontractor's Name: "S' UBI Number: °rr°' Affidavit ID(if known) North Creek Environmental LLC 902 904 780 277346 JKA Enterprise Inc. 601 776 193 278996 K&S McCann Trucking LLC 602 329 708 276532 Cascade Channel &Grouting 601 426 821 276627 Drain Pro Inc. 602 740 534 276780 Brundage Bone Concrete Pumping, Inc. 600 630 026 276660 Pyramid Grinding LLC 602 778 944 274197 Comments: Contact Name: Title: Email Address: Phone Number: 1\ui.c. 111.1Jl3uul3111g Vlllccl 1111131 3UV11111 11113 cJ111plcicu 11u11cc 1111111culalcly allcl aci.Cp Lallcc Vl 111c W VIR Uullc Ullucl 11113 culluacl. NO PAYMENT SHALL BE MADE FROM RETAINED FUNDS until receipt of all release certificates. Submitting Form:Please submit the completed form to both DOR&L&I.DOR will forward copies of the form to Employment Security. For assistance with any questions,please contact: D.O.R (360) 725-7588 pwc@dor.wa.gov L&I (360)902-4754 contractrelease@lni.wa.gov E.S.D (360)902-9780 publicworks@esd.wa.gov For tax assistance or to request this document in an alternate format,visit http://dor.wa.gov or call 1-800-647-7706. Teletype(TTY)users may call(360)705-6718. F215-038-000 10-2010 REV 31 0020e(10/11/10) Noposior *or PUBLIC WORKS DEPARTMENT r5 aut0rob .r ,r MEMORANDUM DATE: October 28, 2010 TO: Tracy Schuld, Accounting Supervisor FROM: Robert Lochmille / � SUBJECT: Retainage Release AG-09-125) Rainier Ave S Improvements Project Phase 1 —Shattuck Ave S Stormwater Bypass The following documents are attached for processing the retainage release for this project: 1 copy Agenda Bill (July 19, 2010)for Council's acceptance of the project and pay estimate. 1 copy Notice of Completion of Public Works Contract, Dept of Revenue & Labor and Industries 16 copies Statement of Intent to Pay Prevailing Wages(copies)for: Pivetta Brothers Construction Inc., Apply A line Inc.,American Pride Corp., Evergreen Concrete Cutting Inc., Northwest Asphalt Inc., Out West Landscaping& Irrigation Inc., Signal Electric Inc.,Signature Surveying& Mapping PLLC,Wilson Concrete Construction Inc., North Creek Environmental LLC,JKA Enterprise Inc., K&S McCann Trucking LLC,Cascade Channel&Grouting, Drain-Pro Inc., Brundage bone Concrete Pumping Inc., and Pyramid Grinding LLC. 16 copies Affidavit of Wages Paid (copies)for: Pivetta Brothers Construction Inc.,Apply A line Inc.,American Pride Corp., Evergreen Concrete Cutting Inc., Northwest Asphalt Inc., Out West Landscaping& Irrigation Inc.,Signal Electric Inc., Signature Surveying& Mapping PLLC,Wilson Concrete Construction Inc., North Creek Environmental LLC,JKA Enterprise Inc., K&S McCann Trucking LLC, Cascade Channel&Grouting, Drain-Pro Inc., Brundage bone Concrete Pumping Inc., and Pyramid Grinding LLC. 1 copy Washington State Labor and Industries Industrial Insurance Premium Web Page. Pivetta Brothers Construction Inc. (UBI#600 522 209) is current. The Council approved the Final Pay Estimate on the Consent Agenda at the July 19, 2010 Council Meeting(copy attached). Please proceed with the release of the retainage, subject to the receipt of all required letters, releases, and required authorizations from the State. Please call me, if you have any questions. Attachments H:\Division.s\TRANSPOR.TAT\DESIGN.ENG\Rob\Projects-Current\Shattuck\700 Construction Admin-Project Control\730 Contract Completion\730.7 City Closeout\10-0407 Memo to Finance.doc Itime July 19,2010 Renton City Council Minutes Page 221 AUDIENCE COMMENT Greg James(Sammamish),operator of the Riviera Apartments and Director of Citizen Comment:James- the Renton Shoreline Coalition, expressed appreciation for the extension of Proposed Shoreline Master time granted by the Planning and Development Committee regarding the Program review of the Shoreline Master Program (SMP). He also thanked Council President Persson and Councilmember Palmer for conducting a site visit to the Riviera Apartments. Mr.James stated that positive and productive meetings with City staff have occurred since the time extension was granted and remarked that the Renton Shoreline Coalition is optimistic that these discussions and meetings will result in substantive changes to the SMP. CONSENT AGENDA Items listed on the consent agenda are adopted by one motion which follows the listing. At the request of Council President Persson, Items 8.h. and 8.k. were removed for separate consideration. Council Meeting Minutes of Approval of Council meeting minutes of 7/12/2010. Council concur. 7/12/2010 City Clerk:Quarterly Contract City Clerk submitted quarterly contract list for period 4/1/2010 through List,4/1/2010-6/30/2010 6/30/2010 and expiration report for agreements expiring 7/1/2010 to 12/31/2010. Information. CED:Arts&Culture Master Community and Economic Development Department recommended adoption Plan of the Arts&Culture Master Plan. Refer to Community Services Committee. CED:Adopt 2009 IPMC with Community and Economic Development Department recommended adoption Local Amendments of the 2009 International Property Maintenance Code (IPMC)with local amendments. Refer to Public Safety Committee. CED:Adopt Revised Civil Community and Economic Development Department recommended Enforcement of Code designating certain code violations as civil infractions to reduce code enforcement costs and process times by adopting revised Civil Enforcement of Code. Refer to Public Safety Committee. CED:Clarify Unfit Building Community and Economic Development Department recommended adoption Regulations of housekeeping amendments to City Code to clarify sections of the Unfit Building Regulations. Refer to Public Safety Committee. CED:Quendall Terminals EIS, Community and Economic Development Department recommended approval Blumen Consulting Group of a contract in the amount of$157,975 with Blumen Consulting Group, Inc.to complete an Environmental Impact Statement(EIS)for the proposed mixed-use development Quendall Terminals. Refer to Finance Committee. Budget:2010 Amendments Finance and Information Services Department recommended approval of second quarter 2010 Budget amendments increasing appropriations by$8.1 'on. Refer to Finance Committee. CAG:09-125, Rainier Av S(SR Transportation Systems Division submitted CAG-09-125, Rainier Ave.S. (SR 167) 167) Improvement Project, Improvement Project, Phase I-Shattuck Ave.S.Stormwater Bypass project; Phase I-Shattuck Av S and requested approval of the project,commencement of a 60-day lien period, Stormwater Bypass, Pivetta and release of retained amount of$77,418.33 to Pivetta Brothers Construction, Brothers Construction contractor, if all required releases are obtained. Council concur. MOVED BY PERSSON,SECONDED BY CORMAN,COUNCIL APPROVE THE CONSENT AGENDA MINUS ITEMS 8.h. and 8.k. CARRIED. iorse Now CITY OF RENTON COUNCIL AGENDA BILL Al#: Submitting Data: Public Works Department For Agenda of: Dept/Div/Board.. Transportation Systems Division July 19, 2010 Staff Contact Robert Lochmiller (extension 7303) Agenda Status Consent X Subject: Public Hearing Rainier Avenue South (SR 167) Improvement Project Correspondence... Phase I: Shattuck Avenue South Stormwater Bypass Ordinance Pivetta Brothers Construction, Inc. (CAG 09-125) Resolution Old Business Exhibits: New Business X Final Pay Estimate Study Sessions Notice of Completion of Public Works Contract Information Recommended Action: Approvals: • Legal Dept Council Concur Finance Dept Other Fiscal Impact: 317.122703.016.595.30.63.001 Expenditure Required... N/A Transfer/Amendment Amount Budgeted Revenue Generated $1,943,674 Total Project Budget $1,943,674 City Share Total Project... $0 SUMMARY OF ACTION: The contract provided for installation of approximately 1,150 feet of 48-inch diameter storm pipe in Shattuck Avenue South from the intersection of South 4th Place, underneath the BNSF Railway, to the intersection of South 7th Street. The work also included a two-lane roadway underneath the BNSF Railway with traffic safety features due to the height restriction of the underpass. The original contract was in the amount of$1,450,608.98, with the final contract amount being $1,551,489.82. The change in the final amount was due to unforeseen utility conflicts with installation of the new 48-inch storm line. STAFF RECOMMENDATION: Accept completion of the project and release retainage for the full project in the amount of$77,418.83 after 60 days, subject to the required authorization. \\Lenton\Depts\PW\Division.s\TRANSPOR.TAT\DESIGN.ENG\Rob\Shattuck\Construction\Closeout\Agenda Bill Final Acceptance 100621.doc Verify Workers' Comp Premiu' Status - Employer Liability Certificate Page 1 of 1 *we wioa. Washington State Department of STA TA: Employer Liability Labor and Industries ., � Certificate #)r� Int `'l Department of Labor and Industries Employer Liability Certificate Date: 10/28/2010 UBI #: 600 522 209 Legal Business Name: PIVETTA BROTHERS CONSTRUCTION INC Account#: 488,626-00 'Doing Business As'Name: PIVETTA BROTHERS CONST INC Estimated Workers Reported: Quarter 2 of Year 2010 "21 to 30 Workers" (See Description Below) Workers' Comp Premium Status: Account is current. Firm has voluntarily reported and paid their premiums. Licensed Contractor? Yes License: PIVETBC063B9 Expire Date: 10/6/2011 Account Representative: T8 /RICHELLE BLOSL (360)902-4823 - Email: FOLL235@lni.wa.gov What does "Estimated Workers Reported" mean? Estimated workers reported represents the number of full time position requiring at least 480 hours of work per calendar quarter. A single 480 hour position may be filled by one person, or several part time workers. Industrial Insurance Information Employers report and pay premiums each quarter based on hours of employee work already performed, and are liable for premiums found later to be due. Industrial insurance accounts have no policy periods, cancellation dates, limitations of coverage or waiver of subrogation(See RCW 51.12.050 and 51.16.190). https://fortress.wa.gov/lni/crpsi/AcctInfoPrint.aspx?AccountId=48 862600&AccountMana... 10/28/2010 Affidavit of Wages Paid Page 1 of 2 Now �. Prevailing Wage Section �'`�°r"�" '�' Department of Labor& Affidavit of Wages Paid Industries Mit I.i t: 1"R I I:y ' PO Box 44540 Olympia,WA 98504-4540 Received: Affidavit Id: Status: 05/19/2010 277449 Approved on 05/19/2010 COMPANY Company Information: PIVETTA BROTHERS CONST INC PIVETBC063B9 License History 600 522 209 488,626-00 Industrial Insurance PO BOX 370 Premium Status SUMNER, WA 98390 (253) 862-7890 Payment Type: Electronic Company Signature: Electronic PROJECT Public Agency: RENTON, CITY OF 1055 S GRADY WAY RENTON, WA 98055 Agency Contact Name: Ron Lochmiller Agency Contact Phone: (425)430-6510 County: KING Multiple Counties?No City: Renton Job Site Address/Directions: Rainier Ave& Shattuck Ave S Project Name: Rainier Ave S (SR 167) Improvements Project Phase 1 - Shattuck AVe S Stormwater Contract Number: CAG 09 125 Date Intent Filed: 08/05/2009 Bid Due Date: 07/17/2009 Award Date: 08/03/2009 Job Start Date: 09/01/2009 Date Work Completed: 05/19/2010 Prime Contractor: PIVETTA BROTHERS CONST INC PIVETBC063B9 (253) 862-7890 Did Your Company Hire Subcontractors To Perform All Work? No Did Your Company Hire Any Subcontractors? Yes $Amount of your contract $1,500,967.18 (including sales tax): Number of Owners/Operators 0 https://fortress.wa.gov/lni/pwiapub/AffidavitPrint.asp?ID=277449 10/28/2010 Affidavit of Wages Paid Page 2 of 2 %me New Who Performed Work: Did Employees Perform Work on Yes This Project? Does this project utilize American Recovery and Reinvestment Act Yes (ARRA) funds? More specifically, does this project utilize any weatherization No or energy efficiency upgrade funds(ARRA or otherwise)? Filed by: Candy Riordan SUBCONTRACTORS Business Name UBI License Phone Number APPLY A LINE INC 600553941 APPLYI*161RU (253) 299-1200 DE WATERING SERVICES LLC 602648434 DEWATWS946PL (360)474-0123 EVERGREEN CONCRETE CUTTING INC 601605667 EVERGCC945CP (253) 826-7644 AMERICAN PRIDE CORPORATION 602643008 AMERIPC926BN (360) 802-1212 NORTHWEST ASPHALT INC 601556048 NORTHAI066MF (425)254-1820 OUT WEST LNDSCP & IRRIGTN INC 601297628 OUTWELI099DH (360) 863-2797 OWL FENCING INC 601630103 OWLFEI*044CB (360) 825-0970 PYRAMID GRINDING LLC 602778944 PYRAMGL921JS (425) 254-1820 Signature Surveying & Mapping, 602742354 N/A (206) 947-4975 WILSON CONCRETE CONST INC 602168956 WILSOCC991R8 (253) 863-8888 NORTH CREEK ENVIRONMENTAL LLC 602904780 NORTHCE910M7 (425) 788-5871 J K A ENTERPRISES INC 601776193 I JKENTI*945QC (360) 794-7300 CASCADE CHANNEL& GROUTING 601426821 ICASCACG944LO (206) 595-4572 K& S MCCANN TRUCKING LLC 602329708 KSMCCSM956KW(509)674-3779 DRAIN-PRO INC 602740534 DRAINI*935NC (253) 926-5586 Brundage Bone Concrete Pumping 600630026 N/A (253) 859-4444 EMPLOYEES' WAGES Journey Level Trades/Occupations County Trade Occupation Wage Fringe 1Nor Hou KING FLAGGERS JOURNEY LEVEL $33.99 $0.00 1 26 KING LABORERS - UNDERGROUND GENERAL LABORER $40.09 $0.00 3 519.° SEWER&WATER KING LABORERS - UNDERGROUND PIPE LAYER $40.83 $0.00 1 62 SEWER &WATER POWER EQUIPMENT BACKHOE, EXCAVATOR, KING OPERATORS SHOVEL, TRACTORS: 15 TO 30 $49.90 $0.00 9 5377 METRIC TONS Apprentice Trades/Occupations https://fortress.wa.gov/lni/pwiapub/AffidavitPrint.asp?ID=277449 10/28/2010 Affidavit of Wages Paid Page 1 of 2 wrr Dcpdtli ect 4 iev., Prevailing Wage Section i7 '414r Department of Labor& Affidavit of Wages Paid p0dustries i\«l, iRlL5 Box 44540 Olympia,WA 98504-4540 Received: Affidavit Id: Status: 05/28/2010 278883 Approved on 06/01/2010 COMPANY Company Information: APPLY A LINE INC APPLYI*161RU License History 600 553 941 879,987-00 Industrial Insurance 175 ROY ROAD SW Premium Status BLDG C PACIFIC, WA 98047 (253)299-1200 Payment Type: Electronic Company Signature: Electronic PROJECT Public Agency: RENTON, CITY OF 1055 S GRADY WAY RENTON, WA 98055 Agency Contact Name: Kelly Clark Agency Contact Phone: (425) 791-8354 County: KING Multiple Counties?No City: Renton Job Site Address/Directions: Rainier Ave S-Shattuck Ave S Project Name: Rainier Ave S (SR 167) Imp Project Phase 1-Shattuck Ave S Stormwater Contract Number: #CAG 09 125 Date Intent Filed: 08/28/2009 Bid Due Date: 07/17/2009 Award Date: 08/03/2009 Job Start Date : 04/22/2010 Date Work Completed: 04/30/2010 Prime Contractor: PIVETTA BROTHERS CONST INC PIVETBC063B9 (253) 862-7890 Did Your Company Hire Subcontractors To Perform All Work? No Did Your Company Hire Any Subcontractors? No $Amount of your contract $4,261.50 (including sales tax): Number of Owners/Operators 0 https://fortress.wa.gov/Ini/pwiapub/AffidavitPrint.asp?ID=278883 10/28/2010 Affidavit of Wages Paid Page 2 of 2 %so Name Who Performed Work: Did Employees Perform Work on Yes This Project? Does this project utilize American Recovery and Reinvestment Act Yes (ARRA) funds? More specifically, does this project utilize any weatherization Yes or energy efficiency upgrade funds(ARRA or otherwise)? Filed by: ROCHELLE L FLINCHBAUGH EMPLOYEES' WAGES Journey Level Trades/Occupations County Trade Occupation Wage Fringe wor Ho KING TRAFFIC CONTROL JOURNEY LEVEL $30.40 $11.50 2 20 STRIPERS Apprentice Trades/Occupations Trade Occupation App Program Stac % Star End County TRAFFIC CONTROL NONE 4 73% 2334 4666 KING STRIPERS State Apprentice Name Reg # First Day Last Day ARTS Wage Fring* on Proj. on Proj. Trade Traffic WA OVERTON, MITCH L 161293 04/22/2010 04/30/2010 Control $20.55 $10.04 Painter https://fortress.wa.gov/lni/pwiapub/AffidavitPrint.asp?ID=278883 10/28/2010 Affidavit of Wages Paid Page 1 of 2 Nor t)coni tut ug Prevailing Wage Section tl" St% Department of Labor& Inina Affidavit of Wages Paid Industries I\17ts1RIEs *� POBox44540 Olympia,WA 98504-4540 Received: Affidavit Id: Status: 05/20/2010 277488 Approved on 05/20/2010 COMPANY Company Information: AMERICAN PRIDE CORP. DBA FORTNER TRUCKING 602 643 008 Search for License History 121,063-00 718 Griffin Ave., #83 Industrial Insurance Enumclaw, WA 98022 Premium Status (360) 802-1212 Payment Type: Electronic Company Signature: Electronic PROJECT Public Agency: RENTON, CITY OF 1055 S GRADY WAY RENTON, WA 98055 Agency Contact Name: ROB LOCHMILLER Agency Contact Phone: (425)430-7303 County: KING Multiple Counties?No City: RENTON Job Site Address/Directions: RAINIER AVE S./SHATTUCK AVE. S. Project Name: Rainier Ave. S. Improvements Project 1 -Shattuck Ave. S. Stormwater Contract Number: CAG 09 125 Date Intent Filed: 09/25/2009 Bid Due Date: 07/17/2009 Award Date: 08/03/2009 Job Start Date: 09/25/2009 Date Work Completed: 04/09/2010 Prime Contractor: PIVETTA BROTHERS CONST INC PIVETBC063B9 (253) 862-7890 Did Your Company Hire Subcontractors To Perform All Work? No Did Your Company Hire Any Subcontractors? No $Amount of your contract $163,140.24 (including sales tax): Number of Owners/Operators 2 Who Performed Work: Did Employees Perform Work on https://fortress.wa.gov/lni/pwiapub/AffidavitPrint.asp?ID=277488 10/28/2010 Affidavit of Wages Paid Page 2 of 2 'grow Iftet This Project? Yes Does this project utilize American Recovery and Reinvestment Act No (ARRA) funds? More specifically, does this project utilize any weatherization No or energy efficiency upgrade funds(ARRA or otherwise)? Filed by: NANCY HUKEE EMPLOYEES' WAGES Journey Level Trades/Occupations County Trade Occupation Wage Fringe Wor Ho KING TRUCK DRIVERS DUMP TRUCK&TRAILER $44.25 $0.00 11 1003 Apprentice Trades/Occupations https://fortress.wa.gov/1ni/pwiapub/AffidavitPrint.asp?ID=277488 10/28/2010 Affidavit of Wages Paid Page 1 of 2 N •rr Dcarl r,cc,s a Prevailing Wage Section Department of Labor& INBORI} • Affidavit of Wages Paid Industries 1\1)011110 gri POBox44540 Olympia,WA 98504-4540 Received: Affidavit Id: Status: 05/12/2010 276175 Approved on 05/12/2010 COMPANY Company Information: EVERGREEN CONCRETE CUTTING INC EVERGCC945CP License History 601 605 667 Industrial Insurance 889,844-00 Premium Status 767 VALENTNE AVE SE PACIFIC, WA 98047 (253) 826-7644 Payment Type: Electronic Company Signature: Electronic PROJECT Public Agency: RENTON, CITY OF 1055 S GRADY WAY RENTON, WA 98055 Agency Contact Name: Ron Lochmiller Agency Contact Phone: (425)430-6510 County: KING Multiple Counties?No City: Renton Job Site Address/Directions: Pivetta Job#09-212-Sub to Pivetta Bros Project Name: Rainier Ave S (SR 167) Improvements Project Phase 1-Shattuck Ave S Stormwater Contract Number: CAG 09 125 Date Intent Filed: 08/13/2009 Bid Due Date: 07/17/2009 Award Date: 08/03/2009 Job Start Date: 11/02/2009 Date Work Completed: 04/15/2010 Prime Contractor: PIVETTA BROTHERS CONST INC PIVETBC063B9 (253) 862-7890 Did Your Company Hire Subcontractors To Perform All Work? No Did Your Company Hire Any Subcontractors? No $Amount of your contract $3,854.50 (including sales tax): Number of Owners/Operators 0 https://fortress.wa.gov/lni/pwiapub/AffidavitPrint.asp?ID=276175 10/28/2010 Affidavit of Wages Paid Page 2 of 2 Who Performed Work: Did Employees Perform Work on Yes This Project? Does this project utilize American Recovery and Reinvestment Act Yes (ARRA) funds? More specifically, does this project utilize any weatherization No or energy efficiency upgrade funds(ARRA or otherwise)? Filed by: MATTHEW J TAYLOR EMPLOYEES' WAGES Journey Level Trades/Occupations County Trade Occupation Wage Fringe Wor Hou KING LABORERS CONCRETE SAW OPERATOR $38.93 $1.84 1 3 KING LABORERS CONCRETE SAW OPERATOR $32.37 $9.07 1 1.5 KING LABORERS CONCRETE SAW OPERATOR $31.70 $9.07 5 14.2E KING LABORERS CONCRETE SAW OPERATOR $40.77 $0.00 1 1 Apprentice Trades/Occupations https://fortress.wa.gov/lni/pwiapub/AffidavitPrint.asp?ID=276175 10/28/2010 Affidavit of Wages Paid Page 1 of 2 +rr Niair raarl�ccGt i Prevailing Wage Section Department of Labor& IT= V4 Affidavit of Wages Paid p0 INDUs1RILS Box 44540 Olympia,WA 98504-4540 Received: Affidavit Id: Status: 06/03/2010 279700 Approved on 06/03/2010 COMPANY Company Information: NORTHWEST ASPHALT INC NORTHAI066M F License History 601 556 048 875,435-00 Industrial Insurance PO BOX 2260 Premium Status RENTON, WA 980560260 (425)254-1820 Payment Type: Electronic Company Signature: Electronic PROJECT Public Agency: RENTON, CITY OF 1055 S GRADY WAY RENTON, WA 98055 Agency Contact Name: ROB LOCHMILLER, PE Agency Contact Phone: (425)430-7303 County: KING Multiple Counties?No City: RENTON Job Site Address/Directions: SHATTUCK AVENUE SOUTH- Project Name: RAINIER AVE S (SR 167) IMPROVEMENTS PHASE 1 SHATTUCK AVE STORMWATER Contract Number: CAG 09 125 Date Intent Filed: 09/28/2009 Bid Due Date: 07/17/2009 Award Date: 08/03/2009 Job Start Date: 04/09/2010 Date Work Completed: 04/16/2010 Prime Contractor: PIVETTA BROTHERS CONST INC PIVETBC063B9 (253) 862-7890 Did Your Company Hire Subcontractors To Perform All Work? No Did Your Company Hire Any Subcontractors? No $Amount of your contract $92,930.11 (including sales tax): Number of Owners/Operators 0 https://fortress.wa.gov/lni/pwiapub/AffidavitPrint.asp?ID=279700 10/28/2010 Affidavit of Wages Paid Page 2 of 2 ,4000 law Who Performed Work: Did Employees Perform Work on Yes This Project? Does this project utilize American Recovery and Reinvestment Act Yes (ARRA) funds? More specifically, does this project utilize any weatherization No or energy efficiency upgrade funds(ARRA or otherwise)? Filed by: Marjorie M Stratton EMPLOYEES' WAGES Journey Level Trades/Occupations County Trade Occupation Wage Fringe Wor Hou KING LABORERS ASPHALT RAKER $32.21 $9.07 8 92.5 KING POWER EQUIPMENT ROLLERS, PLANTMIX OR $47,00 $0.00 2 25.5 OPERATORS MULTILIFT MATERIALS KING POWER EQUIPMENT SCREED MAN $47.91 $0.00 5 83.5 OPERATORS KING TRUCK DRIVERS ASPHALT MIX(TO 16 YARDS) $43.45 $0.00 4 25 KING TRUCK DRIVERS ASPHALT MIX(OVER 16 YARDS) $44.25 $0.00 4 84.5 KING POWER EQUIPMENT BROOMS $44.64 $0.00 1 1 OPERATORS Apprentice Trades/Occupations https://fortress.wa.gov/lni/pwiapub/AffidavitPrint.asp?ID=279700 10/28/2010 Affidavit of Wages Paid Page 1 of 2 Now NSW J7r� rc � Prevailing Wage Section Department of Labor& Affidavit of Wages Paid Industries 1\D l 1R1€ '' rp PO Box 44540 Olympia,WA 98504-4540 Received: Affidavit Id: Status: 06/09/2010 280412 Approved on 06/09/2010 COMPANY Company Information: OUT WEST LNDSCP & IRRIGTN INC OUTWELI099DH License History 601 297 628 568,576-01 Industrial Insurance PO BOX 1805 Premium Status WOODINVILLE, WA 98072 (360) 863-2797 Payment Type: Electronic Company Signature: Electronic PROJECT Public Agency: RENTON, CITY OF 1055 S GRADY WAY RENTON, WA 98055 Agency Contact Name: Ron Lochmiller Agency Contact Phone: (425)430-6510 County: KING Multiple Counties?No City: Renton Job Site Address/Directions: Rainier Ave (SR167) Shattuck Ave-Renton, WA Project Name: Rainier Ave S (SR167) Improvements Project Phasel -Shattuck Ave S Stormwater Contract Number: CAG 09 125 Date Intent Filed: 09/14/2009 Bid Due Date: 07/17/2009 Award Date: 08/03/2009 Job Start Date: 10/01/2009 Date Work Completed: 05/12/2010 Prime Contractor: PIVETTA BROTHERS CONST INC PIVETBC063B9 (253) 862-7890 Did Your Company Hire Subcontractors To Perform All Work? No Did Your Company Hire Any Subcontractors? No $Amount of your contract $25,628.00 (including sales tax): Number of Owners/Operators 0 https://fortress.wa.gov/lni/pwiapub/AffidavitPrint.asp?ID=280412 10/28/2010 Affidavit of Wages Paid Page 2 of 2 wrw New Who Performed Work: Did Employees Perform Work on Yes This Project? Does this project utilize American Recovery and Reinvestment Act Yes (ARRA) funds? More specifically, does this project utilize any weatherization No or energy efficiency upgrade funds(ARRA or otherwise)? Filed by: Kimberly A Beckmn EMPLOYEES' WAGES Journey Level Trades/Occupations County Trade Occupation Wage Fringe 1Nor Hou KING LANDSCAPE CONSTRUCTION LANDSCAPING OR PLANTING $17.87 $0.00 3 108 LABORERS Apprentice Trades/Occupations https://fortress.wa.gov/lni/pwiapub/AffidavitPrint.asp?ID=280412 10/28/2010 Affidavit of Wages Paid Page 1 of 3 hepaftit:trt ,' Prevailing Wage Section Department of Labor& Affidavit of Wages Paid Industries INDPs1RIL's PO Box 44540 Olympia,WA 98504-4540 Received: Affidavit Id: Status: 06/08/2010 280246 Approved on 06/09/2010 COMPANY Company Information: SIGNAL ELECTRIC INC SIGNAEI325K8 License History 173 005 578 268,189-00 Industrial Insurance PO BOX 6209 Premium Status KENT, WA 980646209 (253) 872-7177 Payment Type: Electronic Company Signature: Electronic PROJECT Public Agency: RENTON, CITY OF 1055 S GRADY WAY RENTON, WA 98055 Agency Contact Name: Ron Lochmiller Agency Contact Phone: (425)430-6510 County: KING Multiple Counties?No City: Renton Job Site Address/Directions: Project Name: Rainier Ave S ( SR169 ) Improvements Project, Phase 1: Shattuck Ave S Stormwater Contract Number: CAG 09 125 Date Intent Filed: 08/17/2009 Bid Due Date: 07/17/2009 Award Date: 08/03/2009 Job Start Date: 10/14/2009 Date Work Completed: 05/21/2010 Prime Contractor: PIVETTA BROTHERS CONST INC PIVETBC063B9 (253) 862-7890 Did Your Company Hire Subcontractors To Perform All Work? No Did Your Company Hire Any Subcontractors? No $Amount of your contract $141,500.00 (including sales tax): Number of Owners/Operators 0 https://fortress.wa.gov/lni/pwiapub/AffidavitPrint.asp?ID=280246 10/28/2010 Affidavit of Wages Paid Page 2 of 3 Noy *orro Who Performed Work: Did Employees Perform Work on Yes This Project? Does this project utilize American Recovery and Reinvestment Act No (ARRA)funds? More specifically, does this project utilize any weatherization No or energy efficiency upgrade funds(ARRA or otherwise)? Filed by: Geral P Vosberg EMPLOYEES' WAGES Journey Level Trades/Occupations County Trade Occupation Wage Fringe 11Vor Hou KING ELECTRICIANS - INSIDE CABLE SPLICER $43.82 $14.52 2 80 KING ELECTRICIANS - INSIDE JOURNEY LEVEL $39.84 $14.41 5 226.° KING POWER EQUIPMENT TRACTORS, (75 HP & UNDER ) $33.05 $13.95 1 2 OPERATORS KING LABORERS DITCH DIGGER $29.66 $8.46 3 113 Apprentice Trades/Occupations Trade Occupation App Program Stac % Star End County ELECTRICIANS- INSIDE NONE 1 45% 0 1000 KING State Apprentice Name Reg # First Day Last Day ARTS Wage Fringe on Proj. on Proj. Trade Outdoor Lighting WA RIDGEWAY, PATRICK 162977 03/01/2010 03/19/2010 and Traffic $17.93 $10.04 Signal Installer ELECTRICIANS - INSIDE I (NONE I 6 85%16501180001 KING State Apprentice Name Reg # First Day Last Day ARTS Wage Fringe on Proj. on Proj. Trade Outdoor Lighting WA WHITEHURST, LISA 148009 04/27/2010 05/04/2010 and Traffic $33.86 $13.34 Signal Installer ELECTRICIANS - INSIDE I (NONE I 5 75%15001165001 KING State Apprentice Name Reg # First Day Last Day ARTS Wage Fringe on Proj. on Proj. Trade Outdoor WA GRAVES, NICHOLAS L 152079 04/02/2010 04/28/2010 Lighting $29.88 $13.04 and Traffic Signal https://fortress.wa.gov/lni/pwiapub/AffidavitPrint.asp?ID=280246 10/28/2010 Affidavit of Wages Paid Page 3 of 3 'rrr IInstaller I I ELECTRICIANS - INSIDE I (NONE I 3 55%12001135001 KING State Apprentice Name Reg # First Day Last Day ARTS Wage Fringe on Proj. on Proj. Trade Outdoor Lighting WA ACEVEDA, LLOYD P 160373 04/21/2010 05/18/2010 and Traffic $21.91 $11.85 Signal Installer https://fortress.wa.gov/lni/pwiapub/AffidavitPrint.asp?ID=280246 10/28/2010 Affidavit of Wages Paid Page 1 of 2 Noe e r i r c cPrevailing Wage Section Department of Labor& Affidavit of Wages Paid Industries 11 ll 151 R 1 E ` '' PO Box 44540 Olympia,WA 98504-4540 Received: Affidavit Id: Status: 06/07/2010 279945 Approved on 06/07/2010 COMPANY Company Information: Signature Surveying & Mapping, PLLC 602 742 354 Search for License History 15541 26th Ave. NE Search for Industrial Shoreline, WA 98155 Insurance Premium Status (206) 947-4975 Payment Type: Electronic Company Signature: Electronic PROJECT Public Agency: RENTON, CITY OF 1055 S GRADY WAY RENTON, WA 98055 Agency Contact Name: Rob Lochmiller Agency Contact Phone: (425)430-7303 County: KING Multiple Counties?No City: Renton Job Site Address/Directions: Rainier Ave S/Shattuck Ave S Project Name: Rainier Ave S (SR 167) Improvements Project Phase 1 -Shattuck Ave S Stormwater Contract Number: CAG 09 125 Date Intent Filed: 08/26/2009 Bid Due Date: 07/17/2009 Award Date: 08/03/2009 Job Start Date: 09/02/2009 Date Work Completed: 05/29/2010 Prime Contractor: PIVETTA BROTHERS CONST INC PIVETBC063B9 (253) 862-7890 Did Your Company Hire Subcontractors To Perform All Work? No Did Your Company Hire Any Subcontractors? No $Amount of your contract $12,910.00 (including sales tax): Number of Owners/Operators 2 Who Performed Work: https://fortress.wa.gov/lni/pwiapub/AffidavitPrint.asp?ID=279945 10/28/2010 Affidavit of Wages Paid Page 2 of 2 Did Employees Perform Work on No This Project? Does this project utilize American Recovery and Reinvestment Act Yes (ARRA) funds? More specifically, does this project utilize any weatherization No or energy efficiency upgrade funds(ARRA or otherwise)? Filed by: Pamela Sager EMPLOYEES' WAGES Journey Level Trades/Occupations Apprentice Trades/Occupations https://fortress.wa.gov/1ni/pwiapub/AffidavitPrint.asp?ID=279945 10/28/2010 Affidavit of Wages Paid Page 1 of 2 ,4100 L1CJJrlI�it n„ + Prevailing Wage Section ' i Department of Labor& ` Affidavit of Wages Paid Industries IAl)C '1RIt1, POBox44540 Olympia,WA 98504-4540 Received: Affidavit Id: Status: 06/15/2010 281249 Approved on 06/15/2010 COMPANY Company Information: WILSON CONCRETE CONST INC WILSOCC991 R8 License History 602 168 956 024,692-00 Industrial Insurance PO BOX 275 Premium Status ENUMCLAW, WA 98022 (253) 863-8888 Payment Type: Electronic Company Signature: Electronic PROJECT Public Agency: RENTON, CITY OF 1055 S GRADY WAY RENTON, WA 98055 Agency Contact Name: Ron Lochmiller Agency Contact Phone: (425)430-6510 County: KING Multiple Counties?No City: RENTON Job Site Address/Directions:, Project Name: RAINIER AVE S (SR 167) IMPROVEMENTS PROJECT PHASE 1 - SHATTUCK AVE S STORMWATER Contract Number: CAG 09 125 Date Intent Filed: 09/23/2009 Bid Due Date: 07/17/2009 Award Date: 08/03/2009 Job Start Date: 03/05/2010 Date Work Completed: 04/29/2010 Prime Contractor: PIVETTA BROTHERS CONST INC PIVETBC063B9 (253) 862-7890 Did Your Company Hire Subcontractors To Perform All Work? No Did Your Company Hire Any Subcontractors? No $Amount of your contract $56,879.08 (including sales tax): Number of Owners/Operators 0 https://fortress.wa.gov/lni/pwiapub/AffidavitPrint.asp?ID=281249 10/28/2010 Affidavit of Wages Paid Page 2 of 2 Who Performed Work: Did Employees Perform Work on Yes This Project? Does this project utilize American Recovery and Reinvestment Act No (ARRA) funds? More specifically, does this project utilize any weatherization No or energy efficiency upgrade funds(ARRA or otherwise)? • Filed by: Cynthia Wison EMPLOYEES' WAGES Journey Level Trades/Occupations County Trade Occupation Wage Fringe Wor Hou KING CEMENT MASONS JOURNEY LEVEL $38.75 $13.40 3 60 KING CEMENT MASONS JOURNEY LEVEL $35.75 $13.40 4 29 KING CEMENT MASONS JOURNEY LEVEL $42.08 $9.07 2 60 KING CEMENT MASONS JOURNEY LEVEL $40.08 $9.07 13 191 KING LABORERS CEMENT FINISHER TENDER $31.70 $9.07 5 43.5 KING POWER EQUIPMENT CONCRETE FINISH MACHINE - $48.00 $0.00 1 54.5 OPERATORS LASER SCREED Apprentice Trades/Occupations https://fortress.wa.gov/lni/pwiapub/AffidavitPrint.asp?ID=281249 10/28/2010 Affidavit of Wages Paid Page 1 of 2 Nee Deec t Prevailing Wage Section Department of Labor& MEM Affidavit of Wages Paid Industries I S DI .1 li I F S 4 PO Box 44540 Olympia,WA 98504-4540 Received: Affidavit Id: Status: 05/19/2010 277346 Approved on 05/19/2010 COMPANY Company Information: NORTH CREEK ENVIRONMENTAL LLC NORTHCE910M7 License History 602 904 780 922,907-01 Industrial Insurance P.O.BOX 597 Premium Status DUVALL, WA 98019 (425) 788-5871 Payment Type: Electronic Company Signature: Electronic PROJECT Public Agency: RENTON, CITY OF 1055 S GRADY WAY RENTON, WA 98055 Agency Contact Name: Rob Lochmiller Agency Contact Phone: (425)430-7303 County: KING Multiple Counties?No City: Renton Job Site Address/Directions: Rainier Ave S, SR 167, Shattuck AVe S Project Name: Rainier Ave S (SR 167) Improvements Project Phase 1 - Shattuck Ave S Stormwater Contract Number: CAG 09 125 Date Intent Filed: 10/15/2009 Bid Due Date: 07/17/2009 Award Date: 08/03/2009 Job Start Date: 10/19/2009 Date Work Completed: 10/20/2009 Prime Contractor: PIVETTA BROTHERS CONST INC PIVETBC063B9 (253) 862-7890 Did Your Company Hire Subcontractors To Perform All Work? No Did Your Company Hire Any Subcontractors? No $Amount of your contract $4,250.00 (including sales tax): Number of Owners/Operators 0 https://fortress.wa.gov/1ni/pwiapub/AffidavitPrint.asp?ID=277346 10/28/2010 Affidavit of Wages Paid Page 2 of 2 Who Performed Work: Did Employees Perform Work on Yes This Project? Does this project utilize American Recovery and Reinvestment Act No (ARRA) funds? More specifically, does this project utilize any weatherization No or energy efficiency upgrade funds(ARRA or otherwise)? Filed by: Michelle Vanhulle EMPLOYEES' WAGES Journey Level Trades/Occupations County Trade Occupation Wage Fringe 1Nor Ho POWER EQUIPMENT BACKHOE, EXCAVATOR, KING OPERATORS SHOVEL, TRACTORS: 15 TO 30 $34.75 $15.15 1 17 METRIC TONS KING LABORERS GENERAL LABORER $38.12 $0.00 1 9 Apprentice Trades/Occupations https://fortress.wa.gov/lni/pwiapub/AffidavitPrint.asp?ID=277346 10/28/2010 Affidavit of Wages Paid Page 1 of 2 r t7c��,r1 c.en€ r i Prevailing Wage Section Department of Labor& Affidavit of Wages Paid Industries I y t)t N 1 R I P, PO Box 44540 Olympia,WA 98504-4540 Received: Affidavit Id: Status: 05/28/2010 278996 Approved on 05/28/2010 COMPANY Company Information: J K A ENTERPRISES INC JKENTI*945QC License History 601 776 193 805,695-01 Industrial Insurance 21703 195TH AVE SE Premium Status MONROE, WA 98272 (360) 794-7300 Payment Type: Electronic Company Signature: Electronic PROJECT Public Agency: RENTON, CITY OF 1055 S GRADY WAY RENTON, WA 98055 Agency Contact Name: PIVETTA BROTHERS CONST INC Agency Contact Phone: (253) 862-7890 County: KING Multiple Counties?No City: Renton Job Site Address/Directions: S 7TH ST& SHATTUCK AVE S Project Name: RAINIER AVE S IMPROVEMENTS PROJECT PHASE 1 -SHATTUCK AVE S STORMWATER Contract Number: CAG 09 125 Date Intent Filed: 10/30/2009 Bid Due Date: 07/17/2009 Award Date: 08/03/2009 Job Start Date: 10/29/2009 Date Work Completed: 11/02/2009 Prime Contractor: PIVETTA BROTHERS CONST INC PIVETBC063B9 (253) 862-7890 Did Your Company Hire Subcontractors To Perform All Work? No Did Your Company Hire Any Subcontractors? No $Amount of your contract $3,727.50 (including sales tax): Number of Owners/Operators 0 https://fortress.wa.gov/lni/pwiapub/AffidavitPrint.asp?ID=278996 10/28/2010 Affidavit of Wages Paid Page 2 of 2 r.w `rr Who Performed Work: Did Employees Perform Work on Yes This Project? Does this project utilize American Recovery and Reinvestment Act Yes (ARRA) funds? More specifically, does this project utilize any weatherization No or energy efficiency upgrade funds(ARRA or otherwise)? Filed by: Laura McCrillis EMPLOYEES' WAGES Journey Level Trades/Occupations County Trade Occupation Wage Fringe Wor Ho WELL DRILLERS & KING IRRIGATION PUMP WELL DRILLER $18.00 $0.00 1 10.2 INSTALLERS Apprentice Trades/Occupations https://fortress.wa.gov/lni/pwiapub/AffidavitPrint.asp?ID=278996 10/28/2010 Affidavit of Wages Paid Page 1 of 2 Nor DentrC r,tx t t Prevailing Wage Section Department of Labor& if Affidavit of Wages Paid Industries I\LItr1R1LS ' PO Box 44540 Olympia,WA 98504-4540 Received: Affidavit Id: Status: 05/13/2010 276532 Approved on 05/13/2010 COMPANY Company Information: K& S MCCANN TRUCKING LLC KSMCCSM956KW License History 602 329 708 965,818-01 Industrial Insurance 661 AIRPORT ROAD Premium Status CLE ELUM, WA 98922 (509)674-3779 Payment Type: Electronic Company Signature: Electronic PROJECT Public Agency: RENTON, CITY OF 1055 S GRADY WAY RENTON, WA 98055 Agency Contact Name: Rob Lochmiller Agency Contact Phone: (425)430-7303 County: KING Multiple Counties?No City: Renton Job Site Address/Directions: Rainer Ave S (SR 167) Project Name: Rainer Ave S (SR 167) Improvements Project Phase 1-Shattuck Ave S Stormwater Contract Number: CAG 09 125 Date Intent Filed: 02/10/2010 Bid Due Date: 07/17/2009 Award Date: 08/03/2009 Job Start Date: 01/12/2010 Date Work Completed: 04/22/2010 Prime Contractor: PIVETTA BROTHERS CONST INC PIVETBC063B9 (253) 862-7890 Did Your Company Hire Subcontractors To Perform All Work? No Did Your Company Hire Any Subcontractors? No $Amount of your contract $2,707.50 (including sales tax): Number of Owners/Operators 1 https://fortress.wa.gov/lni/pwiapub/AffidavitPrint.asp?ID=276532 10/28/2010 Affidavit of Wages Paid Page 2 of 2 *se vrie Who Performed Work: Did Employees Perform Work on No This Project? Does this project utilize American Recovery and Reinvestment Act Yes (ARRA)funds? More specifically, does this project utilize any weatherization No or energy efficiency upgrade funds(ARRA or otherwise)? Filed by: Karleen Brown EMPLOYEES' WAGES Journey Level Trades/Occupations Apprentice Trades/Occupations https://fortress.wa.gov/lni/pwiapub/AffidavitPrint.asp?ID=276532 10/28/2010 Affidavit of Wages Paid Page 1 of 2 vie tPrevailing Wage Section Department of Labor& sionsa f Affidavit of Wages Paid Industries I\DO1RIES PO Box 44540 Olympia,WA 98504-4540 Received: Affidavit Id: Status: 05/13/2010 276627 Approved on 05/13/2010 COMPANY Company Information: CASCADE CHANNEL & GROUTING CASCACG944LO License History 601 426 821 038,985-02 Industrial Insurance 15002 90TH ST E Premium Status PUYALLUP, WA 98372 (206) 595-4572 Payment Type: Electronic Company Signature: Electronic PROJECT Public Agency: RENTON, CITY OF 1055 S GRADY WAY RENTON, WA 98055 Agency Contact Name: Renton Agency Contact Phone: (253) 862-7890 County: KING Multiple Counties?No City: Renton Job Site Address/Directions: Project Name: Rainier Ave S (SR 167) Improvements Project Phase 1 -Shattuck Ave S Stormwater Contract Number: CAG 09 125 Date Intent Filed: 02/05/2010 Bid Due Date: 07/17/2009 Award Date: 08/03/2009 Job Start Date : 01/30/2010 Date Work Completed: 05/07/2010 Prime Contractor: PIVETTA BROTHERS CONST INC PIVETBC063B9 (253) 862-7890 Did Your Company Hire Subcontractors To Perform All Work? No Did Your Company Hire Any Subcontractors? No $Amount of your contract $14,990.00 (including sales tax): Number of Owners/Operators 1 https://fortress.wa.gov/lni/pwiapub/AffidavitPrint.asp?ID=276627 10/28/2010 Affidavit of Wages Paid Page 2 of 2 4„r Who Performed Work: Did Employees Perform Work on Yes This Project? Does this project utilize American Recovery and Reinvestment Act No (ARRA) funds? More specifically, does this project utilize any weatherization No or energy efficiency upgrade funds(ARRA or otherwise)? Filed by: Kenneth Mann EMPLOYEES' WAGES Journey Level Trades/Occupations County Trade Occupation Wage Fringe 1Nor Ho KING LABORERS GENERAL LABORER $30.96 $9.07 2 62 Apprentice Trades/Occupations https://fortress.wa.gov/lni/pwiapub/AffidavitPrint.asp?ID=276627 10/28/2010 Affidavit of Wages Paid Page 1 of 2 t r e I Prevailing Wage Section ,,,,rtaLu4,1\ opk Department of Labor& Affidavit of Wages Paid Industries I\II I S 1`R I L S � PO Box 44540 Olympia,WA 98504-4540 Received: Affidavit Id: Status: 05/14/2010 276780 Approved on 05/14/2010 COMPANY Company Information: DRAIN-PRO INC DRAINI*935NC License History 602 740 534 094,534-03 Industrial Insurance PO BOX 11168 Premium Status TACOMA, WA 98411 (253) 926-5586 Payment Type: Electronic Company Signature: Electronic PROJECT Public Agency: RENTON, CITY OF 1055 S GRADY WAY RENTON, WA 98055 Agency Contact Name: Rob Lochmiller Agency Contact Phone: (425)430-7303 County: KING Multiple Counties?No City: Renton Job Site Address/Directions: S 7th St& Shattuck Ave S Project Name: Rainer Ave S (SR 167) Improvements Projects Phase 1 Shattuck Ave S Contract Number: CAG 09 125 Date Intent Filed: 03/30/2010 Bid Due Date: 07/17/2009 Award Date: 08/03/2009 Job Start Date: 03/01/2010 Date Work Completed: 05/07/2010 Prime Contractor: PIVETTA BROTHERS CONST INC PIVETBC063B9 (253) 862-7890 Did Your Company Hire Subcontractors To Perform All Work? No Did Your Company Hire Any Subcontractors? No $Amount of your contract $4,032.50 (including sales tax): Number of Owners/Operators 0 Who Performed Work: https://fortress.wa.gov/lni/pwiapub/AffidavitPrint.asp?ID=276780 10/28/2010 Affidavit of Wages Paid Page 2 of 2 4iise Nue Did Employees Perform Work on Yes This Project? Does this project utilize American Recovery and Reinvestment Act Yes (ARRA) funds? More specifically, does this project utilize any weatherization Yes or energy efficiency upgrade funds(ARRA or otherwise)? Filed by: Richard Dickson EMPLOYEES' WAGES Journey Level Trades/Occupations County Trade Occupation Wage Fringe 1Nor Hou INSPECTION/CLEANING/SEALII KING OF SEWER &WATER TECHNICIAN $19.33 $0.00 1 7 SYSTEMS BY REMOTE CONTROL INSPECTION/CLEANING/SEALII KING OF SEWER &WATER TV TRUCK OPERATOR $20.45 $0.00 1 7 SYSTEMS BY REMOTE CONTROL KING LABORERS GENERAL LABORER $40.03 $0.00 1 11 KING TRUCK DRIVERS OTHER TRUCKS $46.47 $0.00 2 11 Apprentice Trades/Occupations https://fortress.wa.gov/lni/pwiapub/AffidavitPrint.asp?ID=276780 10/28/2010 Affidavit of Wages Paid Page 1 of 2 4.400, ,4109 Prevailing Wage Section Drpartirert,: Department of Labor& MEM 13 Affidavit of Wages Paid Industries I\Ut;51RIL POBox44540 Olympia,WA 98504-4540 Received: Affidavit Id: Status: 06/08/2010 276660 Approved on 06/08/2010 COMPANY Company Information: Brundage Bone Concrete Pumping, Inc. 600 630 026 Search for License History 502,803-00 1055 4th Avenue N Industrial Insurance Kent, WA 98032 Premium Status (253) 859-4444 x259 Payment Type: Electronic Company Signature: Electronic PROJECT Public Agency: RENTON, CITY OF 1055 S GRADY WAY RENTON, WA 98055 Agency Contact Name: ron lochmiller Agency Contact Phone: (425)430-6510 County: KING Multiple Counties?No City: renton Job Site Address/Directions: rainier ave s Project Name: rainier ave s(sr 167) improvements project phase 1-shattuck ave s stormwater Contract Number: cag 09 125 Date Intent Filed: 03/10/2010 Bid Due Date: 07/17/2009 Award Date: 08/03/2009 Job Start Date: 09/01/2009 Date Work Completed: 04/23/2010 Prime Contractor: PIVETTA BROTHERS CONST INC PIVETBC063B9 (253) 862-7890 Did Your Company Hire Subcontractors To Perform All Work? No Did Your Company Hire Any Subcontractors? No $Amount of your contract $1,000.00 (including sales tax): Number of Owners/Operators 0 Who Performed Work: https://fortress.wa.gov/lni/pwiapub/AffidavitPrint.asp?ID=276660 10/28/2010 Affidavit of Wages Paid Page 2 of 2 Did Employees Perform Work on Yes This Project? Does this project utilize American Recovery and Reinvestment Act No (ARRA) funds? More specifically, does this project utilize any weatherization No or energy efficiency upgrade funds(ARRA or otherwise)? Filed by: annie flanagan EMPLOYEES' WAGES Journey Level Trades/Occupations County Trade Occupation Wage Fringe Wor Hou POWER EQUIPMENT CONCRETE PUMP-TRUCK KING OPERATORS MOUNT WITH BOOM $47.42 $0.00 1 4.75 ATTACHMENT KING POWER EQUIPMENT CONCRETE PUMPS $47.00 $0.00 1 3.5 OPERATORS Apprentice Trades/Occupations https://fortress.wa.gov/lni/pwiapub/AffidavitPrint.asp?ID=276660 10/28/2010 Affidavit of Wages Paid Page 1 of 2 ,4409 Prevailing Wage Section Department of Labor& MEM . Affidavit of Wages Paid Industries L\DGiiltILPO Box 44540 Olympia,WA 98504-4540 Received: Affidavit Id: Status: 04/28/2010 274197 Approved on 04/29/2010 COMPANY Company Information: PYRAMID GRINDING LLC PYRAMGL921 JS License History 602 778 944 875,435-01 Industrial Insurance PO BOX 2377 Premium Status RENTON, WA 98056 (425)254-1820 Payment Type: Electronic Company Signature: Electronic PROJECT Public Agency: RENTON, CITY OF 1055 S GRADY WAY RENTON, WA 98055 Agency Contact Name: KELLY CLARK Agency Contact Phone: (425) 791-8354 County: KING Multiple Counties?No City: RENTON Job Site Address/Directions: Project Name: RAINIER AVE S (SR 167) IMPROVEMENTS PROJECT PHASE 1- SHATTUCK AVE S STORMWATER Contract Number: CAG 09 125 Date Intent Filed: 08/26/2009 Bid Due Date: 07/17/2009 Award Date: 08/03/2009 Job Start Date: 04/21/2010 Date Work Completed: 04/21/2010 Prime Contractor: PIVETTA BROTHERS CONST INC PIVETBC063B9 (253) 862-7890 Did Your Company Hire Subcontractors To Perform All Work? No Did Your Company Hire Any Subcontractors? No $Amount of your contract $4,346.72 (including sales tax): Number of Owners/Operators 0 https://fortress.wa.gov/lni/pwiapub/AffidavitPrint.asp?ID=274197 10/28/2010 Affidavit of Wages Paid Page 2 of 2 fir` Who Performed Work: Did Employees Perform Work on Yes This Project? Does this project utilize American Recovery and Reinvestment Act Yes (ARRA) funds? More specifically, does this project utilize any weatherization No or energy efficiency upgrade funds(ARRA or otherwise)? Filed by: Marjorie Stratton EMPLOYEES' WAGES Journey Level Trades/Occupations County Trade Occupation Wage Fringe Wor Ho KING POWER EQUIPMENT ROTO-MILL, ROTO-GRINDER $34.75 $15.15 4 35.5 OPERATORS Apprentice Trades/Occupations https://fortress.wa.gov/lni/pwiapub/AffidavitPrint.asp?ID=274197 10/28/2010 Statement of Intent to Pay Prev"1 ng Wages Page 1 of 2 Prevailing Wage Section x1 C p;1 f k,k C, - u. Department of Labor& "MEM CI Statement of Intent to Pay Industries Prevailing Wage PO Box 44540 I\D L S t.,R I L' _ Olympia,WA 98504-4540 (360) 902-5335 Received: Intent Id: Status: 08/05/2009 249623 Approved on 08/12/2009 COMPANY Company Information: PIVETTA BROTHERS CONST INC PIVETBC063B9 License History 600 522 209 PO BOX 370 Search for Industrial SUMNER, WA 98390 insurance Premium Status (253) 862-7890 Payment Type: Electronic Company Signature: Electronic PROJECT Public Agency: RENTON, CITY OF 1055 S GRADY WAY RENTON, WA 98055 Agency Contact Name: Ron Lochmiller Agency Contact Phone: (425)430-6510 County: KING Multiple Counties? No City: Renton Job Site Address/Directions: Rainier Ave& Shattuck Ave S Project Name: Rainier Ave S (SR 167) Improvements Project Phase 1 - Shattuck AVe S Stormwater Contract Number: CAG 09 125 Bid Due Date: 07/17/2009 Award Date: 08/03/2009 Expected Job Start Date: 09/01/2009 Prime Contractor: PIVETTA BROTHERS CONST INC PIVETBC063B9 (253) 862-7890 Does Your Company Intend To Hire Subcontractors To Perform All Work? No Does Your Company Intend To Hire Any Subcontractors? Yes Apprentices? No $Amount of your contract $1,450,608.98 Time and Materials No (including sales tax): Number of Owners/Operators Performing Work on the Project 0 that Own 30%or More of the Company. https://fortress.wa.gov/lni/pwiapub/IntentPrint.asp?ID=249623 10/28/2010 Statement of Intent to Pay Preva;'ing Wages Page 2 of 2 Will your company have employees perform work on this Yes project? Does this project utilize American Recovery and Reinvestment Act (ARRA) funds? More specifically, does this project utilize any weatherization or energy efficiency upgrade funds(ARRA or otherwise)? Filed by: Candy Riordan EMPLOYEES' WAGES Journey Level Trades/Occupations County Trade Occupation Wage Fringe Workers KING FLAGGERS JOURNEY LEVEL $33.99 $0.00 2 LABORERS- KING UNDERGROUND GENERAL LABORER $40.09 $0.00 1 SEWER &WATER LABORERS - KING UNDERGROUND PIPE LAYER $40.83 $0.00 1 SEWER &WATER POWER EQUIPMENT BACKHOE, EXCAVATOR, KING OPERATORS SHOVEL, TRACTORS: 15 TO $49.90 $0.00 3 30 METRIC TONS https://fortress.wa.gov/lni/pwiapub/IntentPrint.asp?ID=249623 10/28/2010 Statement of Intent to Pay Preva";ng Wages Page 1 of 2 w Prevailing Wage Section ii p ilia� e o ,� � ; Department of Labor& Statement of Intent to Pay Industries I\IJ151RIL 44.ittat PO Box 44540 Prevailing Wage Olympia,WA 98504-4540 (360) 902-5335 Received: Intent Id: Status: 08/28/2009 253921 Approved on 09/08/2009 COMPANY Company Information: APPLY A LINE INC APPLYI*161 RU License History 600 553 941 879,987-00 Industrial Insurance 175 ROY ROAD SW Premium Status BLDG C PACIFIC, WA 98047 (253) 299-1200 Payment Type: Electronic Company Signature: Electronic PROJECT Public Agency: RENTON, CITY OF 1055 S GRADY WAY RENTON, WA 98055 Agency Contact Name: N/A Agency Contact Phone: County: KING Multiple Counties? No City: Renton Job Site Address/Directions: Rainier Ave S-Shattuck Ave S Project Name: Rainier Ave S (SR 167) Imp Project Phase 1-Shattuck Ave S Stormwater Contract Number: #CAG 09 125 Bid Due Date: 07/17/2009 Award Date: 08/03/2009 Expected Job Start Date: 09/30/2009 Prime Contractor: PIVETTA BROTHERS CONST INC PIVETBC063B9 (253) 862-7890 Does Your Company Intend To Hire Subcontractors To Perform All Work? No Does Your Company Intend To Hire Any Subcontractors? No Apprentices? Yes $Amount of your contract $3,752.00 Time and Materials No (including sales tax): Number of Owners/Operators Performing Work on the Project 0 that Own 30%or More of the https://fortress.wa.gov/lni/pwiapub/IntentPrint.asp?ID=253921 10/28/2010 Statement of Intent to Pay Prevailing Wages Page 2 of 2 NNW *OW Company. Will your company have employees perform work on this Yes project? Does this project utilize American Recovery and Reinvestment Act (ARRA) funds? More specifically, does this project utilize any weatherization or energy efficiency upgrade funds(ARRA or otherwise)? Filed by: ROCHELLE L FLINCHBAUGH EMPLOYEES' WAGES Journey Level Trades/Occupations County Trade Occupation Wage Fringe # Workers KING TRAFFIC CONTROL JOURNEY LEVEL $30.40 $11.50 1 STRIPERS KING TRAFFIC CONTROL JOURNEY LEVEL $27.40 $11.50 1 STRIPERS https://fortress.wa.gov/lni/pwiapub/IntentPrint.asp?ID=253921 10/28/2010 Statement of Intent to Pay Preva;"ng Wages Page 1 of 2 Prevailing Wage Section Di c;10:t;R;c nDepartment of Labor& MI J .'` Statement of Intent to Pay Industries Prevailing Wage PO Box 44540 f M I)�` 1"R f Olympia,WA 98504-4540 (360)902-5335 Received: Intent Id: Status: 09/25/2009 258401 Approved on 10/09/2009 COMPANY Company Information: AMERICAN PRIDE CORP. DBA FORTNER TRUCKING 602 643 008 Search for License History 121,063-00 718 Griffin Ave., #83 Industrial Insurance Enumclaw, WA 98022 Premium Status (360) 802-1212 Payment Type: Electronic Company Signature: Electronic PROJECT Public Agency: RENTON, CITY OF 1055 S GRADY WAY RENTON, WA 98055 Agency Contact Name: Agency Contact Phone: County: KING Multiple Counties? No City: RENTON Job Site Address/Directions: RAINIER AVE S./SHATTUCK AVE. S. Project Name: Rainier Ave. S. Improvements Project 1 -Shattuck Ave. S. Stormwater Contract Number: CAG 09 125 Bid Due Date: 07/17/2009 Award Date: 08/03/2009 Expected Job Start Date: 09/25/2009 Prime Contractor: PIVETTA BROTHERS CONST INC PIVETBC063B9 (253) 862-7890 Does Your Company Intend To Hire Subcontractors To Perform All Work? No Does Your Company Intend To Hire Any Subcontractors? No Apprentices? No $Amount of your contract $0.00 Time and Materials Yes (including sales tax): Number of Owners/Operators Performing Work on the Project 0 that Own 30%or More of the Company. https://fortress.wa.gov/lni/pwiapub/IntentPrint.asp?ID=258401 10/28/2010 Statement of Intent to Pay Preva;ling Wages Page 2 of 2 NeeWill your company have employees perform work on this Yes project? Does this project utilize American Recovery and Reinvestment Act (ARRA) funds? More specifically, does this project utilize any weatherization or energy efficiency upgrade funds(ARRA or otherwise)? Filed by: NANCY HUKEE EMPLOYEES' WAGES Journey Level Trades/Occupations County Trade Occupation Wage Fringe # Workers KING TRUCK DRIVERS DUMP TRUCK $43.45 $0.00 1 KING TRUCK DRIVERS DUMP TRUCK&TRAILER $44.25 $0.00 1 https://fortress.wa.gov/lni/pwiapub/IntentPrint.asp?ID=258401 10/28/2010 Statement of Intent to Pay Preva';ng Wages Page 1 of 2 Nave Prevailing Wage Section <.r „ Department of Labor& Statement of Intent to Pay Industries BIZ= _� Prevailing Wage PO Box 44540 I\1)L S i RIES Olympia,WA 98504-4540 (360)902-5335 Received: Intent Id: Status: 08/13/2009 251071 Approved on 08/22/2009 COMPANY Company Information: EVERGREEN CONCRETE CUTTING INC EVERGCC945CP License History 601 605 667 889,844-00 Industrial Insurance 767 VALENTNE AVE SE Premium Status PACIFIC, WA 98047 (253) 826-7644 Payment Type: Electronic Company Signature: Electronic PROJECT Public Agency: RENTON, CITY OF 1055 S GRADY WAY RENTON, WA 98055 Agency Contact Name: Agency Contact Phone: County: KING Multiple Counties? No City: Renton Job Site Address/Directions: Pivetta Job#09-212 Project Name: Rainier Ave S (SR 167) Improvements Project Phase 1-Shattuck Ave S Stormwater Contract Number: CAG 09 125 Bid Due Date: 07/17/2009 Award Date: 08/03/2009 Expected Job Start Date: 08/17/2009 Prime Contractor: PIVETTA BROTHERS CONST INC PIVETBC063B9 (253) 862-7890 Does Your Company Intend To Hire Subcontractors To Perform All Work? No Does Your Company Intend To Hire Any Subcontractors? No Apprentices? No $Amount of your contract $0.00 Time and Materials Yes (including sales tax): Number of Owners/Operators Performing Work on the Project 0 that Own 30%or More of the https://fortress.wa.gov/lni/pwiapub/IntentPrint.asp?ID=251071 10/28/2010 Statement of Intent to Pay Prevail Mg Wages Page 2 of 2 '.4019 low Company. Will your company have employees perform work on this Yes project? Does this project utilize American Recovery and Reinvestment Act (ARRA) funds? More specifically, does this project utilize any weatherization or energy efficiency upgrade funds(ARRA or otherwise)? Filed by: MATTHEW J TAYLOR EMPLOYEES' WAGES Journey Level Trades/Occupations County Trade Occupation Wage Fringe # Workers KING LABORERS CONCRETE SAW $31.70 $9.07 1 OPERATOR https://fortress.wa.gov/lni/pwiapub/IntentPrint.asp?ID=251071 10/28/2010 Statement of Intent to Pay Preva;ting Wages Page 1 of 2 +r.rNov Prevailing Wage Section c h,r,,r C r,: ,f Department of Labor 8, ECM 't. . Statement of Intent to Pay Industries Prevailing Wage PO Box 44540 t\U L 51"R I L S Olympia,WA 98504-4540 (360) 902-5335 Received: Intent Id: Status: 09/28/2009 258723 Approved on 10/09/2009 COMPANY Company Information: NORTHWEST ASPHALT INC NORTHAI066MF License History 601 556 048 875,435-00 Industrial Insurance PO BOX 2260 Premium Status RENTON, WA 980560260 (425) 254-1820 Payment Type: Electronic Company Signature: Electronic PROJECT Public Agency: RENTON, CITY OF 1055 S GRADY WAY RENTON, WA 98055 Agency Contact Name: Agency Contact Phone: County: KING Multiple Counties?No City: RENTON Job Site Address/Directions: Project Name: RAINIER AVE S (SR 167) IMPROVEMENTS PHASE 1 SHATTUCK AVE STORMWATER Contract Number: CAG 09 125 Bid Due Date: 07/17/2009 Award Date: 08/03/2009 Expected Job Start Date: 09/28/2009 Prime Contractor: PIVETTA BROTHERS CONST INC PIVETBC063B9 (253) 862-7890 Does Your Company Intend To Hire Subcontractors To Perform All Work? No Does Your Company Intend To Hire Any Subcontractors? No Apprentices? No $Amount of your contract $0.00 Time and Materials Yes (including sales tax): Number of Owners/Operators Performing Work on the Project 0 that Own 30%or More of the https://fortress.wa.gov/lni/pwiapub/IntentPrint.asp?ID=258723 10/28/2010 Statement of Intent to Pay Prevailing Wages Page 2 of 2 44410, Napo Company. Will your company have employees perform work on this Yes project? Does this project utilize American Recovery and Reinvestment Act (ARRA)funds? More specifically, does this project utilize any weatherization or energy efficiency upgrade funds(ARRA or otherwise)? Filed by: Marjorie M Stratton EMPLOYEES' WA GES Journey Level Trades/Occupations County Trade Occupation Wage Fringe # Workers KING LABORERS ASPHALT RAKER $32.21 $9.07 2 POWER EQUIPMENT BACKHOE, EXCAVATOR, KING OPERATORS SHOVEL, TRACTORS: 15 TO $47.42 $0.00 2 30 METRIC TONS KING POWER EQUIPMENT ROLLERS, PLANTMIX OR $47.00 $0.00 2 OPERATORS MULTILIFT MATERIALS KING POWER EQUIPMENT SCREED MAN $47.91 $0.00 2 OPERATORS KING TRUCK DRIVERS ASPHALT MIX(TO 16 $43.45 $0.00 2 YARDS) KING TRUCK DRIVERS ASPHALT MIX(OVER 16 $44.25 $0.00 2 YARDS) https://fortress.wa.gov/lni/pwiapub/IntentPrint.asp?ID=258723 10/28/2010 Statement of Intent to Pay Preva"ing Wages Page 1 of 2 iwore -*No Prevailing Wage Section r rr.; „tcS:VYDepartment of Labor& Statement of Intent to Pay Industries MOM ift Prevailing Wage PO Box 44540 INDUS1R11.5 Olympia,WA 98504-4540 (360)902-5335 Received: Intent Id: Status: 09/14/2009 256408 Approved on 10/06/2009 COMPANY Company Information: OUT WEST LNDSCP & IRRIGTN INC OUTWELI099DH License History 601 297 628 PO BOX 1805 Search for Industrial WOODINVILLE, WA 98072 Insurance Premium Status (360) 863-2797 Payment Type: Electronic Company Signature: Electronic PROJECT Public Agency: RENTON, CITY OF 1055 S GRADY WAY RENTON, WA 98055 Agency Contact Name: Agency Contact Phone: County: KING Multiple Counties?No City: Renton Job Site Address/Directions: Project Name: Rainier Ave S (SR167) Improvements Project Phasel -Shattuck Ave S Stormwater Contract Number: CAG 09 125 Bid Due Date: 07/17/2009 Award Date: 08/03/2009 Expected Job Start Date: 10/01/2009 Prime Contractor: PIVETTA BROTHERS CONST INC PIVETBC063B9 (253) 862-7890 Does Your Company Intend To Hire Subcontractors To Perform All Work? No Does Your Company Intend To Hire Any Subcontractors? No Apprentices? No $Amount of your contract $25,628.00 Time and Materials No (including sales tax): Number of Owners/Operators Performing Work on the Project 0 that Own 30%or More of the Company. https://fortress.wa.gov/lni/pwiapub/IntentPrint.asp?ID=256408 10/28/2010 Statement of Intent to Pay Prevaning Wages Page 2 of 2 Will your company have employees perform work on this Yes project? Does this project utilize American Recovery and Reinvestment Act (ARRA) funds? More specifically, does this project utilize any weatherization or energy efficiency upgrade funds(ARRA or otherwise)? Filed by: Kimberly A Beckmn EMPLOYEES' WAGES Journey Level Trades/Occupations County Trade Occupation Wage Fringe # Workers KING LANDSCAPE LANDSCAPING OR $17.87 $0.00 3 CONSTRUCTION PLANTING LABORERS https://fortress.wa.gov/lni/pwiapub/IntentPrint.asp?ID=256408 10/28/2010 Statement of Intent to Pay Preva;ting Wages Page 1 of 2 841•0, 4we Prevailing Wage Section 11' &tot - Department of Labor& aPt, Statement of Intent to Pay Industries Wal Prevailing Wage PO Box 44540 I N U tSi R I L. 144W. Olympia,WA 98504-4540 (360)902-5335 Received: Intent Id: Status: 08/17/2009 251659 Approved on 08/27/2009 COMPANY Company Information: SIGNAL ELECTRIC INC SIGNAEI325K8 License History 173 005 578 PO BOX 6209 Search for Industrial KENT, WA 980646209 Insurance Premium Status (253) 872-7177 Payment Type: Electronic Company Signature: Electronic PROJECT Public Agency: RENTON, CITY OF 1055 S GRADY WAY RENTON, WA 98055 Agency Contact Name: Agency Contact Phone: County: KING Multiple Counties?No City: Renton Job Site Address/Directions: Project Name: Rainier Ave S ( SR169 ) Improvements Project, Phase 1: Shattuck Ave S Stormwater Contract Number: CAG 09 125 Bid Due Date: 07/17/2009 Award Date: 08/03/2009 Expected Job Start Date: 08/31/2009 Prime Contractor: PIVETTA BROTHERS CONST INC PIVETBC063B9 (253) 862-7890 Does Your Company Intend To Hire Subcontractors To Perform All Work? No Does Your Company Intend To Hire Any Subcontractors? No Apprentices? No $Amount of your contract $141,500.00 Time and Materials No (including sales tax): Number of Owners/Operators Performing Work on the Project 0 that Own 30%or More of the Company. https://fortress.wa.gov/lni/pwiapub/IntentPrint.asp?ID=251659 10/28/2010 Statement of Intent to Pay Prevailing Wages Page 2 of 2 Will your company have employees perform work on this Yes project? Does this project utilize American Recovery and Reinvestment Act (ARRA)funds? More specifically, does this project utilize any weatherization or energy efficiency upgrade funds(ARRA or otherwise)? Filed by: Geral P Vosberg EMPLOYEES' WAGES Journey Level Trades/Occupations County Trade Occupation Wage Fringe # Workers KING ELECTRICIANS - CABLE SPLICER $43.82 $14.52 1 INSIDE KING ELECTRICIANS - JOURNEY LEVEL $39.84 $14.41 1 INSIDE KING ELECTRONIC ELECTRONIC TECHNICIANS $23.30 $7.85 1 TECHNICIANS JOURNEY LEVEL KING POWER EQUIPMENT TRACTORS, (75 HP & $33.05 $13.95 1 OPERATORS UNDER ) KING LABORERS CONCRETE SAW $30.37 $8.46 1 OPERATOR KING LABORERS DITCH DIGGER $29.66 $8.46 2 https://fortress.wa.gov/lni/pwiapub/IntentPrint.asp?ID=251659 10/28/2010 Statement of Intent to Pay Prevailing Wages Page 1 of 2 rrY Prevailing Wage Section Dr ,,,„cLnc ,,' Department of Labor& E Statement of Intent to Pay Industries Prevailing Wage PO Box 44540 I�to S 1 R i S •. Olympia,WA 98504-4540 (360) 902-5335 Received: Intent Id: Status: 08/26/2009 253313 Approved on 09/05/2009 COMPANY Company Information: Signature Surveying & Mapping, PLLC 602 742 354 Search for License History 15541 26th Ave. NE Search for Industrial Shoreline, WA 98155 Insurance Premium Status (206) 947-4975 Payment Type: Electronic Company Signature: Electronic PROJECT Public Agency: RENTON, CITY OF 1055 S GRADY WAY RENTON, WA 98055 Agency Contact Name: Agency Contact Phone: County: KING Multiple Counties? No City: Renton Job Site Address/Directions: Rainier Ave S/Shattuck Ave S Project Name: Rainier Ave S (SR 167) Improvements Project Phase 1 -Shattuck Ave S Stormwater Contract Number: CAG 09 125 Bid Due Date: 07/17/2009 Award Date: 08/03/2009 Expected Job Start Date: 09/02/2009 Prime Contractor: PIVETTA BROTHERS CONST INC PIVETBC063B9 (253) 862-7890 Does Your Company Intend To Hire Subcontractors To Perform All Work? No Does Your Company Intend To Hire Any Subcontractors? No Apprentices? No $Amount of your contract $8,579.00 Time and Materials No (including sales tax): Number of Owners/Operators Performing Work on the Project 2 that Own 30%or More of the Company. https://fortress.wa.gov/lni/pwiapub/IntentPrint.asp?ID=253313 10/28/2010 Statement of Intent to Pay Prevailing Wages Page 2 of 2 Niume Nee Will your company have employees perform work on this No project? Does this project utilize American Recovery and Reinvestment Act (ARRA)funds? More specifically, does this project utilize any weatherization or energy efficiency upgrade funds(ARRA or otherwise)? Filed by: Pamala Sager EMPLOYEES' WAGES Journey Level Trades/Occupations https://fortress.wa.gov/lni/pwiapub/IntentPrint.asp?ID=253313 10/28/2010 Statement of Intent to Pay Prevailing Wages Page 1 of 2 Prevailing Wage Section Dcpoll1Th Department of Labor& � "' Y" Statement of Intent to Pay Industries Prevailing Wage PO Box 44540 Olympia,WA 98504-4540 (360) 902-5335 Received: Intent Id: Status: 09/23/2009 257872 Approved on 10/02/2009 COMPANY Company Information: WILSON CONCRETE CONST INC WILSOCC991 R8 License History 602 168 956 024,692-00 Industrial Insurance PO BOX 275 premium Status ENUMCLAW, WA 98022 (253) 863-8888 Payment Type: Electronic Company Signature: Electronic PROJECT Public Agency: RENTON, CITY OF 1055 S GRADY WAY RENTON, WA 98055 Agency Contact Name: Agency Contact Phone: County: KING Multiple Counties? No City: RENTON Job Site Address/Directions: Project Name: RAINIER AVE S (SR 167) IMPROVEMENTS PROJECT PHASE 1 - SHATTUCK AVE S STORMWATER Contract Number: CAG 09 125 Bid Due Date: 07/17/2009 Award Date: 08/03/2009 Expected Job Start Date: 10/01/2009 Prime Contractor: PIVETTA BROTHERS CONST INC PIVETBC063B9 (253) 862-7890 Does Your Company Intend To Hire Subcontractors To Perform All Work? No Does Your Company Intend To Hire Any Subcontractors? No Apprentices? No $Amount of your contract $56,879.08 Time and Materials No (including sales tax): Number of Owners/Operators Performing Work on the Project 0 that Own 30%or More of the https://fortress.wa.gov/lni/pwiapub/IntentPrint.asp?ID=257872 10/28/2010 Statement of Intent to Pay Prevailing Wages Page 2 of 2 Nov 'ver Company. Will your company have employees perform work on this Yes project? Does this project utilize American Recovery and Reinvestment Act (ARRA)funds? More specifically, does this project utilize any weatherization or energy efficiency upgrade funds(ARRA or otherwise)? Filed by: Cynthia Wison EMPLOYEES' WAGES Journey Level Trades/Occupations County Trade Occupation Wage Fringe Workers KING CEMENT MASONS JOURNEY LEVEL $38.75 $13.40 1 KING CEMENT MASONS JOURNEY LEVEL $35.75 $13.40 5 KING CEMENT MASONS JOURNEY LEVEL $42.08 $9.07 1 KING CEMENT MASONS JOURNEY LEVEL $40.08 $9.07 5 KING LABORERS CEMENT FINISHER $42.08 $9.07 5 TENDER https://fortress.wa.gov/lni/pwiapub/IntentPrint.asp?ID=257872 10/28/2010 Statement of Intent to Pay Prevailing Wages Page 1 of 2 ',1010 Nue Prevailing Wage Section Dr,,f„t;cot t,_ Department of Labor& " •` Statement of Intent to Pay Industries Prevailing Wage PO Box 44540 I\L)t S I R I L c Olympia,WA 98504-4540 (360)902-5335 Received: Intent Id: Status: 10/15/2009 261675 Approved on 10/23/2009 COMPANY Company Information: NORTH CREEK ENVIRONMENTAL LLC NORTHCE910M7 License History 602 904 780 922,907-01 Industrial Insurance P,O.BOX 597 Premium Status DUVALL, WA 98019 (425) 788-5871 Payment Type: Electronic Company Signature: Electronic PROJECT Public Agency: RENTON, CITY OF 1055 S GRADY WAY RENTON, WA 98055 Agency Contact Name: Agency Contact Phone: County: KING Multiple Counties? No City: Renton Job Site Address/Directions: Rainier Ave S, SR 167, Shattuck AVe S Project Name: Rainier Ave S (SR 167) Improvements Project Phase 1 - Shattuck Ave S Stormwater Contract Number: CAG 09 125 Bid Due Date: 07/17/2009 Award Date: 08/03/2009 Expected Job Start Date: 10/19/2009 Prime Contractor: PIVETTA BROTHERS CONST INC PIVETBC063B9 (253) 862-7890 Does Your Company Intend To Hire Subcontractors To Perform All Work? No Does Your Company Intend To Hire Any Subcontractors? No Apprentices? No $Amount of your contract $4,250.00 Time and Materials No (including sales tax): Number of Owners/Operators Performing Work on the Project 0 that Own 30%or More of the https://fortress.wa.gov/lni/pwiapub/IntentPrint.asp?ID=261675 10/28/2010 Statement of Intent to Pay Prevailing Wages Page 2 of 2 %w Company. Will your company have employees perform work on this Yes project? Does this project utilize American Recovery and Reinvestment Act (ARRA) funds? More specifically, does this project utilize any weatherization or energy efficiency upgrade funds(ARRA or otherwise)? Filed by: Michelle Vanhulle EMPLOYEES' WAGES Journey Level Trades/Occupations County Trade Occupation Wage Fringe # Workers POWER EQUIPMENT BACKHOE, EXCAVATOR, KING OPERATORS SHOVEL, TRACTORS: 15 TO $34.75 $15.15 1 30 METRIC TONS KING LABORERS GENERAL LABORER $38.12 $0.00 1 https://fortress.wa.gov/lni/pwiapub/IntentPrint.asp?ID=261675 10/28/2010 Statement of Intent to Pay Prevailing Wages Page 1 of 2 *ww. Prevailing Wage Section Dodt,;t,tr; ,H Department of Labor& Statement of Intent to Pay Industries I it,.1r \0 1. 1° I Prevailing Wage PO Box 44540 1 ` Olympia,WA 98504-4540 (360)902-5335 Received: Intent Id: Status: 10/30/2009 263965 Approved on 11/18/2009 COMPANY Company Information: J K A ENTERPRISES INC JKENTI*945QC License History 601 776 193 805,695-01 Industrial Insurance 21703 195TH AVE SE Premium Status MONROE, WA 98272 (360) 794-7300 Payment Type: Electronic Company Signature: Electronic PROJECT Public Agency: RENTON, CITY OF 1055 S GRADY WAY RENTON, WA 98055 Agency Contact Name: Agency Contact Phone: County: KING Multiple Counties? No City: Renton Job Site Address/Directions: S 7TH ST& SHATTUCK AVE S Project Name: RAINIER AVE S IMPROVEMENTS PROJECT PHASE 1 -SHATTUCK AVE S STORMWATER Contract Number: CAG 09 125 Bid Due Date: 07/17/2009 Award Date: 08/03/2009 Expected Job Start Date: 11/02/2009 Prime Contractor: PIVETTA BROTHERS CONST INC PIVETBC063B9 (253) 862-7890 Does Your Company Intend To Hire Subcontractors To Perform All Work? No Does Your Company Intend To Hire Any Subcontractors? No Apprentices? No $Amount of your contract $0.00 Time and Materials Yes (including sales tax): Number of Owners/Operators Performing Work on the Project 0 that Own 30%or More of the https://fortress.wa.gov/lni/pwiapub/IntentPrint.asp?ID=263965 10/28/2010 Statement of Intent to Pay Preva;14ng Wages Page 2 of 2 *we Noe Company. Will your company have employees perform work on this Yes project? Does this project utilize American Recovery and Reinvestment Act (ARRA)funds? More specifically, does this project utilize any weatherization or energy efficiency upgrade funds(ARRA or otherwise)? Filed by: Laura McCrillis EMPLOYEES' WAGES Journey Level Trades/Occupations County Trade Occupation Wage Fringe Workers WELL DRILLERS & KING IRRIGATION PUMP WELL DRILLER $18.00 $0.00 2 INSTALLERS https://fortress.wa.gov/lni/pwiapub/IntentPrint.asp?ID=263965 10/28/2010 Statement of Intent to Pay Preva;ping Wages Page 1 of 2 Prevailing Wage Section DCn;,r,,C,;cnt „i - Department of Labor& MUMStatement of Intent to Pay Industries Prevailing Wage PO Box 44540 l.,f t�C 51'EEI f Olympia,WA 98504-4540 (360) 902-5335 Received: Intent Id: Status: 02/10/2010 272641 Approved on 02/11/2010 COMPANY Company Information: K& S MCCANN TRUCKING LLC KSMCCSM956KW License History 602 329 708 965,818-01 Industrial Insurance 661 AIRPORT ROAD Premium Status CLE ELUM, WA 98922 (509)674-3779 Payment Type: Electronic Company Signature: Electronic PROJECT Public Agency: RENTON, CITY OF 1055 S GRADY WAY RENTON, WA 98055 Agency Contact Name: Rob Lochmiller Agency Contact Phone: (425)430-7303 County: KING Multiple Counties? No City: Renton Job Site Address/Directions: Rainer Ave S (SR 167) Project Name: Rainer Ave S (SR 167) Improvements Project Phase 1-Shattuck Ave S Stormwater Contract Number: CAG 09 125 Bid Due Date: 07/17/2009 Award Date: 08/03/2009 Expected Job Start Date: 01/12/2010 Prime Contractor: PIVETTA BROTHERS CONST INC PIVETBC063B9 (253) 862-7890 Does Your Company Intend To Hire Subcontractors To Perform All Work? No Does Your Company Intend To Hire Any Subcontractors? No Apprentices? No $Amount of your contract $0.00 Time and Materials Yes (including sales tax): Number of Owners/Operators Performing Work on the Project 1 that Own 30%or More of the https://fortress.wa.gov/lni/pwiapub/IntentPrint.asp?ID=272641 10/28/2010 Statement of Intent to Pay Prevaning Wages Page 2 of 2 *saw *pie Company. Will your company have employees perform work on this No project? Does this project utilize American Recovery and Reinvestment Act (ARRA) funds? Yes More specifically, does this project utilize any weatherization or energy efficiency upgrade funds(ARRA or otherwise)? No Filed by: Karleen Brown EMPLOYEES' WAGES Journey Level Trades/Occupations https://fortress.wa.gov/lni/pwiapub/IntentPrint.asp?ID=272641 10/28/2010 Statement of Intent to Pay Preva;ling Wages Page 1 of 2 Prevailing Wage Section Department of Labor& t� i� �. Statement of Intent to Pay Industries .j Prevailing Wage PO Box 44540 tt R' IRI Olympia,WA 98504-4540 (360)902-5335 Received: Intent Id: Status: 02/05/2010 273290 Approved on 02/05/2010 COMPANY Company Information: CASCADE CHANNEL &GROUTING CASCACG944LO License History 601 426 821 038,985-02 Industrial Insurance 15002 90TH ST E Premium Status PUYALLUP, WA 98372 (206) 595-4572 Payment Type: Electronic Company Signature: Electronic PROJECT Public Agency: RENTON, CITY OF 1055 S GRADY WAY RENTON, WA 98055 Agency Contact Name: Renton Agency Contact Phone: (253) 862-7890 County: KING Multiple Counties? No City: Renton Job Site Address/Directions: Project Name: Rainier Ave S (SR 167) Improvements Project Phase 1 - Shattuck Ave S Stormwater Contract Number: CAG 09 125 Bid Due Date: 07/17/2009 Award Date: 08/03/2009 Expected Job Start Date: 01/30/2010 Prime Contractor: PIVETTA BROTHERS CONST INC PIVETBC063B9 (253) 862-7890 Does Your Company Intend To Hire Subcontractors To Perform All Work? No Does Your Company Intend To Hire Any Subcontractors? No Apprentices? No $Amount of your contract $0.00 Time and Materials Yes (including sales tax): Number of Owners/Operators Performing Work on the Project 1 that Own 30%or More of the https://fortress.wa.gov/lni/pwiapub/IntentPrint.asp?ID=273290 10/28/2010 Statement of Intent to Pay Prevailing Wages Page 2 of 2 Company. Will your company have employees perform work on this Yes project? Does this project utilize American Recovery and Reinvestment Act (ARRA)funds? No More specifically, does this project utilize any weatherization or energy efficiency upgrade funds(ARRA or otherwise)? No Filed by: Kenneth Mann EMPLOYEES' WAGES Journey Level Trades/Occupations County Trade Occupation Wage Fringe # Workers KING LABORERS GENERAL LABORER $30.96 $9.07 2 https://fortress.wa.gov/lni/pwiapub/IntentPrint.asp?ID=273290 10/28/2010 Statement of Intent to Pay Preva;1 ng Wages Page 1 of 2 Now Nese Prevailing Wage Section D r ;,r t, r n: Department of Labor& Statement of Intent to Pay Industries MEM r EM Prevailing Wage PO Box 44540 I\D t.5'I R I E Olympia,WA 98504-4540 (360)902-5335 Received: Intent Id: Status: 03/30/2010 282972 Approved on 03/30/2010 COMPANY Company Information: DRAIN-PRO INC DRAINI*935NC License History 602 740 534 094,534-03 Industrial Insurance PO BOX 11168 Premium Status TACOMA, WA 98411 (253) 926-5586 Payment Type: Electronic Company Signature: Electronic PROJECT Public Agency: RENTON, CITY OF 1055 S GRADY WAY RENTON, WA 98055 Agency Contact Name: Rob Lochmiller Agency Contact Phone: (425)430-7303 County: KING Multiple Counties?No City: Renton Job Site Address/Directions: S 7th St& Shattuck Ave S Project Name: Rainer Ave S (SR 167) Improvements Projects Phase 1 Shattuck Ave S Contract Number: CAG 09 125 Bid Due Date: 07/17/2009 Award Date: 08/03/2009 Expected Job Start Date: 03/01/2010 Prime Contractor: PIVETTA BROTHERS CONST INC PIVETBC063B9 (253) 862-7890 Does Your Company Intend To Hire Subcontractors To Perform All Work? No Does Your Company Intend To Hire Any Subcontractors? No Apprentices? No $Amount of your contract $0.00 Time and Materials Yes (including sales tax): Number of Owners/Operators Performing Work on the Project 0 that Own 30%or More of the Company. https://fortress.wa.gov/lni/pwiapub/IntentPrint.asp?ID=282972 10/28/2010 Statement of Intent to Pay Preva;ling Wages Page 2 of 2 Will your company have employees perform work on this Yes project? Does this project utilize American Recovery and Reinvestment Act (ARRA) funds? Yes More specifically, does this project utilize any weatherization or energy efficiency upgrade funds(ARRA or otherwise)? Yes Filed by: Richard Dickson EMPLOYEES' WAGES Journey Level Trades/Occupations County Trade Occupation Wage Fringe # Workers INSPECTION/CLEANIN KING OF SEWER &WATER TECHNICIAN $19.33 $0.00 1 SYSTEMS BY REMOTE CONTROL INSPECTION/CLEANIN KING OF SEWER &WATER TV TRUCK OPERATOR $20.45 $0.00 1 SYSTEMS BY REMOTE CONTROL KING LABORERS GENERAL LABORER $40.03 $0.00 1 KING TRUCK DRIVERS OTHER TRUCKS $46.47 $0.00 1 https://fortress.wa.gov/lni/pwiapub/IntentPrint.asp?ID=282972 10/28/2010 Statement of Intent to Pay Preva';ng Wages Page 1 of 2 Now ,tive Prevailing Wage Section (1),,t;, <<,t „ Department of Labor& Statement of Intent to Pay Industries MEM Prevailing Wage PO Box 44540 It 1"x 1 ? �` Olympia,WA 98504-4540 (360) 902-5335 Received: Intent Id: Status: 03/10/2010 280167 Approved on 03/11/2010 COMPANY Company Information: Brundage Bone Concrete Pumping, Inc. 600 630 026 Search for License History 502,803-00 1055 4th Avenue N Industrial Insurance Kent, WA 98032 Premium Status (253) 859-4444 x259 Payment Type: Electronic Company Signature: Electronic PROJECT Public Agency: RENTON, CITY OF 1055 S GRADY WAY RENTON, WA 98055 Agency Contact Name: ron lochmiller Agency Contact Phone: (425)430-6510 County: KING Multiple Counties? No City: renton Job Site Address/Directions: rainier ave s Project Name: rainier ave s(Sr 167) improvements project phase 1-shattuck ave s stormwater Contract Number: cag 09 125 Bid Due Date: 07/17/2009 Award Date: 08/03/2009 Expected Job Start Date: 09/01/2010 Prime Contractor: PIVETTA BROTHERS CONST INC PIVETBC063B9 (253) 862-7890 Does Your Company Intend To Hire Subcontractors To Perform All Work? No Does Your Company Intend To Hire Any Subcontractors? No Apprentices? No $Amount of your contract $1,000.00 Time and Materials No (including sales tax): Number of Owners/Operators Performing Work on the Project 0 that Own 30%or More of the Company. https://fortress.wa.goy/lni/pwiapub/IntentPrint.asp?ID=280167 10/28/2010 Statement of Intent to Pay PrevPing Wages Page 2 of 2 Now 41re Will your company have employees perform work on this Yes project? Does this project utilize American Recovery and Reinvestment Act (ARRA) funds? No More specifically, does this project utilize any weatherization or energy efficiency upgrade funds(ARRA or otherwise)? No Filed by: annie flanagan EMPLOYEES' WAGES Journey Level Trades/Occupations County Trade Occupation Wage Fringe Workers POWER EQUIPMENT CONCRETE PUMP-TRUCK KING OPERATORS MOUNT WITH BOOM $47.42 $0.00 5 ATTACHMENT KING POWER EQUIPMENT CONCRETE PUMPS $47.00 $0.00 1 OPERATORS KING POWER EQUIPMENT CONVEYORS $47.00 $0.00 1 OPERATORS https://fortress.wa.gov/lni/pwiapub/IntentPrint.asp?ID=280167 10/28/2010 Statement of Intent to Pay Preva;'ing Wages Page 1 of 2 *toe vire Prevailing Wage Section D c ,;r t It c n a I, Department of Labor& 'w , " ' Statement of Intent to Pay Industries Prevailing Wage PO Box 44540 i [)R 5 T K I E Olympia,WA 98504-4540 (360)902-5335 Received: Intent Id: Status: 08/26/2009 253429 Approved on 09/05/2009 COMPANY Company Information: PYRAMID GRINDING LLC PYRAMGL921JS License History 602 778 944 875,435-01 Industrial Insurance PO BOX 2377 Premium Status RENTON, WA 98056 (425)254-1820 Payment Type: Electronic Company Signature: Electronic PROJECT Public Agency: RENTON, CITY OF 1055 S GRADY WAY RENTON, WA 98055 Agency Contact Name: Agency Contact Phone: County: KING Multiple Counties?No City: RENTON Job Site Address/Directions: Project Name: RAINIER AVE S (SR 167) IMPROVEMENTS PROJECT PHASE 1- SHATTUCK AVE S STORMWATER Contract Number: CAG 09 125 Bid Due Date: 07/17/2009 Award Date: 08/03/2009 Expected Job Start Date: 08/26/2009 Prime Contractor: PIVETTA BROTHERS CONST INC PIVETBC063B9 (253) 862-7890 Does Your Company Intend To Hire Subcontractors To Perform All Work? No Does Your Company Intend To Hire Any Subcontractors? No Apprentices? No $Amount of your contract $0.00 Time and Materials Yes (including sales tax): Number of Owners/Operators Performing Work on the Project 0 that Own 30%or More of the https://fortress.wa.gov/lni/pwiapub/IntentPrint.asp?ID=253429 10/28/2010 Statement of Intent to Pay Preva;ling Wages Page 2 of 2 Company. Will your company have employees perform work on this Yes project? Does this project utilize American Recovery and Reinvestment Act (ARRA) funds? More specifically, does this project utilize any weatherization or energy efficiency upgrade funds(ARRA or otherwise)? Filed by: Marjorie Stratton EMPLOYEES' WAGES Journey Level Trades/Occupations County Trade Occupation Wage Fringe # Workers KING POWER EQUIPMENT ROTO-MILL, ROTO- $47.42 $0.00 2 OPERATORS GRINDER https://fortress.wa.gov/lni/pwiapub/IntentPrint.asp?ID=253429 10/28/2010 Now Niwit TO: FINANCE DIRECTOR DATE. 06/03/2010 FROM: TRANSPORTATION SYSTEMS DIRECTOR CONTRACTOR: Pivetta Brothers Construction CONTRACT NO. CAG 09-125 ESTIMATE NO. 8 PROJECT: Rainier Avenue S.Phase 1:Shattuck Avenue S.Stormwater Bypass 1. CONTRACTOR EARNINGS THIS ESTIMATE $ 47,409.62 2. SALES TAX @ 9.50% $ 562.23 3. TOTAL CONTRACT AMOUNT THIS ESTIMATE $ 47,971.85 4. EARNINGS PREVIOUSLY PAID CONTRACTOR $ 1,425,918.82 5. * EARNINGS DUE CONTRACTOR THIS ESTIMATE $ 45,039.14 6. SUBTOTAL-CONTRACTOR PAYMENTS $ 1,470,957.96 7. RETAINAGE ON PREVIOUS EARNINGS $ 75,048.35 8. ** RETAINAGE ON EARNINGS THIS ESTIMATE $ 2,370.48 9. SUBTOTAL-RETAINAGE $ 77,418.83 10. SALES TAX PREVIOUSLY PAID $ 2,550.80 11. SALES TAX DUE THIS ESTIMATE $ 562.23 12. SUBTOTAL-SALES TAX $ 3,113.03 * (95%.xLINE1) ** (RETAINAGE:5%, Contractor has Escrow Account) GRAND TOTAL: $ 1,551,489.82 FINANCE DEPARTMENT ACTION: PAYMENT TO CONTRACTOR(Lines 5 and 11): $ 45,039.14 $ 562.23 Tax ACCOUNT#T12703-F009-0018-0055 $ 45,601.37 RETAINED AMOUNT(Line 8): ACCOUNT#T12703-F009-0018-0055 $ 2,370.48 TOTAL THIS ESTIMATE: $ 47,971.85 CHARTER 116,LAWS OF 1965 CITY OF RENTON CERTIFICATION I,THE UNDERSIGNED DO HEREBY CERTIFY UNDER PENALTY OF PERJURY,THAT THE MATERIALS HAVE BEEN FURNISHED,THE SERVICES RENDERED OR THE LABOR PERFORMED AS DESCRIBED HEREIN,AND THAT THE CLAIM IS A JUST,DUE AND UNPAID OBLIG: 0 AGAINST THE CITY OF RENTON,AND THAT I AM AU O' i TO Alfr.NTICA' AND CERTIFY TO SAID CLAIM SI, r CONTRACTOR REQUESTS TO PICK UP CHECKS WHEN READY: DO NOT MAIL • Rainier Ave '' Phase 1: Shattuck Ave. S. Stormwa+^r Bypass Progress Payment #: 8-Final ). Cutoff Date: 5/31/2010 PW#: CAG 09-125 Fed Aid#: ARRA-0167(044) Contract Name: Rainier Ave.S. Phase 1:Shattuck Ave.S.Stormwater Bypass Contractor: Pivetta Brother's Construction Awarded Contract Amount $1,450,608.98 Notice to Proceed Date: 23-Sep-09 Current Contract Amount: $1,541,084.41 Contract Duration: 137 Contract Completion Date: _5-Ma_y_-10 _ Pay Period: 1-May-10 to 31-May-10 — Comments Current Previous Paid to Date %Complete Estimate Amount A. Contract Item Work $47,409.62 $1,500,967.17 $1,548,376.79 95.65% B.Sales Tax $562.23 $2,550.80 $3,113.03 C.Total Amount Due(A+B) _ $47,971.85 $1,503,517.97 $1,551,489.82 D. Less Retaiange(5%of A) — $2,370.48 $75,048.35 $77,418.83 E.Payment to Contactor(C-D) I $45,601.37 I $1,428,469.62 I $1,474,070.99 I 95.65% I hereby certify that this is a true and correct estimate;that the work was actually peformed and material furnished;that all required documents have been provided;and that the amount is just and due me. 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Ap � C0 N V . 0p00cn0 N V DO -, p00 �') A W CTO OOODOON O 0 NOO000OCNO o0 000000 0 � � o � N � � v � 4 o W o o � WO 0000, W -4 oCN)) Owcn4 NS 000 � 00 � O 0 0 0 0 0 0 0 0 o o o 0 0 0 0 0 0 0 0 8- e.0 0 0 0 ° 0 0 0 0 0 , 0 0 0 o o ;-° ;, z,-. 1 . TO: FINANCE DIRECTOR DATE. 05/12/2010 FROM: TRANSPORTATION SYSTEMS DIRECTOR CONTRACTOR: Pivetta Brothers Construction CONTRACT NO. CAG 09-125 ESTIMATE NO. 7 PROJECT: Rainier Avenue S.Phase 1:Shattuck Avenue S.Stormwater Bypass 1. CONTRACTOR EARNINGS THIS ESTIMATE $ 321,036.91 2. SALES TAX @ 9.50% $ 311.30 3. TOTAL CONTRACT AMOUNT THIS ESTIMATE $ 321,348.21 4. EARNINGS PREVIOUSLY PAID CONTRACTOR $ 1,120,933.75 5. * EARNINGS DUE CONTRACTOR THIS ESTIMATE $ 304,985.07 6. SUBTOTAL-CONTRACTOR PAYMENTS $ 1,425,918.82 7. RETAINAGE ON PREVIOUS EARNINGS $ 58,996.51 8. ** RETAINAGE ON EARNINGS THIS ESTIMATE $ 16,051.84 9. SUBTOTAL-RETAINAGE $ 75,048.35 10. SALES TAX PREVIOUSLY PAID $ 2,239.50 11. SALES TAX DUE THIS ESTIMATE $ 311.30 12. SUBTOTAL-SALES TAX $ 2,550.80 * (95%xLINEI) ** (RETAINAGE:5%, Contractor has Escrow Account) GRAND TOTAL: $ 1,503,517.97 FINANCE DEPARTMENT ACTION: PAYMENT TO CONTRACTOR(Lines 5 and 11): $ 304,985.07 $ 311.30 Tax ACCOUNT#T12703-F009-0018-0055 $ 305,296.37 RETAINED AMOUNT(Line 8): ACCOUNT#T12703-F009-0018-0055 $ 16,051.84 TOTAL THIS ESTIMATE: $ 321,348.21i%�( CHARTER 116,LAWS OF 1965 //((,/ CITY OF RENTON CERTIFICATION I,THE UNDERSIGNED DO HEREBY CERTIFY UNDER PENALTY OF PERJURY,THAT THE MATERIALS HAVE BEEN FURNISHED,THE SERVICES RENDERED OR THE LABOR PERFORMED AS DESCRIBED HEREIN,AND T THE CLAIM IS A JUST,DUE AND UNPAID OBLIGA • AINST THE CITY OF RE ON,AND THAT I AM AUT %TOA TICATE CERTIFY TO SAID CLAIM SI CONTRACTOR REQUESTS TO PICK UP CHECKS WHEN READY: DO NOT MAIL Rainier Ave S; hase 1: Shattuck Ave. S. Storrrter Bypass ,,'� r, Progress Payment #: 7 •CCutM� off Date: 04/30/2010 `��'° i PW#: CAG 09-125 Fed Aid#: ARRA-0167(044) Contract Name: Rainier Ave.S. Phase 1:Shattuck Ave.S.Stormwater Bypass Contractor: Pivetta Brother's Construction Awarded Contract Amount $1,450,608.98 Notice to Proceed Date: 23-Sep-09 Current Contract Amount: $1,523,223.29 Contract Duration: 134 Contract Completion Date: 30-Apr-10 Pay Period: 01-Apr-10 to 30-Apr-10 Comments Current Previous Paid to Date %Complete _ Estimate Amount A. Contract Item Work $321,036.91 $1,179,930.26 $1,500,967.17 93.78% B. Sales Tax $311.30 $2,239.50 $2,550.80 C.Total Amount Due(A+B) $321,348.21 $1,182,169.76 $1,503,517.97 D. Less Retaiange(5%of A) $16,051.84 $58,996.51 $75,048.35 E. Payment to Contactor(C-D) I $305,296.37 $1,123,173.25 $1,428,469.62 93.78% I hereby certify that this is a true and correct estimate;that the work was actually peformed and material furnished;that all required documents have been provided;and that the amount is just and due me. Contractor Date Reviewed by: Date: Resident Engineer Brad Wheeler Approved By: Date: COR Project Manager Rob Lochmiller,PE Approved By: Date: PBC Project Manager Wally Clayton W W W W W W W W W W V V V V V V V V V V 0 0 0 0 O O W O O O O O O N N O O W O N A A A A A A A A A A W W W W W W W W W W N N N N N N N N N N N W V O O A W > 3 = n x 0 W V O O A W N>0 0 W J O O A W N>0(0 W V O 0 A W N>0 N W J O O A W N>0 0 W V O O A W N>0 0 W J O O A W N>0 f0 W J O W A W >0 N W V O O A W >O 2 E ,TrrO o $ x(n=0400 00),KmO( 00„7100-0TT-Imma,mT11�2 mo>1-> m>000.000 00 0000 0- cw002-00( (n(n(nw> ,30)x>�l;o;0�1x0mcm gmm>w0K . meg'; mmco cmmmmao . gmmm-0mm (n(n(n,00mNom (n<mmm< mmnonmmn0000-mmm mm ocoq0q 00orOm m2Og^gffggvvmmmmo ,,N _.00. m 'a -.o � m s23 , m3333Nso ffmm3m33r—lwoo T2 ,.3 , 9,nFf c',c2.. . .. . maga gg ' ..CC 2g. T03 •.(n ('n Ea3a= an ma 07m m 0 - N ?mg >?>j"90> > > j > ?,,,, - . mmrOON a .T. ,. 0 8R (Aow0ammm m m5'0m D. .2(o .0 .0 5 .000 ,,,... T^ ? m0. o D , 0 (n0 0ax ..... 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A` °; A 000060 0600000,160-000000000000 AN ND O O / O>v W W>>8-4-47400A0- 3-47.-4-4-4001,4>O 1 W O O O CA V p OO J 0000 N>0O N OOO N. N . 0(00 0 NO 0 0 0 J 0 0 0 N 0 0 0 0(0 0 0 0 0 0 0 0 N 0 0 O A 0 N 0 0 O N O T. S _ B g a a a a a a a a a a a a a a 3 e WN0,-4 W -. N A JN WV EA.lo--46 CO-40N0 N A Naa aaaaa a as aWWa AONNO O CO A N-co J> OJ> A>oOANOaa-.aomaaaaaW v QWOWN>ONm JANONV0ON NWOJWAb00W jN_ CO JNOm pOWCD N-+_ O-4-4OO rnOJ0 N W(OW WN OJ cm (n 00(n"4CD CT-+ N W O O 0> N N J O J 01N-40-4 N O V W p O O J O O O A W A W N 0 N O O O O O O O O O O N 0 O N O O J O 0000000-J00-.0.00000000000A0000 _ 6 p ' 00„_00006000 m NOOWD p 0. 0 0 0-A N 0 A 0 0 A▪p t 668.--4666,-46668866686666.8--c6- 66P ) to -4,90000000A00 .009 e o n e e'e e e e e e e e e ee e e e e e e e e Y .0 8 TO: FINANCE DIRECTOR DATE. 04/06/20 FROM: TRANSPORTATION SYSTEMS DIRECTOR CONTRACTOR: Pivetta Brothers Construction CONTRACT NO. CAG 09-125 ESTIMATE NO. 6 PROJECT: Rainier Avenue S.Phase 1:Shattuck Avenue S.Stormwater Bypass 1. CONTRACTOR EARNINGS THIS ESTIMATE $ 232,814.42 2. SALES TAX @ 9.50% $ - 3. TOTAL CONTRACT AMOUNT THIS ESTIMATE $ 232,814.42 4. EARNINGS PREVIOUSLY PAID CONTRACTOR $ 899,760.05 5. * EARNINGS DUE CONTRACTOR THIS ESTIMATE $ 221,173.70 6. SUBTOTAL-CONTRACTOR PAYMENTS $ 1,120,933.75 7. RETAINAGE ON PREVIOUS EARNINGS $ 47,355.79 8. ** RETAINAGE ON EARNINGS THIS ESTIMATE $ 11,640.72 9. SUBTOTAL-RETAINAGE $ 58,996.51 10. SALES TAX PREVIOUSLY PAID $ 2,239.50 11. SALES TAX DUE THIS ESTIMATE $ - 12. SUBTOTAL-SALES TAX $ 2,239.50 * (95%xLINEI) ** (RETAINAGE:5%, Contractor has Escrow Account) GRAND TOTAL: $ 1,182,169.76 FINANCE DEPARTMENT ACTION: PAYMENT TO CONTRACTOR(Lines 5 and 11): $ 221,173.70 .17 ACCOUNT#T12703-F009-0018-0055 $ 221,173.70 as(laa3.4 1 RETAINED AMOUNT(Line 8): ,t ACCOUNT#T12703-F009-0018-0055 `� j $ 11,640.72 t(k6l.D1 TOTAL THIS ESTIMATE: $ 232,814.42 CHARTER 116,LAWS OF 1965 CITY OF RENTON CERTIFICATION I,THE UNDERSIGNED DO HEREBY CERTIFY UNDER PENALTY OF PERJURY,THAT THE MATERIALS HAVE BEEN FURNISHED,THE SERVICES RENDERED OR THE LABOR PERFORMED AS DESCRIBED HEREIN,AND THAT THE CLAIM IS A JUST,DUE AND UNPAID OBLIGATION AGAINST THE CITY OF RENTON,AND THAT I AM AUTH '.r D TO AU NTICATE CERTIFY TO SAID CLAIM CONTRACTOR REQUESTS TO PICK UP CHECKS WHEN READY: DO NOT MAIL - ' Rainier Ave Saiehase 1: Shattuck Ave. S. Stormwat;, Bypass tics' f'� K B • Progress Payment #: 6 + . , 41111fr Cutoff Date: 3/31/2010 j.� � censT�U_-ior r..•lV +' �;�� =�_y* PW#: CAG 09-125 Fed Aid#: ARRA-0167(044) Contract Name: Rainier Ave.S. Phase 1: Shattuck Ave. S. Stormwater Bypass Contractor: Pivetta Brother's Construction Awarded Contract Amount: $1,450,608.98 Notice to Proceed Date: 23-Sep-09 Current Contract Amount: $1,523,223.29 Contract Duration: 134 Contract Completion Date: 30-Apr-10 Pay Period: 1-Mar-10 to 31-Mar-10 (Comments: Current Previous Paid to Date % Complete Estimate Amount A. Contract Item Work $232,814.42 $947,115.84 $1,179,930.26 73.74% B. Sales Tax $0.00 $2,239.50 $2,239.50 C. Total Amount Due(A+B) $232,814.42 $949,355.34 $1,182,169.76 D. Less Retaiange(5%of A) $11,640.72 $47,355.79 $58,996.51 , E. Payment to Contactor(C-D) $221,173.70 I $901,999.55 $1,123,173.25 73.74% I hereby certify that this is a true and correct estimate;that the work was actually peformed and material furnished;that all required documents have been provided;and that the amount is just and due me. Contractor Date Reviewed by: /A.- C, Date: del—G, • 1 d pppp Resident Engineer 1.4 roe,rs S,rot-v..0.0-'1- ,(/[) Brad Wheeler Approved By: � Date: 4l (p it n COR Project Manager Rob Lochmiller,PE Approved Bk.) sN Date: �o \ 0 PBC Project Manag •Wally Clayton 00 BZOOVnvmtV/1A W N:282 W V 012T22�888 V 8t211A W Nie N W V W At W NitOm W v012T W N-W8 tN0 Wv8tN1t= N-N•8 tn00 V mNA W N.� ,00, V 081A W N� - f_fnn ig l:' i D3mC)c oo-loomvblmmgmm-ull5s wo DrDcog>c)c�c��000 clo op000-lamCin mmC>C�cnt 00>m omD A:11:0xxo •am �2�).0o z Or @itis' r 0,0 ,mmm. m m cn cn m o m s »m cn m m m a. m a 0 a. m a> > j m a. . m m 0 c o o o »a• 0 3 ,N 0 o 2 o c m not F 3 m 3 3 3 3 no' t1 -o, _o6-m - and i>1 $- r NJam333 ' g3 �Z-N nc�3m cFc' Jc o 2 mp mS. J am J N ' - m _ mm 4 y _c 3mmm mvvvo vo�i rtn m� Fpm,? 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Z 88 i .—.0. -gym. 0. o o E 111111111111111111111111111111111111 a Y s 8 �w r Rainier Ave Phase 1: Shattuck Ave. S. Stormwatve Bypass ,�%'N., itr Progress Payment #: 6 + j �` •� vaexc_,._ar PW#: CAG 09-125 , �r Cutoff Date: 3/31/2010 C ONSTRuiTi0r a Fed Aid#: ARRA-0167(044) Contract Name: Rainier Ave. S. Phase 1: Shattuck Ave. S. Stormwater Bypass Contractor: Pivetta Brother's Construction Awarded Contract Amount: $1,450,608.98 Notice to Proceed Date: 23-Sep-09 Current Contract Amount: $1,523,223.29 Contract Duration: 134 Contract Completion Date: 30-Apr-10 Pay Period: 1-Mar-10 to 31-Mar-10 Comments: Current Previous Paid to Date % Complete Estimate Amount A. Contract Item Work $232,814.42 $947,115.84 $1,179,930.26 73.74% B. Sales Tax $0.00 $2,239.50 $2,239.50 , C. Total Amount Due(A+B) $232,814.42 $949,355.34 $1,182,169.76 D. Less Retaiange(5%of A) $11,640.72 $47,355.79 $58,996.51 „ , E. Payment to Contactor(C-D) , $221,173.70 1 $901,999.55 1 $1,123,173.25 1 73/4% I hereby certify that this is a true and correct estimate;that the work was actually peformed and material furnished;that all required documents have been provided;and that the amount is just and due me. Contractor // Date ,4Reviewed by: /A..c.:� e, Date: 4•e.o • 1e, Resident Engineer U ay.,a St N-- - Brad Wheeler Approved By: `kit Date: 4('(p Itc COR Project Manager Rob Lochmiller,PE Approved By S q Date: In`\ 0 PBC Project Manag Wally Clayton V N m V J J J V V J J J ""m W m "W W M th O O to th 0 0 0 th O A A A A,,pp A A A A W W W W W W W W W W N N N N N N N N N Nn � O W W J"W A W N>O cO m J"m A W N>O cO m J"m A W N--LOW W-4 w 0 , O 0 M-M A W N-•0 m m V"N A W N>O(O m J W m A W N>O m m V m(TA W > _ DKm000c»oc»vvlWmgvmvI� xWODrDcngDC)C�C��A(�C�(�C)(�O(�C�C) IC�nC)Sv( (�cnCntncnDAmSDAXASAnACv3xv�cnC�3 s"!; g o a s m m m. m m W W=0 m o »m 0<m m v m m a o a m m a o 0 o mmm m m O c 0 0 o m 7 . 0 m o 7' qi Q O m m 0'm m m m o m m (' a > > 0 2 o c m m m m a > m $ s »Cay.333m33 •p�mN �?m_ � c�c�3 n� S� c'�c2.� > > > 05s' S1' 00 � � = 3 ?m 0o 3333 of - °_� mn0 7mmm mmmmmo,00mm rm � : �d��> > > � �s0 10 'Tnm � ° n° � y� o o m o ara3.dD3?. _ gim . o mcp ma c0 ; -, m . co �c�caf con0o0o •Z� ammo( n m N���� �m m of m c < C1 m3 Sl Bio W W W W W —m d m c� � 2c0 . o o Sm N m o nOC)82ommo m °_a- 5mD> j° m m oymmHHa (Ao'1.'`- n m m mT> > ° ma,0 0 mm �.0Van m000m0omsm0m n1 54 < 00mA° y> > mm . 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O -• CA 00 EA N(n(n mN MN M EA M M V N M MMyM EM MWIV(O >(nN W W.. __.to"•••r• (OO COCOOAN(n 4 O W A0 En NO (0 N Vn>W N 0 WNW ♦ O T CO CO V V 0 ON CO- > V CO OW CO CO V W V0 W 0)c000 A Co CO 0 W WO .0,w.,....-1N W000 On M M 0 OW A M M M W J M O M M M M M 0N M O M 0N N(J M W J O 00> N m 0 • JWDoJOAD0A0001000000000<) 0000000J0000 y AWJAOOO00( OO)WO(0 0C00000000 V(O0>>000000000000 000ED OOOO W OO FS pOHO o O O O O AO 0 0 0 00 00 00 0 0 0 0 0 0 0 0 0 0 O 0 0 A O O 0(0 0 0 W W .N 3 A900 Oo 000 0 C)000 CD 0 ND 0 o,00 CO W o••W O)W O P 0 O O O O O V 0 0 0 0 O O O 0 0 O O O O O O O O V O O N O 0 O W O J 0 ae 5 asa:aaaa�a� a e a**aewa.a,a aeaaaa,aa a,a,ez*a,** at,, S 1 • R n 'tire►' 7" , 1 TO: FINANCE DIRECTOR DATE. 03/10/2010 FROM: TRANSPORTATION SYSTEMS DIRECTOR CONTRACTOR: Pivetta Brothers Construction CONTRACT NO. CAG 09-125 ESTIMATE NO. 5 PROJECT: Rainier Avenue S.Phase 1:Shattuck Avenue S.Stormwater Bypass 1. CONTRACTOR EARNINGS THIS ESTIMATE $ 92,850.04 2. SALES TAX @ 9.50% $ 1,245.21 3. TOTAL CONTRACT AMOUNT THIS ESTIMATE $ 94,095.25 4. EARNINGS PREVIOUSLY PAID CONTRACTOR $ 811,502.80 5. * EARNINGS DUE CONTRACTOR THIS ESTIMATE $ 88,257.25 6. SUBTOTAL-CONTRACTOR PAYMENTS $ 899,760.05 7. RETAINAGE ON PREVIOUS EARNINGS $ 42,763.00 8. ** RETAINAGE ON EARNINGS THIS ESTIMATE $ 4,592.79 9. SUBTOTAL-RETAINAGE $ 47,355.79 10. SALES TAX PREVIOUSLY PAID $ 994.29 11. SALES TAX DUE THIS ESTIMATE $ 1,245.21 12. SUBTOTAL-SALES TAX $ 2,239.50 * (95%xLINEI) ** (RETAINAGE.:5%, Contractor has Retainage Bond on File) GRAND TOTAL: $ 949,355.34 FINANCE DEPARTMENT ACTION: PAYMENT TO CONTRACTOR(Lines 5 and 11): 0 ?-J7.; $ --8$2-5925 $ 1,245.21 ACCOUNT#T12703-F009-0018-0055 / S'?" � $ -89,5E42.46 RETAINED AMOUNT(Line 8): f J ACCOUNT#T12703-F009-0018-0055 44?- $ 4,5 . 9 Vi[ i TOTAL THIS ESTIMATE: $ 94,095.25 WZ________ CHARTER 116,LAWS OF 1965 CITY OF RENTON CERTIFICATION I,THE UNDERSIGNED DO HEREBY CERTIFY UNDER PENALTY OF PERJURY,THAT THE MATERIALS HAVE BEEN FURNISHED,THE SERVICES RENDERED OR THE LABOR PERFORMED AS DESCRIBED HEREIN,AND THAT THE CLAIM IS A JUST,DUE AND UNPAID OBLIGATION AGAINST THE CITY OF RENTON,AND THAT I AM AUTH••V I TO AUTHENTICATE AND CERTIFY TO SAID CLAIM SIGNS'',fi 9 Z CONTRACTOR REQUESTS TO PICK UP CHECKS WHEN READY: DO NOT MAIL Nov Rainier Ave S. Phase 1:Shattuck Ave.S.Stormwater Bypass Progress Payment#: 5 ♦i y. r K BA." Cutoff Date: 2/28/2010 % t CO4ASI i.'_fr-lft 'c' --11' #kft4ta»: t PW#: CAG 09-125 Fed Aid#: ARRA-0167(044) Contract Name: Rainier Ave.S.Phase 1:Shattuck Ave.S.Stormwater Bypass Contractor: Pivetta Brother's Construction Awarded Contract Amount $1,450,608.98 Notice to Proceed Date. 23-Sep-09 Current Contract Amount: $1,561,294.14 Contract Duration: 122_ _____ Contract Completion Date: 13-Apr-10 Pay Period: 1-Feb-10 to 28-Feb-10 — � Comments Current Previous Paid to Date 1 %Complete Estimate Amount A.Contract Item Work $92,850.04 $854,265.80 $947,115.84 57.77% B.Sales Tax $1,245.21 $994.29 $2,239.50 N C.Total Amount Due(A+B) $94,095.25 $855,260.09 $949,355.34 D.Less Retaian9e(5%of A) $4,592.79 $42,763.00 $47,355.79 4 „ E.Payment to Contactor(C-D) $89,502.46 $812,497.09 I $901,999.55 1 57 77% I hereby certify that this is a true and correct estimate;that the work was actually pefomred and material furnished:that all required documents have been provided;and that the amount is just and due me. Contractor Date Reviewed b . Cara Date: 3/9//O Resident Engineer f�Brad Wheeler Approved By-1101 I - Date:_23islio_ COR Project Manager Rob Lochmiller,PE , ` Approved By:`` 6 11, \)PQ� Date: 4.':\\ 1 0 PBC Project Manager , Wally Clayton V V V V 0 0 0 0 0 O O 0 0 0 0)0)N N 0.N 0 .N A A A A A A A A A W W 0 W W W W W to.N N N N N N N N N N 3 2 0 0 V 0 0 A W N> 'v of z W N O(O 0-460 A W N-4 o 0 CO V 00 AWN)>O 0 CO V 0 0 AWN) -,O CO CO V 0 N A W N>0 0 CO V 0 0 A W N>O 0 Co V 0 0)AWN)-,O m a a o y e ° O zmn -loommv-imm5mmm-115m mpDr>wg> (7(7(7D000 nn 0000 n-1c(nOOmmOOmwww>m wx>mxximmomcm Km-0>moK -. 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O O N V - m No Ors) O 3 i O O d A O O -. i O O O O O O O b O O O O O O O O O O O o O O O O O o O O O o O O O O _ • A O V O 0 0 0 0 0 0 0 Co O O-+0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 • D 00 W O 0 0 0 0 0 0 0 0 0 0 O 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 MEA EA EA EA MEA EA EA EA MEA O O EA EA EA • 100 A A->Co W 4,-.y (a-• 'T N W C 01 -4m4, 1>) 'z 0,0 0 N3 OD V O W-NJ - V Co V O, O O O -� m O Co 10 A N A O O,A 0 0,0 -4 N N N N O V co N co V o O M 6 ,A O N O O O EA M M M W EA EA N M EA M M EN EA EA EA M EA EA EA EA EA EA EA EA EA EA EA EA EA EA A V N N O O O J N Co J 0• O•W•N A O 0000000000000000000000000000000000000 Cf O N-sA V O W-s N O, 0 N V O O (O O O O O O O 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 O O O O 0 0 0 0 0 0 0 0 NOE N CO CO Co 0) - O O O o 0 O O CO O O O 0 0 O O O O O 0 O O O O O 0 o O 0 O O 0 o O O I O 2 O O - A O O O O O O O O O W O• 0 0 0 0 0 0 0 0 0 0 0 0 0 0 co 0 0 0 0 0 0 0 0 0 0 0 W O 5 V O O O O O O O O O N O O O O O o 0 0 0 0 N O 0 0 0 N 0 0 0 0 0 0 o 0 0 0 0 N O m O 0 0 0 0 0 0 0 0 0 0 0 CO O O 0 O O 0 O O O 0 0 O O O A 0 0 0 0 0 0 0 0 0 0 0 N OJ 3 3 n g MEA EA EA FA EA EA EAM EA6G MFA 4A •6 Ci coco CO _ _ _ fA CO CO N N(C) A 0 - 0 -N W 669 EEA EA EA A V N Co N 00 N A co A 0 O 01-"V v M 10 O O Co O CO V O O O A c 00 O O A --� O O V CO O A NV W O A 5:h O M C t0(0(D A M EA EA EA EA M M EA EA O EA NI to M M M EA EA EA M M W EA EA EA EA CO M M M EA EA EA M M M M M C O O -4 0 O 0 0 O O 0 O O V O O O O O O 0 0 O O 0 0 O O 0 O 0 0 0 0 0 0 0 0 0 0 0 G O O N O A O A N Z 01 t0 W ,p N O W O 10 O O O O A N O O V O 0 0 0 O O O O O O O O O O O O O O O O O O O O O O O N O 0 0 0 0 0 0 0 0 0 0 V 0 N O O O O O O O O O O O O O O O O O O O O O O O O O O W O O O O O O O O O O O V C 0 0 2 A 0 0 -. -. 0 0 0 0 0 W O.S 0 0 0 0 0 0 0 0 0 0 0 0 0 0 coO0 0 0 0 0 0 0 0 O O O ' V 0 r.D O O 0 0 0 0 0 0 Co 6 0 0 0 0 0 0 0 0 0 0 0 N 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 'Z NO • 000000000 0 0000000000000000 A 00000000000 N O EF M EA M EA (AM EA EA EA EA EA EA • (O (O CJ CO CO O A A A N N N EA V A N V(O N V A O,N W W --.10W O A N fA M M M M f0(WT(W),W W V-s C') '-) N 6..44, A 0 0 0 O) m-4.. O O O 00. 000 A O W 10 W V E•A N V N N O O O EA M EA EA W O 0 0 EA EA EA M EA EA 0 EA 0 W M EA M M 0 fA EA EA EA EA M M M 0 0 0 •_ co N O O O N O O O O O V O 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 UN,(VO A O A in 0 0 0 0 O O ° A_, N U, O' Co O OD 0 0 0 0(0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 N O O O 0 o o o o o o 0 E (O O . . w - 00000000000000000.0000 ,00. .. 0 0 0 0 ° m 0 0 ▪ 0 9 O Q 00 00 O O O O D W O 00 O O O O O O O O O 0 O O O O W O 0 0 0 0 0 0 0 0 0 0 (O O 0 0 0 0 0•0 • 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 e. , 0 600000T'' 06000000000°0000 °00000000000 0 0 0 0 _ c O c ? 0 0 0 0 0 0 cg o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4 A 1 irr✓ r10! TO: FINANCE DIRECTOR DATE. 02/10/2010 FROM: TRANSPORTATION SYSTEMS DIRECTOR CONTRACTOR: Pivetta Brothers Construction CONTRACT NO. CAG 09-125 ESTIMATE NO. 4(Revised) PROJECT: Rainier Avenue S.Phase 1: Shattuck Avenue S.Stormwater Bypass 1. CONTRACTOR EARNINGS THIS ESTIMATE $ 157,241.52 2. SALES TAX @ 9.50% $ 994.29 3. TOTAL CONTRACT AMOUNT THIS ESTIMATE $ 158,235.81 4. EARNINGS PREVIOUSLY PAID CONTRACTOR $ 662,173.07 5. * EARNINGS DUE CONTRACTOR THIS ESTIMATE $ 149,329.73 6. SUBTOTAL-CONTRACTOR PAYMENTS $ 811,502.80 7. RETAINAGE ON PREVIOUS EARNINGS $ 34,851.21 8. ** RETAINAGE ON EARNINGS THIS ESTIMATE $ 7,911.79 9. SUBTOTAL-RETAINAGE $ 42,763.00 10. SALES TAX PREVIOUSLY PAID 11. SALES TAX DUE THIS ESTIMATE $ 994.29 12. SUBTOTAL-SALES TAX $ 994.29 * (95%xLINEI) ** (RETAINAGE:5%, Contractor has Retainage Bond on File) GRAND TOTAL: $ 855,260.09 FINANCE DEPARTMENT ACTION: PAYMENT TO CONTRACTOR(Lines 5 and 11): $ 149,329.73 $ 994.29 ACCOUNT#T12703-F009-0018-0055 $ 150,324.02 RETAINED AMOUNT(Line 8): ACCOUNT#T12703-F009-0018-0055 $ 7,911.79 TOTAL THIS ESTIMATE: $ 158,235.81 CHARTER 116,LAWS OF 1965 CITY OF RENTON CERTIFICATION I,THE UNDERSIGNED DO HEREBY CERTIFY UNDER PENALTY OF PERJURY,THAT THE MATERIALS HAVE BEEN FURNISHED,THE J� SERVICES RENDERED OR THE LABOR PERFORMED AS DESCRIBED (�Y e + jy HEREIN,AND THAT THE CLAIM ISA JUST,DUE AND UNPAID ' 9,{N\�"�\\/// ]`J N OBLIGATION AGAINST THE CITY OF RENTON,AND THAT I AM `� , ��._.. AUTHORIZED TO AUTHENTICATE AND CERTIFY TO SAID CLAIM ,'4, /���� J SIGNED: �n �� R REQUESTS TO PICK UP CHECKS WHEN READY: DO NOT MAIL CONTRALTO Q d �- 0.0V 1(\ \019 J *.r Now TO: FINANCE DIRECTOR DATE. 02/10/2010 FROM: TRANSPORTATION SYSTEMS DIRECTOR CONTRACTOR: Pivetta Brothers Construction CONTRACT NO. CAG 09-125 ESTIMATE NO. 4 PROJECT: Rainier Avenue S.Phase 1: Shattuck Avenue S.Stormwater Bypass 1. CONTRACTOR EARNINGS THIS ESTIMATE $ 158,235.81 2. SALES TAX @ 9.50% 3. TOTAL CONTRACT AMOUNT THIS ESTIMATE $ 158,235.81 4. EARNINGS PREVIOUSLY PAID CONTRACTOR $ 662,173.07 5. * EARNINGS DUE CONTRACTOR THIS ESTIMATE $ 150,324.02 6. SUBTOTAL-CONTRACTOR PAYMENTS $ 812,497.09 7. RETAINAGE ON PREVIOUS EARNINGS $ 34,851.21 8. ** RETAINAGE ON EARNINGS THIS ESTIMATE $ 7,911.79 9. SUBTOTAL-RETAINAGE $ 42,763.00 10. SALES TAX PREVIOUSLY PAID 11. SALES TAX DUE THIS ESTIMATE $ - 12. SUBTOTAL-SALES TAX $ * (95%xLINE1) ** (RETAINAGE:5%, Contractor has Retainage Bond on File) GRAND TOTAL: $ 855,260.09 G�� FINANCE DEPARTMENT ACTION: %,(` PAYMENT TO CONTRACTOR(Lines 5 and 11): $ 150,324.02 ACCOUNT#T12703-F009-0018-0055 RETAINED AMOUNT(Line 8): $ 7,911.79 ACCOUNT#T12703-F009-0018-0055 TOTAL THIS ESTIMATE: $ 158,235.81 j CHARTER 116,LAWS OF 1965 CITY OF RENTON CERTIFICATION I,THE UNDERSIGNED DO HEREBY CERTIFY UNDER PENALTY OF PERJURY,THAT THE MATERIALS HAVE BEEN FURNISHED,THE SERVICES RENDERED OR THE LABOR PERFORMED AS DESCRIBED HEREIN,AND THAT THE CLAIM IS A JUST,DUE AND UNPAID OBLIGATION AGAINST THE CITY OF RENTON,AND THAT I AM AUTrir TO AUTHENTICATE ND CERTIFY TO SAID CLAIM SIG , e CONTRACTOR REQUESTS TO PICK UP CHECKS WHEN READY: DO NOT MAIL Rainier Ave S. nase 1: Shattuck Ave. S. Stormw "r Bypass QS.' (..2) * Progress Payment #: 4 } i '� r Cutoff Date: 1/31/2010 . C6rt5Th r'N ti YAMAC.EGEu'e:ES tiT PW#: CAG 09-125 ARRA- Fed Aid#: 0167(044) Contract Name: Rainier Ave. S. Phase 1: Shattuck Ave.S. Stormwater Bypass Contractor: Pivetta Brother's Construction Awarded Contract Amount $1,450,608.98 Notice to Proceed Date: 23-Sep-09 Current Contract Amount: $1,483,775.74 Contract Duration: 95 Contract Completion Date: 3-Mar-10 Pay Period: 1-Jan-10 to 31-Jan-10 Comments Current Previous Paid to Date % Complete Estimate Amount Contract Bid Item Work $158,235.81 $697,024.27 $855,260.08 58.96% Change Order Work $0.00 $0.00 $0.00 Less Retainage (5% of A.) ($7,911.79) ($34,851.21) ($42,763.00) Misc. Deductions/Additions $0.00 $0.00 $0.00 Payment to Contactor I $150,324.02 I $662,173.06 I $812,497.08 58.96% I hereby certify that this is a true and correct estimate;that the work was actually peformed and material furnished;that all required documents have been provided;and that the amount is just and due me. Contractor Date Reviewed by: 4Date: Z/47//b Resident Engineer Brad Wheeler Z/C‘ I Approved By: die t_. Date: i 0 COR Project Manager Rob Lochmiller, PE Approved By\CQ Q.i 1 'Q Date: 21241 o PBC Project Manager Wally Clayton W W W J J J J J J J J J J N W M N W W O)M N O)N N N N N N N N N N A A A A A A A A A A W W W W W W W W W W N N N N N N N N N N ...... $A N>O t0 CO J W N A W N>O(O CO J W N A W N>O CO W J O)N A W N>O 0 CO J O)N A W N>O O Co J Q1 N A CO N>O 0 Co J O)N A W N>O(O CO J W N A W N>O W W J A W Nn Ap o 51 > a O)N 00›Kmc)000Hoommm-Imm5 mnim mo›,-nwK›0C)C)D00C)C)C)0000 -iccnooim0000)cncnDxJcnxDx7wx0mcm K m)sw E ng?' . m m a 0 . ,m m m'< m m w w w o m o u m (A<m m m < m m a o a m m a o 0 0 0-m m m m m o c 0 0 o m . . o m g o .' o m m v m m m m o m o m m o 3 3 4.0 °'=.3 3 30 3 3 ism. 3 hC�3 < m '-m w0 0-'=0. . o-sso-o-0 -''c c 2 -o X,� ›-g= 0000030 *o o ao o<m' go-go-020 0 m m m m m m m m v 'o m .0 0 0 0 0 0 9 m =a o 0 0 0 0 �. 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O O 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 a O O A 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 O O 0 O _ 0 O O 0 O O 0 0 0 0 O 0 0 0 O O A 0 J 0 CD O O O O O A W N O O 0 O O 0 0 O 0 0 O O 0 O J O O N N O O O O O O O O O O O O O O O O O O O O O W O O 0 0 0 -.O O O O O O O 0 O O O O O O O O 0 0 O O O W O O 000 N 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0(O 0 0 69 EA -+En 69 V) W_, O O 69A W 0) 0)69690) -449.9.969694949(069496969494969494949494969690)4969 0)O N N O co O) (TOO O O O O O N 0 0 0 0 0 0 0 0 0 0 0 0 0 0 W O O W OA)O J O O J N O O O O O O 0 O 0 O O O O O O O O0 O O O O co O O A ,P 0 0 0 A O O O O W O O J O O O O O O O O O O O O 0 O J 0 0 0 0 J O O O O N O O O O O O O 0 O N O 0 0 0. 000 N 0 0 0 0 0 0 W 0 0 0 0 0 0 0 0 0 0 0 0 0 0 N N V) a69 En En 69 J N A y) _,N N-494969En OV) 9En.EnEnEn.A6n69 0)66969En(0 En6 .6,36-69 A O O O O O J O O O O O O O O O O O O O O O J O O CD CD CD N 000 J N 0CD 0 0 0 0 0CD NCO 0 0CD 0 0CD 0 0CD 0 0CD 0CD 0 0 0 0 0 0)0 0 JN 0) O O O 6 0000('`)00)00 0 0 0 0 0 0 0 0 0 0 0 0(T O O O O 0) W O O O O N O A O O O O O O O O O N O O O O O O 0000 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4,00 N N CO V) cn EA 49 En 699 (T .O CO En 0) m N 0)) 69 En m (JO AEn6AEn69 OEn NV)En69696969 V)69fn W 49494969 069En O 000) O O O O O J O A O O O O O O O O O 0 0 0 0 0 O O O 0 0 - N J 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 N O O Co 00 J W 0 0 0 0 0 0 0 N 0 0 0 0 0 0 0 0 0 0 0 0 0 0 W 0 0 00 W0 O O O O O FoO g 0 0 0 0 0 0 0 0 0 r8 0 0 0 0 g 0 0 00 00 0 0 0 0 0 0 0)0 6 0 0 0 0 0 0 0 0 0 0 0 0 0 O N 0 0 0 o 0 o 0 0 0 0 0 0.8 0 0 0 0 0 o a o 0 0 o a o 0 0 0 0 411111101 NilNO TO: FINANCE DIRECTOR DATE. 01/15/2010 FROM: TRANSPORTATION SYSTEMS DIRECTOR CONTRACTOR: Pivetta Brothers Construction CONTRACT NO. CAG 09-125 ESTIMATE NO. 3 PROJECT: Rainier Avenue S.Phase 1: Shattuck Avenue S.Stormwater Bypass 1. CONTRACTOR EARNINGS THIS ESTIMATE $ 300,251.79 2. SALES TAX @ 9.50% 3. TOTAL CONTRACT AMOUNT THIS ESTIMATE $ 300,251.79 4. EARNINGS PREVIOUSLY PAID CONTRACTOR $ 376,933.87 5. * EARNINGS DUE CONTRACTOR THIS ESTIMATE $ 285,239.20 6. SUBTOTAL-CONTRACTOR PAYMENTS $ 662,173.07 7. RETAINAGE ON PREVIOUS EARNINGS $ 19,838.62 8. ** RETAINAGE ON EARNINGS THIS ESTIMATE $ 15,012.59 9. SUBTOTAL-RETAINAGE $ 34,851.21 10. SALES TAX PREVIOUSLY PAID 11. SALES TAX DUE THIS ESTIMATE $ - 12. SUBTOTAL-SALES TAX $ * (95%xLINEI) ** (RETAINAGE:5%, Contractor has Retainage Bond on File) GRAND TOTAL: $ 697,024.28 FINANCE DEPARTMENT ACTION: PAYMENT TO CONTRACTOR(Lines 5 and 11): $ 285,239.20 ACCOUNT#T12703-F009-0018-0055 RETAINED AMOUNT(Line 8): $ 15,012.59 ACCOUNT#112703-F009-0018-0055 TOTAL THIS ESTIMATE: $ 300,251.79 CHARTER 116,LAWS OF 1965 CITY OF RENTON CERTIFICATION I,THE UNDERSIGNED DO HEREBY CERTIFY UNDER PENALTY OF PERJURY,THAT THE MATERIALS HAVE BEEN FURNISHED,THE SERVICES RENDERED OR THE LABOR PERFORMED AS DESCRIBED HEREIN,AND THAT THE CLAIM IS A JUST,DUE AND UNPAID OBLIGATIO' 'G' ST THE CITY OF R. TON,AND THAT I AM AUTHO 'ED y AUT,;/„h /!ATE A, I CERTIFY TO SAID CLAIM SIGNED CONTRACTOR REQUESTS TO PICK UP CHECKS WHEN READY: DO NOT MAIL Rainier Ave S., 'lase 1: Shattuck Ave. S. Stormw lr Bypass New • '`!' ( Progress Payment #: 3 • A ,, ` Cutoff Date: 12/31/2009 �`.; 4'!` w= = T PW#: CAG 09-125 ARRA- Fed Aid#: 0167(044) Contract Name: Rainier Ave. S. Phase 1: Shattuck Ave. S. Stormwater Bypass Contractor: Pivetta Brother's Construction Awarded Contract Amount $1,450,608.98 Notice to Proceed Date: 23-Sep-09 Current Contract Amount: $1,471,541.3.2 Contract Duration: 90 Contract Completion Date: 18-Feb-10 Pay Period: 1-Dec-09 to 30-Dec-09 'Comments I I Current Previous Paid to Date % Complete Estimate Amount Contract Bid Item Work $300,251.79 $396,772.49 $697,024.28 48.05% Change Order Work $0.00 $0.00 $0.00 Less Retainage (5% of A.) ($15,012.59) ($19,838.62) ($34,851.21) Misc. Deductions/Additions $0.00 $0.00 $0.00 Payment to Contactor I $285,239. 0 I $376,933.87 I $662,173.06 I 48.05% 'I hereby certify that this is a true and correct estimate;that the work was actually peformed and material furnished;that all required documents have been provided;and that the amount is just and due me. Contractor Date \Q/dQ___ _. Reviewed by: .,I� Date: (5 7 10 Resident Engine r Bill Helin, PE,CCM Approved By: VDate: r /( 5110 COR Project Manager Rob Lochmiller, PE Approved By: ... • II VSP' Date: LI IS I O PBC Project Manag•r Wally Clayton • APPlig N A WN+��O V 4141VIIMP"4"1"sttottANIVAP:::::::64=::::::11111:1111 ' OAOJOrN A����N WV���WN�O��JOr N�tN.�N N O rOw�NNAWN���®��N� _ / S�ni.`�RPn�A n n n A Dn m x m O a o n m 3 n n N n Q d d d d o O o n(�m C N::S:n 6(/1 f/1//1 l/1 DQ 71 N A D A::A A n C 3 S D 1(� -z 8$ m 3 3 3 3 N 3 3 3 0 3 3 v v o ? ° cN c<3 m F F c _ �,2 a a = a A on 3 2 0 ' o F 3 3 3 3 3 n - 3 c °_o e ,� m m »3 m m D> >_ m m m 4. o'v m m o ^ A°: ^'m m °m m m m m" ''0 3 3' 3 o `° �m x`- - - - � v n H<^ o v h 3 � m _ '3 3 o > � o:N � <'° o m�� c 3. - -, - a m � - _ ����_�-m o -� --o � o m �m 5 C n c m 0 0 0 0 3� m�0 0 0�0 0 m 3 0��Z�� �.z uDi ' <o�3�� N� .°� m`-" _ _ _ _ -� a a a N �.�N p m N.�o m� m m�� oy ico ao - _�a m � i G N00 m i y i N i 3 N x r a �', 3.A D n I m n i w y z N 4�n o a W o - o o' .-� m v m A n Z 3 d m m F o x� a i D N o'_3 _' N = �3 � =�� N N� � � 0 0 0�m 1 D Z o �; ' _ P51,7;2, m�Q 3 m x 3 m o 3 x o 3 3� ^�N '�o�v c m�m m '� � 3 �� �a 2 ^o1 o x o _ � 121 o S5nnm ' < ^ S o= = m - ,7o d m- . 3.1N mm < Na _. 0 30 oto» 'o. 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J -- - 1 N O m N(/1 B in d(-<Z N d d <m N d-<I C 7I T d d umi C<�l m O T P N d d C d m N N N d d umi N N d d d d m N T T--T Oo 0<Z<Z<a< <N<T T Tin C(in m 1 m m„l N T m (/1 m g o 11 V O v W r N N t3, N !:r., N N N N N N N _ o in o o o o J rdr�31-1 ,2,50, F,E r:;;;O m E,§E .,,I H E w�"i N FE NN N rN.� a o o o"'�1�o d'N r,n n'oe ffpp w� � d+v w o o'o oo o v{q§§i o O O N N N J A O A o O N O 888888888 O 8888888 o 88888g88888888888888888888888888888888888888888888 '‘Y, OOO 00000Or88888 O 3a W N 8$ W O 888 O O ST it 1 8 A O O O o o O O + u 0 o O O O O 88 - A m 1 o m $ 0 o w A A o w 0 m 0 0 0 0 0 - » 14'"A i m o�oo J"A 1�fI A $ > S i 1 o 0 0 0 o 0 0 » s :Ca' i i 11 III 1111111111111111111111111111111111 111 : 111111 11111 11111111 111 11111 11111111 1111111111111111111 1111111111111 II 1 II 111111 1111111 moll I HHHIIUIIHIIHIIIHIHHHHHHHIHHIIIHHIIHHHHHHHHHHHIHIHIIHIHIHHIHHIHH11H I III 1111111111111111111111111111 II 1111 11111111111111111111111 1 milli, 111 IIII ll r 5 ww 1111 'w� il Ilia � : V":i ir -: V 3`"00000^w'000000000000088l '61oN - 11 1- - ooi iiiiii i iiii€s s�^o g ssr�v� r"� C O2 ,,,o,:, .00,82,..,,12,8.,to A W —O 2 A(/�I 7 A A O O O A_T m A S V A AFT, a m x 'oto 2'' ..7' -TS E -5 E1; N2> R..__ O=3 3 F m cn m-` ?f 3 -n 3 3=N y m - _ - g-c m F n m E 1 1 m m p O 3 3 O—A N m O A k''., n n Z N 7,N 41 N Z T T T Nto O N b oO 000, W2222 O O O O O O O O O O o 0 0 0 0 0 0 0 0 0 0 0 O O A A W 18 A 12 m 12 12 A to A II W A 18 A m N omoomowocoop000 A N N fA f9 01,6 m n t f9 f9(A PbPP 6666 2 6 0 0 0 0 0 0 r 1,18 m O to O 28 A 0 0 0 0 0 0 0 0 0 8 9 V It POJO 00 o J -1212228228822828-.00000 ;;`T'5 ;1;!;!';;;;;OOOOHOOO S *4111W 'tiffit- TO: FINANCE DIRECTOR DATE. 12/09/2009 FROM: TRANSPORTATION SYSTEMS DIRECTOR CONTRACTOR: Pivetta Brothers Construction CONTRACT NO. CAG 09-125 ESTIMATE NO. 2 PROJECT: Rainier Avenue S.Phase 1: Shattuck Avenue S.Stormwater Bypass 1. CONTRACTOR EARNINGS THIS ESTIMATE $ 190,959.76 2. SALES TAX @ 9.50% 3. TOTAL CONTRACT AMOUNT THIS ESTIMATE $ 190,959.76 4. EARNINGS PREVIOUSLY PAID CONTRACTOR $ 195,522.09 5. * EARNINGS DUE CONTRACTOR THIS ESTIMATE $ 181,411.77 6. SUBTOTAL-CONTRACTOR PAYMENTS $ 376,933.87 7. RETAINAGE ON PREVIOUS EARNINGS $ 10,290.64 8. ** RETAINAGE ON EARNINGS THIS ESTIMATE $ 9,547.99 9. SUBTOTAL-RETAINAGE $ 19,838.62 10. SALES TAX PREVIOUSLY PAID 11. SALES TAX DUE THIS ESTIMATE $ - 12. SUBTOTAL-SALES TAX $ - * (95%xLINEI) ** (RETAINAGE:5%, Contractor has Retainage Bond on File) GRAND TOTAL: $ 396,772.49 FINANCE DEPARTMENT ACTION: PAYMENT TO CONTRACTOR(Lines 5 and 11): $ 181,411.77 ACCOUNT#T12703-F009-0018-0055 RETAINED AMOUNT(Line 8): $ 9,547.99 ACCOUNT#112703-F009-0018-0055 TOTAL THIS ESTIMATE: $ 190,959.76 ! -t____ ,f,„' CHARTER 116,LAWS OF 1965 CITY OF RENTON CERTIFICATION I,THE UNDERSIGNED DO HEREBY CERTIFY UNDER PENALTY OF PERJURY,THAT THE MATERIALS HAVE BEEN FURNISHED,THE SERVICES RENDERED OR THE LABOR PERFORMED AS DESCRIBED HEREIN,AND THAT THE CLAIM IS A JUST,DUE AND UNPAID OBLIGATION AGAINST THE CITY OF RENTON,AND THAT I AM AUTHORIZED TO AUTHENTICATE AND CERTIFY TO SAID CLAIM SIGNED: Rainier Ave S.; ,lase 1: Shattuck"Ave. S. Stormw ,jr Bypass • ' ,, = . ,. Progress Payment #: 2 1* .art .1 r� Cutoff Date: 11/30/2009 l'eN.1.Cr " "='r PW#: CAG 09-125 ARRA- Fed Aid#: 0167(044) Contract Name: Rainier Ave. S. Phase 1: Shattuck Ave. S. Stormwater Bypass Contractor: Pivetta Brother's Construction Awarded Contract Amount $1,450,608.98 Notice to Proceed Date: 23-Sep-09 Current Contract Amount: $1,450,608.98 Contract Duration: 80 Contract Completion Date: 2-Feb-10 Pay Period: 1-Nov-09 to 30-Nov-09 !Comments Current Previous Paid to Date % Complete Estimate Amount Contract Bid Item Work $190,959.76 $205,812.73 $396,772.49 27.35% Change Order Work $0.00 $0.00 $0.00 Less Retainage (5% of A.) ($9,547.99) ($10,290.64) ($19,838.62) Misc. Deductions/Additions $0.00 $0.00 $0.00 Payment to Contactor I $181,411.77 I $195,522.09 I $376,933.86 27.35% I hereby certify that this is a true and correct estimate;that the work was actually peformed and material furnished;that all required documents have been provided;and that the amount is just and due me. Contractor Date /7 / 9 Reviewed by: 3P4aLLDate: 1 2 (� Resident Engineer Bill Helln, PE,CCM ,(1(4,(.........„, Approved By: i 2( j /c , Date: "\ COR Project Manager Rob Lochmiller,PE Approved By: 144 ,� - /. .. •Date: /...244,7 PBC Project Manager Bob Mickel N V A W N N m J m m A W N O N O W N A W N m 0 m V W AW N N N O J W N A W N OOOmN O V . N ONoJWoAWNAO N m J m o A W N O W m J m N A W N-.O W O 5-' . ."5-.^5- 1 - y n P ao m 2(n=0 p n n n n D K m 0 0 0 0 1 00-o m-0 1 m m j m m -o -1 1 2 m p D r D N K D 0 0 0 D o n n n n n O n n n-i C cn n n 2-o 0 0 Cn N In En D x N A D .Z7.'0 A A A 0 x C V Km-0 D W O 3 0 0 a, o s 2 3 2 nci 3 3 3 3 0 a_m 3 3 3 0 3 3 v u 4 m `~ n n 3 m P n f c x c ? c> > > m cmi o m m g 'o' a ° ° a X 3 3 3.2 s 0 2 0 2 m E m 3 °' 3 3 3 3 d c m o E .-2-,0& 2, g e%u @j P m m m m .y. C 5 7 7 7 m m m m m o, o o V m (n o N N j N m E OS.N. N N N a g N N �O 2 t0 n N 0 ,1 > . l .o.l' .O.O. a O O O.O O o O N ?. o ti N N d @ u 01 Fo m cn » » » » 3 m r.. .. .. 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This is to notify you that on or about 10/30/2009, MCCAIN INC has commenced or will commence to deliver materials to be used upon the real property and all improvements being constructed by you at the above address. These materials, supplies or rented equipment were ordered by SIGNAL ELECTRIC and consist of all materials and supplies necessary to provide TRAFFIC SIGNALS AND RELATED MATERIAL. MCCAIN INC is required by law to furnish this notice to the prime contractor on all projects to which it delivers materials, supplies or rented equipment to give notice that in the event of non- payment of its account, you and your payment bond will be held for payment and/or a lien against retained percentage may be claimed. This notice is not in itself such a claim, nor does it imply in any way that a claim may be necessary. It is sent only because MCCAIN INC is required to do so by statute. ry truly yours, Nancy Hannify MCCAIN INC 2365 OAK RIDGE WAY VISTA, CA 92081 Telephone: (760) 727 - 8100 Reference: SIGNAL-42041/S1078-0047 - SO#1079420 PO#14177-42041 i 5.Gu (d, 4(t 19�vi G7( <� f/ac�� � CC ; Ci4v—oei - 1 z got, 1'/71 w.r Project: CONT#ARRA-0167(044) JOB #2009*212 SHATTUCK BTWN S 4TH PL & S 7TH ST Renton, WA Reference: SIGNAL-42041/S1078-0047 - SO#1079420 PO#14177-42041 Distribution: (Via Certified Mail) CITY OF RENTON 1055 S GRADY WAY Renton, WA 98055 PIVETTA BROTHERS CONSTRUCTION 1812 PEASE AVE Sumner, WA 98390 SIGNAL ELECTRIC PO BOX 6209 Kent, WA 98064-6209 % p, 0 0) c,-,), *, , CO N pN§. ci," `,„1 it.P. •,-,) LULI gicr N 0 ,•,„ . ,.. ,L. tg 6. 41) RI 0 L "','' r_,., 1 6.• (..:,,,,, - a. 'C. ... U) k^,. ^1' r a 7,.--..''' (-••,' e.' ....., %es. ,,,4:it ,___•>(4 ,:....1 •S- C'''. ....::: .C, Zi 14,17 A tiNcl ,, t . , ,... -z — c,. Si'Q ..-:-.. . Q,- . ,•,,e3.0 4...) 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CITY OF ri'EINiOiN NOV " 6 8009 r ECEi ED November 13, 2009 CiTy CLERK'S OFRC VIA CERTIFIED MAIL PIVETTA BROTHERS CONSTRUCTION 1812 PEASE AVE Sumner, WA 98390 To Whom it May Concern: We are advised that you are the prime contractor for improvement of the property situated at or near the following address: CONT #ARRA-0167(044) JOB #2009-212 SHATTUCK BTWN S 4TH PL & S 7TH ST, Renton, WA. This is to notify you that on or about 10/30/2009, MCCAIN INC has commenced or will commence to deliver materials to be used upon the real property and all improvements being constructed by you at the above address. These materials, supplies or rented equipment were ordered by SIGNAL CONSTRUCTION GROUP LLC and consist of all materials and supplies necessary to provide TRAFFIC SIGNALS AND RELATED MATERIAL. MCCAIN INC is required by law to furnish this notice to the prime contractor on all projects to which it delivers materials, supplies or rented equipment to give notice that in the event of non- payment of its account, you and your payment bond will be held for payment and/or a lien against retained percentage may be claimed. This notice is not in itself such a claim, nor does it imply in any way that a claim may be necessary. It is sent only because MCCAIN INC is required to do so by statute. Very truly yours, D6"/L1'4/1/1/1- Nancy Hannify MCCAIN INC 2365 OAK RIDGE WAY VISTA, CA 92081 Telephone: (760) 727 - 8100 Reference: SIGNAL-42041/51078-0047 - SO#1079420 PO#14177-42041 (9tv4(- /aC y .cked �C GAG tri_tz� A19 !-cchiui l kt' fir'' vMr Project: CONT#ARRA-0167(044) JOB #2009*212 SHATTUCK BTWN S 4TH PL & S 7TH ST, Renton, WA Reference: SIGNAL-42041/S1078-0047 SO#1079420 PO#14177-42041 Distribution: (Via Certified Mail) CITY OF RENTON 1055 S GRADY WAY Renton, WA 98055 PIVETTA BROTHERS CONSTRUCTION 1812 PEASE AVE Sumner, WA 98390 SIGNAL CONSTRUCTION GROUP LLC P.O. BOX 1060 Woodburn, OR 97071 \ Noe . �2 \\ § �~ %§, '-\<® \ / ^ § \� \ (! Y y } co Lu % J 225 • �« N \\ { "';: \ / \ }+ 2. : 3;:lit II , . e 0� 2 � \ inemsommi 7 - . rl - . m � % (Y1< m / 2 m � H W q11) /C...) ru / i T1 � CO w _ rl t r) 2 3 U W al CO CC c 62 � L 0 0 4, k 0. - 64 \ Itime leo Pivetta Brothers Construction, Inc. P.O. Box 370 f~� 1812 Pease Avenue Sumner, Washington 98390 (253) 862-7890, Fax(253)470-5008 Letter of Transmittal Date: 10/16/2009 / Project Number: 2009-212 Attn: Botrt /1.45.3oehrniler/Natalie /1.45.3, ' L Ship Via: USPS Adr: City of Renton I I Fedex 1055 Grady Way I—I Airborne Renton WA 98057 I I UPS Courrier Re: Rainier Ave S(SR167)Imp. Project Phase 1 -Shattuck I ( Other(hand delivery) Ave S.Stormwater Bypass CAG-09-125 We are sending you: IIIII Attached n Under Separate Cover the following Items: (� Shop Drawing f l Prints ET Plans 1-1 Copy of Letter 1--1 Change order Specifications 1-1 Samples Copies Date No. Description 3 10/16/2009 Escrow Agreements These are transmitted as checked below: NEI For approval I--1 Approved as submitted O Resubmit copies mg For your use r-7 Approved as noted O Submit_copies r—t As requested r--1 Returned for correction for distribution p For review&comment p r-1 Return p For bids due p corrected prints p Prints returned p Remarks Rob/Natalie, We would like to cancel or delete the current escrow account that is in place with Sterling Savings Bank on the Rainier Ave S/Shattuck Ave project.Can you please expite the new agreements for Columbia Bank?If you need to contact me,please do so at 253-862-7890 ext.3 Thank you for your help. Candy Copy to: 10/16/2009 Page 1 2009-212 Project Mgmt Jnr `I110 Escrow Account No. City of Renton Agency CAG-09-125 Shattuck Ave S. Contract No.___.... .Escrow Agreement To. Coiwnbia BankMirada (B.nk o.Trust Cancan,/ 15104 Main Street E (9..nr10 Sumner, WA 98390 Attn: . Alison Aiken .Aadtd.t Pivetta Brothers Construction, Inc. The undersigned., City of Renton hereinaf- ter referred to as the Contractor, has directed the ter referred to as the Agency, to deliver to you its warrants or checks which shall be payable to you for the Contractor. Such warrants or checks are to be held anon the terms and condaions hereina disosed ofber set forty you in accordance with the following instructions andp Instructions 1. The Agency shall deliver to you from time to time checks or warrants payable to you for the Contractor. You are hereby authorized by the Contractor to endorse any such check or warrant so that you may receive the proceeds thereof and invest the same. The power of endorsement hereby granted to you by the Contractor shall be deemed a power coupled with an interest and shall be irrevocable during the term of this escrow. Although you may be a payee named.in such warrants or checks as shall be delivered to you,your duties and responsibilities.with respect to the same shall be only those eluties and responsibilities which a depository bank would have pursuant to Article 4 of the Uniform Commercial Code of the State of Washington for an item deposited with it for collection as of the date such check or warrant shall be deliv- ered to you. The proceeds from collections shall be used by you to purchase,as directed by the Contractor,bonds or other securities chosen by the Contractor a nd approved by yu,the last written direct and the Agency. For the purpose of each such purchase,you may follow received by you from the Contractor, provided such direction otherwise conforms with the restrictions on investments recited herein. Attached is a list of such bonds,or other securities approved by the Agency. No further approval is necessary if any of these bonds or securities are selected by the Contractor,subject to express written approval of you and the Agency. Purchase of such bonds or other securities shall be in a form which shall allow you alone to reconvert such bonds or other securities into money if you are required to do so by the Agency as provided in paragraph 4 of this Escrow Agreement. y The investments selected by the Contractor,fap om compleed by the Agency ion the contract,and Pclud ng eurchasedxt nsoions u must mature on or prior to the date set for t p thereof or thirty days following the final acceptance of said improvement or work. 2. When and as interest on the securities heldby you pursuant to this agreement accrues and is paid, you shall collect such interest and forward it to the Contractor at its address designated below unless with your written consent you are otherwise directed in writing by the Contractor. DOT 134.137(Page t) Revised 9/92 t taw *so 3. You are not authorized to deliver to the Contractor all or any part of the securities held by you r'ursuant to this agreement (or any monies derived from the sale of such securities,or the negotiation of the Agency's warrants or checks) except in accordance with written instructions from the Agency. The Agency shall inform you and keep you informed in writing of the name of the person or persons with authority to give you such written instructions. Compliance with such instruc- tions shall relieve you of any further liability related thereto. The estimated completion date on the contract underlying this Escrow Agreement is TBD . Upon request by you, the Agency shall advise you in writing of any change in the estimated completion date. If the estimated completion date is changed you are authorized to reinvest the monies held hereunder in accordance with the new estimated completion date. 4. In the event the Agency orders you to do so in writing,and not withstanding any other provi- sions of this agreement, you shall, within thirty-five (35) days of receipt of such order, reconvert into money the securities held by you pursuant to this agreement and return such money • together with any other monies,including accrued interest on such securities, held by you hereunder, to the Agency. 5. The Contractor agrees to pay you as compensation for your services hereunder as follows: N/A Payment of all fees shall be the sole responsibility of the Contractor and shall not be deducted from any property placed with you pursuant to this agreement until and unless the Agency directs the release to the Contractor of the securities and monies held hereunder whereupon you shall be granted a first lien upon such property released and shall be entitled to reimburse yourself from such property for the entire amount of your fees and any unanticipated amounts which might be owing as provided for herein: In the event that you are made a party to any litigation with respect to the property held by you hereunder, or in the event that the conditions of this escrow are not promptly fulfilled or that you are inquired to render any services not provided for in these instructions, or that there is any assignment of the interests of this escrow or any modification hereof,you shall be entitled to reasonable compensation for such extraordi- nary services from the Contractor and reimbursement from the Contractor for all costs and expenses, including attorney fees occasioned by such default, delay,controversy or litigation. 6. Should you at any time and for any reason desire to be relieved of your obligations as escrow holder hereunder, you shall give written notice to the Agency and Contractor. The Agency and Contractor shall, within 20 days of the receipt of such notice,jointly appoint a successor escrow holder and instruct you to deliver all securities and funds held hereunder to said successor. If you are not notified of the appointment of the successor escrow holder within 20 days, you may return the subject matter hereof to the Agency and upon so doing, it absolves you from all further charges and obligations in connection with this escrow. 7. This agreement shall not be binding until executed by you, the Contractor,and accepted by the Agency. DOT 134.137(Page 2) Revised 9192 lime Nire 8. This instrument contains the entire agreement between you, the Contractor and the Agency with respect to this escrow and you are not a party to nor bound by any instrument or agree- ment other than this; you shall not be required to take notice of any default or any other matter, nor be bound by nor required to give notice or demand, nor required to take any action what- ever except as herein expressly provided;you shall not be liable for any loss or damage not caused by your own negligence or willful misconduct. • 9. The foregoing provisions shall be binding upon the assigns,successors,personal representatives and heirs of the parties hereto. The undersigned have read and hereby approve the instructions as given above governing the administration of this escrow and do hereby execute this agreement the 16 day of October , . 2009 Pivetta Brothers Construction, Inc. Columbia Bank (,'ntractor) (Bank or Trust Company) L )te, President 00"►�-Jt \ .VD-- . • • • • • • • • • • • • • liark Pivetta (Title) (Esaow Account No.) PO Box 370 ' • By ( _CD,-1U- 1 9 (Address) LAmhor zed Signature) Sumer, WA 98390 (City,State,Zip) 'I The above escrow agreement received and accepted by Bank or Trust Company, this Com'- day of C voc4 -mss`\. • (1 /) 41/1971- (Agency) qofiztto i/u/v044-(9e-L The escrow agreement accepted this ;-9 ,day of.(L' )Z 10-22-'09 13: 35 FROM-Pivetta Bros Const 253-470-5008 T-545 P0011005 F-384 Noie raw ��ddaGi,kia�FtaGIS1�;N�ro7&.'a... ,., e409 . Pivetta Brothers Construction Inc:400 1812 Pease Avenue Sumner, WA 98390 Phone: 253-862-7890 Faxs 253-470-5008 Date: 10/22/2009 Regarding: Shattuck Ave Project To: City of Renton Attn: Natalie Wissbrod From: Candy Fax#: 425-430-6957 Pages: 5 Hello Natalie, We are performing work on the Rainier Ave S / Shattuck project. We previoulsy set up an escrow/retainage account for this project with Sterling Bank, We would like to cancel that account and set up a new escrow/retainage account with Columbia Bank. 1 am mailing the originals out today: Please sign a copy and mail it back to me. The other one is for your records. If you need to contact me, please call me at 253-862.7890 ext 3. Thank you, Candy Thank you, Candy Are *we TO: FINANCE DIRECTOR DATE. 11/12/2009 FROM: TRANSPORTATION SYSTEMS DIRECTOR CONTRACTOR: Pivetta Brothers Construction CONTRACT NO. CAG 09-125 ESTIMATE NO. 1 PROJECT: Rainier Avenue S.Phase 1:Shattuck Avenue S.Stormwater Bypass 1. CONTRACTOR EARNINGS THIS ESTIMATE $ 205,812.73 2. SALES TAX @ 9.50% 3. TOTAL CONTRACT AMOUNT THIS ESTIMATE $ 205,812.73 4. EARNINGS PREVIOUSLY PAID CONTRACTOR $ - 5. * EARNINGS DUE CONTRACTOR THIS ESTIMATE $ 195,522.09 6. SUBTOTAL-CONTRACTOR PAYMENTS $ 195,522.09 7. RETAINAGE ON PREVIOUS EARNINGS $ - 8. ** RETAINAGE ON EARNINGS THIS ESTIMATE $ 10,290.64 9. SUBTOTAL-RETAINAGE $ 10,290.64 10. SALES TAX PREVIOUSLY PAID 11. SALES TAX DUE THIS ESTIMATE $ - 12. SUBTOTAL-SALES TAX $ * (95%xLINEI) ** (RETAINAGE:5%, Contractor has Retainage Bond on File) GRAND TOTAL: $ 205,812.73 FINANCE DEPARTMENT ACTION: PAYMENT TO CONTRACTOR(Lines 5 and 11): $ 195,522.09 ACCOUNT#T12703-F009-0018-0055 RETAINED AMOUNT(Line 8): $ 10,290.64 ACCOUNT#T12703-F009-0018-0055 TOTAL THIS ESTIMATE: $ 205,812.73 4L,..CHARTER 116,LAWS OF 1965 CITY OF RENTON CERTIFICATION I,THE UNDERSIGNED DO HEREBY CERTIFY UNDER PENALTY OF PERJURY,THAT THE MATERIALS HAVE BEEN FURNISHED,THE SERVICES RENDERED OR THE LABOR PERFORMED AS DESCRIBED HEREIN,AND THAT THE CLAIM IS A JUST,DUE AND UNPAID OBLIGATION AGAINST THE CITY OF RENTON,AND THAT I AM AUTHORIZED TO AUTHENTICATE AND CERTIFY TO SAID CLAIM SIGNED: Rainier Ave Phase 1: Shattuck Ave. S. Storm4.0ater Bypass 0,.. Progress Payment #: 1 1� 4 • Arnow Cutoff Date: 10/31/2009 �A °UN ==,T PW#: CAG 09-125 ARRA- Fed Aid#: 0167(044) Contract Name: Rainier Ave. S. Phase 1: Shattuck Ave. S. Stormwater Bypass Contractor: Pivetta Brother's Construction Awarded Contract Amount $1,450,608.98 Notice to Proceed Date: 23-Sep-09 Current Contract Amount: $1,450,608.98 Contract Duration: _ 80 Contract Completion Date: 28-Dec-09 Pay Period: 23-Sep-09 to 31-Oct-09 Comments Current Previous Paid to Date °/o Complete Estimate Amount Contract Bid Item Work $205,812.73 $0.00 $205,812.73 14.19% Change Order Work $0.00 $0.00 $0.00 Less Retainage (5% of A.) ($10,290.64) $0.00 ($10,290.64) Misc. Deductions/Additions $0.00 $0.00 $0.00 Payment to Contactor I $195,522.09 I $0.00 I $195,522.09 I 14.19% I hereby certify that this is a true and correct estimate;that the work was actually peformed and material furnished;that all required documents have been provided;and that the amount is just and due me. I P Contractor Date I' Reviewed by: Date: 11 /t t /09 Resident Engineer Bill Helin, PE,CCM 't/Approved By: i// do„,..- 400"--400"-- Date: i Z, (oc COR Project Manager Rob Lochmiller, PE Approved By' Date: <// � A PBC Project Manager • Boklickel 1V164j< CI/ A A OPi tPi�A W N O b Wd J T N W N N N tNn N W N N O m M V m N A W N inn! UWi A W N O�Vw J T N A W N+O b N V 0 N A w N+�O b ONo V ON1 N A W N+O N J A W N+O W 47 A O O W -00.,,,,,- 1Yy 9antl o()()n nDn3m 00()nH 00(T/1(TA(Tl!m m a i T(m/!Gmml xm0¢G n m 3 a 0 0 0 00 0 0 0 0 0 O2,)0 nm 0 0 03 0 N o Nm QA AN m o ^l 3 i D v0 ;,, .f 3 1 1 3 3 ft 0 o 3 m m 1 D s 1 m m m o ;o v 3 m o < m m F v o 1-.-_.. > g g a g m mta a` m , `° `2° n a c 0 g_ g n m x< 1< 0 0 o n c v 3. i< ; d -. w 0000 0 ..T ..T Eo�o � o� > �Nn� m 3RD � mmmmm _ d a u,�. 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A ) � . ] ; ; \ � ) � \ NIMMOV � ) \ � / ) � ( 9.1 � - — §;;};§§\;;;§;;;;§ ;;;; � ; | ! ° 'viriC) ##M71,$1:S" gg'Vg,ggggggg ggg R: ! };4)\[4 ,00 000000„ „ :1i /\/{°)) l���ga� ���._ ��>:,.. -8 g I ! 88888888888888888888888 • g;ocooao����� ��„�,�, | !/VIS88 000800 kiPPPPPRP9PCiPPPP1 !! !>!!!7!!a!!! !!!!!!!! I 41400' 44.00 Escrow Account No 0 City of Renton Agency Contract No. CAC-CO-125 Shattuck AveS. Escrow Agreement Sterling Savings Bank To (Bark or ruin Company? 224 SW 152nd Street launch) Burien WA 98166 .wedcess) Pivetta Brothers Construction, Inc. The undersigned, hereinafter referred to as the Contractor,has directed the City of Renton hereinaf- ter referred to as the Agency, to deliver to you its warrants or checks which shall be payable to you • for the Contractor. Such warrants or checks are to be held and disposed of by you in accordance with the following instructions and upon the terms and conditions hereinafter set forth. Instructions 1. The Agency shall deliver to you from time to time checks or warrants payable to you for the Contractor. You are hereby authorized by the Contractor to endorse any such check or warrant so that you may receive the proceeds thereof and invest the same. The power of endorsement hereby granted to you by the Contractor shall be deemed a power coupled with an interest and shall be irrevocable during the term of this escrow. Although you may be a payee namedin such warrants or checks as shall be delivered to you,your duties and responsibilitieswith respect to the same shall be only those auties and responsibilities which a depository bank would have pursuant to Article 4 of the Uniform Commercial Code of the State of Washington for an item deposited with it for collection as of the date such check or warrant shall be deliv- ered to you. The proceeds from collections shall be used by you to purchase,as directed by the Contractor,bonds or other securities chosen by the Contractor and approved by you, and the Agency. For the purpose of each such purchase,you may follow the last written direction received by you from the Contractor,provided such direction otherwise conforms with the restrictions on investments recited herein. Attached is a list of such bonds, or other securities approved by the Agency. No further approval is necessary if any of these bonds or securities are selected by the Contractor,subject to express written approval of you and the Agency. Purchase of such bonds or other securities shall be in a form which shall allow you alone to reconvert such bonds or other securities into money if you are required to do so by the Agency as provided in paragraph 4 of this Escrow Agreement. The investments selected by the Contractor,approved by the Agency and purchased by you must mature on or prior to the date set for the completion of the contract,including extensions thereof or thirty days following the final acceptance of said improvement or work. 2. When and as interest on the securities heldby you pursuant to this agreement accrues and is paid,you shall collect such interest and forward it to the Contractor at its address designated below unless with your written consent you are otherwise directed in writing by the Contractor. • DOT 174.177(Page 1) Revised 9/92 3. You are not authorized to deliver to the Contractor all or anyrt of the securities held by you pursuant to this agreement(or any monies derived from the sale of such securities,or the negotiation of the Agency's warrants or checks) except in accordance with written instructions from the Agency. The Agency shall inform you and keep you informed in writing of the name of the person or persons with authority to give you such written instructions. Compliance with such instruc- tions shall relieve you of any further liability related thereto. The estimated completion date on the contract underlying this Escrow Agreement is TBD .. Upon request by you, the Agency shall advise you in writing of any change in the estimated completion date. If the estimated completion date is changed you are authorized to reinvest the monies held hereunder in accordance with the new estimated completion date. 4. In the event the Agency orders you to do so in writing,and not withstanding any other provi- sions of this agreement, you shall, within thirty-five (35) days of receipt of such order, reconvert into money the securities held by you pursuant to this agreement and return such money together with any other monies,including accrued interest on such securities, held by, you hereunder, to the Agency. 5. The Contractor agrees to pay you as compensation for your services hereunder as follows: N/A • Payment of all fees shall be the sole responsibility of the Contractor and shall not be deducted from any property placed with you pursuant to this agreement until and unless the Agency directs the release to the Contractor of the securities and monies held hereunder whereupon you shall be granted a first lien upon such property released and shall be entitled to reimburse yourself from such property for the entire amount of your fees and any unanticipated amounts which might be owing as provided for herein: In the event that you are made a party to any litigation with respect to the property held by you hereunder,or in the event that the conditions of this escrow are not promptly fulfilled or that you are inquired to render any services not provided for in these instructions, or that there is any assignment of the interests of this escrow or any modification hereof, you shall be entitled to reasonable compensation for such extraordi- nary services from the Contractor and reimbursement from the Contractor for all costs and expenses, including attorney fees occasioned by such default, delay,controversy or litigation. 6. Should you at any time and for any reason desire to be relieved of your obligations as escrow holder hereunder, you shall give written notice to the Agency and Contractor. The Agency and Contractor shall, within 20 days of the receipt of such notice,jointly appoint a successor escrow holder and instruct you to deliver all securities and funds held hereunder to said successor. If you are not notified of the appointment of the successor escrow holder within 20 days, you may return the subject matter hereof to the Agency and upon so doing, it absolves you from all further charges and obligations in connection with this escrow. 7. This agreement shall not be binding until executed by you, the Contractor, and accepted by the Agency. 007 134437(Page 2) Revised 9192 Noie 8. This instrument contains the entire agreement between you, the Contractor and the Agency with respect to this escrow and you are not a party to nor bound by any instrument or agree- ment other than this; you shall not be required to take notice of any default or any other matter, nor be bound by nor required to give notice or demand, nor required to take any action what- ever except as herein expressly provided; you shall not be liable for any loss or damage not caused by your own negligence or willful misconduct. 9. The foregoing provisions shall be binding upon the assigns,successors, personal representatives and heirs of the parties hereto. The undersigned have read and hereby approve the instructions as given above governing the administration of this escrow and dohereby execute this agreement the day f August , . Pivetta B others Constru 'on, c. Sterling Savings Bank ontractor) (Bank or Trust Company) Mark Pivetta, President 6-99.80 1/ g Z gz ' (Title) (Escrow Account No.) 1812 Peace Avenue (Address) By f.AaUhorized Signature) Summer, WA 98390 (City,State,Zip) and accepted byBank or Trust Company, this y`��� day The above escrow agreement receivedp of . sul ,, - 1.L` -• 0'4 Ifelsikil • (Agency) q424/12-1/0 il4-,2 /9/f244( off:°�- � r The escrow agreement accepted this(27 ,day j DOT 134.137(Page 3) ilnvieed 9/92 CORRESPONDENCE SECTION July 19, 2010 'gore Renton City Council Minutes Noe Page 221 AUDIENCE COMMENT Greg James (Sammamish),operator of the Riviera Apartments and Director of Citizen Comment:James- the Renton Shoreline Coalition, expressed appreciation for the extension of Proposed Shoreline Master time granted by the Planning and Development Committee regarding the Program review of the Shoreline Master Program (SMP). He also thanked Council President Persson and Councilmember Palmer for conducting a site visit to the Riviera Apartments. Mr.James stated that positive and productive meetings with City staff have occurred since the time extension was granted and remarked that the Renton Shoreline Coalition is optimistic that these discussions and meetings will result in substantive changes to the SMP. CONSENT AGENDA Items listed on the consent agenda are adopted by one motion which follows the listing. At the request of Council President Persson, Items 8.h. and 8.k. were removed for separate consideration. Council Meeting Minutes of Approval of Council meeting minutes of 7/12/2010. Council concur. 7/12/2010 City Clerk: Quarterly Contract City Clerk submitted quarterly contract list for period 4/1/2010 through List,4/1/2010-6/30/2010 6/30/2010 and expiration report for agreements expiring 7/1/2010 to 12/31/2010. Information. CED:Arts&Culture Master Community and Economic Development Department recommended adoption Plan of the Arts&Culture Master Plan. Refer to Community Services Committee. CED:Adopt 2009 IPMC with Community and Economic Development Department recommended adoption Local Amendments of the 2009 International Property Maintenance Code(IPMC)with local amendments. Refer to Public Safety Committee. CED:Adopt Revised Civil Community and Economic Development Department recommended Enforcement of Code designating certain code violations as civil infractions to reduce code enforcement costs and process times by adopting revised Civil Enforcement of Code. Refer to Public Safety Committee. CED: Clarify Unfit Building Community and Economic Development Department recommended adoption Regulations of housekeeping amendments to City Code to clarify sections of the Unfit Building Regulations. Refer to Public Safety Committee. CED: Quendall Terminals EIS, Community and Economic Development Department recommended approval Blumen Consulting Group of a contract in the amount of$157,975 with Blumen Consulting Group, Inc.to complete an Environmental Impact Statement(EIS)for the proposed mixed-use development Quendall Terminals. Refer to Finance Committee. Budget: 2010 Amendments Finance and Information Services Department recommended approval of second quarter 2010 Budget amendments increasing appropriations by$8.1 million. Refer to Finance Committee. CAG:09-125, Rainier Av S(SR Transportation Systems Division submitted CAG-09-125, Rainier Ave. S. (SR 167) 167) Improvement Project, Improvement Project, Phase I -Shattuck Ave.S.Stormwater Bypass project; Phase I-Shattuck Av S and requested approval of the project,commencement of a 60-day lien period, Stormwater Bypass, Pivetta and release of retained amount of$77,418.33 to Pivetta Brothers Construction, Brothers Construction contractor, if all required releases are obtained. Council concur. MOVED BY PERSSON,SECONDED BY CORMAN, COUNCIL APPROVE THE CONSENT AGENDA MINUS ITEMS 8.h. and 8.k. CARRIED. err►` Now CITY OF RENTON COUNCIL AGENDA BILL Subject/Title: Meeting: Rainier Avenue South (SR 167) Improvement Regular Council - 19 Jul 2010 Project Phase I: Shattuck Avenue South Stormwater Bypass Pivetta Brothers Construction, Inc. (CAG 09-125) Exhibits: Submitting Data: Dept/Div/Board: Final Pay Estimate Public Works Notice of Completion of Public Works Contract Staff Contact: Robert Lochmiller, ext. 7303 Recommended Action: Council Concur Fiscal Impact: Expenditure Required: $ Transfer Amendment: $ Amount Budgeted: $ Revenue Generated: $ 1,943,674 Total Project Budget: $ 1,943,674 City Share Total Project: $ SUMMARY OF ACTION: The contract provided for installation of approximately 1,150 feet of 48-inch diameter storm pipe in Shattuck Avenue South from the intersection of South 4th Place, underneath the BNSF Railway, to the intersection of South 7th Street. The work also included a two-lane roadway underneath the BNSF Railway with traffic safety features due to the height restriction of the underpass. The original contract was in the amount of$1,450,608.98, with the final contract amount being $1,551,489.82. The change in the final amount was due to unforeseen utility conflicts with installation of the new 48-inch storm line. STAFF RECOMMENDATION: Accept completion of the project and release retainage for the full project in the amount of$77,418.83 after 60 days, subject to the required authorization. 3 • TO: FINANCE DIRECTOR DATE. 06/03/2010 FROM: TRANSPORTATION SYSTEMS DIRECTOR CONTRACTOR: Pivetta Brothers Construction CONTRACT NO_ CAG 09-125 ESTIMATE NO. 8 PROJECT: Rainier Avenue S.Phase 1:Shattuck Avenue S.Stormwater Bypass 1. CONTRACTOR EARNINGS THIS ESTIMATE $ 47,409.62 2. SALES TAX @ 9.50% $ 562.23 3. TOTAL CONTRACT AMOUNT THIS ESTIMATE $ 47,971.85 4. EARNINGS PREVIOUSLY PAID CONTRACTOR S 1,425,918.82 5. • EARNINGS DUE CONTRACTOR THIS ESTIMATE S 45,039.14 6. SUBTOTAL-CONTRACTOR PAYMENTS $ 1,470,957.96 7. RETAINAGE ON PREVIOUS EARNINGS S 75,04835 8. ** RETAINAGE ON EARNINGS THUS ESTIMATE $ 2,370.48 9. SUBTOTAL-RETAINAGE $ 77,418.83 10. SALES TAX PREVIOUSLY PAID . 5 2,550.80 11. SALES TAX DUE THUS ESTIMATE S 562.23 12. SUBTOTAL-SALES TAX $ 3,113.03 (95%xLINEI) " (RETAINAGE:5%,Contractor has Escrow Account) GRAND TOTAL: S 1,551,489.82 FINANCE DEPARTMENT ACTION: PAYMENT TO CONTRACTOR(Lines 5 and 11): S 45,039.14 $ 56223 Tax ACCOUNT#T12703-F009-0018-0055 5 45,60137 RETAINED AMOUNT(Line 8): • ACCOUNT#T12703-F009-0018-0055 $ 2,370.48 TOTAL THIS ESTIMATE: $ 47,971.85 Cil// CHARTER 116,LAWS OF 1965 (/ CITY OF RENTON CERTIFICATION . 1.THE UNDERSIGNED DO HEREBY CERTIFY UNDER PENALTY OF PERJURY,THAT THE MATERIALS HAVE BEEN FURNISHED,THE SERVICES RENDERED OR THE LABOR PERFORMED AS DESCRIBED HEREIN,AND THAT TIE CLAIM IS A JUST,DUE AND UNPAID OBI.[ ..tom.AGAINST THE CITY• RENTON,AND THAT I AM - A •�•ter TO A, - C AND CERTIFY TO SAID CLAIM Sl• , CONTRACTOR REQUESTS TO PICK UP CHECKS WHEN READY:DO NOT MAIL 'Noe vrt►' • Rainier Ave S. Phase 1:Shattuck Ave. 5. Stormwater Bypass • Progress Payment #: 8-Final 4i!' 4- '• r-`'— '"'` - Cutoff Date: 5/31(2010 •Ni`1 PW#: CAG 09-125 Fed Aid#: ARRA-0167(044) Contract Name: Rainier Ave.S.Phase 1:Shattuck Ave.S.Stormwater Bypass Contractor: Pivetta Brother's Construction Awarded Contract Amount $1,450,608.98 Notice to Proceed Date: 23-Sep-09__ Current Contract Amount $1,541,084.41 Contract Duration: 137 Contract Completion Date: 5-May-10 Pay Period: 1-May-10 to 31-May-10 'Comments • Current Previous Paid to Date %Complete Estimate Amount A.Contract Item Work �____` -- $47,409.62 $1,500,967.17 __$1,548,376_79 95.65% B.Sales Tax ___ _ $562.23 $2,550.80 _ $3,113.03 Y C.Total Amount Due(A+B) $47,971.85 $1,503,517.97 $1,551,489.82 • : . . . • D.Less Retaiange(5%of A) • $2,370-48 $75,048.35 $77,418.83 , -; . E.Payment to Contactor(C-D) I $45,601.37_I $1,428,469.62 I $1,474,070.99 I 95.65% I hereby certify that this is a true and coned estimate;that the work was actuafy peformed and material 'furnished;that all required documents have been provided;and that the amount is just and due me. Contractor Date • Reviewed by. CP6t1 Date: /U Resident eer 3 Brad Wheeler Approved By. Ips` �/! . - • Date: 6./3/1 COR Project Manager . Rob Lochrnilter,PE Approved By:\ �'^' UV Dale: S \k O PBC Project Manager(\, Watty Gayton • .4. . . me — • . ; leiz"4e. e el8 fee eg4e e _te :g.'8'',L7s. f.-.. at atzt ea,lae It eie 8sgs.sEis 1Ph6."illgillEg Ili°41111"8 LI :.18. 8.8. gr-lig12.81”28.E48fg .`=&. iirlairlit,88, I 2§21'§HgaZ Pg1",-AgggRi s.8,0 Gu.41 xpl oixxi;-2,1v . 1 „ . - . . 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NNNNM V8888818888 S. oi000c$. -ro 1 o0 88SS m i gr • m•—....:4-- E o S E E $ 1 i R g 1 s 4 R I1 I R I pp 1 OS tS-238ISONw R1lb COm rjOmno ] N NN`' yN; w `4NN 851 2m88iS�� f .o� 000: 4o W y b.N y .4 y. M 0m Y N .40N N tt ,h k JW.V f/JJ WIJ JJ 5.-.1.,jjj N'm R) jt! 1 la i E 0 I v o • 2 U I4 p oIo oU O m V 0..0.- o id b ' n1"..."o � Q. C U ID 6 o O— • W O 8 �cUU4� .�'� OE m 9 � J 3 ; CO7moa70 big Ec �n W c� 0 J! tai��IU1! ' v. r = o—' Bc'S q-0g mmzop 3 jeh 9 =ae �[y a'= i �L O m C ,~Cp 9 S WIZ E m E l�F � g F ,-m&l(.)`s t 2.t ..6,- U J v�(=W W ‹c2,0,7,6 mgb m m m UE a- <G-U.O: Q¢-,O'f S - cmwl a� CC— zQ: 0 >Z< oh JZ< i F1 C um`m•�Ia VSV'g'DSy, Q4a m o. OW'g'Q°- �wQi- ii J 9D e` y V O W L W G m mg.~}-F 010LUW g J O$ m QNN 1r W 7 QNNN O W W °g{� 0 'aaa0$naE � r-¢z O cru_ rn +-2z m ,-¢z tilts a 01;,4.....---ja 0 o Nur0' NOW ���srar�o� State of Washington Reg.No.: 4 £ Department of Revenue Audit Procedures&Administration Date: ° PO Box 47474 ��rasr Olympia,Washington 98504-7474 NOTICE OF COMPLETION OF PUBLIC WORKS CONTRACT From: DEPARTMENT USE ONLY City of Renton Assigned To Tracy Schuld 1055 South Grady Way Date Assigned Renton,WA 98057 Notice is hereby given relative to the completion of contract or project described below. Description of Contract Rainier Ave South(SR 167)Improvement Project Phase 1:Shattuck Ave South Stormwater Bypass Contractor's Name Pivetta Brothers Construction Inc. Telephone No.(253)862-7890 Contractor's Address 1812 Pease Avenue,Sumner,WA 98390 Date Work Commenced Date Work Completed Date Work Accepted September 23,2009 June 2,2010 July 12,2010 Surety or Bonding Co. Kibble and Prentice,Attn: Steve Palmer Agent's Address 601 Union Street Ste 1000,Seattle WA 98101 Contract Amount: $1,449,312.00 Amount Disbursed: $1,474,070.99 Additions or Reductions: $99,064.79 Amount Retained: $77,418.83 Sales Tax: $3,113.03 Total: $1,551,489.82 Total $1,551,489.82 By (Disbursing Officer) Phone No: • The Disbursing Officer must complete and mail THREE copies of this notice to the Department of Revenue,Olympia,Washington 98504- 7474,immediately atter acceptance of the work done under this contract NO PAYMENTS SHALL BE MADE FROM RETAINED FUND until receipt of Department's certificate,and then only in accordance with said certificate. FORM REV 31 0020(12-92) HADivision.s1TRANSPORTAP.DESIGN.ENG\Rob\Shattuck-Construction\Coseontt730.6-D02 Dept of Revenue Notice of Completiondoc INV *1110 Department of Labor and industries Request for Contract Release Contract Release PO Box 44274 , Olympia,WA 98504-4272 —s' NOTICE OF COMPLETION OF PUBLIC WORKS CONTRACT Do not pay retained funds until you have Department of Labor and Industries approval Contractor's Tax Registration No.(UBI No.)600 522 209 Date: From: Name&Address of Public Agency Department Use Only City of Renton Assigned To: 1055 South Grady Way Renton,WA 98057 Date Assigned: Notice is hereby given relative to the completion of contract or project described below Project Name/Description of Project: Contract Number: Rainier Ave South(SR 167)Improvement Project Phase 1:Shattuck Ave CAG 09-125 South Stormwater Bypass Contract Amount $1,450,608.98 Retained Amount $77,418.83 Contractor's Name: Telephone Number: Pivetta Brothers Construction Inc. 253-862-7890 Contractor's Address: 1812 Pease Avenue,Sumner,WA 98390 Date Contract Awarded: Date Work Commenced: Date Work Completed: Date Work Accepted: August 3,2009 September 23,2009 June 2,2010 Surety or Bonding Company: • Kibble and Prentice,Attn:Steve Palmer Agent's Address: 601 Union Street Ste 1000,Seattle WA 98101 Please list Subcontractors below: Continue Subcontractors list on other side. Subcontractor's Name UBI Number: Apply A Line,Inc. 600 553 941 American Pride Corp.DBA Fortner Trucking 602 643 008 Evergreen Concrete Cutting,Inc. 601 605 667 Northwest Asphalt,Inc. 601 556 048 Disbursing Officer Comments: Contact Name: Phone Number: Email Address: The Disbursing Officer must complete and submit this notice to the Department of Labor and Industries immediately after acceptance of the work done under this contract. Mail this notice to Department of Labor and Industries,Contract Release,PO Box 44274,Olympia,WA 98504-4274,or fax to(360)902-6897 or e-mail to ContractRelease@lni.wa.gov. NO PAYMENT SHALL BE MADE FROM RETAINED FUNDS until receipt of the Department's certificate of release, and then only in accordance with the certificate. F215.038-000 Request for Contract Rafe 09-2009 l woe For assistance contact Contract Release at(360)902-5360. Please list Subcontractors below: Subcontractor's Name UBI Number: Out West Landscaping&Irrigation Inc. 601 297 628 Signal Electric Inc. 173 005 578 Signature Survey&Mapping,PLLC 602 742 354 Wilson Concrete Construction,Inc 602 168 956 North Creek Environmental LLC 602 904 780 .TKA Enterprises Inc. 601 776 193 K&S McCann Trucking LLC 602 329 708 Cascade Channel&Grouting 601 426 821 Drain Pro Inc. 602 740 534 Brundage Bone Concrete Pumping, Inc. 600 630 026 Pyramid Grinding LLC 602 778 944 F215-038-000 Request for Contract Release 09-2009 0,40, ,ftior AMENDS NOTICE TO PRIME DATED 11-13-09 TO CORRECT PRIME November 25, 2009 f ii 3 0 VIA CERTIFIED MAIL ;-iECEv EL PIVETTA BROTHERS CONSTRUCTION °`` cL FR('s 1812 PEASE AVE Sumner, WA 98390 To Whom it May Concern: We are advised that you are the prime contractor for improvement of the property situated at or near the following address: CONT #ARRA-0167(044) JOB #2009*212 SHATTUCK BTWN S 4TH PL & S 7TH ST, Renton, WA. This is to notify you that on or about 10/30/2009, MCCAIN INC has commenced or will commence to deliver materials to be used upon the real property and all improvements being constructed by you at the above address. These materials, supplies or rented equipment were ordered by SIGNAL ELECTRIC and consist of all materials and supplies necessary to provide TRAFFIC SIGNALS AND RELATED MATERIAL. MCCAIN INC is required by law to furnish this notice to the prime contractor on all projects to which it delivers materials, supplies or rented equipment to give notice that in the event of non- payment of its account, you and your payment bond will be held for payment and/or a lien against retained percentage may be claimed. This notice is not in itself such a claim, nor does it imply in any way that a claim may be necessary. It is sent only because MCCAIN INC is required to do so by statute. ry truly yours, 4 Nancy Hannify MCCAIN INC 2365 OAK RIDGE WAY VISTA, CA 92081 Telephone: (760) 727 - 8100 Reference: SIGNAL-42041/S1078-0047 - SO#1079420 PO#14177-42041 0 r vi a( ` j cac l Sc-Cut ( el0 LC ; CAL-,-6-)q IzS- tow Project: CONT#ARRA-0167(044) JOB #2009*212 SHATTUCK BTWN S 4TH PL& S 7TH ST Renton, WA Reference: SIGNAL-42041/S1078-0047 - SO#1079420 PO#14177-42041 Distribution: (Via Certified Mail) CITY OF RENTON 1055 S GRADY WAY Renton, WA 98055 PIVETTA BROTHERS CONSTRUCTION 1812 PEASE AVE Sumner, WA 98390 SIGNAL ELECTRIC PO BOX 6209 Kent, WA 98064-6209 love l rr '" Ci 1/ 6 i011 November 13, 2009 •CL EPK'S VIA CERTIFIED MAIL PIVETTA BROTHERS CONSTRUCTION 1812 PEASE AVE Sumner, WA 98390 To Whom it May Concern: We are advised that you are the prime contractor for improvement of the property situated at or near the following address: CONT #ARRA-0167(044) JOB #2009-212 SHATTUCK BTWN S 4TH PL& S 7TH ST, Renton, WA. This is to notify you that on or about 10/30/2009, MCCAIN INC has commenced or will commence to deliver materials to be used upon the real property and all improvements being constructed by you at the above address. These materials, supplies or rented equipment were ordered by SIGNAL CONSTRUCTION GROUP LLC and consist of all materials and supplies necessary to provide TRAFFIC SIGNALS AND RELATED MATERIAL. MCCAIN INC is required by law to furnish this notice to the prime contractor on all projects to which it delivers materials, supplies or rented equipment to give notice that in the event of non- payment of its account, you and your payment bond will be held for payment and/or a lien against retained percentage may be claimed. This notice is not in itself such a claim, nor does it imply in any way that a claim may be necessary. It is sent only because MCCAIN INC is required to do so by statute. Very truly yours, Nancy Hannify MCCAIN INC 2365 OAK RIDGE WAY VISTA, CA 92081 Telephone: (760) 727 - 8100 Reference: SIGNAL-42041/S1078-0047 - SO#1079420 PO#14177-42041 �J v k9Wel l . 1�Ccf (. � • C A6 oci-i z 5� 4clz ru,/(6` lye Project: CONT#ARRA-0167(044) JOB #2009*212 SHATTUCK BTWN S 4TH PL & S 7TH ST, Renton, WA Reference: SIGNAL-42041/S1078-0047 SO#1079420 PO#14177-42041 Distribution: (Via Certified Mail) CITY OF RENTON 1055 S GRADY WAY Renton, WA 98055 PIVETTA BROTHERS CONSTRUCTION 1812 PEASE AVE Sumner, WA 98390 SIGNAL CONSTRUCTION GROUP LLC P.O. BOX 1060 Woodburn, OR 97071 EXECUTIVE DEPARTMENTD a City°f ,LLY MEMORlm ANDUM DATE: September 3, 2009 TO: Robert Lochmiller, PW-Transportation FROM: JM Cindy Moya, Records Management Specialist SUBJECT: CAG-09-125— Pivetta Brothers Construction, Inc. The attached original documents have been fully executed and are being returned to you. Please transmit the original to the contractor and retain a copy for your file. The City Clerk has retained an original for the file. Thank you! Attachment h:\cityclerk\records specialist\correspondence &memos - cindy\fully executed contract memo.doc Y �� AJLS - City Clerk City Clerk Number Checklist U-6 Select One: IXI Contract I Permit Lease Agreement Contract Type (assigned by City Clerk) Staff Name: Robert Lochmiller Extension: 7303 P(,4J oru„,. Department/Division: EDEN Transportation Systems Division Approval Queue: Addendum Number: to City Clerk Number: (if applicable). Contract Class: Receivable IXI Payable I Grant I I Misc. (no$) Expiration Date: Contractor Name: Pivetta Brothers Construction, Inc. Short Description: Rainier Ave S(SR 167) Improvement Project Phase 1: Shattuck Ave S. Stormwater Bypass Full or Additional Description: IXI Legal Review(attach memorandum from City Attorney) CITY OF RENTON X Risk Management review for insurance (attach memorandum from Risk Management) IX' Insurance certificate and/or policy(attach original) SEP 0 12009 I I ResponselegalManagement (explain, writing, ) CEIVED to or Risk concerns ex lain, in how concerns have been L RK'S OFFICE X Performance bond and verification memo from staff(for Public Works contracts only) IX! Federal excluded parties list verification (Website: www.epls.gov;attach printout of search results) X City business license number: 008489 Check EDEN or ask Finance Department. I I Accounts payable W-9 vendor form (obtain if not already on file with Finance Dept.) Submitted contracts are signed by contractor: AXI Yes I I No If not, provide explanation below. Fiscal Impact: X Expenditure or I I Revenue Amount Budgeted: Amount: $ 1,450,608.98 (line item;see below*): $ 1,745,000 Prior Council approval via agenda bill process required if: (see policies 250-02 and 800-12) X Contract or addendum is$20,000 or over(non-Public Works)or$30,000 or over(Public Works). *Contract expenditure amount exceeds budgeted amount;fund transfer needed. I Addendum is for the second and additional time extensions. Interlocal Agreement(most Interlocal Agreements require Resolutions) Date of Council Approval: Resolution Number: Contractor determined via: Phone Bid/Written Quote I I CFB Ad (if applicable) (if applicable) I I Consultant Roster RFP/SOQ Ad I Application — Sole Source August 3, 2009 Key words for City Clerk's electronic card file: Shattuck Ave South, Pivetta Brothers, Rainier Avenue Revised 07/23/2008 August 3, 2009 „,,,.* Renton City Council Minutes "lied Page 228 CONSENT AGENDA Items listed on the consent agenda are adopted by one motion which follows the listing. Mayor Law removed Item 8.i.from consideration for further administrative review. At the request of Councilmember Persson, Item 8.m. was removed for separate consideration. Council Meeting Minutes of Approval of Council meeting minutes of 7/20/2009. Council concur. 7/20/2009 CAG: 09-125, Rainier Ave S(SR City Clerk reported bid opening on 7/17/2009 for CAG-09-125, Rainier Ave. S. 167) Improvements Project, (SR 167) Improvements Project, Phase I -Shattuck Ave. S. Stormwater Bypass; Phase I-Shattuck Ave S 11 bids; engineer's estimate $1,646,996.35; and submitted staff Stormwater Bypass, Pivetta recommendation to award the contract to the low bidder, Pivetta Brothers Brothers Construction Construction, Inc., in the amount of$1,450,608.98. Council Concur. City Clerk: Quarterly Contract City Clerk submitted quarterly contract list for period of 4/1/2009 through List,4/1/2009 to 6/30/2009 6/30/2009 and expiration report for agreements expiring 7/1/2009 to 12/31/2009. Information. City Clerk: 2009 Renton City Clerk reported the official population of the City of Renton as of 4/1/2009 Population to be 83,650 as calculated by the State of Washington Office of Financial Management. Information. Court Case: EvergreenBank, Court Case filed by EvergreenBank, represented by Michael D. Bohannon, Foreclosure of Property on Attorney, regarding foreclosure of property located on Rainier Ave. N. Refer to Rainier Ave N City Attorney and Insurance Services. Annexation: Earlington,80th Community and Economic Development Department recommended a public Ave S&S 134th St hearing be set on 8/17/2009 to consider the proposed Earlington Annexation and zoning of approximately 100.81 acres located east of 80th Ave. S. and north of S. 134th St. Council concur. CED: Legislative Consulting Community and Economic Development Department recommended approval Services, Doug Levy of a contract in the amount of$51,800 with Doug Levy for legislative consulting services for 2009-2010. Refer to Finance Committee. Community Services: High Community Services Department recommended waiving the 2009-2010 high School Golf Course Team Fee school golf team fees in the amount of$13,895 for Renton, Hazen, and Waivers Lindbergh High Schools in exchange for golf course maintenance services. Refer to Finance Committee. CAG:08 132, City Hall Human Community Services Department submitted CAG 08 132,City Hall Human Resources Office Remodel, - . - - - • -- -- ; - - - - - -- - - - -- - - - , Straightline Construction authorization for final pay estimate in the amount of$104.50,commencement of a 60 day lien period, and release of retained amount of$9,173.70 to the Washington State Department of Revenue per Notice and Order to Withhold - -- _ - _ •-- -- contractor, if all required releases are obtained. Council concur. Lease: LSI Logic Corporation, Community Services Department recommended approval of an amendment to 200 Mill Bldg(3rd Floor), the lease with LSI Logic Corporation (LAG-00-002)for the 3rd floor of the 200 LAG-00-002 Mill Building to reduce their amount of leased space and extend the lease on a month-to-month basis. Expenditure required: $1,800. Refer to Finance Committee. ;ITY OF RENTON COUNCIL AGENDA Bi Al it Submitting Data: For Agenda of: Dept/Div/Board.. AJLS/City Clerk August 3, 2009 Staff Contact Bonnie Walton Agenda Status Consent X Subject: Public Hearing.. Bid opening on July 17, 2009, for CAG-09-125, Correspondence.. Rainier Ave. S. (SR 167) Improvements Project, Phase 1 Ordinance —Shattuck Ave. S. Stormwater Bypass Resolution Old Business Exhibits: New Business Staff Recommendation Study Sessions Bid Tabulation Sheet (11 bids) Information Recommended Action: Approvals: Legal Dept Council concur Finance Dept Other Fiscal Impact: Expenditure Required... $1,450,608.98 Transfer/Amendment Amount Budgeted $ Revenue Generated Total Project Budget $1,745,000 City Share Total Project.. SUMMARY OF ACTION: Engineer's Estimate: $1,646,996.35 In accordance with Council procedure, bids submitted at the subject bid opening met the following three criteria: There was more than one bid,the low bid was within the project budget, and there were no irregularities with the low bid. Therefore staff recommends acceptance of the low bid submitted by Pivetta Brothers Construction, Inc. in the amount of $1,450,608.98. STAFF RECOMMENDATION: Accept the low bid submitted by Pivetta Brothers Construction, Inc. in the amount of $1,450,608.98. CITY OF RENTOM *4111110 JUL 2 3 2009 PUBLIC WORKS DEPARTMENTCit of p ehtonRECENED CITY CLERK'S°FMB MEMORANDUM DATE: July 22, 2009 TO: Bonnie I. Walton, City Clerk FROM: Bob Hanson, Transportation Design Supervisor, x7223 STAFF CONTACT: Rob Lochmiller, Transportation Project Manager, x730 at_ SUBJECT: Rainier Avenue South (SR 167) Improvements Project Phase 1: Shattuck Avenue South Stormwater Bypass, CAG-09-125 The Transportation Systems Division recommends that the Rainier Avenue South (SR 167) Improvements Project Phase 1: Shattuck Avenue South Stormwater Bypass contract in the amount of$1,450,608.98 be awarded to Pivetta Brothers Construction, Inc., 1812 Pease Avenue, Sumner, WA 98390. There were eleven bids submitted and there were no irregularities in the low bid. The low bid is within budget. The contract provides for installation of approximately 1,150 feet of 48-inch diameter storm pipe in Shattuck Avenue South from the intersection of South 4th Place, underneath the BNSF Railway, to the intersection of South 7th Street. The work includes but is not limited to: clearing and grubbing, removal of structures and obstructions, roadway excavation, removal of unsuitable materials, grading, paving, sidewalk, curb and gutter, installation of storm sewer structures, relocation of sanitary sewers, relocation of water services, street lighting, installation of traffic safety features, channelization, and landscaping. The project's 317 fund (2009) has budgeted a total of$1,745,000 for construction of Phase 1, which is part of TIP#3, Rainier Avenue Improvements—Grady Way to S 2nd Street. This phase of the project is funded by a $2,000,000 federal grant for construction costs and construction management service. The lowest bid submitted by Pivetta Brothers Construction fell under the engineer's estimate of $1,646,996.35, with a difference of$-196,387.37 (11.9%). We feel this bid is a fair representation of the amount of work associated with this project and we are requesting Council Concur with this recommendation. Attachments: TIP#3 Bid Tab cc: Peter Hahn,Deputy PW Administrator—Transportation Robert Lochmiller,Transportation Project Manager Derek Akesson,Design Project Manager File h:\division.s\transpor.tat\design.eng\projects\t12703-rainier ave-grady way to s.2nd st\ted 40_xxxx(rainier ave.-Shattuck storm bypass)\city\city clerk memo recommend contract award.doc 000 oo Wr✓ rin � oc> Q -J roo o M o0 c N N M d CN meV N N N Q• CC Y a) N U C .OU wOCO @0 Cn — - . c . 0 17 1 - co uCi NOO (0 L OL -a Nr I to a) Y ` N v 0 O C 7 cf) CO Q n0 r w C N E o o r Co C o 0 0 0a) D L LL a o V) o .c Cr) E O N I 1- bo eam n- O ON .� M CO Z C 12 M a) Cn C E C O CD O O O 300 00V O O E Co > M N E c0 N 3 c' U N O co ac) 0 0 0 i 0 ,,,°.- 17) a — `o d o Corn w 00 0 0 000 0 0 0 c o f o0 o L U)OO C) 0 0 Ef3 ON 3 p O `p a) CO s- 0 L h N- NUnO C) O u Cn as N C N U 'O • N O N N d' CD O O O N as a) C N C p a) > C O r to Un O N- C) co Un O 0 ii To . co N a) 7 0 IL ,, N ti d' N '-f CO { N N U -0 M d G rn L 0 O CO 'O n a) 'O O CO a` o c co E 0 -Op C 0 CC) - m o0 w r c .c o c .? 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N o a 0 CO J 4 N 0) I o co Q m `m L In 4 w U d a z c N NN O (3 ,OO O N CO • C 19 00 J lip 7 r 4 O Q 10 (h 0^0 N O CC O H (y 00 `- ▪ C O 0 to N V' <- • coo F C N N N CO CO y 0Q N N C CO H y- W U o o > a v. U) 03 c'))10 I- > I 0 Q v o CO . m o CO +U+ C N Cco co co n O O <- O co C • — O N R N O r alp H N (O 0 N n O CO O <n O co U CD0 N O al • O d O w i Q �� U Q. N to a u) ca C 1- F- 03 H v _, • Wcsi to co •—O .0 J C') N (D L as F 0 Oas a) CT _ 4.+ N 0)c m R W 2 O Cfl 1.1. C co ,+ W W U c7 1.r G a . UL Q z E Cl) Z w o m o o ro o > > i- o m > r F 3 c Q f- 7 C a) O o 0 m CI To 0 2 E a a) 0 o p in Z rn O o a 0 N E est N 0 a o ?• E W E o C7 O., -) 0 0c 0 Q O J W J CD U cc U O o Cr rn = Z w o f Z a) m T N N U R TiiC m p Ch d E> 2 C N '� C .O C w = ro r a U m w 1- a NalOde '441.011110e CITY ATTORNEY c��y.�.r =mss t2 lr La MEMORANDUM DATE: September 1, 2009 TO: Robert Lochmiller,Transportation Design FROM: Mark Barber,Senior Assistant City Attorney (425) 255-8678 SUBJECT: Rainier Ave S (SR167) Improvement Projects: Phase 1— Shattuck Ave S Stormwater Bypass Project No. CAG-09-125 I have reviewed the above-referenced contract and it is approved as to legal form. h:\02 mark\public works--contracts and agreements\2009-09-01 memo to robed lochmiller approving contract no.cag- 09-125.doc lommie PUBLIC WORKS DEPARTMENTp eCity of n�0n MEMORANDUM DATE: August 19, 2009 TO: Larry Warren, City Attorney FROM: Robert Lochmiller, Transportation Design SUBJECT: Rainier Ave S(SR 167) Improvement Projects: Phase 1— Shattuck Ave S Stormwater Bypass, CAG 09-125 Attached you will find a copy of the signed contract documents for Rainier Ave S (SR 167) Improvement Projects: Phase 1—Shattuck Ave S Stormwater Bypass. Please review the documents and verify as to legal form. The insurance certificate has been sent to Risk Management to review. If you have any questions,please give me a call, 430-7303 Attachment 406 , h:\division.s\transporetat\design.eng\rob\shattuck\correspondance\city\memo for legal review 090819.doc %We '44.11101e .11 • C CD tri 'a co 9. coC^.) .i 74. OD C, 0 o Sag et ui `5- eS a r 9 N ? o cn u, 3 rr Cr`1-1 cz n xfi ►r- -n I z 0 o CZ tn <7- �--J r-7 k City of Renton Contract Documents for Rainier Ave S (SR 167) Improvements Project Phase 1: Shattuck Ave S Stormwater Bypass III. PROJECT PROPOSAL Project: Rainier Ave S (SR 167) Improvements Project Phase 1: Shattuck Ave S Stormwater Bypass Project No. CAG-09-125 Company: Pivetta Brothers Construction, Inc. Address: 1812 Pease Avenue Summer WA 98390 Phone No: 253-862-7890 Fax No: 253-470-50X Bid Amount: $ 11460,1ocf \$ Page 17 III. Project Proposal Provided to Builders Exchange of WA, Inc. For usage Conditions Agreement see www.bxwa.com-Always Verify Scale BIDDER'S CHECKLIST 1. / PROJECT PROPOSAL COVER SHEET 2. " BIDDER'S CHECKLIST 3. PROPOSAL FORM 4. V SCHEDULE OF PRICES 5. ✓ ACKNOWLEDGEMENT OF RECEIPT OF ADDENDA 6. V BID BOND FORM 7. V CERTIFICATION FOR FEDERAL-AID CONTRACTS 8. v CERTIFICATION OF EQUAL QU L EMPLOYMENT OPPORTUNITY / REPORT 9. V NON-COLLUSION DECLARATION 10. V NON-COLLUSION AND DEBARMENT AFFIDAVIT 1 I. ASSIGNMENT OF ANTITRUST CLAIMS 12. V MINIMUM WAGE AFFIDAVIT FORM 13. DISADVANTAGED BUSINESS ENTERPRISE UTILIZATION / CERTIFICATION 14. V SUBCONTRACTOR LIST FORM The above documents must be executed by the Contractor's President, Vice-President, and Secretary if corporation by-laws permit. All pages must be signed. In the event another person has been duly authorized to execute contracts, a copy of the corporation minutes establishing this authority must be attached to the bid document. Rainier Ave S(SR 167)Improvements Project Bidder's Checklist Phase 1: Shattuck Ave S Stormwater Bypass July 2009 Page 18 Bidder's Checklist Provided to Builders Exchange of WA, Inc. For usage Conditions Agreement see www.bxwa.com-Always Verify Scale CITY OF RENTON Rainier Ave S (SR 167)Improvements Project Phase 1: Shattuck Ave S Stormwater Bypass Federal Aid Number: ARRA-0167(044) PROPOSAL TO THE CITY OF RENTON RENTON, WASHINGTON Ladies and/or Gentlemen: The undersigned hereby certify that the bidder has examined the site of the proposed work and has read and thoroughly understands the plans,specifications,and contract governing the work embraced in this improvement, and the method by which payment will be made for said work,and hereby propose to undertake and complete the work embraced in this improvement,or as much thereof as can be completed with the money available,in accordance with the said plans, specifications and contract, and the following schedule of rates and prices. (Note: Unit prices for all items,all extensions, and total amount of bid shall be shown. Show unit prices in figures only.) Printed Name: 'vetta Bro�ts •. truction. Inc. Signature: I Address: 1812 Peace Avenue Sumner WA 98390 Names of Members of Partnership: Or Name of President of Corporation Mark Pivetta Name of Secretary of Corporation Mark Pivetta Corporation Organized under the laws of Washington with main office in State of Washington at 1812 Pease Ave Sumner WA 98390 Rainier Ave S(SR 167)Improvements Project Proposal Phase 1: Shattuck Ave S Stormwater Bypass July 2009 Page 19 Proposal Provided to Builders Exchange of WA, Inc. For usage Conditions Agreement see www.bxwa.com-Always Verify Scale SCHEDULE OF PRICES UNIT PRICES FOR ALL ITEMS,ALL EXTENSIONS AND TOTAL AMOUNT OF BID SHALL BE SHOWN. ALL ENTRIES SHALL BE WRITTEN IN INK OR TYPED TO VALIDATE BID. (NOTE:SHOW PRICE PER LINT IN FIGURES ONLY.RGURES WRITTEN TO THE RIGHT OF THE DOT(DECIMAL)IN THE PRICE PER UNIT COLUMN SHALL BE INTERPRETED AS CENTS) PRICE PER ITEM ITEM SPEC. UNIT TOTAL UNIT TOTAL AMOUNT NO. NO. QUANTITY DOLLARS (DOLLARS) SCHEDULE A 1 MINOR CHANGE 1-04 CALC 1 $ 5,000.00 $ 5,000.00 2 CONTRACTOR SUPPLIED SURVEYING 1-05 L.S. 1 CI,WO.00') q1,COO.C,O 3 SPCC PLAN 1-07 L.S. 1 450.013 Li-5C.G0 4 ARCHAEOLOGICAL AND HISTORICAL 1-07 EST. 1 $ 25,000.00 $ 25,000.00 SALVAGE PEDESTRIAN CONTROL AND �� l 5 PROTECTION 1 07 L.S. 1 ,000` 6 HIGH VISIBILITY FENCE 1-08 L.F. 87 10.00 522 cc, 7 MOBILIZATION 1-09 L.S. 1 +01 I 000,00 II(XX).OD 8 PROJECT TEMPORARY TRAFFIC 1-10 L.S. 1 CONTROL 12, I2,5bo.co 9 UTILITY POTHOLING 1-17 EST. 1 $ 25,000.00 $ 25,000.00 10 RESOLUTION OF UTILITY CONFLICTS 1-17 EST. 1 $ 50,000.00 $ 50,000.00 11 CLEARING AND GRUBBING 2-01 ACRE 0.03 3co_pC, Ili rEO 12 ROADSIDE CLEANUP 2-01 EST. 1 $ 10,000.00 $ 10,000.00 13 REMOVAL OF STRUCTURES AND 2-02 L.S. 1G OBSTRUCTION 2-5,000,00 'Ls,000. 14 REMOVING CEMENT CONC.SIDEWALK 2-02 S.Y. 328 3,CO 9 .00 Rainier Ave S(SR 167)Improvements Project Schedule of Prices,Addendum No.3 Phase 1:Shattuck Ave S Stormwater Bypass Page I of 8 July 2009 Page 3 Schedule of Prices Provided to Builders Exchange of WA, Inc. For usage Conditions Agreement see www.bxwa.com-Always Verify Scale • SCHEDULE OF PRICES UNIT PRICES FOR ALL ITEMS,ALL EXTENSIONS AND TOTAL AMOUNT OF BID SHALL BE SHOWN. ALL ENTRIES SHALL BE WRITTEN IN INK OR TYPED TO VALIDATE BID. (NOTE:SHOW PRICE PER UNIT IN FIGURES ONLY.FIGURES WRITTEN TO THE RIGHT OF THE DOT(DECIMAL)IN THE PRICE PER UNIT COLUMN SHALL BE INTERPRETED AS CENTS) ITEM SPEC. TOTAL PRICE PER TOTAL AMOUNT NO. ITEM NO. UNIT QUANTITY UNIT (DOLLARS) DOLLARS SCHEDULE A REMOVING ASPHALT CONC. 15 PAVEMENT 2-02 S.Y. 2,869 ,3 14, 34e-.) OCA REMOVING CEMENT CONC. CURB AND 5 Z 16 GUTTER 2-02 L.F. 450 2 r 17 ABANDON AND FILL STORM DRAIN 2-02 L.F. 480 PIPE 11.00 5, •2 0.ob 18 REMOVING CHAIN LINK FENCE 2-02 L.F. 60 b gt00 03 19 SAWCUTTING 2-02 L.F. 2,830 2,00 5 idcO CO 20 ROADWAY EXCAVATION INCL. HAUL 2-03 C.Y. 1,024 14 oe 14-, 3lo.o ABANDONMENT OF MONITORING 21 WELLS 2-05 EACH 3 1,5e0 4, 06bG 22 STRUCTURE EXCAVATION CLASS A 2-09 C.Y. 113 INCL. HAUL 14.6t) 1,632 c' 23 SHORING OR EXTRA EXCAVATION CL. 2-09 L.S. 1 24 STRUCTURE EXCAVATION CLASS B 2-09 C.Y. 4,977 INCL. HAUL 14 C(9 109,kil g.bo 25 SHORING OR EXTRA EXCAVATION 2-09 S.F. 19,246 ZC� g11 5C CLASS B I 26 CONSTRUCTION GEOTEXTILE FOR 2-12 S.Y. 4,563 SEPARATION 4.00 1S Il-G/Z co 27 CRUSHED SURFACING TOP COURSE 4-04 TON 949 r1.00 IkD,1 3 Ob. 28 PLANING BITUMINOUS PAVEMENT 5-04 S.Y. 1,560 l sS 0 5, Lil,o0.DO Rainier Ave S(SR 167)Improvements Project Schedule of Prices,Addendum No.3 Phase 1:Shattuck Ave S Stormwater Bypass Page 2 of 8 July 2009 Page 4 Provided to Builders Exchange of WA, Inc. For usage Conditions Agreement see www.bxwa.com-Always Verify Scale SCHEDULE OF PRICES UNIT PRICES FOR ALL ITEMS,ALL EXTENSIONS AND TOTAL AMOUNT OF BID SHALL BE SHOWN. ALL ENTRIES SHALL BE WRITTEN IN INK OR TYPED TO VALIDATE BID. (NOTE:SHOW PRICE PER UMT IN FIGURES ONLY.FIGURES WRITTEN TO THE RIGHT OF THE DOT(DECIMAL)IN THE PRICE PER UNIT COLUMN SHALL BE INTERPRETED AS CENTS) ITEM SPEC. TOTAL PRICE PER TOTAL AMOUNT NO. ITEM NO. UNIT QUANTITY UNIT (DOLLARS) DOLLARS SCHEDULE A 29 HMA CL. 1/2 IN.PG 64-22 5-04 TON 2,182 -$,00 , 10,‘co.OD 30 CEMENT CONC. PAVEMENT- 5-05 C.Y. 18 INCLUDING DOWELS 400.00 1.1.0D,bO 31 CONC.CLASS 4000 FOR FOUNDATION 6-02 C.Y. 95 2ltc 00 20,CJ'o.co 32 ST. REINF. BAR FOR FOUNDATION 6-02 LB. 9,322 2.60 I%(t,.o4 .o 33 UNDERDRAIN PIPE 6 IN.DIAM. 7-01 L.F. 220 S.00 Li(.00.03-0 34 TESTING STORM SEWER PIPE 7-04 L.F. 1,686 2Da 5,S1-L O( 35 CORRUGATED POLYETHYLENE STORM 7-04 L.F. 432 2k.VG SEWER PIPE 12 IN. DIAM. t l,Z ")... 0 36 CORRUGATED POLYETHYLENE STORM 7-04 L.F. 39 SEWER PIPE 18 IN. DIAM. 3(c•03 t bq.OQ 37 CORRUGATED POLYETHYLENE STORM 7-04 L.F. 1,139 ` SEWER PIPE 48 IN. DIAM. 1�.1�0 1g2,2Aa.U3 38 DUCTILE IRON STORM SEWER PIPE 12 7-04 L.F. 81 IN. DIAM. 1S° � 31S:co 39 CONCRETE INLET 7-05 EACH 4 CISO.03,s co. 40 CATCH BASIN TYPE 1 7-05 EACH 9 q50 to 5,556.06 41 CATCH BASIN TYPE 2 48 IN. DIAM. 7-05 EACH 3 2., o.oo 1,5m.c 42 CATCH BASIN TYPE 2 72 IN. DIAM. 7-05 EACH 1 y,000 C(` 41ct() Rainier Ave S(SR 167)Improvements Project Schedule of Prices,Addendum No.3 Phase 1:Shattuck Ave S Stormwater Bypass Page 3 of 8 July 2009 Page 5 Provided to Builders Exchange of WA, Inc. For usage Conditions Agreement see www.bxwa.com-Always Verify Scale w SCHEDULE OF PRICES UNIT PRICES FOR ALL ITEMS,ALL EXTENSIONS AND TOTAL AMOUNT OF BID SHALL BE SHOWN. ALL ENTRIES SHALL BE WRITTEN IN INK OR TYPED TO VALIDATE BID. (NOTE:SHOW PRICE PER UNIT IN FIGURES ONLY.FIGURES WRITTEN TO THE RIGHT OF THE DOT(DECIMAL)IN THE PRICE PER UNIT COLUMN SHALL BE INTERPRETED AS CENTS) ITEM SPEC. TOTAL PRICE PER TOTAL AMOUNT NO. ITEM NO. UNIT QUANTITY UNIT (DOLLARS) DOLLARS SCHEDULE A 43 CATCH BASIN TYPE 2 84 IN. DIAM. 7-05 EACH 7 Gj cop 0o b3,000.cLLy 44 CATCH BASIN TYPE 2 84 IN.DIAM.WITH 7-05 EACH 212,000,C(> Z�I�p 00 CASING 45 ABANDON EXISTING MANHOLE 7-05 EACH 2 LE(o2 to cati..06 46 CONNECTION TO DRAINAGE 7-05 EACH 6 520,E 3 (2Q CO STRUCTURE 47 CONNECTION TO EXISTING MANHOLE 7-05 EACH 2 5 20. 0 (,040.0o. 48 CONNECT STRUCTURE TO EXISTING 7-05 EACH 9 4e6OD 4-,0c3 ),00 PIPE 49 ADJUST MANHOLE 7-05 EACH 7 4-0 ,00 � 134-.00 50 MANHOLE 48 IN. DIAM.TYPE SANITARY 7-05 EACH 3 3.2)ou c1,151),p0 SANITARY MANHOLE EXTRA SHALLOW i ' OCA 51 TYPE C 7-05 EACH 1 I 52 ADJUST CATCH BASIN 7-05 EACH 1 (-1-15.0o 416.00 53 LOCKING SOLID METAL COVER AND 7-05 EACH 1 FRAME FOR CATCH BASIN 2-15•(70 2�5.L50 54 ADJUST VALVE BOX 7-05 EACH 8 `NO 00 2ODD 06 Mg NbP 55 DEWATERING 7-06 L.S. 1 ,, 45C000 BANK RUN GRAVEL FOR TRENCH 56 7-09 C.Y. 1,500 11 00 25 5� 00BACKFILL Rainier Ave S(SR 167)Improvements Project Schedule of Prices,Addendum No.3 Phase 1:Shattuck Ave S Stormwater Bypass Page 4 of 8 July 2009 Page 6 Provided to Builders Exchange of WA, Inc. For usage Conditions Agreement see www.bxwa.com-Always Verify Scale mow.+ ° SCHEDULE OF PRICES UNIT PRICES FOR ALL ITEMS,ALL EXTENSIONS AND TOTAL AMOUNT OF BID SHALL BE SHOWN. ALL ENTRIES SHALL BE WRITTEN IN INK OR TYPED TO VALIDATE BID. (NOTE:SHOW PRICE PER UMT IN FIGURES ONLY.FIGURES WRITTEN TO THE RIGHT OF THE DOT(DECIMAL)IN THE PRICE PER UNIT COLUMN SHALL BE INTERPRETED AS CENTS) PRICE PER ITEM ITEM SPEC. UNIT TOTAL UNIT TOTAL AMOUNT NO. NO. QUANTITY DOLLARS (DOLLARS) SCHEDULE A 57 HYDRANT ASSEMBLY 7-14 EACH 1 it 194 ao 4,(Q4 CO 58 WATER SERVICE AND CONNECTION TO 7-15 EACH 12 EXISTING MAIN 3 Z-3.Ob 4,69b*°C) 59 TELEVISION INSPECTION 7-17 L.S. 1 SC10.00 500.GG 60 TEMPORARY BYPASS PUMPING 7-17 L.S. 1 2 co 2 c5OD.CC3 61 PVC SANITARY SEWER PIPE 8 IN. DIAM. 7-17 L.F. 173 16 co t 2_lcriv3 co 62 ESC LEAD 8-01 DAY 80 150.00 i 21 oDC CO 63 PERMANENT EROSION CONTROL 8-01 S.Y. 267 BLANKET Bob. 2., 1311,-Do 64 INLET PROTECTION 8-01 EACH 21 45.00 q,i 5 Oc. 65 EROSION/WATER POLLUTION 8-01 EST. 1 $ 25,000.00 $ 25,000.00 CONTROL 66 BARK OR WOOD CHIP MULCH 8-02 C.Y. 72 5D.00 3,l4=00 Cb. 67 TOPSOIL TYPE A 8-02 C.Y. 144 Lto.GO 5 11,cb.co 68 PSIPE- ROSA RUGOSA"FRU DAGMAR 8_02 EACH 502 HATSUP" x,.00 `1,WC.06 69 PSIPE-MAHONIA NEROSA 8-02 EACH 590 (4j Do 11,2_1().00 70 PSIPE-SESLARIA AUTUMNALIS 8-02 EACH 370 E oo 21CUO co Rainier Ave S(SR 167)Improvements Project Schedule of Prices,Addendum No.3 Phase 1:Shattuck Ave S Stormwater Bypass Page 5 of 8 July 2009 Page 7 Provided to Builders Exchange of WA, Inc. For usage Conditions Agreement see www.bxwa.com-Always Verify Scale SCHEDULE OF PRICES UNIT PRICES FOR ALL ITEMS,ALL EXTENSIONS AND TOTAL AMOUNT OF BID SHALL BE SHOWN. ALL ENTRIES SHALL BE WRITTEN IN INK OR TYPED TO VALIDATE BID. (NOTE:SHOW PRICE PER WIT IN FIGURES ONLY.FIGURES WRITTEN TO THE RIGHT OF THE DOT(DECIMAL)IN THE PRICE PER UNIT COLUMN SHALL BE INTERPRETED AS CENTS) PRICE PER ITEM ITEM SPEC. UNIT TOTAL UNIT TOTAL AMOUNT NO. NO. QUANTITY DOLLARS (DOLLARS) SCHEDULE A MGUTER ENT CONC.TRAFFIC CURB AND ' �� t9,"nipc� 71 8-04 L.F. 1,206 72 CEMENT CONC.PEDESTRIAN CURB 8-04 L.F. 16 1lo co 251c 00 73 TYPE A PRECAST TRAFFIC CURB 8-04 L.F. 54 tq.b0 et-12_ oc 74 CEMENT CONC. DRIVEWAY ENTRANCE 8-06 S.Y. 88 TYPE A 4,2_.co 3,Coq to.0C) 75 CEMENT CONC. DRIVEWAY ENTRANCE 8-06 S.Y. 42 TYPES 42-CO t,1Lot.k.00, 76 CEMENT CONC. DRIVEWAY ENTRANCE 8-06 S.Y. 235 1 2 Gi �O l TYPE C ,00 77 CHAIN LINK FENCE TYPE 6 8-12 L.F. 31 lit 00 i , 00 78 END,GATE,CORNER,AND PULL POST 8-12 EACH 4 FOR CHAIN LINK FENCE ItD.Ca 54-0.00 79 MONUMENT CASE AND COVER 8-13 EACH 3 010.00 /1 000 80 ADJUST MONUMENT CASE AND COVER 8-13 EACH 2 2,15.00 550.©O 81 CEMENT CONC.SIDEWALK 8-14 S.Y. 466 3O 00 `3;els°.cc. 82 CEMENT CONC. SIDEWALK RAMP TYPE 8-14 EACH 3 516.00 t)1 54-CC) 83 CEMENT CONC. SIDEWALK RAMP TYPE 8-14 EACH 4 51$.00 -1_13t1 Oce 2A 84 CEMENT CONC.SIDEWALK RAMP TYPE 8-14 EACH 3 5 -1<6.00 1 :Th4.CO Rainier Ave S(SR 167)Improvements Project Schedule of Prices,Addendum No.3 Phase 1:Shattuck Ave S Stormwater Bypass Page 6 of 8 July 2009 Page 8 Provided to Builders Exchange of WA, Inc. For usage Conditions Agreement see www.bxwa.com-Always Verify Scale stale sloe.. SCHEDULE OF PRICES UNIT PRICES FOR ALL ITEMS,ALL EXTENSIONS AND TOTAL AMOUNT OF BID SHALL BE SHOWN. ALL ENTRIES SHALL BE WRITTEN IN INK OR TYPED TO VALIDATE BID. (NOTE:SHOW PRICE PER UNIT IN FIGURES ONLY.FIGURES WRRTEN TO THE RIGHT OF THE DOT(DECIMAL)IN THE PRICE PER UNIT COLUMN SHALL BE INTERPRETED AS CENTS) PRICE PER ITEM ITEM SPEC. UNIT TOTAL UNIT TOTAL AMOUNT NO. NO. QUANTITY DOLLARS (DOLLARS) SCHEDULE A 85 QUARRY SPALLS 8-15 TON 865 2..50 2,1 e2.5o 86 CONC.SLOPE PROTECTION WITH 8-16 S.Y. 89 C EMBEDDED ROCK 7 J. lei lob 5.OD 87 ILLUMINATION SYSTEM 8-20 L.S. 1 1611604t6,--fi .c 88 SERVICE CABINET 8-20 EACH 1 2_a,).to 5,2a).op 89 HEIGHT DETECTION WARNING SYSTEM 8-20 L.S. 1 31,3co 06 31,TCO 00 90 RELOCATING EXISTING LUMINAIRE 8-20 EACH 1 150.OD . 150. DO 91 SACRIFICIAL BEAM 8-21 L.S. 1 300 16 ‘04A3M.OD 92 HEIGHT DETECTION STRUCTURE 8-21 L.S. 1 Lt()Tkb6 1V65C Ql 93 PERMANENT SIGNING 8-21 L.S. 1 1, .c6 -1,5ep Do 94 REMOVING SIGN STRUCTURE SHAFT 8-21 EST. 1 $ 10,000.00 $ 10,000.00 OBSTRUCTIONS 95 PAINT LINE 8-22 L.F. 458 '.VO 458.Cb 96 PLASTIC CROSSWALK LINE 8-22 S.F. 154 00 Ctikk 97 PLASTIC STOP LINE 8-22 L.F. 116 k.o.00 keit IC CO 98 ROCK FOR ROCK WALL 8-24 TON 6 100 OL iceco Rainier Ave S(SR 167)Improvements Project Schedule of Prices,Addendum No.3 Phase 1:Shattuck Ave S Stormwater Bypass Page 7 of 8 July 2009 Page 9 Provided to Builders Exchange of WA, Inc. For usage Conditions Agreement see www.bxwa.com-Always Verify Scale SCHEDULE OF PRICES UNIT PRICES FOR ALL ITEMS,ALL EXTENSIONS AND TOTAL AMOUNT OF BID SHALL BE SHOWN. ALL ENTRIES SHALL BE WRITTEN IN INK OR TYPED TO VALIDATE BID. (NOTE:SHOW PRICE PER MT IN FIGURES ONLY.FIGURES WRITTEN TO THE RIGHT OF THE DOT(DECIMAL)IN THE PRICE PER UNIT COLUMN SHALL BE INTERPRETED AS CENTS) PRICE PER ITEM ITEM SPEC. UNIT TOTAL UNIT TOTAL AMOUNT NO. NO. QUANTITY DOLLARS (DOLLARS) SCHEDULE A 99 BOLLARD TYPE 1 8-26 EACH 5 160.070 6,-lc 100 FIELD OFFICE BUILDING 8-27 L.S. 1 1,I3CG, 1 OGO , 101 RELOCATING HISTORICAL MARKER 8-28 EACH 1 225•oa 225.E 102 DUCTILE IRON STORM SEWER PIPE 18 7-04 L.F. 34 IN. DIAM. t4•2-' k,4153.cc, 103 OVERFLOW RISER WITH SHEAR GATE, 7-05 EACH 1 1C1 CO `�GI.CG 18 IN.DIAM. 104 GRAVEL BORROW INCL. HAUL 2-03 TON 360 2\ .00 7,S(00.(33 105 RAISED PAVEMENT MARKER TYPE 1 8-09 HUND 3 1-00.00 ICU 03 106 RAISED PAVEMENT MARKER TYPE 2 8-09 HUND 1 j1 CO 'zfJ1 M, SCHEDULE A SUBTOTAL= $ \ik1/2-3rto ci.750 Rainier Ave S(SR 167)Improvements Project Schedule of Prices,Addendum No.3 Phase 1:Shattuck Ave S Stormwater Bypass Page 8 of 8 July 2009 Page 10 Provided to Builders Exchange of WA, Inc. For usage Conditions Agreement see www.bxwa.com-Always Verify Scale SCHEDULE OF PRICES UNIT PRICES FOR ALL ITEMS,ALL EXTENSIONS AND TOTAL AMOUNT OF BID SHALL BE SHOWN. ALL ENTRIES SHALL BE WRITTEN IN INK OR TYPED TO VALIDATE BID. (NOTE:SHOW PRICE PER UNIT IN FIGURES ONLY.FIGURES WRITTEN TO THE RIGHT OF THE DOT(DECIMAL)IN THE PRICE PER UNIT COLUMN SHALL.BE INTERPRETED AS CENTS) ITEM SPEC. TOTAL PRICE PER TOTAL AMOUNT NO. ITEM NO. UNIT QUANTITY UNIT (DOLLARS) DOLLARS SCHEDULE B 18 CONDUIT PIPE 3 IN. DIAM. 8-20 L.F. 1,270 `0:-15 3,(,051.5 SCHEDULE B SUBTOTAL= $ I3 �cz52 _ WASHINGTON STATE SALES TAX(W.S.S.T)(9.5%)= $ j 2-9�G cep SCHEDULE B SUBTOTAL WITH W.S.S.T.= $ 1`t',-I`t-A.te Rainier Ave S(SR 167)Improvements Project Schedule of Prices Phase I:Shattuck Ave S Stormwater Bypass Page I of I July 2009 Page 28 Provided to Builders Exchange of WA,Inc. For usage Conditions Agreement see www.bxwa.com-Always Verify Scale SCHEDULE OF PRICES UNIT PRICES FOR ALL ITEMS,ALL EXTENSIONS AND TOTAL AMOUNT OF BID SHALL BE SHOWN. ALL ENTRIES SHALL BE WRITTEN IN INK OR TYPED TO VALIDATE BID. (NOTE:SHOW PRICE PER UNIT IN FIGURES ONLY.FIGURES WRITTEN TO THE RIGHT OF THE DOT(DECIMAL)IN THE PRICE PER UNIT COLUMN SHALL BE INTERPRETED AS CENTS) PROJECT TOTAL SCHEDULE A SUBTOTAL= $ 1 SCHEDULE B SUBTOTAL WITH W.S.S.T= $ 1'4 �aq �1 p • TOTAL PROJECT COST= $ L\ bg q Rainier Ave S(SR 167)Improvements Project Schedule of Prices Phase I:Shattuck Ave S Stormwater Bypass Page I of I July 2009 Page 29 Provided to Builders Exchange of WA, Inc. For usage Conditions Agreement see www.bxwa.com-Always Verify Scale Now Nome ACKNOWLEDGEMENT OF RECEIPT OF ADDENDA ACKNOWLEDGEMENT OF RECEIPT OF ADDENDA: NO. 1 Date -11►510q NO. Z Date 115 (�� NO. Date \�lp efi Q4A 14IDSs� Signed r' / Title President Name of Company Pivetta Brothers Construction, Inc. Address 1812 Pease Avenue City/State/Zip Sumner WA 98390 Telephone 253-862-7890 City of Renton State Contractor's Business License# BL.008489 License# PIVETBC063139 Rainier Ave S(SR 167)Improvements Project Acknowledge of Receipt of Addenda Phase 1: Shattuck Ave S Stonnwater Bypass July 2009 Page 30 Acknowledgement of Receipt of Addenda Provided to Builders Exchange of WA, Inc. For usage Conditions Agreement see www.bxwa.com-Always Verify Scale Nwe No" • BID BOND FORM Herewith find deposit in he form of a certified check, cashier's check,cash, or bid bond in the amount of $ five ot total bid(amou t _ which amount is not less than five percent(5%) of the total bid. Pivetta Brothers Construction, Inc. By: Signature Know All Men by These Presents: That we, Pivetta Brothers Construction, Inc. , as Principal,and Trav�lomanCv ao aAmna Surety as Surety,are held and firmly bound unto the City of Renton, as Obligee,in the penal sum of five perceid( mount the total dollars,for the payment of which the Principal and the Surety bind themselves,their heirs,executors,administrators, successors and assigns,jointly and severally,by these presents. The condition of this obligation is such that if the Obligee shall make any award to the Principal for * according to the terms of the proposal or bid made by the Principal therefor,and the Principal shall duly make and enter into a contract with the Obligee in accordance with the terms of said proposal or bid and award and shall give bond for the faithful performance thereof, with Surety or Sureties approved by the Obligee;or if the Principal shall, in case of failure to do so,pay and forfeit to the Obligee the penal amount of the deposit specified in the call for bids,then this obligation shall be null and void; otherwise it shall be and remain in full force and effect and the Surety shall forthwith pay and forfeit to the Obligee,as penalty and liquidated damages,the amount of this bond. *Rainier Ave S (SR 167) Improvement Project Phase 1:Shattuck Ave S Stormwater Bypass CAG-09-125 Federal Aid #ARRA-0167(044) Signed,sealed and dated this 10th day ofJuly , 2 9 : ;e, .a Br• nion, Inc. a Travelnrs Casualty and Surety Company of America By uSefutk.Zia(-I) Surety Roxana Palacios, Attorney-in-Fact Received return of deposit in the sum of$ Rainier Ave S(SR 167)Improvements Project Bid Bond Form Phase 1: Shattuck Ave S Storntwatcr Bypass July 2009 Page 31 Bid Bond Form ..____•_. eu_ tA/A t.... M...•Irso eso r'....difinnc heiractmonf CPP WINW MltNa enm-Always Verity Scale , WARNINr•THIS POWER OF ATTORNEY IS INVALID WITHOUT THE RF^BORDER 411111. *41001 POWER OF ATTORNEY \rI' TRAVELERS.1 Farmington Casualty Company St.Paul Guardian Insurance Company Fidelity and Guaranty Insurance Company St.Paul Mercury Insurance Company Fidelity and Guaranty Insurance Underwriters,Inc. Travelers Casualty and Surety Company Seaboard Surety Company Travelers Casualty and Surety Company of America St.Paul Fire and Marine Insurance Company United States Fidelity and Guaranty Company 002 '7 ,41' 26 Attorney-In Fact No. 219499 Certificate No. ',p433 _ KNOW ALL MEN BY THESE PRESENTS:That Seaboard Surety Company is a corporation duly organized under the laws of the State of New York,that St.Paul Fire and Marine Insurance Company,St.Paul Guardian Insurance Company and St.Paul Mercury Insurance Company are corporations duly organized under the laws of the State of Minnesota,that Farmington Casualty Company,Travelers Casualty and Surety Company,and Travelers Casualty and Surety Company of America are corporations duly organized under the laws of the State of Connecticut,that United States Fidelity and Guaranty Company is a corporation duly organized under the laws of the State of Maryland,that Fidelity and Guaranty Insurance Company is a corporation duly organized under the laws of the State of Iowa,and that Fidelity and Guaranty Insurance Underwriters,Inc.is a corporation duly organized under the laws of the State of Wisconsin(herein collectively called the"Companies"),and that the Companies do hereby make,constitute and appoint Pamela A.Jardine,Patricia L. Russell,Angela D.Tonnon, Roxana Palacios,Jeanne M. Hagel,Terri L.Franklin,Susan L.Garred,Heather Allen,Mary A. Dobbs,Steven W.Palmer,Holly E. Ulfers,and Bonny Smith of the City of Seattle , State of Washington ,their true and lawful Attorney(s)-in-Fact, each in their separate capacity if more than one is named above,to sign,execute,seal and acknowledge any and all bonds,recognizances,conditional undertakings and other writings obligatory in the nature thereof on behalf of the Companies in their business of guaranteeing the fidelity of persons,guaranteeing the performance of contracts and executing or guaranteeing bonds and undertakings required or permitted in any actions or proceedings allowed by law. 24th IN WITNESS WHEREOF,the Compy6e„s,ltave caused this instrument to be signed and their corporate seals to be hereto affixed,this U y lJJiiSs day of Farmington Casualty Company St.Paul Guardian Insurance Company Fidelity and Guaranty Insurance Company St.Paul Mercury Insurance Company Fidelity and Guaranty Insurance Underwriters,Inc. Travelers Casualty and Surety Company Seaboard Surety Company Travelers Casualty and Surety Company of America St.Paul Fire and Marine Insurance Company United States Fidelity and Guaranty Company su,� �yliTY • ri�v�.y SUa£?y e�Re°a"oay "wow° lY Ps CpR POR„'i iQ. O fo i6 1' 6 0 we. "•, U. ,_ c mi ;W:coaeoagrF:+^? ¢ m a I1Fp 1982 0 1977 192 7 K =� �.�+ v •; t F: n: HARTFORD, HnxrFarm t'ri NS E 19 /&� J+,gg AL i � o CONN. CWM. j 2 n 7896 �Q E.C�,',a • 51 N4� # y 3,,� 6 ' k .1S N�,o. ''�7�SHALdcf 6 pio t'�. vfr �'�'/�.1 br Vy„ fie' , �� „ '''� of NEYI`NSF Sk1,'�^,,!j, a.'..:w L ';s rel'£ < fN� AtN �'• State of Connecticut By: - City of Hartford ss. Georg Thompson, senior ice President 24th July 2008 On this the day of , ,before me personally appeared George W.Thompson,who acknowledged himself to be the Senior Vice President of Farmington Casualty Company, Fidelity and Guaranty Insurance Company,Fidelity and Guaranty Insurance Underwriters,Inc., Seaboard Surety Company, St. Paul Fire and Marine Insurance Company, St. Paul Guardian Insurance Company, St. Paul Mercury Insurance Company,Travelers Casualty and Surety Company,Travelers Casualty and Surety Company of America,and United States Fidelity and Guaranty Company,and that he,as such,being authorized so to do,executed the foregoing instrument for the purposes therein contained by signing on behalf of the corporations by himself as a duly authorized officer. In Witness Whereof,I hereunto set my hand and official seal. IAA 411 - • My Commission expires the 30th day of June,2011. PU8L0 * Marie C.Tetreault,Notary Public . , mss 58440-5-07 Printed in U.S.A. WARNING:THIS POWER OF ATTORNEY IS INVALID WITHOUT THE RED BORDER 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 connection wtn 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, gram,loan or cooperative agreement. (2) tf 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 w t)i this Federal contract.grant,loan,or cooperative agreement, the undersigned sha3l complete and submit Standard Form-LLL. `disclosure Form to Report Lobbying."in accordance with its instructions. This certification is material representation of the fact upon which reliance was placed when this transaction was made or entered into. Submission of this certification is a prereauisite for making or enterno into this transaction imposed by Section 1352, Title 31, rU.S.Code. Any person who fails to file the required certification shall be subject to a civil penalty of not less than $1x:.003 and not more than$100,000 for each failure. The prospective.participant also agrees by submitting his or her bid or proposal that he or she snali r eauire t^.at the languace of this certification be included in PA lower tier subcontracts, which exceed$103,300 and that all such su:recipients shall certify and disclose accordingly. Rainier Ave S(SR 167)Improvements Project Certification of Federal-Aid Contracts Phase l: Shattuck Ave S Stormwater Bypass July 2009 Page 32 Certification for Federal-Aid Contracts Provided to Builders Exchange of WA, Inc. For usage Conditions Agreement see www.bxwa.com-Always Verify Scale CERTIFICATION OF EQUAL EMPLOYMENT OPPORTUNITY REPORT Certification with regard to the Performance of Previous Contracts or Sub-contracts subject to the Equal Opportunity Clause and the filing of Required Reports. The bidder s_, proposed subcontractor S ,hereby certifies that he has S , has not_, participated in a previous contract or subcontract subject to the equal opportunity clause,as required by Executive Orders 10925, 11 114 or 11246, and that he has s , has not_, filed with the Joint Reporting Committee the Director of the Office of Federal Contract Compliance, a Federal Government contracting or administering agency, or the former President's Committee on Equal Employment Opportunity, all reports due under the applicable filing requirements. Pivetta Brothers Construction, Inc. (Company) y. 1. 21 July 17, 2009 President Date: (Title) Note: The above certification is required by the Equal Employment Opportunity Regulations of the Secretary of Labor [41 CFR 60-1.7 (b) (1)], and must be submitted by bidders and proposed subcontractors only in connection with contracts and subcontracts which are subject to the equal opportunity clause. Contracts and subcontracts which are exempt from the equal opportunity clause are set forth in 41 CFR 60-1.5. (Generally only contracts or subcontracts of$10,000 or under are exempt.) Currently, Standard Form 100 (EEO-1) is the only report required by the Executive Orders or their implementing regulations. Proposed prime contractors and subcontractors who have participated in a previous contract or subcontract subject to the Executive Orders and have not filed the required reports should note that 41 CFR 60-1.7 (b) (1) (i) prevents the award of contracts and subcontractors unless such contractor submits a report covering the delinquent period or such other period specified by the Federal Highways Administration or by the Director, Office of Federal Contract Compliance,U.S. Department of Labor. Rainier Ave S(SR 167)Improvements Project Certification of Equal Employement Opportunity Report Phase I. Shattuck Ave S Stormwater Bypass July 2009 Page 33 Certification of Equal Employment Opportunity Report Provided to Builders Exchange of WA, Inc. For usage Conditions Agreement see www.bxwa.com-Always Verify Scale i40,00 'gime Failure to return this Declaration as part of the bid proposal package will make the bid nonresponsive and ineligible for award. NON-COLLUSION DECLARATION 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 directly or indirectly,en Bred 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. 2. That by signing the signature page of this proposal,I am deemed to have signed and to have agreed to the provisions of this declaration. NOTICE TO ALL BIDDERS To report rigging activities call: 1-800-424-9071 The U.S.Department of Transportation(USDOT)operates the above toll-free hotline' Monday tl7rougn Friday,3:00 a.m.to 5:00 p.m.,eastern time. Anyone with knoll;iedoe of possible bid rigging, bidder collusion. or other fra.dulent activities should use the".hotline'to report such activities. The"hotline"is part of USDOT's continuing effort to iden.tfy and investigate highway construction contract fraud and abuse and is operated under the direction of the USDOT inspector C:eneral. All information Ml `5e treated confidentially and caller anonymity will be respected. Rainier Ave S(SR 167)Improvements Project Non-Collusion Declaration Phase I: Shattuck Ave S Storntwater Bypass July 2009 Page 34 Non-Collusion Declaration Provided to Builders Exchange of WA, Inc. For usage Conditions Agreement see www.bxwa.com-Always Verify Scale viNve ',we • NON-COLLUSION AND DEBARMENT AFFIDAVIT * STATE OF WASHINGTON ) ** COUNTY OF King ) I, the undersigned, an authorized representative of*** Pivetta Brothers Construction, Inc;being first duly sworn on oath do hereby certify that said person(s), firm, association or corporation has (have) not, either 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. I further certify that, except as noted below, the firm, associated or corporation or any person in a controlling capacity associated therewith or any position involving the administration of federal funds; is not currently under suspension, debarment, voluntary exclusion, or determination of ineligibility by any federal agency; has not been suspended, debarred, voluntarily excluded or determined ineligible by any federal agency within the past 3 years; does not have a proposed debarment pending; and has not been indicted, convicted, or had a civil judgment rendered against said person, firm, association or corporation by a court of competent jurisdiction in any matter involving fraud or official misconduct within the past 3 years. I further acknowledge that by signing the signature page of the proposal, I am deemed to have signed and have agreed to the provisions of this affidavit. Rainier Ave S(SR 167)Improvements Project—Phase 1: Shattuck Ave S Stormwater Bypass Name of Project Pivetta Brothers Construction, Inc. / .me of Bidder's Firm AI I j // Signature of Authorized Representative of Bidder July 17, 2C09 Date I certify that I know or have satisfactory evidence that Mark Pivetta is the person who appeared before me, and saidtit' R6tt►g9dged that (he/she) signed this instrument and acknowledged it to he (his/her)free and voluntary age s Lf}6poses mentioned in the instrument. Itti01111 1,. Dated Jul 17 2009.` • �or e '•s 4 _ i ••• •• tary Public in and for the State f P(JBL •. Qf%Washington residing at Kent, WA ' . '• •''•it......••10- ` • Vis% otary(print): Wal lace Clayton •,0,o,- e�►rr�Yr . NOTE: Os'�''' My appointment expires: 03/10/13 Exceptions will not necessarily result in denial of award, but will be considered in determining bidder responsibility. For any exception noted, indicate above to whom it applies,initiating agency,and dates of action. Providing false information may result in criminal prosecution or administrative sanctions. * A suspending or debarring official may grant an exception permitting a debarred,suspended,or excluded person to participate in a particular transaction upon a written determination by such official stating the reason(s)for deviating from the Presidential policy established by Executive order 12549..."(49 CFR Part 29 Section 29.215). * If notarization of proposal takes place outside of Washington State.DELETE WASHINGTON,and enter appropriate State. "" Fill in county where notarization of proposal takes place. "** Fill in firm name. Rainier Ave S(SR 167)Improvements Project Non-Collusion Declaration and Debarment Affidavit Phase I: Shattuck Ave S Stonnwater Bypass July 2009 Page 35 Non-Collusion and Debarment Affidavit Provided to Builders Exchange of WA, Inc. For usage Conditions Agreement see www.bxwa.com-Always Verify Scale Name CERTIFICATION RE: ASSIGNMENT OF ANTITRUST CLAIMS TO PURCHASER STATE OF WASHINGTON ) SS COUNTY OF KING Vendor and purchaser recognize that in actual economic practice overcharges resulting from antitrust violations are in fact usually borne by the purchaser. Therefore, vendor hereby assigns to purchaser any and all claims for such overcharges as to goods and materials purchased in connection with this order or contract, except as to overcharges resulting from antitrust violations commencing after the date of the bid,quotation, or other event establishing the price under this order or contract. In addition,vendor warrants and represents that each of his suppliers and subcontractors shall assign any and all such claims to purchaser, subject to the aforementioned exception. Rainier Ave S(SR 167)Improvements Project—Phase 1: Shattuck Ave S Stormwater Bypass Name of Project Pivetta Brothers Construction, Inc. N. , o Bidder's Firm Signature of Authorized Representative of Bidder July 17, 2009 Date I certify that I know or have satisfactory evidence that Mark Pivetta is the person who appeared before me, and said person acknowledged that (he/she) signed this instrument and acknowledged it to be (his/her) free and voluntary act for the uses and purposes mentioned in the instrument. �0% C.��Co,,rr t rr � rr Dated July 17. `� ••`�•••N"'• ? = rotary Public in and for the State i PURLC S Q�f Washington residing at KentWA 41 % y.al•le• .Notar (print): Wallace Clayton #%. OF W ��`�, My appointment expires: 03/10/13 .•�% Rainier Ave S(SR 167)Improvements Project Assignment of Antitrust Claims Phase 1: Shattuck Ave S Stormwatcr Bypass July 2009 Page 36 Certification RE:Assignment of Antitrust Claims to Purchaser Provided to Builders Exchange of WA, Inc. For usage Conditions Agreement see www.bxwa.com-Always Verify Scale 4.4100, MINIMUM WAGE AFFIDAVIT FORM STATE OF WASHINGTON ) SS COUNTY OF KING ) I, the undersigned, having been duly sworn, deposed, say and certify that in connection with the performance of the work of this project, I will pay each classification of laborer, workman, or mechanic employed in the performance of such work, not less than the prevailing rate of wage or not less than the minimum rate of wages as specified in the principal contract; that I have read the above and foregoing statement and certificate, know the contents thereof and the substance as set forth therein, is true to my knowledge and belief. Rainier Ave S(SR 167)Improvements Project—Phase 1: Shattuck Ave S Stormwater Bypass Name of Project Pivetta Brothers Construction, Inc. •m of Bidder's Firm Signature of Authorized Representative of Bidder Date July 17, 2009 I certify that I know or have satisfactory evidence that Mark Pivetta is the person who appeared before me, and said person acknowledged that (he/she) signed this instrument and acknowledged it to be (his/her) free and voluntary act for the uses and purposes mentioned in the instrument. ,IIIIIIIIIf1f��I, Dated July 17, 2009 .`, C. C. ". �_ : ie :tAIDIA at Kent, WA �►' PUB4 print): Wallace Clayton ,,'•' ;. .''' ifpointment expires: 03/10/13 OF Rainier Ave S(SR 167)Improvements Project Minimum Wage Affidavit Form Phase 1: Shattuck Ave S Stormwater Bypass July 2009 Page 37 Minimum Wage Affidavit Form Provided to Builders Exchange of WA, Inc. For usage Conditions Agreement see www.bxwa.com-Always Verify Scale Am Washington State Adak Disadvantaged Business *!,� Department of Tram ortaIion Enterprise Utilization Certification 70 Pa eligible for award cf:his acr:rac:the e Z Tar mast f out and subs•:d,as part of tis bid proposal,the following Disadvantaged ? ainess E':;rprise!U:ilioatian;'ertica:ion reating:oDis.3:vanta,}_o Busress Enter.p'se,'DBE'! requirer ts.The ..ontraotng 4.he via":cert.Bider as rco,hesponsve arre s a'+.reject ary proposa ria-aces rot oonta,i a DBE C..ert`!ca:ion which properly ea-ions:rates that the bidder will meet 0+.DEE partcipat n requver-3-:s in o^a of the ma.hers provided for the propose:=tract If t-..bidder >reying on the good fait effort method:o meet the DBE assigned coneaot goal,door-nentaaon r:addita^,to the tert?icate must.e si;Prtited with the bid proposal as support for such effcr;.The successf.:`bidder's DEE Certfica-ion shall be eehied 3 part of to resoling cont-aa infermat:;-on..erttied`arms s available Torr Ole EE,teephone 383-;.53-2883. Pivetta Brothers Construction, Inc. certifies tat:he Disaavantagee Busaess Enteherse vee 3t s-I3t ',DB Firms;stea below have been aontsatee regarding aces:'ion o.-t> :•oeat.if the Pett .•is sJaoassful ar t.'s p.oeot and s awarded the contrast.e shall:,s=ure that suboomrao:a or supply agreere^s are execated with these inns where ar Arra rt to to sazte'et:Towards Goal'srot a. IIf rt.essary. se a: :ional sheet.) Project Role ' An7ount to Name of DBE iPrltna,subcontractor, Descri ci3 Certificate Number Marruracturar, on of Work be Applied Regutarneaer) Towards Goal • I 11 i ! • Y L b i' LAW ' tllr 1)41•44:ang'3cn Tatc.6,q 8ubCDi1h' LkD( kbrefif: '()i Cti 4 to38.Co til LOIVic 001,, *trti tCon u2.F��1 ic"[r ttal- ih-fimr tar d�c uP ung 25,1028.00 3.& i�rre. UtNetlirl8t 1440111 wu� D1 9)2 nN SuloCbotratur _ ,Sttirvet n ,5�.op 4. 7. :'isae ants ec Bushes Enterer se .:•cont-act-.g Goal: [f>ic DBE Tota S 45r 0 4 co t 4..;u a':ea. ..s:Js na.Toe apprzyed p o :c bd ewri t. oy Ire Drp;e of 14ual Cp*u^.Jritt y•Baa^..mate cr I-a^£p:rts er.:r ea.,cermet. ««. ,,a ire eer:l r 2oor::n_L'5=='anl., ..«3r T3t._re We.tiry tris :a.'Ir e C.ntact Gonert. `•• Tee Corr.:7:c7r;Aw.ry'Alt afar::11a a s o'ar.:to ce:e m e;mete:o'no:lite bdo.s !!chi'rel trs goal."1:"le eve1 oral a'U-'reliit drarer:_ 'Jet a r;tris aier'••..'.:he sort a'Ir=e Irylaj]t3t a T-Jrts.sat;ssteys.vier tre st-r o`>ne am:tits'Islse shah per a al 3r..tic;:tai heosee Rainier Ave S(SR 167)Improvements Project Disadvantaged Business Enterprise Utilization Certification Phase 1: Shattuck Ave S Stormwater Bypass July 2009 Page 38 Disadvantaged Business Enterprise Utilization Certification Provided to Builders Exchange of WA, Inc. For usage Conditions Agreement see www.bxwa.com-Always Verify Scale SUBCONTRACTOR LIST FORM RCW 39.30.060 requires that for all public works contracts exceeding$1,000,000 the bidder shall submit the names of all subcontractors whose subcontract amount exceeds ten percent (10%) of the contract price, and/or whose work involves either heating,air conditioning, ventilation, plumbing, or electrical. If the subcontractor's names are not submitted with the bid,or within 24 hours of the bid, the bid shall be considered nonresponsive and,therefore, void. Complete one of the following for contracts that exceed$1,000,000: A. There are no subcontractors proposed whose subcontract amount exceeds ten percent (10%) of the contract price. Name: Title: Signature: B. The following subcontractor(s) subcontract amount exceeds 10 percent (10%) of the contract price: (list subcontractor and bid item) Bid Item(s): �q Subcontractor Name: LQ _c_e„‘ naksti1est Address: �Q F�Y� 1OI1p t5SaCivain UDR 1Ct 3021 Phone No.: 4.M13-'9,AUCO State Contractor's License No. 1,A1_ 'St 4c-Li'4-D Bid Item(s): 5-1. (e5:6,W),a1D.c11 - Subcontractor Name: \,16101 al2 f y Address: 3COl Old ft-u-)v ° SotJ load. Nu-At VeAmDA 9`b2�3 Phone No.: 31O-47A-tcAc02State Contractor's License No. V(AEI.YJ 1®E Bid Item(s): „r Subcontractor Name: NO MV Address: Phone No.: State Contractor's License No. Bid Item(s): Subcontractor Name: 1\10 Vik.AA.1919 Address: Phone No.: State Contractor's License No. Rainier Ave S(SR 167)Improvements Project Subcontractor List Form Phase L Shattuck Ave S Stormwatcr Bypass July 2009 Page 39 Subcontractor List Form Provided to Builders Exchange of WA, Inc. For usage Conditions Agreement see www.bxwa.com-Always Verify Scale sow 'gime Bid Item(s): Subcontractor Name: Address: Phone No.: State Contractor's License No. Bid Item(s): Subcontractor Name: Address: Phone No.: State Contractor's License No. Bid Item(s): Subcontractor Name: Address: Phone No.: State Contractor's License No. IV !?? Signature • Authorized Representative of Bidder Subscribed and sworn to be before me obi• 17 of July , 20 09 . r twkstk.)- asuirt,x_s___C_ ()C1t , a= NOTARY : = •y • 4• fir Public in and for the State of Was ington '•.,41.10'.:•'•• ay(Print) Wa11ace Clayton • • �esidin at Kent ,� iferrirrrrrOF • g My appointment expires: 03/10/13 Rainier Ave S(SR 167)Improvements Project Subcontractor List Form Phase I: Shattuck Ave S Stormwater Bypass July 2009 Page 40 Provided to Builders Exchange of WA, Inc. For usage Conditions Agreement see www.bxwa.com-Always Verify Scale so • City of Renton Contract Documents for Rainier Ave S (SR 167) Improvements Project Phase 1: Shattuck Ave S Stormwater Bypass IV. CONTRACT DOCUMENT FORMS Page 41 IV. Contract Document Forms Provided to Builders Exchange of WA, Inc. For usage Conditions Agreement see www.bxwa.com-Always Verify Scale ;r t` r *011001 NM, City of Renton Contract Documents for Rainier Ave S (SR 167) Improvements Project Phase 1: Shattuck Ave S Stormwater Bypass III. PROJECT PROPOSAL Project: Rainier Ave S (SR 167) Improvements Project Phase 1: Shattuck Ave S Stormwater Bypass Project No. CAG-09-125 Company: ` 1`,A (o in P T Address: /07 (n,114.1.,Am f AJ E 5. /'EN-Tt LAMA ?OS') 15' Phone No: (4)-5) Z �' Fax No: (`:'-'s ' iL .10( 7 72.1, Bid Amount: $ 9o7 Page 17 III. Project Proposal Provided to Builders Exchange of WA, Inc. For usage Conditions Agreement see www.bxwa.com-Always Verify Scale %Noe *ore BIDDER'S CHECKLIST 1. PROJECT PROPOSAL COVER SHEET 2. BIDDER'S CHECKLIST 3. PROPOSAL FORM 4. SCHEDULE OF PRICES 5. ACKNOWLEDGEMENT OF RECEIPT OF ADDENDA 6. BID BOND FORM 7. CERTIFICATION FOR FEDERAL-AID CONTRACTS 8. CERTIFICATION OF EQUAL EMPLOYMENT OPPORTUNITY REPORT 9. NON-COLLUSION DECLARATION 10. NON-COLLUSION AND DEBARMENT AFFIDAVIT 1 1. ASSIGNMENT OF ANTITRUST CLAIMS 12. MINIMUM WAGE AFFIDAVIT FORM 13. DISADVANTAGED BUSINESS ENTERPRISE UTILIZATION CERTIFICATION 14. SUBCONTRACTOR LIST FORM The above documents must be executed by the Contractor's President, Vice-President, and Secretary if corporation by-laws permit. All pages must be signed. In the event another person has been duly authorized to execute contracts, a copy of the corporation minutes establishing this authority must be attached to the bid document. Rainier Ave S(SR 167)Improvements Project Bidder'`Checklist Phase 1: Shattuck Ave S Stormwater Bypass Jul)2009 Page 18 Bidder's Checklist Provided to Builders Exchange of WA, Inc. For usage Conditions Agreement see www.bxwa.com-Always Verify Scale • CITY OF RENTON Rainier Ave S (SR 167)Improvements Project Phase 1: Shattuck Ave S Stormwater Bypass Federal Aid Number: ARRA-0167(044) PROPOSAL TO THE CITY OF RENTON RENTON, WASHINGTON Ladies and/or Gentlemen: The undersigned hereby certify that the bidder has examined the site of the proposed work and has read and thoroughly understands the plans, specifications, and contract governing the work embraced in this improvement, and the method by which payment will be made for said work, and hereby propose to undertake and complete the work embraced in this improvement, or as much thereof as can be completed with the money available, in accordance with the said plans, specifications and contract, and the following schedule of rates and prices. (Note: Unit prices for all items, all extensions, and total amount of bid shall be shown. Show unit prices in figures only.) Printed Name: gqi 'I r4 P r { Signature: 440 • Address: ..; UJ yy) v l ,A. A 4 #C s7 Names of Members of Partnership: Or Name of President of Corporation At (011/21) L. Name of Secretary of Corporation }/ cf-/A,ZD L- ,44-,4 Corporation Organized under the laws of v / 41 N 0-rt with main office in State of Washington at Rr/ UIV 64/4 Rainier Ave S(SR 167)Improvements Project Proposal Phase I: Shattuck Ave S Storinwater Bypass July 2009 Page 19 Proposal Provided to Builders Exchange of WA, Inc. For usage Conditions Agreement see www.bxwa.com-Always Verify Scale SCHEDULE OF PRICES UNIT PRICES FOR ALL ITEMS,ALL EXTENSIONS AND TOTAL AMOUNT OF BID SHALL BE SHOWN. ALL ENTRIES SHALL BE WRITTEN IN INK OR TYPED TO VALIDATE BID. (NOTE:SHOW PRICE PER UNIT IN FIGURES ONLY.FIGURES WRITTEN TO THE RIGHT OF THE DOT(DECIMAL)IN THE PRICE PER UNIT COLUMN SHALL BE INTERPRETED AS CENTS) ITEM SPEC. TOTAL PRICE PER TOTAL AMOUNT NO. ITEM NO. UNIT QUANTITY UNIT (DOLLARS) DOLLARS SCHEDULE A 1 MINOR CHANGE 1-04 CALC 1 $ 5,000.00 $ 5,000.00 2 CONTRACTOR SUPPLIED SURVEYING 1-05 L.S. 1 9 1-00 — / ' 3 SPCC PLAN 1-07 L.S. 1 /700 1."7vv 4 ARCHAEOLOGICAL AND HISTORICAL 1-07 EST. 1 $ 25,000.00 $ 25,000.00 SALVAGE PEDESTRIAN CONTROL AND 5 PROTECTION 1-07 L.S. 1 �QU' :xw y 6 HIGH VISIBILITY FENCE 1-08 L.F. 87 5- ;t35"' 7 MOBILIZATION 1-09 L.S. 1 P7--e PROJECT TEMPORARY TRAFFIC 8 CONTROL 1-10 L.S. 1 30,,wa 3J,00(.) 9 UTILITY POTHOLING 1-17 EST. 1 $ 25,000.00 $ 25,000.00 10 RESOLUTION OF UTILITY CONFLICTS 1-17 EST. 1 $ 50,000.00 $ 50,000.00 -33 11 CLEARING AND GRUBBING 2-01 ACRE 0.03 33 333 / UcJv 12 ROADSIDE CLEANUP 2-01 EST. 1 $ 10,000.00 $ 10,000.00 REMOVAL OF STRUCTURES AND 13 OBSTRUCTION 2-02 L.S. 1 45 Ou % 14 REMOVING CEMENT CONC. SIDEWALK 2-02 S.Y. 328 6st, Rainier Ave S(SR 167)Improvements Project Schedule of Prices,Addendum No.3 Phase 1:Shattuck Ave S Stormwater Bypass Page 1 of 8 July 2009 Page 3 Schedule of Prices Provided to Builders Exchange of WA, Inc. For usage Conditions Agreement see www.bxwa.com-Always Verify Scale SCHEDULE OF PRICES UNIT PRICES FOR ALL ITEMS,ALL EXTENSIONS AND TOTAL AMOUNT OF BID SHALL BE SHOWN. ALL ENTRIES SHALL BE WRITTEN IN INK OR TYPED TO VALIDATE BID. (NOTE:SHOW PRICE PER UNIT IN FIGURES ONLY.FIGURES WRITTEN TO THE RIGHT OF THE DOT(DECIMAL)IN THE PRICE PER UNIT COLUMN SHALL BE INTERPRETED AS CENTS) ITEM SPEC. TOTAL PRICE PER TOTAL AMOUNT NO. ITEM UNIT UNIT NO. QUANTITY (DOLLARS) DOLLARS SCHEDULE A 15 REMOVING ASPHALT CONC. 2 02 S.Y. 2,869 (-0 .� SJ PAVEMENT7 / i 7 ` 16 REMOVING CEMENT CONC. CURB AND 2-02 LGUTTER .F. 450 / i � — l 17 PIPE A BA NDON AND FILL STORM DRAIN 2-02 L.F. 480 c� — 18 REMOVING CHAIN LINK FENCE 2-02 L.F. 60 -- 300 19 SAWCUTTING 2-02 L.F. 2,8301 ?� 7(:)` 20 ROADWAY EXCAVATION INCL. HAUL 2-03 C.Y. 1,024 /3 /3` 312- — 21 ABANDONMENT OF MONITORING 2-05 EACH 3 ' WELLS v /,,51)0 22 STRUCTURE EXCAVATION CLASS A 2-09 C.Y. 113 A -- INCL. HAUL 15 f/ 6!q 23 SHORING OR EXTRA EXCAVATION CL. 2-09 L.S. 1 '2:7-,oil4:' 22, J00 24 STRUCTURE EXCAVATION CLASS B 2-09 C.Y. 4,977 INCL. HAUL /1) 0,; 73/ 25 SHORING OR EXTRA EXCAVATION 2-09 S.F. 19,246 -.- CLASS B 0 24 CONSTRUCTION GEOTEXTILE FOR 26 SEPARATION 2-12 S.Y. 4,563 (3 ;'9 27 CRUSHED SURFACING TOP COURSE 4-04 TON 949 ...-.1&- 20 psi" 28 PLANING BITUMINOUS PAVEMENT 5-04 S.Y. 1,560 J" " b't1U Rainier Ave S(SR 167)Improvements Project Schedule of Prices,Addendum No.3 Phase 1:Shattuck Ave S Stormwater Bypass Page 2 of 8 July 2009 Page 4 Provided to Builders Exchange of WA, Inc. For usage Conditions Agreement see www.bxwa.com-Always Verify Scale SCHEDULE OF PRICES UNIT PRICES FOR ALL ITEMS,ALL EXTENSIONS AND TOTAL AMOUNT OF BID SHALL BE SHOWN. ALL ENTRIES SHALL BE WRITTEN IN INK OR TYPED TO VALIDATE BID. (NOTE:SHOW PRICE PER UNIT IN FIGURES ONLY.FIGURES WRITTEN TO THE RIGHT OF THE DOT(DECIMAL)IN THE PRICE PER UNIT COLUMN SHALL BE INTERPRETED AS CENTS) ITEM SPEC. TOTAL PRICE PER TOTAL AMOUNT NO. ITEM NO. UNIT QUANTITY UNIT (DOLLARS) DOLLARS SCHEDULE A 29 HMA CL. 1/2 IN. PG 64-22 5-04 TON 2,182 /2-5— -- 272 75v 30 CEMENT CONC. PAVEMENT- 5-05 C.Y. 18 INCLUDING DOWELS 3513 (d, — 31 CONC. CLASS 4000 FOR FOUNDATION 6-02 C.Y. 95 25.0- 23�7.Sd 32 ST. REINF. BAR FOR FOUNDATION 6-02 LB. 9,322i— 6(0( — 33 UNDERDRAIN PIPE 6 IN.DIAM. 7-01 L.F. 220 /t c 34 TESTING STORM SEWER PIPE 7-04 L.F. 1,686 — 6- A), //c 35 CORRUGATED POLYETHYLENE STORM 7-04 L.F. 432 SEWER PIPE 12 IN. DIAM. 5G 2/, 6W 36 CORRUGATED POLYETHYLENE STORM 7-04 L.F. 39 C; SEWER PIPE 18 IN. DIAM. 75 2 /25 37 CORRUGATED POLYETHYLENE STORM 7-04 L.F. 1,139 SEWER PIPE 48 IN. DIAM. " /6/ 733 38 DUCTILE IRON STORM SEWER PIPE 12 7-04 L.F. 81 IN. DIAM. (17 — .. L-? 39 CONCRETE INLET 7-05 EACH 4 700 2 tYOv 40 CATCH BASIN TYPE 1 7-05 EACH 9 y 41 CATCH BASIN TYPE 2 48 IN. DIAM. 7-05 EACH 3 y.j C.v<J� 42 CATCH BASIN TYPE 2 72 IN. DIAM. 7-05 EACH 1 Rainier Ave S(SR 167)Improvements Project Schedule of Prices,Addendum No.3 Phase 1:Shattuck Ave S Stormwater Bypass Page 3 of 8 July 2009 Page 5 Provided to Builders Exchange of WA, Inc. For usage Conditions Agreement see www.bxwa.com-Always Verify Scale SCHEDULE OF PRICES UNIT PRICES FOR ALL ITEMS,ALL EXTENSIONS AND TOTAL AMOUNT OF BID SHALL BE SHOWN. ALL ENTRIES SHALL BE WRITTEN IN INK OR TYPED TO VALIDATE BID. (NOTE:SHOW PRICE PER UNIT IN FIGURES ONLY.FIGURES WRITTEN TO THE RIGHT OF THE DOT(DECIMAL)IN THE PRICE PER UNIT COLUMN SHALL BE INTERPRETED AS CENTS) ITEM SPEC. TOTAL PRICE PER TOTAL AMOUNT NO. ITEM NO. UNIT QUANTITY UNIT (DOLLARS) DOLLARS SCHEDULE A 43 CATCH BASIN TYPE 2 84 IN. DIAM. 7-05 EACH 7 a 44 CATCH BASIN TYPE 2 84 IN. DIAM.WITH 7-05 EACH 2 CASING /.5-..--co3o,000 45 ABANDON EXISTING MANHOLE 7-05 EACH 2 Ic)o ,o 46 CONNECTION TO DRAINAGE 7-05 EACH 6 STRUCTURE 47 CONNECTION TO EXISTING MANHOLE 7-05 EACH 2 Z000 Z 000 48 PIPE NECT STRUCTURE TO EXISTING 7-05 EACH 9 VUv 1. Y 49 ADJUST MANHOLE 7-05 EACH 7 700 50 MANHOLE 48 IN. DIAM. TYPE SANITARY 7-05 EACH 3Y.vW - qq 51 SANITARY MANHOLE EXTRA SHALLOW 7-05 EACH 1 - TYPEC 51O 30Jo 52 ADJUST CATCH BASIN 7-05 EACH 1 - -- /00 p..)0 53 LOCKING SOLID METAL COVER AND 7-05 EACH 1 ' FRAME FOR CATCH BASIN 2So 25c) 54 ADJUST VALVE BOX 7-05 EACH 8 , / Roo 55 DEWATERING 7-06 L.S. 1 6),JUIN CO,.:Y,"J 56 BANK RUN GRAVEL FOR TRENCH 7-09 C.Y. 1,500 r BACKFILL /3 /7, yw Rainier Ave S(SR 167)Improvements Project Schedule of Prices,Addendum No.3 Phase 1:Shattuck Ave S Stormwater Bypass Page 4 of 8 July 2009 Page 6 Provided to Builders Exchange of WA, Inc. For usage Conditions Agreement see www.bxwa.com-Always Verify Scale ....+ SCHEDULE OF PRICES UNIT PRICES FOR ALL ITEMS,ALL EXTENSIONS AND TOTAL AMOUNT OF BID SHALL BE SHOWN. ALL ENTRIES SHALL BE WRITTEN IN INK OR TYPED TO VALIDATE BID. (NOTE:SHOW PRICE PER UNIT IN FIGURES ONLY.FIGURES WRITTEN TO THE RIGHT OF THE DOT(DECIMAL)IN THE PRICE PER UNIT COLUMN SHALL BE INTERPRETED AS CENTS) PRICE PER ITEM ITEM SPEC. UNIT TOTAL UNIT TOTAL AMOUNT NO. NO. QUANTITY DOLLARS (DOLLARS) SCHEDULE A 57 HYDRANT ASSEMBLY 7-14 EACH 1 3 530 _ 3 S 58 WATER SERVICE AND CONNECTION TO 7-15 EACH 12 — EXISTING MAIN t? ((0,,g00 _ 59 TELEVISION INSPECTION 7-17 L.S. 1 — 60 TEMPORARY BYPASS PUMPING 7-17 L.S. 1 300 3 vc.) 61 PVC SANITARY SEWER PIPE 8 IN. DIAM. 7-17 L.F. 173 62 ESC LEAD 8-01 DAY 80 g000 PERMANENT EROSION CONTROL 63 BLANKET 8-01 S.Y. 267 — $ /335' 64 INLET PROTECTION 8-01 EACH 21 — 55- f 15r 65 EROSION/WATER POLLUTION 8-01 EST. 1 $ 25,000.00 $ 25,000.00 CONTROL 66 BARK OR WOOD CHIP MULCH 8-02 C.Y. 72 67 TOPSOIL TYPE A 8-02 C.Y. 144 3E) s;4414 68 PSIPE- ROSA RUGOSA"FRU DAGMAR 8_02 EACH 502 L5 °,.- HATSUP" .. 41.6Y3 69 PSIPE-MAHONIA NEROSA 8-02 EACH 590 /5 !.- 70 PSIPE-SESLARIA AUTUMNALIS 8-02 EACH 370 Rainier Ave S(SR 167)Improvements Project Schedule of Prices,Addendum No.3 Phase 1:Shattuck Ave S Stormwater Bypass Page 5 of 8 July 2009 Page 7 Provided to Builders Exchange of WA, Inc. For usage Conditions Aareement see www.bxwa.com-Always Verify Scale SCHEDULE OF PRICES UNIT PRICES FOR ALL ITEMS,ALL EXTENSIONS AND TOTAL AMOUNT OF BID SHALL BE SHOWN. ALL ENTRIES SHALL BE WRITTEN IN INK OR TYPED TO VALIDATE BID. (NOTE:SHOW PRICE PER UNIT IN FIGURES ONLY.FIGURES WRITTEN TO THE RIGHT OF THE DOT(DECIMAL)IN THE PRICE PER UNIT COLUMN SHALL BE INTERPRETED AS CENTS) ITEM SPEC. TOTAL PRICE PER TOTAL AMOUNT NO. ITEM NO. UNIT QUANTITY UNIT (DOLLARS) DOLLARS SCHEDULE A CE71 GUTTER ENT CONC.TRAFFIC CURB AND 8-04 L.F. 1,206 (. . I7 " 22 1f� " 72 CEMENT CONC. PEDESTRIAN CURB 8-04 L.F. 16 �7�— i7` 73 TYPE A PRECAST TRAFFIC CURB 8-04 L.F. 54 .l 74 CEMENT CONC. DRIVEWAY ENTRANCE 8_06 S.Y. 88 TYPE A 79 - 6-gL 75 CEMENT CONC. DRIVEWAY ENTRANCE 8-06 S.Y. 42 ?� /� — TYPE B j 76 CEMENT CONC. DRIVEWAY ENTRANCE 8_06 S.Y. 235 — TYPE C 79 — /,'. , %5 77 CHAIN LINK FENCE TYPE 6 8-12 L.F. 31 —' 2c- 775 78 END, GATE, CORNER,AND PULL POST 8-12 EACH 4 FOR CHAIN LINK FENCE 79 MONUMENT CASE AND COVER 8-13 EACH 3p _ 3O _ 80 ADJUST MONUMENT CASE AND COVER 8-13 EACH 2 -- aJ 81 CEMENT CONC. SIDEWALK 8-14 S.Y. 466 't� 7-x,038 82 CEMENT CONC. SIDEWALK RAMP TYPE 8-14 EACH 3 i /.c.i00 , 0"-) 83 CEMENT CONC. SIDEWALK RAMP TYPE 8-14 EACH 4 � 000)-- 2A cl 4-x. .) 84 CEMENT ECONC. SIDEWALK RAMP TYPE 8-14 EACH 3 1. 0 r Rainier Ave S(SR 167)Improvements Project Schedule of Prices,Addendum No.3 Phase 1:Shattuck Ave S Stormwater Bypass Page 6 of 8 July 2009 Page 8 Provided to Builders Exchange of WA, Inc. For usage Conditions Agreement see www.bxwa.corn-Always Verify Scale SCHEDULE OF PRICES UNIT PRICES FOR ALL ITEMS,ALL EXTENSIONS AND TOTAL AMOUNT OF BID SHALL BE SHOWN. ALL ENTRIES SHALL BE WRITTEN IN INK OR TYPED TO VALIDATE BID. (NOTE:SHOW PRICE PER UNIT IN FIGURES ONLY.FIGURES WRITTEN TO THE RIGHT OF THE DOT(DECIMAL)IN THE PRICE PER UNIT COLUMN SHALL BE INTERPRETED AS CENTS) ITEM SPEC. TOTAL PRICE PER TOTAL AMOUNT NO. ITEM NO. UNIT QUANTITY UNIT (DOLLARS) DOLLARS SCHEDULE A 85 QUARRY SPALLS 8-15 TON 865 0 2c,5,s0 86 CONC. SLOPE PROTECTION WITH 8-16 S.Y. 89 EMBEDDED ROCK /4-X3 f:70) 87 ILLUMINATION SYSTEM 8-20 L.S. 1 5.100 — 5, 70o 88 SERVICE CABINET 8-20 EACH 1 —S-,900 5-3100 — 89 HEIGHT DETECTION WARNING SYSTEM 8-20 L.S. 1 - 90 RELOCATING EXISTING LUMINAIRE 8-20 EACH 1 ,SuJ 5 5c00 - 91 SACRIFICIAL BEAM 8-21 L.S. 1 - 6 X oz) 6F Sax, 92 HEIGHT DETECTION STRUCTURE 8-21 L.S. 1 .3z 32 5 93 PERMANENT SIGNING 8-21 L.S. 1 7o `f-70o 94 REMOVING SIGN STRUCTURE SHAFT 8-21 EST. 1 $ 10,000.00 $ 10,000.00 OBSTRUCTIONS 95 PAINT LINE 8-22 L.F. 458l',-) 5 / 503 ,-- 96 PLASTIC CROSSWALK LINE 8-22 S.F. 154 YV 7 — 97 PLASTIC STOP LINE 8-22 L.F. 116 try 7(2 98 ROCK FOR ROCK WALL 8-24 TON 6 35 5-to -- Rainier Rainier Ave S(SR 167)Improvements Project Schedule of Prices,Addendum No.3 Phase 1:Shattuck Ave S Stormwater Bypass Page 7 of 8 July 2009 Page 9 Provided to Builders Exchange of WA, Inc. For usage Conditions Aareement see www.bxwa.com-Always Verify Scale "tear' *guar SCHEDULE OF PRICES UNIT PRICES FOR ALL ITEMS,ALL EXTENSIONS AND TOTAL AMOUNT OF BID SHALL BE SHOWN. ALL ENTRIES SHALL BE WRITTEN IN INK OR TYPED TO VALIDATE BID. (NOTE:SHOW PRICE PER UNIT IN FIGURES ONLY.FIGURES WRITTEN TO THE RIGHT OF THE DOT(DECIMAL)IN THE PRICE PER UNIT COLUMN SHALL BE INTERPRETED AS CENTS) ITEM SPEC. TOTAL PRICE PER TOTAL AMOUNT NO. ITEM UNIT UNIT NO. QUANTITY (DOLLARS) DOLLARS SCHEDULE A 99 BOLLARD TYPE 1 8-26 EACH 5 1-25- 5:2 2 — 75_-.- 100 100 FIELD OFFICE BUILDING 8-27 L.S. 1 — /0,4AD /4), 000 101 RELOCATING HISTORICAL MARKER 8-28 EACH 1 /,5-,)0 -. �0 , au — DUCTILE IRON STORM SEWER PIPE 18 , 102 IN. DIAM. 7-04 L.F. 34 — /3,5" `71,S-90 103 OVERFLOW RISER WITH SHEAR GATE, 7-05 EACH 1 - 18 IN. DIAM. 7(;c.Y> 7 J 104 GRAVEL BORROW INCL. HAUL 2-03 TON 360 105 RAISED PAVEMENT MARKER TYPE 1 8-09 HUND 3 — 106 RAISED PAVEMENT MARKER TYPE 2 8-09 HUND 1 `' 3s0 .�53 wa SCHEDULE A SUBTOTAL= $ ,7V-3;i2' Rainier Ave S(SR 167)Improvements Project Schedule of Prices,Addendum No.3 Phase 1:Shattuck Ave S Stormwater Bypass Page 8 of 8 July 2009 Page 10 Provided to Builders Exchanae of WA. Inc. For usaae Conditions Aareement see www.bxwa.com-Always Verify Scale SCHEDULE OF PRICES UNIT PRICES FOR ALL ITEMS,ALL EXTENSIONS AND TOTAL AMOUNT OF BID SHALL BE SHOWN. ALL ENTRIES SHALL BE WRITTEN IN INK OR TYPED TO VALIDATE BID. (NOTE:SHOW PRICE PER UNIT IN FIGURES ONLY.FIGURES WRITTEN TO THE RIGHT OF THE DOT(DECIMAL)IN THE PRICE PER UNIT COLUMN SHALL BE INTERPRETED AS CENTS) ITEM SPEC. TOTAL PRICE PER TOTAL AMOUNT NO. ITEM NO. UNIT QUANTITY UNIT (DOLLARS) DOLLARS SCHEDULE B 1B CONDUIT PIPE 3 IN. DIAM. 8-20 L.F. 1,270 /4 Sly • SCHEDULE B SUBTOTAL= $ /61 970 V `#1 WASHINGTON STATE SALES TAX(W.S.S.T)(9.5%)= $ /i2 y SCHEDULE B SUBTOTAL WITH W.S.S.T.= $ /� 078 Rainier Ave S(SR 167)Improvements Project Schedule of Prices Phase I:Shattuck Ave S Stomwater Bypass Page I of I July 2009 Page 28 Provided to Builders Exchange of WA, Inc. For usage Conditions Agreement see www.bxwa.com-Always Verify Scale • SCHEDULE OF PRICES UNIT PRICES FOR ALL ITEMS,ALL EXTENSIONS AND TOTAL AMOUNT OF BID SHALL BE SHOWN. ALL ENTRIES SHALL BE WRITTEN IN INK OR TYPED TO VALIDATE BID. (NOTE:SHOW PRICE PER UNIT IN FIGURES ONLY.FIGURES WRITTEN TO THE RIGHT OF THE DOT(DECIMAL)IN THE PRICE PER UNIT COLUMN SHALL BE INTERPRETED AS CENTS) PROJECT TOTAL SCHEDULE A SUBTOTAL= $ / 703 Z rv --- SCHEDULE B SUBTOTAL WITH W.S.S.T= $ tic" TOTAL PROJECT COST- $ scs— J721, ?J7 Rainier Ave S(SR 167)Improvements Project Schedule of Prices Phase I:Shattuck Ave S Stormwater Bypass Page I of 1 July 2009 Page 29 Provided to Builders Exchange of WA, Inc. For usage Conditions Agreement see www.bxwa.com-Always Verify Scale ACKNOWLEDGEMENT OF RECEIPT OF ADDENDA ACKNOWLEDGEMENT OF RECEIPT OF ADDENDA: NO. I Date 7 f S' NO. /- Date 1-((°- °? NO. 3 Date 7-A,-'9 Signed Q Title PRc3, r Name of Company R. t4 y Address /0-7 z_14 rnr 4/6 5 City/State/Zip REN-I0A3 t,&M 71057 Telephone ( ZS,) Z2i) —et 03 City of Renton State Contractor's Business License# /6 73 License# RLArc /0yr ft/ Rainier Ave S(SR 167)Improvements Project Acknowledge of Receipt of Addenda Phase I: Shattuck Ave S Stormwater Bypass July 2009 Page 30 Acknowledgement of Receipt of Addenda Provided to Builders Exchange of WA, Inc. For usage Conditions Agreement see www.bxwa.com-Always Verify Scale • i - • 7 BID BOND FORM Herewith find deposit in the form of a certified check, cashier's check,cash, or id bon. in the amount of w which amount is not less than five percent("k)of the '•tal bid. Signature Know All Men by These Presents: That we, R.L. Alia Company as Principal,and North American Specialty *as Surety,are held and firmly bound unto the City of Renton,as Obligee,in the penal sum of Five Percent (5%) of Bid Amount---- dollars,for the payment of which the Principal and the Surety bind themselves,their heirs,executors,administrators, successors and assigns,jointly and severally, by these presents. * Insurance Company The condition of this obligation is such that if the Obligee shall make any award to the Principal for Rainier Ave S (SR 167)* according to the terms of the proposal or bid made by the Principal therefor, and the Principal shall duly make and enter into a contract with the Obligee in accordance with the terms of said proposal or bid and award and shall give bond for the faithful performance thereof, with Surety or Sureties approved by the Obligee;or if the Principal shall, in case of failure to do so,pay and forfeit to the Obligee the penal amount of the deposit specified in the call for bids, then this obligation shall be null and void; otherwise it shall be and remain in full force and effect and the Surety shall forthwith pay and forfeit to the Obligee,as penalty and liquidated damages,the amount of this bond. *Improvements Project, Phase 1: Shattuck Ave S Stormwater Bypass Federal Aid Number: ARRA-0167(044) Project No. CAG-09-125 Signed,sealed and dated this 17th day of July 20°9 R.L. Alia o any PQQttem r rtncpal Nort -American Specialty Insurance Company /II �'II. / L ' �e S.ret _anna M. Meyer, Attorney-in-Fac/ Received return of deposit in the sum of$ Rainier Ave S SR 167)Improvements Project Bid Bond Fonn Phase): Shattuck Ave S Stormw•atcr Bypas.' July 2009 Page 31 Bid Bond Form Provided to Builders Exchange of WA, Inc.For usage Conditions Agreement see www.bxwa.com-Always Verify Scale • r **ape- NAS SURETY GROUP NORTH AMERICAN SPECIALTY INSURANCE COMPANY WASHINGTON INTERNATIONAL INSURANCE COMPANY GENERAL POWER OF ATTORNEY KNOW ALL MEN BY THESE PRESENTS,THAT North American Specialty Insurance Company,a corporation duly organized and existing under laws of the State of New Hampshire,and having its principal office in the City of Manchester,New Hampshire,and Washington International Insurance Company,a corporation organized and existing under the laws of the State of New Hampshire and having its principal office in the City of Itasca,Illinois,each does hereby make,constitute and appoint: CARL NEWMAN,STUART A.O'FARRELL,KAREN P.DEVER,SUSAN B.LARSON,LILLIAN TSE,SCOTT FISHER, JILL A.BOYLE,DEANNA M.MEYER,BENJAMIN L.WOLFE,KARA N.HARMALA and ELIZABETH R.HAHN JOINTLY OR SEVERALLY Its true and lawful Attorney(s)-in-Fact,to make,execute,seal and deliver,for and on its behalf and as its act and deed,bonds or other writings obligatory in the nature of a bond on behalf of each of said Companies,as surety,on contracts of suretyship as are or may be required or permitted by law,regulation,contract or otherwise,provided that no bond or undertaking or contract or suretyship executed under this authority shall exceed the amount of: TWENTY-FIVE MILLION($25,000,000.00)DOLLARS This Power of Attorney is granted and is signed by facsimile under and by the authority of the following Resolutions adopted by the Boards of Directors of both North American Specialty Insurance Company and Washington International Insurance Company at meetings duly called and held on the 24th of March,2000: "RESOLVED,that any two of the Presidents,any Managing Director,any Senior Vice President,any Vice President,any Assistant Vice President, the Secretary or any Assistant Secretary be,and each or any of them hereby is authorized to execute a Power of Attorney qualifying the attorney named in the given Power of Attorney to execute on behalf of the Company bonds,undertakings and all contracts of surety,and that each or any of them hereby is authorized to attest to the execution of any such Power of Attorney and to attach therein the seal of the Company; and it is FURTHER RESOLVED,that the signature of such officers and the seal of the Company may be affixed to any such Power of Attorney or to any certificate relating thereto by facsimile,and any such Power of Attorney or certificate bearing such facsimile signatures or facsimile seal shall be binding upon the Company when so affixed and in the future with regard to any bond,undertaking or contract of surety to which it is attached." ���01hJTY////�/i ,By _C/�/-;^��>__ 00,1 a,omu,yi `�yQpPOqiGg /p(40N u/y SEAL 111 Steven P.Ander on,President&Chief Executive Officer of Washington International Insurance Company a 2 G iP SEAL rcr''yStPi. e '.--4141.% 1973 Qry;n' &Senior Vice President of North American Specialty Insurance Company O: :m I 9 i•-: ti David M.Layman,Senior Vice President of Washington International Insurance Company rwnmaa &Vice President of North American Specialty Insurance Company IN WITNESS WHEREOF,North American Specialty Insurance Company and Washington International Insurance Company have caused their official seals to be hereunto affixed,and these presents to be signed by their authorized officers this 9th day of July 20 09 North American Specialty Insurance Company Washington International Insurance Company State of Illinois County of Du Page ss: On this 9th day of July 20 09,before me,a Notary Public personally appeared Steven P.Anderson ,President and CEO of Washington International Insurance Company and Senior Vice President of North American Specialty Insurance Company and David M.Layman, Senior Vice President of Washington International Insurance Company and Vice President of North American Specialty Insurance Company, personally known to me,who being by me duly sworn,acknowledged that they signed the above Power of Attorney as officers of and acknowledged said instrument to be the voluntary act and deed of their respective companies. r r "OFFICIAL SEM" /,�C/701,0 Ail j J .`'`J DONNA D.SKLENS �!J u t�' Notary Public,State of Illinois Donna D.Sklens,Notary Public My Commission Expires 10106/2011 I, James A.Carpenter , the duly elected Assistant Secretary of North American Specialty Insurance Company and Washington International Insurance Company,do hereby certify that the above and foregoing is a true and correct copy of a Power of Attorney given by said North American Specialty Insurance Company and Washington International Insurance Company,which441"is still in full force and effect. IN WITNESS WHEREOF,I have set my hand and affixed the seals of the Companies this '7 day of ,20 61 James A.Carpenter,Vice President&Assistant Secretary of Washington International Insurance Company& North American Specialty Insurance Company 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: (') No Federal appropriates funds have:peen paid or will be paid, yy or on behaf of toe undersigned, to any person for influencing ng qtr attempting to irf°uence an office-or employee of any Federal agency, a Member of Congress. an officer or employee of Congress,or an employee of a Member :,f Congress in connwcton Mtn the,waning of any Federa contract, the making of any Federal grant, the maiAg of any Federal loan,the entering into of any cooperarve agreement, and the extension, continuation,renewal, amendment, on modification of any Federal contract, gran:, loan or cooperative agreen-ent. (2) =f any funds other than Federal appropriated funds have been c•aid or will be paid to any person for influentrid or attempting to influence an officer or employee. of any Federal agency, a Member of Congress, an officer or employe of Congress, or an erip:oo,ee of a Member of Congress in connection w ro th`s. Federa contract. grant, loan, or cooperative agreen•en:, :he undersigned shat ccmpiete anc:s,l::mit Standard Form-LLL. Dscl rsu re Form to Report Lobbying',"i.^„accordance l'.n t3 instructions. This certification is material representation of the fact upon which reliance was paced when this transaction was made or enterecnto. Submission of this certification is a crerep isre for making or enterino into this transaction imposed by Section 1352 Title 31, J.S. Code. Any person who fails to file the.ectU.'rcd ce tificat;ori sh ,II l:te s,bject to a penalty of not less than $'tC.0O3 and not more than $100,03ic for each fail re. The prospective)'articbant also care s >v s.bmittirc nis cr her i:tid cr pro'ccsa that he or she star:r nu.re t^at he lanc,uac,e of this certification be included in al lower t et subcontracts., which exceed 5103. 00 and that al such subrecipients shall certify anC Cisclose accartincly. L=T= m _ Rainier Ave S(SR 167)Improvements Project Certification of Federal-Aid Contracts Phase I: Shattuck Ave S Stormwater Bypass July 2009 Page 32 Certification for Federal-Aid Contracts Provided to Builders Exchange of WA, Inc. For usage Conditions Agreement see www.bxwa.com-Always Verify Scale CERTIFICATION OF EQUAL EMPLOYMENT OPPORTUNITY REPORT Certification with regard to the Performance of Previous Contracts or Sub-contracts subject to the Equal Opportunity Clause and the filing of Required Reports. The bidder V,, proposed subcontractor , hereby certifies that he has V, has not_, participated in a previous contract or subcontract subject to the equal opportunity clause, as required by Executive Orders 10925, 11 114 or 11246, and that he has V, has not , filed with the Joint Reporting Committee the Director of the Office of Federal Contract Compliance, a Federal Government contracting or administering agency, or the former President's Committee on Equal Employment Opportunity, all reports due under the applicable filing requirements. k' L. 41-„l (0„,"4- . (Company) By: 7-11- 0? IalOt 1D6-li Date: (Title) Note: The above certification is required by the Equal Employment Opportunity Regulations of the Secretary of Labor [41 CFR 60-1.7 (b) (1)1, and must be submitted by bidders and proposed subcontractors only in connection with contracts and subcontracts which are subject to the equal opportunity clause. Contracts and subcontracts which are exempt from the equal opportunity clause are set forth in 41 CFR 60-1.5. (Generally only contracts or subcontracts of$10,000 or under are exempt.) Cun-ently, Standard Form 100 (EEO-1) is the only report required by the Executive Orders or their implementing regulations. Proposed prime contractors and subcontractors who have participated in a previous contract or subcontract subject to the Executive Orders and have not filed the required reports should note that 41 CFR 60-1.7 (b) (1) (i) prevents the award of contracts and subcontractors unless such contractor submits a report covering the delinquent period or such other period specified by the Federal Highways Administration or by the Director, Office of Federal Contract Compliance, U.S. Department of Labor. Rainier Ave S(SR 167)Improvements Project Certification of Equal Employement Opportunity Report Phase I: Shattuck Ave S Stormwater Bypass July 2009 Page 33 Certification of Equal Employment Opportunity Report Provided to Builders Exchange of WA, Inc. For usage Conditions Agreement see www.bxwa.com-Always Verify Scale • Nompe Failure to return this Declaration as part of the bid proposal package will make the laid nonresponsive and ineligible for award. NON-COLLUSION DECLARATION 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 tie undersigned persa-(s). firm,association or corporation has (have;not, either d_rectly or indirectly, entered into any agreement, part cipated in any coll sion, or otherwise tarsen any action in restraint of free cc'mooetitive b°dd'ing ire connect'on Mtn,the project for which this proposal is sub'11:tte^. 2. That by signing the signature page of this proposal, I am deemed to have signed and to have agreed to the provisions of this declaration. NOTICE TO ALL BIDDERS To report rigging act(:ities call: 1-800-424-9071 The U.S. Department of Transportation 1,1 . ,r.T coerates the above tor-free hotine Monday througt1 Fri n . .14 O a.m. to 5:03 p.m., eastern tirt e. Anyone one ed e of oc ssil le IA rigging, bidder coll sio. or other fra..du ent activ t es sha;>ld use the'nctline'to repot such activities. The `hot`ine'Ls cart of L_DOT's continuing effort to clentfy and inses`gate h ghway construction contract fraud and abuse arra is operated under tie direction of the LSDs 1 inspector General. Ail information wir :e:Te3ted conifideritigy and ca le a"clam ty'%/.11 be 7espected. Rainier Ave S(SR 167)Improvements Project Non-Collusion Declaration Phase I: Shattuck Ave S Stonnw•ater Bypass July 2009 Page 34 Non-Collusion Declaration Provided to Builders Exchange of WA, Inc. For usage Conditions Agreement see www.bxwa.com-Always Verify Scale Nor, NON-COLLUSION AND DEBARMENT AFFIDAVIT * STATE OF WASHINGTON ) COUNTY OF k l 4 Ci ) I, the undersigned, an authorized representative of*** R.• L. A Lt A (0!llPj}K , being b first duly sworn on oath do hereby certify that said person(s), firm, association or corporation has (Have) not, either 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. I further certify that, except as noted below, the firm, associated or corporation or any person in a controlling capacity associated therewith or any position involving the administration of federal funds; is not currently under suspension, debarment, voluntary exclusion, or determination of ineligibility by any federal agency; has not been suspended, debarred, voluntarily excluded or determined ineligible by any federal agency within the past 3 years; does not have a proposed debarment pending; and has not been indicted, convicted, or had a civil judgment rendered against said person, firm, association or corporation by a court of competent jurisdiction in any matter involving fraud or official misconduct within the past 3 years. I further acknowledge that by signing the signature page of the proposal, I am deemed to have signed and have agreed to the provisions of this affidavit. Rainier Ave S (SR 167)Improvements Project—Phase 1: Shattuck Ave S Stormwater Bypass Name of Project R.L . 41,4 °imp," Name of Bidder's Firm Signature of Authorized Representative of Bidder 7— / 7 - '? Date I certify that I know or have satisfactory evidence that ptc1-012-0 L- 4i-i A is the person who appeared before me, and said person acknowledged that (he/she) signed this instrument and acknowledged it to be (his/her)free and voluntary act for the uses and purposes mentioned in the instrument. Dated '...51.1 17. d.:,k- 016,,,,ca _ A.,.., , � `ty Notary Public in nd for the State et owl), 4116of Washington residing at k ia%q,/�6o.rq/r5/ Notary(print): 6412-y T. PANk Eovi & W 1 My appointment expires: 8-L2.5.- I l NOTE: Excepc 40, not necess 'ly ` denial of award, but will be considered in determining bidder responsibility. For any exception noted, . `1 s.... • ft s. initiating agency, and dates of action. Providing fake information may result in criminal prosecution or admin, `• A- A suspending or de` . tat may grant an exception permitting a debarred,suspended,or excluded person to participate in a particular transaction upon a written determination by such official stating the reason(s)for deviating from the Presidential policy established by Executive order I2549..."(49 CFR Part 29 Section 29.215). '' If notarization of proposal takes place outside of Washington State.DELETE WASHINGTON,and enter appropriate State. ^`* Fill in county where notarization of proposal takes place. °'** Fill in firm name. Rainier Ave S(SR 167)Improvements Project Non-Collusion Declaration and Debarment Affidavit Phase I: Shattuck Ave S Stonnwater Bypass July 2009 Page 35 Non-Collusion and Debarment Affidavit Provided to Builders Exchange of WA, Inc. For usage Conditions Agreement see www.bxwa.com-Always Verify Scale CERTIFICATION RE: ASSIGNMENT OF ANTITRUST CLAIMS TO PURCHASER STATE OF WASHINGTON ) ) SS COUNTY OF KING ) Vendor and purchaser recognize that in actual economic practice overcharges resulting from antitrust violations are in fact usually borne by the purchaser. Therefore, vendor hereby assigns to purchaser any and all claims for such overcharges as to goods and materials purchased in connection with this order or contract, except as to overcharges resulting from antitrust violations commencing after the date of the bid, quotation, or other event establishing the price under this order or contract. In addition, vendor warrants and represents that each of his suppliers and subcontractors shall assign any and all such claims to purchaser, subject to the aforementioned exception. Rainier Ave S (SR 167)Improvements Project-Phase 1: Shattuck Ave S Stormwater Bypass R. Name of Project i At, IP Name of Bidder's Firm i Signature of Authorized Representative of Bidder 7-17- c' ? Date I certify that I know or have satisfactory evidence that f"r6- fA#12-O L. /41-'4 is the person who appeared before me, and said person acknowledged that (he/she) signed this instrument and acknowledged it to be (his/her) free and voluntary act for the uses and purposes mentioned in the instrument. a Dated V741,/ / 7. P--007 Notary Pub6:,...77Ate d for the State of Washington residing at K-ith amu.-rur, cto 444, Notary(print): 6R�'�/ T /"�Vt E i"' �I. 4r.V My appointment expires: ? aS---If OP.0,44011 4Cissits, Rainier Ave S(SR 167)Improvements Project Assignment of Antitrust Claims Phase 1: Shattuck Ave S Stormwater Bypass July 2009 Page 36 Certification RE:Assignment of Antitrust Claims to Purchaser Provided to Builders Exchange of WA, Inc. For usage Conditions Agreement see www.bxwa.com-Always Verify Scale • .4100.1 MINIMUM WAGE AFFIDAVIT FORM STATE OF WASHINGTON ) SS COUNTY OF KING ) I, the undersigned, having been duly sworn, deposed, say and certify that in connection with the performance of the work of this project, I will pay each classification of laborer, workman, or mechanic employed in the performance of such work, not less than the prevailing rate of wage or not less than the minimum rate of wages as specified in the principal contract; that I have read the above and foregoing statement and certificate, know the contents thereof and the substance as set forth therein, is true to my knowledge and belief. Rainier Ave S (SR 167)Improvements Project—Phase 1: Shattuck Ave S Stormwater Bypass Name of Project 4. L. 1-7,„e} ame of Bidder's Firm Signature of Authorized Representative of Bidder Date 7" /7-�y I certify that I know or have satisfactory evidence that / /c1-1--4-12.0 L. 4,4- is the person who appeared before me, and said person acknowledged that (he/she) signed this instrument and acknowledged it to be (his/her) free and voluntary act for the uses and purposes mentioned in the instrument. Dated 2.00 Notary Public ' and for the State of Washington residing at /kz4/Gt (1),,A ry Notary (print): &illy T. "/tn/1dvEadt c-i: `� y My appointment expires: ' 4 Car r2a„ oi Rainier.Ave S(SR 167)Improvements Project Minimum Wage Affidavit Forni Phase 1: Shattuck Ave S Stormwater Bypass July 2009 Page 37 Minimum Wage Affidavit Form Provided to Builders Exchange of WA, Inc. For usage Conditions Agreement see www.bxwa.com-Always Verify Scale • . • %ore Now' Ink VI; Washington State Disadvantaged Business im Department e4 Transportation Enterprise Utilization Certification 7-D eligible for award of this C.:7:r=the:. f out and subrt t,as part of is be or000sa!.the foPowing Dsadvantalad ainess Etterpriss Utilization Oertfication:aating to DiSa,:Vantagss Bus,,s-as Entrat se:;06E.) requirerre..ns.The C.IDnt-ac,tng A.;e-tyS. 5 ce,t Bider as r,e7-:.tssponsve ant a reject sr.?. propos a trat::ss denta. a BE°err:leaden whiOn properly decmonstrates that tre bidder will meet t- CSEparteipate,,t.requirere7ts in ee of t74 evided for:7 f-a proposed cdtttract. if Vs:bidder s eing ett t-e good fait r effort ittathod:o meet t-a CEE assigned:onra:t goal.doc,:mentation addite,n to the :erticate:must ite s,.:±enitted wit tre bid p:tott.dsal SS support fot s-th effons,The suo:esaf bidder's:GE Certi,,tadon shall tee tee-led a part of tre res in :onttadt.informat,o-.on dert:led tires available trent:OM:WEE,lejeohone R. L. 4,-4 66 en PANyv eertles t-a:the:i 'ant - e:Eus-tess Ent -se :EEFirra ste:below have been dont:sets:regarding panicdatien t:7 t is Cr,:7 t'ta pr,*.s.dt and;s awarded the dont-a:L.:shall asse ettat subcerttracts or supply agree:res are execed witt trese lire where a:7d,vards Goal' :s 7s:essar1...:se a ddtional sheet.) Project Role Amount to Name of DBE Subctintractor„ Description of Work be Applied Certificate Number Manufacturer, fiemar Towards Goal inte't Pr /3 ,- 041.t,) /9f zik - Entet::::-se 2tdonttadt oal: /32( z7 :GE Teta S /73 2(4 *4' ' 7eiu 3':43 S..'sta:Js r%st apctr:,,ed pa-::bd eLny.,.a as ins :Mite at Cpror:Jrty Iatale n 7-txtsp.tcader.:r 5zacort-ad!. Ire se:11:r :55;am:tat:or Tev.a.r:meetirg ir tte Certtatt ,•• Tie,20:7:70:: iA:ie7tcy i.0 C÷:ET11:- r',C: b;J:i.r 7as T 7E.;03i. 71 01.al.27:71-S•11::cn'tsrerts dat.o..e.er lItJs :ra sn a Ire irdi,ALai trer tre si.17 Case an:LVETIElea sr3II ar: tE Rainier Ave S(SR 167)Improvements Project Disadvantaged Business Enterprise Utilization Certification Phase 1: Shattuck Ave S Stormwater Bypass July 2009 Page 38 Disadvantaged Business Enterprise Utilization Certification Provided to Builders Exchange of WA, Inc. For usage Conditions Agreement see www.bxwa.com-Always Verify Scale • SUBCONTRACTOR LIST FORM RCW 39.30.060 requires that for all public works contracts exceeding$1,000,000 the bidder shall submit the names of all subcontractors whose subcontract amount exceeds ten percent (10%) of the contract price, and/or whose work involves either heating, air conditioning, ventilation, plumbing, or electrical. If the subcontractor's names are not submitted with the bid, or within 24 hours of the bid, the bid shall be considered nonresponsive and, therefore, void. Complete one of the following for contracts that exceed $1,000,000: A. There are no subcontractors proposed whose subcontract amount exceeds ten percent (10%) of the contract price. Name: Title: Signature: B. The following subcontractor(s) subcontract amount exceeds 10 percent (10%) of the contract price: (list subcontractor and bid item) Bid Item(s): 1 '"7 (P-12-71c.m.., fj 17 %v (//, f 2-, 1 1 Subcontractor Name: S/( //*z_ Address: K&Ai ,,J/1 Phone No.: (2- :3)8 74-7/77 State Contractor's License No. 414€ 32//k-7 Bid Item(s): 27 Subcontractor Name: /-4r /nix ✓021 Address: �lr( kw((-4 ,A// Phone No.: ( 2.th) 32Y -k-'/06, State Contractor's License No. %fL")T41T.j.:; -2/7 L ,_ Bid Item(s): �c,uf L ,NA L , /41 , 4 (<a Subcontractor Name: Address: Phone No.: State Contractor's License No. Bid Item(s): Q VA- Subcontractor Name: Address: Phone No.: State Contractor's License No. Rainier Ave S(SR 167)Improvements Project Subcontractor List Form Phase I: Shattuck Ave S Stormwater Bypass July 2009 Page 39 Subcontractor List Form Provided to Builders Exchange of WA, Inc. For usage Conditions Agreement see www.bxwa.com-Always Verify Scale Nisor Noe Bid Item(s): Subcontractor Name: Address: Phone No.: State Contractor's License No. Bid Item(s): Subcontractor Name: Address: Phone No.: State Contractor's License No. Bid Item(s): Subcontractor Name: Address: Phone No.: State Contractor's License No. c Signature of Authorized Representative of Bidder r Subscribed and sworn to be before me on this 71- day of -> Uly , ?p O 6?-4.67/1,42.-- PqH Notary Public in//and for the State of Washington _vs t�TAgYF� Notary(Print) EXP •"Want Residing at N1/1, �► My appointment expires: I" -2 // 940 6, WAVS Rainier Ave S(SR 167)Improvements Project Subcontractor List Form Phase 1: Shattuck Ave S Stormwater Bypass July 2009 Page 40 Provided to Builders Exchange of WA, Inc. For usage Conditions Agreement see www.bxwa.com-Always Verify Scale it • eA a.�i ,',,,,75 ;`, fl • "0 3 o .•., --1 C 33 .� D > CD (�403 �,- C 0 � � � =3 .C1)‘.< DZo0 CGin = 11D0 � G ° f6 0 nicom —e Q. � � D � � C Cfl � � jXC7 co00 OO ( vc" Zy n — `G z m � NoviBID BOND FORM *woe Herewith find deposit in the form of a certified check, cashier's check, cash, or bid bond in the amount of S 5% of total amaIIt bid which amount is not less than five percent (5%) of the total bid. Z-57i .. Si_`gitUre T - r Know All Men by These Presents: That w e, Rodarte Construction, Inc . , as Principal, and Travelers Casualty and Surety Company of America as Surety, are held and firmly bound unto the City of Renton. as Obligee, in the penal sum of Fiwperciantof total arrant bid dollars,for the payment of which the Principal and the Surety bind themselves, their heirs,executors. administrators, successors and assizes,jointly and severally,by these presents, Rainier Ave. S The-condition of this obligation is such that if the Obligee shall make any award to the Principal for (SR 167) P1 a 1• ter Bypass according to the terms of the proposal or bid made by the Principal therefor, and the Principal shall duly make and enter into a contract with the Obligee in accordance with the terms of said proposal or bid and award and shall eve bond for the faithful performance thereof,with Surety or Sureties approved by the Obligee; or if the Principal shall, in case of failure to do so,pay and forfeit to the Obligee the penal amount of the deposit-specified in the call for bids, then this obligation shall be null and void; otherwise it shall be and remain in full force and effect and the Surety shall forthwith pay and forfeit to the Obligee, as penalty and liquidated damages,the amount of this bond. Signed. sealed and dated this 14th day of July , ?0 0 9 Sun v enneth J. Fri k Attorney-in-Fact Received return of deposit in the sum of S kaini r Ave S(SR 1571 hnpro+erncnt�Project BtO Bond Form Pha.s 1: Shattuck Ave S Storntwatcr BypYas July.2009 Page 31 Bid Bond Form Provided to Builders Exchange of WA, Inc_ For usage Conditions Agreement see www.bxwa_com-Always Verity Scale t . r f WARNING:THIS POWER OF ATTORNEY IS INVALID WITHOUT THE RED BORDER • iA► ; POWER OF ATTORNEY TRAVELERSFarmington Casualty Company St.Paul Guardian Insurance Company Fidelity and Guaranty Insurance Company St.Paul Mercury Insurance Company Fidelity and Guaranty Insurance Underwriters,Inc. Travelers Casualty and Surety Company Seaboard Surety Company Travelers Casualty and Surety Company of America St.Paul Fire and Marine Insurance Company United States Fidelity and Guaranty Company Attorney-In Fact No. 218701 Certificate No.0 02 4 9 8356 KNOW ALL MEN BY THESE PRESENTS:That Seaboard Surety Company is a corporation duly organized under the laws of the State of New York,that St.Paul Fire and Marine Insurance Company,St.Paul Guardian Insurance Company and St.Paul Mercury Insurance Company are corporations duly organized under the laws of the State of Minnesota,that Farmington Casualty Company,Travelers Casualty and Surety Company.and Travelers Casualty and Surety Company of America are corporations duly organized under the laws of the State of Connecticut,that United States Fidelity and Guaranty Company is a corporation duly organized under the laws of the State of Maryland,that Fidelity and Guaranty Insurance Company is a corporation duly organized under the laws of the State of Iowa,and that Fidelity and Guaranty Insurance Underwriters,Inc.is a corporation duly organized under the laws of the State of Wisconsin(herein collectively called the"Companies"),and that the Companies do hereby make,constitute and appoint Donna S.Martinez,Kenneth J.Frick,and Alex B.Hodge of the City of Yakima , State of Washington ,their true and lawful Attorney(s)-in-Fact. each in their separate capacity if more than one is named above,to sign,execute,seal and acknowledge any and all bonds,recognizances.conditional undertakings and other writings obligatory in the nature thereof on behalf of the Companies in their business of guaranteeing the fidelity of persons, guaranteeing the performance of contracts and executing or guaranteeing bonds and undertakings required or permitted in any,actions or proceedings allowed by law. IN WITNESS WHEREOF,the Companies have caused this instrument to be signed and their corporate seals to be hereto affixed,this 15th day of July 2008 Farmington Casualty Company St.Paul Guardian Insurance Company Fidelity and Guaranty Insurance Company + St.Paul Mercury Insurance Company Fidelity and Guaranty Insurance Underwriters,Inc. Travelers Casualty and Surety Company Seaboard Surety Company Travelers Casualty and Surety Company of America St.Paul Fire and Marine Insurance Company United States Fidelity and Guaranty Company SUREl °F�a[mw,,.,,� ..� S ;:•�`�.,, ptva o 'a472.11;;; F11rYghO G y )' d'�� 6 �N '' •\ INS N 1, • ETL anwc� :f_ J M, j�.. G,yl �+JP.. ..A9,y yJ s� ��O �, O J• FK 0 2 P: RGOR C FPOkFT�CI^,": '?n Q, 5 O I�ri'^�r�nV1rE�GG Z m: �t m i W:C��.� f n: a < 'T°IY1M71:4�r1 t-`11 '_."'896[u 1982 O < 197] �g �927 < _ �4.au = e f HARTFORD. Z c ; bF E 1951 w t +.SE AL.os =','SEAL a cQNu. o �corw. r, A.7 y♦ F a .'d 04 (i • ` 4.cFne }SVFnNGt p. ,S. 11�a- v1S......•1<a W 61 H-J 177.;4; f ANS Cdr .+a •v ti E 1 c ..N •�'f � �,I ' ; ��'q �'i State of Connecticut By: City of Hartford ss. Georg Thompson, senior 'ice President On this the 15th day of July 2008 before me personally appeared George W.Thompson,who acknowledged himself to be the Senior Vice President of Farmington Casualty Company, Fidelity and Guaranty Insurance Company, Fidelity and Guaranty Insurance Underwriters, Inc., Seaboard Surety Company, St. Paul Fire and Marine Insurance Company, St. Paul Guardian Insurance Company, St. Paul Mercury Insurance Company, Travelers Casualty and Surety Company,Travelers Casualty and Surety Company of America, and United States Fidelity and Guaranty Company, and that he, as such, being authorized so to do,executed the foregoing instrument for the purposes therein contained by signing on behalf of the corporations by himself as a duly authorized officer. In Witness Whereof,I hereunto set my hand and official seal. ( C • V My Commission expires the 30th day of June,2011. C�pUBUG * \cfMarie C.Tetreault.Notary Public ,mss 58440-5-07 Printed in U.S.A. WARNING:THIS POWER OF ATTORNEY IS INVALID WITHOUT THF_RFD BORDER t WARNING:THIS POWER OF ATTORNEY IS INVALID WITHOUT THE RED BORDER This Power of Attorney is granted under and by thprity of the following resolutions adopted by the Boards ectors of Farmington Casualty Company,Fidelity ! and Guaranty Insurance Company,Fidelity and G ranty Insurance Underwriters,Inc., Seaboard Surety Co , St. Paul Fire and Marine Insurance Company, St. Paul Guardian Insurance Company, St.Paul Mercury Insurance Company,Travelers Casualty and Surety Company,Travelers Casualty and Surety Company of America,and United States Fidelity and Guaranty Company,which resolutions are now in full force and effect,reading as follows: RESOLVED,that the Chairman, the President,any Vice Chairman, any Executive Vice President, any Senior Vice President, any Vice President, any Second Vice President,the Treasurer,any Assistant Treasurer,the Corporate Secretary or any Assistant Secretary may appoint Attorneys-in-Fact and Agents to act for and on behalf of the Company and may give such appointee such authority as his or her certificate of authority may prescribe to sign with the Company's name and seal with the Company's seal bonds,recognizances,contracts of indemnity,and other writings obligatory in the nature of a bond,recognizance,or conditional undertaking,and any of said officers or the Board of Directors at any time may remove any such appointee and revoke the power given him or her;and it is FURTHER RESOLVED,that the Chairman,the President,any Vice Chairman,any Executive Vice President,any Senior Vice President or any Vice President may delegate all or any part of the foregoing authority to one or more officers or employees of this Company,provided that each such delegation is in writing and a copy thereof is filed in the office of the Secretary;and it is FURTHER RESOLVED,that any bond,recognizance,contract of indemnity,or writing obligatory in the nature of a bond,recognizance,or conditional undertaking shall be valid and binding upon the Company when(a)signed by the President,any Vice Chairman,any Executive Vice President,any Senior Vice President or any Vice President,any Second Vice President,the Treasurer,any Assistant Treasurer,the Corporate Secretary or any Assistant Secretary and duly attested and sealed with the Company's seal by a Secretary or Assistant Secretary;or(b)duly executed(under seal,if required)by one or more Attorneys-in-Fact and Agents pursuant to the power prescribed in his or her certificate or their certificates of authority or by one or more Company officers pursuant to a written delegation of authority; and it is FURTHER RESOLVED,that the signature of each of the following officers:President,any Executive Vice President,any Senior Vice President,any Vice President, any Assistant Vice President,any Secretary,any Assistant Secretary,and the seal of the Company may be affixed by facsimile to any power of attorney or to any certificate relating thereto appointing Resident Vice Presidents, Resident Assistant Secretaries or Attorneys-in-Fact for purposes only of executing and attesting bonds and undertakings and other writings obligatory in the nature thereof,and any such power of attorney or certificate bearing such facsimile signature or facsimile seal shall be valid and binding upon the Company and any such power so executed and certified by such facsimile signature and facsimile seal shall be valid and binding on the Company in the future with respect to any bond or understanding to which it is attached. I,Kori M.Johanson,the undersigned,Assistant Secretary,of Farmington Casualty Company,Fidelity and Guaranty Insurance Company,Fidelity and Guaranty Insurance Underwriters, Inc., Seaboard Surety Company, St. Paul Fire and Marine Insurance Company, St. Paul Guardian Insurance Company, St. Paul Mercury Insurance Company,Travelers Casualty and Surety Company,Travelers Casualty and Surety Company of America,and United States Fidelity and Guaranty Company do hereby certify that the above and foregoing is a true and correct copy of the Power of Attorney executed by said Companies,which is in full force and effect and has not been revoked. IN TESTIMONY WHEREOF,I have hereunto set my hand and affixed the seals of said Companies this 1 4th day of July 20 9 Kori M.Johans Assistant Secretary , Wu, ;U SMww �y� GnVOcI�T ��Vq ; �y 5f� JyF\RE 4W^b»'Y O�*N.NSG Pl INSUq� JPttY 4Ap9 17b "'iY f�tY"�O L f'. 0♦� r 7 Q: :14J:�............ G 4� �� N Z` 'a 4 P f�°RPORA/F'>< Q gPORA °t a 6 MtCOlIFOItATED 1982 oWrpO rf,t�r _ 49; �.�+' x: —.— n- a HARTFORD, HARtR1Ro. <Z N 1977 27 �, ,; n {{,; W CCM. n CARrA a in 1896 '.s qS y 1951 N SEAL!o3 i,: �' < . 04 4'OF .A.Nr� 1r.........*ad '44 . a4b '4r '4 %en ad) To verify the authenticity of this Powerof Attorney,call 1-800-421-3880 or contact us at www.travelersbond.com.Please refer to the Attorney-In-Fact number, the above-named individuals and the details of the bond to which the power is attached. WARNING:THIS POWER OF ATTORNEY IS!NW I ID WITHOUT THE RED BORDER mittwe 23. Checklist ❑ It is the responsibility of each bidder to ascertain if all the documents listed on the attached index are included in their copy of the bid specifications. 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 bid opening time. ❑ Have you submitted, as part of your bid, all documents marked in the index as "Submit With Bid"? ❑ Has a bid bond or certified check been enclosed? ❑ Is the amount of the bid guaranty at least 5% of the total amount bid, including sales tax? ❑ Has the proposal been signed? • Have you bid on ALL ITEMS and ALL SCIIEDLLES? ❑ Have you submitted the Subcontractors List(if required)? ❑ Have you reviewed the Prevailing Wage Requirements? ❑ Have you certified receipt of addenda, if any? Rainier Ave S(SR 167)Improvements Project Instructions to Bidders Phase 1: Shattuck Ave S Storntwater Bypass July 2009 Page 12 Provided to Builders Exchange of WA, Inc. For usage Cc:-d tions Agreen'er. see ,AA,ivvvv.t; ra.ccm- Always Verify Scale , t .r CORPORATE RESOLUTI Resolved that John Ells,Estimator Whose signature appears below is hereby authorized,directed and empowered for and on behalf of the corporation and in its name to execute Construction Project Bid Documents,Bid Bonds,and all other Bid Related Documents for and on behalf of Rodarte Construction,Inc. as may be required. Authorized Signatures: John Ells It is Further Resolved that Bradley Deakins Whose signature appears below is hereby authorized,directed and empowered for and on behalf of the corporation and in its name to execute in the capacity of Assistant Corporate Secretary,in the absence of Shirley D.Rodarte,Corporate Secretary, all Construction Project Bid Documents,Bid Bonds,Certifications,or Affidavits and all other Corporate Documents for and on behalf of Rodarte Construction,Inc.as may be required. Authorized Signatures: Bradley De ns • I, Frank Rodarte President of Rodarte Construction,Inc. do hereby certify that the resolution appearing above is a full,true and correct copy of a resolution of the Board of Directors of said company which was duly and regularly called and held in all respects as required by law and that the signatures appearing on the above mentioned copy of said resolutions are the genuine signatures of the persons mentioned in said resolution and authorized to act on behalf of said company as set forth in said resolution. I further certify that said resolution had not been amended or revoked and is still in full force and effect. IN WITNESS WHEREOF,I have hereunto set my hand as such Officer of said corporation and affix the corporate seal of said corporation this 3rd day of April ,2008. ‘7....eveZ_212.4.45:4------ Frank Rodarte,President Acknowledged On this 3rd day of April ,2008,before me the undersigned,a Notary Public in and for the State of Washington, duly commissioned and sworn,personally appeared Frank Rodarte,Sr.; John Ells,and Bradley Deakins to me known to be the individual(s)described in and who executed the foregoing instrument,and acknowledged to me that they signed and sealed the said instrument as their free and voluntary act and deed,for the uses and purposes therein mentioned. Witness my hand and official seal affixed the day and year in this certificate above written. �_ 4101ir,•), Signed 1 A Tr,T j� Notary Public in and for a State of Washingt n F, ' Residing at Auburn.Washington 'k ` NARY -Y, ',/ My Commission expires: 10/03/2011 ARC lic ' t wrf , City of Renton Contract Documents for Rainier Ave S (SR 167) Improvements Project Phase 1: Shattuck Ave S Stormwater Bypass III. PROJECT PROPOSAL Project: Rainier Ave S (SR 167) Improvements Project Phase 1: Shattuck Ave S Stormwater Bypass Project No...CAG-09-125 Company: Vtalli---q `--6V`CTY 1 t b-YV Address: Q2tRAAJAA LA, 0\ qt --9 ( l� Cj 1 Phone No: ?, S7) .. C� " 1 1 c.2 2-Fax No: 7 ��j c >g L Bid Amount: $ 13 3`i , 005. Page 17 III. Project Proposal Provided to Builders Exchange of WA, Inc. For usage Conditions Agreerrenr see www bxwa corn-Always Verify Scale BIDDER'S CHECKLIST 1. PROJECT PROPOSAL COVER SHEET 2. BIDDER'S CHECKLIST 3. PROPOSAL FORM 4. SCHEDULE OF PRICES 5. ACKNOWLEDGEMENT OF RECEIPT OF ADDENDA 6, BID BOND FORM 7. CERTIFICATION FOR FEDERAL-AID CONTRACTS 8. CERTIFICATION OF EQUAL EMPLOYMENT OPPORTUNITY REPORT 9. NON-COLLUSION DECLARATION 10. NON-COLLUSION AND DEBARMENT AFFIDAVIT 1 1. ASSIGNMENT OF ANTITRUST CLAIMS 12. MINIMUM WAGE AFFIDAVIT FORM 1 3. DISADVANTAGED BUSINESS ENTERPRISE UTILIZATION CERTIFICATION 14. SUBCONTRACTOR LIST FORM The above documents must be executed by the Contractor's President, Vice-President, and Secretary if corporation by-laws permit. All pages must be signed. In the event another person has been duly authorized to execute contracts, a copy of the corporation minutes establishing this authority must be attached to the bid document. Rainier Ace S ISR 1671 Improvements Project Bidders Checklist Phase 1: Shattuck Avc S Stormwater Bypass July 2009 Page 18 Bidder's Checkiist Provided to Builders Exchange of WA, Inc. For usage Conditions Agreemen:see www.bxwa.com-Always Verify Scale Niue CITY OF RENTON Rainier Ave S (SR 167) Improvements Project Phase 1: Shattuck Ave S Stormwater Bypass Federal Aid Number: ARRA-0167(044) PROPOSAL TO THE CITY OF RENTON RENTON, WASHINGTON Ladies and/or Gentlemen: The undersigned hereby certify that the bidder has examined the site of the proposed work and has read and thoroughly understands the plans, specifications, and contract governing the work embraced in this improvement, and the method by which payment will be made for said work, and hereby propose to undertake and complete the work embraced in this improvement, or as much thereof as can be completed with the money available, in accordance with the said plans, specifications and contract, and the following schedule of rates and prices. (Note: Unit prices for all items,all extensions, and total amount of bid shall be shown. Show unit prices in figures only.) JaNN E4..4_S Z-57-l.+�YrTbn Per Printed Name: ;�� •� �r � i _ RAN. '' ,J Signature: Address: t01-Abi,Akt/ iiv (141 Names of Members of Partnership: Or Name of President of Corporation y-vouf, c, Name of Secretary of Corporation f\ t Corporation Organized under the laws of 0„k1, . with main office in State of Washington at (\ lA C& Rainier Ave S(SR (67)Improvements Protect Proposal Phase I: Shatr_tck Ave S Stonnwatsr Bcpas. July 20(19 Page 19 Proposal Provided to Builders Exchange of WA, Inc. For usage Conditions Agreement see www.bxwa.com-Always Verify Scale SCHEDULE OF PRICES UNIT PRICES FOR ALL ITEMS,ALL EXTENSIONS AND TOTAL AMOUNT OF BID SHALL BE SHOWN. ALL ENTRIES SHALL BE WRITTEN IN INK OR TYPED TO VALIDATE BID. (NOTE:SHOW PRICE PER UNIT IN FIGURES ONLY.FIGURES WRITTEN TO THE RIGHT OF THE DOT(DECIMAL)IN THE PRICE PER UNIT COLUMN SHALL BE INTERPRETED AS CENTS) ITEM SPEC. TOTAL PRICE PER TOTAL AMOUNT NO. ITEM UNIT UNIT NO. QUANTITY (DOLLARS) DOLLARS SCHEDULE A 1 MINOR CHANGE 1-04 CALC 1 $ 5,000.00 $ 5,000.00 ry 2 CONTRACTOR SUPPLIED SURVEYING 1-05 L.S. 1 ;�;,IOo�, # I dcac� •, C'e" 3 SPCC PLAN 1-07 L.S. 1 ,V 51a!?, ca 5 op of 4 ARCHAEOLOGICAL AND HISTORICAL 1-07 EST. 1 $ 25,000.00 $ 25,000.00 SALVAGE PEDESTRIAN CONTROL AND 5 PROTECTION 1-07 L.S. A 1 4 L l cso o '.t, i 2.1 o 0 c, "' 6 HIGH VISIBILITY FENCE 1-08 L.F. 87 .1) • " id Zai �'� 7 MOBILIZATION 1-09 L.S. 1 \ •_, 1 0�;� ,OW CU PROJECT TEMPORARY TRAFFIC 8 CONTROL 1-10 L.S. 1 i 40100 .") V 460uo0 , o� 9 UTILITY POTHOLING 1-17 EST. 1 $ 25,000.00 $ 25,000.00 10 RESOLUTION OF UTILITY CONFLICTS 1-17 EST. 1 $ 50,000.00 $ 50,000.00 11 CLEARING AND GRUBBING 2-01 ACRE 0.03 ¶ 30100c,`0� ,lob . `'`' 12 ROADSIDE CLEANUP 2-01 EST. 1 $ 10,000.00 $ 10,000.00 13 REMOVAL OF STRUCTURES AND 2-02 L.S. 1 OBSTRUCTION 5100x7.J° ; 5 touv 14 REMOVING CEMENT CONC. SIDEWALK 2-02 S.Y. 328 r, ``.'' t i 1,4111 u° Rainier Ave S(SR 167)Improvements Project Schedule of Prices,Addendum No.3 Phase 1:Shattuck Ave S Stormwater Bypass Page 1 of 8 July 2009 Page 3 Schedule of Prices Provided to Builders Exchange of WA, Inc. For usage Conditions Agreement see www.bxwa.com-Always Verify Scale SCHEDULE OF PRICES UNIT PRICES FOR ALL ITEMS,ALL EXTENSIONS AND TOTAL AMOUNT OF BID SHALL BE SHOWN. ALL ENTRIES SHALL BE WRITTEN IN INK OR TYPED TO VALIDATE BID. (NOTE:SHOW PRICE PER UNIT IN FIGURES ONLY.FIGURES WRITTEN TO THE RIGHT OF THE DOT(DECIMAL)IN THE PRICE PER UNIT COLUMN SHALL BE INTERPRETED AS CENTS) ITEM SPEC. TOTAL PRICE PER TOTAL AMOUNT NO. ITEM NO. UNIT QUANTITY UNIT (DOLLARS) DOLLARS SCHEDULE A 15 REMOVING ASPHALT CONC. 2-02 S.Y. 2,869 S : "� `'. PAVEMENT (N I 3�5 16 REMOVING CEMENT CONC. CURB AND 2-02 L.F. 450 GUTTER $ I , "`' $ YSO , `'— 17 ABANDON AND FILL STORM DRAIN 2-02 L.F. 480 PIPE 6 ex, Ll$g0 :'‘7 18 REMOVING CHAIN LINK FENCE 2-02 L.F. 60 19 SAWCUTTING 2-02 L.F. 2,830 $ Z , °`� $ 5 i 6‘0 c''D 20 ROADWAY EXCAVATION INCL. HAUL 2-03 C.Y. 1,024 4 La. °3 $7.A.V1'EQ. "" 21 ABANDONMENT OF MONITORING 2-05 EACH 3 WELLS $ '10C °o , I 1 LOO . o(s STRUCTU22 INCL. HAUL 2-09 EXCAVATION CLASS A C.Y. 113 'Sb . °� $ 5`650 .°C' 23 SSHORING OR EXTRA EXCAVATION CL. 2 09 L.S. 1 ..0 (7° STRUCTURE EXCAVATION CLASS B 2-09 C.Y. 4,977 O INCL. HAUL 4 1 .244 ,7-5 24 25 SHORING OR EXTRA EXCAVATION 2-09 S.F. 19,246 e5 c“,2_,' ° CLASS B Q 26 CONSTRUCTION GEOTEXTILE FOR 2-12 S.Y. 4,563 iS z5 SEPARATION Q . A+ 3 i`i ZZ 27 CRUSHED SURFACING TOP COURSE 4-04 TON 949 - 25e 23172-5 28 PLANING BITUMINOUS PAVEMENT 5-04 S.Y. 1,560 $ . " i q 13 .ex." Rainier Ave S(SR 167)Improvements Project Schedule of Prices,Addendum No.3 Phase 1:Shattuck Ave S Stormwater Bypass Page 2 of 8 July 2009 Page 4 Provided to Builders Exchange of WA, Inc. For usage Conditions Agreement see www.bxwa.com-Always Verify Scale SCHEDULE OF PRICES UNIT PRICES FOR ALL ITEMS,ALL EXTENSIONS AND TOTAL AMOUNT OF BID SHALL BE SHOWN. ALL ENTRIES SHALL BE WRITTEN IN INK OR TYPED TO VALIDATE BID. (NOTE:SHOW PRICE PER UNIT IN FIGURES ONLY.FIGURES WRITTEN TO THE RIGHT OF THE DOT(DECIMAL)IN THE PRICE PER UNIT COLUMN SHALL BE INTERPRETED AS CENTS) PRICE PER ITEM SPEC. TOTAL TOTAL AMOUNT NO. ITEM NO. UNIT QUANTITY UNIT (DOLLARS) DOLLARS SCHEDULE A 29 HMA CL. 1/2 IN. PG 64-22 5-04 TON 2,182 1,n, • `�" i 1701 I`iU• oma; CEMENT CONC. PAVEMENT- CI 30 5-05 C.Y. 18 INCLUDING DOWELS ,r--1,0.cam '® 31 CONC. CLASS 4000 FOR FOUNDATION 6-02 C.Y. 95 1al.) •W '\\ ,t-100. 32 ST. REINF. BAR FOR FOUNDATION 6-02 LB. 9,322 5a 33 UNDERDRAIN PIPE 6 IN.DIAM. 7-01 L.F. 220 i 16 ,°c 31`1(7t.'--(' ' 34 TESTING STORM SEWER PIPE 7-04 L.F. 1,686 1 3 ,cc 1 5 i Sgt `'a CORRUGATED POLYETHYLENE STORMCo 35 SEWER PIPE 12 IN. DIAM. 7 04 L.F. 432 13© 00 301 L''ll? 36 CORRUGATED POLYETHYLENE STORM 7-04 3 IS L.F. 39 >r5X SEWER PIPE 18 IN. DIAM. (� . 3 l 37 CORRUGATED POLYETHYLENE STORM 7-04 L.F. 1,139 °c' °" SEWER PIPE 48 IN. DIAM. ZL5 Z56 IZ75' 38 DUCTILE IRON STORM SEWER PIPE 12 7-04 L.F. 81 as ' 7 LeiO . ecs IN. DIAM. �� 1 0039 CONCRETE INLET 7-05 EACH 4 5L0 `� Z love. 40 CATCH BASIN TYPE 1 7-05 EACH 9 gat, ."� i 7 I 7-`u, • -c 41 CATCH BASIN TYPE 2 48 IN. DIAM. 7-05 EACH 3 ki - loop•G' 4 GI pc 0 °`) 42 CATCH BASIN TYPE 2 72 IN. DIAM. 7-05 EACH 1 15b0. " 4 , Sp0.cO Rainier Ave S(SR 167)Improvements Project Schedule of Prices,Addendum No.3 Phase 1:Shattuck Ave S Stormwater Bypass Page 3 of 8 July 2009 Page 5 Provided to Builders Exchange of WA, Inc. For usage Conditions Agreement see www.bxwa.com-Always Verify Scale SCHEDULE OF PRICES UNIT PRICES FOR ALL ITEMS,ALL EXTENSIONS AND TOTAL AMOUNT OF BID SHALL BE SHOWN. ALL ENTRIES SHALL BE WRITTEN IN INK OR TYPED TO VALIDATE BID. (NOTE:SHOW PRICE PER UNIT IN FIGURES ONLY.FIGURES WRITTEN TO THE RIGHT OF THE DOT(DECIMAL)IN THE PRICE PER UNIT COLUMN SHALL BE INTERPRETED AS CENTS) ITEM SPEC. TOTAL PRICE PER TOTAL AMOUNT NO. ITEM UNIT UNIT NO. QUANTITY (DOLLARS) DOLLARS SCHEDULE A 43 CATCH BASIN TYPE 2 84 IN. DIAM. 7-05 EACH 7 1 rjLL) r3A c I f I 44 CASING CATCH BASIN TYPE 2 84 IN. DIAM.WITH 7-05 EACH 2 \O l LX `j`'' ' t 0C- ,UL) 45 ABANDON EXISTING MANHOLE 7-05 EACH 2 i.LIZ) (_L C46 STRUCTUREON TO DRAINAGE 7-05 EACH 6 '5� (_�.; _� -.lk) J��� �� 47 CONNECTION TO EXISTING MANHOLE 7-05 EACH 2 � C-'; \ ) to 48 CONNECT STRUCTURE TO EXISTING 7-05 EACH 9 t`5C,� ' 1 LAG)-.., -(-4:)49 ADJUST MANHOLE 7-05 EACH 7 3( (o Z'l yp . tz 50 MANHOLE 48 IN. DIAM.TYPE SANITARY 7-05 EACH 3 Cs) . �c3t t . LC' 51 SANITARY MANHOLE EXTRA SHALLOW 7-05 EACH 1 t n .C TYPE C 52 ADJUST CATCH BASIN 7-05 EACH 1 - « -)-)C .( L LOCKING SOLID 53 FRAME FOR CATCHTAL BASIN COVER AND 7-05 EACH 1 � tom % :�' 54 ADJUST VALVE BOX 7-05 EACH 8 D -5 ' ) cc CC' 55 DEWATERING 7-06 L.S. 1 4-1CL ( ' i_v_5 ow LO BANK RUN GRAVEL FOR TRENCH LC 56 BACKFILL 7-09 C.Y. 1,500 ,3 ( �1' ' Rainier Ave S(SR 167)Improvements Project Schedule of Prices,Addendum No.3 Phase 1:Shattuck Ave S Stormwater Bypass Page 4 of 8 July 2009 Page 6 Provided to Builders Exchange of WA, Inc. For usage Conditions Agreement see www.bxwa.com-Always Verify Scale Nile 'le, SCHEDULE OF PRICES UNIT PRICES FOR ALL ITEMS,ALL EXTENSIONS AND TOTAL AMOUNT OF BID SHALL BE SHOWN. ALL ENTRIES SHALL BE WRITTEN IN INK OR TYPED TO VALIDATE BID. (NOTE:SHOW PRICE PER UNIT IN FIGURES ONLY.FIGURES WRITTEN TO THE RIGHT OF THE DOT(DECIMAL)IN THE PRICE PER UNIT COLUMN SHALL BE INTERPRETED AS CENTS) PRICE PER ITEM ITEM SPEC. UNIT TOTAL UNIT TOTAL AMOUNT NO. NO. QUANTITY DOLLARS (DOLLARS) SCHEDULE A 57 HYDRANT ASSEMBLY 7-14 EACH 1 ci- (-- -' WATER 58 EXISTING MAIN SERVICE AND CONNECTION TO 7-15 EACH 12 � L;u% - sciCo C 59 TELEVISION INSPECTION 7-17 L.S. 1 Z(j ,«' Lc.cc ,CC 60 TEMPORARY BYPASS PUMPING 7-17 L.S. 1 61 PVC SANITARY SEWER PIPE 8 IN. DIAM. 7-17 L.F. 173 50 (:L s 1 Le 62 ESC LEAD 8-01 DAY 80 30. (..L) )(4 W .Cly 63 PERMANENT EROSION CONTROL 8-01 S.Y. 267 `_'I (-A) 1 OA- BLANKET 64 INLET PROTECTION 8-01 EACH 21 UU CC) \ O `-€% 65 EROSION/WATER POLLUTION 8-01 EST. 1 $ 25,000.00 $ 25,000.00 CONTROL 66 BARK OR WOOD CHIP MULCH 8-02 C.Y. 72 L\c5 (.t3LJC? (C) 67 TOPSOIL TYPE A 8-02 C.Y. 144 '3L 1 ,(-�.i 68 PSIPE ROSA RUGOSA"FRU DAGMAR 8-02 EACH 502 ,(--t) L\U\(Q.L1:)- HATSUP" 69 PSIPE-MAHONIA NEROSA 8-02 EACH 590 \ CL 70 PSIPE-SESLARIA AUTUMNALIS 8-02 EACH 370 E C ) 34(lc, -CO Rainier Ave S(SR 167)Improvements Project Schedule of Prices,Addendum No.3 Phase 1:Shattuck Ave S Stormwater Bypass Page 5 of 8 July 2009 Page 7 Provided to Builders Exchange of WA, Inc. For usage Conditions Agreement see www.bxwa.com-Always Verify Scale SCHEDULE OF PRICES UNIT PRICES FOR ALL ITEMS,ALL EXTENSIONS AND TOTAL AMOUNT OF BID SHALL BE SHOWN. ALL ENTRIES SHALL BE WRITTEN IN INK OR TYPED TO VALIDATE BID. (NOTE:SHOW PRICE PER UNIT IN FIGURES ONLY.FIGURES WRITTEN TO THE RIGHT OF THE DOT(DECIMAL)IN THE PRICE PER UNIT COLUMN SHALL BE INTERPRETED AS CENTS) ITEM SPEC. TOTAL PRICE PER TOTAL AMOUNT NO. ITEM UNIT UNIT NO. QUANTITY (DOLLARS) DOLLARS SCHEDULE A 71 CEMENT CONC.TRAFFIC CURB AND 8-04 L.F. 1,206 -y, LJ'J .'-c GUTTER ( 1 72 CEMENT CONC. PEDESTRIAN CURB 8-04 L.F. 16 11. CC) a1(3 .(L) 73 TYPE A PRECAST TRAFFIC CURB 8-04 L.F. 54 jj,cE) 1 JCS 74 CEMENT CONC. DRIVEWAY ENTRANCE 8_06 S.Y. 88 4 • r TYPE A 75 CEMENT CONC. DRIVEWAY ENTRANCE 8_06 S.Y. 42 5D .cl3 al co • ck TYPE B 76 CEMENT CONC. DRIVEWAY ENTRANCE 8_06 S.Y. 235 J� (� TYPE C I,' ' 77 CHAIN LINK FENCE TYPE 6 8-12 L.F. 31 30 . : q ! END,GATE,CORNER,AND PULL POST ` 78 FOR CHAIN LINK FENCE 8-12 EACH 4 Le' TOO ,Lo 79 MONUMENT CASE AND COVER 8-13 EACH 3 . 2:C) .(_ C(C,T), C,(7: 80 ADJUST MONUMENT CASE AND COVER 8-13 EACH 2 ,(-C', rtO .C`) 81 CEMENT CONC. SIDEWALK 8-14 S.Y. 466 35 0 1 131 O•L° 82 3A 8-14 CONC. SIDEWALK RAMP TYPE 8.14 EACH 3 UCl/D.(.° t � .0 83 C2EMENT CONC. SIDEWALK RAMP TYPE 8-14 EACH 4 O. ��6b` 5 CEMENT CONC.SIDEWALK RAMP TYPE 84 8-14 EACH 3 '(R7 � t ` Rainier Ave S(SR 167)Improvements Project Schedule of Prices,Addendum No.3 Phase 1:Shattuck Ave S Stormwater Bypass Page 6 of 8 July 2009 Page 8 Provided to Builders Exchange of WA, Inc. For usage Conditions Agreement see www.bxwa.com-Always Verify Scale SCHEDULE OF PRICES UNIT PRICES FOR ALL ITEMS,ALL EXTENSIONS AND TOTAL AMOUNT OF BID SHALL BE SHOWN. ALL ENTRIES SHALL BE WRITTEN IN INK OR TYPED TO VALIDATE BID. (NOTE:SHOW PRICE PER UMT IN FIGURES ONLY.FIGURES WRITTEN TO THE RIGHT OF THE DOT(DECIMAL)IN THE PRICE PER UNR COLUMN SHALL BE INTERPRETED AS CENTS) PRICE PER ITEM ITEM SPEC. UNIT TOTAL UNIT TOTAL AMOUNT NO. NO. QUANTITY DOLLARS (DOLLARS) SCHEDULE A 85 QUARRY SPALLS 8-15 TON 865 9,-D, \Ci I 0„c, ,cc 86 CONC. SLOPE PROTECTION WITH 8-16 S.Y. 89 d ,C 11 gapEMBEDDED ROCK + lC: 87 ILLUMINATION SYSTEM 8-20 L.S. 1 )5 ) , aE-5 ,(L- 88 SERVICE CABINET 8-20 EACH 1 ILI CC.Cj W t G( L : LG 89 HEIGHT DETECTION WARNING SYSTEM 8-20 L.S. 1 35,(j ';.`-c' --)5,cco co 90 RELOCATING EXISTING LUMINAIRE 8-20 EACH 1 �7),.t�' (i L----C LU 91 SACRIFICIAL BEAM 8-21 L.S. 1 t W EO,OCO, 92 HEIGHT DETECTION STRUCTURE 8-21 L.S. 1 55tCCt 5rt 6,a) _C 93 PERMANENT SIGNING 8-21 L.S. 1 1 Cil.LC 1 UC LL; 94 REMOVING SIGN STRUCTURE SHAFT 8-21 EST. 1 $ 10,000.00 $ 10,000.00 OBSTRUCTIONS 95 PAINT LINE 8-22 L.F. 458 i rAL6 96 PLASTIC CROSSWALK LINE 8-22 S.F. 154 LL LL Ci;;*_i CU 97 PLASTIC STOP LINE 8-22 L.F. 116 LC Ci W,IC 98 ROCK FOR ROCK WALL 8-24 TON 6 jct.) .«' \ r).C'0 (C,. Rainier Ave S(SR 167)Improvements Project Schedule of Prices,Addendum No.3 Phase 1:Shattuck Ave S Stormwater Bypass Page 7 of 8 July 2009 Page 9 Provided to Builders Exchange of WA, Inc. For usage Conditions Agreement see www.bxwa.com-Always Verify Scale SCHEDULE OF PRICES UNIT PRICES FOR ALL ITEMS,ALL EXTENSIONS AND TOTAL AMOUNT OF BID SHALL BE SHOWN. ALL ENTRIES SHALL BE WRITTEN IN INK OR TYPED TO VALIDATE BID. (NOTE:SHOW PRICE PER UNIT IN FIGURES ONLY.FIGURES WRITTEN TO THE RIGHT OF THE DOT(DECIMAL)IN THE PRICE PER UNIT COLUMN SHALL BE INTERPRETED AS CENTS) ITEM SPEC. TOTAL PRICE PER TOTAL AMOUNT NO. ITEM NO. UNIT QUANTITY UNIT (DOLLARS) DOLLARS SCHEDULE A 99 BOLLARD TYPE 1 8-26 EACH 5 ctCI ,L'-' SCI C 100 FIELD OFFICE BUILDING 8-27 L.S. 1 MCi,Lum WC,Lt, 101 RELOCATING HISTORICAL MARKER 8-28 EACH 1 5ce, U. 102 DUCTILE IRON STORM SEWER PIPE 18 7-04 L.F. 34 \1c.) t :24.4i. IN. DIAM. 103 OVERFLOW RISER WITH SHEAR GATE, 7-05 EACH 1 ',f i "i U % LL . ( 18 IN. DIAM. Ili l: 104 GRAVEL BORROW INCL. HAUL 2-03 TON 360 .2_O ILL Lc; 105 RAISED PAVEMENT MARKER TYPE 1 8-09 HUND 3 AX-3 U15 •Ll: 106 RAISED PAVEMENT MARKER TYPE 2 8-09 HUND 1 L 2.5 LL- H15 W SCHEDULE A SUBTOTAL= $ 1 1S)fl .C ; Rainier Ave S(SR 167)Improvements Project Schedule of Prices,Addendum No.3 Phase 1:Shattuck Ave S Stormwater Bypass Page 8 of 8 July 2009 Page 10 Provided to Builders Exchange of WA, Inc. For usage Conditions Agreement see www.bxwa.corn-Always Verify Scale • ACKNOWLEDGEMENT OF RECEIPT OF ADDENDA ACKNOWLEDGEMENT OF RECEIPT OF ADDENDA: NO. 1 Date J„�y IS,2.04>i NO, '2-- Date Jp—y/5-1 zua9 NO. _ 3 Date .l, y 16,20e Signed e74. -- Title 74.GAtm. Title ' - Name of Company A ] Address IP City/State/Zip of J,v t V i" l 1,,),A �q b� (-7 Telephone 'IS 2j j " °S ��Z City of Renton State Conn• ctor' Business License# t2 1LA3License# Kc) Rainier Ace S(SR 167)improvements Project Acknowledge of Receipt of Addenda Phacc 1: Shattuck Ave S Stonnwater Bypass July 2009 Page 30 Acknowledgement of Receipt of Addenda Provided to Builders Exchange of WA, Inc. For usage Conditions Agreement see w w.bxwa.com-Always Verify Scale 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: No Federal appropriated funds have been aaid or;x,il.be paid, i)yor on beha°r trf r,e undersigned to any person for influencing or atteripting to infuence an officer or employee of any Federal asency, a %l r,i,er of Congress. ar officer or employee cif Congress,or an employee of a `,ember of Congress connection drab:the awarding of any Federa'contract, the making of any Federal grant,the riming of any Federal loan,the entering into of any cooperative ag,eeriert,and the extension, continuation- renewal, amendment, o'modification of any Federal ccontract, gran:, loan or cooperative agreement. (2) if any funds other than Federal appropriated funds have been paid or will he paid to any person for infli enc no .attempting to influence an officer or employee of any Federal agency, a Member e, of Congress, an officer or employee of Concress,or an eripoj__of a Member of Conciress in connection w tn;th s Fed Prat contract. grant, loan, or coopera:i•;e agreement, he u^:d -s gned shad corip ete and:submit Standard Fon--LLL D sclosi re Form to Reocrt Lobe,;inc in accordance r. .a: !ts instructions_ This certification is material representation of the fact uw o"I'4r?11ch fe i Vince was paced when this transaction v=as n-ade or entered into. Submission n of:his certification is a orerea "isne for making or en:erino into-his transaction imposed by Section 52, Title 31, Code. Any person,rwfno falls to file the vt u rerJ certification shall be aiLiibject to a civ(penalty of not less than SrC.CO3 and not mcr-ie than $ _DO,O0w for each f ilore. The prospective participant also agrees by suit mittind avis or her bid or proocsal that he or she star regiure.that:he lalnuace of this certification r-e included in _ I lawier,yr ail contracts $'i0,0.3r40 anci that ad such sure.cOiets. shall certify arpu Rainier Ave S SR 1677 improvements Project Certification of Federal-Aid Contracts Phase .. Snat;, ::Ave S Sto;mwate:Bypass July 2009 Page 32 Certification for Federal-Aid Contracts Provided to Builders Exchange of WA, Inc. For usage Conditions Agreement see www.bxwa.com-Always Verify Scale sore CERTIFICATION OF EQUAL EMPLOYMENT OPPORTUNITY REPORT Certification with regard to the Performance of Previous Contracts or Sub-contracts subject to the Equal Opportunity Clause and the filing of Required Reports. The bidder X', proposed subcontractor , hereby certifies that he has ., has not participated in a previous contract or subcontract subject to the equal opportunity clause, as required by Executive Orders 10925, 11 114 or 11246, and that he has X, has not , filed with the Joint Reporting Committee the Director of the Office of Federal Contract Compliance, a Federal Government contracting or administering agency, or the former President's Committee on Equal Employment Opportunity, all reports due under the applicable filing requirements. Rodarte Construction, Inc. (Company) By`!-s-�� 2:6'01 Date: (Title) Note: The above certification is required by the Equal Employment Opportunity Regulations of the Secretary of Labor [41 CFR 60-1.7 (b) (I)], and must be submitted by bidders and proposed subcontractors only in connection with contracts and subcontracts which are subject to the equal opportunity clause. Contracts and subcontracts which are exempt from the equal opportunity clause are set forth in 41 CFR 60-1.5. (Generally only contracts or subcontracts of$10,000 or under are exempt.) Currently, Standard Form 100 (EEO-1) is the only report required by the Executive Orders or their implementing regulations. Proposed prime contractors and subcontractors who have participated in a previous contract or subcontract subject to the Executive Orders and have not filed the required reports should note that 41 CFR 60-1.7 (b) (l) (i) prevents the award of contracts and subcontractors unless such contractor submits a report covering the delinquent period or such other period specified by the Federal Highways Administration or by the Director, Office of Federal Contract Compliance, U.S. Department of Labor. Rainier Ave S(SR 167)Improvements Project Certification cS Euua!Emp oyement Opportunity Report Phase 1 Shattuck Ave S Stormy+cater Byprss July 2009 Page 33 Certification of Equal Employment Opportunity Report Provided to Builders Exchange of WA, Inc. For usage Conditions Agreement see www.bxwa.corn-Always Verify Scale • Nosie Failure to return this Declaration as part of the bid proposal package will make the bid nonresponsive and ineligible for award. NON-COLLUSION DECLARATION 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: That tine un• ersi ne erso^(s), firm, association or corp-oration has 01:-Ive;not, either d'rectly or indirectly, emtired into any agreement, part cipated in any coli ton, cc otherwise taen any action in restraint of free competiti ii dd;na in conn_crani the project fcr which this proposal is sui?'m ttec'. • 2. That by signing the signature page of this proposal,I am deemed to have signed and to have agreed to the provisions of this declaration. NOTICE TO ALL BIDDERS To report r_7iTc activities:aN: 1-800-424-9071 The U.S. Depar:rlent of Transportation fly' T i operates the a yo. e tor- Ge h wine' Monday th'ouori Fri ay;_ 0 a.m,to :0D p.m._eastern time. A'yone •sr,=;r ;jr,e'dce of possible i d rigging. bl,dder coli ior,.a other fr3Lstlurei t acts e: she Jd use the"natline lc rep:rt.such ac iv les_ The 'hotline' ~Dart of USD-)T's continuing e`fort to r ort a'd in'v-s:�gate h=igh, a/construction contract r raudand ab.se ant openat d under t;"e TreCtior- of the. 1.3 :l ! .,.sl or i;eneral. Ail information S'it co d. -„cel;,and cc le_n.. nym ty will be respected. EF Rainier Ave S(SR 167)Improvements Project Non-Collusion Declaration Phase I: Shattuck Ave S Siormwater Bypass July 2009 Page 34 Non-Collusion Declaration Provided to Builders Exchange of WA, Inc. For usage Conditions Agreement see Wnnr✓.bxwa.corn-Always Verify Scale Noe NON-COLLUSION AND DEBARMENT AFFIDAVIT * STATE OF WASHINGTON ) -,,* COUNTY OF \(}( , l I, the undersigned, an authorized representative of >,** ROdafte Construction, Inc. , being first duly sworn on oath do hereby certify that said person(s), firm, association or corporation has (have) not, either 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. I further certify that, except as noted below, the firm, associated or corporation or any person in a controlling capacity associated therewith or any position involving the administration of federal funds; is not currently under suspension, debarment, voluntary exclusion, or determination of ineligibility by any federal agency; has not been suspended, debarred, voluntarily excluded or determined ineligible by any federal agency within the past 3 years; does not have a proposed debarment pending; and has not been indicted, convicted, or had a civil judgment rendered anainst said person, firm, association or corporation by a court of competent jurisdiction in any matter involving fraud or official misconduct within the past 3 years. I further acknowledge that by signing the signature page of the proposal, I am deemed to have signed and have agreed to the provisions of this affidavit. Rainier Ave S (SR 167)Improvements Project--Phase 1: Shattuck Ave S Stormwater Bypass Name of Project Rodarte Constrnctinn,Inc, Name of Bidder's Firm Si, ature of Authorized Representative of Bidder J Lki.f6 0- (7t ate -----7, ,(15-n I certify that .I know or have satisfactory evidence that ---Ioc 't . ,�o+.. •v E.--_> is the person who a►neared before me, and said person acknowledged thatshe) signed this instrument and acknowledged it to be Wil.er)free and voluntary act for the uses and purposes men)honed in the instrument. Patel_J_—_ 12;U __.`. 'srostON4, �,, tl Notary Public d for the State ' A49 Goo I, of Washington residing atV l� .LV)()Ock i," "k .NOTARYsNy i .444.- —Iii 'otary(print) {ckki.t, Uivs V-.Ai� v.1(SV- i/ / PU8U �i My appointment expires: 10 1d 3 N 11 NOTE: 't • 10.03-11 ��: Exceptions will not n i, ''. y " •� awed, but will be considered n determining bidder responsibility. For any exception noted, indicate above to 1..i',, { ��O�� gam. g agency,and dates o;action. Providing false information may result in criminal 91-)seeution(2,r edminist.ative satecons. "1/4��....�� ' A suspending or debarring official may grant an exception hermiulna a debarred,suspended,or excluded person to participate in a particulartransaction upon a written determination by such official stating the reason(s)for deviating from the Presidential policy established by Executive order 12549..."(49 CFR Part 29 Section 29.215). ' if notarization of proposal takes place outside of Washington State,DELETE WASHINGTON,and crier appropriate State. ''a Fill in county where notarization of proposal takes place. ;:"* Fill in riot name. Rainier Axe S(SR 16-0 Improvements Project Non-Collusion Declaration and Debarment Affidavit Phase I: Shattuck Ave S Stormwater Bypass July 2009 Page 35 Non-Collusion and Debarment Affidavit Provided to Builders Exchange of WA, Inc. For usage Conditions Agreement see www.bxwacom-Always Verify Scale MINIMUM WAGE AFFIDAVIT FORM STATE OF WASHINGTON ) ) SS COUNTY OF KING ) I, the undersigned, having been duly sworn, deposed, say and certify that in connection with the performance of the work of this project, I will pay each classification of laborer, workman, or mechanic employed in the performance of such work, not less than the prevailing rate of wage or not less than the minimum rate of wages as specified in the principal contract; that I have read the above and foregoing statement and certificate, know the contents thereof and the substance as set forth therein, is true to my knowledge and belief. __ Rainier Ave S(SR 167)Improvements Project—Phase 1: Shattuck Ave S Stormwater Bypass Name of Project Rodarte Construction, Inc. Name of Bidder's Firm Sim ati*fi ure of Authorized Representative of Bidder Date 7//7,' ? I certify that I know or have satisfactory evidence that - pt. '"N Joe,.E—,4is the person who appeared before me, and said person acknowledged that (he/she) signed this instrument and acknowledged it to be (his/her) free and voluntary act for the uses and purposes mentioned in the instrument. Dated_ _ NR'' — --- OV. V__ Notary Public!and for the St e of Washington residing at � )CTlek I WA. Notary (print) lLW ll-ti S tl ( t My appointment expires: (u 1 0;2) ) tL -'-y Pss1ON Rq t.)1# .. NOTARY c�, �'1/ ,,I.— PUBUC o '�, 10-03-11 �? OF WPS\\ '— 11.....—w Rainier Ave S(SR 107)Improvements Project Minimum Wage Affidavit Form Phase 1: Shattuck Ave'S Stormwater Bypass July 2009 Page 37 Minimum Wage Affidavit Form Provided to Builders Exchange of WA, Inc. For usage Conditions Agreerren:see WWW.bxvva.corn-Always Verify Scale *ore Sur, ANL Disadvantaged Business A., Washington State Department of Transportation Enterprise Utilization Certification be eligible for award'of':his contras:the f. out and subr as part of:is tot prootisai one lbilaaing Disst.--,siantapd siness Ehterpriss- ilizadoni:„ierCication heatinvo Disamiantis,se:Bus hess Entehonse.::BE Ii requirements,The Contracting Ago-.cii shia. consider as h;on.-nesponsiee ant:s reject ahy :proposathan ates :ons.:7 a:BE Certication whiiar,properly imssrates that he bidder will meet the.CIEE parttipat non requirernents itt C.,rc of tine fr3,77,..--a ioncivided for he proposeit oontraitt. if bidder a75 yin ohi the good faith effort method to meet this LEE assigned oontha:t goal.doc.,nnientadan in addition to the cart bate mus:cc S',Z,7nited with trie bid th000sal 35 support fon etfons.The stiooessf,i: bidder's DBE Certfication shalt cc :se med a part of t-,45 res. tin :::oorazt. tettbed firrns s available 7:rorh(? WEE,te.ephone 351:7f,I2.-"SfAt3. Rodarte Construction, fnc. itiertles that the Disaitheantalso Busress Entertrse 6540IN have been contacts:regarding:2-a.7.1.Sioation tho,e:tif t s0 it:e-is sioie-555.':Ui C.,7!t s pro-cot and is aritsd the :a.:7 shall tiss.:e chat suboohtraom or supply agreerths-is are exeo_ted th:se tfri where a" so zs Ass C: Towards GoaI a ate:- if:f inetiessztri.. a::dons'sneet.; Project Role - Amount to Name of DBE I °it Subcnntrxtisr, Description of Work be Applied Certificate?lumber Iiiiontvztuter, Regular Deaier) Towards Goal 6e-C—Alr\(,Ck E. -2. EUS-755S En -se SI...titontha:thht Goal: 7, DEE To:: S apoitaei pa ii st.itimo:a c !ie Fttual Ciptiortint!r o.ash. :Us or ea:n roort-son. • ;es 1.74 cenIZI", Tr: ir 0:rinhatt 2ooir-ern. "i Thre:orithis:try;Acitsrc., stiirs his T,%r:to 5.51,5-7",:la a":151:1Son mc:Ir bid:ten nas 75tI cisit cinereroe this art 7'E s.in c tr1td,a toirti stet sboye ti-Cr ire it T:Cr!: ar%•115 Staii prei.iaL art tie trai be--c-e-co Rainier Ave S(SR 67)Improvements Project Disadvaniated Business Enterprise Utilization Certification Phase I: Shattuck Ave S Storrnwater Bypass July 2009 Page 38 Disadvantaged Business Enterprise Utilization Certification Provided to Builders Exchange of WA, inc. For usage Conditions Agreement see www.bxwa.com-Always Verify Scale i Neiroo SUBCONTRACTOR LIST FORM RCW 39.30.060 requires that for ail public works contracts exceeding$1,000,000 the bidder shall submit the names of all subcontractors whose subcontract amount exceeds ten percent (10%) of the contract price, and/or whose work involves either heating, air conditioning, ventilation, plumbing,or electrical. If the subcontractor's names are not submitted with the bid, or within 24 hours of the bid, the bid shall be considered nonresponsive and, therefore, void. Complete one of the following for contracts that exceed $1,000,000: A. There are no subcontractors proposed whose subcontract amount exceeds ten percent (10%) of the contract price. Name: _ Title: Signature: B. The following subcontractor(s) subcontract amount exceeds 10 percent (10%) of the contract price: (Iist subcontractor and bid item) Bid Item(s): A.- ),c)\ Subcontractor Name: LcA,KeSid --idt/S-f ►� - �� ( � Address: `f C) 60)( 7O) l rico I1 LC)-24 c07 Phone No.: L1-es.. 313--cac(Do State Contractor's License No. LA KLS J 7gJU Bid Item(s): 3\ 1 ) ) e.lb) Gil c12-- Subcontractor Name: ADP Cor-�7y u -ar) u� Address: l 7( 1? 31- Tara/11C( q n Phone No.: -5-1 , 3State Contractor's License No. Bid Item(s): Subcontractor Name: Address: Phone No.: State Contractor's License No. Bid Item(}): Subcontractor Name: Address: Phone No.: State Contractor's License No. R.tir,ier Ave S(SR (07)hril mvemcnts Project Subcontractor List Form I: Shattuck Ave S Stt rmwater F_3vrays July 2009 Page 39 Subcontractor List Form Provided to Builders Exchange of WA, Inc. For usage Conditions Agreement see www.bxwa.com-Always Verify Scale Nose No Bid Item(s): Subcontractor Name: Address: Phone No.: State Contractor's License No. Bid Item(s): Subcontractor Name: Address: Phone No.: State Contractor's License No. Bid Item(s): Subcontractor Name: Address: Phone No.: State Contractor's License No. Signature. -- Signature of Authorized Representative of Bidder Subscribed and sworn to be before me on this '`T4�day of , 20 Del. (-7\ CIA:* Notary Publicinand for the State of Washington Notary(Print) 1 4k i &IAk ; w1 1 Residing at t-a-54.L O t.,c4 , My appointment expires: I D to 3 /1+ %ON 4 �/ �PT' NOTARY 7 4+J, PUBLIC 10-03-11 WAS0— Rainier Ave S,SR 167)-bnprovements Project Subcontractor List Form Phase 1: Shattuck Ave S Storm water Bypass July 2009 Page 40 Provided to Builders Exchange of WA, Inc. For usage Conditions Agreement see www_bxwa corn-Always Verify Scale Frank Coluccio Construction Compar`Ir CONFIDENTIAL. City of Renton Contract Documents for Rainier Ave S (SR 167) Improvements Project Phase 1: Shattuck Ave S Stormwater Bypass III. PROJECT PROPOSAL Project: Rainier Ave S (SR 167) Improvements Project Phase 1: Shattuck Ave S Stormwater Bypass Project No. CAG-09-125 Company: Frank Coluccio Construction Company Address: `''1 U 00 �-- \ i \� 30\10-11 S e ck-k'C1-t \\) W t t Q G1 ) Phone No: f, DU Fax No: 31OLo ' 4�--' Bid Amount: $ I ` 8q , 01 ?) . age 17 III. Project Proposal rovided to Builders Exchanae of WA. Inc. For usaae Conditions Agreement see www bxwa cern-Always Verifv scale Frank Colut;t;rL Compa CONFIDENTIAL CITY OF RENTON Rainier Ave S (SR 167)Improvements Project Phase 1: Shattuck Ave S Stormwater Bypass Federal Aid Number: ARRA-0167(044) PROPOSAL TO THE CITY OF RENTON RENTON, WASHINGTON Ladies and/or Gentlemen: The undersigned hereby certify that the bidder has examined the site of the proposed work and has read and thoroughly understands the plans,specifications, and contract governing the work embraced in this improvement, and the method by which payment will be made for said work, and hereby propose to undertake and complete the work embraced in this improvement, or as much thereof as can be completed with the money available, in accordance with the said plans, specifications and contract, and the following schedule of rates and prices. (Note: Unit prices for all items, all extensions, and total amount of bid shall be shown. Show unit prices in figures only.) Printed Name: Nick Colu to - President Signature: Address: quo () Li<. \P\( SUO '\ Names of Members of Partnership: Or Name of President of Corporation N V \C K CO\LA Name of Secretary of Corporation �J Oda '� COI k.„,( C C l 0 Corporation Organized under the laws of \CA 3'\'r\c".-1-0 `iVU-k- with main office in State of Washington at c1 I Q 00 I v 1 L K WM( ej ''C( \C t\')Pc Rainier Ave S(SR 167)Improvements Project Proposal Phase I: Shattuck Ave S Stonnuater Bypass July 2009 'age 19 Proposal 'rns,iricrt to Ft uilrlcrc Cvnho nnn of 1AIA Inn Cnr i.n- .,..,,..�.....,.. .....« AI...,...,.�i,,.:a,o....i,. Frank Uoiuccio Construction Comp! , CONFIDENTIAL BIDDER'S CHECKLIST 1. ✓ PROJECT PROPOSAL COVER SHEET 2. / BIDDER'S CHECKLIST 3. J PROPOSAL FORM 4. SCHEDULE OF PRICES 5. v� ACKNOWLEDGEMENT OF RECEIPT OF ADDENDA 6. / BID BOND FORM 7. CERTIFICATION FOR FEDERAL-AID CONTRACTS 8. CERTIFICATION OF EQUAL EMPLOYMENT OPPORTUNITY REPORT 9. / NON-COLLUSION DECLARATION 10. NON-COLLUSION AND DEBARMENT AFFIDAVIT 1 1• ASSIGNMENT OF ANTITRUST CLAIMS 12. / MINIMUM WAGE AFFIDAVIT FORM 13. DISADVANTAGED BUSINESS ENTERPRISE UTILIZATION / CERTIFICATION 14. SUBCONTRACTOR LIST FORM The above documents must be executed by the Contractor's President, Vice-President, and Secretary if corporation by-laws permit. All pages must be signed. In the event another person has been duly authorized to execute contracts, a copy of the corporation minutes establishing this authority must be attached to the bid document. Rainier Ave S(SR 167)Improvements Project Bidder's Checklist Phase I: Shattuck Ave S Stormw•ater Bypass July 2009 'age 18 Bidder's Checklist Provided to Ruilders Fxchanoe of WA Inc For tisane Conditions Anreement see www hxwa corn-Always Verify Scale Frank CoucciO Construction Company CONFIDENTIAL +ro✓' SCHEDULE OF PRICES UNIT PRICES FOR ALL ITEMS,ALL EXTENSIONS AND TOTAL AMOUNT OF BID SHALL BE SHOWN. ALL ENTRIES SHALL BE WRITTEN IN INK OR TYPED TO VALIDATE BID. (NOTE:SHOW PRICE PER UHT IN FIGURES ONLY.FIGURES WRITTEN TO THE RIGHT OF THE DOT(DECIMAL)IN THE PRICE PER UNIT COLUMN SHALL BE INTERPRETED AS CENTS) ITEM SPEC. TOTAL PRICE PER TOTAL AMOUNT NO. ITEM UNIT UNIT NO. QUANTITY (DOLLARS) DOLLARS SCHEDULE A 1 MINOR CHANGE 1-04 CALC 1 $ 5,000.00 $ 5,000.00 2 CONTRACTOR SUPPLIED SURVEYING 1-05 L.S. 1 10,000.00 10,000.00 3 SPCC PLAN 1-07 L.S. 1 500.00 500.00 4 ARCHAEOLOGICAL AND HISTORICAL 1-07 EST. 1 $ 25,000.00 $ 25,000.00 SALVAGE PEDESTRIAN CONTROL AND 2,500.00 2,500.00 5 PROTECTION 1-07 L.S. 1 6 HIGH VISIBILITY FENCE 1-08 L.F. 87 3.00 261.00 7 MOBILIZATION 1-09 L.S. 1 255,000.00 255,000.00 8 PROJECT TEMPORARY TRAFFIC 1-10 L.S. 1 CONTROL 35,000.00 35,000.00 9 UTILITY POTHOLING 1-17 EST. 1 $ 25,000.00 $ 25,000.00 10 RESOLUTION OF UTILITY CONFLICTS 1-17 EST. 1 $ 50,000.00 $ 50,000.00 11 CLEARING AND GRUBBING 2-01 ACRE 0.03 10,000.00 300.00 12 ROADSIDE CLEANUP 2-01 EST. 1 $ 10,000.00 $ 10,000.00 13 REMOVAL OF STRUCTURES AND 2-02 L.S. 1 OBSTRUCTION 35,000.00 35,000.00 14 REMOVING CEMENT CONC.SIDEWALK 2-02 S.Y. 328 12.00 3,936.00 Rainier Ave S(SR 167)Improvements Project Schedule of Prices,Addendum No.3 Phase L Shattuck Ave S Stormwater Bypass Page 1 of 8 July 2009 Page 3 Schedule of Prices Provided to Builders Exchange of WA, Inc. For usage Conditions Agreement see www.bxwa.com -Always Verify Scale Frank Coiuccio 0,y 1 ruction Company ,�, CONFIDENTIAL SCHEDULE OF PRICES UNIT PRICES FOR ALL ITEMS,ALL EXTENSIONS AND TOTAL AMOUNT OF BID SHALL BE SHOWN. ALL ENTRIES SHALL BE WRITTEN IN INK OR TYPED TO VALIDATE BID. (NOTE:SHOW PRICE PER UNIT IN FIGURES ONLY.FIGURES WRITTEN TO THE RIGHT OF THE DOT(DECIMAL)IN THE PRICE PER UNIT COLUMN SHALL BE INTERPRETED AS CENTS) ITEM SPEC. TOTAL PRICE PER TOTAL AMOUNT NO. ITEM NO. UNIT QUANTITY UNIT (DOLLARS) DOLLARS SCHEDULE A 15 REMOVING ASPHALT CONC. 2-02 S.Y. 2,869 PAVEMENT 12.00 34,428.00 16 REMOVING CEMENT CONC. CURB AND 2-02 L.F. 450 12.00 5,400.00 G UTTE R 17 ABANDON AND FILL STORM DRAIN 2-02 L.F. 480 PIPE 5.00 2,400.00 18 REMOVING CHAIN LINK FENCE 2-02 L.F. 60 5.00 300.00 19 SAWCUTTING 2-02 L.F. 2,830 4.00 11,320.00 20 ROADWAY EXCAVATION INCL. HAUL 2-03 C.Y. 1,024 20.00 20,480.00 21 ABANDONMENT OF MONITORING 2-05 EACH 3 800.00 2,400.00 WELLS 22 STRUCTURE EXCAVATION CLASS A 2-09 C.Y. 113 INCL. HAUL 20.00 2,260.00 23 SHORING OR EXTRA EXCAVATION CL. 2-09 L.S. 1 A 1,000.00 1,000.00 24 STRUCTURE EXCAVATION CLASS B 2-09 C.Y. 4,977 20.00 99,540.00 INCL. HAUL 25 SHORING OR EXTRA EXCAVATION 2-09 S.F. 19,246 1.00 19,246.00 CLASS B 26 CONSTRUCTION GEOTEXTILE FOR 2-12 S.Y. 4,563 S 1.00 4,563.00 SEPARATION 27 CRUSHED SURFACING TOP COURSE 4-04 TON 949 20.00 18,980.00 28 PLANING BITUMINOUS PAVEMENT 5-04 S.Y. 1,560 .00 10,920.00 Rainier Ave S(SR 167)Improvements Project Schedule of Prices,Addendum No.3 Phase 1:Shattuck Ave S Stormwater Bypass Page 2 of 8 July 2009 Page 4 Provided to Builders Exchange of WA, Inc. For usage Conditions Agreement see www.bxwa.com-Always Verify Scale Frank Cauca()i.;onstruction Cr iany CONFIDENTIAL SCHEDULE OF PRICES UNIT PRICES FOR ALL ITEMS,ALL EXTENSIONS AND TOTAL AMOUNT OF BID SHALL BE SHOWN. ALL ENTRIES SHALL BE WRITTEN IN INK OR TYPED TO VALIDATE BID. (NOTE:SHOW PRICE PER UNIT IN FIGURES ONLY.FIGURES WRITTEN TO THE RIGHT OF THE DOT(DECIMAL)IN THE PRICE PER UNIT COLUMN SHALL BE INTERPRETED AS CENTS) ITEM SPEC. TOTAL PRICE PER TOTAL AMOUNT NO. ITEM UNIT UNIT NO QUANTITY (DOLLARS) DOLLARS SCHEDULE A 29 HMA CL. 1/2 IN. PG 64-22 5-04 TON 2,182 125.00 272,750.00 30 CEMENT CONC. PAVEMENT 5-05 C.Y. 18 350.00 6,300.00 INCLUDING DOWELS 31 CONC. CLASS 4000 FOR FOUNDATION 6-02 C.Y. 95 250.00 23,750.00 32 ST. REINF. BAR FOR FOUNDATION 6-02 LB. 9,322 1.25 11,652.50 33 UNDERDRAIN PIPE 6 IN. DIAM. 7-01 L.F. 220 25.00 5,500.00 34 TESTING STORM SEWER PIPE 7-04 L.F. 1,686 2.00 3,372.00 35 CORRUGATED POLYETHYLENE STORM 7-04 L.F. 432 100.00 43,200.00 SEWER PIPE 12 IN. DIAM. 36 CORRUGATED POLYETHYLENE STORM 7-04 L.F. 39 SEWER PIPE 18 IN. DIAM. 120.00 4,680.00 37 CORRUGATED POLYETHYLENE STORM 7-04 L.F. 1,139 150.00 170,850.00 SEWER PIPE 48 IN. DIAM. 38 DUCTILE IRON STORM SEWER PIPE 12 7-04 L.F. 81 IN. DIAM. 120.00 9,720.00 39 CONCRETE INLET 7-05 EACH 4 800.00 3,200.00 40 CATCH BASIN TYPE 1 7-05 EACH 9 1,200.00 10,800.00 41 CATCH BASIN TYPE 2 48 IN. DIAM. 7-05 EACH 3 2,500.00 7,500.00 42 CATCH BASIN TYPE 2 72 IN. DIAM. 7-05 EACH 1 5,000.00 5,000.00 Rainier Ave S(SR 167)Improvements Project Schedule of Prices,Addendum No.3 Phase 1:Shattuck Ave S Stormwater Bypass Page 3 of 8 July 2009 Page 5 Provided to Builders Exchange of WA, Inc. For usage Conditions Agreement see www.bxwa.com-Always Verify Scale ' Frank COIUCClu ui; Aructlon Cor--'any ,..I. CONFIDENTIAL SCHEDULE OF PRICES UNIT PRICES FOR ALL ITEMS,ALL EXTENSIONS AND TOTAL AMOUNT OF BID SHALL BE SHOWN. ALL ENTRIES SHALL BE WRITTEN IN INK OR TYPED TO VALIDATE BID. (NOTE:SHOW PRICE PER UNIT IN FIGURES ONLY.FIGURES WRITTEN TO THE RIGHT OF THE DOT(DECIMAL)IN THE PRICE PER UNIT COLUMN SHALL BE INTERPRETED AS CENTS) ITEM SPEC. TOTAL PRICE PER TOTAL AMOUNT NO. ITEM UNIT UNIT NO. QUANTITY (DOLLARS) DOLLARS SCHEDULE A 43 CATCH BASIN TYPE 2 84 IN. DIAM. 7-05 EACH 7 6,000.00 ' 42,000.00 44 CATCH BASIN TYPE 2 84 IN. DIAM.WITH 7-05 EACH 2 10,000.00 20,000.00 CASING 45 ABANDON EXISTING MANHOLE 7-05 EACH 2 2,500.00 5,000.00 46 CONNECTION TO DRAINAGE 7-05 EACH 6 STRUCTURE 800.00 4,800.00 47 CONNECTION TO EXISTING MANHOLE 7-05 EACH 2 800.00 1,600.00 48 CONNECT STRUCTURE TO EXISTING 7-05 EACH 9 800.00 7,200.00 PIPE 49 ADJUST MANHOLE 7-05 EACH 7 400.00 2,800.00 50 MANHOLE 48 IN. DIAM.TYPE SANITARY 7-05 EACH 3 5,000.00 15,000.00 51 SANITARY MANHOLE EXTRA SHALLOW 7-05 EACH 1 TYPE C 4,000.00 4,000.00 52 ADJUST CATCH BASIN 7-05 EACH 1 400.00 400.00 53 LOCKING SOLID METAL COVER AND 7-05 EACH 1 400.00 400.00 FRAME FOR CATCH BASIN 54 ADJUST VALVE BOX 7-05 EACH 8 300.00 2,400.00 55 DEWATERING 7-06 L.S. 1 50,000.00 50,000.00 56 BANK RUN GRAVEL FOR TRENCH 7-09 C.Y. 1,500 20.00 30,000.00 BACKFILL Rainier Ave S(SR 167)Improvements Project Schedule of Prices,Addendum No.3 Phase 1:Shattuck Ave S Stormwater Bypass Page 4 of 8 July 2009 Page 6 Provided to Builders Exchange of WA, Inc. For usage Conditions Agreement see www.bxwa.com-Always Verify Scale Frank COIULGIc.urjsiructiOn Cc. any N..,, CONFIDENTIAL SCHEDULE OF PRICES UNIT PRICES FOR ALL ITEMS,ALL EXTENSIONS AND TOTAL AMOUNT OF BID SHALL BE SHOWN. ALL ENTRIES SHALL BE WRITTEN IN INK OR TYPED TO VALIDATE BID. (NOTE:SHOW PRICE PER UNIT IN FIGURES ONLY.FIGURES WRITTEN TO THE RIGHT OF THE DOT(DECIMAL)IN THE PRICE PER UNIT COLUMN SHALL BE INTERPRETED AS CENTS) PRICE PER ITEM ITEM SPEC. UNIT TOTAL UNIT TOTAL AMOUNT NO. NO. QUANTITY DOLLARS (DOLLARS) SCHEDULE A 57 HYDRANT ASSEMBLY 7-14 EACH 1 4,000.00 4,000.00 58 WATER SERVICE AND CONNECTION TO 7-15 EACH 12 500.00 6,000.00 EXISTING MAIN 59 TELEVISION INSPECTION 7-17 L.S. 1 2,500.00 2,500.00 60 TEMPORARY BYPASS PUMPING 7-17 L.S. 1 3,000.00 3,000.00 61 PVC SANITARY SEWER PIPE 8 IN. DIAM. 7-17 L.F. 173 75.00 12,9 75.00 62 ESC LEAD 8-01 DAY 80 15.00 1,20 0.00 63 PERMANENT EROSION CONTROL 8-01 S.Y. 267 3.00 801.00 BLANKET 64 INLET PROTECTION 8-01 EACH 21 55.00 1,155.00 65 EROSION/WATER POLLUTION 8-01 EST. 1 $ 25,000.00 $ 25,000.00 CONTROL 66 BARK OR WOOD CHIP MULCH 8-02 C.Y. 72 35.00 2,5 20.00 67 TOPSOIL TYPE A 8-02 C.Y. 144 35.00 5,04 0.00 68 PSIPE-ROSA RUGOSA"FRU DAGMAR 8_02 EACH 502 10.00 5,020.00 HATSUP" 69 PSIPE-MAHONIA NEROSA 8-02 EACH 590 16.00 9,440.00 70 PSIPE-SESLARIA AUTUMNALIS 8-02 EACH 370 11.00 4,0 70.00 Rainier Ave S(SR 167)Improvements Project Schedule of Prices,Addendum No.3 Phase 1:Shattuck Ave S Stormwater Bypass Page 5 of 8 July 2009 Page 7 Provided to Builders Exchange of WA, Inc. For usage Conditions Agreement see www.bxwa.com-Always Verify Scale Frank Coluccio Construction Comp '-y CONFIDENTIAL SCHEDULE OF PRICES UNIT PRICES FOR ALL ITEMS,ALL EXTENSIONS AND TOTAL AMOUNT OF BID SHALL BE SHOWN. ALL ENTRIES SHALL BE WRITTEN IN INK OR TYPED TO VALIDATE BID. (NOTE:SHOW PRICE PER UNIT IN FIGURES ONLY.FIGURES WRITTEN TO THE RIGHT OF THE DOT(DECIMAL)IN THE PRICE PER UNIT COLUMN SHALL BE INTERPRETED AS CENTS) ITEM SPEC. TOTAL PRICE PER TOTAL AMOUNT NO. ITEM NO. UNIT QUANTITY UNIT (DOLLARS) DOLLARS SCHEDULE A 71 CEMENT CONC.TRAFFIC CURB AND 8-04 L.F. 1,206 25.00 30,150.00 GUTTER 72 CEMENT CONC. PEDESTRIAN CURB 8-04 L.F. 16 25.00 400.00 73 TYPE A PRECAST TRAFFIC CURB 8-04 L.F. 54 20.00 1,080.00 74 CEMENT CONC. DRIVEWAY ENTRANCE 8-06 S.Y. 88 TYPE A50.00 4,400.00 75 CEMENT CONC. DRIVEWAY ENTRANCE 8-06 S.Y. 42 TYPE B 50.00 2,100.00 76 CEMENT CONC. DRIVEWAY ENTRANCE 8-06 S.Y. 235 50.00 11,750.00 TYPE C 77 CHAIN LINK FENCE TYPE 6 8-12 L.F. 31 35.00 1,085.00 78 END, GATE, CORNER,AND PULL POST 8-12 EACH 4 FOR CHAIN LINK FENCE 55.00 220.00 79 MONUMENT CASE AND COVER 8-13 EACH 3 750.00 2,250.00 80 ADJUST MONUMENT CASE AND COVER 8-13 EACH 2 300.00 600.00 81 CEMENT CONC.SIDEWALK 8-14 S.Y. 466 38.00 17,708.00 82 3A CEMENT CONC. SIDEWALK RAMP TYPE 8-14 EACH 3 1,200.00 3,600.00 83 CEMENT CONC.SIDEWALK RAMP TYPE 8-14 EACH 4 2A1,200.00 4,800.00 84 CEMENT CONC. SIDEWALK RAMP TYPE 8-14 EACH 3 5 1,200.00 3,600.00 Rainier Ave S(SR 167)Improvements Project Schedule of Prices,Addendum No.3 Phase 1:Shattuck Ave S Stormwater Bypass Page 6 of 8 July 2009 Page 8 Provided to Builders Exchange of WA, Inc. For usage Conditions Agreement see www.bxwa.com-Always Verify Scale Frank Coiucci0 Construction C any N`"''' CONFIDENTIAL SCHEDULE OF PRICES UNIT PRICES FOR ALL ITEMS,ALL EXTENSIONS AND TOTAL AMOUNT OF BID SHALL BE SHOWN. ALL ENTRIES SHALL BE WRITTEN IN INK OR TYPED TO VALIDATE BID. (NOTE:SHOW PRICE PER UNIT IN FIGURES ONLY.FIGURES WRITTEN TO THE RIGHT OF THE DOT(DECIMAL)IN THE PRICE PER UNIT COLUMN SHALL BE INTERPRETED AS CENTS) ITEM SPEC. TOTAL PRICE PER TOTAL AMOUNT NO. ITEM UNIT UNIT NO. QUANTITY (DOLLARS) DOLLARS SCHEDULE A 85 QUARRY SPALLS 8-15 TON 865 35.00 30,275.00 86 CONC. SLOPE PROTECTION WITH 8-16 S.Y. 89 100.00 8,900.00 EMBEDDED ROCK 87 ILLUMINATION SYSTEM 8-20 L.S. 1 8,000.00 8,000.00 88 SERVICE CABINET 8-20 EACH 1 5,000.00 5,000.00 89 HEIGHT DETECTION WARNING SYSTEM 8-20 L.S. 1 20,000.00 20,000.00 90 RELOCATING EXISTING LUMINAIRE 8-20 EACH 1 1,500.00 1,500.00 91 SACRIFICIAL BEAM 8-21 L.S. 1 40,100.00 40,100.00 92 HEIGHT DETECTION STRUCTURE 8-21 L.S. 1 40,000.00 40,000.00 93 PERMANENT SIGNING 8-21 L.S. 1 6,000.00 6,000.00 94 REMOVING SIGN STRUCTURE SHAFT 8-21 EST. 1 $ 10,000.00 $ 10,000.00 OBSTRUCTIONS 95 PAINT LINE 8-22 L.F. 458 1.00 458.00 96 PLASTIC CROSSWALK LINE 8-22 S.F. 154 5.00 770.00 97 PLASTIC STOP LINE 8-22 L.F. 116 6.00 696.00 98 ROCK FOR ROCK WALL 8-24 TON 6 200.00 1,200.00 Rainier Ave S(SR 167)Improvements Project Schedule of Prices,Addendum No.3 Phase 1:Shattuck Ave S Stormwater Bypass Page 7 of 8 July 2009 Page 9 Provided to Builders Exchange of WA, Inc. For usage Conditions Agreement see www.bxwa.com-Always Verify Scale «rs, COIUCCiO Construction Comp. cQQNFIDENTIAL SCHEDULE OF PRICES UNIT PRICES FOR ALL ITEMS,ALL EXTENSIONS AND TOTAL AMOUNT OF BID SHALL BE SHOWN. ALL ENTRIES SHALL BE WRITTEN IN INK OR TYPED TO VALIDATE BID. (NOTE:SHOW PRICE PER UNIT IN FIGURES ONLY.FIGURES WRITTEN TO THE RIGHT OF THE DOT(DECIMAL)IN THE PRICE PER UNIT COLUMN SHALL BE INTERPRETED AS CENTS) ITEM SPEC. TOTAL PRICE PER TOTAL AMOUNT NO. ITEM NO. UNIT QUANTITY UNIT (DOLLARS) DOLLARS SCHEDULE A 99 BOLLARD TYPE 1 8-26 EACH 5 1,000.00 5,000.00 100 FIELD OFFICE BUILDING 8-27 L.S. 1 8,000.00 8,000.00 101 RELOCATING HISTORICAL MARKER 8-28 EACH 1 500.00 500.00 102 DUCTILE IRON STORM SEWER PIPE 18 7-04 L.F. 34 IN. DIAM. 150.00 5,100.00 103 OVERFLOW RISER WITH SHEAR GATE, 7-05 EACH 1 8,000.00 8,000.00 18 IN. DIAM. 104 GRAVEL BORROW INCL. HAUL 2-03 TON 360 20.00 7,200.00 105 RAISED PAVEMENT MARKER TYPE 1 8-09 HUND 3 200.00 600.00 106 RAISED PAVEMENT MARKER TYPE 2 8-09 HUND 1 350.00 350.00 SCHEDULE A SUBTOTAL= $ 1,828,721.50 Rainier Ave S(SR 167)Improvements Project Schedule of Prices,Addendum No.3 Phase 1:Shattuck Ave S Stormwater Bypass Page 8 of 8 July 2009 Page 10 Provided to Builders Exchange of WA, Inc. For usage Conditions Agreement see www.bxwa.com-Always Verify Scale Frank Colucclu '. al:ruction C pany CONFIDENTIAL SCHEDULE OF PRICES UNIT PRICES FOR ALL ITEMS,ALL EXTENSIONS AND TOTAL AMOUNT OF BID SHALL BE SHOWN. ALL ENTRIES SHALL BE WRITTEN IN INK OR TYPED TO VALIDATE BID. (NOTE:SHOW PRICE PER UNIT IN FIGURES ONLY.FIGURES WRITTEN TO THE RIGHT OF THE DOT(DECIMAL)IN THE PRICE PER UNIT COLUMN SHALL BE INTERPRETED AS CENTS) ITEM SPEC. TOTAL PRICE PER TOTAL AMOUNT NO. ITEM NO UNIT QUANTITY UNIT (DOLLARS) DOLLARS SCHEDULE B 1B CONDUIT PIPE 3 IN. DIAM. 8-20 L.F. 1,270 11.00 13,970.00 SCHEDULE B SUBTOTAL= $ 13,970.00 WASHINGTON STATE SALES TAX(W.S.S.T)(9.5%)_ $ 1,327.15 SCHEDULE B SUBTOTAL WITH W.S.S.T.= $ 15,297. 15 Rainier Ave S(SR 167i Improvements Project Schedule of Prices Phase I:Shattuck Ave S Stormwater Bypass Pape I of I July 2009 'age 28 0..IlrInre. C....I-..,Melt,r.f 1A/A Inn (`nnditinnc Anraamant can\AAAAA/kvuio rnm _ Akuove Verify Croln 4"4"1°' Frank Coluccio Construction Comp y CONFIDENTIAL SCHEDULE OF PRICES UNIT PRICES FOR ALL ITEMS,ALL EXTENSIONS AND TOTAL AMOUNT OF BID SHALL BE SHOWN. ALL ENTRIES SHALL BE WRITTEN IN INK OR TYPED TO VALIDATE BID. (NOTE SHOW PRICE PER UNIT IN FIGURES ONLY.FIGURES WRITTEN TO THE RIGHT OF THE DOT(DECIMAL)IN THE PRICE PER UNIT COLUMN SHALL BE INTERPRETED AS CENTS) PROJECT TOTAL SCHEDULE A SUBTOTAL= $ 1,828,721.50 SCHEDULE B SUBTOTAL WITH W.S.S.T= $ 15,297.15 TOTAL PROJECT COST= $ 1,844,018.65 • Rainier Ave S(SR 167)Improvements Project Schedule of Prices Phase! Shattuck Ave S Stonnwuter Bypass Page I of I Juh 2009 age 29 .. .. . • Frank Coluccio Construction Compasse CONFIDENTIAL ACKNOWLEDGEMENT OF RECEIPT OF ADDENDA ACKNOWLEDGEMENT OF RECEIPT OF ADDENDA: NO. 1 Date JJ`•-i \ c") -.O L NO. 2 Date 3 k.,txA 1 OC)c� NO. Date jUAk,L1 » kOCR Signed Aii./%-Title Nick Col - President Name of CompanyQFrank Coluccio Construction--..Company Address OO \� -- W{" -- O� 1k Th City/State/Zip v1 \- W t q k I (.0 c3u Telephone 2.0 22-- ( j LQ City of Renton State Contractor's r- Business License # BL. 000 000-3-1:--) License# t LR Rainier Ave S(SR 167)improvements Project Acknou ledge of Receipt of Addenda Phase I: Shattuck Ave S Stonnwater Bypass July 2009 Page 30 Acknowledgement of Receipt of Addenda []....drl...�f.. Cil.f..... Cvnk n, .of IA/A Inn Cnr nnrvn/"`nnrl ifii.nc. Ar.rc��mnnf neo un.n..L..n un nnm Alu.nin\/nrifv Qnnin • Frank Coluccio Construction Com, y smoCONFIDENTIAL • BID BOND FORM Herewith find deposit in the form of a certified check,cashier's check,cash,or bid bond in the amount of $ 5% of Bid Amount which amount is not less than five percent(5%)of the total bid. 6?J/ --) Signature Know An Men by These Presents: That we,Frank Coluccio Construction Company ,as Principal,and Safeco Insurance Company of America as Surety,are held and firmly bound unto the City of Renton,as Obligee,in the penal sum of Five Percent (5%) of Bid Amount dollars,for the payment of which the Principal and the Surety bind themselves,their heirs,executors,administrators,successors and assigns,jointly and severally,by these presents. The condition of this obligation is such that if the Obligee shall make any award to the Principal for *Rainier Ave S (SR 167) improvements according to the terms of the proposal or bid made by the Principal therefor,and the Principal shall duly make and enter into a contract with the Obligee in accordance with the terms of said proposal or bid and award and shall give bond for the faithful performance thereof,with Surety or Sureties approved by the Obligee;or if the Principal shall,in case of failure to do so,pay and forfeit to the Obligee the penal amount of the deposit specified in the call for bids,then this obligation shall be null and void;otherwise it shall be and remain in full force and effect and the Surety shall forthwith pay and forfeit to the Obligee,us penalty and liquidated damages,the amount of this bond. *Project Phase 1: Shattuck Ave S Stormwater Bypass Signed,sealed and dated this 17 day of July ,20 0 9 Frank Xucc' G thructiot-)Company Principal Safeco Insu ance Company of Am rica Surer Anne E. Str , Attorne In-Fact Received return of deposit in the sum of$ Rainier Ave S(SR 167)Improvements Project Bid Bond Form Phase I: Shattuck AveS Stormw•ater Byps.. July 7.0119 Page 31 Bid Bond Form PrnuirlprJ to P1 itriore Fvrhannp nf WA Ino For r rcanp rnnrlitinn*Anro>monf ciao%e/War hvarn rnm_6hankrc\Iorifs,CMIA Frank Coluccio Construction Comp V CONFIDENTIAL Safeco Insurance Company of America General Insurance Company of America VA--- Libert POWER 1001 4th Avenue Suite 1700 P", Mutual OF ATTORNEY Seattle,WA 98154 No. 634 KNOW ALL BY THESE PRESENTS: That SAFECO INSURANCE COMPANY OF AMERICA and GENERAL INSURANCE COMPANY OF AMERICA, each a Washington corporation,does each hereby appoint ************JAMES B.BINDER;PETER J.COMFORT;PEGGY A.FIRTH;BRENT E.HEILESEN;A.NOREEN JACOBSEN; LISA KERSTETTER;JULIE R.MCGEE;ANGELA SINGLETON;JENNIFER L.SNYDER;ANNE E.STRIEBY;KAREN SWANSON;ERIC A.ZIMMERMAN:Tacoma,WA**************************************************************** its true and lawful attorney(s)-in-fact,with full authority to execute on its behalf fidelity and surety bonds or undertakings and other documents of a similar character issued in the course of its business,and to bind the respective company thereby. IN WITNESS WHEREOF, SAFECO INSURANCE COMPANY OF AMERICA and GENERAL INSURANCE COMPANY OF AMERICA have each executed and attested these presents this 21st day of March , 2009 • Dix* W4ii { t f • Dexter R.Legg,Secretary Timothy A.Mikolajewski,Vice President CERTIFICATE Extract from the By-Laws of SAFECO INSURANCE COMPANY OF AMERICA and of GENERAL INSURANCE COMPANY OF AMERICA: "Article V,Section 13.-FIDELITY AND SURETY BONDS...the President,any Vice President,the Secretary,and any Assistant Vice President appointed for that purpose by the officer in charge of surety operations,shall each have authority to appoint individuals as attorneys-in-fact or under other appropriate titles with authority to execute on behalf of the company fidelity and surety bonds and other documents of similar character issued by the company in the course of its business...On any instrument making or evidencing such appointment, the signatures may be affixed by facsimile. On any instrument conferring such authority or on any bond or undertaking of the company, the seal, or a facsimile thereof, may be impressed or affixed or in any other manner reproduced; provided,however,that the seal shall not be necessary to the validity of any such instrument or undertaking." Extract from a Resolution of the Board of Directors of SAFECO INSURANCE COMPANY OF AMERICA and of GENERAL INSURANCE COMPANY OF AMERICA adopted July 28,1970. "On any certificate executed by the Secretary or an assistant secretary of the Company setting out, (I) The provisions of Article V,Section 13 of the By-Laws,and (ii) A copy of the power-of-attorney appointment,executed pursuant thereto,and (iii) Certifying that said power-of-attorney appointment is in full force and effect, the signature of the certifying officer may be by facsimile,and the seal of the Company may be a facsimile thereof." I,Dexter R.Legg ,Secretary of SAFECO INSURANCE COMPANY OF AMERICA and of GENERAL INSURANCE COMPANY OF AMERICA,do hereby certify that the foregoing extracts of the By-Laws and of a Resolution of the Board of Directors of these corporations,and of a Power of Attorney issued pursuant thereto,are true and correct,and that both the By-Laws,the Resolution and the Power of Attorney are still in full force and effect. IN WITNESS WHEREOF,I have hereunto set my hand and affixed the facsimile seal of said corporation this / day of L./ � '� 4 d g- CORPORATE e4 SEAL pi,( ' kit 7. SEAL � x 49.5:004. �, 1 � s� Dexter R.Legg,Secretary ares S-0974/DS 3/09 WEB PDF Frank Coluccio Construction Cony `41 .1 CONFIDENTIAL 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 injfuence 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 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. (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 with this Federa!contract Grant,loan, or cooperative agreement, the undersigned shati complete and submit Standard Fora'-LLL `disclosure Form to Report Lobbying,'in accordance Mtn{t3 instructions. This certification is ma ehal representation of the fact upon which reliance was paced when tfts transaction was made or enterer into. Submission of this certification is a firereauisite for making or entenna into this transaction imposed by Section 1 52, Title 31, U.S.Code. Any person who fails to file the required certification shall be subject to a civil penalty of not less than $'C.CO3 and no: more than$100,030 for each failure. The prospective participant also agrees by submitting nis or her bid or proposal that he 1r she sr.ali regu[re that the language of this certification be included in al lower tier subcontracts,which exceed:3103.JJO and that ail such su:recl_ ients shall certify an .,isclose accordingly. CF Rainier Ave S(SR 167)Improvements Project Certification of Federal-Aid Contracts Phase I: Shattuck Ave S Stormwater Bypass July 2009 Page 32 Certification for Federal-Aid Contracts Prnvirferl in Ruilriarc Fvrhanna of WA Inn Fnr umama(nnrlitinnc Anrocmcnt CDD\AAA A/by Apo nn.., ntt.,n\,�Bio,f„c ,t • ank Coluccio Construction Company ,, , CONFIDENTIAL CERTIFICATION OF EQUAL EMPLOYMENT OPPORTUNITY REPORT Certification with regard to the Performance of Previous Contracts or Sub-contracts subject to the Equal Opportunity Clause and the filing of Required Reports. The bidder x, proposed subcontractor , hereby certifies that he has X, has not ,participated in a previous contract or subcontract subject to the equal opportunity clause, as required by Executive Orders 10925, 1 1 1 14 or 11246, and that he has 7C , has not _, filed with the Joint Reporting Committee the Director of the Office of Federal Contract Compliance, a Federal Government contracting or administering agency, or the former President's Committee on Equal Employment Opportunity, all reports due under the applicable filing requirements. Frank COluQCio construction Company (Company) By: 1 i a GQ Cl Nick Coluccio - President Date: (Title) Note: The above certification is required by the Equal Employment Opportunity Regulations of the Secretary of Labor [41 CFR 60-1.7 (b) (1)], and must be submitted by bidders and proposed subcontractors only in connection with contracts and subcontracts which are subject to the equal opportunity clause. Contracts and subcontracts which are exempt from the equal opportunity clause are set forth in 41 CFR 60-1.5. (Generally only contracts or subcontracts of$10.000 or under are exempt.) Currently, Standard Form 100 (EEO-1) is the only report required by the Executive Orders or their implementing regulations. Proposed prime contractors and subcontractors who have participated in a previous contract or subcontract subject to the Executive Orders and have not filed the required reports should note that 41 CFR 60-1.7 (b) (1) (i) prevents the award of contracts and subcontractors unless such contractor submits a report covering the delinquent period or such other period specified by the Federal Highways Administration or by the Director,Office of Federal Contract Compliance, U.S. Department of Labor. Rainier Ave S(SR 167)Improvements Project Certification of Equal Employment Opportunity Report Phase 1: Shattuck Ave S Stonnwater Bypass July 2009 'age 33 Certification of Equal Employment Opportunity Report Drn.d.ln.l f..O,,ilrInr.. C..n L.nnne.of\A/A Inn C..r ue.nne(`nn.fi+innn Anrnnrnnnf non uA•Au k.n•,n nnr.• Alutnvn\/o rif..CnnIn Frank Coiuccio Construction Clot CONFIDENTIAL Failure to return this Declaration as part of the bid proposal package will make the bid nonresponsive and ineligible for award. NON-COLLUSION DECLARATION 1, 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 perso^is). firm,association or corporation has (have;not, either directly or indirectly.entered into any agreement, participated in any colLsian, or otherwise taken any action in restraint of free competitive b dd:ng in connection with the coroject for which this proposal is submttec. 2. That by signing the signature page of this proposal, I am deemed to have signed and to have agreed to the provisions of this declaration. NOTICE TO ALL BIDDERS To report rigging activities call: 1-800-424-9071 The U.S.. Deparrient of Transportation(LL.SDOTi ocierates the a go';e tor-free .hot the Monday through Fn ny.c, 0 a.m.to :0 p.rm_ eastern time Anyone yvitn c^..ow:ed_e of possible bid rigging. badder col slat. or other e t active: es should use the nctIi.e_ =r ff��dU. lito repo such activities. The 'hotline is Dart of L Jr T's continuing etfort to de, .„:f and inyes Yate h=ghway construction contract fraud and abase and s ripe-ated under tie d`::rectio,'of the',SEX-Yr inspector General. i^formation .'il treated confdentatty and cater an nyTi ty lI be respected EF Rainier Ave S(SR 167)Improvements Project Non-Collusion Declaration Phase I: Shattuck Ave S Stormwater Bypass July 2009 'age 34 Non-Collusion Declaration 'rovided to Builders Exchange of WA, Inc. For usage Conditions Agreement see www.bxwa.com -Always Verify Scale Frank Coluccio Construction Com ,,ty CONFIDENTIAL NON-COLLUSION AND DEBARMENT AFFIDAVIT * STATE OF WASHINGTON COUNTY OF ) Frank Coluccio Construction Company I, the undersigned, an authorized representative of *** , being first duly sworn on oath do hereby certify that said person(s), firm, association or corporation has (have) not, either 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. I further certify that, except as noted below, the firm, associated or corporation or any person in a controlling capacity associated therewith or any position involving the administration of federal funds; is not currently under suspension, debarment, voluntary exclusion, or determination of ineligibility by any federal agency; has not been suspended, debarred, voluntarily excluded or determined ineligible by any federal agency within the past 3 years; does not have a proposed debarment pending; and has not been indicted, convicted, or had a civil judgment rendered against said person, firm, association or corporation by a court of competent jurisdiction in any matter involving fraud or official misconduct within the past 3 years. I further acknowledge that by signing the signature page of the proposal, I am deemed to have signed and have agreed to the provisions of this affidavit. Rainier Ave S (SR 167)Iniprovements Project—Phase I: Shattuck Ave S Stormwater Bypass Name of Project Frank Coluccio Construction Company n / Name of Bidder's Firm �ra� Nick Coluccio - President Signature of Authorized Representative of Bidder •TL L \/ 1 -_ - , 2...c.Dc. 9 Dateww�� I certify that I know or have satisfactory evidence that I I ‘C k COI-0C C Iv is the person who appeared before me, and said person acknowledged that (he/she) signed this instrument and acknowledged it to be (his/her)free and voluntary act for the uses and purposes mentioned in the instrument. Dated , CA 030CArTA' k C•C CGt. �ppLEE oC ', �n O Notary Public in and for the State '� ,a+ of Washington residing at �G\ �� C (\ \( �O A,q� O Nota (print):C./AS'.A Niti2/c CCUI._uLG cn z JJBUC s` My appointment expires: UlA(\e `2 2 NOTE: , Esc . n22 suit in of d, but be considered in idder exception noted r . For any ��t`a� �rtM IIlapplies. initiating denial agency,and dates of action. Providing tfalse ttinfg ormatione ay,result yin criminal prosecution or adnumti » ,; * A suspending or debarring official may grant an exception permitting a debarred,suspended.or excluded person to participate in a particular transaction upon a written determination by such official stating the reason(s)for deviating from the Presidential policy established by Executive order I2.649..."(49 CFR Part 29 Section 29.215). * If notarization of proposal takes place outside of Washington State.DELETE WASHINGTON,and enter appropriate State. Fill in county where notarization of proposal takes place. "** Fill in firm name. Rainier Ave S(SR 167)Improvements Project Non-Collusion Declaration and Debarment Affidavit Phase I: Shattuck Ave S Stonmwater Bypass July 2009 'age 35 Non-Collusion and Debarment Affidavit 'rnvirli rl to Pinlr'f rc 1 vehanna of lA/A Inn Pnr ricana r'.nnrtitinnc Anroamant coo snnnnnr h•nnia nom_ Alwavc Vorifv Coale Frank Coluccio Construction Car. Sany CONFIDENTIAL CERTIFICATION RE: ASSIGNMENT OF ANTITRUST CLAIMS TO PURCHASER STATE OF WASHINGTON ) SS COUNTY OF KING Vendor and purchaser recognize that in actual economic practice overcharges resulting from antitrust violations are in fact usually borne by the purchaser. Therefore, vendor hereby assigns to purchaser any and all claims for such overcharges as to goods and materials purchased in connection with this order or contract,except as to overcharges resulting from antitrust violations commencing after the date of the bid,quotation, or other event establishing the price under this order or contract. In addition, vendor warrants and represents that each of his suppliers and subcontractors shall assign any and all such claims to purchaser, subject to the aforementioned exception. Rainier Ave S(SR 167)Improvements Project-Phase I: Shattuck Ave S Stormwater Bypass Name of Project Frank Coluccio Construction Company Name of Bidder's Firm Ati/a/L— Nick Coluccio - President ''�Siignnature of Authorized Representativentticveof Bidder V `. c 1_\/ 1-4 i 2. 1 Date n �J I certify that I know or have satisfactory evidence that 1v i C '` CO\OC1 is the person who appeared before me, and said person acknowledged that (he/she) signed this instrument and acknowledged it to be (his/her) free and voluntary act for the uses and purposes mentioned in the instrument. Dated 7J O1\1 ri ✓L c� C Gni a CA- t(C-C,LC ,,iii..,,,,,, tt,t�'`kt,pRA(EF'Z Notary Public in and for the State \ g�o�R►ission0p of Washington residing at K1rc� C.O3i� NO'IAA. 'Wn; Notary(print):GQ- C1(YAt(CA CO\UCC/1 yaAt/SLAG My appointment expires: \.)u n Z 2 2 012_ 4eASHINGtttt Rainier Ave S(SR 167)Improvements Project Assignment of Antitrust Claims Phase I: Shattuck Ave S Stormwater Bypass July 2009 age 36 Certification RE: Assignment of Antitrust Claims to Purchaser rovided to Builders Exchange of WA. Inc. For usage Conditions Aareement see www bxwa corn-Alwavc Varifv Scala `"w Frank Coluccio uorlstruction Company CONFIDENTIAL MINIMUM WAGE AFFIDAVIT FORM STATE OF WASHINGTON ) SS COUNTY OF KING I, the undersigned, having been duly sworn, deposed, say and certify that in connection with the performance of the work of this project, I will pay each classification of laborer, workman, or mechanic employed in the performance of such work, not less than the prevailing rate of wage or not less than the minimum rate of wages as specified in the principal contract; that I have read the above and foregoing statement and certificate, know the contents thereof and the substance as set forth therein, is true to my knowledge and belief. Rainier Ave S (SR 167)Improvements Project-Phase I: Shattuck Ave S Stormwater Bypass Name of Project Frank Coluccio Construction Company Name of Bidder's Firm Nick Coluccio - President Signature of Authorized Representative of Bidder Date I certify that I know or have satisfactory evidence that (\ C� C D\'3LC, k-D is the person who appeared before me, and said person acknowledged that (he/she) signed this instrument and acknowledged it to be (his/her) free and voluntary act for the uses and purposes mentioned in the instrum7:3— nt. Dated :3 U\.4 \--A" t OO (-1 ('CJ,/ OITA/NO e tt Eft' 01:11\& Notary Public in and for the State `\\`1,t1 ossio04AO(G�\\ of Washington residing at • ilk�oiAq H Notary (print):Cil 'n( rpt CC—(. 1� NBtC z * • My appointment expires: he -2:2_, 2� kZ <(` n 20 �'Cit LO. WASHN� I Rainier.Ave S(SR 167)Improvements Project Minimum Wage Affidavit Fonn Phase I• Shattuck Ave S Stormwater Bypass July 2009 age 37 Minimum Wage Affidavit Form rnviriar1 to RI lil/1PrC Fvrhnnna of 1A/L1 Frank C.oluccio t.4,ristructionmpany CONFIDENTIAL state Disadvantaged Business Washington �,I Department of Transportation Enterprise Utilization Certification eligible for award of:his c:..ra .the'_ :e-r%st f. out and subs.,:,as part of,ts bEd prop'+.3.:re^oi1cvzng D sacvans2-d 2.siness=•:erpriss! rh_;:ron C:ertcanon-sating 7C:isa::vanta;_:Busress Ente^- se,:OBE) requirer_::s.T.e Contracting Agency "aSider •;spons ve ana an,:reject any_,.,proposs tist 3.CiS clOnta.-1 a TBE Certr ion rrhlca properly .a t n_.ratss that t-e bidder will:meett^_C partcipat_.requirer- -:s in k'_74 of tT r a.'e s onovided for to propose=oa-:rac s bidder swing•o^to good`art effort n-e hod:o deet t"e C3E assigned-onra.t goal,docinnentaaion additean to the cert icate naust t^=bid c,:o.sal as support fa.such etfcr:s..The suc essU bidders DEE Certl .v.ittfra shall ce .es-led a part of tne res•;:ing conrsot. nfs-.iatcnn•erts ned firms available frore'DI.,, E telephones . 5, 3?3 •-d . Frank Cotuccio Construction Company :ert=es rat the.i53'.vanta. 6usness Ente--se :DBE;=irr s.stea.below have been 0ontsotec regarding;:a-tic:.:ton t t if tr o_ lS sj^o- s til S=7 t p t and is awarded the ont:=t.n.shall as:..:_r_.sub :raOa or supply agreer-e-:a are exeo,,:ed rrtt..tn.cse firms where an Arc_,;.:o os • __Tawards Coal's (if :essary..se a ::ional sheet.) Project Rote • Amount to Name of DBE Certificate Number (Prima_nufacttuirectar. Description of Work be Applied Regular Dealer) Towards Goal • J&G CONCRETE SUBCONTRACTOR FLATWORK , 60,157.00 D5M1020735 CURBS • CIVILTECH ENGINEERING SUBCONTRACTOR ENGINEERING 5,000.00 D4M8218825 OUTWEST LANDSCAPE SUBCONTRACTOR LANDSCAPE 25,628.00 D2F4710710 4. FORTNER TRUCKING SUBCONTRACTCR TRUCKING FOR D4M8019836 IMPORT/EXPORT 45,000.00 f SALINAS SAWING AND DRILLING SAWCUTTING 3,537.50 M5M2314837 SUBCONTRACTOR SIGNATURE SURVEYING SUBCONTRACTOR SURVEY 9,000.00 Di= :sant:_ :Bus-s ES Ent_ se 2.z:cnt-_:t-;Goal: 8.0% =r6E a,_ s 148,322.50 3 _=a ;is r._. _pyrae]p'o :ti }Ire CT._ '.rase . :5a Ir.._:L r _car:l____ear,l_ .. T .. VE-Argre _:sit tae cart.act2.,_.,, _..,. f" Tic Co- :l hce,c,all 4:It1s::^a eTo r:l0_.FT'+,,e A:LaE'O'^C:tr:C1 3 731:15 aO31.'1:l__reT.o!"al.3rrC:Tat u._TEC:e _s serirs:..3 „:-e>.rl JL'5I']li'7:3!ar r.1rt:s,stec acave.tr_r:re 5'[l:of.:l33ravit£155-:stall F"_:3r 3. ..l_ .. t= Rainier Ave S(SR 167)Improvements Project Disadvantaged Business Enterprise Utilization Certification Phase I: Shattuck Ave S Storinwater Bypass July 2009 page 38 Disadvantaged Business Enterprise Utilization Certification °rnvirieri to Rttildprs Fxchanne of WA Inc.. Fnr'sane Cnnriitinnc Anraampnt can www hxwa nnm - Alwauc\iprifv Cralp Frank Coluccro 1/4,,,,,;;i�uC( Company "rrrr CONFIDENTIA SUBCONTRACTOR LIST FORM RCW 39.30.060 requires that for all public works contracts exceeding$1,000,000 the bidder shall submit the names of all subcontractors whose subcontract amount exceeds ten percent (10%) of the contract price, and/or-whose work involves either heating,air conditioning, ventilation, plumbing, or electrical. If the subcontractor's names are not submitted with the bid, or within 24 hours of the bid, the bid shall be considered nonresponsive and, therefore, void. Complete one of the following for contracts that exceed$1,000,000: A. There are no subcontractors proposed whose subco ract. mo nt exceeds ten percent (10%) of the contract price. Joseph Coluccio -President Name: Title: Signatur:: ;�� B. The followr h *c4 actor(s) subcontract amount exceeds 10 percent (10%) of the contract price: (list subcontractor and bid item) Bid Item(s): A) 87,88,89,90 & B) 1 electrical Subcontractor Name: Transtech electric Address: 9012 South 208th St Kent, WA 98032 Phone No.: 253.872.5343 State Contractor's License No. TRANSEI055DT Bid Item(s): Subcontractor Name: Address: Phone No.: State Contractor's License No. Bid Item(s): Subcontractor Name: Address: Phone No.: State Contractor's License No. Bid Item(s): Subcontractor Name: Address: Phone No.: State Contractor's License No. Rainier Ave S(SR 167)Improvements Project Subcontractor List Form Phase I: Shattuck Ave S Srormwatcr Bypass July 2009 Page 39 Subcontractor List Form Drnvnfl Pft to R„ilriarc FvnFlanna of 1/1/A Inn rnr nc.nna(`nnliitinne An raamAA AAA can,AAAA..h.AAP, AAA . „ Ak .no\/o.If.,Cr.-,io. ` vow' Frank Coluccto CONFi GFot i Et.DENTiu ItAlr mpany Bid Item(s): Subcontractor Name: Address: Phone No.: State Contractor's License No. Bid Item(s): Subcontractor Name: Address: Phone No.: State Contractor's License No. Bid Item(s): Subcontractor Name: Address: Phone No.: State Contractor's License No. /1 / I l si<T • - - - io - President ,natur- of Authorized Representative of Bidder Subscribed and sworn to be before me on this \---* day of i \\I , ?00C. CONCretret ce,,,,,L2 . __,,. ,,,„pok � �� Notary Public in and for the State of Washington to (t) °T'�•i ID 0 CCk sc nc 1-67‘ C uCc. \ cD to 41..06 ,, \ Notary(Print) Z. \ \nim CO 1 �,,tLptVitz N� hOttN�`\ Residing at -_0ic ���ttt My appointment expires: Jct fl e 22- t ZU i 2_ WASN,,,,t Rainier Ave S(SR (67)Improvements Project Subcontractor List Form Phase I: Shattuck Ave S Stormwater Bypass July 2009 Page 40 Provided to Builders Exchange of WA Inc For usage Conditions Anrppmpnt see www hewn corn_Always Varifv kalp �'P$Mk ..:11,''',..:-'2',.:-'r '� Ay x fi - � -t L$ � i. '.,,,'-'4,1.71-,i-:'-':'...,.-- '4 ,�,.�68x} " ! rY n '� ` t t o ! ° may- - „,t r. ,.'e ( . �� HI '' 'v, f'� _ � �fr.y'.2m"2 t I S.Ln.':''-e'-'' _ .�'-'.2.-..-.'''':--,,,l'''-',-1':' y ' { M1 P b s 2: r i ,NS"+- �/- y�q,• , f .- x r expa- . :"▪` zF 9" y -+q R / Illd ';',' ''i'':'"Olk4i.'"Ij'f., 'Z','V.''''-",7,i,: , .,':::-A. 1 / N � � bo (:)to to C rE„ t C n _ t t-li 4 , w '° Ooh Z v �� 3 y ..0 co � a � gr a � jj 000 � o � � z ��F, s •d �C cpm Z � prm D m r O Pzi rriO o Zp S?o co OO n 90 n m � D z o � � Dzo � w D O D , � Y• � im � Z m ion o , t� $4° .'..:.'.:',:;',-:;-',,:fi,p-',0:-:i.-•„;-,;:•i-•.,1'-:::'::::•-•'-;::„;.•,•::•,'. ::','.:":::,,r•,,•-,:•..-;,-. cr) Xi N co 0 37 m D ( COW W O Cn g Y # 1, W -ice W i (n • ` ..„_., _.:,,,„„.:,. ,„.„.,.. .. :,;,::., �4 . .. ,,,,:_, ,,,.: ,if:,..,,,,,..)..::,,ii,_,,,:::.:.,:.,:!::...::.,,, ..,, ..., , ‘ � e , p v`3 F .x.. $k � .;i::: ::.,..,i.::.,.,„:,.4,..,.„i:;,., 7„,:..:.•„:,,.;:„, ,:: :: :.. , „ , , , ,,,:,.,,... ,: :,.. .,,...,:.1.:::;i:,:,,_:::._,„,::,,.._.:, . r 11 s„h,�r zlrga:`� ° a- f. - ::,. :,..,,, , Ls^�"xF.,,.3 0 } i „:...,.„..;: ;,,, , ,.,;,::,..,,i0.„ ,;i....im_..,..i ,ii, ..:,..H: . ^' x"✓ 'i S :'...:,''',4,'3;::.1r,:!,,,''. -11'''' r ,d�' 5� 4 KF o- �� ° ,.'• r ¢ exp�,- r �, ,.a^a 3 t � i� ' 0.'rs : "� . i k tivt ' ._�:,gym a �n,'Gs'",��::. .. f s £',.�,xr"�1.� �€._a�„aT':'°.��.w.,..a ?.. ...,��,L.;!::::';',::1;''-'1-:: - i Noy" Nimie CAG-09-125 CITY OF RENTON CALL FOR BIDS Rainier Ave S (SR 167) Improvements Project Phase I: Shattuck Ave S Stormwater Bypass Federal Aid Number: ARRA-0167(044) Sealed bids will be received by the City of Renton, at the City Clerk's Office, located on the 7th floor of Renton City Hall, until 3:00 PM on Friday, July 17, 2009, and will then be opened and publicly read in conference room#511,located on the 5`h floor of Renton City Hall. Renton City Hall is located at 1055 South Grady Way,Renton, WA 98057. 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 right is reserved to reject any and all bids and to waiver informalities in the bidding. Bid documents will be available Wednesday, June 24, 2009. Plans specifications, addenda, and plan holders list for this project are available on-line through Builders Exchange of Washington, Inc., at http://www.bxwa.com. Click on bxwa.com; Posted Projects; Public 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. If a bidder has any questions regarding the project,the bidder may either: 1. Submit questions in writing to: Renton City Hall—Transportation Systems 1055 South Grady Way Renton,WA 98057 Attn: Rob Lochrniller 2. Submit questions via e-mail to: rloclmuller(wrentonwa.gov Subject: Shattuck 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 Title 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. Page 6 Provided to Builders Exchange of WA, Inc. For usage Conditions Agreement see www.bxwa.com -Always Verify Scale Nese' City of Renton Contract Documents for Rainier Ave S (SR 167) Improvements Project Phase 1: Shattuck Ave S Storm water Bypass III. PROJECT PROPOSAL Project: Rainier Ave S (SR 167) Improvements Project Phase 1: Shattuck Ave S Stormwater Bypass Project No. CAG-09-125 Company: E.-5 q (VA Address: c 1C ��Cs a'1L{C-Y1 �2 �_ PL CSL p v f ct f i Phone No: ,3 j 53CP 0-7(c,G Fax No: c 5 --S Jf 1 7.) c �/ Bid Amount: $ /( Page 17 III. Project Proposal provided tc Builders Exchange of WA, Inc. For usage Conditions Agreement see www.bxwa.com -Always Verify Scale •w, *re BIDDER'S CHECKLIST 1. / PROJECT PROPOSAL COVER SHEET 2. / BIDDER'S CHECKLIST 3. / PROPOSAL FORM 4. / SCHEDULE OF PRICES 5. ✓ ACKNOWLEDGEMENT OF RECEIPT OF ADDENDA 6. r BID BOND FORM 7. / CERTIFICATION FOR FEDERAL-AID CONTRACTS 8. / CERTIFICATION OF EQUAL EMPLOYMENT OPPORTUNITY REPORT 9. / NON-COLLUSION DECLARATION 10. / NON-COLLUSION AND DEBARMENT AFFIDAVIT 1 1. ASSIGNMENT OF ANTITRUST CLAIMS 12. MINIMUM WAGE AFFIDAVIT FORM 13. / DISADVANTAGED BUSINESS ENTERPRISE UTILIZATION CERTIFICATION 14. / SUBCONTRACTOR LIST FORM The above documents must be executed by the Contractor's President, Vice-President, and Secretary if corporation by-laws permit. All pages must be signed. In the event another person has been duly authorized to execute contracts, a copy of the corporation minutes establishing this authority must be attached to the bid document. Rainier Asc S i.SR 1671 Improvement..Project Bidder's Checklist Phase I: Shattuck c S.Siunnwatcr Bypass Jule 2009 Page 18 Bidder's Checklist Provided to Builders Exchange of WA, Inc. For usage Conditions Agreement see wvo.v.bxwa.com -Always Verify Scale CITY OF RENTON Rainier Ave S (SR 167)Improvements Project Phase 1: Shattuck Ave S Stormwater Bypass Federal Aid Number: ARRA-0167(044) PROPOSAL TO THE CITY OF RENTON RENTON, WASHINGTON Ladies and/or Gentlemen: The undersigned hereby certify that the bidder has examined the site of the proposed work and has read and thoroughly understands the plans,specifications, and contract governing the work embraced in this improvement, and the method by which payment will be made for said work, and hereby propose to undertake and complete the work embraced in this improvement, or as much thereof as can be completed with the money available, in accordance with the said plans, specifications and contract, and the following schedule of rates and prices. (Note: Unit prices for all items,all extensions, and total amount of bid shall be shown. Show unit prices in figures only.) Printed Name: I A (`6 �C��I Signature: Address: + i 3 C(f_r -gcfn h C 1 \ Names of Members of Partnership: Or Name of President of Corporation (� �� r 6 Name of Secretary of Corporation Corporation Organized under the laws of `\./ with main office in State of Washington at Rainier Ai S(SR 167)Iniprocinentti Project Proposal Phase 1' Shari eel:.Ave S Stonm+ate)Hil't`s in 2005 Page 19 Proposal Provided to Builders Exchange of WA, Inc. For usage Conditions Agreement see www.bxwa.com -Always Verify Scale • SCHEDULE OF PRICES UNIT PRICES FOR ALL ITEMS,ALL EXTENSIONS AND TOTAL AMOUNT OF BID SHALL BE SHOWN. ALL ENTRIES SHALL BE WRITTEN IN INK OR TYPED TO VALIDATE BID. (NOTE:SHOW PRICE PER UNIT IN FIGURES ONLY.FIGURES WRITTEN TO THE RIGHT OF THE DOT(DECIMAL)IN THE PRICE PER UNIT COLUMN SHALL BE INTERPRETED AS CENTS) ITEM SPEC. TOTAL PRICE PER TOTAL AMOUNT NO. ITEM UNIT UNIT NO QUANTITY (DOLLARS) DOLLARS SCHEDULE A 1 MINOR CHANGE 1-04 CALC 1 $ 5,000.00 $ 5.000.00 W.2 CONTRACTOR SUPPLIED SURVEYING 1-05 L.S. 1 2c % 20 OW, 3 SPCC PLAN 1-07 L.S. 1 zcceiS Z,Sa�=" 4 ARCHAEOLOGICAL AND HISTORICAL 1-07 EST. 1 $ 25,000.00 $ 25.000.00 SALVAGE PEDESTRIAN CONTROL AND emco 5 PROTECTION 1-07 L.S. 1 4 ce):— 45-60.-- 6 HIGH VISIBILITY FENCE 1-08 L.F. 87 V°'" 34/8=° 7 MOBILIZATION 1-09 L.S. 1 '9Z, 4(0:ell. 72,WO PROJECT CONTROL TEMPORARY TRAFFIC 1-10 L.S. 1 tk�. S OG'UO opo 8 , • 9 UTILITY POTHOLING 1-17 EST. 1 $ 25,000.00 $ 25,000.00 10 RESOLUTION OF UTILITY CONFLICTS 1-17 EST. 1 $ 50,000.00 $ 50,000.00 11 CLEARING AND GRUBBING 2-01 ACRE 0.03 30 q 'Lb,N. 12 ROADSIDE CLEANUP 2-01 EST. 1 $ 10,000.00 $ 10.000.00 REMOVAL OF STRUCTURES AND 2-02 L.S. 1 0o 13 OBSTRUCTION �91 /VOa) coo 14 REMOVING CEMENT CONC. SIDEWALK 2-02 S.Y. 328 A >?ze") Rainier Ave S(SR 167)Improvements Project Schedule of Prices.Addendum No.3 Phase I Shattuck Ace S Stormwater Bypass Page 1 of 8 July 2009 Page 3 Schedule of Prices Provided to Builders Exchange of WA, Inc. For usage Conditions Agreement see www.bxwa.com -Always Verify Scale SCHEDULE OF PRICES UNIT PRICES FOR ALL ITEMS,ALL EXTENSIONS AND TOTAL AMOUNT OF BID SHALL BE SHOWN. ALL ENTRIES SHALL BE WRITTEN IN INK OR TYPED TO VALIDATE BID. (NOTE SHOW PRICE PER UNIT IN FIGURES ONLY.FIGURES WRITTEN TO THE RIGHT OF THE DOT(DECIMAL)IN THE PRICE PER UNIT COLUMN SHALL BE INTERPRETED AS CENTS) ITEM SPEC. TOTAL PRICE PER TOTAL AMOUNT NO. ITEM NO. UNIT UNIT QUANTITY (DOLLARS) DOLLARS SCHEDULE A REM15 PAVEOMENG ASPHALT CONC.T 2-02 S.Y. 2.869 .;f .) 11?Qe//s° 16 REMOVING CEMENT CONC. CURB AND 2-02 L.F. 450 3 i D'^ GUTTER 17 PIPE NDON AND FILL STORM DRAIN 2-02 L.F. 480 /3= 42-1/1?2f- 18 REMOVING CHAIN LINK FENCE 2-02 L.F. 60i s 3� 19 SAWCUTTING 2-02 L.F. 2,830 ig yZysp 20 ROADWAY EXCAVATION INCL. HAUL 2-03 C.Y. 1,024 /7...°- 744° ABANDONMENT OF MONITORING i/50 ( Q'oQ 21 WELLS 2 05 EACH 3 STRUCTURE EXCAVATION CLASS A 2-09 C.Y. 113 INCL. HAUL /PZ, � 22 23 SHORING OR EXTRA EXCAVATION CL. 2-09 L.S. 1 2 44(el 2y� i A STRUCTURE EXCAVATION CLASS B 2� d 24 INCL. HAUL 2-09 C.Y. 4,977 /8.-- 9a CZ 25 SHORING OR EXTRA EXCAVATION 2-09 S.F. 19,246 /�`� ;Y, ‘/,° CLASS B 26 CONSTRUCTION GEOTEXTILE FOR 2-12 S.Y. 4,563 O go 3744 y° SEPARATION 27 CRUSHED SURFACING TOP COURSE 4-04 TON 949 ZSoo ---- L3 on W co 28 PLANING BITUMINOUS PAVEMENT 5-04 S.Y. 1,560 b,' 00, Rainier Ave S(SR 167)Improvements Project Schedule IA Prices_Addendum No.3 Phase I:Shattuck Ave S Stormwater Bypass Page 2 of 8 July 2009 Page 4 F ovided to Builders Exchange of WA, Inc. For usage Conditions Agreement see www.bxwa.com-Always Verify Scale • SCHEDULE OF PRICES UNIT PRICES FOR ALL ITEMS,ALL EXTENSIONS AND TOTAL AMOUNT OF BID SHALL BE SHOWN. ALL ENTRIES SHALL BE WRITTEN IN INK OR TYPED TO VALIDATE BID. (NOTE:SHOW PRICE PER UNIT IN FIGURES ONLY.FIGURES WRITTEN TO THE RIGHT OF THE DOT(DECIMAL)IN THE PRICE PER UNIT COLUMN SHALL BE INTERPRETED AS CENTS) ITEM SPEC. TOTAL PRICE PER TOTAL AMOUNT NO. ITEM UNIT UNIT NO QUANTITY (DOLLARS) DOLLARS SCHEDULE A 29 HMA CL. 1/2 IN. PG 64-22 5-04 TON 2,182 g°.')" /-s./C66 oa 30 CEMENT CONC. PAVEMENT 5-05 C.Y. 18 ' a) cd INCLUDING DOWELS 50. Voo 31 CONC.CLASS 4000 FOR FOUNDATION 6-02 C.Y. 95 Z - c /9000 32 ST. REINF. BAR FOR FOUNDATION 6-02 LB. 9,322 /5S /'yV GO 33 UNDERDRAIN PIPE 6 IN.DIAM. 7-01 L.F. 220 3/ gZO 34 TESTING STORM SEWER PIPE 7-04 L.F. 1,686 / Z�5Z�_ CORRUGATED POLYETHYLENE STORM 3i /3, 3�2.°° 35 SEWER PIPE 12 IN. DIAM. 7 04 L.F. 432 36 CORRUGATED POLYETHYLENE STORM 7-04 L.F. 39 Z 6 O� SEWER PIPE 18 IN. DIAM. �, 45- 2..7 37 CORRUGATED POLYETHYLENE STORM 7.04 L.F. 1,139 -' f?'9SEWER PIPE 48 IN. DIAM. /s3, 38 DUCTILE IN DIAM. IRON STORM SEWER PIPE 12 7-04 L.F. 81 702.9._ c99,/° 0o 39 CONCRETE INLET 7-05 EACH 4 ,Y49 " 3 94O -1-41 00 40 CATCH BASIN TYPE 1 7-05 EACH 9 /,CVO?? 9000.2'5 41 CATCH BASIN TYPE 2 48 IN. DIAM. 7-05 EACH 3 2006 C 000 00 42 CATCH BASIN TYPE 2 72 IN. DIAM. 7-05 EACH 1 3 24"c)• 3200 harmer Ave S(SR 167)Improvements Project Schedule of Pnces.Addendum No 3 Phase I:Shattuck Ave S Stormwater Bypass Page 3 of S July 2009 Page 5 Provided to Builders Exchange of WA, Inc. For usage Conditions Agreement see www.bxwa.com-Always Verify Scale SCHEDULE OF PRICES UNIT PRICES FOR ALL ITEMS,ALL EXTENSIONS AND TOTAL AMOUNT OF BID SHALL BE SHOWN. ALL ENTRIES SHALL BE WRITTEN IN INK OR TYPED TO VALIDATE BID. (NOTE:SHOW PRICE PER UNIT IN FIGURES ONLY.FIGURES WRITTEN TO THE RIGHT OF THE DOT(DECIMAL)IN THE PRICE PER UNIT COLUMN SHALL BE INTERPRETED AS CENTS) ITEM SPEC. TOTAL PRICE PER TOTAL AMOUNT NO. ITEM NO. UNIT UNIT QUANTITY (DOLLARS) DOLLARS SCHEDULE A vo '/ 0O 43 CATCH BASIN TYPE 2 84 IN. DIAM. 7-05 EACH 7 4�v ^ J�. LO.' 44 CCATAT H BASIN TYPE 2 84 IN. DIAM.WITH 7-05 EACH 2 do ,— e 300- /1/600 alo 00 45 ABANDON EXISTING MANHOLE 7-05 EACH 2 3go7s0C 46 STORUCTUREN TO DRAINAGE 7-05 EACH 6 63; 38/D e 47 CONNECTION TO EXISTING MANHOLE 7-05 EACH 2 //3� as O6 (may``�. / Z�.` CONNECT STRUCTURE TO EXISTING ase �o 48 PIPE 7-05 EACH 9 600. 5Y00." 49 ADJUST MANHOLE 7-05 EACH 7 l2Q'''. 4*0.� 50 MANHOLE 48 IN. DIAM.TYPE SANITARY 7-05 EACH 3 Zi a�a 7 PC' •sa SANITARY MANHOLE EXTRA SHALLOW 00 Cao 51 TYPE C 7-05 EACH 1 2iZcz). Z Loo 52 ADJUST CATCH BASIN 7-05 EACH 1 co tit 4/2D.-- sist 53 LOCKING SOLID METAL COVER AND 7-05 EACH 1 (o�p Cj�0 FRAME FOR CATCH BASIN e 54 ADJUST VALVE BOX 7-05 EACH 8 3/. :^. 4 5- -0. E 55 DEWATERING 7-06 L.S. 1 60. BANK RUN GRAVEL FOR TRENCH ,Zee)-- f.Xv e °� � 56 BACKFILL 7-09 C.Y. 1,500 ` . Rainier Ave S(SR 167)Improvements Project Schedule of Prices.Addendum No 7 Phase 1-Shattuck Ave S Slonnwater Bypass Page 4 of 8 July 2009 Page 6 Provided to Builders Exchange of WA, Inc. For usage Conditions Agreement see www.bxwa.com-Always Verify Scale • SCHEDULE OF PRICES UNIT PRICES FOR ALL ITEMS,ALL EXTENSIONS AND TOTAL AMOUNT OF BID SHALL BE SHOWN. ALL ENTRIES SHALL BE WRITTEN IN INK OR TYPED TO VALIDATE BID. (NOTE:SHOW PRICE PER UNIT IN FIGURES ONLY.FIGURES WRITTEN TO THE RIGHT OF THE DOT(DECIMAL)IN THE PRICE PER UNIT COLUMN SHALL BE INTERPRETED AS CENTS) ITEM SPEC. TOTAL PRICE PER TOTAL AMOUNT NO. ITEM UNIT UNIT NO. QUANTITY (DOLLARS) DOLLARS SCHEDULE A 57 HYDRANT ASSEMBLY 7-14 EACH 1 VOOCe 4400 58 WATER SERVICE AND CONNECTION TO 7-15 EACH 12 ( • oa ICX-) EXISTING MAIN 59 TELEVISION INSPECTION 7-17 L.S. 1 /4"'� 40‘).5.° 60 TEMPORARY BYPASS PUMPING 7-17 L.S. 1 /3�p /!cA) 'pC.)). 61 PVC SANITARY SEWER PIPE 8 IN. DIAM. 7-17 L.F. 173 i/Le 72.5' 62 ESC LEAD 8-01 DAY 80 NO. p Yr 63 BLANKET PERMANENT EROSION CONTROL 8-01 S.Y. 267 3?- f027 — ,, 64 INLET PROTECTION 8-01 EACH 21 � ii�{4-2-4 65 EROSION/WATER POLLUTION 8-01 EST. 1 $ 25,000.00 $ 25,000.00 CONTROL 66 BARK OR WOOD CHIP MULCH 8-02 C.Y. 72 Z/8• %a. 3c/S r 7 67 TOPSOIL TYPE A 8-02 C.Y. 144 28 4.4/7Z. PSIPE- ROSA RUGOSA"FRU DAGMAR n ,/�� pO 68 HATSUP" 8-02 EACH 502 jS `�,� 69 PSIPE-MAHONIA NEROSA 8-02 EACH 590 /s5:5—"--' 49/s o 00 70 PSIPE-SESLARIA AUTUMNALIS 8-02 EACH 370 0. 2 CO.g Rainier Ave S(SR 1(-7)Improiements Project Schedule at Prices.Addendum Na.1 Phase 1:Shattuck Ave S Stonnwater Bypass Page i of S July 2004 Page 7 Provided to Builders Exchange of WA, Inc. For usage Conditions Agreement see www.bxwa.com-Always Verify Scale SCHEDULE OF PRICES UNIT PRICES FOR ALL ITEMS,ALL EXTENSIONS AND TOTAL AMOUNT OF BID SHALL BE SHOWN. ALL ENTRIES SHALL BE WRITTEN IN INK OR TYPED TO VALIDATE BID. (NOTE:SHOW PRICE PER UNIT IN FIGURES ONLY.FIGURES WRITTEN TO THE RIGHT OF THE DOT(DECIMAL)IN THE PRICE PER UNIT COLUMN SHALL BE INTERPRETED AS CENTS) PRICE PER ITEM ITEM SPEC. UNIT TOTAL UNIT TOTAL AMOUNT NO. NO. QUANTITY DOLLARS (DOLLARS) SCHEDULE A 71 CEMENT CONC.TRAFFIC CURB AND 8_04 L.F. 1,206 .f3'— v !r GUTTER Z3Zg,3c/1. 72 CEMENT CONC. PEDESTRIAN CURB 8-04 L.F. 16 /g=- a8=' 73 TYPE A PRECAST TRAFFIC CURB 8-04 L.F. 54 oe) 74 CEMENT CONC. DRIVEWAY ENTRANCE 8_06 S.Y. 88 TYPE A yZV j��`. c TYPE CEMENTB CONC. DRIVEWAY ENTRANCE 75 yi 8-06 S.Y. 42 d-D / 74V= CEMENT CONC. DRIVEWAY ENTRANCE 9 v Gi° 76 TYPE C 8-06 S.Y. 235 VZ 62 2 G 77 CHAIN LINK FENCE TYPE 6 8-12 L.F. 31 Z�.— W X'3 `° END, GATE, CORNER,AND PULL POST ego °o 78 FOR CHAIN LINK FENCE 8-12 EACH 4 z�' .— 79 MONUMENT CASE AND COVER 8-13 EACH 3 Z70 gip.00 • 80 ADJUST MONUMENT CASE AND COVER 8-13 EACH 2 ZOO.— V00.all 81 CEMENT CONC. SIDEWALK 8-14 S.Y. 4663z9/z...=°.`'p AlAl CEMENT CONC. SIDEWALK RAMP TYPE 82 8-14 EACH 3 . 9�. 2/ °7°' CEMENT CONC. SIDEWALK RAMP TYPE °D 00 83 2A 8-14 EACH 4 9a),— ..,./goo.— CO CEMENT CONC. SIDEWALK RAMP TYPE 84 5 8-14 EACH 3 *0:- Z ac). Rainier Ave S(SR 167)Improvements Project Schedule of Prices.Addendum No. Phase 1:Shattuck Ave S Stonnwater Bypass Page 6 of 5 July 2009 Page 8 Provided to Builders Exchange of WA, Inc. For usage Conditions Agreement see www.bxwa.com-Always Verify Scale SCHEDULE OF PRICES UNIT PRICES FOR ALL ITEMS,ALL EXTENSIONS AND TOTAL AMOUNT OF BID SHALL BE SHOWN. ALL ENTRIES SHALL BE WRITTEN IN INK OR TYPED TO VALIDATE BID. (NOTE:SHOW PRICE PER UNIT IN FIGURES ONLY.FIGURES WRITTEN TO THE RIGHT OF THE DOT(DECIMAL)IN THE PRICE PER UNIT COLUMN SHALL BE INTERPRETED AS CENTS) ITEM SPEC. TOTAL PRICE PER TOTAL AMOUNT NO. ITEM UNIT UNIT NO. QUANTITY (DOLLARS) DOLLARS SCHEDULE A 85 QUARRY SPALLS 8-15 TON 865 Zo•oo Jt300 86 CONC. SLOPE PROTECTION WITH 8-16 S.Y. 89 0 � EMBEDDED ROCK /1- 87 ILLUMINATION SYSTEM 8-20 L.S. 1 q100 ��s41 88 SERVICE CABINET 8-20 EACH 1 / v (, C��.r 6, roU 89 HEIGHT DETECTION WARNING SYSTEM 8-20 L.S. 1 Z ���-• 26°C)C9- • al 90 RELOCATING EXISTING LUMINAIRE 8-20 EACH 1 2 so 27 cc.) c6 Go 91 SACRIFICIAL BEAM 8-21 L.S. 1 C ?U CXX) . 92 HEIGHT DETECTION STRUCTURE 8-21 L.S. 1 4,0C•01.41- [ cco°.= 93 PERMANENT SIGNING 8-21 L.S. 1 4y 94 REMOVING SIGN STRUCTURE SHAFT 8-21 EST. 1 $ 10,000.00 $ 10.000.00 OBSTRUCTIONS 95 PAINT LINE 8-22 L.F. 458 /`- (� °6 96 PLASTIC CROSSWALK LINE 8-22 S.F. 154oc 97 PLASTIC STOP LINE 8-22 L.F. 116 C 4, 'C 98 ROCK FOR ROCK WALL 8-24 TON 6 c, 300`D Rainier Ave S(SR 1671 Improvements Project Schedule of Prices.Addendum No.3 Phase I:Shaliuck Ave S Stormtwater Bypass Page 7 of 8 July 7009 Page 9 Provided to Builders Exchange of WA, Inc. For usage Conditions Agreement see www.bxwa.com-Always Verify Scale SCHEDULE OF PRICES UNIT PRICES FOR ALL ITEMS,ALL EXTENSIONS AND TOTAL AMOUNT OF BID SHALL BE SHOWN. ALL ENTRIES SHALL BE WRITTEN IN INK OR TYPED TO VALIDATE BID. (NOTE:SHOW PRICE PER UNIT IN FIGURES ONLY.FIGURES WRITTEN TO THE RIGHT OF THE DOT(DECIMAL)IN THE PRICE PER UNIT COLUMN SHALL BE INTERPRETED AS CENTS) ITEM SPEC. TOTAL PRICE PER TOTAL AMOUNT NO. ITEM UNIT UNIT NO QUANTITY (DOLLARS) DOLLARS SCHEDULE A 99 BOLLARD TYPE 1 8-26 EACH 5 7So—o 3675^- go ea 100 FIELD OFFICE BUILDING 8-27 L.S. 1 cee4. 566)4 0o 00 101 RELOCATING HISTORICAL MARKER 8-28 EACH 1 Pnc;" zoo."'" 102 DUDIAM IRON STORM SEWER PIPE 18 7-04 L.F. 34 //p=° 3756 �0 OVERFLOW RISER WITH SHEAR GATE, 7-05 EACH 1 00,E 103 18 IN. DIAM. 7, �� , 104 GRAVEL BORROW INCL. HAUL 2-03 TON 360 /7-' ‘,/Z0,°-`1. 105 RAISED PAVEMENT MARKER TYPE 1 8-09 HUND 3 /961* 5 `j 106 RAISED PAVEMENT MARKER TYPE 2 8-09 HUND 1 3V0 -" 35/0. ."1. SCHEDULE A SUBTOTAL= $ ���' g52 Rainier Ave S tSR 1671 hnprovemenls Project Schedule oI Prices.,Addendum No.3 Phase 1:Shattuck Ave S Stonnwater Bypass Page 8 of 8 July 2009 Page 10 Provided to Builders Exchange of WA, Inc. For usage Conditions Agreement see www.bxwa.com-Always Verify Scale SCHEDULE OF PRICES UNIT PRICES FOR ALL ITEMS,ALL EXTENSIONS AND TOTAL AMOUNT OF BID SHALL BE SHOWN. ALL ENTRIES SHALL BE WRITTEN IN INK OR TYPED TO VALIDATE BID. (NOTE.SHOW PRICE PER UNIT IN FIGURES ONLY.FIGURES WRITTEN TO THE RIGHT OF THE DOT(DECIMAL)IN THE PRICE PER UNIT COLUMN SHALL BE INTERPRETED AS CENTS) ITEM SPEC. TOTAL PRICE PER TOTAL AMOUNT NO. ITEM NO. UNIT QUANTITY UNIT DOLLARS (DOLLARS) SCHEDULE B 1B CONDUIT PIPE 3 IN. DIAM. 8-20 L.F. 1,270 a SCHEDULE B SUBTOTAL c $ /7 ?&A, WASHINGTON STATE SALES TAX(W.S.S.T)(9.5%)_ $ / ‘id014. SCHEDULE B SUBTOTAL WITH W.S.S.T._ $ Rainier Ave S INN 1671 IluprovrInenn Project Schcdulc or e, Phatie I .ShaII u'I.Ave N Ate, Hype>n fee I of I Julv'-(IU9 Page 28 Provided to Builders Exchanoe of WA, Inc. For usage Conditions Agreement see www.bxwa.com -Always Verify Scale SCHEDULE OF PRICES UNIT PRICES FOR ALL ITEMS,ALL EXTENSIONS AND TOTAL AMOUNT OF BID SHALL BE SHOWN. ALL ENTRIES SHALL BE WRITTEN IN INK OR TYPED TO VALIDATE BID. (NOTE.SHOW PRICE PER UNIT IN FIGURES ONLY.FIGURES WRITTEN TO THE RIGHT OF THE DOT(DECIMAL)IN THE PRICE PER UNIT COLUMN SHALL BE INTERPRETED AS CENTS) PROJECT TOTAL SCHEDULE A SUBTOTAL= $ /54,1c-95-2. ,3s SCHEDULE B SUBTOTAL WITH W.S.S.T= $ /9 /9 . /e2 TOTAL PROJECT COST= $ J 5—y21 515— Rainier Ar e S I.SR 167)Improvement,Project Schedule of Price+ Pl:ape I Shattuck Are S Scorn ,uer EIr)rr.. f;ce t of I luk 2009 Page 29 Provided to Builders Exchange of WA, Inc. For usage Conditions Agreement see www.bxwa.com -Always Verify Scale • vim✓ Noe' ACKNOWLEDGEMENT OF RECEIPT OF ADDENDA ACKNOWLEDGEMENT OF RECEIPT OF ADDENDA: NO. / Date /SA NO. Z Date .7/1S/d NO. 3 Date 7//�O 9 Signed r /2---f-6/" Title nA Name of Company CAA S, 1�` Address c\ r City/State/Zip �� ��� ��� c�% 7 Telephone Q�' •S 7 Cl ( 1 LD City of Renton State Contractor's Business License# License# I I Cc I c Rainier Ake S SR 1571 Irnprovementt Project -Achnookiedge of Receipt of Addenda Pha.e I: .Shattuck Ave S StunnHater Bypat., July 2109 Page 30 Acknowledgement of Receipt of Addenda Provided to Builders Exchange of WA, Inc. For usage Conditions Agreement see www.bxwa.com -Always Verify Scale • `ose `.r+ BOND TO THE CITY OF RENTON KNOW ALL MEN BY THESE PRESENTS: • That we.the undersigned E.J. Rody & Sons Inc . Hartford Casualty Insurance at principal,and Company corporation organized and existing under the laws of the State of Indiana as a surety corporation, and qualified under the laws of the State of Washinizton to become surety upon bonds of contractors with municipal corporations, as sunt are jointly, severally held and firmly bound to the City of Renton in the penal sum of $_EiMe ZPgre�On_- a! o for the payment of which sum on demand we bind ourselves and our successors,heirs,administrators or person representatives,as the case may be. This obligation is entered into pursuant to the statutes of the State of Washington,the Ordinance of the City of Renton. Dated at Bellevue ,Washin ton.this 17th clay of July ;2009, , Nevertheless,the conditions of the above obligation are such that: WHEREAS,under and pursuant to Public Works Construction Contract CAG-09-125 providing for construction of the Rainier Ave S(SR 167)Improvements Project: Phase 1-Shattuck Ave S Storm water Bvs ass; The principul is required to furnish a bond for the faithful performance of the contract;and WHEREAS, the principal has accepted, or is about to accept, the contract,and undertake to perform the work therein provided for in the manner and within the time set forth; NOW,TI•IEREFORE,if the principal shall faithfully perform ail of the provisions of said contract in the manner and within the time therein set forth, or within such extensions of time as may be granted under said contract,and shall pay all laborers,mechanics.subcontractors and materialmen,and all persons who shall supply said principal or subcontractors with provisions and supplies for the carrying on of said work, and shall hold said City of Renton harmless from any loss or damage occasioned to any person or property by reason of any carelessness or negligence on the part of said principal,or any subcontractor in the performance of said work, and shall indemnify and hold the CIty of Renton harmless from any damage or expense by reason of failure of performance as specified in the contract or from defects appearing or developing in the material or workmanship provided or performed under the contract within a period of one year after its acceptance thereof by the City of Renton, then and in that event this obligation shall be void;but otherwise it shall be and remain in full force and effect. E.J. Rody & Sons, _Inc . - Hartford Casualty Insurance Company Principal Surety .4e 72 —,(ly / � Y I Signature Signature _ eDeanna M. Meyer, Attorney-in-Fact Title Title Rainier Ave S tSR 1071 Iii ruvetnenl>;Project Rood to tilt City of Renton PMxe I: Slmneek Ak.e5 SionnarmerBypivc !lily 2(K1'1 gage 42 Bond to the city of Renton 3rovided to Builders Exchange of WA,Inc.For usage Conditions Agreement see wwv/.bawa.com-Always Verify Scale . Direct Inquiries/Claims to: POWER OFATTORNEYI P.O.BOX 2103,690 ASYLUM AVENUE HARTFORD,CONNECTICUT 06115 call:888-266-3488 or fax:860-757-5835 KNOW ALL PERSONS BY THESE PRESENTS THAT: Agency Code: 52-815037 X Hartford Fire Insurance Company,a corporation duly organized under the laws of the State of Connecticut X Hartford Casualty Insurance Company,a corporation duly organized under the laws of the State of Indiana X Hartford Accident and Indemnity Company,a corporation duly organized under the laws of the State of Connecticut Hartford Underwriters Insurance Company,a corporation duly organized under the laws of the State of Connecticut Twin City Fire Insurance Company, a corporation duly organized under the laws of the State of Indiana Hartford Insurance Company of Illinois,a corporation duly organized under the laws of the State of Illinois Hartford Insurance Company of the Midwest,a corporation duly organized under the laws of the State of Indiana Hartford Insurance Company of the Southeast,a corporation duly organized under the laws of the State of Florida having their home office in Hartford, Connecticut, (hereinafter collectively referred to as the"Companies")do hereby make, constitute and appoint, up to the amount of unlimited: Barbara R. Johnson, Marie I. Matetich, David L. Eckroth, Karen A. Hunt of Anchorage AK; Carl Newman, Karen P. Dever, Deanna M. Meyer, Jill A. Boyle, Stuart A. O'Farrell, Susan B. Larson, Scott Fisher, Lillian Tse, Kara N. Harmala, Benjamin L. Wolfe of Bellevue, WA their true and lawful Attorney(s)-in-Fact, each in their separate capacity if more than one is named above, to sign its name as surety(ies)only as delineated above by ®, and to execute, seal and acknowledge any and all bonds, undertakings, contracts and other written instruments in the nature thereof,on behalf of the Companies in their business of guaranteeing the fidelity of persons,guaranteeing the performance of contracts and executing or guaranteeing bonds and undertakings required or permitted in any actions or proceedings allowed by law. In Witness Whereof,and as authorized by a Resolution of the Board of Directors of the Companies on January 22,2004 the Companies have caused these presents to be signed by its Assistant Vice President and its corporate seals to be hereto affixed, duly attested by its Assistant Secretary. Further, pursuant to Resolution of the Board of Directors of the Companies,the Companies hereby unambiguously affirm that they are and will be bound by any mechanically applied signatures applied to this Power of Attorney. ort (..--)s ( ttr ,__........... . egi a -moi no+. +l- .r•• 6 %)* ## 1867 I ,SAz. w'.e,a+«ntv+, • /• rho 1S 79 • �^t ID7 �_ i • i . •.�, iN - �jip`.•?•�1 • 'S'•n,�'tufot5� ���,i...'...•.• �y.1—•. l:e,,,e- .14--1",,.;::;=1,:.- t: -°94-" -_-/ ?------ Scott Sadowsky,Assistant Secretary M.Ross Fisher,Assistant Vice President STATE OF CONNECTICUT ss. Hartford COUNTY OF HARTFORD On this 3rd day of March,2008, before me personally came M. Ross Fisher,to me known,who being by me duly sworn,did depose and say: that he resides in the County of Hartford, State of Connecticut; that he is the Assistant Vice President of the Companies, the corporations described in and which executed the above instrument; that he knows the seals of the said corporations; that the seals affixed to the said instrument are such corporate seals; that they were so affixed by authority of the Boards of Directors of said corporations and that he signed his name thereto by like authority. laz)*JA .ce.a4 Scott E.Paseka Notary Public CERTIFICATE My Commission Expires October 31,2012 I,the undersigned,Assistant Vice President of the Companies, DO HEREBY CERTIFY that the above 4and foregoing is a true and correct copy of the Power of Attorney executed by said Companies,which is still in full force effective as of j Signed and sealed at the City of Hartford. J 1 F 2 r 1 e,44..,e% . 1' ., ......;;;:,!...f.!..,,..,„,, 0 ...teal.�,, o + , f ,ay.e.,,. a to*r _fir 3r foe+.t:-1 ,c`""" `aiej s•1-'lil (OHO!,' ; +'�.+rtntvt �yfa+1►' � ,\.;,;::::::::, ;� ta79 _ ''� -' i::i's '4•_ uTM.G`g s•.., f; '2,--4:;.5.5-- . 19" • �L °..-•.\.,._•.:_a___/....�-,. . fit2, f * '4s:�._� . 4',0":.•19,� • ~ •�in•H' •'•f(a • t Gary W.Stumper,Assistant Vice President • • �r wr' 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 acproariatec funds have.Neer oald or'Nib he paid, :):,e or on be.ha'f of toe uncersignec! to any person for ir&enc ng o-atteriptina to j•-fue•'.ce an officer or employee of any Federal agency, Merrber of Ct.-ingress. _ress. ar officer or employee C i ogress,or an employee of a ,'.enter of Congress ir connector' van the aw icing of any F ceracontract. the riakina of any Federal grant. the rias na of any Federal loan,the en:erina into of any coope.-ative aareerl ^:t,and the emension, ccntin;.atio^. rereti..al, ameaoment, or ri:'c:fication cf• ny Fede al contract, gran:,loan or cooperative agreement. i2 i :f any funds other than Federal apprci ria:ed-ands have beer: oaiC or will be paid to any person for inf,enc na at atteripti-g to influence an officer or of any Federal agency, t;ten;i-_ cf Congress,an officer ar .anal:'y?e of Concress,or an erip;oyee of a lvlemoer of Congress in connection :r,tai th's Federal contract. grant. loan, or cooperative acireemen:, :he uncle's fined shai ccrip.ete anc ...brin Standard Form-LLL. .D sclaaL:re Form to. Reoort Lcl:a,iii.°Ir.accordance V: is instructions. C. This ceniflcati n is na:er ial representation of the fact upon wnlch re ianoe'A:as p.acec when this traosactia7 was nude or enterer,ntc. Su'bmission cif:his cetifi xt;on is a iyeredi.isiteformaking forerrorna into:his:ransacticn imposed y Section 1;52, Title 31, J S. Code. Any person scho fails to file the 7e.qtrred ce-tificat on shall be _.I.iect to a sij penalty of not less than $'C.000 and no: more than s'_a0.0,1:,for each faiLre. The r- s.-s.aartici:sant also agrees s:; nittinc o.is or her bid or orrrccsa that he:t'£i'r s'al' .squ',re rat:he lar-lc uace of this cemf.cation Ice included in al lower:er subcontracts. v.hich a ceeJ 3103.3:.0 anc that ail such su:;reCioie"ts shall certify anc disclose acca-oincly, Rainier Aa e.S(SR I67ilinpro'entent,Project Certification of Federal-Aid Contracts Phase 1: Shan Lick Ace S Stumm ate: Bypass icR 2005 Page 32 Certification for Federal-Aid Contracts Provided to Builders Exchange of WA, Inc. For usage Conditions Agreement see www.bxwa.cam -Always Verify Scale • • `'411.- CERTIFICATION OF EQUAL EMPLOYMENT OPPORTUNITY REPORT Certification with regard to the Performance of Previous Contracts or Sub-contracts subject to the Equal Opportunity Clause and the filing of Required Reports. The bidder 1< , proposed subcontractor , hereby certifies that he has X , has not_, participated in a previous contract or subcontract subject to the equal opportunity clause, as required by Executive Orders 10925, 11 1 14 or 11246, and that he has x . has not , filed with the Joint Reporting Committee the Director of the Office of Federal Contract Compliance, a Federal Government contracting or administering agency, or the former President's Committee on Equal Employment Opportunity. all reports due under the applicable filing requirements. (Company) 47/7"--- By: \ \- c1 C-C-e- c `--L-rVt Date: (Title) c.. Note: The above certification is required by the Equal Employment Opportunity Regulations of the Secretary of Labor 141 CFR 60-1.7 (b) (1)], and must be submitted by bidders and proposed subcontractors only in connection with contracts and subcontracts which are subject to the equal opportunity clause. Contracts and subcontracts which are exempt from the equal opportunity clause are set forth in 41 CFR 60-1.5. (Generally only contracts or subcontracts of$10.000 or under are exempt.) Currently, Standard Form 100 (EEO-1) is the only report required by the Executive Orders or their implementing regulations. Proposed prime contractors and subcontractors who have participated in a previous contract or subcontract subject to the Executive Orders and have not filed the required reports should note that 41 CFR 60-1.7 (b) (1) (i) prevents the award of contracts and subcontractors unless such contractor submits a report covering the delinquent period or such other period specified by the Federal Highways Administration or by the Director, Office of Federal Contract Compliance, U.S. Department of Labor. {Lanier Ace S(SR 167)tmpro\ements Project Cenilicalion ul 6cua Emploc:fnicnt opportunil\ Report Phase : Shattuck Ave S S[orIl water Bypass July 21(16) Page 33 Certification of Equal Employment Opportunity Report Provided to Builders Exchange of WA, Inc. For usage Conditions Agreement see www.bxwa.com -Always Verify Scale • • ►Wit. r.. C Failure to return this Declaration as part of the bid proposal package will make the bid nonresponsive and ineligible for award. NON-COLLUSION DECLARATION 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: That me urroersignec persa^rs) firm; association car cctrpera:ion has ;huge:not, either drectlyor indirectly. entered into any agreen''en:, participated in a^ry toll s.i:rn.. o-otherwise tarsen any action in restraint of free competitive b'dd ng F connector V;'t the oroject for which this p-:pcis ai is Bubb^ttec 2. That by signing the signature page of this proposal,I am deemed to have signed and to have agreed to the provisions of this declaration: NOTICE TO ALL BIDDERS To retort activities call: 1-800-424-9071 The J Depa^rlent of 7r..3nsputation :aerates the t`it'le tor-_e hot.ine' Monday th-ougn Fn ay. air to Eii:OD p.n.. eastern We. ;one 4a Wedoe of acssi01°It'd ridging h'dder coll.,sior. .cr other fro,.dutent c:iV t es sha.ad use the 7..ctli�e to,ero-t such activities. The hot'ine _ cart of U T's continuing e'fcrt to :`J a Invesogate h ,; construction contract and a-d ah_: e [Inc -- ope-ated under t-e d.rectior of the L 33=:OT nspec:ar General All htforn at tteated ca de-4:31y andc le a cnrymty tespectec Rainier 9ce S(SR IBB71 Improvements Project Non-Collusion Declaration Phase I: Shattuck Avc S Si nnwater Bypass July 2000 Page 34 Non-Collusion Declaration Provided to Builders Exchange of WA, Inc. For usage Conditions Agreement see www.bxwa.com -Always Verify Scale NON-COLLUSION AND DEBARMENT AFFIDAVIT STATE OF WASHINGTON COUNTY OF 'PLC,(•NCS, I, the undersigned, an authorized representative of *** • js{ y ��;��� , being first duly sworn on oath do hereby certify that said person(s), firm, association or corporation has (have) not, either 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. I further certify that, except as noted below, the firm, associated or corporation or any person in a controlling, capacity associated therewith or any position involving the administration of federal funds; is not currently under suspension, debarment, voluntary exclusion, or determination of ineligibility by any federal agency; has not been suspended, debarred, voluntarily excluded or determined ineligible by any federal agency within the past 3 years; does not have a proposed debarment pending; and has not been indicted, convicted, or had a civil judgment rendered against said person, firm, association or corporation by a court of competent jurisdiction in any matter involving fraud or official misconduct within the past 3 years. I further acknowledge that by signing the signature page of the proposal, I am deemed to have signed and have agreed to the provisions of this affidavit. Rainier Ave S (SR 167)Improvements Project—Phase 1: Shattuck Ave S Stormwatcr Bypass Name of Project 00,4—k L Name of Bidder's Firm r S•enature of Authorized Representative of Bidder C' Date I certify that I know or have satisfactory evidence that IC Y cV ' is the person who appeared before me, and said person acknowledged that (he/she) signed this instrument and acknowledged it to be (his/her)free and voluntary act for the uses and purposes mentioned in the instrument. Dated Notary l;�tt�� d j• of Was ,}��,e hett f i • • 0-11/41C� vp Notary / My ap ainu en 4144 4°1 \c- NOTE: t PP _. Exceptions will not necessarily result in denial of award, bui ji or � `r, 1.bidder responsibility. For any exception noted, indicate above to whom ii applies.initiating agency,and c!Ilt �tT 4110 .e4formation may result in criminal prase;idiot'or administrative sanctions. "• NgaM ,\ A suspending or dehaning official may grant an exception permitting a d h s is �` f � ��j�PF9�yd�r excluded person to participate in a particular transaction upon a written determination by such official stating the reasonis)for deviating from the Presidential policy established by Executive order 12.549..."149 CFR Part 29 Section 29.215). If notarization of proposal takes place outside of Washington State.DELETE WASHINGTON,and enter appropriate State. Fill in county where notarization of proposal takes place` Fill in firm name. Rainier Ara..S iSR 167)Improvements Project Non-Collusion Declaration and Debarment Affidavit ( Phase I: Shattuck Ave S Stormwater Bypass duly 2009 Page 35 Non-Collusion and Debarment Affidavit Provided to Builders Exchange of WA, Inc. For usage Conditions Agreement see www.bxwa.com -Always Verify Scale CERTIFICATION RE: ASSIGNMENT OF ANTITRUST CLAIMS TO PURCHASER STATE OF WASHINGTON ) ) SS COUNTY OF KING ) Vendor and purchaser recognize that in actual economic practice overcharges resulting from antitrust violations arc in fact usually borne by the purchaser. Therefore, vendor hereby assigns to purchaser any and all claims for such overcharges as to goods and materials purchased in connection with this order or contract, except as to overcharges resulting from antitrust violations commencing after the date of the bid, quotation, or other event establishing the price under this order or contract. In addition, vendor warrants and represents that each of his suppliers and subcontractors shall assign any and all such claims to purchaser, subject to the aforementioned exception. Rainier Ave S (SR 167)Improvements Project-Phase 1: Shattuck Ave S Stormwater Bypass Name of Project t 3 e - s . , ,, ,,_,,-4 SC,17\_.,, t'i c_ Name of Bidder's Firm Signature of Authorized Representative of Bidder Jo,_ul \fl , ' --��}`�� Date I certify that I know or have satisfactory evidence that-�1L1'Ck rC,... A1C_h C,.k->t is the person who appeared before me, and said person acknowledged that (he/she) signed this instrument and acknowledged it to be (his/her) free and voluntary act for the uses and purposes mentioned in the instrument. Dated I n I J C� '`OV\\Luk.L,'''_,.\-J, 6,u/ Notary Public siiiiiiilliSntj c State of Washire siRnctC, T Notary4194#.1% s2 . y,j, 7 • My apOlgiletaTAR ii,ill ; r . PUBL► / Romier.\ e S ISR 1(i7)lnip)ovemeills Project Ascii nmcrtt of Anti1iu i Claims I'husc I: Shuttuck A\c S Sturmwater B\pas` lull 2009 Page 36 Certification RE:Assignment of Antitrust Claims to Purchaser Provided to Builders Exchange of WA. Inc. For usage Conditions Agreement see www.bxwa.com -Always Verify Scale • Isar N.✓ MINIMUM WAGE AFFIDAVIT FORM c_. STATE OF WASHINGTON ) SS COUNTY OF KING I, the undersigned, having been duly sworn, deposed, say and certify that in connection with the performance of the work of this project, I will pay each classification of laborer, workman, or mechanic employed in the performance of such work, not less than the prevailing rate of wage or not less than the minimum rate of wages as specified in the principal contract: that I have read the above and foregoing statement and certificate, know the contents thereof and the substance as set forth therein, is true to my knowledge and belief. Rainier Ave S (SR 167)Improvements Project—Phase 1: Shattuck Ave S Stormwater Bypass Name of Project Name of Bidder's Firm gnatule of Authorized Representative of Bidder Date I certify that I know or have satisfactory evidence that AC SE � 2_ _\_\ is the person ( who appeared before me, and said person acknowledged that (he/she) signed this instrument and "` acknowledged it to be (his/her) free and voluntary act for the uses and purposes mentioned in the instrument. Dated No ary Public in and for th-IState of Washington residing at Notary (print): � 1 l C_C� 711C\ My appointment expires: (� � C`- (_.J Rainier Ace S[SR 167)Improvement.Project Minimum Wage Affidavit Form Pha.c I: Shaimck Ave S Stormwater Bypass .Itchy:20P0 Page 37 Minimum Wage Affidavit Form Provided to Builders Exchange of WA, Inc. For usage Conditions Agreement see www.bxwa.com -Always Verify Scale . , *owl Disadvantaged Business Washington State 117411;1 Department al Transportation Enterprise Utilization Certification eliciiblefor award cc-:ras::he ::e-r_st f out and subr aa part of is b'c nang asa-_->yarra.aet neoo E-:erprisa ..-„erttoadon-e a:ing Disa:vanta..;e:Eua-eas Ente-:- ,DEE, requirere-:s.T-e„Lnntraot:ng 5-5" ridEr as e c-:2-3 rejeo:a-y :propos:- z:-os zoma-a:BE: ertlosion irhio-properly ', rate :h :t-e bidder will-neet GEE part:ipato-requirere-:a inc-e of t-e - -r r,"r"oirIej -1c pr0p0s-i.: ve bidder I ying 0.-t-e good fait-erort re:hod:o'reel t-e E. assigned:ont-s:t goal doc„-ientadon -addit,o-IC the :ert s,0-reed wit-t-e bid:-.B.X,331 or support kr s.:h The suo:essf, bidder 5 DEE Cert:isa-ion shall 0.s. :ac part of t-e res. :ing:ont-aot .nf,0-7at,:-on•:erried'irrs 5.3.,:ailable•ror- te ohone 'RoctQ\,\ ,:ertles t-3::he:Asa:vantage:Bur Ente-:-se DEE,7irrs stat beloc.have been:onts:.te:regarding a-do 0s:ion 0-t-5 -f t-s ::e-is a,oresa'ul 0-t-s s awarded:he 0ont-aot. shall ass--e t-a:sub -:rao:s or supply agreer-e-:s are e.xes,:ed t-:se irr-s where a- -::0 -0,vards Goat' s sic: i:4-E:es sari...se s:::ional sheet.) Project Role - Amount to Name of DBE Certificate Number F-Tine.Subrnntraclor. Description of Work be Applied Maliaztnar, fiegii;ar O&ai6ri Towards Goal *.Agrick&°375ValiriAAir .. 41$14;e445/NgeT • _ 41s--rratak %-EJSg:SIghig* C. D3-15-<)/ zei Ez_ /S../gclo --- / • Dant.7 2.4.:but eoo Enc- -se Goal: %, DEE S /EV, E6C—ls.-1•• r:31Jr r„s::e ap:r: E-J pc L`E ,Dr F.7.U.7( or as:- " :ee 17e senor z:;r:i: 2: ir Ace"c,t.11 -."12 Oic,..x". le r.1.21)E" ire 0 1:4",.-,; n= o• a•',.Ter Gerer:e r.Er 1r•E:::.3; >..r) 1,3;.7-1:Or7r. Irir trer ar;Luzisle:orco rCOt 1,5 rtE SEB: :El kainiel Ave S SR 167)Improvement:,Project Dikatkantaged Bukinckk Enterprise Utilization Certnlcation Phal.,e I: Shattuck Arc S Stornmalet Rvpa> July 2009 Page 38 Disadvantaged Business Enterprise Utilization Certification Provided to Builders Exchange of WA, Inc. For usage Conditions Agreement see www.bxwa.com -Always Verify Scale • fir w vw.r SUBCONTRACTOR LIST FORM c. RCW 39.30.060 requires that for all public works contracts exceeding$1.000,000 the bidder shall submit the names of all subcontractors whose subcontract amount exceeds ten percent (IVO of the contract price, and/or whose work involves either heating.air conditioning, ventilation, plumbing, or electrical. If the subcontractor's names are not submitted with the bid, or within 24 hours of the bid, the hid shall be considered nonresponsive and, therefore, void. Complete one of the following for contracts that exceed $1,000,000: A. There are no subcontractors proposed whose subcontract amount exceeds ten percent (10%) of the contract price. Name: Title: Signature: B. The following subcontractor(s) subcontract amount exceeds 10 percent (10%) of the contract price: (list subcontractor and bid item) Bid Item(s): 21 Subcontractor Name: /1-0/14/ !�✓I,�'��/, Address: 7:J/cid/LA- W4 Phone No.: 2.4..X-.57c. 3 j AJ State Contractor's License No. /60,(4,0622.4,--- Bid 60,J 98Z4,---Bid Item(s): 07 - / 2_ Subcontractor Name: /M {e) Address: f. Phone No.: Z53—,r'72,.2 State Contractor's License No. Bid Item(s): Subcontractor Name: Address: Phone No.: State Contractor's License No. Bid Item(s): Subcontractor Name: Address: Phone No.: State Contractor's License No. Rainier Aye S(SR 167 Improvement`Project Subcontractor Liu Form I'ha.e I: S:iattuck Ave S Stnnnuater Bypass July 20119 Page 39 Subcontractor List Form Provided to Builders Exchange of WA, Inc. For usage Conditions Agreement see www.bxwa.corn -Always Verify Scale • low Nome Bid Item(s): Subcontractor Name: Address: Phone No.: State Contractor's License No. Bid Item(s): Subcontractor Name: Address: Phone No.: State Contractor's License No. Bid Item(s): Subcontractor Name: Address: Phone No.: State Contractor's License No. /eq.- Signature of Authotzef d Representative resentative of Bidder c., Subscribed and sworn to he before me on this I day of pCc r'- tosaties,•••I', ,popbatk Rbli6' I for the State of Washington • • P � � s>(<C�,�C� ▪ • b Resid LIP ▪"„„ 9201,1P4 \ W Rainier Aye S(SR 167)hnprovenicnt,s PimJject Subcontractor List Horne Phase I: Shattuck Ave S Siormwater Bypass July 2009 Page 40 Provided to Builders Exchange of WA, Inc. For usage Conditions Agreement see www.bxwa.com -Always Verify Scale City of Renton Contract Documents for Rainier Ave S (SR 167) Improvements Project Phase 1: Shattuck Ave S Stormwater Bypass III. PROJECT PROPOSAL Project: Rainier Ave S (SR 167) Improvements Project Phase 1: Shattuck Ave S Stormwater Bypass Project No. CAG-09-125 Company: ROVVk CO CONST . 11.1( • Address: I JiQcx) q i Phone No: 4as-----5-7-mi .) Fax No: "377"//3� Bid Amount: $ (0(e a L-i V ' b 1 BIDDER'S CHECKLIST 1• PROJECT PROPOSAL COVER SHEET 2. X BIDDER'S CHECKLIST 3. ,` PROPOSAL FORM 4. K. SCHEDULE OF PRICES 5. x ACKNOWLEDGEMENT OF RECEIPT OF ADDENDA 6. /` BID BOND FORM 7. CERTIFICATION FOR FEDERAL-AID CONTRACTS 8. CERTIFICATION OF EQUAL EMPLOYMENT OPPORTUNITY REPORT 9. NON-COLLUSION DECLARATION l O. X NON-COLLUSION AND DEBARMENT AFFIDAVIT 1 1. ASSIGNMENT OF ANTITRUST CLAIMS 12. MINIMUM WAGE AFFIDAVIT FORM 13. x DISADVANTAGED BUSINESS ENTERPRISE UTILIZATION CERTIFICATION 14. ) SUBCONTRACTOR LIST FORM The above documents must be executed by the Contractor's President, Vice-President, and Secretary if corporation by-laws permit. All pages must be signed. In the event another person has been duly authorized to execute contracts, a copy of the corporation minutes establishing this authority must be attached to the bid document. Rainier Ave S(SR 167)Improvements Project Bidder's Checklist Phase 1: Shattuck Ave S Stormwater Bypass July 2009 CITY OF RENTON Rainier Ave S (SR 167)Improvements Project Phase 1: Shattuck Ave S Stormwater Bypass Federal Aid Number: ARRA-0167(044) PROPOSAL TO THE CITY OF RENTON RENTON, WASHINGTON Ladies and/or Gentlemen: The undersigned hereby certify that the bidder has examined the site of the proposed work and has read and thoroughly understands the plans, specifications, and contract governing the work embraced in this improvement, and the method by which payment will be made for said work, and hereby propose to undertake and complete the work embraced in this improvement, or as much thereof as can be completed with the money available, in accordance with the said plans, specifications and contract, and the following schedule of rates and prices. (Note: Unit prices for all items,all extensions, and total amount of bid shall be shown. Show unit prices in figures only.) 1HOVIA(0 ()&sr., � . Printed Name: 131'. S Signature: ?j\ Address: 13\QQ 4 kTW ST Nr✓ WA. 95 SFS Names of Members of Partnership: gePtild Or Name of President of Corporation 'Jt- V� tICYM . Name of Secretary of Corporation � 45 Corporation Organized under the laws ofLTP(,t-(-ri with main office in State of Washington at (1*()C) It NE-1 tpiv,e. STFVe s Rainier Ave S(SR 167)Improvements Project Proposal Phase I: Shattuck Ave S Stormwatcr Bypass July 2009 . err SCHEDULE OF PRICES UNIT PRICES FOR ALL ITEMS,ALL EXTENSIONS AND TOTAL AMOUNT OF BID SHALL BE SHOWN. ALL ENTRIES SHALL BE WRITTEN IN INK OR TYPED TO VALIDATE BID. (NOTE:SHOW PRICE PER UNT IN FIGURES ONLY.FIGURES WRITTEN TO THE RIGHT OF THE DOT(DECIMAL)IN THE PRICE PER UNIT COLUMN SHALL BE INTERPRETED AS CENTS) ITEM SPEC. TOTAL PRICE PER TOTAL AMOUNT NO. ITEM NO. UNIT QUANTITY UNIT (DOLLARS) DOLLARS SCHEDULE A 1 MINOR CHANGE 1-04 CALC 1 $ 5,000.00 $ 5,000.00 2 CONTRACTOR SUPPLIED SURVEYING 1-05 L.S. 1 131 00.00 (3)500 .00 3 SPCC PLAN 1-07 L.S. 1 'd15O'7.co a, 600.00 4 ARCHAEOLOGICAL AND HISTORICAL 1-07 EST. 1 $ 25,000.00 $ 25,000.00 SALVAGE PEDESTRIAN CONTROL AND 5 PROTECTION 1-07 L.S. 1 15,SoQ,cO ( 5,500. O0 6 HIGH VISIBILITY FENCE 1-08 L.F. 87 10.00 Sr10 . 00 7 MOBILIZATION 1-09 L.S. 1 I+ W00.0 ( I qz),000.00 8 PROJECT TEMPORARY TRAFFIC 1-10 L.S. OO CONTROL 1 �lDi��'�� bCOIO� ' 9 UTILITY POTHOLING 1-17 EST. 1 $ 25,000.00 $ 25,000.00 10 RESOLUTION OF UTILITY CONFLICTS 1-17 EST. 1 $ 50,000.00 $ 50,000.00 11 CLEARING AND GRUBBING 2-01 ACRE 0.03 10O,CCO,CC 3,000.00 12 ROADSIDE CLEANUP 2-01 EST. 1 $ 10,000.00 $ 10,000.00 REM13 OBSTORUCTIION VAL OF STRUCTURES AND 2-02 L.S. 1 ?0Igop,(o 301,300 .00 14 REMOVING CEMENT CONC. SIDEWALK 2-02 S.Y. 328 9 .00 0, 9,9(o• Do Rainier Ave S(SR 167)Improvements Project Schedule of Prices,Addendum No.3 Phase 1:Shattuck Ave S Stormwater Bypass Page 1 of 8 July 2009 Page 3 Schedule of Prices Provided to Builders Exchange of WA, Inc. For usage Conditions Agreement see www.bxwa.com-Always Verify Scale "...., SCHEDULE OF PRICES UNIT PRICES FOR ALL ITEMS,ALL EXTENSIONS AND TOTAL AMOUNT OF BID SHALL BE SHOWN. ALL ENTRIES SHALL BE WRITTEN IN INK OR TYPED TO VALIDATE BID. (NOTE:SHOW PRICE PER UNIT IN FIGURES ONLY.FIGURES WRITTEN TO THE RIGHT OF THE DOT(DECIMAL)IN THE PRICE PER UNIT COLUMN SHALL BE INTERPRETED AS CENTS) ITEM SPEC. TOTAL PRICE PER TOTAL AMOUNT NO. ITEM NO. UNIT QUANTITY UNIT (DOLLARS) DOLLARS SCHEDULE A 15 REMOVING ASPHALT CONC. 2-02 S.Y. 2,869 PAVEMENT S.QQ l 1 )345.00 16 REMOVING CEMENT CONC. CURB AND 2-02 L.F. 450 GUTTER 5.00 aI 2, 50.00 17 ABANDON AND FILL STORM DRAIN 2-02 L.F. f/I__ PIPE 480 35.of� IlX B0�•00 18 REMOVING CHAIN LINK FENCE 2-02 L.F. 60 1 0.Oo (,00. 0 0 19 SAWCUTTING 2-02 L.F. 2,830 LI .00 II ) 3 x0.00 20 ROADWAY EXCAVATION INCL. HAUL 2-03 C.Y. 1,024 16.00 15 3(e a•00 21 ABANDONMENT OF MONITORING 2-05 EACH 3 WELLS 100.00 4)500.00 22 STRUCTURE EXCAVATION CLASS A 2-09 C.Y. 113 coINCL. HAUL 3� •o 0 3i --, 23 SHORING OR EXTRA EXCAVATION CL. 2-09 L.S. 1 10,000.00 (0)000.0 O 24 STRUCTURE EXCAVATION CLASS B 2-09 C.Y. 4,977I EXM� 00 INCL. HAUL (7.00 gy� 25 CLO ASNB ORR EXTRA EXCAVATION 2-09 S.F. 19,246 j.00 I q:a 14(42.00 26 CONSTRUCTION GEOTEXTILE FOR 2-12 S.Y. 4,563OO SEPARATION 3.DO i 3� gq' 27 CRUSHED SURFACING TOP COURSE 4-04 TON 949 aq .00 a(,, 57x.00 28 PLANING BITUMINOUS PAVEMENT 5-04 S.Y. 1,560 5.00 7, 800.00 Rainier Ave S(SR 167)Improvements Project Schedule of Prices,Addendum No.3 Phase 1:Shattuck Ave S Stormwater Bypass Page 2 of 8 July 2009 Page 4 Provided to Builders Exchange of WA, Inc. For usage Conditions Agreement see www.bxwa.com-Always Verify Scale SCHEDULE OF PRICES UNIT PRICES FOR ALL ITEMS,ALL EXTENSIONS AND TOTAL AMOUNT OF BID SHALL BE SHOWN. ALL ENTRIES SHALL BE WRITTEN IN INK OR TYPED TO VALIDATE BID. (NOTE:SNOW PRICE PER UNIT IN FIGURES ONLY.FIGURES WRITTEN TO THE RIGHT OF THE DOT(DECIMAL)IN THE PRICE PER UNIT COLUMN SHALL BE INTERPRETED AS CENTS) ITEM SPEC. TOTAL PRICE PER TOTAL AMOUNT NO. ITEM UNIT UNIT NO. QUANTITY (DOLLARS) DOLLARS SCHEDULE A 29 HMA CL. 1/2 IN. PG 64-22 5-04 TON 2,182 g�jMAAMIAT 30 CEMENT CONC. PAVEMENT 5-05 C.Y. 18 3S,00 INCLUDING DOWELS g �� 1)��y '�� 31 CONC. CLASS 4000 FOR FOUNDATION 6-02 C.Y. 95 a-15.0 0 (36, I a5.00 32 ST. REINF. BAR FOR FOUNDATION 6-02 LB. 9,322 a .00 ( 2) (044 . 00 33 UNDERDRAIN PIPE 6 IN.DIAM. 7-01 L.F. 220 - 0.00 0) 600. 00 34 TESTING STORM SEWER PIPE 7-04 L.F. 1,686 3 00 5 )0 5 2.00 35 CORRUGATED POLYETHYLENE STORM 7-04 L.F. 432 !� SEWER PIPE 12 IN. DIAM. DO �w' 36 CORRUGATED POLYETHYLENE STORM 7-04 L.F. 39 X5.00 3, '3( 5.00 SEWER PIPE 18 IN. DIAM. 37 CORRUGATED POLYETHYLENE STORM 7-04 L.F. 1,139 a 30,00 3(011970.00 SEWER PIPE 48 IN. DIAM. 38 DUCTILE IRON STORM SEWER PIPE 12 7-04 L.F. 81 S5.0 0 ( , q 5.00 IN. DIAM. t 39 CONCRETE INLET 7-05 EACH 4 q 5o. 00 3,g00 . 00 40 CATCH BASIN TYPE 1 7-05 EACH 9 1,000 .00 C DOO . 00 41 CATCH BASIN TYPE 2 48 IN. DIAM. 7-05 EACH 3 aig00.00 b x1.100. 00 42 CATCH BASIN TYPE 2 72 IN. DIAM. 7-05 EACH 1 515 00.00 5,500•DO Rainier Ave S(SR 167)Improvements Project Schedule of Prices,Addendum No.3 Phase 1:Shattuck Ave S Stormwater Bypass Page 3 of 8 July 2009 Page 5 Provided to Builders Exchange of WA, Inc. For usage Conditions Agreement see www.bxwa.com-Always Verify Scale SCHEDULE OF PRICES UNIT PRICES FOR ALL ITEMS,ALL EXTENSIONS AND TOTAL AMOUNT OF BID SHALL BE SHOWN. ALL ENTRIES SHALL BE WRITTEN IN INK OR TYPED TO VALIDATE BID. (NOTE:SHOW PRICE PER UNIT IN FIGURES ONLY.FIGURES WRITTEN TO THE RIGHT OF THE DOT(DECIMAL)IN THE PRICE PER UNIT COLUMN SHALL BE INTERPRETED AS CENTS) ITEM SPEC. TOTAL PRICE PER TOTAL AMOUNT NO. ITEM UNIT UNIT NO. QUANTITY (DOLLARS) DOLLARS SCHEDULE A 1.2.00.0o 0 400. ''' 43 CATCH BASIN TYPE 2 84 IN. DIAM. 7-05 EACH 7 _ r% 14 4i. I J) Li 'ir �d Ill 7� Ar 44 CAS H BASIN TYPE 2 84 IN. DIAM.WITH I j 7-05 EACH 2 'l,ormack , j d r 45 ABANDON EXISTING MANHOLE 7-05 EACH 2 1)600.00 zj,pop. 0 0 46 CONNECTION TO DRAINAGE 7-05 EACH 6 STRUCTURE 500.00 3,Ooo•o 0 47 CONNECTION TO EXISTING MANHOLE 7-05 EACH 2 750.00 1)500 .00 48 CONNECT STRUCTURE TO EXISTING 7-05 EACH 9 5;00.00 7, a,00 .00 49 ADJUST MANHOLE 7-05 EACH 7 Lf 00.00 a 330•00 50 MANHOLE 48 IN. DIAM.TYPE SANITARY 7-05 EACH 3 3,(000.00 101%00.OD 51 SANITARY MANHOLE EXTRA SHALLOW 7-05 EACH 1 TYPE C 41Z00.ao y /2.00. 00 52 ADJUST CATCH BASIN 7-05 EACH 1 1 (!)0 0o Soo. O O 53 LOCKING SOLID METAL COVER AND 7-05 EACH 10 FRAME FOR CATCH BASIN rJOO 00 �� 0 54 ADJUST VALVE BOX 7-05 EACH 8 300. 00 at y 00 .0 C7 55 DEWATERING 7-06 L.S. 1 Ia11100.00 I al)(Q0.OO 56 BANKFILLN GRAVEL FOR TRENCH 7-09 C.Y. 1,500 37. 30 00 K 5590 Rainier Ave S(SR 167)Improvements Project Schedule of Prices,Addendum No.3 Phase 1:Shattuck Ave S Stormwater Bypass Page 4 of 8 July 2009 Page 6 Provided to Builders Exchange of WA, Inc. For usage Conditions Agreement see www.bxwa.com-Always Verify Scale SCHEDULE OF PRICES UNIT PRICES FOR ALL ITEMS,ALL EXTENSIONS AND TOTAL AMOUNT OF BID SHALL BE SHOWN. ALL ENTRIES SHALL BE WRITTEN IN INK OR TYPED TO VALIDATE BID. (NOTE:SHOW PRICE PER UNIT IN FIGURES ONLY.FIGURES WRITTEN TO THE RIGHT OF THE DOT(DECIMAL)IN THE PRICE PER UNIT COLUMN SHALL BE INTERPRETED AS CENTS) ITEM SPEC. TOTAL PRICE PER TOTAL AMOUNT NO. ITEM NO. UNIT QUANTITY UNIT (DOLLARS) DOLLARS SCHEDULE A 57 HYDRANT ASSEMBLY 7-14 EACH 1 1-100, 00 y,500.00 58 WATER SERVICE AND CONNECTION TO 7-15 EACH 12 EXISTING MAIN J50r7'00 (�tow. 59 TELEVISION INSPECTION 7-17 L.S. 1 5,000.00 5000. 00 60 TEMPORARY BYPASS PUMPING 7-17 L.S. 1 15,000.00 15,000. 0 0 61 PVC SANITARY SEWER PIPE 8 IN. DIAM. 7-17 L.F. 173 / .00 12,q 75.00 62 ESC LEAD 8-01 DAY 80 ( g .oo L y p0.00 63 PERMANENT EROSION CONTROL 8-01 S.Y. 267 ( a,00 BLANK 3oy.00 64 INLET PROTECTION 8-01 EACH 21 9 5.00 1 ,7 5. 00 65 EROSION/WATER POLLUTION 8-01 EST. 1 $ 25,000.00 $ 25,000.00 CONTROL 66 BARK OR WOOD CHIP MULCH 8-02 C.Y. 72FIVOIA01iib 0940-Ar' 67 TOPSOIL TYPE A 8-02 C.Y. 144 L-f t 0 p 5 ',Go 0 O 68 PSIPE-ROSA RUGOSA"FRU DAGMAR 8_02 EACH 502 HATSUP" f0,5 � all b0 69 PSIPE-MAHONIA NEROSA 8-02 EACH 590 17 , 00 10, 030 -0° 70 PSIPE-SESLARIA AUTUMNALIS 8-02 EACH 370 ( a , QQ Lis y y0 DO Rainier Ave S(SR 167)Improvements Project Schedule of Prices,Addendum No.3 Phase I:Shattuck Ave S Stormwater Bypass Page 5 of 8 July 2009 Page 7 Provided to Builders Exchange of WA, Inc. For usage Conditions Agreement see www.bxwa.com-Always Verify Scale SCHEDULE OF PRICES UNIT PRICES FOR ALL ITEMS,ALL EXTENSIONS AND TOTAL AMOUNT OF BID SHALL BE SHOWN. ALL ENTRIES SHALL BE WRITTEN IN INK OR TYPED TO VALIDATE BID. (NOTE:SHOW PRICE PER UMT IN FIGURES ONLY.FIGURES WRITTEN TO THE RIGHT OF THE DOT(DECIMAL)IN THE PRICE PER UNIT COLUMN SHALL BE INTERPRETED AS CENTS) ITEM SPEC. TOTAL PRICE PER TOTAL AMOUNT NO. ITEM NO. UNIT QUANTITY UNIT (DOLLARS) DOLLARS SCHEDULE A 71 CEMENT CONC.TRAFFIC CURB AND 8-04 L.F. 1,206 7. 10 awe, as.(v° GUTTER 72 CEMENT CONC. PEDESTRIAN CURB 8-04 L.F. 16 17. 10OC a'73 . /_ 0 73 TYPE A PRECAST TRAFFIC CURB 8-04 L.F. 54 a()•0 Q I)Q so. 00 74 CEMENT CONC. DRIVEWAY ENTRANCE 8-06 S.Y. 88 145,414 3)'"1"1 ."l a TYPE A 75 CEMENT CONC. DRIVEWAY ENTRANCE 8-06 S.Y. 42 TYPES 95.CH 1, 10g ,y9 76 CEMENT CONC. DRIVEWAY ENTRANCE 8_06 S.Y. 235 TYPE C 1.1 5,144 to, (ooq . 4d 77 CHAIN LINK FENCE TYPE 6 8-12 L.F. 31 al,oo 837. 00 78 END, GATE, CORNER,AND PULL POST 8-12 EACH 40 FOR CHAIN LINK FENCE 3� 00 O�'O�' 79 MONUMENT CASE AND COVER 8-13 EACH 3 600.00 I)G00- O 0 80 ADJUST MONUMENT CASE AND COVER 8-13 EACH 2 300.00 b 0©. 00 81 CEMENT CONC. SIDEWALK 8-14 S.Y. 466 3% .5 0 13i`a S3 I•DC7 82 3A CEMENT CONC. SIDEWALK RAMP TYPE 8-14 EACH 3 (0 ag,O O t)%sq,d Q 83 CEMENT CONC. SIDEWALK RAMP TYPE 8-14 EACH 4 Coaz �•oo a,5� -t�0 84 CEMENT EMENT CONC. SIDEWALK RAMP TYPE 8-14 EACH 3 c0 a,$ .00 ,) %$4.00 Rainier Ave S(SR 167)Improvements Project Schedule of Prices,Addendum No.3 Phase 1:Shattuck Ave S Stormwater Bypass Page 6 of 8 July 2009 Page 8 Provided to Builders Exchange of WA, Inc. For usage Conditions Agreement see www.bxwa.com-Always Verify Scale x•00( SCHEDULE OF PRICES UNIT PRICES FOR ALL ITEMS,ALL EXTENSIONS AND TOTAL AMOUNT OF BID SHALL BE SHOWN. ALL ENTRIES SHALL BE WRITTEN IN INK OR TYPED TO VALIDATE BID. (NOTE:SHOW PRICE PER UNIT IN FIGURES ONLY.FIGURES WRITTEN TO THE RIGHT OF THE DOT(DECIMAL)IN THE PRICE PER UNIT COLUMN SHALL BE INTERPRETED AS CENTS) ITEM SPEC. TOTAL PRICE PER TOTAL AMOUNT NO. ITEM NO. UNIT QUANTITY UNIT (DOLLARS) DOLLARS SCHEDULE A 85 QUARRY SPALLS 8-15 TON 865 35 00 30,a"15.00 86 CONC. SLOPE PROTECTION WITH 8.16 S.Y. 89 � EMBEDDED ROCK y©.00fl I Z y 5D.0� 87 ILLUMINATION SYSTEM 8-20 L.S. 1 a 130o.W a,300.00 88 SERVICE CABINET 8-20 EACH 1 11)400.00 I()400'00 89 HEIGHT DETECTION WARNING SYSTEM 8-20 L.S. 1 3 5j 900•00 3117°°•°° 90 RELOCATING EXISTING LUMINAIRE 8-20 EACH 1 LI (000.00 4)6 00 00 91 SACRIFICIAL BEAM 8-21 L.S. 1 S(1 I00.00 V 1 loo.0 0 92 HEIGHT DETECTION STRUCTURE 8-21 L.S. 1 1k3)(00000 1131UOO,DO 93 PERMANENT SIGNING 8-21 L.S. 1 (0(400.00 l I,11ot.00 94 REMOVING SIGN STRUCTURE SHAFT 8-21 EST. 1 $ 10,000.00 $ 10,000.00 OBSTRUCTIONS 95 PAINT LINE 8-22 L.F. 458 .00 q R0.00 96 PLASTIC CROSSWALK LINE 8-22 S.F. 154 (_ op clay .00 97 PLASTIC STOP LINE 8-22 L.F. 116 7. 00 g 12 .0 0 98 ROCK FOR ROCK WALL 8-24 TON 6 350.00 a, 100.00 Rainier Ave S(SR 167)Improvements Project Schedule of Prices,Addendum No.3 Phase 1:Shattuck Ave S Stormwater Bypass Page 7 of 8 July 2009 Page 9 Provided to Builders Exchange of WA, Inc. For usage Conditions Agreement see www.bxwa.com-Always Verify Scale Niue.• SCHEDULE OF PRICES UNIT PRICES FOR ALL ITEMS,ALL EXTENSIONS AND TOTAL AMOUNT OF BID SHALL BE SHOWN. ALL ENTRIES SHALL BE WRITTEN IN INK OR TYPED TO VALIDATE BID. (NOTE:SHOW PRICE PER UNIT IN FIGURES ONLY.FIGURES WRITTEN TO THE RIGHT OF THE DOT(DECIMAL)IN THE PRICE PER UNIT COLUMN SHALL BE INTERPRETED AS CENTS) ITEM SPEC. TOTAL PRICE PER TOTAL AMOUNT NO. ITEM NO. UNIT QUANTITY UNIT (DOLLARS) DOLLARS SCHEDULE A 99 BOLLARD TYPE 1 8-26 EACH 5 850.00 1.1(15O. OCA 100 FIELD OFFICE BUILDING 8-27 L.S. 1 101000.00 01000.(7 0 101 RELOCATING HISTORICAL MARKER 8-28 EACH 1 10)000.00 10)000.00 102 DUCTILE IRON STORM SEWER PIPE 18 7-04 L.F. 34 CO1 .00 3 tAC • DO IN. DIAM. 103 OVERFLOW RISER WITH SHEAR GATE, 7-05 EACH 1 aS .OO Q1500. 00 18 IN. DIAM. 104 GRAVEL BORROW INCL. HAUL 2-03 TON 360 a t. 00 /15 (00.o0 105 RAISED PAVEMENT MARKER TYPE 1 8-09 HUND 3 a0•p 0 10100, 0 0 106 RAISED PAVEMENT MARKER TYPE 2 8-09 HUND 1 390. 00 390.00 SCHEDULE A SUBTOTAL= $1 t )asa.ao Rainier Ave S(SR 167)Improvements Project Schedule of Prices,Addendum No.3 Phase 1:Shattuck Ave S Stormwater Bypass Page 8 of 8 July 2009 Page 10 Provided to Builders Exchange of WA, Inc. For usage Conditions Agreement see www.bxwa.com-Always Verify Scale • SCHEDULE OF PRICES UNIT PRICES FOR ALL ITEMS,ALL EXTENSIONS AND TOTAL AMOUNT OF BID SHALL BE SHOWN. ALL ENTRIES SHALL BE WRITTEN IN INK OR TYPED TO VALIDATE BID. (NOTE:SHOW PRICE PER UNIT IN FIGURES ONLY.FIGURES WRITTEN TO THE RIGHT OF THE DOT(DECIMAL)IN THE PRICE PER UNIT COLUMN SHALL BE INTERPRETED AS CENTS) ITEM SPEC. TOTAL PRICE PER TOTAL AMOUNT NO. ITEM NO. UNIT QUANTITY UNIT (DOLLARS) DOLLARS SCHEDULE B 18 CONDUIT PIPE 3 IN. DIAM. 8-20 L.F. 1,270 IS 5 ��.5v 1)."-- SCHEDULE B SUBTOTAL_ $ � 3107, 5 0 WASHINGTON STATE SALES TAX(W.S.S.T) (9.5%) = $ 1 j O 3q ,q SCHEDULE B SUBTOTAL WITH W.S.S.T.= $a� ao 7• '1 Rainier Ave S(SR (671 hnprovernents Project Schedule of Prices Phase I:Shattuck Ave S Slumiwater Bypass Pave I of I July 2009 • SCHEDULE OF PRICES UNIT PRICES FOR ALL ITEMS,ALL EXTENSIONS AND TOTAL AMOUNT OF BID SHALL BE SHOWN. ALL ENTRIES SHALL BE WRITTEN IN INK OR TYPED TO VALIDATE BID. (NOTE:SHOW PRICE PER UNIT IN FIGURES ONLY.FIGURES WRITTEN TO THE RIGHT OF THE DOT(DECIMAL)IN THE PRICE PER UNIT COLUMN SHALL BE INTERPRETED AS CENTS) PROJECT TOTAL SCHEDULE A SUBTOTAL= $I iq q I ��a } m SCHEDULE B SUBTOTAL WITH W.S.S.T= $A (/ O7` I TOTAL PROJECT COST= $a fy_, n r r VIK • Rainier Ave S(SR 167)Improvements Project Schedule of Prices Phase I:Shattuck Ave S Stormwater Bypass Page I of I July 2009 - h ACKNOWLEDGEMENT OF RECEIPT OF ADDENDA ACKNOWLEDGEMENT OF RECEIPT OF ADDENDA: NO. ' Date '//(p'CI NO. Z Date 111(p M NO. 3 Date 7 t Q Signed � r �� Title .brei-vrb 1-ttJW1f�3 / /1y.1• OR SB ����L�,-401093' 41.# '`), Name of Company I 1-0114t CO Co,' 7,, �t1(. • SB i Address I?j(pJ() V7%)1 Sr /�1F /4 City/State/Zip I Aice S j EV&/lis, 1,d4 962-2 Telephone 41Z77-5/,3i(, City of Renton State Contractor's Business License# Glit[A213 License# T}61/4C II2112 Z_ Rainier Ave S(SR 167)Improvements Project Acknowledge of Receipt of Addenda Phase 1: Shattuck Ave S Stormwater Bypass July 2009 slaw ',woe BM BOND FORM Herewith find deposit in the form of a certified check,cashier's check,cash, or bid bond in the amount of $ 570 OF Tow ;.2)which amount is not less than five percent(5%)of the total bid. ] ( ci o rM . Signature r�,,/� � r� �'V Know All Men by These Presents: That we,Thomco Construction, Inc . , as Principal, and Fidelity and Deposit Company of Maryland as Surety,are held and firmly bound unto the City of Renton, as Obligee,in the penal sum ofFive Percent (5%) of Bid Amourrktollars, for the payment of which the Principal and the Surety bind themselves, their heirs,executors, administrators, successors and assigns,jointly and severally, by these presents. The condition of this obligation is such that if the Obligee shall make any award to the Principal for Rainier Ave S (SR167) * according to the terms of the proposal or bid made by the Principal therefor,and the Principal shall duly make and enter into a contract with the Obligee in accordance with the terms of said proposal or bid and award and shall give bond for the faithful performance thereof,with Surety or Sureties approved by the Obligee;or if the Principal shall,in case of failure to do so,pay and forfeit to the Obligee the penal amount of the deposit specified in the call for bids,then this obligation shall be null and void;otherwise it shall be and remain in full force and effect and the Surety shall forthwith pay and forfeit to the Obligee,as penalty and liquidated damages,the amount of this bond. * Improvements Project Phase 1: Shattuck Ave S Stormwater Bypass Federal Aid Number: ARRA-0167 (044) Project No. CAG-09-125 Signed,sealed and dated this 17th day of July ,2009 \ Thomc strficti n, Inc. of . INC• OA►.TE n " Principal t T �QQ Fidelity an epi�t Company of Maryland �7L SuretyDeanna M. Meyer, At torn-Orin-Fac of t t _ Received return of.- ' ='�m of$ Rainier Ave S(SR 167)lmpmvements Project Bid Bond Form Phase 1: Shattuck Ave S Stnmtwatcr Bypass Duly 2009 *Iry *awe Power of Attorney FIDELITY AND DEPOSIT COMPANY OF MARYLAND KNOW ALL MEN BY THESE PRESENTS:That the FIDELITY AND DEPOSIT COMPANY OF MARYLAND,a corporation of the State of Maryland,by DAVID S.HEWETT,Vice President,and GREGORY E.MURRAY,Assistant Secretary,in pursuance of authority granted by Article VI,Section 2,of the By-Laws of said .• .t. y,which are set forth on the reverse side hereof and are hereby certified to be in full force and effect on the d.i r! lr ereby nominate, constitute and appoint Deanna M.MEYER,Lillian TSE,Carl NEW 44 i�'+%� , . P.DEVER,Stuart A. O'FARRELL,Susan B.LARSON,Scott FISHER,Kara 4.___-.., '�'' ��st+'u • ' ; It E,all of Bellevue, Washington, EACH its true and lawful agent and ;:,air'i'V? , o - 'a� .� deliver,for,and on its behalf as surety,and as its act and deed: any :y• . b r . nde j• • 4• 4.1 ' "►xecution of such bonds or undertakings in pursuance of these presents,sh. Q !�., pon ' r j"1 �1 ., ly and amply,to all intents and purposes,as if they had been duly exec 1 . �., : . .ge. . .'',?:1 �� ected officers of the Company at its office in Baltimore,Md.,in their own proper pe r1 is ..ey. a to ,sT •yokes that issued on behalf of Deanna M.MEYER,Carl NEWMAN,Jill A.BOYLE,Karen P 1 m �`�. •'FARRELL, Susan B.LARSON,Scott FISHER,Lillian TSE,dated March 25, 2009. r V The said Assistant Secretary does hereby certify that the extract set forth on the reverse side hereof is a true copy of Article VI, Section 2,of the By-Laws of said Company,and is now in force. IN WITNESS WHEREOF, the said Vice-President and Assistant Secretary have hereunto subscribed their names and affixed the Corporate Seal of the said FIDELITY AND DEPOSIT COMPANY OF MARYLAND,this 8th day of June,A.D. 2009. ATTEST: FIDELITY AND DEPOSIT COMPANY OF MARYLAND X1,0 DEPos,, O ; J �• W ISI! i —. /` 141,1.--. P4".+na -13, t By: Gregory E. Murray Assistant Secretary David S.Hewett Vice President State of Maryland 1 ss: City of Baltimore f On this 8th day of June,A.D. 2009,before the subscriber,a Notary Public of the State of Maryland,duly commissioned' and qualified, came DAVID S. HEWETT, Vice President, and GREGORY E. MURRAY, Assistant Secretary of the FIDELITY AND DEPOSIT COMPANY OF MARYLAND, to me personally known to be the individuals and officers described in and who executed the preceding instrument, and they each acknowledged the execution of the same, and being by me duly sworn,severally and each for himself deposeth and saith,that they are the said officers of the Company aforesaid, and that the seal affixed to the preceding instrument is the Corporate Seal of said Company, and that the said Corporate Seal and their signatures as such officers were duly affixed and subscribed to the said instrument by the authority and direction of the said Corporation. IN TESTIMONY WHEREOF, I have hereunto set my hand and affixed my Official Seal the day and year first above written. %4 iii f$ a�a` Maria D.Adamski Notary Public My Commission Expires: July 8,2011 POA-F 180-0452 New 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: (") No Federal appropriated funds have been paid or will be paid, by or on behalf of he undersigned, to any person for influencing or atteriptina to influence an officer or employee of any Federal agency, a Member of Congress. 3,n officer or employee of Congress,or an empbyee of a Member of Congress in conn c cn'k4'n the =yra::cing of any Fecerat contract, the making of any Federal urant the riakng of any Federal loan,the entering into of any cooperabve agreerient,and the extension, continuation,renewal, amendment, or modification of any Federal contract, gran:, loan or cooperative.agreement. (2) :f any funds other than Federal appropriated funds have been paid or will he paid to any person for influencing or attempting to influence an officer or employeeof any Federal agency, a Member cif Congress, an officer or employee of Congress.,or an employee of a Mem Ser of Congress.in connection dr_f this Federa contract grant. loan, or cooperative agreement, :he u ndens gned shat compete and submit Standard Form-LLL, 'ascl taure Form to Resort Lobo in ..in accordance Asan t:s. instructions. io Ct.,i iS. This certification is rna:erial representation of the fact upon which reiianc.e was paces when this transaction was made or enterer into. Submission of this ceiifica,`on is a rurereg islre for making or en:enna into this transaction imposed by Section i2,52, Title 31, U.S. Code. Any person who fails to fileth ..�,ure, .. rd ce tifc„t cn shall be subject to a civil penalty of not less Than $1C.0O3 and not more than $,,00,000 for each failure. The prospective participant also agrees tte..s .bmittinc^is cr her bid or prceosal that he or the star rectwre mat the lancuace of this certification be included in al lower ter subcontracts. which exceed 5103.000 and that ail such subrecipients shall certify arc disclose accordinol;. Rainier Ave S(SR 167)Improvements Project Certification of Federal-Aid Contracts Phase I: Shattuck Ave S Stormwater Bypass July 2009 l CERTIFICATION OF EQUAL EMPLOYMENT OPPORTUNITY REPORT Certification with regard to the Performance of Previous Contracts or Sub-contracts subject to the Equal Opportunity Clause and the filing of Required Reports. The bidder X, proposed subcontractor , hereby certifies that he has x , has not_, participated in a previous contract or subcontract subject to the equal opportunity clause, as required by Executive Orders 10925, 1 11 14 or 11246, and that he has X , has not _, filed with the Joint Reporting Committee the Director of the Office of Federal Contract Compliance, a Federal Government contracting or administering agency, or the former President's Committee on Equal Employment Opportunity, all reports due under the applicable filing requirements. "s�v�", NST. c? , , 1146 w, co CoNssr, I. c. SOSsa , (Company) i it ,N).-...- r.---------—0....---7 c"..." By: 1'61V Ithv 7/17 JOI P Date: (Title) Note: The above certification is required by the Equal Employment Opportunity Regulations of the Secretary of Labor [41 CFR 60-1.7 (b) (l)], and must be submitted by bidders and proposed subcontractors only in connection with contracts and subcontracts which are subject to the equal opportunity clause. Contracts and subcontracts which are exempt from the equal opportunity clause are set forth in 41 CFR 60-1.5. (Generally only contracts or subcontracts of$10.000 or under are exempt.) Currently, Standard Form 100 (EEO-l) is the only report required by the Executive Orders or their implementing regulations. Proposed prime contractors and subcontractors who have participated in a previous contract or subcontract subject to the Executive Orders and have not filed the required reports should note that 41 CFR 60-1.7 (b) (1) (i) prevents the award of contracts and subcontractors unless such contractor submits a report covering the delinquent period or such other period specified by the Federal Highways Administration or by the Director. Office of Federal Contract Compliance, U.S. Department of Labor. Rainier Ave S(SR 1 67)Improvements Project Certification of Equal Employement Opportunity Report Phase I: Shattuck Ave S Stormwater Bypass July.2009 Failure to return this Declaration as part of the bid proposal package will make the bid nonresponsive and ineligible for award. NON-COLLUSION DECLARATION 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: . That me undersigned,oerson(s), firm, association or corporation has (have;not,either directly or indirectly, entered into any agreement, participated in any colkisibn<, or otherwise tarn any action in restraint of free competitive Dodding in connectcn Mtn the project fcr which this proposal is submtted. 2. That by signing the signature page of this proposal,I am deemed to have signed and to have agreed to the provisions of this declaration. NOTICE TO ALL BIDDERS To report rigging acti:•ities call: 1-800-424-9071 The U.S. Depa:Tient of Transportation (L OTl c.erates ine a t�',e tor-free "1ot<ine Monday th-oun Friday, :.00 am. to _03 p.n., eastern tine one k4 h k ovied_e of possible IJ d rigging, badder collusion. or other fra;due t 3:i14'4 s shoi.ad use the'hotline'to report such activities. The'hofine' s Part of l S_ )T's continuing effort to icer; and investigate hiat-A a.r construction contract fraud and abuse ands operated tinder the d;rectior of the I SCOT inspector General. All 1 o^rarcn wir be treated co. fad netalky and caler onJ i ty iv ll be respected. _cT= Rainier Ave S(SR 167)Improvements Project Non-Collusion Declaration Phase 1: Shattuck Ave S Stormwater Bypass July 2009 �.✓` NON-COLLUSION AND DEBARMENT AFFIDAVIT * STATE OF WASHINGTON ) COUNTY OF ) �:� S�H;�zs� I, the undersigned, an authorized representative of ''** T UN(U CANST.t =„C. , being first duly sworn on oath do hereby certify that said person(s), firm, association or corporation has (have) not, either 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. I further certify that, except as noted below, the firm, associated or corporation or any person in a controlling capacity associated therewith or any position involving the administration of federal funds; is not currently under suspension, debarment, voluntary exclusion, or determination of ineligibility by any federal agency; has not been suspended, debarred, voluntarily excluded or determined ineligible by any federal agency within the past 3 years; does not have a proposed debarment pending; and has not been indicted, convicted, or had a civil judgment rendered against said person, firm, association or corporation by a court of competent jurisdiction in any matter involving fraud or official misconduct within the past 3 years. I further acknowledge that by signing the signature page of the proposal, I am deemed to have signed and have agreed to the provisions of this affidavit. Rainier Ave S (SR 167)Improvements Project—Phase 1: Shattuck Ave S Stormwater Bypass Name of Project _. _LI • CO MST. c, .. N 0ii T Ct�'4li e. Name of Bidder's Firm i 0 I 010 ' i><---72--------- Signature of Authorized Representative of Bidder tf �J= t l t �' vr� T)AOMAS Pte. 711769 t . ALi- '_ Dateat I certify that I know or have satisfactory evidence that J - FVC -1—‘40AAAS is the person who a eared before me, and said person acknowledged that,Oshe) signed this instrument and acknowledged it to be (hi /her) free and voluntary act for the uses and purposes mentioned in the instrument. Dated 71 I 7 foci ... „, %/� /�_ "di (/t gtA. P�P tONc. 1 Notary Public in and for the State 9 1), of Washington residing at LA - 375-14:314 v� NOTARY N co r t i --->°E-- � Notary(print): SH•AAy. 4 /20 't' s i NOTE: ll1 A PUBLIC �1 My appointment expires: /�o/Q9 Exceptions will not ;1.`1,�y� , � , al of award, but will he considered in determining bidder responsibility. For any exception noted, indicate above to a ,!"�,, ItTi;,- Mating agency, and dates of action. Providing false information may result in criminal prosecution or administrative sanctions. r A suspending or debarring official may grant an exception permitting a debarred,suspended.or excluded person to participate in a particular transaction upon a written determination by such official stating the reason(s)for deviating from the Presidential policy established by Executive order 12549..."(49 CFR Part 29 Section 29.215). If notarization of proposal takes place outside of Washington State.DELETE WASHINGTON,and enter appropriate State. 'S Fill in county where notarization of proposal takes place. *** Fill in firm name. Rainier Ave S (SR 167)Improvements Project Non-Collusion Declaration and Debarment Affidavit Phase I: Shattuck Ave S Stormwater Bypass July 2009 CERTIFICATION RE: ASSIGNMENT OF ANTITRUST CLAIMS TO PURCHASER STATE OF WASHINGTON ) COUNTY OF KING ntcsi - ) SS V ) Vendor and purchaser recognize that in actual economic practice overcharges resulting from antitrust violations are in fact usually borne by the purchaser- Therefore, vendor hereby assigns to purchaser any and all claims for such overcharges as to goods and materials purchased in connection with this order or contract, except as to overcharges resulting from antitrust violations commencing after the date of the bid, quotation, or other event establishing the price under this order or contract. In addition, vendor wan-ants and represents that each of his suppliers and subcontractors shall assign any and all such claims to purchaser, subject to the aforementioned exception. Rainier Ave S (SR 167)Improvements Project-Phase 1: Shattuck Ave S Stormwater Bypass Name of Project w , ONST"‘ kACNNA Co r % � / Name of Bidder's Firm /LI �i , : Signature of Authorized Representative of Bidder '—,, ‘y I PYIES. 7 7 Date I certify that I know or have satisfactory evidence that 1 V. hich i-,S is e person who appeared before me, and said person acknowledged thatshe) signed this instrument and d acknowledged it to be hi her) free and voluntary act for the uses and purposes mentioned in the instrument. Dated 7//7/6/ ix04:14 ?LA, �� Notary Public in and for the State ,.sZ.PSP. /1 of Washington residing at CA-Va-S7EV€.M 0 CS) NOTARY��I)/ Notary(print): Smcku+ 4 NOTARY `� rJ'7% My appointment expires: 8 l.�/Qg ''i n PUBLIC t.& 8-30-09 ,\p?: t k',OF unk00�" Rainier Ave S(SR 167)Improvements Project Phase 1: Shattuck Me S Stormwater Bypass Assignment of Antitrust Claims July 2009 . ° . MINIMUM WAGE AFFIDAVIT FORM STATE OF WASHINGTON ) t� C `Civ Ktbhf ) S S COUNTY OF INC Di" ) I, the undersigned, having been duly sworn, deposed, say and certify that in connection with the performance of the work of this project, I will pay each classification of laborer, workman, or mechanic employed in the performance of such work, not less than the prevailing rate of wage or not less than the minimum rate of wages as specified in the principal contract; that I have read the above and foregoing statement and certificate, know the contents thereof and the substance as set forth therein, is true to my knowledge and belief. Rainier Ave S(SR 167)Improvements Project—Phase 1: Shattuck Ave S Stormwater Bypass Name of Project I COt'_T .. _ ....., Name of Bidder's Firm Ot 444, , +1 AA ,, ;.w CP 'Ir Signature of Authorized Representative of Bidder � i vr.b -1"‘4 , p.. 1( 17 I01 Date I certify that I know or have satisfactory evidence that \ I, l-1�6VV+ person -.3 who appeared before me, and said person acknowledged that eyshe) signed this instrument and acknowledged it to be 'her) free and voluntary act for the uses and purposes mentioned in the instrument. Dated i 11716 ?La._ 614' _ – Notary Public in and for the State �P A. Pio Ili of Washington residing at (A4 (S7 eN4. Q` �Assto/VF�C�• 1 p� q9 A Notary (print): S 4- �OI.-LV is �� � NOTARY � i I —�oF-- `�IN� My appointment expires: 1�3130/O� N PUBLIC ',9� &30-09 .�o=� t �'- 1% Op WAS......„,,------ Rainier �- Rainier Ave S(SR 167)Improvements Project Minimum Wage Affidavit Form Phase 1: Shattuck Ave S Stormwater Bypass July 2009 Ma' Disadvantaged Business �. Washington State ; Department of Transportation Enterprise Utilization Certification -.t_eligible for award of:his c:-:re_,;he ..:-n-_st f. out and subr:,as part of ns bid proaosa a°,;•owing Ds,:aan:a ge' _.sine_s E-:erpris_Utilization Oerticatim r=a:ingto Di _.M3nta:e_Bus _ss Ente se;,DBE:1 requiter_:s.T^=e:..ntracting sa: ;ider:s Y ws A s. E_ _- :f -aeons�e�, a:r_je;: a-a�:prcpc - t^-•-__ . _,_ten..;�a_E_Oert=lcs:ion r�hic^properly ^tons:rates that re bidder will meet t G=part-ipat c-requirer:-•s in c _of be res t:-oa+ided for re prep;se:cz-.:ra if be bidder s 7i,ying c^t-_good faitr effort method:o meet t'e CrE assigned zonra,:t goal doe:-nenta-ion r addit at to the :ert-ic,:e must Oe -cited writ"be bid.*•c :sales support f•,:-s.:;:h_f.•-s.The sue:e<_sf;bidders DBEertlicadon shall to _--led a pert :t of t,res inngg ocinbaot.infernat:r on:erta ',kr eda- r'J 5 Mailable=toI'VEE,to ephcne ° `:-"! �3. TWV Cb CONST'. .(.r _ert'les bat:he_Iso..Y3nta___Bus^_ss Enre: -se v_:-e:1 S 32t- 7.--,BcI Cirrs ste;;below have been:onts:te:regarding os.:Ic,._:ion on.t s_ -_e:t f t-t,._ is s:.:c sseul c t^ pro-sot end s awarded the cone a:t. shall,i7.-35, ,E t-.a:subco:traots or supply agreere-:s are_,:ev.:ed wit t-._.=e tirms where Arc..^::e r_ .00 Towards Gear ,,:at . (if 7e:.e nary. se a: conal sheet.) Project Role - Amount to Name of DBE IPrame.Subrnntraetor. Description of Work be Applied Certificate Number Ma lu:s:turar, RegtrtarDeaer) Towards Goal 1‘ .S. are...e\C 0 bII^ s i 0 FSooq «7 _ k 77. Dis_:Ment : :EIS 7EZE Entc se_.. nt-_:t... Goal: 8 70 DBE Tota S •.,. a_u3 __. _ :.-_.rsr ,.._ maprne-i vo--.:Pi_:r rr oyInc :'r,:,--f--t:et:p:vrur:a „a.,. eta._-e.: : . a;sp ra.:.r :r,_r.. c:r.,av "Lee Ire senor: ar:1_-=- sr ;; .. To.are T__.lry t _e it :r:-a:1 . Er;. •' Tie''A :..-r:.c.e cr All...it._:tar,are.., lu r.eT°.'IE A711_1_ 07 rC.Ire P7ic as TaI:'E..Gat."1:9__ ei:o'n a ti-i•I.u!:_ _._E --:d.-tGr._....3i. .74E s.n o ice Ic-it.9.3i.'1CJ,.-•-< s._5_,.trer.,_.LT o'?'r_3r Lilaisle:stall r_:3':'?....1_...:9 t, t_ .:14. _c Rainier Ave S(SR 167)Improvements Project Disadvantaged Business Enterprise Utilization Cenification Phase 1: Shattuck Ave S Stonnv.•ater Bypass July 2009 t (� U,� Bid Item(s): `1'1 l'IJi I a ( ? ' (Alec he 1 t cet-I Subcontractor Name: I ,l,Vkn.b 1 n(� �" ^� ��y�r Address: 31° NG 'Ili-111A i Y� PL S(A (J5- alej_lUt� Phone No.: State Contractor's License No. W A-- _1 gigo7a .DT Bid Item(s): teCI _ \C-& f SG(.ra,41G0 Subcontractor Name: 10/ o� — 50 , aQg4-t-1 t - ' / Vl/ .TT / E 0 75 Address: Phone No.: 9).5---3q(_.'L(s SVat�Contractor's License No. Bid Item(s): ff (( Subcontractor Name: Address: Phone No.: State Contractor's License No. Ilea CowsT. _ : • 4.4. *, et. , Signature of Authorized Representative of Bidder % SEAL+�L / bA v� il�tewvt5, PSS s f Subscribed and sworn to be before me on this 17n+ day of 6.,.t..: , 2009. ,"Q.P. R04`'tt sstoN Arc/ �� Notary Public in and for the State of Washington (NOVO�Q1QRY FN CP►0 Notary(Print) S 1f /4 Eoc wus —4e4 1 00j PUBL`��` , Residing at 641-(i_-__' 3%Fl/eAks cf' ti tti9i,-Of , t� My appointment expires: 6/3e/di Rainier Ave S(SR 167)Improvements Project Subcontractor List Form Phase I: Shattuck Ave S Stormwater Bypass July 2009 'o Builders Exchange of WA, Inc. For usage Conditions Agreement see www.bxwa.com-Always Verify Scale SUBCONTRACTOR LIST FORM RCW 39.30.060 requires that for all public works contracts exceeding$1,000,000 the bidder shall submit the names of all subcontractors whose subcontract amount exceeds ten percent (10%) of the contract price, and/or whose work involves either heating, air conditioning, ventilation, plumbing, or electrical. If the subcontractor's names are not submitted with the bid,or within 24 hours of the bid, the bid shall be considered nonresponsive and,therefore, void. Complete one of the following for contracts that exceed$1,000,000: A. There are no subcontractors proposed whose subcontract amount exceeds ten percent (10%) of the contract price. (� Name: D NC� r�"S Title: Y c(i_es co GoNsT. 11.3c. Signature: J - B. The following subcontractor(s) subcontract amount exceeds 10 percent (10%) of the contract price: (list subcontractor and bid item) 15( Bid Item(s): D-rS 1 — 93 f 00, le Subcontractor Name: 5 areiacC) Address: C1012 �, ao�t� S* f w A- ?g 0 7 S Phone No.: 9 25-39 I-- 4977 State Contractor's License No. 5 Ar 2 E N=* r73 Bid Item(s): Subcontractor Name: Address: Phone No.: State Contractor's License No. Bid Item(s): Subcontractor Name: Address: Phone No.: State Contractor's License No. Bid Item(s): 01 Subcontractor Name: l- \J AC. R\ h-k or\ 'rl T vtL. Address: ?O BX 1,5g �a f-PAhevlS S-1? Phone No.: State Contractor's License No. Rainier Ave S(SR 167)Improvements Project Subcontractor List Form Phase I: Shattuck Ave S Stormwatcr Bypass July 2009 Page 39 Subcontractor List Form Provided to Builders Exchange of WA, Inc. For usage Conditions Agreement see www.bxwa.com-Always Verify Scale ii -I 1 o 0 co j�= m - 3 a m o- — r 11> -a-iaoz � n-< -< � E Cr lcn -4om o �, (C.)EI �cnc < md 2cn=c)o N , M� I�. � 3 � C •-. Or- m -, i mai- -{ rx7o .1171x= < t I 3�2 rn IT _,, I4mWmT G") cn -I s. sr, ; 1 CI)CD LID 0 o U) iI C.4 77 00> --I oz o c =C1 -<CD t::, = n iiacnc !70—I a -nlol 1 ONF-' zrc-) N - ta70mCT) DOIll _` III 3 v -< 0 o , OX F--+... Po p ro -� C�v� T ii^gym N O w r 6n � w 1,v 0 o iiA it Z, �s r- % -c. .i.si � R' 1 ,41460 City of Renton Contract Documents for Rainier Ave S (SR 167) Improvements Project Phase 1: Shattuck Ave S Stormwater Bypass III. PROJECT PROPOSAL Project: Rainier Ave S (SR 167) Improvements Project Phase 1: Shattuck Ave S Stormwater Bypass Project No. CAG-09-125 Company: C_Z j 2 s-{v J c f2t IJ Address: I Sa$ �rh (c�- t^lam �iJ E S?� Pact `a`.L ` '7,04R- Phone R-Phone No: '2-5->- 219- 044 Fax No: Lc-5 - 641C1- 9 41S1- Bid Amount: $ Page 17 III. Project Proposal Provided to Builders Exchange of WA, Inc. For usage Conditions Agreement see www.bxwa.com-Always Verify Scale , i BIDDER'S CHECKLIST 1. PROJECT PROPOSAL COVER SHEET 2. BIDDER'S CHECKLIST 3. PROPOSAL FORM 4. SCHEDULE OF PRICES 5. ACKNOWLEDGEMENT OF RECEIPT OF ADDENDA 6. BID BOND FORM 7. CERTIFICATION FOR FEDERAL-AID CONTRACTS 8. CERTIFICATION OF EQUAL EMPLOYMENT OPPORTUNITY REPORT 9. NON-COLLUSION DECLARATION 10. NON-COLLUSION AND DEBARMENT AFFIDAVIT 1 1. ASSIGNMENT OF ANTITRUST CLAIMS 12. MINIMUM WAGE AFFIDAVIT FORM 13. DISADVANTAGED BUSINESS ENTERPRISE UTILIZATION CERTIFICATION 14. SUBCONTRACTOR LIST FORM The above documents must be executed by the Contractor's President, Vice-President, and Secretary if corporation by-laws permit. All pages must be signed. In the event another person has been duly authorized to execute contracts, a copy of the corporation minutes establishing this authority must be attached to the bid document. NIS Rainier Ave S ISR 167)Improvements Project Bidder's Checklist Phase 1: Shattuck Ave S Stormwater Bypass July 2009 Page 18 Bidder's Checklist prn,iriari tr,Rttilriprc FYrhannP of WA_ Inc. For usaae Conditions Agreement see www.bxwa.com-Always Verify Scale ,4,800 CITY OF RENTON Rainier Ave S (SR 167)Improvements Project Phase 1: Shattuck Ave S Stormwater Bypass Federal Aid Number: ARRA-0167(044) PROPOSAL TO THE CITY OF RENTON RENTON, WASHINGTON Ladies and/or Gentlemen: The undersigned hereby certify that the bidder has examined the site of the proposed work and has read and thoroughly understands the plans, specifications, and contract governing the work embraced in this improvement, and the method by which payment will be made for said work, and hereby propose to undertake and complete the work embraced in this improvement, or as much thereof as can be completed with the money available, in accordance with the said plans, specifications and contract, and the following schedule of rates and prices. (Note: Unit prices for all items, all extensions, and total amount of bid shall be shown. Show unit prices in figures only.) low Printed Name: 140244 c-tO1.6 Signature: Address: 1 Sop, U`U1 e t-(Z. 1`L. Sg_ ceLc. � LA-14- 4)8 ( 4 Names of Members of Partnership: Or Name of President of Corporation Attu& SLALL6 Name of Secretary of Corporation Tj I I (Lt�c - 54-4 Led L—) Corporation Organized under the laws of Iv with main office in State of Washington at eacC.//-26.- vJ A Rainier Ave S(SR 167)Improvements Project Proposal Phase r: Shattuck Ave S Stormwatcr Bypass July 2009 Page 19 Proposal Provided to Builders Exchange of WA, Inc. For usage Conditions Agreement see www.bxwa.com-Always Verify Scale SCHEDULE OF PRICES UNIT PRICES FOR ALL ITEMS,ALL EXTENSIONS AND TOTAL AMOUNT OF BID SHALL BE SHOWN. ALL ENTRIES SHALL BE WRITTEN IN INK OR TYPED TO VALIDATE BID. (NOTE:SHOW PRICE PER UNIT IN FIGURES ONLY.FIGURES WRITTEN TO THE RIGHT OF THE DOT(DECIMAL)IN THE PRICE PER UNIT COLUMN SHALL BE INTERPRETED AS CENTS) PRICE PER ITEM ITEM SPEC. UNIT TOTAL UNIT TOTAL AMOUNT NO. NO. QUANTITY DOLLARS (DOLLARS) SCHEDULE A 1 MINOR CHANGE 1-04 CALC 1 $ 5,000.00 $ 5,000.00 2 CONTRACTOR SUPPLIED SURVEYING 1-05 L.S. 1 3 SPCC PLAN 1-07 L.S. 4 ARCHAEOLOGICAL AND HISTORICAL 1-07 EST. 1 $ 25,000.00 $ 25,000.00 SALVAGE PEDESTRIAN CONTROL AND 5 PROTECTION 1-07 L.S. 1 6 HIGH VISIBILITY FENCE 1 08 L.F. 87 7 MOBILIZATION 1-09 L.S. 1 8 PROJECT TEMPORARY TRAFFIC 1-10 L.S. 1 CONTROL 9 UTILITY POTHOLING 1-17 EST. 1 $ 25,000.00 $ 25,000.00 10 RESOLUTION OF UTILITY ONFLICTS 1-17 EST. $ 50,000.00 $ 50,000.00 11 CLEARING AND GRU::ING 2-01 ACRE 0.03 12 ROADSIDE CLEAN P 2-01 EST. 1 $ 10,000.00 $ 10,000.00 13 REMOVAL OF ST-UCTURES AND 2-02 L.S. 1 OBSTRUCTION 14 REMOVING CEMENT CONC. SIDEWALK 2-02 S.Y. 328 VINO Rainier.Ave S(SR (671 Improvements Project Schedule of Prices Phase I,Shattuck Ave S Slormwater Bypass Pa12e I of h Jul'2009 Page 20 Schedule of Prices Provided to Builders Exchange of WA, Inc. For usage Conditions Agreement see www.bxwa.com-Always Verify Scale SCHEDULE OF PRICES UNIT PRICES FOR ALL ITEMS,ALL EXTENSIONS AND TOTAL AMOUNT OF BID SHALL BE SHOWN. ALL ENTRIES SHALL BE WRITTEN IN INK OR TYPED TO VALIDATE BID. (NOTE:SHOW PRICE PER UNIT IN FIGURES ONLY.FIGURES WRITTEN TO THE RIGHT OF THE DOT(DECIMAL)IN THE PRICE PER UNIT COLUMN SHALL BE INTERPRETED AS CENTS) ITEM SPEC. TOTAL PRICE PER TOTAL AMOUNT NO. ITEM NO. UNIT QUANTITY UNIT (DOLLARS) DOLLARS SCHEDULE A 1 MINOR CHANGE 1-04 CALC 1 $ 5,000.00 $ 5,000.00 2 CONTRACTOR SUPPLIED SURVEYING 1-05 L.S. 1 2 O) DPP 2 oio 0 0 -- I)SDo — 3 SPCC PLAN 1-07 L.S. 1 I, rob - ,- 5c 4 ARCHAEOLOGICAL AND HISTORICAL 1-07 EST. 1 $ 25,000.00 $ 25,000.00 SALVAGE 5 PEDESTRIAN CONTROL AND 1-07 L.S. 1 3,DDD^ 'Si D to PROTECTION 6 HIGH VISIBILITY FENCE 1-08 L.F. 87 d' ^ 34$ r '000.. 001?`- I D)j Co0. '',' 7 MOBILIZATION 1-09 L.S. 1 4441564- l PROJECT TEMPORARY TRAFFIC 8 CONTROL 1-10 L.S. 1 Z,S BOD I 2S-40 0O 9 UTILITY POTHOLING 1-17 EST. 1 $ 25,000.00 $ 25,000.00 10 RESOLUTION OF UTILITY CONFLICTS 1-17 EST. 1 $ 50,000.00 $ 50,000.00 11 CLEARING AND GRUBBING 2-01 ACRE 0.03 25,800 - '7 5-6 -- 12 ROADSIDE CLEANUP 2-01 EST. 1 $ 10,000.00 $ 10,000.00 13 REMOVAL OF STRUCTURES AND 2-02 L.S. 1 (-7 000— 1 &66 OBSTRUCTION I 14 REMOVING CEMENT CONC. SIDEWALK 2-02 S.Y. 328 6 -- 11 I toil Rainier Ave S(SR 167)Improvements Project Schedule of Prices,Addendum No.3 Phase 1:Shattuck Ave S Stormwater Bypass Page 1 of 8 July 2009 Page 3 Schedule of Prices Provided to Builders Exchange of WA, Inc. For usage Conditions Agreement see www.bxwa.com-Always Verify Scale SCHEDULE OF PRICES UNIT PRICES FOR ALL ITEMS,ALL EXTENSIONS AND TOTAL AMOUNT OF BID SHALL BE SHOWN. ALL ENTRIES SHALL BE WRITTEN IN INK OR TYPED TO VALIDATE BID. (NOTE:SHOW PRICE PER UNC IN FIGURES ONLY.FIGURES WRITTEN TO THE RIGHT OF THE DOT(DECIMAL)IN THE PRICE PER UNIT COLUMN SHALL BE INTERPRETED AS CENTS) ITEM SPEC. TOTAL PRICE PER TOTAL AMOUNT NO. ITEM NO. UNIT QUANTITY UNIT (DOLLARS) DOLLARS SCHEDULE AREM ,,11� 15 PAVEOMENT VING ASPHALT CONC. 2-02 S.Y. 2,869 Lt- -T5- I'LI 1 b"7 REMOVING CEMENT CONC. CURB AND 2S� 51) 16 GUTTER 2-02 L.F. 450 3 .i 1 1 41.2 --- 17 ABANDON AND FILL STORM DRAIN 2-02 L.F. 480 15-� rj j b 18 REMOVING CHAIN LINK FENCE 2-02 L.F. 60 2 � I bC-^ 19 SAWCUTTING 2-02 L.F. 2,830 4 r I I' 32.0 - 20 ROADWAY EXCAVATION INCL. HAUL 2-03 C.Y. 1,024 1 5 -- 1cj,3(0.0 21 ABANDONMENT OF MONITORING 2-05 EACH 3 I ZDV 3, ,bb -- WELLS i 22 STRUCTURE EXCAVATION CLASS A 2-09 C.Y. 113 I C' 48 INCL. HAUL 23 SHORING OR EXTRA EXCAVATION CL. 2-09 L.S. 1 2A (SZ 0 I/SW) r 24 STRUCTURE EXCAVATION CLASS B 2-09 C.Y. 4,977 Za "----- 1 2.10.1 113 SD INCL. HAUL 25 SHORING OR EXTRA EXCAVATION 2-09 S.F. 19,246 . 4 D 1 40 g8 4•— CLASS B J 26 CONSTRUCTION GEOTEXTILE FOR 2-12 S.Y. 4,563 2 / 12(o SEPARATION 1 27 CRUSHED SURFACING TOP COURSE 4-04 TON 949 2S'-- 23� Z S 28 PLANING BITUMINOUS PAVEMENT 5-04 S.Y. 1,560 5.--- -7 $0 b Rainier Ave S(SR 167)Improvements Project Schedule of Prices.Addendum No.3 Phase 1:Shattuck Ave S Stormwater Bypass Page 2 of 8 July 2009 Page 4 Provided to Builders Exchange of WA, Inc. For usage Conditions Agreement see www.bxwa.com-Always Verify Scale SCHEDULE OF PRICES UNIT PRICES FOR ALL ITEMS,ALL EXTENSIONS AND TOTAL AMOUNT OF BID SHALL BE SHOWN. ALL ENTRIES SHALL BE WRITTEN IN INK OR TYPED TO VALIDATE BID. (NOTE:SHOW PRICE PER UNIT IN FIGURES ONLY.FIGURES WRITTEN TO THE RIGHT OF THE DOT(DECIMAL)IN THE PRICE PER UNIT COLUMN SHALL BE INTERPRETED AS CENTS) ITEM SPEC. TOTAL PRICE PER TOTAL AMOUNT NO. ITEM NO. UNIT UNIT QUANTITY (DOLLARS) DOLLARS SCHEDULE A 29 HMA CL. 1/2 IN. PG 64-22 5-04 TON 2,182 �..,� Cr`�• 20 L`QZI�,av -- 30 CEMENT CONC. PAVEMENT 5-05 C.Y. 18 d O r- -7 Job INCLUDING DOWELS 1 31 CONC. CLASS 4000 FOR FOUNDATION 6-02 C.Y. 95 K c)j- jL to "`• -- 32 ST. REINF. BAR FOR FOUNDATION 6-02 LB. 9,322 i vd 9' 32. " 33 UNDERDRAIN PIPE 6 IN. DIAM. 7-01 L.F. 220 2 b ^ 41406 "- 34 TESTING STORM SEWER PIPE 7-04 L.F. 1,686 3 — 6631 35 CORRUGATED POLYETHYLENE STORM 7-04 L.F. 432 D /-' SEWER PIPE 12 IN. DIAM. /� Z�ffj r 36 CORRUGATED POLYETHYLENE STORM 7-04 L.F. 39 4O SEWER PIPE 18 IN. DIAM. '.-. lalii CORRUGATE37 SEWER PIPE D48 1NLDIAM.YLENE STORM 7-04 L.F. 1,139 / 33 - I s�, 4B7-- 38 DUCTILE IRON STORM SEWER PIPE 12 7-04 L.F. 81 4.6 --- IN. DIAM. ) 39 CONCRETE INLET 7-05 EACH 4 9495i 7j/ iIj-Z 40 CATCH BASIN TYPE 1 7-05 EACH 9 'SO '1 (0511, 41 CATCH BASIN TYPE 2 48 IN. DIAM. 7-05 EACH 3 26oO— 6 6 42 CATCH BASIN TYPE 2 72 IN. DIAM. 7-05 EACH 1 '37 D d 3 Rainier Ave S(SR 167)Improvements Project Schedule of Prices,Addendum No.3 Phase 1:Shattuck Ave S Stonnwater Bypass Page 3 of 8 July 2009 Page 5 Provided to Builders Exchange of WA, Inc. For usage Conditions Agreement see www.bxwa.com-Always Verify Scale Tire SCHEDULE OF PRICES UNIT PRICES FOR ALL ITEMS,ALL EXTENSIONS AND TOTAL AMOUNT OF BID SHALL BE SHOWN. ALL ENTRIES SHALL BE WRITTEN IN INK OR TYPED TO VALIDATE BID. (NOTE:SHOW PRICE PER an IN FIGURES ONLY.FIGURES WRITTEN TO THE RIGHT OF THE DOT(DECIMAL)IN THE PRICE PER UNIT COLUMN SHALL BE INTERPRETED AS CENTS) ITEM SPEC. TOTAL PRICE PER TOTAL AMOUNT NO. ITEM NO. UNIT QUANTITY UNIT (DOLLARS) DOLLARS SCHEDULE A 43 CATCH BASIN TYPE 2 84 IN. DIAM. 7-05 EACH 7 ri dW— 2./066 44 CASINGCATCH BASIN TYPE 2 84 IN. DIAM.WITH 7-05 EACH 2 6 $60 — /3 4.1e0 45 ABANDON EXISTING MANHOLE 7-05 EACH 2 — 1 DDD C46 STORUCTUREN TO DRAINAGE 7-05 EACH 6 a d d 17 ben) 47 CONNECTION TO EXISTING MANHOLE 7-05 EACH 2 4006-- 27 p-s a --- 48 CONNECT STRUCTURE TO EXISTING 7-05 EACH 9 /30 /1 7 QQ PIPE 49 ADJUST MANHOLE 7-05 EACH 7 q zc> 97(--✓ 50 MANHOLE 48 IN. DIAM.TYPE SANITARY 7-05 EACH 3 2./ 4 O 0 — 7 a p Q 51 SANITARY MANHOLE EXTRA SHALLOW 7-05 EACH 1 0 ' 673 6 TYPE C 52 ADJUST CATCH BASIN 7-05 EACH 1 200 — 2 tva 53 LOCKING SOLID METAL COVER AND 7-05 EACH 1 3 b0 — 3 0 D FRAME FOR CATCH BASIN 54 ADJUST VALVE BOX 7-05 EACH 8 i"54 j /& b 55 DEWATERING 7-06 L.S. 1 /00 40OP /DDS DM -- 56 BANK RUN GRAVEL FOR TRENCH 7-09 C.Y. 1,500 17 40 04 BACKFILL / Rainier Ave S(SR 167)Improvements Project Schedule of Prices,Addendum No.3 Phase 1:Shattuck Ave S Stormwater Bypass Page 4 of 8 July 2009 Page 6 Provided to Builders Exchange of WA, Inc. For usage Conditions Agreement see www.bxwa.com-Always Verify Scale SCHEDULE OF PRICES UNIT PRICES FOR ALL ITEMS,ALL EXTENSIONS AND TOTAL AMOUNT OF BID SHALL BE SHOWN. ALL ENTRIES SHALL BE WRITTEN IN INK OR TYPED TO VALIDATE BID. (NOTE:SHOW PRICE PER UNIT IN FIGURES ONLY.FIGURES WRITTEN TO THE RIGHT OF THE DOT(DECIMAL)IN THE PRICE PER UNIT COLUMN SHALL BE INTERPRETED AS CENTS) ITEM SPEC. TOTAL PRICE PER TOTAL AMOUNT NO. ITEM NO UNIT QUANTITY UNIT (DOLLARS) DOLLARS SCHEDULE A 57 HYDRANT ASSEMBLY 7-14 EACH 1 4vt O fl um) r--- 58 WATER SERVICE AND CONNECTION TO 7-15 EACH 12 &SD ri B6 EXISTING MAIN 59 TELEVISION INSPECTION 7-17 L.S. 1 3 5-0-0 - 3 6 -- I 60 TEMPORARY BYPASS PUMPING 7-17 L.S. 1 8 i +D 'V-" D — 61 PVC SANITARY SEWER PIPE 8 IN. DIAM. 7-17 L.F. 173 /t6 -- 17 306 62 ESC LEAD 8-01 DAY 80 6-6 --' D0 63 PERMANENT EROSION CONTROL 8-01 S.Y. 267 /d — 2, I d -- BLANKET 64 INLET PROTECTION 8-01 EACH 21 7 5--- /, ç-75 ---- EROSION/WATER POLLUTION 8-01 EST. 1 $ 25,000.00 $ 25,000.00 CONTROL // /� 66 BARK OR WOOD CHIP MULCH 8-02 C.Y. 72 3.7 — 2-i 4-- ) 67 TOPSOIL TYPE A 8-02 C.Y. 144 3 Fj 5/7 Z-- PSIPE- ROSA RUGOSA"FRU DAGMAR 68G8-02 EACH 502 /!� ci DZ HATSUP" 69 PSIPE-MAHONIA NEROSA 8-02 EACH 590 / �p " / l'il t) 70 PSIPE-SESLARIA AUTUMNALIS 8-02 EACH 370 /3 — 4 bi --- Rainier Ave S(SR 167)Improvements Project Schedule of Prices,Addendum No.3 Phase I:Shattuck Ave S Stormwater Bypass Page 5 of 8 July 2009 Page 7 `rovided to Builders Exchange of WA, Inc. For usage Conditions Agreement see www.bxwa.com-Always Verify Scale SCHEDULE OF PRICES UNIT PRICES FOR ALL ITEMS,ALL EXTENSIONS AND TOTAL AMOUNT OF BID SHALL BE SHOWN. ALL ENTRIES SHALL BE WRITTEN IN INK OR TYPED TO VALIDATE BID. (NOTE:SHOW PRICE PER UNIT IN FIGURES ONLY.FIGURES WRITTEN TO THE RIGHT OF THE DOT(DECIMAL)IN THE PRICE PER UNIT COLUMN SHALL BE INTERPRETED AS CENTS) ITEM SPEC. TOTAL PRICE PER TOTAL AMOUNT NO. ITEM NO. UNIT QUANTITY UNIT (DOLLARS) DOLLARS SCHEDULE A 71 CEMENT CONC.TRAFFIC CURB AND 8-04 L.F. 1,206 / 7 — 2.o, 512 GUTTER 72 CEMENT CONC. PEDESTRIAN CURB 8-04 L.F. 16 2 S— 4 b D 73 TYPE A PRECAST TRAFFIC CURB 8-04 L.F. 54 / 8' 9-72- CEMENT CONC. DRIVEWAY ENTRANCE 4�- 3 74 TYPE A 8-06 S.Y. 88 � /9 L 0 CEMENT CONC. DRIVEWAY ENTRANCE 75 TYPE B 8-06 S.Y. 42 45- - I, 816 CEMENT CONC. DRIVEWAY ENTRANCE 76 TYPE C 8-06 S.Y. 235 ,� 0fj 77 CHAIN LINK FENCE TYPE 6 8-12 L.F. 31 24 '7 44 78 END, GATE, CORNER, AND PULL POST 8-12 EACH 4 no sge. - FOR CHAIN LINK FENCE 79 MONUMENT CASE AND COVER 8-13 EACH 3 3D4 96° 80 ADJUST MONUMENT CASE AND COVER 8-13 EACH 2 2 ST 81 CEMENT CONC. SIDEWALK 8-14 S.Y. 466 36' -' 13, '') 94 82 CEMENT CONC. SIDEWALK RAMP TYPE 8-14 EACH 3 t 5D J 57) 83 CEMENT CONC. SIDEWALK RAMP TYPE 8-14 EACH 4 1,‘D— 2, IO Oa r 84 CEMENT EMENT CONC. SIDEWALK RAMP TYPE 8-14 EACH 3 (p Rainier Ave S(SR 167)Improvements Project Schedule of Prices.Addendum No.3 Phase 1:Shattuck Ave S Stormwater Bypass Page 6 of 8 July 2009 Page 8 Provided to Builders Exchange of WA, Inc. For usage Conditions Agreement see www.bxwa.com-Always Verify Scale SCHEDULE OF PRICES UNIT PRICES FOR ALL ITEMS,ALL EXTENSIONS AND TOTAL AMOUNT OF BID SHALL BE SHOWN. ALL ENTRIES SHALL BE WRITTEN IN INK OR TYPED TO VALIDATE BID. (NOTE:SHOW PRICE PER UNIT IN FIGURES ONLY.FIGURES WRITTEN TO THE RIGHT OF THE DOT(DECIMAL)IN THE PRICE PER UNIT COLUMN SHALL BE INTERPRETED AS CENTS) PRICE PER ITEM ITEM SPEC. UNIT TOTAL UNIT TOTAL AMOUNT NO. NO. QUANTITY DOLLARS (DOLLARS) SCHEDULE A 85 QUARRY SPALLS 8-15 TON 865 2.D 17/ 3 A r' 86 CONC. SLOPE PROTECTION WITH 8-16 S.Y. 89 176 g� gOt7 EMBEDDED ROCK 87 ILLUMINATION SYSTEM 8-20 L.S. 1 et.- (3.,00..- c(3.3D0..- 6o© ._ 88 SERVICE CABINET 8-20 EACH 1 7�0 c� �oo , Or 89 HEIGHT DETECTION WARNING SYSTEM 8-20 L.S. 1 `�s I 500 . 16 700. 90 RELOCATING EXISTING LUMINAIRE 8-20 EACH 1 cc or, 3500.-_ '3500 . 91 SACRIFICIAL BEAM 8-21 L.S. 1 eC Cr: D O)DOD.' j c c1 OOO. -- 92 HEIGHT DETECTION STRUCTURE 8-21 L.S. 1 0� 0' �gCO0, 9-$; DUCE, -- .1 87 0 - shy r4C7)4:1.493 PERMANENT SIGNING 8-21 L.S. 1 C, 1 94 REMOVING SIGN STRUCTURE SHAFT 8-21 EST. 1 $ 10,000.00 $ 10,000.00 OBSTRUCTIONS 95 PAINT LINE 8-22 L.F. 458 /, 2-0 549 4° 96 PLASTIC CROSSWALK LINE 8-22 S.F. 154 5 * 000. S 97 PLASTIC STOP LINE 8-22 L.F. 116 40 7 f / t 98 ROCK FOR ROCK WALL 8-24 TON 6 1 /J 1 J - Rainier Ave S(SR 167)Improvements Project Schedule of Prices,Addendum No.3 Phase I:Shattuck Ave S Stormwater Bypass Page 7 of 8 July 2009 Page 9 Provided to Builders Exchange of WA, Inc. For usage Conditions Agreement see www.bxwa.com-Always Verify Scale SCHEDULE OF PRICES UNIT PRICES FOR ALL ITEMS,ALL EXTENSIONS AND TOTAL AMOUNT OF BID SHALL BE SHOWN. ALL ENTRIES SHALL BE WRITTEN IN INK OR TYPED TO VALIDATE BID. (NOTE:SHOW PRICE PER UNIT IN FIGURES ONLY.FIGURES WRITTEN TO THE RIGHT OF THE DOT(DECIMAL)IN THE PRICE PER UNIT COLUMN SHALL BE INTERPRETED AS CENTS) ITEM SPEC. TOTAL PRICE PER TOTAL AMOUNT NO. ITEM NO. UNIT UNIT QUANTITY (DOLLARS) DOLLARS SCHEDULE A 99 BOLLARD TYPE 1 8-26 EACH 5 / b00^ Sb X50 100 FIELD OFFICE BUILDING 8-27 L.S. 1 71006 7 &1O — 101 RELOCATING HISTORICAL MARKER 8-28 EACH 1 /bt)6-- 1 a“ 102 DUCTILE IRON STORM SEWER PIPE 18 7-04 L.F. 34 / 5 — c / DO IN. DIAM. 103 OVERFLOW RISER WITH SHEAR GATE, 7-05 EACH 1 jC00 5bd 18 IN. DIAM. 104 GRAVEL BORROW INCL. HAUL 2-03 TON 360 / 1/ 5j 646 c / 105 RAISED PAVEMENT MARKER TYPE 1 8-09 HUND 3 'Z'75' g Zs"-- 106 RAISED PAVEMENT MARKER TYPE 2 8-09 HUND 1 2j 7 c' 3C---- SCHEDULE A SUBTOTAL= $ Ill( f 47 J,°C .1 I,J L. �. �„ n i Rainier Ave S(SR 167)Improvements Project Schedule of Prices,Addendum No.3 Phase 1:Shattuck Ave S Stormwater Bypass Page 8 of 8 July 2009 Page 10 Provided to Builders Exchange of WA, Inc. For usage Conditions Agreement see www.bxwa.com-Always Verify Scale SCHEDULE OF PRICES UNIT PRICES FOR ALL ITEMS,ALL EXTENSIONS AND TOTAL AMOUNT OF BID SHALL BE SHOWN. ALL ENTRIES SHALL BE WRITTEN IN INK OR TYPED TO VALIDATE BID. (NOTE:SHOW PRICE PER UNIT IN FIGURES ONLY.FIGURES WRITTEN TO THE RIGHT OF THE DOT(DECIMAL)IN THE PRICE PER UNIT COLUMN SH; =E INTERPRETED AS CENTS) ITEM SPEC. TOTAL PR PER TOTAL AMOUNT NO. ITEM NO. UNIT QUANTITY UNIT DOLLARS {DOLLARS) SCHEDULE A 99 BOLLARD TYPE 1 8-26 EACH 5 100 FIELD OFFICE BUILDING 8-27 L.S. 1 101 RELOCATING HISTORICAL MARKER 8-28 EACH 1 SCHEDULE A SUBTOTAL= $ Rainier Ave S fSR 167)Improvements Project Schedule of Prices Phase I:Shattuck Ave S Stonnwaler Bypass Page S of S July 2009 Page 27 Provided to Builders Exchange of WA, Inc. For usage Conditions Agreement see www.bxwa.com-Always Verify Scale `i111I� SCHEDULE OF PRICES UNIT PRICES FOR ALL ITEMS,ALL EXTENSIONS AND TOTAL AMOUNT OF BID SHALL BE SHOWN. ALL ENTRIES SHALL BE WRITTEN IN INK OR TYPED TO VALIDATE BID. (NOTE:SHOW PRICE PER UNIT IN FIGURES ONLY,FIGURES WRITTEN TO THE RIGHT OF THE DOT(DECIMAL)IN THE PRICE PER UNIT COLUMN SHALL BE INTERPRETED AS CENTS) ITEM SPEC. TOTAL PRICE PER TOTAL AMOUNT NO. ITEM NO. UNIT QUANTITY UNIT (DOLLARS) DOLLARS SCHEDULE B 1B CONDUIT PIPE 3 IN. DIAM. 8-20 L.F. 1,270 cc In �� �3,3�35. 3 SCHEDULE B SUBTOTAL_ $ 13 i 3G. ° WASHINGTON STATE SALES TAX (W.S.S.T)(9.5%)= $ I 2- . 63 SCHEDULE B SUBTOTAL WITH W.S.S.T.= $ '/'o° i 3 410 Rainier Are S(SR 1671 Improvements Project Schedule of Prices Phase I:Shattuck Ave S SIOITnwater Bypass Page I of I July 2009 Page 28 Provided to Builders Exchange of WA, Inc. For usage Conditions Agreement see www.bxwa.com-Always Verify Scale • ver/" SCHEDULE OF PRICES UNIT PRICES FOR ALL ITEMS,ALL EXTENSIONS AND TOTAL AMOUNT OF BID SHALL BE SHOWN. ALL ENTRIES SHALL BE WRITTEN IN INK OR TYPED TO VALIDATE BID. (KITE:SHOW PRICE PER UNIT IN FIGURES ONLY.FIGURES WRITTEN TO THE RIGHT OF THE DOT(DECIMAL)IN THE PRICE PER UNIT COLUMN SHALL BE INTERPRETED AS CENTS) PROJECT TOTAL SCHEDULE A SUBTOTAL= $ 1 ,71 Q ' 1.,1 73, 3` o j SCHEDULE B SUBTOTAL WITH W.S.S.T= $ I q 6 0 I 0 3 I TOTAL PROJECT COST= $ ) ,7 J 0? • 86 14. • Rainier Ave S(SR 1671 Improvements Project Schedule of Prices Phase I:Shattuck Ave S Stormwater Bypass Page I of 1 July 2009 Page 29 Provided to Builders Exchanae of WA. Inc. For usage Conditions Agreement see www.bxwa.com-Always Verify Scale ACKNOWLEDGEMENT OF RECEIPT OF ADDENDA ACKNOWLEDGEMENT OF RECEIPT OF ADDENDA: NO. ) Date 1 — t.3 NO. 2 Date " 3 NO. Date —7 — Sr Signed Title Name of Company S Sizd et-vV Address 1 sz P_ AOK S e_ City/State/Zip —Pecr---t (N 980 4 Telephone 2617 644-y City of Renton State Contractor's Business License# '1-° .4'61-iscli4E13 License# S LVA--4 L. j93 - U(p b l4 AdAraftn..(: Rainier Ave S(SR 167)Improvements Project Acknowledge of Receipt of Addenda Phase 1: Shattuck Ave S Stormwater Bypass July 2009 Page 30 Acknowledgement of Receipt of Addenda Provided to Builders Exchanae of WA. Inc. For usaoe Conditions Agreement see www hxwa cam-Always Verify SraIP BID BOND FORM Herewith find deposit in the form of a certified check,cashier's check,cash,or bid bond in the amount of $ which amount is not less than five percent(5%)of the total bid. Signature Know All Men by These Presents: That we, SCI Infrastructure, LLC ,as Principal,and Merchants Bonding Company as Surety,are held and firmly bound unto the City of Renton,as Obligee,in the penal sum of 5% of Bid Amount dollars,for the payment of which the Principal and the Surety bind themselves,their heirs,executors,administrators,successors and assigns,jointly and severally,by these presents. The condition of this obligation is such that if the Obligee shall make any award to the Principal for Rainier Ave. S. (SR 167*according to the terms of the proposal or bid made by the Principal therefor,and the Principal shall duly make and enter into a contract with the Obligee in accordance with the terms of said proposal or bid and award and shall give bond for the faithful performance thereof,with Surety or Sureties approved by the Obligee;or if the Principal shall,in case of failure to do so,pay and forfeit to the Obligee the penal amount of the deposit specified in the call for bids,then this obligation shall be null and void;otherwise it shall be and remain in full force and effect and the Surety shall forthwith pay and forfeit to the Obligee,as penalty and liquidated damages,the amount of this bond. Signed,sealed and dated this 14th day of July ,20 09 Aa‘sr‘cf-e - SCI Infrastructure, LLC X Principal Merchants Bonding Company X Surety Nicholas Wibbens Attorney-In-Fact Received return of deposit in the sum of$ *) Improvements Project, Phase 1 * Rainier Ave S(SR 167)Improvements Project Bid Bond Form Phase 1: Shattuck Ave S Stnrmwater Bypass July 2009 Pape 31 Bid Bond Form Pre,virind to Ruiidere Exehtenoe of WA.Inc.For usaae Conditions Agreement see www.bxwa.com-Always Verify Scale MERCHANTS BONDING COMPANY POWER OF ATTORNEY Know All Persons By These Presents,that the MERCHANTS BONDING COMPANY(MUTUAL),a corporation duly organized under the laws of the State of Iowa,and having its principal office in the City of Des Moines,County of Polk,State of Iowa,hath made, constituted and appointed,and does by these presents make,constitute and appoint Gordon E.Wibbens,Nicholas Wibbens of Mukilteo and State of Washington its true and lawful Attorney-in-Fact,with full power and authority hereby conferred in its name,place and stead,to sign,execute, acknowledge and deliver in its behalf as surety any and all bonds,undertakings,recognizances or other written obligations in the nature thereof,subject to the limitation that any such instrument shall not exceed the amount of: TWO MILLION($2,000,000.00)DOLLARS and to bind the MERCHANTS BONDING COMPANY(MUTUAL)thereby as fully and to the same extent as if such bond or undertaking was signed by the duly authorized officers of the MERCHANTS BONDING COMPANY(MUTUAL),and all the acts of said Attorney-in-Fact,pursuant to the authority herein given,are hereby ratified and confirmed. This Power-of-Attorney is made and executed pursuant to and by authority of the following Amended Substituted and Restated By- Laws adopted by the Board of Directors of the MERCHANTS BONDING COMPANY(MUTUAL)on November 16,2002. ARTICLE II,SECTION 8-The Chairman of the Board or President or any Vice President or Secretary shall have power and authority to appoint Attorneys-in-Fact,and to authorize them to execute on behalf of the Company,and attach the Seal of the Company thereto,bonds and undertakings,recognizances,contracts of indemnity and other writings obligatory in the nature thereof. ARTICLE II,SECTION 9-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 other suretyship obligations of the Company, and such signature and seal when so used shall have the same force and effect as though manually fixed. In Witness Whereof,MERCHANTS BONDING COMPANY(MUTUAL)has caused these presents to be signed by its President and its corporate seal to be hereto affixed,this 3rd day of April , 2009. so�Nc.. Co'... 4a. MERCHANTS BONDING COMPANY(MUTUAL) •Z: a•Zaseq..7 774, :3• •a' 1933 .. ,,. • .y• :c. By STATE OF IOWA • President COUNTY OF POLK ss. On this 3rd day of April , 2009 ,before me appeared Larry Taylor,to me personally known,who being by me duly sworn did say that he is President of the MERCHANTS BONDING COMPANY(MUTUAL),the corporation described in the foregoing instrument,and that the Seal affixed to the said instrument is the Corporate Seal of the said Corporation and that the said instrument was signed and sealed in behalf of said Corporation by authority of its Board of Directors. In Testimony Whereof,I have hereunto set my hand and affixed my Official Seal at the City of Des Moines,Iowa,the day and year first above written. CINDY SMYTH CN,c �a /1 c Commission Number 173504 i. My Commission Expires VVV March 16,2012 Notary Public,Polk County,Iowa STATE OF IOWA COUNTY OF POLK ss. I, William Warner,Jr.,Secretary of the MERCHANTS BONDING COMPANY(MUTUAL),do hereby certify that the above and foregoing is a true and correct copy of the POWER-OF-ATTORNEY executed by said MERCHANTS BONDING COMPANY(MUTUAL),which is still in full force and effect and has not been amended or revoked. In Witness Whereof,I have hereunto set my hand and affixed the seal of the Company on this 14 day of July 2009. .•:049 co, .•. • rt• • ,!%^CSC/ !�?.st!/7�, •m :3• Secretary •y 19• .33 ^.: POA 0001 (1/09) •', 4'4•' •* .. POA __ BID BOND FORM Herewith find deposit in the form of a certified check, cashier's check,cash or bid bond in the amount of $ which amount is not less than five perce• (5%) of the total bid. Signature Know All Men by These Presents: That we, , as Principal, and as Surety are held and firmly bound unto the City of Renton, as Obligee, in the penal sum of dollars, for the payment of which the Principal and the Surety bind them -Ives, their heirs,executors, administrators, successors and assigns.jointly and severally, by these press ts. The condition of this obligation is such at if the Obligee shall make any award to the Principal for ac►ording to the terms of the proposal or bid made by the Principal therefor, and the Principal shall duly ake and enter into a contract with the Obligee in accordance with the terms of said proposal or bid a d award and shall give bond for the faithful performance thereof, with Now Surety or Sureties approved by t ~ Obligee;or if the Principal shall, in case of failure to do so, pay and forfeit to the Obligee the penal .mount of the deposit specified in the call for bids,then this obligation shall be null and void; otherw'se it shall be and remain in full force and effect and the Surety shall forthwith pay and forfeit to e Obligee, as penalty and liquidated damages, the amount of this bond. Signed, sealed and dat;d this day of , 20 Principal Surety Received return of deposit in the sum of$ Rainier Ave S(SR 167)Improvements Project Bid Bond Form Phase I: Shattuck Ave S Stormwater Bypass July 2009 Page 31 Bid Bond Form Provided to Builders Exchange of WA, Inc. For usage Conditions Agreement see www.bxwa.com-Always Verify Scale Ikitof 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: (`) No Federal appropriated funds have been paid or wiF t)e paid, by or on behaf of the undersigned, to any person for influencing or attempting to infuence 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 connector)v.,An the awarding of any Federal contract, the making of any Federal grant, the rtang of any Federal loan,the entering into of any coupe,-ave agreement, and the extension, contintation, renewal, amendment, or modification cf any Federal contract, grant, loan or cooperative agreement. (2) :f any funds other than Federal appropriated funds have been paid or will be paid to any person for influenc£ng or attempting to influence an officer or employee of any Federal agency. a Member cif Congress, an officer tr employee of Cogress,or an employee of a Member cf Congress in connection wrtn th,s Federa contract. grant, loan, or cooperative agreement, the undo c tined shoo compete and submit Standard Form-LLL `D sclos ire Form to Retort Lobb;,'ing. in accordance w to is instructions. This certification is na:enal representation cif the fact upon which reliance was paced when th's transaction was made or entered into. Submission of`.his ce tification is a c'rereguisite for making or errenno into this transaction imposed by Section 12,52, Title 31, U.S. Code. Any person who fails to file the required certificat on shall be subject to a civi penalty of not less than $f C.GO3 and not more than $t PO.ODs for each failure. The prospective participant also agrees by submittinc nis or her bid or proposal that he or she seal-rem/4'e that the lanquace of this certification be included in atl lower ter subcontracts. which exceed 5100,300 arra that all such subrecioients shall certify and disclose acco dincly. Rainier Ave S(SR 167)Improvements Project Certification of Federal-Aid Contracts Phase I: Shattuck Ave S Stormwater Bypass July 2009 Page 32 Certification for Federal-Aid Contracts Provided to Builders Exchange of WA, Inc. For usage Conditions Agreement see www.bxwa.com-Always Verify Scale Nei CERTIFICATION OF EQUAL EMPLOYMENT OPPORTUNITY REPORT Certification with regard to the Performance of Previous Contracts or Sub-contracts subject to the Equal Opportunity Clause and the filing of Required Reports. The bidder✓ proposed subcontractor_, hereby certifies that he has las not i, participated in a previous contract or subcontract subject to the�equal opportunity clause, as required by Executive Orders 10925, 11114 or 11246, and that he has 1/, has not , filed with the Joint Reporting Committee the Director of the Office of Federal Contract Compliance, a Federal Government contracting or administering agency, or the former President's Committee on Equal Employment Opportunity, all reports due under the applicable filing requirements. tiLill2-(2--A S1laUd11-C– (Company) 1 – (Company) By: -1-6, krsrl" Date: (Title) Now Note: The above certification is required by the Equal Employment Opportunity Regulations of the Secretary of Labor [41 CFR 60-1.7 (b) (1)], and must be submitted by bidders and proposed subcontractors only in connection with contracts and subcontracts which are subject to the equal opportunity clause. Contracts and subcontracts which are exempt from the equal opportunity clause are set forth in 41 CFR 60-1.5. (Generally only contracts or subcontracts of$10,000 or under are exempt.) Cun-ently, Standard Form 100 (EEO-1) is the only report required by the Executive Orders or their implementing regulations. Proposed prime contractors and subcontractors who have participated in a previous contract or subcontract subject to the Executive Orders and have not filed the required reports should note that 41 CFR 60-1.7 (b) (1) (i) prevents the award of contracts and subcontractors unless such contractor submits a report covering the delinquent period or such other period specified by the Federal Highways Administration or by the Director, Office of Federal Contract Compliance, U.S. Department of Labor. Rainier Ave S(SR 167)Improvements Project Certification of Equal Employement Opportunity Report Phase I: Shattuck Ave S Stormw•ater Bypass July.2009 Page 33 Certification of Equal Employment Opportunity Report Provided to Builders Exchange of WA, Inc. For usage Conditions Agreement see www.bxwa.com-Always Verify Scale *10 .44110 Failure to return this Declaration as part of the bid proposal package will make the bid nonresponsive and ineligible for award. NON-COLLUSION DECLARATION 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: ?. That the undersigned person(s),firm, association or corporation has (have;not,either drectly or indirectly, entered into any agreement, participated in any colt sio , or otherwise tacen any action in restraint of free competitiv=e bidding in connect:cn with the project for which this proposal is submitted 2. That by signing the signature page of this proposal,I am deemed to have signed and to have agreed to the provisions of this declaration. NOTICE TO ALL BIDDERS To report rigging activities call: *411.0 1-800-424-9071 The LI.S. Depat:rent of Transportation(L'SDOT)operates the at:,ove tol?ree hot-ine' Monday th ougn Frit ay,3.0O a.m.to 5:03 p.m.,eastern time. Anyone ,.tr i:now edce of possible 1:0c1 rigging. bidder collusion, or other fraudu ent activ t es sha.Jd use the';hotline'to report such activities. The `bonne"is Dart of L• _Q>T's continuing effort to deny and ins st gate highway construction contract fraud and abuse an °s operated under t,,,e direction of the 1. SDG T inspector General. °'I information , it be treated con,.de't;aliv and caller ancnymty v'll l:'e respecte�;a. • Rainier Ave S(SR 167)Improvements Project Non-Collusion Declaration Phase I: Shattuck Ave S Stormwater Bypass July 2009 Page 34 Non-Collusion Declaration Provided to Builders Exchange of WA, Inc. For usage Conditions Agreement see www:bxwa.com-Always Verify Scale Nine 111110, ''stir NON—COLLUSION AND DEBARMENT AFFIDAVIT * STATE OF WASHINGTON ) COUNTY OF � - ) r•* ) I, the undersigned, an authorized representative of *** S �� �5 , being first duly sworn on oath do hereby certify that said person(s), firm, association or corporation has (have) not, either 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. I further certify that, except as noted below, the firm, associated or corporation or any person in a controlling capacity associated therewith or any position involving the administration of federal funds; is not currently under suspension, debarment, voluntary exclusion, or determination of ineligibility by any federal agency; has not been suspended, debarred, voluntarily excluded or determined ineligible by any federal agency within the past 3 years; does not have a proposed debarment pending;and has not been indicted, convicted, or had a civil judgment rendered against said person, firm, association or corporation by a court of competent jurisdiction in any matter involving fraud or official misconduct within the past 3 years. I further acknowledge that by signing the signature page of the proposal, I am deemed to have signed and have agreed to the provisions of this affidavit. Rainier Ave S(SR 167)Improvements Project—Phase I: Shattuck Ave S Stormwater Bypass Name of Project rrrr Name of Bidder's Firm Signature of Authorized Representative of Bidder o Date I certify that I know or have satisfactory evidence that1k -k" -6 6D e-er`r 6 is the person who appeared before me, and said person acknowledged that (he/she) signed this instrument and acknowledged it to he (his/her)free and voluntary act for the uses and purposes mentioned in the instrument. / \\\k111111111111111j��/`i Dated 7 / / - ° �\ �O u Ise q P.• lsslo . 1- �/o°NOT ;Notary Public in and for the State r^I 'A / N ♦�={. m NO=of Washington residing at 1�1� AU8L IC Z;Notary(print): I__-( r .. 1---d Ac' ee j-' // G..ceo �` My appointment expires: "/ 2/ i 3 NOTE: WASHIN Exceptions will not necess6fijylwiltiii\v/klfal of award, but will he considered in determining bidder responsibility. For any exception noted, indicate above to whom it aptilties.initiating agency,and dates of action. Providing fake information may result in criminal prosecution or administrative sanctions. * A suspending or debarring official may grant an exception permitting a debarred,suspended,or excluded person to participate in a particular transaction upon a written determination by such official stating the reasons)for deviating from the Presidential policy established by Executive order I2549..."(49 CFR Part 29 Section 29.215). If notarization of proposal takes place outside of Washington State.DELETE WASHINGTON,and enter appropriate State. %me ** Fill in county where notarization of proposal takes place. "** Fill in firm name. Rainier Ave S(SR 167)Improvements Project Non-Collusion Declaration and Debarment Affidavit Phase I: Shattuck Ave S Stonnwatcr Bypass Jul) 2009 Page 35 Non-Collusion and Debarment Affidavit Provided to Builders Exchanae of WA, Inc. For usage Conditions Agreement see www.bxwa.com-Always Verify Scale CERTIFICATION RE: ASSIGNMENT OF ANTITRUST CLAIMS TO PURCHASER STATE OF WASHINGTON ) SS COUNTY OF KING Vendor and purchaser recognize that in actual economic practice overcharges resulting from antitrust violations are in fact usually borne by the purchaser. Therefore, vendor hereby assigns to purchaser any and all claims for such overcharges as to goods and materials purchased in connection with this order or contract,except as to overcharges resulting from antitrust violations commencing after the date of the bid, quotation, or other event establishing the price under this order or contract. In addition, vendor warrants and represents that each of his suppliers and subcontractors shall assign any and all such claims to purchaser, subject to the aforementioned exception. Rainier Ave S (SR 167)Improvements Project-Phase 1: Shattuck Ave S Stormwater Bypass Name of Project Com" S ►r`i c 4-- 1/11,-- //Name of Bidder's Firm Signature of Authorized Representative of Bidder *40 - I'1- lI5 Date I certify that I know or have satisfactory evidence that Mavk_5 C-e-I it) is the person who appeared before me, and said person acknowledged that (he/she) signed this instrument and acknowledged it to be (his/her) free and voluntary act for the uses and purposes mentioned in the instrument. Dated 1/1 / 01 tk:&-A17-144:3,eaktzL( \ P vows ���4 Notary Public in and for the Stat \�O o�miss%���' %of Washington residing at tt-rii � ���, m: avotary(print): Li i LoLi t Aikdi.�--cool-t .o p�e(1C y'21y appointment expires: /2-05, l 13 ////' ASH;N,►\\\\\\� Rainier Ave S(SR 167)Improvements Project Assipnmcnt of Antitrust Claims Phase 1: Shattuck Ave S Stormwater Bypass July 2009 Page 36 Certification RE:Assignment of Antitrust Claims to Purchaser Provided to Builders Exchange of WA. Inc. For usaae Conditions Agreement see www.bxwa.com-Always Verify Scale Nese Nespe MINIMUM WAGE AFFIDAVIT FORM STATE OF WASHINGTON ) ) SS COUNTY OF KING ) I, the undersigned, having been duly sworn, deposed, say and certify that in connection with the performance of the work of this project, I will pay each classification of laborer, workman, or mechanic employed in the performance of such work, not less than the prevailing rate of wage or not less than the minimum rate of wages as specified in the principal contract; that I have read the above and foregoing statement and certificate, know the contents thereof and the substance as set forth therein, is true to my knowledge and belief. Rainier Ave S (SR 167)Improvements Project–Phase 1: Shattuck Ave S Stormwater Bypass Name of Project amc/of Bidder's ,Firrmm 4.‘,., Signature of Authorized Representative of Bidder Datelow I certify that 1 know or have satisfactory evidence that Ann 1a.1,, '-Ste a l n is the person who appeared before me, and said person acknowledged that (he/she) signed this instrument and acknowledged it to be (his/her) free and voluntary act for the uses and purposes mentioned in the instrument. Dated 711 ' / l �} \\�,ottt11111111/�7j�// � tit-J-e of.,,g,`,UYI `��`` O p..,.0„,,F ''-,,, Notary Public in and for the Sited,,, . Gommisajo q� % of Washington residing att-U'h V\JA `OTx/p� 9' = Notary (print):i---1111-A_ 1,t-61 -, 1 cin o G�z/, O; My appointment expires: ��/13 i O,c� ?4 r �' ?013.•• .� � c. i -"SHINGtC �\ ///��iriilnlitt\����` Rainier Ave S(SR 167)Improvements Project Minimum Wage Affidavit Form Phase 1: Shattuck Ave S Stormwater Bypass July 2009 Page 37 Minimum Wage Affidavit Form Provided to Builders Exchange of WA, Inc. For usage Conditions Agreement see www.bxwa.com-Always Verify Scale 4i1110 '410 • . '""4110 V"Zink Disadvantaged Business „ Washington Startle INFA Department el Trariesportallion Enterprise Utilization Certification Th 2,2 eligible for award :his c1:7:rae-.the b.2247r.st f cut and subt.1,as pan of rts bid propos:*. fol;owng Dsar-43maged. E.3ines a Eerprise. Oertlicrion.-e axing Disaovantages Eu '-eat Enterp.-se:DEE) requirerre7ts.The C.r.Intraotng ss csider 3S,',21•,'Spons reject 2 proposva oces nct cotta a DEE Cert5cation whic,-.properly ,217•1-.2.ra:rats.s that t-e bidder will meet te DEE part:ipattr requirer,s7:s in offe of te •2,-,:vided for propos :oo,rtray... ft-4 bidder re,ying te good fait effort re:hod rneet CEE assigned 2onra2t goal.doc:--ientadon additOr,to the certcert9aerriust te wit te bid t.,-oposal 3S support for v.ich effc,7-4.The suo:essf., bidder's DEE C.,ertionion shall ce 244,1ed a part of te res,ning cont-z-,2t.infornat.:-on.2erried•firr-s s available Irorr 014f..7E-E,**phone Sfa-745n. C-CT, Ot•if VIN-,19-4-)e—ft/lea LIC_ certles tat the Disa 2vanta;s:Bus 7.ess Ent,yz7 se Nir-e zt Szze: DEE)Firrra ate:below have been zontaolso regarding p3.-*jc;-,Ftion t2r. t:cent.lf s is s....tdc.ess4.ul .s pre-,:t and awarded the contazt„,.shall asse t-,at suboo7lrams or supply agreerre7s are execed wit tr.:se irrs where a.7. 4-2 Towards Goar a ate:. ni•,..32essar1.:se 32'Aonal sheet.) Project Role - Amount to name of DBE iPtline.Subcontractor, Certificate Number Description of Work be Applied Martigaztunr, ReçarDaer Towards Goal Mise ?AtiO(t...S AIM 2-90 sick,2. a AHA i46 rys8 •*1100 Di3a2Vant3;42 Bus-eat Ent.47.:,!3e 7:;z2ont-32t,-.2 Goal: 0 7:0 DBE Iota s 118, 2.12.,438 :ea in-s:a:Ja fl..Et. spor2te1 p7. d ec:nca Cpcor:Jrty oiar :en cl'77a7sp:na:42r.:r ea2,: • :4e Ire 5e222r,'::o,.;m:1; Veetir; Ir t^*C-:rt-3:t 2oo.ineri. . cec U t:Itze vr,o.r:to I:41E111e K1f.-21E,0 lt bdcs, zea Tel a031. 21S al a...t-,'rel:c"ersr2s cCeer irt ;Frc.,:!,..:e s..an airdkILsal aricjrt E`'.S'.2 stove rer ne ar2L-its7iste:V*311 Cv3I Sr:ni:7.31 AV, ti'61.'1+2 :27 272.2ii 3; =1,:zet 2.22 *IS Rainier Ave S(SR 167)Improvements Project Disadvantaged Business Enterprise Utilization Certification Phase I: Shattuck Ave S Stonnwater Bypass July 2009 Page 38 Disadvantaged Business Enterprise Utilization Certification Provided to Builders Exchange of WA, Inc. For usage Conditions Agreement see www.bxwa.com-Always Verify Scale 1 Now SUBCONTRACTOR LIST FORM RCW 39.30.060 requires that for all public works contracts exceeding $1,000,000 the bidder shall submit the names of all subcontractors whose subcontract amount exceeds ten percent (10%) of the contract price, and/or whose work involves either heating, air conditioning, ventilation, plumbing, or electrical. If the subcontractor's names are not submitted with the bid, or within 24 hours of the bid, the bid shall be considered nonresponsive and,therefore, void. Complete one of the following for contracts that exceed $1,000,000: A. There are no subcontractors proposed whose subcontract amount exceeds ten percent (10%) of the contract price. Name: Title: Signature: B. The following subcontractor(s) subcontract amount exceeds 10 percent (10%) of the contract price: (list subcontractor and bid item) Bid Item(s): ELeeriZlGi9►L Trt4 7 (?a.TIA%-) ( 8-7 3E)) 81410, 12/ I3 113 Subcontractor Name: `"F cr-CIA 1:Le TQ (C dF TA CO t't'1 14 Now Address: I- -3 Z tel. -T FC k5Cfki 4 - .TA-CD 114 '7 -IO I Phone No.: (24 3) 7t3 -;n 2.2 State Contractor's License No. TO-t'EMET ile '3 i 5 b5 Bid Item(s): VWl4( -- IsJD Vt30g- ITeit/14, Subcontractor Name: NM Address: Phone No.: State Contractor's License No. Bidltem(s): --‘)L-OM►3t106 )o vJQR� ITtYV►� Subcontractor Name: �I Address: Phone No.: State Contractor's License No. Bid Item(s): MN-ALT- (?A-V t. -r - Item, '2-4 Subcontractor Name: Nor Ai t /. ?ichi -125 Address: 4L 6o 5, Ill S-r PIA LETti l<W I L- -Y4- 'WA 1616 e'' Phone No.: ( i] 32.1.4 > 0106 State Contractor's License No. 146 r Ml( * .I. I L F Now Rainier Ave S(SR 167)Improvements Project Subcontractor List Form Phase I: Shattuck Avc S Stormwater Bypass July 2009 Page 39 Subcontractor List Form Provided to Builders Exchange of WA, Inc. For usage Conditions Agreement see www.bxwa.com-Always Verify Scale *1011101 '411101- Bid Item(s): Subcontractor Name: Address: Phone No.: State Contractor's License No. Bid Item(s): Subcontractor Name: Address: Phone No.: State Contractor's License No. Bid Item(s): Subcontractor Name: Address: Phone No.: State Contractor's License No. Signature of Authorized Representative of$id er Subscribed and sworn to be before me on this 17 day of - • /00q. oUISEAP. si on '�O 4 oF F-to).`. Notary Public in and for the State of Washington ‘AOTARk Notary(Print) Li 0 ►—UI,L '�ref'6b-� oSUBLI :02 Residing at 10u Alv Y'vt V A F • ?4 20�. 4, rWASN;NG�•�`�� My appointment expires: 67 /01 Rainier Ave S(SR 167)Improvements Project Subcontractor List Form Phase I: Shattuck Ave S Stormwater Bypass July 2009 Page 40 Provided to Builders Exchange of WA, Inc. For usage Conditions Agreement see www.bxwa.com-Always Verify Scale , F , BID BOND FORM Herewith find deposit in the form of a certified check,cashier's check,cash,or bid bond in the amount of $ which amount is not less than five percent(5%)of the total bid. Signature Know All Men by These Presents: . That we, Gary Merlino Construction Company, Inc. ,as Principal,and Travelers Casualty and* as Surety,are held and firmly bound unto the City of Renton,as Obligee,in the penal sum of Five Percent (5%) of Bid Amount---dollars,for the payment of which the Principal and the Surety bind themselves,their heirs,executors,administrators,successors and assigns,jointly and severally,by these presents. *Surety Company of America The condition of this obligation is such that if the Obligee shall make any award to the Principal for Rainier Ave S (SR 167)** according to the terms of the proposal or bid made by the Principal therefor,and the Principal shall duly make and enter into a contract with the Obligee in accordance with the terms of said proposal or bid and award and shall give bond for the faithful performance thereof,with Surety or Sureties approved by the Obligee;or if the Principal shall,in case of failure to do so,pay and forfeit to the Obligee the penal amount of the deposit specified in the call for bids,then this oblirtation \\\,`��,,,,i„,,,, �, shall be null and void;otherwise it shall be and remain in full force and effect and the Surety shall pNST forthwith pay and forfeit to the Obligee,as penalty and liquidated damages,the amount of this bond. O C',,,,,��..�•• Cl•%; **Improvements Project Phase 1: Shattuck Ave S Stormwater Bypass �� ° ' =R �•�,;� ' Federal Aid Number: ARRA-0167(044) , Project No. CAG-09-125 4,1.J - 0 !!c� -� n II: QC7A Signed,sealed and dated this 17th day of Julie//:;12 r 0 09 : y `; Garyr t- c r ompany, Inc.=(S.; � c'`.h Zs =;� 19€'3 o': -� Lt C s G \\' '•' Principal Gw►euE OL.-%vt ) vt _�St Hl�l 'C Travelers Casualty and S ety Company of Am ra�oia,,,,t�' Surety Jill A. Boyle, Atorney-in-Fact Received return of deposit in the sum of$ Rainier Are S(Sit 167)Improvements Project Bid Bond Form Phase 1: Shattuck Ave S Slnnnwaler Bypus.s July 2n(19 Provided to Builders Exchange of WA,Inc.For usage Conditions Agreement see ww.bxwa.com-Always Verify Scale 9 • 4 WARNIN^•THIS POWER OF ATTORNEY IS INVALID WITHOUT THE Rr,BORDER AA► t`.► POWER OF ATTORNEY Nomrse _ TRAVELERSJ Farmington Casualty Company St.Paul Guardian Insurance Company Fidelity and Guaranty Insurance Company St.Paul Mercury Insurance Company Fidelity and Guaranty Insurance Underwriters,Inc. Travelers Casualty and Surety Company Seaboard Surety Company Travelers Casualty and Surety Company of America St.Paul Fire and Marine Insurance Company United States Fidelity and Guaranty Company Attorney-In Fact No. 221117 Certificate No. 0 0 2 9 3 9 6 9 7 KNOW ALL MEN BY THESE PRESENTS:That Seaboard Surety Company is a corporation duly organized under the laws of the State of New York,that St.Paul Fire and Marine Insurance Company,St.Paul Guardian Insurance Company and St.Paul Mercury Insurance Company are corporations duly organized under the laws of the State of Minnesota,that Farmington Casualty Company,Travelers Casualty and Surety Company,and Travelers Casualty and Surety Company of America are corporations duly organized under the laws of the State of Connecticut,that United States Fidelity and Guaranty Company is a corporation duly organized under the laws of the State of Maryland,that Fidelity and Guaranty Insurance Company is a corporation duly organized under the laws of the State of Iowa,and that Fidelity and Guaranty Insurance Underwriters,Inc.is a corporation duly organized under the laws of the State of Wisconsin(herein collectively called the"Companies"),and that the Companies do hereby make,constitute and appoint Carl Newman, Deanna M.Meyer,Karen P. Dever,Jill A.Boyle,Stuart A.O'Farrell,Susan B.Larson,Scott Fisher,Lillian Tse,Kara N.Harmala,and Benjamin L.Wolfe of the City of Bellevue ,State of Washington ,their true and lawful Attorney(s)-in-Fact, each in their separate capacity if more than one is named above,to sign,execute,seal and acknowledge any and all bonds,recognizances,conditional undertakings and other writings obligatory in the nature thereof on behalf of the Companies in their business of guaranteeing the fidelity of persons,guaranteeing the performance of contracts and executing or guaranteeing bonds and undertakings required or permitted in any actions or proceedings allowed by law. IN WITNESS WHEREOF,the Companies have caused this instrument to be signed and their corporate seals to be hereto affixed,this 15th day of April 2009 Farmington Casualty Company St.Paul Guardian Insurance Company Fidelity and Guaranty Insurance Company St.Paul Mercury Insurance Company Fidelity and Guaranty Insurance Underwriters,Inc. Travelers Casualty and Surety Company Seaboard Surety Company Travelers Casualty and Surety Company of America St.Paul Fire and Marine Insurance Company United States Fidelity and Guaranty Company oAsu, TV . ,t,> ,,u r (� �. q is-E.414, t TY FIri \�N.LRS(, '+•X34"•u, 0.-TY qty % O Oar b ? ]F r .\.!,,,_!..L,4,.,,,q jP ........'Qq` gJ O,p NFQWREJyY'WO �` �a 6 9 .„LOa PO4: 'j' p G '� 0 3t' • fin NCOflVdggTfp-• i � m �t je: aeoRq ��n: o s Zb•s, 1977 E 1927 g h — f °°-._T �` W HARTFORD : 6 1982 o Wf. ,..,—; 1951 n R1:41.,:: �i of Y a �.,. .„ CONN AL:D 'm d ...... tatl > .0:1 £ N B Aa r� Ni �9 � OF '��Fnr+c �'•'•.... a s ar .rte` a,. �Np ,Z:2:!,, !S ...*a b! OS t '�/AHS" *'I State of Connecticut By: e City of Hartford ss. Georg- Thompson. 'en or ice President On this the 15th day of April 2009 , before me personally appeared George W. Thompson, who acknowledged himself to be the Senior Vice President of Farmington Casualty Company, Fidelity and Guaranty Insurance Company,Fidelity and Guaranty Insurance Underwriters, Inc.,Seaboard Surety Company,St.Paul Fire and Marine Insurance Company,St.Paul Guardian Insurance Company,St.Paul Mercury Insurance Company,Travelers Casualty and Surety Company,Travelers Casualty and Surety Company of America, and United States Fidelity and Guaranty Company,and that he,as such,being authorized so to do,executed the foregoing instrument for the purposes therein contained by signing on behalf of the corporations by himself as a duly authorized officer. JON In Witness Whereof,I hereunto set my hand and official seal. / TAIP'% �.(�► C . My Commission expires the 30th day of June,2011. Tir PUS IA As* Marie C.Tetreault,Notary Public 58440-5-07 Printed in U.S.A. WARNING:THIS POWER OF ATTORNEY IS INVALID WITHOUT THE RED BORDER 4 WARNIh'-- THIS POWER OF ATTORNEY IS INVALID WITHOUT THE Rr^<g RDER This Power of Attorney is granted under and by the ority of the following resolutions adopted by the Boards N11110.ectors of Farmington Casualty Company,Fidelity and Guaranty Insurance Company, Fidelity and Guaranty Insurance Underwriters, Inc., Seaboard Surety Company, St. Paul Fire and Marine Insurance Company, St. Paul Guardian Insurance Company, St. Paul Mercury Insurance Company,Travelers Casualty and Surety Company,Travelers Casualty and Surety Company of America,and United States Fidelity and Guaranty Company,which resolutions are now in full force and effect,reading as follows: RESOLVED,that the Chairman, the President,any Vice Chairman,any Executive Vice President, any Senior Vice President, any Vice President, any Second Vice President,the Treasurer,any Assistant Treasurer,the Corporate Secretary or any Assistant Secretary may appoint Attorneys-in-Fact and Agents to act for and on behalf of the Company and may give such appointee such authority as his or her certificate of authority may prescribe to sign with the Company's name and seal with the Company's seal bonds,recognizances,contracts of indemnity,and other writings obligatory in the nature of a bond,recognizance,or conditional undertaking,and any of said officers or the Board of Directors at any time may remove any such appointee and revoke the power given him or her;and it is FURTHER RESOLVED,that the Chairman,the President,any Vice Chairman,any Executive Vice President,any Senior Vice President or any Vice President may delegate all or any part of the foregoing authority to one or more officers or employees of this Company,provided that each such delegation is in writing and a copy thereof is filed in the office of the Secretary;and it is FURTHER RESOLVED,that any bond,recognizance,contract of indemnity,or writing obligatory in the nature of a bond,recognizance,or conditional undertaking shall be valid and binding upon the Company when(a)signed by the President,any Vice Chairman,any Executive Vice President,any Senior Vice President or any Vice President,any Second Vice President,the Treasurer,any Assistant Treasurer,the Corporate Secretary or any Assistant Secretary and duly attested and sealed with the Company's seal by a Secretary or Assistant Secretary;or(b)duly executed(under seal,if required)by one or more Attorneys-in-Fact and Agents pursuant to the power prescribed in his or her certificate or their certificates of authority or by one or more Company officers pursuant to a written delegation of authority; and it is FURTHER RESOLVED,that the signature of each of the following officers:President,any Executive Vice President,any Senior Vice President,any Vice President, any Assistant Vice President, any Secretary, any Assistant Secretary, and the seal of the Company may be affixed by facsimile to any power of attorney or to any certificate relating thereto appointing Resident Vice Presidents,Resident Assistant Secretaries or Attorneys-in-Fact for purposes only of executing and attesting bonds and undertakings and other writings obligatory in the nature thereof,and any such power of attorney or certificate bearing such facsimile signature or facsimile seal shall be valid and binding upon the Company and any such power so executed and certified by such facsimile signature and facsimile seal shall be valid and binding on the Company in the future with respect to any bond or understanding to which it is attached. I,Kori M.Johanson,the undersigned,Assistant Secretary,of Farmington Casualty Company,Fidelity and Guaranty Insurance Company,Fidelity and Guaranty Insurance Underwriters, Inc., Seaboard Surety Company, St. Paul Fire and Marine Insurance Company, St. Paul Guardian Insurance Company, St. Paul Mercury Insurance Company,Travelers Casualty and Surety Company,Travelers Casualty and Surety Company of America,and United States Fidelity and Guaranty Company do hereby certify that the above and foregoing is a true and correct copy of the Power of Attorney executed by said Companies,which is in full force and effect and has not been revoked. •V-i �-y IN TESTIMONY WHEREOF,I have hereunto set my hand and affixed the seals of said Companies this k day of 3 [ i ,20 Li"t J Kori M.Johans Assistant Secretary ,�t 1 y,.! SUREF `°F,RE� P fY AN° _c�1TY pASU,� �y9� . �' Y SRN...NSG p�INSUA,v4 gJ 8G , 01)too, f°�''y � �T 'k �' 'r; CORPort�>f's ?�'pPORAT'Pt ° t e � #' g n mow 1927 g m �r W t 1982 0 h��� �n ti z t .n: HARTFORD, ���� 1896 i �. S; 1977/ E 1951 ' ,J+ � n �t o CONN n CONN. 8 N � cn' a t # �. ��°. ��.,SEAL,�o} �d:SEAL:�D 'm r° ,�i �! bey. FHa • , 9`�OFNEW ''„�<�r,�c c '.ts:i J o4r..........*aa syf aaa . +?�' �t/1 AIN To verify the authenticity of this Power of Attorney,call 1-800-421-3880 or contact us at www.travelersbond.com.Please refer to the Attorney-In-Fact number,the above-named individuals and the details of the bond to which the power is attached. WARNING:THIS POWER OF ATTORNEY IS INVALID WITHOUT THE RED BORDER J City of Renton Contract Documents for Rainier Ave S (SR 167) Improvements Project Phase 1: Shattuck Ave S Stormwater Bypass III. PROJECT PROPOSAL Project: Rainier Ave S (SR 167) Improvements Project Phase 1: Shattuck Ave S Stormwater Bypass Project No. CAG-09-125 Gary`"1 Meno Construction Co., Inc. C)t Address: 1 2 5 — 1 O AVE, SO SE � WA Ga 108 Phone No: ( ) 7(02-- 9) 2'S Fax No: (1-0(0)-7(c,3— L//-7 q02 20, 35 Bid Amount: $ Provided to Builders Exchange of WA, Inc. For usage Conditions Agreement see www.bxwa.com-Always Verify Scale Awe Nem, BIDDER'S CHECKLIST 1. / PROJECT PROPOSAL COVER SHEET 2. ` BIDDER'S CHECKLIST 3. PROPOSAL FORM 4. ✓ SCHEDULE OF PRICES 5. ACKNOWLEDGEMENT OF RECEIPT OF ADDENDA 6. ✓ BID BOND FORM 7. " CERTIFICATION FOR FEDERAL-AID CONTRACTS 8. CERTIFICATION OF EQUAL EMPLOYMENT OPPORTUNITY REPORT 9. NON-COLLUSION DECLARATION 10. f NON-COLLUSION AND DEBARMENT AFFIDAVIT 1 1. ✓ ASSIGNMENT OF ANTITRUST CLAIMS 12. `� MI_NIMUM WAGE AFFIDAVIT FORM 13. ' DISADVANTAGED BUSINESS ENTERPRISE UTILIZATION CERTIFICATION 14. SUBCONTRACTOR LIST FORM The above documents must be executed by the Contractor's President, Vice-President, and Secretary if corporation by-laws permit. All pages must be signed. In the event another person has been duly authorized to execute contracts, a copy of the corporation minutes establishing this authority must be attached to the bid document. Rainier Ave S(SR 167)Improvements Project Bidder's Checklist Phase I: Shattuck Ave S Stormw•ater Bypass July 7009 Provided to Builders Exchange of WA, Inc. For usage Conditions Agreement see www.bxwa.com-Always Verify Scale 'Shoe' ,vonse CITY OF RENTON Rainier Ave S (SR 167)Improvements Project Phase I: Shattuck Ave S Stormwater Bypass Federal Aid Number: ARRA-0167(044) PROPOSAL TO THE CITY OF RENTON RENTON,WASHINGTON Ladies and/or Gentlemen: The undersigned hereby certify that the bidder has examined the site of the proposed work and has read and thoroughly understands the plans, specifications,and contract governing the work embraced in this improvement, and the method by which payment will be made for said work, and hereby propose to undertake and complete the work embraced in this improvement, or as much thereof as can be completed with the money available, in accordance with the said plans, specifications and contract,and the following schedule of rates and prices. (Note: Unit prices for all items,all extensions, and total amount of bid shall be shown. Show unit prices in figures only.) Printed Name: G `'t E tcY---) V Signature: •� Address: q(Z5 - i O AVE. . W A ci 0ft, Names of Members of Partnership: Or Name of President of Corporation G y E12L.1 1.)O Name of Secretary of Corporation /la\ANE Corporation Organized under the laws of \\f A S+rIfQ with main office in State of Washington at 6412-S— ICI AVE. 7p - e-Arf.E I WA. 8i O8 Rainier Ave S(SR 167)Improvements Project Proposal ('hese 1: Shattuck Ace S Stormvvatcr Bypass July 201)9 Provided to Builders Exchange of WA,Inc. For usage Conditions Agreement see www.bxwa.com-Always Verify Scale SCHEDULE OF PRICES UNIT PRICES FOR ALL ITEMS,ALL EXTENSIONS AND TOTAL AMOUNT OF BID SHALL BE SHOWN. ALL ENTRIES SHALL BE WRITTEN IN INK OR TYPED TO VALIDATE BID. (NOTE:SHOW PRICE PER UNIT IN FIGURES ONLY.FIGURES WRITTEN TO THE RIGHT OF THE DOT(DECIMAL)IN THE PRICE PER UNIT COLUMN SHALL BE INTERPRETED AS CENTS) ITEM SPEC. TOTAL PRICE PER TOTAL AMOUNT NO. ITEM NO. UNIT UNIT QUANTITY (DOLLARS) DOLLARS SCHEDULE A 1 MINOR CHANGE 1-04 CALC 1 $ 5,000.00 $ 5,000.00 2 CONTRACTOR SUPPLIED SURVEYING 1-05 L.S. 1 IO,000, t 0,000 3 SPCC PLAN 1-07 L.S. 1 Go cJOV Goo. — 4 ARCHAEOLOGICAL AND HISTORICAL 1-07 EST. 1 $ 25,000.00 $ 25,000.00 SALVAGE 5 PEDESTRIAN CONTROL AND 1-07 L.S. 1 5,000,o= 5,oo0 PROTECTION 6 HIGH VISIBILITY FENCE 1-08 L.F. 8762oo 522. 7 MOBILIZATION 1-09 L.S. 1 t74,00D,o_ 17(4. coo 8 PROJECT TEMPORARY TRAFFIC 1-10 L.S. °p CONTROL 1 ZS,oao,-- 2S�oeO 9 UTILITY POTHOLING 1-17 EST. 1 $ 25,000.00 $ 25,000.00 10 RESOLUTION OF UTILITY CONFLICTS 1-17 EST. 1 $ 50,000.00 $ 50,000.00 11 CLEARING AND GRUBBING 2-01 ACRE 0.03 Z5,aco.°= b 7S -' 12 ROADSIDE CLEANUP 2-01 EST. 1 $ 10,000.00 $ 10,000.00 13 REMOVAL OF STRUCTURES AND 2-02 L.S. 1 50,000,0.3- �j 0 ou O OBSTRUCTION 14 REMOVING CEMENT CONC.SIDEWALK 2-02 S.Y. 328 /0, ob 3, 2 O Rainier Ave S(SR 167)Improvements Project Schedule of Prices,Addendum No.3 Phase 1:Shattuck Ave S Stormwater Bypass Page 1 of 8 July 2009 Page 3 Schedule of Prices Provided to Builders Exchange of WA, Inc. For usage Conditions Agreement see www.bxwa.com-Always Verify Scale SCHEDULE OF PRICES UNIT PRICES FOR ALL ITEMS,ALL EXTENSIONS AND TOTAL AMOUNT OF BID SHALL BE SHOWN. ALL ENTRIES SHALL BE WRITTEN IN INK OR TYPED TO VALIDATE BID. (NOTE:SHOW PRICE PER UNIT IN FIGURES ONLY.FIGURES WRITTEN TO THE RIGHT OF THE DOT(DECIMAL)IN THE PRICE PER UNIT COLUMN SHALL BE INTERPRETED AS CENTS) ITEM SPEC. TOTAL PRICE PER TOTAL AMOUNT NO. ITEM NO. UNIT UNIT QUANTITY (DOLLARS) DOLLARS SCHEDULE A 15 REMOVING ASPHALT CONC. 2-02 S.Y. 2,869 (.p oo I-1 Z1 PAVEMENT 1 y REMOVING CEMENT CONC.CURB AND . oo — 16 GUTTER 2-02 L.F. 450 5 Z .ZS 2 17 ABANDON AND FILL STORM DRAIN 2-02 L.F. 48015,bo "J pD — PIPEt 18 REMOVING CHAIN LINK FENCE 2-02 L.F. 60 ,S,o0 300 2-0 19 SAWCUTTING 2-02 L.F. 2,830 � , — 3, 35(c. 20 ROADWAY EXCAVATION INCL. HAUL 2-03 C.Y. 1,024 25,00 'ZS,6o o 21 ABANDONMENT OF MONITORING 2-05 EACH 3 1 �SoO �-= (+1 sop WLSSTRUCTURE EXCAVATION CLASS A 2-09 C.Y. 113 Ob — 22 INCL. HAUL �0�'" (of78o 23 SHORING OR EXTRA EXCAVATION CL. 2-09 L.S. 1 21500,- 2.1 S bO — 24 STRUCTURE EXCAVATION CLASS B 2-09 C.Y. 4,977rj o0 24 $Q)5 INCL. HAUL I 25 SHORING OR EXTRA EXCAVATION 2-09 S.F. 19,246 SO (o'j,?j CLASS B C CONSTRUCTION GEOTEXTILE FOR ...., OD Q 26 SEPARATION 2-12 S.Y. 4,563 , , — 1 l 12-to 27 CRUSHED SURFACING TOP COURSE 4-04 TON 949 311,x° 35 113 — 28 PLANING BITUMINOUS PAVEMENT 5-04 S.Y. 1,560 `rt C+� Cot 2-40 Rainier Ave S(SR 167)Improvements Project Schedule of Prices,Addendum No.3 Phase 1:Shattuck Ave S Stormwater Bypass Page 2 of 8 July 2009 Page 4 Provided to Builders Exchange of WA, Inc. For usage Conditions Agreement see www.bxwa.com-Always Verify Scale ,..r, v✓` SCHEDULE OF PRICES UNIT PRICES FOR ALL ITEMS,ALL EXTENSIONS AND TOTAL AMOUNT OF BID SHALL BE SHOWN. ALL ENTRIES SHALL BE WRITTEN IN INK OR TYPED TO VALIDATE BID. (NOTE:SHOW PRICE PER UMT IN FIGURES ONLY.FIGURES WRITTEN TO THE RIGHT OF THE DOT(DECIMAL)IN THE PRICE PER UNIT COLUMN SHALL BE INTERPRETED AS CENTS) PRICE PER ITEM ITEM SPEC. UNIT TOTAL UNIT TOTAL AMOUNT NO. NO. QUANTITY DOLLARS (DOLLARS) SCHEDULE A 29 HMA CL. 1/2 IN. PG 64-22 5-04 TON 2,182 80,0° 17(4-1 71 S(o0 — CEMENT CONC. PAVEMENT- 5 05 C.Y. 18 66 3o — INCLUDING DOWELS tO�S� r «'1 IS 31 CONC.CLASS 4000 FOR FOUNDATION 6-02 C.Y. 95 Zoo ,''''-'2 L 9 ,060 32 ST. REINF. BAR FOR FOUNDATION 6-02 LB. 9,322 i d 5° 131 cif33_ 33 UNDERDRAIN PIPE 6 IN.DIAM. 7-01 L.F. 220 /0 r ,6b gr(600— ^7T 34 TESTING STORM SEWER PIPE 7-04 L.F. 1,686 5, 00 8) '{30 CORRUGATED POLYETHYLENE STORM 7 04 L.F. 432 00 35 25 �j20 SEWER PIPE 12 IN. DIAM. ��. 36 CORRUGATED POLYETHYLENE STORM 7-04 L.F. 39 `j0,00 3,510 — SEWER PIPE 18 IN. DIAM. ,/ — 37 CORRUGATED POLYETHYLENE STORM '7-04 L.F. 1,139 Zr7D, 2.&'1 7s/SEWER PIPE 48 IN. DIAM. 38 DUCTILE US AM IRON STORM SEWER PIPE 12 7-04 L.F. 81 6% bl 1 C70 I3O, — 39 CONCRETE INLET 7-05 EACH 4 i t500,62- 4PI 000 40 CATCH BASIN TYPE 1 7-05 EACH 9 1 1560,68- 13155oo 41 CATCH BASIN TYPE 2 48 IN. DIAM. 7-05 EACH 3 21 560,62- 7(5730 42 CATCH BASIN TYPE 2 72 IN. DIAM. 7-05 EACH 1 5f 006,oo S 000 Rainier Ave S(SR 167)Improvements Project Schedule of Prices,Addendum No.3 Phase I:Shattuck Ave S Stormwater Bypass Page 3 of 8 July 2009 Page 5 Provided to Builders Exchange of WA, Inc. For usage Conditions Agreement see www.bxwa.com-Always Verify Scale SCHEDULE OF PRICES UNIT PRICES FOR ALL ITEMS,ALL EXTENSIONS AND TOTAL AMOUNT OF BID SHALL BE SHOWN. ALL ENTRIES SHALL BE WRITTEN IN INK OR TYPED TO VALIDATE BID. (NOTE:SHOW PRICE PER UNIT IN FIGURES ONLY.FIGURES WRITTEN TO THE RIGHT OF THE DOT(DECIMAL)IN THE PRICE PER UNIT COLUMN SHALL BE INTERPRETED AS CENTS) PRICE PER ITEM ITEM SPEC. UNIT TOTAL UNIT TOTAL AMOUNT NO. NO. QUANTITY DOLLARS (DOLLARS) SCHEDULE A '/ 43 CATCH BASIN TYPE 2 84 IN. DIAM. 7-05 EACH 7 ' 7 &. i 49(000 CAT44 CAS H BASIN TYPE 2 84 IN. DIAM.WITH 7-05 EACH 2 I 2-1506.62- 25, 0 U O 45 ABANDON EXISTING MANHOLE 7-05 EACH 2 1 1000,0 OD U 46 CONNECTION TO DRAINAGE 7-05 EACH 6 — STRUCTURE SUO, — 3, 000 47 CONNECTION TO EXISTING MANHOLE 7-05 EACH 2 ),SOO too 3r Ovp CONNECT STRUCTURE TO EXISTING 600.° coo — 48 PIPE 7 05 EACH 9 49 ADJUST MANHOLE 7-05 EACH 7 G00,Go ;5o0 50 MANHOLE 48 IN. DIAM.TYPE SANITARY 7-05 EACH 3 31200,00 q, 66o 51 SANITARY MANHOLE EXTRA SHALLOW 7-05 EACH 1 Z Sob Z SO TYPE C ( / 52 ADJUST CATCH BASIN 7-05 EACH 1 500,GD SOO 53 LOCKING SOLID METAL COVER AND 7-05 EACH 1 LIED a' L/S'p FRAME FOR CATCH BASIN 54 ADJUST VALVE BOX 7-05 EACH 8000 4f Sao, -- — — 55 DEWATERING 7-06 L.S. 1 !- 40,010,61-°— SO,ODO 56 BANK RUN GRAVEL FOR TRENCH 7-09 C.Y. 1,500 ' 00 64 00c7 BACKFILL 3`/�I Rainier Ave S(SR 167)Improvements Project Schedule of Prices,Addendum No.3 Phase 1:Shattuck Ave S Stormwater Bypass Page 4 of 8 July 2009 Page 6 Provided to Builders Exchange of WA, Inc. For usage Conditions Agreement see www.bxwa.com-Always Verify Scale N,rr ,.rr" SCHEDULE OF PRICES UNIT PRICES FOR ALL ITEMS,ALL EXTENSIONS AND TOTAL AMOUNT OF BID SHALL BE SHOWN. ALL ENTRIES SHALL BE WRITTEN IN INK OR TYPED TO VALIDATE BID. (NOTE:SHOW PRICE PER UNIT IN FIGURES ONLY.FIGURES WRITTEN TO THE RIGHT OF THE DOT(DECIMAL)IN THE PRICE PER UNIT COLUMN SHALL BE INTERPRETED AS CENTS) ITEM SPEC. TOTAL PRICE PER TOTAL AMOUNT NO. ITEM UNIT UNIT NO. QUANTITY (DOLLARS) DOLLARS SCHEDULE A 57 HYDRANT ASSEMBLY 7-14 EACH 1 (or tom, (0,060 WATER SERVICE AND CONNECTION TO 7 15 EACH 12 Z60,co 58 `�� EXISTING MAIN t `I', �O 59 TELEVISION INSPECTION 7-17 L.S. 15r Opp.S 5, 0 O 60 TEMPORARY BYPASS PUMPING 7-17 L.S. 1 5,000,- .5, D0c 61 PVC SANITARY SEWER PIPE 8 IN. DIAM. 7-17 L.F. 173 `75 60 1 ZI 915 62 ESC LEAD 8-01 DAY 8050,od- 4-, 000 PERMANENT EROSION CONTROL 8-01 S.Y. 267 60 63 BLANKET 8, _ Zc( 3� .- 64 INLET PROTECTION 8-01 EACH 21 V301(%) 21-13 D 65 EROSION/WATER POLLUTION 8-01 EST. 1 $ 25,000.00 $ 25,000.00 CONTROL 66 BARK OR WOOD CHIP MULCH 8-02 C.Y. 72 4 60 --2.I (agO , 67 TOPSOIL TYPE A 8-02 C.Y. 144 40162- Sr-760 PSIPE-68 HATSUP"OSA RUGOSA"FRU DAGMAR 8-02 EACH 502 /0,DO St 0 2.0- 69 PSIPE-MAHONIA NEROSA 8-02 EACH 590 / 7 a /0/ o3 0 70 PSIPE-SESLARIA AUTUMNALIS 8-02 EACH 370 / 2-r- 44 L1[/0 Rainier Ave S(SR 167)Improvements Project Schedule of Prices,Addendum No.3 Phase 1:Shattuck Ave S Stormwater Bypass Page 5 of 8 July 2009 Page 7 Provided to Builders Exchange of WA, Inc. For usage Conditions Agreement see www.bxwa.com-Always Verify Scale SCHEDULE OF PRICES UNIT PRICES FOR ALL ITEMS,ALL EXTENSIONS AND TOTAL AMOUNT OF BID SHALL BE SHOWN. ALL ENTRIES SHALL BE WRITTEN IN INK OR TYPED TO VALIDATE BID. (NOTE:SHOW PRICE PER UNIT IN FIGURES ONLY.FIGURES WRITTEN TO THE RIGHT OF THE DOT(DECIMAL)IN THE PRICE PER UNIT COLUMN SHALL BE INTERPRETED AS CENTS) ITEM SPEC. TOTAL PRICE PER TOTAL AMOUNT NO. ITEM UNIT UNIT NO. QUANTITY (DOLLARS) DOLLARS SCHEDULE A CE71 GUENT CONC.TRAFFIC CURB AND 8-04 L.F. 1,206 35, 02 4 Z/ZI Q 72 CEMENT CONC. PEDESTRIAN CURB 8-04 L.F. 16 55r0n 86o 73 TYPE A PRECAST TRAFFIC CURB 8-04 L.F. 54 20,a f `(0 b 0 TYPE CEMENT CONC. DRIVEWAY ENTRANCE 8-06 S.Y. 88 60— 74 el 2)6O IoO , CEMENT CONC. DRIVEWAY ENTRANCE CO - 75 TYPE B 8-06 S.Y. 42 100,- 4 ZOO CEMEN76 TYPE CT CONC. DRIVEWAY ENTRANCE 8-06 S.Y. 235 100 ,o= 2-31900 77 CHAIN LINK FENCE TYPE 6 8-12 L.F. 31 7,6' 2 837 78 END,GATE,CORNER,AND PULL POST 8_12 EACH 4 ZZrj 6a 9 00 — FOR CHAIN LINK FENCE r — 79 MONUMENT CASE AND COVER 8-13 EACH 3 550,oG l((p Sp — 80 ADJUST MONUMENT CASE AND COVER 8-13 EACH 2 5 00 i o% \ i 000 81 CEMENT CONC. SIDEWALK 8-14 S.Y. 466 45,`).2- 2-0 9?o 82 CEMENT CONC. SIDEWALK RAMP TYPE 8-14 EACH 3 Soo 4n LII c o — 83 CEMENT CONC. SIDEWALK RAMP TYPE 8-14 EACH 4 I (560.- (0(000 CEMENT CONC. SIDEWALK RAMP TYPE 8-14 EACH 3 ((�j00 G0 Ll Sb6 , r t Rainier Ave S(SR 167)Improvements Project Schedule of Prices,Addendum No.3 Phase 1:Shattuck Ave S Stormwater Bypass Page 6 of 8 July 2009 Page 8 Provided to Builders Exchange of WA, Inc. For usage Conditions Agreement see www.bxwa.com-Always Verify Scale SCHEDULE OF PRICES UNIT PRICES FOR ALL ITEMS,ALL EXTENSIONS AND TOTAL AMOUNT OF BID SHALL BE SHOWN. ALL ENTRIES SHALL BE WRITTEN IN INK OR TYPED TO VALIDATE BID. (NOTE:SHOW PRICE PER UNIT IN FIGURES ONLY.FIGURES WRITTEN TO THE RIGHT OF THE DOT(DECIMAL)IN THE PRICE PER UNIT COLUMN SHALL BE INTERPRETED AS CENTS) ITEM SPEC. TOTAL PRICE PER TOTAL AMOUNT NO. ITEM UNIT UNIT NO. QUANTITY (DOLLARS) DOLLARS SCHEDULE A 85 QUARRY SPALLS 8-15 TON 865 3(9,°-°- 31, 14'Z,- 86 CONC.SLOPE PROTECTION WITH 8_16 S.Y. 89 70, - (00 SI (?j6 - EMBEDDED ROCK 87 ILLUMINATION SYSTEM 8-20 L.S. 1 2-•I6b0I9- Zia 88 SERVICE CABINET 8-20 EACH 1 (liCef - k 2 00 o 89 HEIGHT DETECTION WARNING SYSTEM 8-20 L.S. 1 L1Olo00 b 40,c60 90 RELOCATING EXISTING LUMINAIRE 8-20 EACH 1 141500,fa t( S00 91 SACRIFICIAL BEAM 8-21 L.S. 1 q01006,64 gb,663 92 HEIGHT DETECTION STRUCTURE 8-21 L.S. 1 64000,6° G5,000 93 PERMANENT SIGNING 8-21 L.S. 1101006,OD t Ot ODS 94 REMOVING SIGN STRUCTURE SHAFT 8-21 EST. 1 $ 10,000.00 $ 10,000.00 OBSTRUCTIONS 95 PAINT LINE 8-22 L.F. 458 I ZD 60 96 PLASTIC CROSSWALK LINE 8-22 S.F. 154 COQ OD 974 97 PLASTIC STOP LINE 8-22 L.F. 116 7, 00 P:1i Z 98 ROCK FOR ROCK WALL 8-24 TON 6 SOO,00 3. ObD Rainier Ave S(SR 167)Improvements Project Schedule of Prices.Addendum No.3 Phase I:Shattuck Ave S Stormwater Bypass Page 7 of 8 July 2009 Page 9 Provided to Builders Exchange of WA, Inc. For usage Conditions Agreement see www.bxwa.com-Always Verify Scale SCHEDULE OF PRICES UNIT PRICES FOR ALL ITEMS,ALL EXTENSIONS AND TOTAL AMOUNT OF BID SHALL BE SHOWN. ALL ENTRIES SHALL BE WRITTEN IN INK OR TYPED TO VALIDATE BID. (NOTE:SHOW PRICE PER UNIT IN FIGURES ONLY.FIGURES WRITTEN TO THE RIGHT OF THE DOT(DECIMAL)IN THE PRICE PER UNIT COLUMN SHALL BE INTERPRETED AS CENTS) ITEM SPEC. TOTAL PRICE PER TOTAL AMOUNT NO. ITEM NO. UNIT UNIT QUANTITY (DOLLARS) DOLLARS SCHEDULE A 99 BOLLARD TYPE 1 8-26 EACH 5 t ,200' 00 (I OOO - 100 FIELD OFFICE BUILDING 8-27 L.S. 1 1010cOtu- (O1 000 101 RELOCATING HISTORICAL MARKER 8-28 EACH 1 500,E SOQ — 102 INU�AM IRON STORM SEWER PIPE 18 7-04 L.F. 34 i �j5`0 L4�59 o 103 OVERFLOW RISER WITH SHEAR GATE, 7-05 EACH 1 Z-1500. VY 2 SDS 18 18 IN. DIAM. i 104 GRAVEL BORROW INCL. HAUL 2-03 TON 3608 t� Co f i Ou - 105 RAISED PAVEMENT MARKER TYPE 1 8-09 HUND 3 2 Z!i,00 (07S- 106 RAISED PAVEMENT MARKER TYPE 2 8-09 HUND 1L f�t 46b • — SCHEDULE SUBTOTAL= $ ,1$81)���,60 Rainier Ave S(SR 167)Improvements Project Schedule of Prices,Addendum No.3 Phase 1.Shattuck Ave S Stormwater Bypass Page 8 of 8 July 2009 Page 10 Provided to Builders Exchange of WA, Inc. For usage Conditions Agreement see www.bxwa.com-Always Verify Scale SCHEDULE OF PRICES UNIT PRICES FOR ALL ITEMS,ALL EXTENSIONS AND TOTAL AMOUNT OF BID SHALL BE SHOWN. ALL ENTRIES SHALL BE WRITTEN IN INK OR TYPED TO VALIDATE BID. (NOTE:SHOW PRICE PER UNIT IN FIGURES ONLY.FIGURES WRITTEN TO THE RIGHT OF THE DOT(DECIMAL)IN THE PRICE PER UNIT COLUMN SHALL BE INTERPRETED AS CENTS) ITEM SPEC. TOTAL PRICE PER TOTAL AMOUNT NO. ITEM NO UNIT QUANTITY UNIT (DOLLARS) DOLLARS SCHEDULE B 1B CONDUIT PIPE 3 IN.DIAM. 8-20 L.F. 1,270 1 5,°0 +q 'C50 SCHEDULE B SUBTOTAL= $ l 9/ 050,bb qq "5 WASHINGTON STATE SALES TAX(W.S.S.T)(9.5%)= $ I �� C'' SCHEDULE B SUBTOTAL WITH W.S.S.T.= $ 2.0 a5 I '�5 Rainier Acv S(SR 167;linprovetnents Project Schedule of Prices Phase I:Shatn.ck Ave S Stunmrater 13)pass Page I of I )tdr 2009 Provided to Builders Exchange of WA, Inc. For usage Conditions Agreement see www.bxwa.com-Always Verify Scale `\r/ No, SCHEDULE OF PRICES UNIT PRICES FOR ALL ITEMS,ALL EXTENSIONS AND TOTAL AMOUNT OF BID SHALL BE SHOWN. ALL ENTRIES SHALL BE WRITTEN IN INK OR TYPED TO VALIDATE BID. (NOTE:SHOW PRICE PER UNIT IN FIGURES ONLY.FIGURES WRITTEN TO THE RIGHT OF THE DOT(DECIMAL)IN THE PRICE PER UNIT COLUMN SHALL BE INTERPRETED AS CENTS) PROJECT TOTAL C' SCHEDULE A SUBTOTAL= $ 1/ t L l 43u , �- SCHEDULE B SUBTOTAL WITH W.S.S.T= $ 2.0 a 59 TOTAL PROJECT COST= $ 9 O �Z�0,35 2) Rainier A.e S(SR I 67t improvement.Project Schedule of Price. Phase I.Shattuck Ave S Siormwnter Bypass F'dge I of I Judy 2(X)9 Provided to Builders Exchange of WA, Inc. For usage Conditions Agreement see vwuw.bxwa.com-Always Verify Scale • ACKNOWLEDGEMENT OF RECEIPT OF ADDENDA ACKNOWLEDGEMENT OF RECEIPT OF ADDENDA: NO. Date -7/t5 10 NO. 2-- Date 7/,S coq NO. 3 Date 7/l0/0c'1 Signed Title Ep(.\V�Q-) 'I'cE PESvpt^r"7 Name of Company GARS( NJ 0. (ON s uennoN c0. Z.)G, Address q lZ-S— ell AVE, So. . City/State/Zip Sr�-rrE/ WA , G ti I o8 Telephone (2-06) —762— 91'7- City of Renton State Contractor's Business License# C7 2(v 0(02. License# cikg.rM Ce- i O)11v./ Rainier Ave S(SR 167)Improvements Project Acknou lcdee of Receipt of Addenda Phase 1: Shattuck Ave S Stormuater Bypass July 2009 Provided to Builders Exchange of WA, Inc. For usage Conditions Agreement see www.bxwa.com-Always Verify Scale BID BOND FORM Herewith find deposit in the form of a certified check, cashier's check,cash,or bid bond ' the amount of $_ which amount is not less than five percent(5%)of th- otal bid. Signature n 6/),P- Know All Men by These Presents: L, That we, , as Principal,and as Surety, are held a : firmly bound unto the City of Renton, as Obligee, in the penal sum of dollars, for the payment of which the Principal and the Surety bind themselves, their eirs,executors,administrators, successors and assigns,jointly and severally,by these presents. The condition of this obligation is such that if the •.ligee shall make any award to the Principal for according to e terms of the proposal or bid made by the Principal therefor, and the Principal shall duly make and -titer into a contract with the Obligee in accordance with the terms of said proposal or bid and award a,d shall give bond for the faithful performance thereof, with Surety or Sureties approved by the Obligee•or if the Principal shall, in case of failure to do so,pay and forfeit to the Obligee the penal amount o the deposit specified in the call for bids,then this obligation shall be null and void; otherwise it shal be and remain in full force and effect and the Surety shall forthwith pay and forfeit to the Obligee, as penalty and liquidated damages, the amount of this bond. Signed, sealed and dated this day of , 20 Principal Surety Received return . deposit in the sum of$ Rainier Ave S(SR 167)Improvements Project Bid Bond Form Phase 1: Shattuck Ave S Stormwater Bypass July 2009 Provided to Builders Exchange of WA, Inc. For usage Conditions Agreement see www.bxwa.com-Always Verify Scale e 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: (^) No Federal appropriates funds have:teen paid or wil':Pe pad, by or on behaf the undersigned.to any person for infl e,nc ng or attempting to irfuence an officer or employee of any Federal agency: a Member of Congress. an officer or employee cif Congress, or an employee of a Member of Congress in connection v.7tn the awarding of any Federa°contract, the making of any Federal arrant the riak;ng of any Federal loan,the en:erina into of any cooperative agreement,and the extension. continuation. renewal, aamendment. r modification of any Federal contract,gram,loan or cooperative agreement. (2) :f any funds other than Federal appropriated funds have been.raid or will be paid to any person for influent no or attempting to influence an officer or employee of any Federal agency,a Member of Congress, an officer or employee of Congress,or an envoyee of a f leim._Fer of Congress in connection drill))thss Federa.contract grant,ban,or cooperative agreement, the undersigned shad compAte ant suhriit Standard Fomt-LLL `D.sc_losure Form to Report Lobbying,"it accordance wrt n+t3 instructions. This certification is material representation of the fact upon which reliance was p acee when the transaction was made or enterec nto. Submission of!his ce tifi ae on is a orerea Matte for making or enrenna into this transaction imposed by Section 1a52,Title 31, J.S. Code. Any person who falls to file the required cer ificat on shall be sd.3ject to a civil penalty of not less than $'C.0O3 and no: more than $ rc0.O3D f rr each failure. The crospec try'e participant also agrees submittinc n=.is or her bid or nrc.ccsal that he or she stab regu:re brat the language of this certification be included in a<I lower tier subcontracts.which exceed$10'1300 and that ail such su.'recioienas shall certify and disclose accordingly. Rainier Ave S(SR 167)Improvements Project Certification of Federal-Aid Contracts Phase I: Shattuck Ave S Stormwater Bypass July 2009 Provided to Builders Exchange of WA, Inc. For usage Conditions Agreement see www.bxwa.com-Always Verify Scale saw -*gee CERTIFICATION OF EQUAL EMPLOYMENT OPPORTUNITY REPORT Certification with regard to the Performance of Previous Contracts or Sub-contracts subject to the Equal Opportunity Clause and the filing of Required Reports. The bidder V, proposed subcontractor , hereby certifies that he has 4/, has not_, participated in a previous contract or subcontract subject to,e equal opportunity clause,as required by Executive Orders 10925, 1 1 114 or 11246, and that he has , has not , filed with the Joint Reporting Committee the Director of the Office of Federal Contract Compliance, a Federal Government contracting or administering agency, or the former President's Committee on Equal Employment Opportunity, all reports due under the applicable filing requirements. Gary Merlino Construction Co., inc. (Compa Vzicz By: G w42L+E b —"JE — JUL—( 1�l 2.009 VtCE— t Stve.l Date: (Title) Note: The above certification is required by the Equal Employment Opportunity Regulations of the Secretary of Labor [41 CFR 60-1.7 (b) (1)], and must be submitted by bidders and proposed subcontractors only in connection with contracts and subcontracts which are subject to the equal opportunity clause. Contracts and subcontracts which are exempt from the equal opportunity clause are set forth in 41 CFR 60-1.5. (Generally only contracts or subcontracts of$10,000 or under are exempt.) Cun-ently, Standard Form 100 (EEO-1) is the only report required by the Executive Orders or their implementing regulations. Proposed prime contractors and subcontractors who have participated in a previous contract or subcontract subject to the Executive Orders and have not filed the required reports should note that 41 CFR 60-1.7 (b) (1) (i) prevents the award of contracts and subcontractors unless such contractor submits a report covering the delinquent period or such other period specified by the Federal Highways Administration or by the Director, Office of Federal Contract Compliance, U.S. Department of Labor. Rainier.Ave S(SR 167)Improvements Project Certification of Equal Fmplovement Opportunity Report Phase I: Shattuck Ave S Stornn iter Bypass July 2009 Provided to Builders Exchange of WA, Inc. For usage Conditions Agreement see www.bxwa.com-Always Verify Scale • seri Failure to return this declaration as part of the bid proposal package will make the bid nonresponsive and ineligible for award. NON-COLLUSION DECLARATION 1,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 oerso^( ),firm;association or corporation has (have;not;either d:rectly or indirectly.entered into any agreement, pamcipated in any colt cion:or otherwise taken any action in restraint of free competitive b:dd ng iri connect^+on w+ to the project for which this proposal is submtted. 2. That by signing the signature page of this proposal,I am deemed to have signed and to have agreed to the provisions of this declaration. NOTICE TO ALL BIDDERS To report ricgi^g activities call: 1-800-424-9071 The U.S Department of Transportation(USDOT,1 operates the a-nye tor-free Monday th!rougn Friday, �U a.m.to 5:0:J p.n.,eastern time. Anyone '.cyr edce of possible.bid tiny^in ,bidder collusion. or other fra:.du ent a ctivj.es should use the hotline`to report such activities. The hot'in part of i`_:ci T's continuing effort to de :`y and inves gate h;Cth':ay-construction contract fraud and abase anc S operated unser the d rectict;r of the IS ,O; !n core ,t. -pe neral. ,.I t `�pm -� „n,,til .-ate;d conflertary and Caler ancnym`iy Al be respected. -:.T"> E: Rainier Ave S(SR 167)Improvements Project Non-Collusion Declaration Phase I: Shattuck Ave S Storntwater Bypass July 2009 Provided to Builders Exchange of WA, Inc. For usage Conditions Agreement see www.bxwa.com-Always Verify Scale 'fir✓ Nye NON-COLLUSION AND DEBARMENT AFFIDAVIT a' STATE OF WASHINGTON ) COUNTY OF 1 t.► 1 ) r� /y1 I, the undersigned, an authorized representative of Gary Merlin Construction Coltiine. first duly sworn on oath do hereby certify that said person(s), firm, association or corporation has (have)not, either 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. I further certify that, except as noted below, the firm, associated or corporation or any person in a controlling capacity associated therewith or any position involving the administration of federal funds; is not currently under suspension, debarment, voluntary exclusion,or determination of ineligibility by any federal agency; has not been suspended, debarred, voluntarily excluded or determined ineligible by any federal agency within the past 3 years; does not have a proposed debarment pending; and has not been indicted, convicted, or had a civil judgment rendered against said person, firm, association or corporation by a court of competent jurisdiction in any matter involving fraud or official misconduct within the past 3 years. I further acknowledge that by signing the signature page of the proposal, I am deemed to have signed and have agreed to the provisions of this affidavit. Rainier Ave S(SR 167)Improvements Project—Phase 1: Shattuck Ave S Stormwater Bypass �,Iler1R NN tte of�tbon nc. CC Co.,f Nat . Biii ir is Firm . z..... Signature of Authorized Representative of Bidder GuP,t c—tE ex %VEV-j VI Ce-el 'stpENf' .U`( ri 1 2.009 Date I certify that I know or have satisfactory evidence that 0144--A—,E oe'%uG2. is the person who appeared before me, and said person acknowledged that (he/she) signed this instrument and acknowledged it to be (his/her)free and voluntary act for the uses and purposes mention in the instrument. Dated s3U`-( 1 1 flllllh 441r 4bv S Notary bli ird for the State 4' I& of Washington idine at "5Eorrr t WA WIMP Notary(print): GA 122.`5 /H• L L SI c mootaomm. ow eo �°ve1.�6 My appointment expires: C— 1 --"ZQ t 1 NOTE: ♦ + �` Exceptions wt --c it, re. III). 1 award, but will he considered in determining bidder responsibility. For any exception noted, indicate a 'OF**ne agency,and dates of action. Providing false information may result in criminal prosecution or administrative%j��►IIf Whim��.•`` * A suspending or debarring oTR��'�u� } rant an exception permitting a debarred,suspended,or excluded person to participate in a particular transaction upon a written determination by such official stating the reason(s)for deviating from the Presidential policy established by Executive order 125.49..."(49 CFR Part 29 Section 29.215). * If notarization of proposal takes place outside of Washington State.DELETE WASHINGTON,and enter appropriate State. "* Fill in county where notarization of proposal takes place. "e* Fill in firm name. Rainier Ave S(SR 1671 Improvements Project Non-Collusion Declaration and Debarment Affidavit Phase I: Shattuck.Ave S Stonnwater Bypass Jul-2(1(19 Provided to Builders Exchange of WA, Inc. For usage Conditions Agreement see www.bxwa.com-Always Verify Scale CERTIFICATION RE: ASSIGNMENT OF ANTITRUST CLAIMS TO PURCHASER STATE OF WASHINGTON ) SS COUNTY OF KING ) Vendor and purchaser recognize that in actual economic practice overcharges resulting from antitrust violations are in fact usually borne by the purchaser. Therefore, vendor hereby assigns to purchaser any and all claims for such overcharges as to goods and materials purchased in connection with this order or contract,except as to overcharges resulting from antitrust violations commencing after the date of the bid,quotation,or other event establishing the price under this order or contract. In addition,vendor warrants and represents that each of his suppliers and subcontractors shall assign any and all such claims to purchaser,subject to the aforementioned exception. Rainier Ave S (SR 167)Improvements Project-Phase 1: Shattuck Ave S Stormwater Bypass Name of Project Garylino Construction Co., Inc. Na • : ••ys Firm Signature of Authorized Representative of Bidder Gu`ac��6 o•-.vett, VtGe--FrtESiOE'T c3uL.( 1-7, Zoog Date I certify that I know or have satisfactory evidence that e--"A2-1"4F o`tv°22 is the person who appeared before me, and said person acknowledged that (he/she) signed this instrument and acknowledged it to be (his/her) free and voluntary act for the uses and purposes mentioned in the instrument. Dated '3UL*( ,`�p01N111110,1� Notary Publi in f r the State �`*'*pr N. �V,/►#/// of Washington residing at IJEA-r-n-F r WA IM sown, Notary(print): G /4• (--u^i.f) My appointment expires: �' l 'ZC�1 Rainier Ave S(SR I(,7)Improvements Project Assignment of Antitrust Claims Phase I: Shattuck Ace S Stornivater Bypass July 2009 Provided to Builders Exchange of WA, Inc. For usage Conditions Agreement see www.bxwa.com-Always Verify Scale wry MINIMUM WAGE AFFIDAVIT FORM STATE OF WASHINGTON ) ) SS COUNTY OF KING ) I, the undersigned, having been duly sworn, deposed, say and certify that in connection with the performance of the work of this project, I will pay each classification of laborer, workman, or mechanic employed in the performance of such work, not less than the prevailing rate of wane or not less than the minimum rate of wages as specified in the principal contract; that I have read the above and foregoing statement and certificate, know the contents thereof and the substance as set forth therein, is true to my knowledge and belief. Rainier Ave S (SR 167)Improvements Project-Phase 1: Shattuck Ave S Stormwater Bypass Name of Project Gary Merl Construction Co., Inc. ame 11? Signature o Authorized Representative of Bidder 6.41A2.--‘E b�-Avc j VICE— O'e ENT- Date D't.1LY t 7 t 2-o0c) I certify that I know or have satisfactory evidence that "AZer`e' G"V - is the person who appeared before me, and said person acknowledged that (he/she) signed this instrument and acknowledged it to be (his/her) free and voluntary act for the uses and purposes mentioned in the instrument. Dated .11k-s( 11 1 -O09 / '-2 ---CD114 1!114 • WI M. Lei Notary Public in an the State 4101, .b,,,,"" �iIof Washington residing at S � E.4Trz.C, ln/A f, � � " Notary(print): c lA- ' Y M Ca t n/. tee ie �My appointment expires: C-- l - 2-0( ''h1* s11%. 81, to:I'• ' PN1wASN�``�`� Rainier Ave S(SR 167)Improvements Project Minimum Wage Affidavit Form Phase I: Shattuck Ave S Stormwater Bypass .lulu 20(19 Provided to Builders Exchange of WA, Inc. For usage Conditions Agreement see www.bxwa.com-Always Verify Scale . • *Noe *Rowie AMOIL irGhington State Disadvantaged Business IF Department of Trunsportalliori Enterprise Utilization Certification 7,0 t•S eligible for award of this cio,r:ras:the:.yr-sr st f out and subrr as part of its bid proposai.Lire foiiowlno Disativanoaged ines;Er:erprise tlizaian°el-Lica:ion saing cDisaniantaoso Bus riess Enterprise; 6Et requirerreols.The il:ontraoting kiisoey sra ccsider as;',::,7:-•+.4,ons:ve 5?7ai:Iriejeti:ary proposa -.7ci5 :onto;r a DEE Cert.fication whicn.properly osimons:rates that re bidder will meet tireCE part oapat.sir requirenr4i.ros in 075 of toe rrar.rers yryeided for lir Vie propose,:oori:rao:. f t-e bidder s ying br÷good fait-effort irsithod ro meet tine CE assigned contraot goal,docii.i•mentarion adclitior,tc the zert.icale mus: s.,ilomitied witri tris bid proposal as support fo- iffor-4..The sucoessf,• bidder's DEE Cert loation shall Oo- zes -.part of • cont— informs-ior on - Es avai ble iitorrtelephone.353-75:-Z . 1,111;111I I '111 lie I I n ,es ra::he:Asia:vantage,:Elusiress Ent-e- -se BE Firms:lists::below have been contsoteo regarding ria-icioia.tion cm tri 5:7:Yinf t'S is SLi..:05554.1i c's7 prioiezt aird is awarded the contraot.o shall asstre tra:suboororaoos or supply agreerrs-r:s are execi,:ed?Air.trose firms where a,r-Arrior.,ro:o 7credards Goal' lsteo. I .re:essary.,,se s:2-lona!sheet.) Project Role • Amount to Name of DBE prima.Subcontractor, Description of Work be Applied Certificate Number imaithor:thrrar, Reiniar Dea6r) Towards Goal SAciZEN/C-01 /NC. G 4- (-‘5 I 000 *02-F SU691l07 Pettike•ni ENV 516 NIS Di.Sa: antn.i:BUS 7-iss Enteror se:,:io.,:iontraot.r,;Goal: 667t> :BE Tots s /9/,006 7e.;‘,3- s73tJs rszo approiied pc-::ti of E:L31C,p;oJry Tiraospor.zooror eivor ocir:iraff ;se ri TU5f: 7n:a ir Cort,a:t Tois-Co -s ;AcercirMILio.P.os s bdc-s, as :715 goal eVE-i:of al aT-StIc Offirs.r,:s r,r...,::7.31:1,r:V,e San cl trs anC.-Ir:5 S2CO at:5VS trig:re tris Isle:*1-311c,•i'.'31 sr :15 Is 7'7.7 Rainier Ave S iSR 167)Improvements Pmject Disaivantaszed Business Enterprise Utilization Certification Phase 1: Shattuck Ave S Stone Bypass July 2009 Provided to Builders Exchange of WA, Inc. For usage Conditions Agreement see www.bxwa.com-Always Verify Scale • Now, Novi SUBCONTRACTOR LIST FORM RCW 39.30.060 requires that for all public works contracts exceeding$1,000,000 the bidder shall submit the names of all subcontractors whose subcontract amount exceeds ten percent (10%) of the contract price, and/or whose work involves either heating,air conditioning, ventilation,plumbing,or electrical. If the subcontractor's names are not submitted with the bid,or within 24 hours of the bid, the bid shall be considered nonresponsive and,therefore, void. Complete one of the following for contracts that exceed $1,000,000: A. There are no subcontractors proposed whose subcontract amount exceeIs ten percent (10%) of the contract price. Name: - e: Signatur•• B. The following subcontractor(s) subcontract amount exceeds 10 percent (10%) of the contract price: (list subcontractor and bid item) Bid Item(s): (PA2t1en.) 4�—I 9J B 6Er 90I 9 t 9 Z 9 3 (e-GeciTe t 66.4_) Subcontractor Name: 5JA•2Qr. c-O t ZvJG, Address: 30 Zb SSSapu P,r tt= LAAce OD. PM 3 tb -54mut.,ti►su1 Ivq, 9bo75 Phone No.: 112-S-- 39 - Y4 77 State Contractor's License No. S'd'2 e r T- t-13 Bid ltem(s): ND l4\JA-C— 02 Fwm v5i l^lf`, 0'i iiat LT Subcontractor Name: Address: Phone No.: State Contractor's License No. Bid Item(s): Subcontractor Name: Address: Phone No.: State Contractor's License No. Bid Item(s): Subcontractor Name: Address: Phone No.: State Contractor's License No. Rainier Ave S(SR 167)Improvements Project Subcontractor List Form Phase I: Shattuck Ave S Stormwater Bypass July 2009 Provided to Builders Exchange of WA, Inc. For usage Conditions Agreement see www.bxwa.com-Always Verify Scale • 'wipe Nowie Bid Item(s): Subcontractor Name: Address: Phone No.: State Contractor's License No. Bid Item(s): Subcontractor Name: Address: Phone No.: State Contractor's License No. Bid Item(s): Subcontractor Name: Address: Phone No.: State Contractor's License No. Signature of Authorized Representative of Bidder Gt�ALt-tE OL-Avee- , V 1(€-cfZk--51PEr" Subscribed and sworn to be before me on this -Olt Subscribed day of , 2001. O�g1tN11/lryr f � Notary Public in and for the State of Washington WAR ..��r w Notary(Print) C�A•ReY L-4.1 �" rap 11/111.0 +� ✓# � *to` Residing at 5EA'11-� W� l� O Sq)�� My appointment expires: �— I - Z<< Rainier Ave S(SR 167)Improvements Project Subcontractor List Form Phase I: Shattuck Ave S Stormwater Bypass July 2009 Provided to Builders Exchange of WA, Inc. For usage Conditions Agreement see www.bxwa.com-Always Verify Scale . s....e. p — Bidding Requirements, CAG-09-125 e 361 .,.." City of Renton Forms, Award Date: Contract Forms, Award To: Conditions of the Contract, Plans and Specifications RAINIER AVE S (SR 167) IMPROVEMENTS PROJECT PHASE 1: SHATTUCK AVE S STORMWATER BYPASS Federal Aid Number: ARRA-0167(044) - -.4, I' ;;;1111111r,Ticiti'' ' - 11. "4:'1,1 1'" !:+.17Eit„.... :k.:::/:„ •1. _‘....-,.....,,, .....--..."' . , .,.. Volum e 1. of 2 General Bid Information: Builders Exchange of Washington, Inc. Submitted to: (425)258-1303 City Contact: Rob Lochmiller,PE City of Renton (425)430-7303 1055 South Grady Way Consultant Contact: Eric Crowe,PE Renton,Washington 98057 (425)974-8073 Approved for Construction Submitted by: DMJM HARRIS I AECOM City of Renton Date: 10000 NE STH STREET.SUITE 750 BELLEVUE.WASHINGTON 90004 PHONE {425)454-S600 FAX (425}4544:20 '- CitY °f e 0 n RENION ON TH ' T AHEAD OF E C.l.) Public Works Department Page 1 Project Manual-Volume 1 of 2 Provided to Builders Exchange of WA, Inc. For usage Conditions Agreement see www.bxwa.com-Always Verify Scale CITY OF RENTON RENTON, WASHINGTON CONTRACT DOCUMENTS for the Rainier Ave S (SR 167) Improvements Project Phase 1: Shattuck Ave S Stormwater Bypass Federal Aid Number: ARRA-0167(044) Project No. CAG-09-125 July 2009 BIDDING REQUIREMENTS CONTRACT FORMS CONDITIONS OF THE CONTRACT SPECIFICATIONS PLANS CITY OF RENTON 1055 South Grady Way Renton, WA 98057 Page 2 Title Page Provided to Builders Exchange of WA, Inc. For usage Conditions Agreement see www.bxwa.com-Always Verify Scale TABLE OF CONTENTS VOLUME I OF II I. CALL FOR BIDS II. INTRODUCTION 1. INSTRUCTIONS TO BIDDERS 2. SUMMARY OF FAIR PRACTICES POLICY, CITY OF RENTON 3. SUMMARY OF AMERICANS WITH DISABILITIES ACT POLICY, CITY OF RENTON 4. SCOPE OF WORK 5. VICINITY MAP III. PROJECT PROPOSAL 1. PROJECT PROPOSAL COVER SHEET 2. BIDDER'S CHECKLIST 3. *PROPOSAL 4. *SCHEDULE OF PRICES 5. *ACKNOWLEDGEMENT OF RECEIPT OF ADDENDA 6. *BID BOND FORM 7. *CERTIFICATION FOR FEDERAL-AID CONTRACTS 8. *CERTIFICATION OF EQUAL EMPLOYMENT OPPORTUNITY REPORT 9. *NON-COLLUSION DECLARATION 10. *NON-COLLUSION AND DEBARMENT AFFIDAVIT 11. `'`ASSIGNMENT OF ANTITRUST CLAIMS 12. *MINIMUM WAGE AFFIDAVIT FORMS 13. *DISADVANTAGED BUSINESS ENTERPRISE UTILIZATION CERTIFICATION 14. *SUBCONTRACTOR LIST FORM IV. CONTRACT DOCUMENT FORMS 1. •)BOND TO THE CITY OF RENTON 2. •:CONTRACT AGREEMENT(FHWA) 3. ••CITY OF RENTON INSURANCE INFORMATION(INCLUDING SAMPLE) 4. ❖CITY OF RENTON STANDARD ENDORSEMENT FORM V. REQUIRED CONTRACT PROVISIONS FOR FEDERAL-AID CONSTRUCTION CONTACTS 1. •.•REQUIRED CONTRACT PROVISIONS FOR FEDERAL-AID CONSTRUCTION (AND AMENDMENT) *Submit with Bid •:• Submit at Notice of Award Rainier Ave S(SR 167)Improvements Project Table of Contents Phase 1:Shattuck Ave S Stonnwater Bypass ii July 2009 Page 3 Table of Contents Provided to Builders Exchange of WA, Inc. For usage Conditions Agreement see www.bxwa.com-Always Verify Scale rr TABLE OF CONTENTS VOLUME I OF II (continued) VI. CONTRACT SPECIFICATIONS 1. AMENDMENTS TO THE STANDARD SPECIFICATIONS 2. SPECIAL PROVISIONS APPENDIX A — PREVAILING HOURLY MINIMUM WAGE RATES APPENDIX B — STANDARD PLANS APPENDIX C— CONTRACTOR REQUIREMENTS FOR WORK ON BNSF RAILWAY COMPANY PROPERTY APPENDIX D— SOILS INVESTIGATION APPENDIX E— AMERICAN RECOVERY AND REINVESTMENT ACT (ARRA) REPORTING INSTRUCTIONS AND REPORT FORM FHWA-1589 VOLUME II OF II VII. CONTRACT PLANS RAINIER AVE S (SR 167)IMPROVEMENTS PROJECT PHASE 1: SHATTUCK AVE S STORMWATER BYPASS CONTRACT PLANS (For Construction) Rainier Ave S(SR 167)Improvements Project Table of Contents Phase 1:Shattuck Ave S Stormwater Bypass iii July 20(19 Page 4 Provided to Builders Exchange of WA, Inc. For usage Conditions Agreement see www.bxwa.com-Always Verify Scale Noe City of Renton Contract Documents for Rainier Ave S (SR 167) Improvements Project Phase 1: Shattuck Ave S Stormwater Bypass I. CALL FOR BIDS 1 :7; ?7 { Page 5 I. Call for Bids Provided to Builders Exchange of WA, Inc. For usage Conditions Agreement see www.bxwa.com-Always Verify Scale `rrr+ CAG-09-125 CITY OF RENTON CALL FOR BIDS Rainier Ave S (SR 167) Improvements Project Phase 1: Shattuck Ave S Stormwater Bypass Federal Aid Number: ARRA-0167(044) Sealed bids will be received by the City of Renton, at the City Clerk's Office, located on the 76' floor of Renton City Hall, until 3:00 PM on Friday, July 17, 2009,and will then be opened and publicly read in conference room#511,located on the 5`h floor of Renton City Hall. Renton City Hall is Iocated at 1 055 South Grady Way,Renton, WA 98057. 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 right is reserved to reject any and all bids and to waiver informalities in the bidding. Bid documents will be available Wednesday, June 24, 2009. Plans specifications, addenda, and plan holders list for this project are available on-line through Builders Exchange of Washington, Inc., at http://www.bxwa.com. Click on bxwa.com; Posted Projects; Public 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. If a bidder has any questions regarding the project,the bidder may either: 1. Submit questions in writing to: Renton City Hall—Transportation Systems 1055 South Grady Way Renton,WA 98057 Attn: Rob Lochmiller 2. Submit questions via e-mail to: rloclmiiller(urentonwa.gov Subject: Shattuck 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 Title 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. Page 6 Provided to Builders Exchange of WA, Inc. For usage Conditions Agreement see www.bxwa.com-Always Verify Scale The improvement for which bids will be received is described below: Construct the Rainier Ave S (SR 167) Improvements Project, Phase 1: Shattuck Ave S Stormwater Bypass. Phase 1 consists of installing approximately 1,150 feet of 48-inch diameter storm pipe in Shattuck Ave S from the intersection of S 4th Place,underneath the BNSF Railway, to the intersection of S 7th Street. The work includes but is not limited to: clearing and grubbing, removal of structures and obstructions, roadway excavation, removal of unsuitable materials, grading, paving, sidewalk, curb and gutter, installation of storm sewer structures, relocation of sanitary sewers, relocation of water services, street lighting, installation of traffic safety features, channelization, landscaping and other work necessary to complete the work as specified and as shown in the contract documents. )C 61141iCt Cdalte, -� Bonnie I. Walton,City CIerk Published: Daily Journal of Commerce June 24,2009 Daily Journal of Commerce July 1,2009 Daily Journal of Commerce July 8,2009 Page 7 Provided to Builders Exchange of WA, Inc. For usage Conditions Agreement see www.bxwa.com-Always Verify Scale Nape City of Renton Contract Documents for Rainier Ave S (SR 167) Improvements Project Phase 1: Shattuck Ave S Stormwater Bypass II. INTRODUCTION a3 Page 8 II. Introduction Provided to Builders Exchange of WA, Inc. For usage Conditions Agreement see www.bxwa.com-Always Verify Scale Nome INSTRUCTIONS TO BIDDERS 1. Sealed bids for this proposal will be received by the City of Renton at the office of the Renton City Clerk, 7th floor, Renton City Hall,until the time and date specified in the Call for Bids. At this time the bids will be publicly opened and read, after which the bids will be considered and the award made as early as practical. No proposal may be changed or withdrawn after the time set for receiving bids. Proposals shall be submitted on the forms attached hereto. 2. Any omissions, discrepancies or need for interpretation should 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 other representative of the Owner shall, in any way, modify the contract documents, whether made before or after letting the contract. 3. The work to be done is shown in the plans and/or specifications. Quantities are understood to be only approximate. Final payment will be based on actual quantities and at the unit price bid. The City reserves the right to add or to eliminate portions of that work as deemed necessary. 4. Bidders shall satisfy themselves as to the local conditions by inspection of the site. 5. The bid price for any item must include the performance of all work necessary for completion of that item as described in the specifications. 6. The bid price shall be stated in terms of the units indicated and as to a total amount. In the event of errors, the unit price bid will govern. Illegible figures will invalidate the bid. 7. The right is reserved to reject any and/or all bids and to waive informalities if it is deemed advantageous to the City to do so. 8. A certified check or satisfactory hid bond made payable without reservation to the Fiscal Services Director of the City of Renton in an amount not less than 5% of the total amount of the bid shall accompany each bid proposal. Checks will be returned to unsuccessful bidders immediately following the decision as to award of contract. The check of the successful bidder will be returned provided he enters into a contract and furnishes a satisfactory performance bond covering the full amount of the work within ten days after receipt of the notice of intention to award contract. Should he fail or refuse to do so the check shall be forfeited to the City of Renton as liquidated damage for such failure. 9. All bids must be self-explanatory. No opportunity will be offered for oral explanation except as the City may request further information on particular points. 10. The bidder shall, upon request, furnish information to the City as to his financial and practical ability to satisfactorily perform the work. Rainier Ave S(SR 167)Improvements Project Instructions to Bidders Phase l: Shattuck Ave S Stormwater Bypass July 2009 Page 9 Instructions to Bidders Provided to Builders Exchange of WA, Inc. For usage Conditions Agreement see www.bxwa.com-Always Verify Scale Name Nee 11. Payment for this work will be made in cash warrants. 12. The Contractor shall obtain such construction insurance (e.g. fire and extended coverage, worker's compensation, public liability, and property damage) as indicated on forms attached herein and as identified within Specification Section 1-07.18. 13. The contractor, prior to the start of construction, shall provide the City of Renton a detailed bar chart construction schedule for the project. 14 Before starting work under this contract, the Contractor is required to supply information to the City of Renton on all chemical hazards the Contractor is bringing onto the work site and potentially exposing the citizens and City of Renton employees to. 15. Payment of retainage shall be done in accordance with Section 1-09.9(1)Retainage. 16. Basis For Approval The construction contract will be awarded by the City of Renton to the lowest, responsible, responsive bidder. The bidder shall bid on all bid items of all schedules set forth in the bid forms to be considered responsive for award. The total price of all schedules will be used to determine the successful low responsive bidder. Partial bids will not be accepted. The owner reserves the right to award any or all schedules of the bid to meet the needs of the City. The intent is to award to only one bidder. 17. Trench Excavation Safety Systems As required by the Revised Code of Washington (RCW) Chapters 39.04.180, on public works projects in which trench excavation will exceed a depth of four feet, any contract therefore shall require adequate safety systems for the trench excavation that meet the requirements of the Washington Industrial Safety and Health Act, Chapter 49.17 RCW. These requirements shall be included in the Bid Schedule as a separate item. The costs of trench safety systems shall not be considered as incidental to any other contract item and any attempt to include the trench safety systems as an incidental cost is prohibited. 18. Payment of Prevailing Wages In accordance with RCW 39.12 and 49.28 as amended or supplemented herein, there shall be paid to all laborers, workmen or mechanics employed on this contract the prevailing rate of wage for an hour's work in the same trade or occupation in the area of work regardless of any contractual relationship which may exist, or be alleged to exist, between the Contractor and any laborers, workmen, mechanics or subconsultants. Rainier Ave S(SR 167)Improvements Project Instructions to Bidders Phase I: Shattuck Ave S Stormwater Bypass July 2009 Page 10 Provided to Builders Exchange of WA, Inc. For usage Conditions Agreement see www.bxwa.com-Always Verify Scale The most recent issue of the prevailing wage rates are included within these specifications under the section titled Prevailing Minimum Hourly Wage Rates. The Contractor is responsible for obtaining updated issues of the prevailing wage rate forms as they become available during the duration of the contract. The wage rates shall be included as part of any subcontracts the Contractor may enter in to for work on this project. 19. Employment of Resident Employees The Contractor and subcontractors shall employ Washington State residents in accordance with the requirements of RCW 39.16. 20. Pollution Control Requirements Work under this contract shall meet all local, State and Federal requirements for the prevention of environmental pollution and the preservation of public natural resources. The Contractor shall conduct the work in accordance with all applicable pollution control laws. The Contractor shall comply with and be liable for all penalties, damages, and violations under Chapter 90.48 RCW, in performance of the work. The Contractor shall also comply with Article 4 in the Puget Sound Air Pollution Control Agency Regulation III regarding removal and encapsulation of asbestos materials. 21. Standard Specifications All work under this contract shall be performed in accordance with the following standard specifications except as may be exempted or modified by the City of Renton Supplemental Specifications, Special Provisions, or other sections of these contract documents. These standard specifications are hereby made a part of this contract and shall control and guide all activities within this project whether referred to directly, paragraph by paragraph, or not. WSDOT/APWA 2008 Standard Specifications for Road, Bridge and Municipal Construction and Division 1 APWA Supplement are hereinafter referred to by the abbreviated title "Standard Specifications." A. Any reference to State,State of Washington,Department of Transportation, WSDOT, or any combination thereof in the WSDOT/APWA standards shall be modified to read City of Renton unless specifically referring to a Standard Specification or test method. B. All references to measurement and payment in the WSDOT/APWA standards shall be detected and the measurement and payment provisions of Section 1-09.14,Measurement and Payment(added herein) shall govern. 22. If a soils investigation has been completed, a copy may be included as an appendix to this document. If one has not been provided for this project by the City or Engineer, the bidders shall familiarize themselves adequately with the project site and existing subsurface condition as needed to submit their bid. Upon approval of the City, the bidder may make such subsurface explorations and investigations as they see fit, at bidder's expense. The bidder shall be responsible for protection of all existing facilities, utilities and other buried or surface improvements and shall restore the site to the satisfaction of the City. Rainier Ave S(SR 167)Improvements Project Instructions to Bidders Phase I: Shattuck Ave S Stormwater Bypass July 2009 Page 11 Provided to Builders Exchange of WA, Inc. For usage Conditions Agreement see www.bxwa.com-Always Verify Scale stn+' 23. Checklist 3' It is the responsibility of each bidder to ascertain if all the documents listed on the attached index are included in their copy of the bid specifications. 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 bid opening time. Have you submitted, as part of your bid, all documents marked in the index as "Submit With Bi ? Has a bid bond or certified check been enclosed? IL/Is the amount of the bid guaranty at least 5% of the total amount bid, including sales tax? Has the proposal been signed? Have you bid on ALL ITEMS and ALL SCIIEDULES? Ell-lave you submitted the Subcontractors List(if required)? 1Z. Have you reviewed the Prevailing Wage Requirements? 61, Have you certified receipt of addenda, if any? Rainier Ave S(SR 167)Improvements Project Instructions to Bidders Phase I: Shattuck Ave S Stormwater Bypass July 2009 Page 12 Provided to Builders Exchange of WA, Inc. For usage Conditions Agreement see www.bxwa.com-Always Verify Scale New `rr/ CITY OF RENTON SUMMARY OF FAIR PRACTICES POLICY ADOPTED BY RESOLUTION NO.3229 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 race, color, national origin, ethnic background, gender, marital status, religion, age or 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) AI-FIRMATIVE ACTION PLAN - The City of Renton Affirmative Action Plan and Equal Employment Program will he maintained and administered to facilitate equitable representation with the City work force and to assure equal employment opportunity to all. It shall be the responsibility of elected officials, the Mayor, the Affirmative Action Officer, department administrators, managers,supervisors,Contract Compliance Officers and all employees to carry out the policies, guidelines and corrective measures set forth in the Affirmative Action Plan and Equal Employment Program. (4) 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 in the City's Affirmative Action Plan and Equal Employment Program. Copies of this policy shall he distributed to all City employees, shall appear in all operational documentation of the City,including hid calls,and shall he prominently displayed in appropriate city facilities. CONCURRED IN by the City Council of the City of RENTON,Washington, this 7thday of October, 1996. CITY OF RENTON: RENTON CITY COUNCIL: 1Viayor Council President Attest: City Cler! V Rainier Ave S(SR 167)Improvements Project Summary of Fair Practices Policy Phase I:Shattuck.Ave S Storrs Ater Bypass July 2009 Page 13 Summary of Fair Practices Policy Provided to Builders Exchange of WA, Inc. For usage Conditions Agreement see www.bxwa.com-Always Verify Scale fir+ 'oe CITY OF RENTON SUMMARY OF AMERICANS WITH DISABILITIES ACT POLICY ADOPTED BY RESOLUTION NO. 3007 The policy of the City of Renton is to promote and afford equal treatment and service to all citizens and to assure employment opportunity to persons with disabilities, when the City of Renton can reasonably accommodate the disability. This policy shall be based on the principles of equal employment opportunity, the Americans With Disabilities Act and other applicable guidelines as set forth in federal,state and local laws. All departments of the City of Renton shall adhere to the following guidelines: (1) EMPLOYMENT PRACTICES - All activities relating to employment such as recruitment,selection,promotion,termination and training shall be conducted in a non- discriminatory manner. Personnel decisions will be based on individual performance, staffing requirements,and in accordance with the Americans With Disabilities Act and other applicable laws and regulations. (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 for persons with disabilities in employment and receipt of City services,activities and programs. (3) AMERICANS WITH DISABILITIES ACT POLICY-The City of Renton Americans With Disabilities Act Policy will be maintained to facilitate equitable representation within the City work force and to assure equal employment opportunity and equal access to City services, activities and programs to all people with disabilities. It shall be the responsibility and the duty of all City officials and employees to carry out the policies and guidelines as set forth in this policy (4) CONTRACTORS' OBLIGATION - Contractors, subcontractors, consultants and suppliers conducting business with the City of Renton shall abide by the requirements of the Americans With Disabilities Act and promote access to services, activities and programs for people with dignbilities. Copies of this policy 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 4th day of October 1993. C • t RENTON RENTON CITY Mayor . ouncil President Z-11,test: _ „AP „ ,,,,„„ City Clerk ,A Rainier Ave S(SR 167)Improvements Project Summary of American Disabilities Act Policy Phase I: Shattuck Ave S Stormwater Bypass July 2009 Page 14 Summary of American Disabilities Act Policy Provided to Builders Exchange of WA, Inc. For usage Conditions Agreement see www.bxwa.com-Always Verify Scale CITY OF RENTON Rainier Ave S (SR 167) Improvements Project Phase I: Shattuck Ave S Stormwater Bypass SCOPE OF WORK The work involved under the terms of this contract document shall be full and complete installation of the facilities, as shown on the plans and as described in the construction specifications, to include but not be limited to: Furnishing of materials, equipment, tools, labor, and other work or items incidental thereto (except any materials, equipment, utilities, or service, if any, specified herein to be furnished by Owner or others), and performing all work as required by the contract in accordance with the contract documents, all of which are made a part hereof. Construct the Rainier Ave S (SR 167) Improvements Project, Phase 1: Shattuck Ave S Stormwater Bypass. Phase 1 consists of installing approximately 1,150 feet of 48-inch diameter storm pipe in Shattuck Ave S from the intersection of S 4th Place, underneath the BNSF Railway, to the intersection of S 7th Street. The work includes but is not limited to: clearing and grubbing, removal of structures and obstructions, roadway excavation, removal of unsuitable materials, grading, paving,sidewalk,curb and gutter, installation of storm sewer structures, relocation of sanitary sewers, relocation of water services, street lighting, installation of traffic safety features, channelization, landscaping, and other work necessary to complete the work as specified and as shown in the contract documents. Any contractor connected with this project shall comply with all Federal, State, County, and City codes and regulations applicable to such work and perform the work in accordance with the plans and specifications of this contract document. A total of 80 working days will be allowed for the completion of this project. Rainier Ave S(SR 167)linpiovernents Project Scope of Work Phase I: Shattuck Ave S Stomnwaler Bypass July 2009 Page 15 Scope of Work Provided to Builders Exchange of WA, Inc. For usage Conditions Agreement see www.bxwa.com-Always Verify Scale , Nile CITY OF RENTON Rainier Ave S (SR 167)Improvements Project Phase 1: Shattuck Ave S Stormwater Bypass VICINITY MAP - � x 9 / \-,- —__ \• •:::::-... /IP.`;--->.„,13/-- ----7-- \, .ird P1 j Lap ---ti Fri:iirir ,f -W.2--:.,j /-1 i nN, ! r� j%� Vis, ...„,./;;;,,-.•:- // :N +J ,�` ^L)) .„wry,J r �tlill ! y �� 'a111 t` ��, S IthLQ) moJI �la �a',`dl7' ) J/ I L„'d ` I t ` :. ) s, t - ill) 11 I 1'1/ �, I -, , S 7th St t1 i 'J rULkiLLc d V),1 1 - // E.1 ,,-,.: r ,� p c rate ;tib "r---- ^, 10_11_1 J1h I �i '' C "i,,_-_- .---- PROJECT SITE ti -2-....,,,,-..---- f , . I i; L �I � f r �.1 - - !_h05 ( , 1 ,Lii , , ,, `.;+I +.ttt I - i// tiJ 5� -1 "II -1 I t'�n, ll; �1 \ f + i 1 1 / ,A10 1, I > 1 =v �It ' t1 1 ) +1 ! �� � l j .� r 1 ! ' w �)L / t '_)tt\ �, L_ t l r) --„ Rainier Ave S(SR 167)Improvements Project Vicinity Map Phase I: Shattuck Ave S Storntwater Bypass July 2009 Page 16 Vicinity Map Provided to Builders Exchange of WA, Inc. For usage Conditions Agreement see www.bxwa.com-Always Verify Scale • Nome City of Renton Contract Documents for Rainier Ave S (SR 167) Improvements Project Phase 1: Shattuck Ave S Stormwater Bypass III. PROJECT PROPOSAL Project: Rainier Ave S (SR 167) Improvements Project Phase 1: Shattuck Ave S Stormwater Bypass Project No. CAG-09-125 Company: LA &1lo6te Qr li Cl cho / ) -1' LL--- P Y• r Address: P 1707` 111 -61 Phone No: 4P C 2 2-8 q 7Sd Fax No: to_ 2.2- 7 2 31- Bid Amount: $ 1 8C?7� ' ate'' Page 17 III. Project Proposal Provided to Builders Exchange of WA, Inc. For usage Conditions Agreement see www.bxwa.com-Always Verify Scale lose BIDDER'S CHECKLIST 1. ✓ PROJECT PROPOSAL COVER SHEET 2. BIDDER'S CHECKLIST 3. v PROPOSAL FORM 4. SCHEDULE OF PRICES 5. ACKNOWLEDGEMENT OF RECEIPT OF ADDENDA 6. V BID BOND FORM 7. V CERTIFICATION FOR FEDERAL-AID CONTRACTS 8. ( CERTIFICATION OF EQUAL EMPLOYMENT OPPORTUNITY REPORT 9. `' NON-COLLUSION DECLARATION 10. ✓ NON-COLLUSION AND DEBARMENT AFFIDAVIT 1 1. (/ ASSIGNMENT OF ANTITRUST CLAIMS 12. 1 MINIMUM WAGE AFFIDAVIT FORM 13. ✓ DISADVANTAGED BUSINESS ENTERPRISE UTILIZATION CERTIFICATION 14. SUBCONTRACTOR LIST FORM The above documents must be executed by the Contractor's President, Vice-President, and Secretary if corporation by-laws permit. All pages must be signed. In the event another person has been duly authorized to execute contracts, a copy of the corporation minutes establishing this authority must be attached to the bid document. Rainier Ave S ISR 167)Improvements Project Bidder's Checklist Phase 1: Shattuck Ave S Stormwater Bypass July 2009 Page 18 Bidder's Checklist Provided to Builders Exchange of WA, Inc. For usage Conditions Agreement see www.bxwa.com-Always Verify Scale CITY OF RENTON Rainier Ave S (SR 167)Improvements Project Phase 1: Shattuck Ave S Stormwater Bypass Federal Aid Number: ARRA-0167(044) PROPOSAL TO THE CITY OF RENTON RENTON, WASHINGTON Ladies and/or Gentlemen: The undersigned hereby certify that the bidder has examined the site of the proposed work and has read and thoroughly understands the plans,specifications, and contract governing the work embraced in this improvement, and the method by which payment will be made for said work,and hereby propose to undertake and complete the work embraced in this improvement,or as much thereof as can be completed with the money available, in accordance with the said plans, specifications and contract,and the following schedule of rates and prices. (Note: Unit prices for all items,all extensions, .nd total amount of bid shall be shown. Show unit prices in figures only.) Printed Name: t ' Signature: Address: P' Got- IL/6 ?£ a- 9 e os r7 Names of Members of Partnership: Or Name of President of Corporation W'' VrYlv Awl /%- Name Name of Secretary of Corporation a SQA,- FSA C t ra•- 6C /1111/- k Corporation Organized under the laws of IIV/9,Sa1/r-Aaar-/ with main office in State of Washington at f? T(//'- (j✓i Rainier Ave S(SR 167)Improvements Project Proposal Phase I: Shattuck Ave S Stormtiatcr Bypass July 2009 Page 19 Proposal Provided to Builders Exchange of WA, Inc. For usage Conditions Agreement see www.bxwa.com-Always Verify Scale SCHEDULE OF PRICES UNIT PRICES FOR ALL ITEMS,ALL EXTENSIONS AND TOTAL AMOUNT OF BID SHALL BE SHOWN. ALL ENTRIES SHALL BE WRITTEN IN INK OR TYPED TO VALIDATE BID. (NOTE:SHOW PRICE PER UNIT IN FIGURES ONLY.FIGURES WRITTEN TO THE RIGHT OF THE DOT(DECIMAL)IN THE PRICE PER UNIT COLUMN SHALL BE INTERPRETED AS CENTS) ITEM SPEC. TOTAL PRICE PER TOTAL AMOUNT NO. ITEM NO. UNIT UNIT QUANTITY (DOLLARS) DOLLARS SCHEDULE A 1 MINOR CHANGE 1-04 CALC 1 $ 5,000.00 $ 5,000.00 2 CONTRACTOR SUPPLIED SURVEYING 1-05 L.S. 1 ' 10040-ftI4Joco • op i 3 SPCC PLAN 1-07 L.S. 1 L.O 00•ee Si 000 . o 0 4 ARCHAEOLOGICAL AND HISTORICAL 1-07 EST. 1 $ 25,000.00 $ 25,000.00 SALVAGE PEDESTRIAN CONTROL AND 5 PROTECTION 1-07 L.S. 1 Soo.oo So o• o0 6 HIGH VISIBILITY FENCE 1-08 L.F. 87 Z, oo 1 7 4' . 00 7 MOBILIZATION 1-09 L.S. 1 JOo,000.00 too,000• o0 8 PROJECT TEMPORARY TRAFFIC 1-10 L.S. 1 CONTROL 5 O,Deo.o o 5'o,000. o o 9 UTILITY POTHOLING 1-17 EST. 1 $ 25,000.00 $ 25,000.00 10 RESOLUTION OF UTILITY CONFLICTS 1-17 EST. 1 $ 50,000.00 $ 50,000.00 11 CLEARING AND GRUBBING 2-01 ACRE 0.03 (,20 0,oo („!2_,oo. oo 12 ROADSIDE CLEANUP 2-01 EST. 1 $ 10,000.00 $ 10,000.00 13 REMOVAL OF STRUCTURES AND 2-02 L.S. 1 OBSTRUCTION 3°rOoo'4o 30r000, 00 14 REMOVING CEMENT CONC. SIDEWALK 2-02 S.Y. 328 6-,oo 16yD. o0 Rainier Ave S(SR 167)Improvements Project Schedule of Prices,Addendum No.3 Phase 1:Shattuck Ave S Stormwater Bypass Page 1 of 8 July 2009 Page 3 Schedule of Prices Provided to Builders Exchange of WA, Inc. For usage Conditions Agreement see www.bxwa.com-Always Verify Scale SCHEDULE OF PRICES UNIT PRICES FOR ALL ITEMS,ALL EXTENSIONS AND TOTAL AMOUNT OF BID SHALL BE SHOWN. ALL ENTRIES SHALL BE WRITTEN IN INK OR TYPED TO VALIDATE BID. (NOTE:SHOW PRICE PER UNIT IN FIGURES ONLY.FIGURES WRITTEN TO THE RIGHT OF THE DOT(DECIMAL)IN THE PRICE PER UNIT COLUMN SHALL BE INTERPRETED AS CENTS) ITEM SPEC. TOTAL PRICE PER TOTAL AMOUNT NO. ITEM NO. UNIT QUANTITY UNIT (DOLLARS) DOLLARS SCHEDULE A 15 REMOVING ASPHALT CONC. 2-02 S.Y. 2,869 PAVEMENT 7, S o 2.1 , Si 7. So 16 REMOVING CEMENT CONC. CURB AND 2-02 L.F. 450 E. 0 0 2t2.6-00 0 GUTT17 ABANDON AND FILL STORM DRAIN 2-02 L.F. 480 3 ..S�o 1,6$o, 00 18 REMOVING CHAIN LINK FENCE 2-02 L.F. 60 Zo. 00 12,00, oD 19 SAWCUTTING 2-02 L.F. 2,830 Z, 5-0 7107r. o0 20 ROADWAY EXCAVATION INCL. HAUL 2-03 C.Y. 1,024 lb .00 /6, 3 8 5c 00 21 ABANDONMENT OF MONITORING 2-05 EACH 3 WELLS I,Zco.00 3,6 do. oa 22 STRUCTURE EXCAVATION CLASS A 2-09 C.Y. 113 1-10.00 INCL. HAUL Li; S a o, 0 0 SHORING OR EXTRA EXCAVATION CL. 23 2 09 L.S. 1 A (ao 00,oo 12.1 o ov.0 0 24 STRUCTURE EXCAVATION CLASS B 2-09 C.Y. 4,977 INCL. HAUL i6,°0 79, 634.,60 SHORING OR EXTRA EXCAVATION 25 CLASS B 2-09 S.F. 19,246 . 10 1 d,/, 60 26 CONSTRUCTION GEOTEXTILE FOR 2-12 S.Y. 4,563 SEPARATION 3.Oo 13,684'. 00 27 CRUSHED SURFACING TOP COURSE 4-04 TON 949 /14 00 13, Z86.00 28 PLANING BITUMINOUS PAVEMENT 5-04 S.Y. 1,560 /0 .oo / 600.oo Rainier Ave S(SR 167)Improvements Project Schedule of Prices,Addendum No.3 Phase 1:Shattuck Ave S Stormwater Bypass Page 2 of 8 July 2009 Page 4 Provided to Builders Exchange of WA, Inc. For usage Conditions Agreement see www.bxwa.com-Always Verify Scale SCHEDULE OF PRICES UNIT PRICES FOR ALL ITEMS,ALL EXTENSIONS AND TOTAL AMOUNT OF BID SHALL BE SHOWN. ALL ENTRIES SHALL BE WRITTEN IN INK OR TYPED TO VALIDATE BID. (NOTE:SHOW PRICE PER UNIT IN FIGURES ONLY.FIGURES WRITTEN TO THE RIGHT OF THE DOT(DECIMAL)IN THE PRICE PER UNIT COLUMN SHALL BE INTERPRETED AS CENTS) ITEM SPEC. TOTAL PRICE PER TOTAL AMOUNT NO. ITEM NO. UNIT QUANTITY UNIT (DOLLARS) DOLLARS SCHEDULE A 29 HMA CL. 1/2 IN. PG 64-22 5-04 TON 2,182 8 3. 00 iSiIIU6 , 00 30 CEMENT CONC. PAVEMENT- 5-05 C.Y. 18 INCLUDING DOWELS Sda• oc ,0 vc• 00 31 CONC. CLASS 4000 FOR FOUNDATION 6-02 C.Y. 95 / 8$, oo (7106o, 00 32 ST. REINF. BAR FOR FOUNDATION 6-02 LB. 9,322 1.5-c1 i 3s-s-, e8 33 UNDERDRAIN PIPE 6 IN. DIAM. 7-01 L.F. 220 Zp, o0 Li, 4/o0. oo 34 TESTING STORM SEWER PIPE 7-04 L.F. 1,686 3.0o 5, o S8 00 35 CORRUGATED POLYETHYLENE STORM 7-04 L.F. 432 SEWER PIPE 12 IN. DIAM. 410,oo ► t 2 80 ,00 36 CORRUGATED POLYETHYLENE STORM 7-04 L.F. 39 74.00 Z, 96 y, a o SEWER PIPE 18 IN. DIAM. I 37 CORRUGATED POLYETHYLENE STORM 7-04 L.F. 1,139 SEWERZ^0o'co Z 27 i 8pp,00 PIPE 48 IN. DIAM. 38 DUCTILE IRON STORM SEWER PIPE 12 7-04 L.F. 81 p • 00 IN. DIAM. o S( Op ,eo 39 CONCRETE INLET 7-05 EACH 4 4,5-0..0 2,1600 ,oo 40 CATCH BASIN TYPE 1 7-05 EACH 9 8s-O,00 ?,65'O,oe 41 CATCH BASIN TYPE 2 48 IN. DIAM. 7-05 EACH 3 2.8 00.oo 8.4i oo ,0 0 42 CATCH BASIN TYPE 2 72 IN. DIAM. 7-05 EACH 1 SdOo.oo 6000. 00 Rainier Ave S(SR 167)Improvements Project Schedule of Prices,Addendum No.3 Phase 1:Shattuck Ave S Stormwater Bypass Page 3 of 8 July 2009 Page 5 Provided to Builders Exchange of WA, Inc. For usage Conditions Agreement see www.bxwa.com-Always Verify Scale SCHEDULE OF PRICES UNIT PRICES FOR ALL ITEMS,ALL EXTENSIONS AND TOTAL AMOUNT OF BID SHALL BE SHOWN. ALL ENTRIES SHALL BE WRITTEN IN INK OR TYPED TO VALIDATE BID. (NOTE:SHOW PRICE PER UNIT IN FIGURES ONLY.FIGURES WRITTEN TO THE RIGHT OF THE DOT(DECIMAL)IN THE PRICE PER UNIT COLUMN SHALL BE INTERPRETED AS CENTS) ITEM SPEC. TOTAL PRICE PER TOTAL AMOUNT NO. ITEM NO. UNIT QUANTITY UNIT (DOLLARS) DOLLARS SCHEDULE A 43 CATCH BASIN TYPE 2 84 IN. DIAM. 7-05 EACH 7 7,7 0 0.oo 'S 39 Oo, 00 1 44 CATCH BASIN TYPE 2 84 IN. DIAM.WITH 7-05 EACH 2 CASING 12.4700.0o L5, 41 00. ocs 45 ABANDON EXISTING MANHOLE 7-05 EACH 2 10,00p.00 20, oop.o0 C46 STORUCTUREN TO DRAINAGE 7-05 EACH 6 833 3 3? SO,o00. 00 47 CONNECTION TO EXISTING MANHOLE 7-05 EACH 2 $ OOb.00 I O,coo.0 0 48 CONNECT STRUCTURE TO EXISTING 7-05 EACH 9 PIPE 3,000. oo Z7,000.�o 49 ADJUST MANHOLE 7-05 EACH 7 3me,.00 2..,10o. 00 50 MANHOLE 48 IN. DIAM.TYPE SANITARY 7-05 EACH 3 ( Lo o. 00 36co, eo 51 SANITARY MANHOLE EXTRA SHALLOW 7-05 EACH 1 TYPE C / 200,.o 1200, •b 52 ADJUST CATCH BASIN 7-05 EACH 1 Soo.oo Soo,o0 53 LOCKING SOLID METAL COVER AND 7-05 EACH 1 FRAME FOR CATCH BASIN 17106.Do L(oo, eo 54 ADJUST VALVE BOX 7-05 EACH 8 3(70.00 Zyoe.00 55 DEWATERING 7-06 L.S. 1 /30 000.00 /3o,000.00 56 BANK RUN GRAVEL FOR TRENCH 7-09 C.Y. 1,500 BACKFILL Z3 Yo 3S/o0.oe Rainier Ave S(SR 167)Improvements Project Schedule of Prices,Addendum No.3 Phase 1:Shattuck Ave S Stormwater Bypass Page 4 of 8 July 2009 Page 6 Provided to Builders Exchange of WA, Inc. For usage Conditions Agreement see www.bxwa.com-Always Verify Scale SCHEDULE OF PRICES UNIT PRICES FOR ALL ITEMS,ALL EXTENSIONS AND TOTAL AMOUNT OF BID SHALL BE SHOWN. ALL ENTRIES SHALL BE WRITTEN IN INK OR TYPED TO VALIDATE BID. (NOTE:SHOW PRICE PER UNT IN FIGURES ONLY.FIGURES WRITTEN TO THE RIGHT OF THE DOT(DECIMAL)IN THE PRICE PER UNIT COLUMN SHALL BE INTERPRETED AS CENTS) ITEM SPEC. TOTAL PRICE PER TOTAL AMOUNT NO. ITEM NO. UNIT QUANTITY UNIT (DOLLARS) DOLLARS SCHEDULE A 57 HYDRANT ASSEMBLY 7-14 EACH 1 2, Zoo 'ZZoo. 00 58 WATER SERVICE AND CONNECTION TO 7-15 EACH 12 7po, 00 EXISTING MAIN 8, Yoe,, dn.) 59 TELEVISION INSPECTION 7-17 L.S. 1 Zypp,a,, Z Yoo.o� 60 TEMPORARY BYPASS PUMPING 7-17 L.S. 1 7ocD o0 7,000,mo 61 PVC SANITARY SEWER PIPE 8 IN. DIAM. 7-17 L.F. 173 /8... Al fq o® 62 ESC LEAD 8-01 DAY 80 Zoo.eo !6,000..0 63 PERMANENT EROSION CONTROL 8-01 S.Y. BLANKET 267 y, Lv 1‘12.(, y0 64 INLET PROTECTION 8-01 EACH 21 ?p, oo i8f0 00 t 65 EROSION/WATER POLLUTION 8-01 EST. 1 $ 25,000.00 $ 25,000.00 CONTROL 66 BARK OR WOOD CHIP MULCH 8-02 C.Y. 72 SO.00 316 00, o e 67 TOPSOIL TYPE A 8-02 C.Y. 144 I/D,o0 5760.00 68 PSIPE-ROSA RUGOSA"FRU DAGMAR 8_02 EACH 502 HATSUP" 10,00 50020,too i 69 PSIPE-MAHONIA NEROSA 8-02 EACH 590 Zo,00 1(8 dG,00 70 PSIPE-SESLARIA AUTUMNALIS 8-02 EACH 370 /0,00 3,7 00 , 00 Rainier Ave S(SR 167)Improvements Project Schedule of Prices,Addendum No.3 Phase 1:Shattuck Ave S Stormwater Bypass Page 5 of 8 July 2009 Page 7 Provided to Builders Exchange of WA, Inc. For usage Conditions Agreement see www.bxwa.com-Always Verify Scale SCHEDULE OF PRICES UNIT PRICES FOR ALL ITEMS,ALL EXTENSIONS AND TOTAL AMOUNT OF BID SHALL BE SHOWN. ALL ENTRIES SHALL BE WRITTEN IN INK OR TYPED TO VALIDATE BID. (NOTE:SHOW PRICE PER UNIT IN FIGURES ONLY.FIGURES WRITTEN TO THE RIGHT OF THE DOT(DECIMAL)IN THE PRICE PER UNIT COLUMN SHALL BE INTERPRETED AS CENTS) ITEM SPEC. TOTAL PRICE PER TOTAL AMOUNT NO. ITEM UNIT UNIT NO. QUANTITY (DOLLARS) DOLLARS SCHEDULE A CEMENT CONC. TRAFFIC CURB AND 71 GUTTER 8-04 L.F. 1,206 20•00 Z y1/2.o 0p 72 CEMENT CONC. PEDESTRIAN CURB 8-04 L.F. 16 20. oo 3 Z o, o 0 73 TYPE A PRECAST TRAFFIC CURB 8-04 L.F. 54 2.2...0° (i 98,oo 74 CE E NT CONC. DRIVEWAY ENTRANCE 8_06 S.Y. 88 TY 00 36o6. co 75 CEMENT CONC. DRIVEWAY ENTRANCE 8-06 S.Y. 42 TYPES Lit, 00 117Z7.. .co 76 CEMENT CONC. DRIVEWAY ENTRANCE 8_06 S.Y. 235 LP, 00 716 3,57 oc TYPE C 77 CHAIN LINK FENCE TYPE 6 8-12 L.F. 31 YD,00 1 2.4'0, oo I 78 END, GATE, CORNER,AND PULL POST 8-12 EACH 4 FOR CHAIN LINK FENCE 2.00. " 80o, o0 79 MONUMENT CASE AND COVER 8-13 EACH 3 1r00D mo 3,000_o 0 80 ADJUST MONUMENT CASE AND COVER 8-13 EACH 2 Z 2.o, oo `lyos mo 81 CEMENT CONC. SIDEWALK 8-14 S.Y. 466 4-#),00 /8, 6 yc.o o 82 3A CEMENT CONC. SIDEWALK RAMP TYPE 8-14 EACH 3 7 pp o e al Do. 00 83 CEMENT CONC. SIDEWALK RAMP TYPE 8-14 EACH 4 Oo.00 21B 00.co 84 CEMENT EMENT CONC. SIDEWALK RAMP TYPE 8-14 EACH 3 700, oo Z.,r oo. 00 Rainier Ave S(SR 167)Improvements Project Schedule of Prices,Addendum No.3 Phase 1:Shattuck Ave S Stormwater Bypass Page 6 of 8 July 2009 Page 8 Provided to Builders Exchange of WA, Inc. For usage Conditions Agreement see www.bxwa.com-Always Verify Scale SCHEDULE OF PRICES UNIT PRICES FOR ALL ITEMS,ALL EXTENSIONS AND TOTAL AMOUNT OF BID SHALL BE SHOWN. ALL ENTRIES SHALL BE WRITTEN IN INK OR TYPED TO VALIDATE BID. (NOTE:SHOW PRICE PER UNIT IN FIGURES ONLY.FIGURES WRITTEN TO THE RIGHT OF THE DOT(DECIMAL)IN THE PRICE PER UNIT COLUMN SHALL BE INTERPRETED AS CENTS) ITEM SPEC. TOTAL PRICE PER TOTAL AMOUNT NO. ITEM NO. UNIT QUANTITY UNIT (DOLLARS) DOLLARS SCHEDULE A 85 QUARRY SPALLS 8-15 TON 865 a 8.00 Z K, Z 2 c 00 86 CONC. SLOPE PROTECTION WITH 8-16 S.Y. 89 EMBEDDED ROCK L11-/.00 3,4/6.00 87 ILLUMINATION SYSTEM 8-20 L.S. 1 /l, 7 ?Coe 11, 776,oa 88 SERVICE CABINET 8-20 EACH 1 559 8.00 S,S 9e.0 0 89 HEIGHT DETECTION WARNING SYSTEM 8-20 L.S. 1 '7 .. l,2 5-4.00 o2/.?S.Z.o0 90 RELOCATING EXISTING LUMINAIRE 8-20 EACH 1 /, /29,0o ?477,, 00 91 SACRIFICIAL BEAM 8-21 L.S. 1 6 76»o,, 67,479.0o 92 HEIGHT DETECTION STRUCTURE 8-21 L.S. 1 43,80, 63,817 00 93 PERMANENT SIGNING 8-21 L.S. 1 4,9‘.t. °0 4;014.00 94 REMOVING SIGN STRUCTURE SHAFT 8-21 EST. 1 $ 10,000.00 $ 10,000.00 OBSTRUCTIONS 95 PAINT LINE 8-22 L.F. 458 z , 00 7/6 .00 96 PLASTIC CROSSWALK LINE 8-22 S.F. 154 11.co 4!6 , o v 97 PLASTIC STOP LINE 8-22 L.F. 116 8.00 9.2$.00 98 ROCK FOR ROCK WALL 8-24 TON 6 Sc, ea 3(50.00 Rainier Ave S(SR 167)Improvements Project Schedule of Prices,Addendum No.3 Phase 1:Shattuck Ave S Stormwater Bypass Page 7 of 8 July 2009 Page 9 Provided to Builders Exchange of WA, Inc. For usage Conditions Agreement see www.bxwa.com-Always Verify Scale SCHEDULE OF PRICES UNIT PRICES FOR ALL ITEMS,ALL EXTENSIONS AND TOTAL AMOUNT OF BID SHALL BE SHOWN. ALL ENTRIES SHALL BE WRITTEN IN INK OR TYPED TO VALIDATE BID. (NOTE:SHOW PRICE PER UNIT IN FIGURES ONLY.FIGURES WRITTEN TO THE RIGHT OF THE DOT(DECIMAL)IN THE PRICE PER UNIT COLUMN SHALL BE INTERPRETED AS CENTS) ITEM SPEC. TOTAL PRICE PER TOTAL AMOUNT NO. ITEM UNIT UNIT NO. QUANTITY (DOLLARS) DOLLARS SCHEDULE A 99 BOLLARD TYPE 1 8-26 EACH 5 p.00 70 35'00,o0 100 FIELD OFFICE BUILDING 8-27 L.S. 1 3po(.0.00 300o. oo 101 RELOCATING HISTORICAL MARKER 8-28 EACH 1 Z zo o, o0 DUCTILE 102 N. D AM. IRON STORM SEWER PIPE 18 7-04 L.F. 34 ?.0•0° 4 D 80. o0 103 OVERFLOW RISER WITH SHEAR GATE, 7-05 EACH 1 3,000.00 3 s 000, o 18 IN. DIAM. 104 GRAVEL BORROW INCL. HAUL 2-03 TON 360 30 .00 04800, o0 105 RAISED PAVEMENT MARKER TYPE 1 8-09 HUND 3 a aS.o o 00 106 RAISED PAVEMENT MARKER TYPE 2 8-09 HUND 1 SOO.00 SDO. vo SCHEDULE SUBTOTAL= $ II 8 4 7f"/80' 8 i 3JVon.�—cv'� Rainier Ave S(SR 167)Improvements Project Schedule of Prices,Addendum No.3 Phase 1:Shattuck Ave S Stormwater Bypass Page 8 of 8 July 2009 Page 10 Provided to Builders Exchange of WA, Inc. For usage Conditions Agreement see www.bxwa.com-Always Verify Scale ACKNOWLEDGEMENT OF RECEIPT OF ADDENDA ACKNOWLEDGEMENT OF RECEIPT OF ADDENDA: NO. Date ?bib 9 NO. Date 7/(9/615 NO. 3 Date 7/6/r' Signed Title 7 f3. }G h ' Name of Company I_etKF"AIb 4 Lr ts c I/cLO4,t41'N'T- I, 0-6 Address 13 b & 0-- I ti 6 City/State/Zip 0&:nf1O/� L 1& q g0Sr7 Telephone 4J2S' 22$ R7f b City of Renton State Contractor's Business License# 01. 02 O/4() License# L/,le&e o j. 13 Q , - Rainier Axe S(SR 167)Improvements Project Acknowledge of Receipt of Addenda Phase I: Shattuck Ave S Stormwater Bypass July 2009 Page 30 Acknowledgement of Receipt of Addenda Provided to Builders Exchange of WA, Inc. For usage Conditions Agreement see www.bxwa.com-Always Verify Scale 400 ',owe • BID BOND FORM Herewith find deposit in the form of a certified check, ier's the ,cash,or bid bond in the amount of $ which amount is o le ' five I .ent(5%)of the total bid. gnature Know All Men by These Presents: That we, LAKERIDGE DEVELOPMENT I, LLC , as Principal, and INDEMNITY COMPANY p DEVELOPERS SURETY AND as Surety, are held and firmly bound unto the City of Renton,as Obligee, in the penal sum of 5% of total amount bid (5%) dollars, for the payment of which the Principal and the Surety bind themselves, their heirs,executors, administrators, successors and assigns,jointly and severally,by these presents. The condition of this obligation ss such that if the Obligee shall make any award to the Principal for Rainier Ave S (SR 167) m accco rng oche>re9FINSFthe proposal or bid made by the Principal therefor, and the Principal shall duly make and enter into a contract with the Obligee in accordance with the terms of said proposal or bid and award and shall give bond for the faithful performance thereof, with Surety or Sureties approved by the Obligee;or if the Principal shall, in case of failure to do so,pay and forfeit to the Obligee the penal amount of the deposit specified in the call for bids, then this obligation shall be null and void; otherwise it shall be and remain in full force and effect and the Surety shall forthwith pay and forfeit to the Obligee,as penalty and liquidated damages,the amount of this bond. Signed, sealed and dated this 17th day of July 2009 Lakeridge Development I, LLC By: _Principal Developers Surety and Indemnify Company By: _ ' p - 1-09i /L.-- Surety Dan Bouc, Attorney—in—fact Received return of deposit in the sum of$ Rainier Ave S(SR 167)Improvements Project Bid Bond Form Phase 1: Shattuck Ave S Stormwatcr Bypass July 2009 e 31 Bid Bond Form sided to Builders Exchange of WA, Inc. For usage Conditions Agreement see www.bxwa.com-Always Verify Scale POWER OF ATTORNEY FOR DEVELOPERS SURETY AND INDEMNITY COMPANY INDEMNITY COMPANY OF CALIFORNIA PO Box 19725,IRVINE,CA 92623 (949)263-3300 KNOW ALL MEN BY THESE PRESENTS,that as except as expressly limited,DEVELOPERS SURETY AND INDEMNITY COMPANY and INDEMNITY COMPANY OF CALIFORNIA,do each,hereby make,constitute and appoint: ***Jake W. Murphree, Karen L. Staffanson, Dan Bouc, April Conover, Joel Hertzog, jointly or severally*** as their true and lawful Attorney(s)-in-Fact,to make,execute,deliver and acknowledge,for and on behalf of said corporations,as sureties,bonds,undertakings and contracts of surety- ship giving and granting unto said Attorney(s)-in-Fact full power and authority to do and to perform every act necessary,requisite or proper to be done in connection therewith as each of said corporations could do,but reserving to each of said corporations full power of substitution and revocation,and all of the acts of said Attorney(s)-in-Fact,pursuant to these presents, are hereby ratified and confirmed. This Power of Attorney is granted and is signed by facsimile under and by authority of the following resolutions adopted by the respective Board of Directors of DEVELOPERS SURETY AND INDEMNITY COMPANY and INDEMNITY COMPANY OF CALIFORNIA,effective as of January 1st.2008. RESOLVED,that the chairman of the Board,the President and any Vice President of the corporation be,and that each of them hereby is,authorized to execute Powers of Attorney,qualifying the attomey(s)named in the Powers of Attorney to execute,on behalf of the corporations,bonds,undertakings and contracts of suretyship;and that the Secretary or any Assistant Secretary of the corporations be,and each of them hereby is,authorized to attest the execution of any such Power of Attorney; RESOLVED,FURTHER,that the signatures of such officers may be affixed to any such Power of Attorney or to any certificate relating thereto by facsimile,and any such Power of Attorney or certificate bearing such facsimile signatures shall be valid and binding upon the corporations when so affixed and in the future with respect to any bond,undertaking or contract of suretyship to which it is attached. IN WITNESS WHEREOF,DEVELOPERS SURETY AND INDEMNITY COMPANY and INDEMNITY COMPANY OF CALIFORNIA have severally caused these presents to be signed by their respective Vice President and attested by their respective Assistant Secretary this January 1st,2008. By ,'' ti...A�fo h , Q pAN Y Stephen T.Pate,Senior Vice President r GaP Gn q � ; G OPPOAgT• � ecc_' OCT. i c i =~ OCT. r1 By:(� $ 9 10 a= 1967 Charles L.Day,Assistant Secretary `= ',�' 1 9 3 6 C O gd••...IOV'P.;. '.c �i q(lFoi;\"\ State of California * County of Orange On August 13th,2008 before me, Jenny TT Nguyen,Notary Public Date Here Insert Name and Title of the Officer personally appeared . Stephen T.Pate and Charles L.Day Name(s)of Signer(s) who proved to me on the basis of satisfactory evidence to be the person(s)whose name(s)is/are subscribed to the within instrument and acknowledged to me that he/she/they executed the same in his/her/their authorized JENNY rt. capacity(ies),and that by his/her/their signature(s)on the instrument the person(s),or the entity upon behalf of •` which the person(s)acted,executed the instrument. , , i COMM.#1791640 tl vtt�i`. ,44 NOTARY PUBLIC C IM*, ORANGE I certify under PENALTY OF PERJURY under the laws of the State of California that the foregoing paragraph is VIM*, true and correct. My comm.expires Feb 111,2012!' WITNESS my hand and official seal. Place Notary Seal Above Signature Je 4TT Ng .n 1 ![ CERTIFICATE The undersigned,as Assistant Secretary,of DEVELOPERS SURETY AND INDEMNITY COMPANY and INDEMNITY COMPANY OF CALIFORNIA,does hereby certify that the foregoing Power of Attorney remains in full force and has not been revoked,and furthermore,that the provisions of the resolutions of the respective Boards of Directors of said corporations set forth in the Power of Attorney,are in force as of the date of this Certificate. This Certificate is executed in the City of Irvine,California,thel(tho J day ZOO By: Albert Hillebrand,Assistant ecretary I D-1380(Wet)(Rev.07/07) Now 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: ('._) No Federal appropriated funds have been ca!d or wil be pad, by or on beha f of the un^dersioned,to any person for inflziencing o, attemptinci to inf!ue"ce an officer or employee of any Federal agency. a Member of Congress. an officer or employee of Congress, Dr an employee of a Member of Congress in connecticin wiltrii the awarding of any Fe,era'contract.the rfakina of any Federal Grant.the making of any Federal loan,the entering into of any cool, alive ao e,emeint,arc the extension, continuation. renewal, amendment, r modification of any Federal contract,gran:, loan or cooperative agreement. (2) if any funds other than Federal appropriated funds have been paid orwill he paid to any person far influencing ar atteriptir;g to influence an officer or employee cf any Federal agency, a Membe.r Membercif Congress, an officer or employee of Congress,or an erip o,c e of a Member of Congress Kress in connection th'S Fe,derai contract. grant,loan, or ccocera:i'de agreen ei c, the undersigned shall complete and:submit Standard rd Fon--LLL. D solos re Form to Report Lilt- •ii-r. i accordance wren is instructions. This ce'hification is material representation of the fact upon which reliance was paced when this transaction was made or enterer; nto. Submission ofthis cettificat on is a oirere.dLiiisite for mal;inu or enrenna into this transaction imposed by Section 1352,`2,Title 31, 'JS.Code. Any person who fails to file the requted certification shall be 3Ubject to a civil penalty of not less than$'C C-0a and not Plane than$ 30,030 for each f;ihre. The prospective cartici:cant also agrees' s -briittin.c his or he.bid or protccs,ai that he or she sral regu:re mat the lanouare of this certification be included in ail lower tier subcontracts. which exceed S101300 and that al such su;^reci,oiert3 shall c:ertifyan disclose scicse acc rdi gl;,. =T -n_ '1:=- Rainier Ave S(SR 167)Improvements Project Certification of Federal-Aid Contracts Phase 1: Shattuck Ave S Stormssater Bypass July 2009 Page 32 Certification for Federal-Aid Contracts Provided to Builders Exchange of WA, Inc. For usage Conditions Agreement see www.bxwa.com-Always Verify Scale Napo CERTIFICATION OF EQUAL EMPLOYMENT OPPORTUNITY REPORT Certification with regard to the Performance of Previous Contracts or Sub-contracts subject to the Equal Opportunity Clause and the filing of Required Reports. The bidder , proposed subcontractor_, hereby certifies that he has__, has not , participated in a previous contract or subcontract subject to the equal opportunity clause,as required by Executive Orders 10925, 11 114 or 11246, and that he has , has not , filed with the Joint Reporting Committee the Director of the Office of Federal Contract Compliance, a Federal Government contracting or administering agency, or the former President's Committee on Equal Employment Opportunity, all reports due under the applicable filing requirements. r . kik Ge F,tr- co By: iL 1 rie 9 MArA (s a Date: (Title) Note: The above certification is required by the Equal Employment Opportunity Regulations of the Secretary of Labor [41 CFR 60-1.7 (b) (1)], and must be submitted by bidders and proposed subcontractors only in connection with contracts and subcontracts which are subject to the equal opportunity clause. Contracts and subcontracts which are exempt from the equal opportunity clause are set forth in 41 CFR 60-1.5. (Generally only contracts or subcontracts of$10,000 or under are exempt.) Currently, Standard Form 100 (EEO-1) is the only report required by the Executive Orders or their implementing regulations. Proposed prime contractors and subcontractors who have participated in a previous contract or subcontract subject to the Executive Orders and have not filed the required reports should note that 41 CFR 60-1.7 (b) (1) (i) prevents the award of contracts and subcontractors unless such contractor submits a report covering the delinquent period or such other period specified by the Federal Highways Administration or by the Director,Office of Federal Contract Compliance, U.S. Department of Labor. Rainier Ave S(SR 167)Improvements Project Certification of Equal Employment Opportunity Report Phase 1: Shattuck Ave S Stormwater Bypass July 2009 Page 33 Certification of Equal Employment Opportunity Report Provided to Builders Exchange of WA, Inc. For usage Conditions Agreement see www.bxwa.com-Always Verify Scale Failure to return this Declaration as part of the bid proposal package will make the bid nonresponsive and ineligible for award, NON-COLLUSION DECLARATION 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 un•rersignec aersa'(s),firm, association or corporation has (have;not,eitherdrectly or indirectly, entered into any agreemen`., par:cipated in any:colLsiort, or otherwise ta_+:en any action in restraint cf free camaetitive la riding h connect'ort,t+,t".the'project for which this proposal is submitted 2. That by signing the signature page of this proposal,I am deemed to have signed and to have agreed to the provisions of this declaration. NOTICE TO ALL BIDDERS To repc+r, ricahg activities call: 1-800-424-9071 The U.S. Dopa tient of Transportation:.nsportation 1,l S c T operates the 7f?t3•de tori free _hot:ine'Monday tli-ouon Fri ay.S',30 a rr.to 5.03 p.n.,eastern tirre Anyone tv t r rice of oriole It d racing. b'.dder ctrl sign, 07 other fra.du elft activA,es sshaJd use he" aline'to report such activities. The 'hot iris 5 part of I S=OT's continuing effort:o dent-` and invescgate highway construction contract fraud and abuse and operated under t~.e thecticr7 cf the lSS : . inspector General. All information.wil Pe seated conflie7t.aFy and caller a•~onymty-MI be 7espected. _CT 77::::::•13 :EF Rainier Ave S(SR 167)Improvements Project Non-Collusion Declaration Phase I: Shattuck Ave S Stonnwater Bypass July.2009 Page 34 Non-Collusion Declaration Provided to Builders Exchange of WA, Inc. For usage Conditions Agreement see www.bxwa.com-Always Verify Scale Now w NON-COLLUSION AND DEBARMENT AFFIDAVIT * STATE OF WASHINGTON ) ** COUNTY OF K(-d1 A/4 ) ft I, the undersigned, an authorized representative of.r•**lied: ClaZi P ptrMtsito vFal 1.-1)e-_,,, , being first duly sworn on oath do hereby certify that said person(s), firm, association or corporation has (have) not, either 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. I further certify that, except as noted below, the firm, associated or corporation or any person in a controlling capacity associated therewith or any position involving the administration of federal funds; is not currently under suspension, debarment, voluntary exclusion, or determination of ineligibility by any federal agency; has not been suspended, debarred, voluntarily excluded or determined ineligible by any federal agency within the past 3 years; does not have a proposed debarment pending; and has not been indicted, convicted, or had a civil judgment rendered against said person, firm, association or corporation by a court of competent jurisdiction in any matter involving fraud or official misconduct within the past 3 years. I further acknowledge that by signing the signature page of the proposal, I am deemed to have signed and have agreed to the provisions of this affidavit. Rainier Ave (SR 167 iprovements Project-Phase 1: Shattuck Ave S Stormwater Bypass / Name of Project �^ b l . '.( E1-(k3 —itI- LLG Name of Bidder's Firm gnature of Authorized Rep7 entative of Bidder 7/7 09 Date I certify that I know or have satisfactory evidence that is the person who appeared before me, and said person acknowledged that (he/she) signed this instrument and acknowledged it to be (his/her)free and voluntary act for the uses and purposes mentioned in the instrument. Dated /z/[ r`t '' �{dy' S��, �� Fl:),% "+, Notary Public in nd for the State : 10 NOTARY ass of Washington residing at 12e„J oh ®to PUBLIC s 2' , / e-A g Notary(print): Y 0 h ) 1, lam✓°1 h 5. S9* "t rs o4/toe My appointment expires: 2 0 NOTE: O®®4 �p� , to l,• Exceptions4, n lbale' result in denial of award, but will be considered in determining bidder responsibility. For any exception noted, indicate a tlitt om it applies,initiating agency,and dates of action. Providing false information may result in criminal prosecution or administrative sanctions. * A suspending or debarring official may grant an exception permitting a debarred,suspended,or excluded person to participate in a particular transaction upon a written determination by such official stating the reason(s)for deviating from the Presidential policy established by Executive order 12549..."(49 CFR Part 29 Section 29.215). a' If notarization of proposal takes place outside of Washington State.DELETE WASHINGTON,and enter appropriate State. ;,a' Fill in county where notarization of proposal takes place. i$4 Fill in firm name. Rainier Ave S(SR 167)Improvements Project Non-Collusion Declaration and Debarment Affidavit Phase I: Shattuck Ave S Storni water Bypass July 20(19 Page 35 Non-Collusion and Debarment Affidavit Provided to Builders Exchange of WA, Inc. For usage Conditions Agreement see www.bxwa.com-Always Verify Scale CERTIFICATION RE: ASSIGNMENT OF ANTITRUST CLAIMS TO PURCHASER STATE OF WASHINGTON ) ) SS COUNTY OF KING ) Vendor and purchaser recognize that in actual economic practice overcharges resulting from antitrust violations are in fact usually borne by the purchaser. Therefore, vendor hereby assigns to purchaser any and all claims for such overcharges as to goods and materials purchased in connection with this order or contract, except as to overcharges resulting from antitrust violations commencing after the date of the bid,quotation, or other event establishing the price under this order or contract. In addition, vendor warrants and represents that each of his suppliers and subcontractors shall assign any and all such claims to purchaser, subject to the aforementioned exception. Rainier Ave S (SR 167)Improvements Project—Phase 1: Shattuck Ave S Stormwater Bypass Name of Project t,LdpM -LLc Name of Bidder's Firm Je Sit_ ture of Authorizedf epresentative of Bidder 7/709 Date I certify that I know or have satisfactory evidence that is the person who appeared before me, and said person acknowledged that (he/she) signed this instrument and acknowledged it to be (his/her) free and voluntary act for the uses and purposes mentioned in the instrument. Dated 7/1 7/0 ) `�oticiii,;�. Notary Public n and or the State s 1Nr , v� ,. ...........9 of Washington residing at �28rvt�Yi e°7�. .fsstoN,c°.�o ',, , � � 4,..p. :° Notary(print): yr,hp,h 5% kin H s� .° NOTARY `� � My appointment expires: d G / I (I- / 'Zv/ 0 -, P t PUBLIC a z:; -fitut Rainier Ave S(SR 167)Improvements Project Assienment of Antitrust Claims Phase 1: Shattuck Ave S Stormwater Bypass July 2009 Page 36 Certification RE:Assignment of Antitrust Claims to Purchaser Provided to Builders Exchange of WA, Inc. For usage Conditions Agreement see www.bxwa.com-Always Verify Scale *timire Nome MINIMUM WAGE AFFIDAVIT FORM STATE OF WASHINGTON ) ) SS COUNTY OF KING ) I, the undersigned, having been duly sworn, deposed, say and certify that in connection with the performance of the work of this project, I will pay each classification of laborer, workman, or mechanic employed in the performance of such work, not less than the prevailing rate of wage or not less than the minimum rate of wages as specified in the principal contract; that I have read the above and foregoing statement and certificate, know the contents thereof and the substance as set forth therein, is true to my knowledge and belief. Rainier Ave S (SR 167)Improvements Project—Phase 1: Shattuck Ave S Stormwater Bypass L4k,co Name of Project . G .,t.�E.ter— 1.._ L S C Ia ale of Bidder's Firm t 79 Signatur . Aut- )rized Representative of idder WO01 Date I certify that I know or have satisfactory evidence that is the person who appeared before me, and said person acknowledged that (he/she) signed this instrument and acknowledged it to be (his/her) free and voluntary act for the uses and purposes mentioned in the instrument. Dated 7 /1 71 a`����ING L4;„s. Notary Public in and for the State ..,• ,'Pf\esSiO v E 7."IA of Washington residing at /2e d„ i oV NOTARY `� Notary(print): yth h/2,h� Li o++'1 5- II mA PUBLIC e Z My appointment expires: t'6 7 i v/a 10;cc• o;Y14J20 20..."„ lot.,,•• N•••wn ,t,.:, a+Y '//®'QF WAS”' `- Rainier.Ave S(SR 167)Improvements Project Minimum Wage Affidavit Form Phase I: Shattuck Ave S Stormwater Bypass July 2009 Page 37 Minimum Wage Affidavit Form Provided to Builders Exchange of WA, Inc. For usage Conditions Agreement see www.bxwa.com-Always Verify Scale **le vele Disadvantaged Business Washirrgtan State g FAr Deptartment o1 Transportation Enterprise Utilization Certification eligible for award his o:_=ras:^he .. rest f out and subr-t,as part of Is b d proposal re fano rtg a+sacjan:sgeO _.sines E',erpriae i alt a:i n.°ert.los:ion•_a:ing:0_ia:vanta. _:Bu__ea_Enteforse rJBEi requirer-_ .s.Er:e oncact;ng .g ,.;f s-a: sider= respons-re ant s^a rejecf.d. , c. propo tri_,..__s :onta^a DEE Cert ficadon whit--properly :_i n_:rat_s that his bidder will meet he CEE partcipat r-.requires_:-:s in_ _of he r., ___vide:)for he propose:o.::rac:. f t'-e bidder s :ying r tie good fait?"effort 1 shod:o meet he C__assigned tont-a:-t goal.doc.ilientation additc to the ert'icate must oe s: tit ed'wit't'e bid:•c:c:aal ss support f:s•,:h_fro-s.The suo:esf,r bidder's DEE Cert to.,_ion shall --ted a part of t'-e res;• g:ont _t.,nfo,rmat c-on:ertfied firms o_.vailable ort 'I E- t:ephone ,L S in t:a��es c1.6tyr,i4E.art— 1 e.�L _ertfie DBE,Firrra.ate:below have been contact_ regarding_a.ac..eaon t' S-:t. i t a t_,e, is s.;x_>s uI f^ oripsot and s awarded the_ont a_t..shall ass.'_hsr.sub„_,.,ra..:s or supply agreer s-a are_aec ed wit:,t'c;e 9rr','wher_.-_. Ar.'._ ':. !.741 __-,_wards Goal" -t_:. (if rreoessary._se e:::ional sheet.) Project Role • Amount to Name, of DBE ,:o'vme•Subcontractor. o Certificate Number �tant,racttrar, Q scription of Work be Applied ReguiarDessert Towards Goal .4-107Miy pit vcitsLt./ . o►M290iesz1- scPnvi" i81,10G • 4. 77, Disc .-an :BSIEn a n*-a tGoal: /11'7177419 6Tota S /0 6 _k,a __a_ .._.a,n -._.-ppror_l of or::bisLorris 1L`._ T fa?I pot-ani :er: or .. EF_....•:r or_aroor:n.. " '_e 1._._..,_r __ c: _ _r;i. .3^17:,...3r; ,__1:r<y t _::'iCori-Kt:::iso.inerri. Tie,Thir. 10-_. T`:'iS i_Oa_-0:'. :t._bios sT_t: ;:031 '.1 i1__v9J:0."' .. ...T_i1 " � u __. ....,a,. ,. _ 3 f.yft:J.a;a71;:-.1r7.1; <._....-t: INT:re ELT 6 .'r=ar'allc isle:Eha(l -_3': ?'..l_::CaiU be :_< Rainier Ave S(SR 167)Improvements Project Disadvantaged Business Enterprise Utilization Certification Phase 1: Shattuck Ave S Stoniiwater Bypass July 2009 Page 38 Disadvantaged Business Enterprise Utilization Certification Provided to Builders Exchange of WA, Inc. For usage Conditions Agreement see www.bxwa.com-Always Verify Scale *epee vtimo. • SUBCONTRACTOR LIST FORM RCW 39.30.060 requires that for all public works contracts exceeding$1,000,000 the bidder shall submit the names of all subcontractors whose subcontract amount exceeds ten percent (10%) of the contract price, and/or whose work involves either heating,air conditioning, ventilation, plumbing,or electrical. If the subcontractor's names are not submitted with the bid, or within 24 hours of the bid, the bid shall be considered nonresponsive and,therefore, void. Complete one of the following for contracts that exceed$1,000,000: A. There are no subcontractors proposed whose subcontract amount exceeds ten percent (10%) of the contract price. Name: Title: Signature: B. The following subcontractor(s) subcontract amount exceeds 10 percent (10%) of the contract price: (list subcontractor and bid item) Bid Item(s): 2. Subcontractor Name: 1.1or y PAvc hP ) A.--G Address: LI i/CO 5 /3/ ��- P tA.Lt 1 cK tv1 LA- 9 &y86 Phone No.: 2.4‘ 3 Ly.O/Q(, State Contractor's License No. I-1 07 ti j i * 24 7 Bid Item(s): Subcontractor Name: Address: Phone No.: State Contractor's License No. Bid Item(s): Subcontractor Name: Address: Phone No.: State Contractor's License No. Bid Item(s): Subcontractor Name: Address: Phone No.: State Contractor's License No. Rainier Ave S(SR 167)Improvements Project Subcontractor List Form Phase I: Shattuck Ave S Stormwater Bypass July 2009 Page 39 Subcontractor List Form Provided to Builders Exchange of WA, Inc. For usage Conditions Agreement see www.bxwa.com-Always Verify Scale r.r/ Bid Item(s): Subcontractor Name: Address: Phone No.: State Contractor's License No. Bid Item(s): Subcontractor Name: Address: Phone No.: State Contractor's License No. Bid Item(s): Subcontractor Name: Address: P oie No.: State Contractor's License No. 7/» oy Signature f ut rized Representative o Bidder Subscribed and sworn to be before me on this I7 tilday of J J �_, ?0 p j. Notary Public in and for the State of Washington ig ' �eC CJ- y > N ��.. Notary(Print) � '� s • C9 ` -'® \*'•ws®w°0• \R• " Residing at )2.e',yr,' ®9Ait� o xa'' /My appointment expires: fl 6 ! (y-4o Rainier Ave S(SR 167)Improvements Project Subcontractor List Form Phase I: Shattuck Ave S Stormwater Bypass July 2009 Page 40 Provided to Builders Exchange of WA, Inc. For usage Conditions Agreement see www.bxwa.com-Always Verify Scale %re Nome City of Renton Contract Documents for Rainier Ave S (SR 167) Improvements Project Phase 1: Shattuck Ave S Stormwater Bypass III. PROJECT PROPOSAL Project: Rainier Ave S (SR 167) Improvements Project Phase 1: Shattuck Ave S Stormwater Bypass Project No. CAG-09-125 Company: Hos Bros. Construction, Inc. Address: P.O. Box 1788 Woodinville, WA 98072 Phone No: 425-481-5569 Fax No: 425-485-6634 Bid Amount: $ a ) 7%s . Page 17 III. Project Proposal Provided to Builders Exchange of WA, Inc. For usage Conditions Agreement see www.bxwa.com-Always Verify Scale • CITY OF RENTON Rainier Ave S (SR 167)Improvements Project Phase 1: Shattuck Ave S Stormwater Bypass Federal Aid Number: ARRA-0167(044) PROPOSAL TO THE CITY OF RENTON RENTON, WASHINGTON Ladies and/or Gentlemen: The undersigned hereby certify that the bidder has examined the site of the proposed work and has read and thoroughly understands the plans, specifications, and contract governing the work embraced in this improvement, and the method by which payment will be made for said work, and hereby propose to undertake and complete the work embraced in this improvement, or as much thereof as can be completed with the money available,in accordance with the said plans, specifications and contract,and the following schedule of rates and prices. (Note: Unit prices for all items,all extensions, and total amount of bid shall be shown. Show unit prices in figures only.) Printed Name: John C..,t Signature: r - /111pr, Address: P.O. Box 1788 Woodinville, WA 98072 Names of Members of Partnership: Or Name of President of Corporation John Caunt Name of Secretary of Corporation Branston Weyer Corporation Organized under the laws of Washington with main office in State of Washington at Woodinville Rainier Ave S(SR 167)Improvements Project Proposal Phase I: Shattuck Ave S Stormwater Bypass July 2009 Page 19 Proposal Provided to Builders Exchange of WA, Inc. For usage Conditions Agreement see www.bxwa.com-Always Verify Scale . sine SCHEDULE OF PRICES UNIT PRICES FOR ALL ITEMS,ALL EXTENSIONS AND TOTAL AMOUNT OF BID SHALL BE SHOWN. ALL ENTRIES SHALL BE WRITTEN IN INK OR TYPED TO VALIDATE BID. (NOTE:SHOW PRICE PER UNT IN FIGURES ONLY.FIGURES WRITTEN TO THE RIGHT OF THE DOT(DECIMAL)IN THE PRICE PER UNIT COLUMN SHALL BE INTERPRETED AS CENTS) ITEM SPEC. TOTAL PRICE PER TOTAL AMOUNT NO. ITEM NO. UNIT QUANTITY UNIT (DOLLARS) DOLLARS SCHEDULE A 1 MINOR CHANGE 1-04 CALC 1 $ 5,000.00 $ 5,000.00 2 CONTRACTOR SUPPLIED SURVEYING 1-05 L.S. 1 $IO,,%OD.00 10I4600." 3 SPCC PLAN 1-07 L.S. 1 $5l . ° S 7 .$O 4 ARCHAEOLOGICAL AND HISTORICAL 1-07 EST. 1 $ 25,000.00 $ 25,000.00 SALVAGE PEDESTIAN5 PROTECRIONCONTROL AND 1-07 L.S. 1 1461,45&-. f�r�37.3� 6 HIGH VISIBILITY FENCE 1-08 L.F. 87 te14 Iq i 36i4.53 7 MOBILIZATION 1-09 L.S. 1 $ J1OiOOOj2000Oo0 ° PROJECT 8 CONTROLTEMPORARYTRAFFIC 1-10 L.S. 1 4LOr0°D'0 9O O00.°° 1 r 9 UTILITY POTHOLING 1-17 EST. 1 $ 25,000.00 $ 25,000.00 10 RESOLUTION OF UTILITY CONFLICTS 1-17 EST. 1 $ 50,000.00 $ 50,000.00 11 CLEARING AND GRUBBING 2-01 ACRE 0.03 7(4,1510\ 11�O}�.71 12 ROADSIDE CLEANUP 2-01 EST. 1 $ 10,000.00 $ 10,000.00 REMOVAL OF STRUCTURES AND 13 OBSTRUCTION 2-02 L.S. 1 isaolow 00 -00,000.00 14 REMOVING CEMENT CONC. SIDEWALK 2-02 S.Y. 328 $ '55. 54.1 l 5 Va. I Rainier Ave S(SR 167)Improvements Project Schedule of Prices,Addendum No.3 Phase 1:Shattuck Ave S Stormwater Bypass Page 1 of 8 July 2009 Page 3 Schedule of Prices Provided to Builders Exchange of WA, Inc. For usage Conditions Agreement see www.bxwa.com-Always Verify Scale `, w/ SCHEDULE OF PRICES UNIT PRICES FOR ALL ITEMS,ALL EXTENSIONS AND TOTAL AMOUNT OF BID SHALL BE SHOWN. ALL ENTRIES SHALL BE WRITTEN IN INK OR TYPED TO VALIDATE BID. (NOTE:SHOW PRICE PER UNIT IN FIGURES ONLY.FIGURES WRITTEN TO THE RIGHT OF THE DOT(DECIMAL)IN THE PRICE PER UNIT COLUMN SHALL BE INTERPRETED AS CENTS) ITEM SPEC. TOTAL PRICE PER TOTAL AMOUNT NO. ITEM NO. UNIT QUANTITY UNIT (DOLLARS) DOLLARS SCHEDULE A 15 REMOVING ASPHALT CONC. 2-02 S.Y. 2,869y� PAVEMENT $�, y z.. ,�)I Z�fi, 16 REMOVING CEMENT CONC. CURB AND 2-02 L.F. S SO GUTTER 450 4 �. "'I `-' 17 ABANDON AND FILL STORM DRAIN 2-02 L.F. 480 i,37. 3t, S, Hi 13a.%o PIPE 18 REMOVING CHAIN LINK FENCE 2-02 L.F. 60 $ G 5 4 $ 57a 4.0 19 SAWCUTTING 2-02 L.F. 2,830 4 a.0 i 7l 1712J 20 ROADWAY EXCAVATION INCL. HAUL 2-03 C.Y. 1,024 $X6,O 2- I6. 6 4 N.4% 21 ABANDONMENT OF MONITORING 2-05 EACH 113-11.50 3 $ 5� 15d .s O 22 STRUCTURE EXCAVATION CLASS A 2-09 C.Y. Z INCL. HAUL 113 4 33.41 $ 3,,T8, 23 SSHORING OR EXTRA EXCAVATION CL. �a 2-09 L.S. 1 i) 5 . 5} SO T Sv STRUCTURE EXCAVATION CLASS B 24 INCL. HAUL 2-09 C.Y. 4,977 S14.10 vii lir. 25 SHORING OR EXTRA EXCAVATION 2-09 S.F. 19,246 (d b° CLASS B (. �� t70. 26 CONSTRUCTION GEOTEXTILE FOR 2-12 S.Y. 4,563 0(o IS SEPARATION 4 ' , 4 y 1 36 27 CRUSHED SURFACING TOP COURSE 4-04 TON 949 1(3.10 i 14 70),90 28 PLANING BITUMINOUS PAVEMENT 5-04 S.Y. 1,560 4 ‘.51 i55 ,60 Rainier Ave S(SR 167)Improvements Project Schedule of Prices,Addendum No.3 Phase 1:Shattuck Ave S Stormwater Bypass Page 2 of 8 July 2009 Page 4 Provided to Builders Exchange of WA, Inc. For usage Conditions Agreement see www.bxwa.com-Always V rife Srala SCHEDULE OF PRICES UNIT PRICES FOR ALL ITEMS,ALL EXTENSIONS AND TOTAL AMOUNT OF BID SHALL BE SHOWN. ALL ENTRIES SHALL BE WRITTEN IN INK OR TYPED TO VALIDATE BID. (NOTE:SHOW PRICE PER UNIT IN FIGURES ONLY.FIGURES WRITTEN TO THE RIGHT OF THE DOT(DECIMAL)IN THE PRICE PER UNIT COLUMN SHALL BE INTERPRETED AS CENTS) ITEM SPEC. TOTAL PRICE PER TOTAL AMOUNT NO. ITEM NO. UNIT QUANTITY UNIT (DOLLARS) DOLLARS SCHEDULE A 29 HMA CL. 1/2 IN. PG 64-22 5-04 TON 2,182 $t5s1 $ 33 30 CEMENT CONC. PAVEMENT 5-05 C.Y. 18 �j� INCLUDING DOWELS $���, �I Oqf�, �{ 31 CONC. CLASS 4000 FOR FOUNDATION 6-02 C.Y. 95 4 3� `00 41.H, 040. pu 32 ST. REINF. BAR FOR FOUNDATION 6-02 LB. 9,322 f I. 6a $ as l Q f 44 33 UNDERDRAIN PIPE 6 IN.DIAM. 7-01 L.F. 220 i .,5 465 151 (AT 00 34 TESTING STORM SEWER PIPE 7-04 L.F. 1,686 gi, fi,5T $, 13�(f i f y2_ 35 CORRUGATED POLYETHYLENE STORM 7-04 L.F. 432 5� SEWER PIPE 12 IN. DIAM. 'oa. $ 4.9.1- 19.5L CORRUG 36 SEWER PAPEDI8 INAMYLENE STORM 7-04 L.F. 39211`1.51 f. S1 . ()5.11 37 CORRUGATED POLYETHYLENE STORM 7-04 L.F. 1,139 p3.4:6 }1 ? 69 SEWER PIPE 48 IN. DIAM. $ 31'1`t5O, 38 DUCTILE IRON STORM SEWER PIPE 12 7-04 L.F. 81 1%1.01 It t,c1. IN. DIAM. S 39 CONCRETE INLET 7-05 EACH 4 id‘qa.°5 1 t ,66(6.20 40 CATCH BASIN TYPE 1 7-05 EACH 9 $1I%"- $ l L 137 3b • 41 CATCH BASIN TYPE 2 48 IN. DIAM. 7-05 EACH 3 $• Ittlio C5 i, n, Lv6.15 42 CATCH BASIN TYPE 2 72 IN. DIAM. 7-05 EACH 1 f•1113%%'2- 1 11131)(6,}Z Rainier Ave S(SR 167)Improvements Project Schedule of Prices,Addendum No.3 Phase 1:Shattuck Ave S Stormwater Bypass Page 3 of 8 July 2009 Page 5 Provided to Builders Exchange of WA, Inc. For usage Conditions Aareement see www.bxwa com-AlwavR VArifv Scala SCHEDULE OF PRICES UNIT PRICES FOR ALL ITEMS,ALL EXTENSIONS AND TOTAL AMOUNT OF BID SHALL BE SHOWN. ALL ENTRIES SHALL BE WRITTEN IN INK OR TYPED TO VALIDATE BID. (NOTE:SHOW PRICE PER UNIT IN FIGURES ONLY.FIGURES WRITTEN TO THE RIGHT OF THE DOT(DECIMAL)IN THE PRICE PER UNIT COLUMN SHALL BE INTERPRETED AS CENTS) PRICE PER ITEM ITEM SPEC. UNIT TOTAL UNIT TOTAL AMOUNT NO. NO. QUANTITY DOLLARS (DOLLARS) SCHEDULE A 43 CATCH BASIN TYPE 2 84 IN. DIAM. 7-05 EACH 7 S51330.541 $' ¶5 311.1. I3 44 CATCH BASIN TYPE 2 84 IN. DIAM.WITH 7-05 EACH 21)1‘303.°5 32 bob. /0 CASINGI 45 ABANDON EXISTING MANHOLE 7-05 EACH 2 $112.15.90 $ Z 11j 5 •• 6L 46CSTRUCTUREON TO DRAINAGE 7-05 EACH 6 $0.51,s1 $11, 101 47 CONNECTION TO EXISTING MANHOLE 7-05 EACH 2 $24" •05 $ !.tIQ1,to 1 l 48 CONNECT STRUCTURE TO EXISTING 7-05 EACH 9 $1104U �-q Q 6 PIPE . 1 ��u!Q . 49 ADJUST MANHOLE 7-05 EACH 7 Olei,41 4 C.t 2.15•9- 50 MANHOLE 48 IN. DIAM.TYPE SANITARY 7-05 EACH 3 $Lyj9. o 4 13,O3y,1° 51 SANITARY MANHOLE EXTRA SHALLOW 7-05 EACH 1u }Z 1-119 ‘1.} _ TYPE C I�y6�, 52 ADJUST CATCH BASIN 7-05 EACH 1 i' 2.6.15 $124.15 53 LOCKING SOLID METAL COVER AND 7-05 EACH 1 3Z- FRAME FOR CATCH BASIN49102- "l 10 54 ADJUST VALVE BOX 7-05 EACH 8 i,gd5.42- $ 711965 55 DEWATERING 7-06 L.S. 1 $110,40). $ l/0,y 63 36 56 BANK RUN GRAVEL FOR TRENCH 7-09 C.Y. 1,500 i 2.(.L5 io-52.,10.5 00 BACKFILL Rainier Ave S(SR 167)Improvements Project Schedule of Prices,Addendum No.3 Phase 1:Shattuck Ave S Stormwater Bypass Page 4 of 8 July 2009 Page 6 Prnviriari fn Pi 1ilriarc Pvnhanna of\A/A Inn Pnr I C.nnriifinnc AnrnPmnnf CPP 1AAAAA/hv\Ara cnm- Ahe/ave\/arifv Pnnlc SCHEDULE OF PRICES UNIT PRICES FOR ALL ITEMS,ALL EXTENSIONS AND TOTAL AMOUNT OF BID SHALL BE SHOWN. ALL ENTRIES SHALL BE WRITTEN IN INK OR TYPED TO VALIDATE BID. (NOTE:SHOW PRICE PER UNIT IN FIGURES ONLY.FIGURES WRITTEN TO THE RIGHT OF THE DOT(DECIMAL)IN THE PRICE PER UNIT COLUMN SHALL BE INTERPRETED AS CENTS) ITEM SPEC. TOTAL PRICE PER TOTAL AMOUNT NO. ITEM NO. UNIT QUANTITY UNIT (DOLLARS) DOLLARS SCHEDULE A 57 HYDRANT ASSEMBLY 7-14 EACH 1 1.,553,15 $071553 '5 58 WATER SERVICE AND CONNECTION TO 7-15 EACH 12 $215 15 (� 00 EXISTING MAIN �5�5 3 i S u1 . 59 TELEVISION INSPECTION 7-17 L.S. 1 $21041." 2i 01ACCI1 60 TEMPORARY BYPASS PUMPING 7-17 L.S. 1 4)111711.V $ 111777 $t 61 PVC SANITARY SEWER PIPE 8 IN. DIAM. 7-17 L.F. 173 $ 92.'k $ 62 ESC LEAD 8-01 DAY 80 /11,4° 1 7I3 1L •00 63 PERMANENT EROSION CONTROL 8-01 S.Y. 267 $1-.�j S 'I 959."BLANKET 64 INLET PROTECTION 8-01 EACH 21 i)/L1.V6 $ )1 111.1% 2% 65 EROSION/WATER POLLUTION 8-01 EST. 1 $ 25,000.00 $ 25,000.00 CONTROL 66 BARK OR WOOD CHIP MULCH 8-02 C.Y. 72 4e51.41)913 1.32 .41) 67 TOPSOIL TYPE A 8-02 C.Y. 144 $91`0y $ 5.101 .41, PSIPE-68 HATSUP"OSA RUGOSA"FRU DAGMAR 8-02 EACH 502 D ,9 $4,337.21 69 PSIPE-MAHONIA NEROSA 8-02 EACH 590 $ 1 tc4 $ it I T�%.2 ° 70 PSIPE-SESLARIA AUTUMNALIS 8-02 EACH 370 109 4,3114/L4)0 Rainier Ave S(SR 167)Improvements Project Schedule of Prices,Addendum No.3 Phase 1:Shattuck Ave S Stormwater Bypass Page 5 of 8 July 2009 Page 7 Provided to Builders Exchange of WA. Inc. For usaae Conditions Aareement see www hewn nom-Always varifs,RcnIa SCHEDULE OF PRICES UNIT PRICES FOR ALL ITEMS,ALL EXTENSIONS AND TOTAL AMOUNT OF BID SHALL BE SHOWN. ALL ENTRIES SHALL BE WRITTEN IN INK OR TYPED TO VALIDATE BID. (NOTE:SHOW PRICE PER UNIT IN FIGURES ONLY.FIGURES WRITTEN TO THE RIGHT OF THE DOT(DECIMAL)IN THE PRICE PER UNIT COLUMN SHALL BE INTERPRETED AS CENTS) ITEM SPEC. TOTAL PRICE PER TOTAL AMOUNT NO. ITEM NO. UNIT QUANTITY UNIT (DOLLARS) DOLLARS SCHEDULE A 71 CEMENT CONC.TRAFFIC CURB AND 8-04 L.F. 1,206 trick Q GUTTERS/461% i,591 1 1 \.�v 72 CEMENT CONC. PEDESTRIAN CURB 8-04 L.F. 16 26 6S 1 9 2.L f6i 73 TYPE A PRECAST TRAFFIC CURB 8-04 L.F. 54 $zo,b7 $ 1,0.$3.4-11. 74 CEMENT CONC. DRIVEWAY ENTRANCE 8-06 S.Y. 88 146,02_ $ H 2X5.7 TYPE A J I 75 CEMENT CONC. DRIVEWAY ENTRANCE 8-06 S.Y. 42 Li� ,n . TYPE B $2,014.%9 76 CEMENT CONC. DRIVEWAY ENTRANCE 8-06 S.Y. 235 $ \coZi 2%4.4 0 TYPE CS 77 CHAIN LINK FENCE TYPE 6 8-12 L.F. 31 $ M '\ $ 770 0y END, GATE, CORNER,78 FOR CHAIN LINK FENCE PULL POST 8-12 EACH 4 $Zi 6 00 I Cib�. OV 79 MONUMENT CASE AND COVER 8-13 EACH 3 $ 010.°° i 312L1 o ,OO 80 ADJUST MONUMENT CASE AND COVER 8-13 EACH 2 d 110%0100 .$ 2, 1 (AD. " 81 CEMENT CONC. SIDEWALK 8-14 S.Y. 466 4:9-.22.. $ )71?vytt 52- • 82 3A CEMENT CONC. SIDEWALK RAMP TYPE $1100(3.°8.14 EACH 3 3 $3,0141),° 1 83 2A MENT CONC. SIDEWALK RAMP TYPE 8-14 EACH 4 I i X06,Uq $ 4 i 02.4� 36 5 CEMENT CONC. SIDEWALK RAMP TYPE 84 $1%00058 14 EACH 3 $ 310 %. 0 1 Rainier Ave S(SR 167)Improvements Project Schedule of Prices,Addendum No.3 Phase 1:Shattuck Ave S Stormwater Bypass Page 6 of 8 July 2009 Page 8 Provided to Builders Exchange of WA, Inc. For usage Conditions Agreement see www.bxwa.com-Always Verify Scale SCHEDULE OF PRICES UNIT PRICES FOR ALL ITEMS,ALL EXTENSIONS AND TOTAL AMOUNT OF BID SHALL BE SHOWN. ALL ENTRIES SHALL BE WRITTEN IN INK OR TYPED TO VALIDATE BID. (NOTE:SHOW PRICE PER UNIT IN FIGURES ONLY.FIGURES WRITTEN TO THE RIGHT OF THE DOT(DECIMAL)IN THE PRICE PER UNIT COLUMN SHALL BE INTERPRETED AS CENTS) ITEM SPEC. TOTAL PRICE PER TOTAL AMOUNT NO. ITEM NO. UNIT QUANTITY UNIT (DOLLARS) SCHEDULE A DOLLARS 85 QUARRY SPALLS 8-15 TON 865 3� 11 $32., l ,35 CONC. SLOPE 86 EMBEDDED ROCKPROTECTION WITH 8-16 S.Y. 89 $ 191.51 $ 1 ,-51.3.5/ 87 ILLUMINATION SYSTEM 8-20 L.S. 1 $510V.0 $ 510%7 a8 88 SERVICE CABINET 8-20 EACH 1 . 415,41ay 40 $ 151 I a4.6 89 HEIGHT DETECTION WARNING SYSTEM 8-20 L.S. 1 4 41/9.12 j 4%1171.32 90 RELOCATING EXISTING LUMINAIRE 8-20 EACH 1 $41112.1" 619 iZ. Oo 91 SACRIFICIAL BEAM 8-21 L.S. 1 fl3V.°It 13, %)f09. 92 HEIGHT DETECTION STRUCTURE 8-21 L.S. 1 to „I CloD 00 16t 1614..00 93 PERMANENT SIGNING 8-21 L.S. 1 $)OtjJO00 ft I0/ D d 00.OJ 1 94 REMOVING SIGN STRUCTURE SHAFT 8-21 EST. 1 $ 10,000.00 $ 10,000.00 OBSTRUCTIONS 95 PAINT LINE 8-22 L.F. 458 i 1.2. $51)6 29 96 PLASTIC CROSSWALK LINE 8-22 S.F. 154 $b 00 $ 129 -OO 97 PLASTIC STOP LINE 8-22 L.F. 116 $7- Zg 091.1.9% 98 ROCK FOR ROCK WALL 8-24 TON 6 206 $ i ,l3' • 10 Rainier Ave S(SR 167)Improvements Project Schedule of Prices,Addendum No.3 Phase 1:Shattuck Ave S Stormwater Bypass Page 7 of 8 July 2009 Page 9 Provided to Builders Exchange of WA, Inc. For usage Conditions Agreement see www.bxwa.com-Always Verify Scale SCHEDULE OF PRICES UNIT PRICES FOR ALL ITEMS,ALL EXTENSIONS AND TOTAL AMOUNT OF BID SHALL BE SHOWN. ALL ENTRIES SHALL BE WRITTEN IN INK OR TYPED TO VALIDATE BID. (NOTE:SHOW PRICE PER UNIT IN FIGURES ONLY.FIGURES WRITTEN TO THE RIGHT OF THE DOT(DECIMAL)IN THE PRICE PER UNIT COLUMN SHALL BE INTERPRETED AS CENTS) PRICE PER ITEM ITEM SPEC. UNIT TOTAL UNIT TOTAL AMOUNT NO. NO. QUANTITY DOLLARS (DOLLARS) SCHEDULE A 99 BOLLARD TYPE 1 8-26 EACH 5 )01.2.()0 4. 9 o 60 UO t 100 FIELD OFFICE BUILDING 8-27 L.S. 1 * 524 ' 47s2 ." 101 RELOCATING HISTORICAL MARKER 8-28 EACH 1 .$%03.TL $X0 .72— 102 DUCTILE IRON STORM SEWER PIPE 18 7-04 L.F. 34 ip2 35.?L f 1)1015. 6I IN. DIAM. 103 OVERFLOW RISER WITH SHEAR GATE, 7-05 EACH 1 18 IN. DIAM. S1;171 .411i SII�'3. 1 1 104 GRAVEL BORROW INCL. HAUL 2-03 TON 360 $2.3,''1 45$ v 161% ,l"t0 105 RAISED PAVEMENT MARKER TYPE 1 8-09 HUND 3 4 25L 0D $ ?46.00 106 RAISED PAVEMENT MARKER TYPE 2 8-09 HUND 1 $9C)cO j 951 60 SCHEDULE A SUBTOTAL= $ a ,aha, I a I .30 Rainier Ave S(SR 167)Improvements Project Schedule of Prices,Addendum No.3 Phase I:Shattuck Ave S Stormwater Bypass Page 8 of 8 July 2009 Page 10 Provided to Builders Exchange of WA, Inc. For usage Conditions Agreement see www.bxwa.com-Always Verify Scale 'wool SCHEDULE OF PRICES UNIT PRICES FOR ALL ITEMS,ALL EXTENSIONS AND TOTAL AMOUNT OF BID SHALL BE SHOWN. ALL ENTRIES SHALL BE WRITTEN IN INK OR TYPED TO VALIDATE BID. (NOTE:SHOW PRICE PER UNIT IN FIGURES ONLY.FIGURES WRITTEN TO THE RIGHT OF THE DOT(DECIMAL)IN THE PRICE PER UNIT COLUMN SHALL BE INTERPRETED AS CENTS) ITEM SPEC. TOTAL PRICE PER TOTAL AMOUNT NO. ITEM NO. UNIT QUANTITY UNIT (DOLLARS) DOLLARS SCHEDULE B 1 B CONDUIT PIPE 3 IN. DIAM. 8-20 L.F. 1,270 1,37, V- LJcJDA 9 9v • SCHEDULE B SUBTOTAL= $ LII,, Oq y,9 o WASHINGTON STATE SALES TAX(W.S.S.T)(9.5%)_ $ 4 56 01 SCHEDULE B SUBTOTAL WITH W.S.S.T._ $ Sal 663.1Z Rainier Ave S(SR 1671 Improvements Project Schedule of Prices Phase 1:Shattuck.Ave S Stomwater Bypass Page I of I July 2009 Page 28 Provided to Builders Exchange of WA, Inc. For usage Conditions Agreement see www.bxwa.com-Always Verify Scale SCHEDULE OF PRICES UNIT PRICES FOR ALL ITEMS,ALL EXTENSIONS AND TOTAL AMOUNT OF BID SHALL BE SHOWN. ALL ENTRIES SHALL BE WRITTEN IN INK OR TYPED TO VALIDATE BID. (NOTE:SHOW PRICE PER UNIT IN FIGURES ONLY.FIGURES WRITTEN TO THE RIGHT OF THE DOT(DECIMAL)IN THE PRICE PER UNIT COLUMN SHALL BE INTERPRETED AS CENTS) PROJECT TOTAL SCHEDULE A SUBTOTAL= $ '1 /• 30 1 oC r SCHEDULE B SUBTOTAL WITH W.S.S.T= $ ("a, / / 2 • 9 a TOTAL PROJECT COST- $ 1 i �1 �, �d c• as • Rainier Ave S(SR 167)Improvements Project Schedule of Prices Phase I:Shattuck Ave S Stormwater Bypass Page I of I .lulu 2009 Page 29 Provided to Builders Exchange of WA, Inc. For usage Conditions Agreement see www.bxwa.com-Always Verify Scale ACKNOWLEDGEMENT OF RECEIPT OF ADDENDA ACKNOWLEDGEMENT OF RECEIPT OF ADDENDA: NO. 1 Date 7-15-2009 NO. 2 Date 7-15-2009 NO. 3 Date 7-16-2009 Signe.dir i Title - •. Na - of Company Hos Bros. Construction, Inc. Address P.O. Box 1788 City/State/Zip Woodinville, WA 98072 Telephone 425-481-5569 City of Renton State Contractor's Business License# BL.007457 License# HOSBRCI172BJ Rainier Are S(SR 167)Improvements Project Acknowledge of Receipt of Addenda Phase I: Shattuck Ave S Stonnwater Bypass July 2009 Page 30 Acknowledgement of Receipt of Addenda Provided to Builders Exchange of WA, Inc. For usage Conditions Agreement see www.bxwa.com-Always Verify Scale Nave BID BOND FORM Herewith find deposit in the form of a certified check, cashier's check,cash, or bid bond in the amount of $ which amount is not less than five percent(5%)of the total bid. Signature Know All Men by These Presents: That we, Hos Bros. Construction, Inc. as Principal,and Travelers Casualty and Surety* as Surety, are held and firmly bound unto the City of Renton,as Obligee,in the penal sum of Five Percent (5%) of Bid Amount---- dollars, for the payment of which the Principal and the Surety bind themselves, their heirs, executors, administrators, successors and assigns,jointly and severally,by these presents. *Company of America The condition of this obligation is such that if the Obligee shall make any award to the Principal for Rainier Ave S (SR 167)* according to the terms of the proposal or bid made by the Principal therefor, and the Principal shall duly make and enter into a contract with the Obligee in accordance with the terms of said proposal or bid and award and shall give bond for the faithful performance thereof, with Surety or Sureties approved by the Obligee;or if the Principal shall, in case of failure to do so,pay and forfeit to the Obligee the penal amount of the deposit specified in the call for bids, then this obligation shall be null and void; otherwise it shall be and remain in full force and effect and the Surety shall forthwith pay and forfeit to the Obligee, as penalty and liquidated damages, the amount of this bond. *Improvements Project, Phase 1: Shattuck Ave S Stormwater Bypass Federal Aid Number: ARRA-0167(044) Project No. CAG-09-125 Signed,sealed and dated this 17th day of July i 2, '' -• Bro A. t'. `nc. Pr' cipai avelers Casualty and Surety Company of America Sttl'ety Jill A. Boyle, Attorney-in--Fact Received return of deposit in the sum of$ Itainicr Ave S(SR 167)Improvement,.Project Rid Bond Form Ph:t.e 1: Shattuck.Ave S Stormwater Bypass July 2069 Page 31 Bid Bond Form Provided to Builders Exchange of WA, Inc. For usage Conditions Agreement see www.bxwa.com-Always Verify Scale WARNING:THIS POWER OF ATTORNEY IS INVALID WITHOUT THE RED BORDER IOW ;, POWER OF ATTORNEY ;, ifte TRAVELERS J Farmington Casualty Company St.Paul Guardian Insurance Company Fidelity and Guaranty Insurance Company St.Paul Mercury Insurance Company Fidelity and Guaranty Insurance Underwriters,Inc. Travelers Casualty and Surety Company Seaboard Surety Company Travelers Casualty and Surety Company of America St.Paul Fire and Marine Insurance Company United States Fidelity and Guaranty Company Attorney-In Fact No. 221 117 Certificate No. 0 0 2 9 3 9 1 0 8 KNOW ALL MEN BY THESE PRESENTS:That Seaboard Surety Company is a corporation duly organized under the laws of the State of New York,that St.Paul Fire and Marine Insurance Company,St.Paul Guardian Insurance Company and St.Paul Mercury Insurance Company are corporations duly organized under the laws of the State of Minnesota,that Farmington Casualty Company,Travelers Casualty and Surety Company,and Travelers Casualty and Surety Company of America are corporations duly organized under the laws of the State of Connecticut,that United States Fidelity and Guaranty Company is a corporation duly organized under the laws of the State of Maryland,that Fidelity and Guaranty Insurance Company is a corporation duly organized under the laws of the State of Iowa,and that Fidelity and Guaranty Insurance Underwriters,Inc.is a corporation duly organized under the laws of the State of Wisconsin(herein collectively called the"Companies"),and that the Companies do hereby make,constitute and appoint Carl Newman,Deanna M. Meyer,Karen P. Dever,Jill A.Boyle,Stuart A.O'Farrell,Susan B.Larson,Scott Fisher,Lillian Tse,Kara N.Harmala,and Benjamin L.Wolfe of the City of Bellevue ,State of Washington ,their true and lawful Attorney(s)-in-Fact, each in their separate capacity if more than one is named above,to sign,execute,seal and acknowledge any and all bonds,recognizances,conditional undertakings and other writings obligatory in the nature thereof on behalf of the Companies in their business of guaranteeing the fidelity of persons,guaranteeing the performance of contracts and executing or guaranteeing bonds and undertakings required or permitted in any actions or proceedings allowed by law. IN WITNESS WHEREOF,the Companies have caused this instrument to be signed and their corporate seals to be hereto affixed,this 15th day of April 2009 Farmington Casualty Company St.Paul Guardian Insurance Company Fidelity and Guaranty Insurance Company St.Paul Mercury Insurance Company Fidelity and Guaranty Insurance Underwriters,Inc. Travelers Casualty and Surety Company Seaboard Surety Company Travelers Casualty and Surety Company of America St.Paul Fire and Marine Insurance Company United States Fidelity and Guaranty Company GASU,�� , . m 1,, SURE7y mFl0.E 6 ^6 !N INS, ,r NSr'y. IV 47 M _,,} 47' nn �` .. Jr 4 y 0�........U9 0....._,,Nga. P' s S?f>� ,p`c131"yp,y0��'YJ P'_ .PCaJ * Ria� �P T'RPOR / 4J;. ...�.y .0 G (v,.'` 40 5 !1 17 m �'CO A>Fs1*- pP OR4'''" 9� 4`{19/! E,w� ORATFD u .(�Z T g 'i^ '^ vGo-._ f': ` a HARTFO -, FfCff:CR0. 19 8 2 0 � '� q Q,.wr � � ��1N xs. 1951 N .•SEAL..ons 14 o, W coHH. 3 �1 I teas 46 cr«.04 t t . 4' 4� # giT ,,c," ". o6.SEA y� 1. .� �� ,. OF NEW ���nHCE als....N�a'tf v.��.. aD >s t,=o , Will State of Connecticut By: City of Hartford ss. Georg Thompson, senior ice President On this the 15th day of April 2009 before me personally appeared George W. Thompson, who acknowledged himself to be the Senior Vice President of Farmington Casualty Company, Fidelity and Guaranty Insurance Company,Fidelity and Guaranty Insurance Underwriters, Inc.,Seaboard Surety Company,St.Paul Fire and Marine Insurance Company,St.Paul Guardian Insurance Company,St.Paul Mercury Insurance Company,Travelers Casualty and Surety Company,Travelers Casualty and Surety Company of America,and United States Fidelity and Guaranty Company,and that he,as such, being authorized so to do,executed the foregoing instrument for the purposes therein contained by signing on behalf of the corporations by himself as a duly authorized officer. G•Ter In Witness Whereof,I hereunto set my hand and official seal. ' ,TAR 't �Vw� 1. , • `J..f wetAARd My Commission expires the 30th day of June,2011. If,°MA *Marie C.Tetreault,Notary Public 49i a 10 58440-5-07 Printed in U.S.A. WARNING:THIS POWER OF ATTORNEY IS INVALID WITHOUT THE RED BORDER . WARNING:THIS POWER OF ATTORNEY IS INVALID WITHOUT TH RED B RDER This Power of Attorney is granted under and by thrity of the following resolutions adopted by the Boards rectors of Farmington Casualty Company,Fidelity and Guaranty Insurance Company, Fidelity and Guaranty Insurance Underwriters, Inc., Seaboard Surety Com St. Paul Fire and Marine Insurance Company, St. Paul Guardian Insurance Company, St. Paul Mercury Insurance Company,Travelers Casualty and Surety Company,Travelers Casualty and Surety Company of America,and United States Fidelity and Guaranty Company,which resolutions are now in full force and effect,reading as follows: RESOLVED,that the Chairman,the President,any Vice Chairman,any Executive Vice President, any Senior Vice President, any Vice President,any Second Vice President,the Treasurer,any Assistant Treasurer,the Corporate Secretary or any Assistant Secretary may appoint Attorneys-in-Fact and Agents to act for and on behalf of the Company and may give such appointee such authority as his or her certificate of authority may prescribe to sign with the Company's name and seal with the Company's seal bonds,recognizances,contracts of indemnity,and other writings obligatory in the nature of a bond,recognizance,or conditional undertaking,and any of said officers or the Board of Directors at any time may remove any such appointee and revoke the power given him or her;and it is FURTHER RESOLVED,that the Chairman,the President,any Vice Chairman,any Executive Vice President,any Senior Vice President or any Vice President may delegate all or any part of the foregoing authority to one or more officers or employees of this Company,provided that each such delegation is in writing and a copy thereof is filed in the office of the Secretary;and it is FURTHER RESOLVED,that any bond,recognizance,contract of indemnity,or writing obligatory in the nature of a bond,recognizance,or conditional undertaking shall be valid and binding upon the Company when(a)signed by the President,any Vice Chairman,any Executive Vice President,any Senior Vice President or any Vice President,any Second Vice President,the Treasurer,any Assistant Treasurer,the Corporate Secretary or any Assistant Secretary and duly attested and sealed with the Company's seal by a Secretary or Assistant Secretary;or(b)duly executed(under seal,if required)by one or more Attorneys-in-Fact and Agents pursuant to the power prescribed in his or her certificate or their certificates of authority or by one or more Company officers pursuant to a written delegation of authority; and it is FURTHER RESOLVED,that the signature of each of the following officers:President,any Executive Vice President,any Senior Vice President,any Vice President, any Assistant Vice President, any Secretary, any Assistant Secretary, and the seal of the Company may be affixed by facsimile to any power of attorney or to any certificate relating thereto appointing Resident Vice Presidents,Resident Assistant Secretaries or Attorneys-in-Fact for purposes only of executing and attesting bonds and undertakings and other writings obligatory in the nature thereof,and any such power of attorney or certificate bearing such facsimile signature or facsimile seal shall be valid and binding upon the Company and any such power so executed and certified by such facsimile signature and facsimile seal shall be valid and binding on the Company in the future with respect to any bond or understanding to which it is attached. I,Kori M.Johanson,the undersigned,Assistant Secretary,of Farmington Casualty Company,Fidelity and Guaranty Insurance Company,Fidelity and Guaranty Insurance Underwriters, Inc., Seaboard Surety Company, St. Paul Fire and Marine Insurance Company, St. Paul Guardian Insurance Company, St. Paul Mercury Insurance Company,Travelers Casualty and Surety Company,Travelers Casualty and Surety Company of America,and United States Fidelity and Guaranty Company do hereby certify that the above and foregoing is a true and correct copy of the Power of Attorney executed by said Companies,which is in full force and effect and has not been revoked. IN TESTIMONY WHEREOF,I have hereunto set my hand and affixed the seals of said Companies this 1 day of 1 uA^-t120f' 1 Kori M.Johans Assistant Secretary �w�o1'411�i,, (tra."qts. �. y, SrY �RN..�NSG P�.INSUgt Jpl(Y ANpY Ci �}' < ON POR .'� V:' (+; ? 9 ///''��\�Q�� �`Ifl��llrf�3 m �!'� AlF cs'� 7W'G°RPORATf:Ti m�< 19]7 7 927 < R:Ha c�; a E .°s a HRaTFORD� � fMR'tF6N'> s 9 �, ��� a�`.5EAL:o'f 'a`.SBAL;;i �W CONN. o Wxt+• @y� 6 ,ai� ` 1951 ",�o�Ner,+`� �,'�„� Fc°� �FSM�I v1s....�...*ad y1 Fa � To verify the authenticity of this Power of Attorney,call 1-800-421-3880 or contact us at www.travelersbond.com.Please refer to the Attorney-In-Fact number,the above-named individuals and the details of the bond to which the power is attached. WARNING:THIS POWER OF ATTORNEY IS INVALID WITHOUT THE RED BORDER 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: (') No Federal appropriates funds have been paid or will be paid, by or on behalf of toe undersigned..to any person for influencing or.attempting to i ofuence 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 connectionv.,ltri the awarcine of any Fe,era?contract. the making of any Federal grant,the ra =ng of any Federal loan,the entering into of any cooperative agreement, and the extension, continuation.renewal, amendment, Cr modification of any Federal contract, gram, loan or cooperative agreement. (2) lf any funds other than Federal appropriated funds have been;paid or will he paid to any person for influencna or attempting to influence an officer or employee of any Federal agency,a Member of Congress, an officer or employee of Congress,or an erip o'yee of a Member of Congress in connection .s<<tt?th s Federal contract. Grant,loan,or cooperative agreement, the undersigned shal complete and submit Standard For'-LLL. "'Disclosure Form to Report Lobo ing.°in accordance w �t^its instructions. This certification is material representation of the fact upon which reliance was placed when this transaction was made or entered into. Submission of this certificatory is a prerea.isite for making or entering into this transaction imposed by Section 1352,Title 31, U.S. Code. Any person who fails to file the regiuiwed ce tificat on shall be subject to a civil penalty of not less than SiC.,03 and no more than$100,030 for each failure. The prospective oarticioant also agrees by subnittint^'is cr her!)id or or cccsal that he or she stab.reau>re tnat the lanc,uace of this certification be included in ail lower tier subcontracts. which exceed$103,300 and that al such su recl ienta shall certify and disclose accordingly, =T _- Rainier Ave S(SR 167)Improvements Project Certification of Federal-Aid Contracts Phase l: Shattuck Ave S Stormwater Bypass July 2009 Page 32 Certification for Federal-Aid Contracts Provided to Builders Exchange of WA, Inc. For usage Conditions Agreement see www.bxwa.com-Always Verify Scale CERTIFICATION OF EQUAL EMPLOYMENT OPPORTUNITY REPORT Certification with regard to the Performance of Previous Contracts or Sub-contracts subject to the Equal Opportunity Clause and the filing of Required Reports. The bidder X, proposed subcontractor , hereby certifies that he has X, has not_ ed in a previous contract or subcontract subject to the equal opportunity clause, required by Executive tOrders 10925, 1 1 1 14 or 11246, and that he has X, has not , filed with the Joint Reporting Committee the Director of the Office of Federal Contract Compliance, a Federal Government contracting or administering agency, or the former President's Committee on Equal Employment Opportunity, all reports due under the applicable filing requirements. :ros. ko tructio. Inc. ompany)AiXer By: 7-16-2009 President Date: (Title) Note: The above certification is required by the Equal Employment Opportunity Regulations of the Secretary of Labor [41 CFR 60-1.7 (b) (1)], and must be submitted by bidders and proposed subcontractors only in connection with contracts and subcontracts which are subject to the equal opportunity clause. Contracts and subcontracts which are exempt from the equal opportunity clause are set forth in 41 CFR 60-1.5. (Generally only contracts or subcontracts of$10,000 or under are exempt.) Currently, Standard Form 100 (EEO-l) is the only report required by the Executive Orders or their implementing regulations. Proposed prime contractors and subcontractors who have participated in a previous contract or subcontract subject to the Executive Orders and have not filed the required reports should note that 41 CFR 60-1.7 (b) (1) (i) prevents the award of contracts and subcontractors unless such contractor submits a report covering the delinquent period or such other period specified by the Federal Highways Administration or by the Director. Office of Federal Contract Compliance, U.S. Department of Labor. Rainier Ave S(SR 167)Improvements Project Certification of Equal Employment Opportunity Report Phase 1. Shattuck Ave S Stormwater Bypass July 2009 Page 33 Certification of Equal Employment Opportunity Report Provided to Builders Exchange of WA, Inc. For usage Conditions Agreement see www.bxwa.com-Always Verify Scale Failure to return this Declaration as part of the bid proposal package will make the bid nonresponsive and ineligible for award. NON-COLLUSION DECLARATION 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 persons). firm,association or corporation has (have;not,either drectly cr indirectly, entered irro any agreement, participated in any collision, or otherwise tah;en any action in restraint of free competitive b°dd ng inE connecton vett the project for which this proposal is submitted. 2. That by signing the signature page of this proposal,I ani deemed to have signed and to have agreed to the provisions of this declaration. NOTICE TO ALL BIDDERS To report rigging actkities call: 1-800-424-9071 Th !1.S. Departnent o Transportation(L' :O T)operates the ac'ov,.e ol-free `hot;ine'Monday tlirouar Friday.8:00 a.m.to 5:03 p.ri.,eastern timeAnyone. wt^,"cw:edge cf oocssi?le bed rigging. bidder colt sior. or otherfra:duent activt es sh iJd use the r;ctline'to repot such activities. The `hot'.ine :s past of L.:-DOT's caantinu ng effort t `de and investgate h phwa'y construction contract fraud and abase and is operated Linder t"e dlection of the 1_;3DQ, Ps.p .tar General. All i' om, tio-;,ilpe tTeated ort^ d -tai and caller a-cn,m ty,t,;II be respected, __T%77 --- _F Rainier Ave S(SR 167)Improvements Project Non-Collusion Declaration Phase I: Shattuck Ave S Stonnwater Bypass July 2009 Page 34 Non-Collusion Declaration Provided to Builders Exchange of WA, Inc. For usage Conditions Agreement see www.bxwa.com-Always Verify Scale NON-COLLUSION AND DEBARMENT AFFIDAVIT a` STATE OF WASHINGTON ) ** COUNTY OF Snohomish ) I, the undersigned, an authorized representative of*** Hos Bros. Construction Inc, being first duly sworn on oath do hereby certify that said person(s), firm, association or corporation has (have) not, either 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. I further certify that, except as noted below, the firm, associated or corporation or any person in a controlling capacity associated therewith or any position involving the administration of federal funds; is not currently under suspension, debarment, voluntary exclusion, or determination of ineligibility by any federal agency; has not been suspended, debarred, voluntarily excluded or determined ineligible by any federal agency within the past 3 years; does not have a proposed debarment pending; and has not been indicted, convicted, or had a civil judgment rendered against said person, firm, association or corporation by a court of competent jurisdiction in any matter involving fraud or official misconduct within the past 3 years. I further acknowledge that by signing the signature page of the proposal, I am deemed to have signed and have agreed to the provisions of this affidavit. Rainier Ave S (SR 167)Improvements Project—Phase 1: Shattuck Ave S Stormwater Bypass Name of Project os Bros. Cons; uct'- 'le ofBi,ier'• irn 7 / . / 4111111Prr"V V /r d17 Sic 0• ure of Authorized Representative of Bidder 7-16-09 Date I certify that I know or have satisfactory evidence that John Caunt is the person who appeared before me, and said person acknowledged that (he/she) signed this instrument and acknowledged it to be (his/her)free and voluntary act for thi~,.uses and purposes mentioned in the instrument. Date 4Kt)( ▪ 1'''' s. ,z�s0 y• 0 TA,cid?.'.r. Notar Public a and for the State on„®, U TT” i of Washington residing at L 0I4. .12-- -Aq01° ,.a CrBL1C+ °� Notary(print): � l.- f/I,e•QO - S My appointment expires "r I► 1 d,tj(,).. NOTE: `r :.' a .. Exceptions will not necessarily result in denial of award, but will he considered in determining bidder responsibility. For any exception noted, indicate above to whom it applies,initiating agency,and dates of action. Providing false information may result in criminal prosecution or administrative sanctions. " A suspending or debarring official may grant an exception permitting a debarred,suspended,or excluded person to participate in a particular transaction upon a written determination by such official stating the reason(s)for deviating from the Presidential policy established by Executive order 12549..."(49 CFR Part 29 Section 29.215). * If notarization of proposal takes place outside of Washington State.DELETE WASHINGTON,and enter appropriate State. "s Fill in county where notarization of proposal takes place. "** Fill in firm name. Rainier Ave S(SR 167)Improvements Project Non-Collusion Declaration and Debarment Affidavit Phase I: Shattuck Ave S Stonnwater Bypass July 2009 Page 35 Non-Collusion and Debarment Affidavit Provided to Builders Exchange of WA, Inc. For usage Conditions Agreement see www.bxwa.com-Always Verify Scale `t•re- Noire CERTIFICATION RE: ASSIGNMENT OF ANTITRUST CLAIMS TO PURCHASER STATE OF WASHINGTON ) SS COUNTY OF KING Vendor and purchaser recognize that in actual economic practice overcharges resulting from antitrust violations are in fact usually borne by the purchaser. Therefore, vendor hereby assigns to purchaser any and all claims for such overcharges as to goods and materials purchased in connection with this order or contract, except as to overcharges resulting from antitrust violations commencing after the date of the bid,quotation,or other event establishing the price under this order or contract. In addition, vendor warrants and represents that each of his suppliers and subcontractors shall assign any and all such claims to purchaser, subject to the aforementioned exception. Rainier Ave S(SR 167)Improvements Project—Phase 1: Shattuck Ave S Stormwater Bypass Name of Project os Bros. Con- ruc onc. • Bii:er' firm i %'�Ar 'tgnature of Authorized Representative of Bidder 7-16-09 Date I certify that I know or have satisfactory evidence that John Caunt is the person who appeared before me, and said person acknowledged that (he/she) signed this instrument and acknowledged it to be (his/her) free and voluntary act for the uses and purposes mentioned in the instrument. Dated Ilk (t I a ori 1 . Lvws Notary Public and for the tate of Washingto residing at Ly11.04.61.12_ r �� ��® Notary (print):I(1w�i�.l t✓Y 11-‘ YYL0 .1D(.CA ° 0 T A *�r,� My appointment expires` l (`j1 a0 It t,,rr°ra.PePaIC: moi ° � wCO P� Yr itRAR,"`-�e Rainier Ave S(SR 167)Improvements Project Assignment of Antitrust Claims Phase 1: Shattuck Avc S Stomiwatcr Bypass July 2009 Page 36 Certification RE: Assignment of Antitrust Claims to Purchaser Provided to Builders Exchange of WA, Inc. For usage Conditions Agreement see www.bxwa.com-Always Verify Scale Ntise 'tow' MINIMUM WAGE AFFIDAVIT FORM STATE OF WASHINGTON ) SS COUNTY OF KING ) I, the undersigned, having been duly sworn, deposed, say and certify that in connection with the performance of the work of this project, I will pay each classification of laborer, workman, or mechanic employed in the performance of such work, not less than the prevailing rate of wage or not less than the minimum rate of wages as specified in the principal contract; that I have read the above and foregoing statement and certificate, know the contents thereof and the substance as set forth therein, is true to my knowledge and belief. Rainier Ave S (SR 167)Improvements Project—Phase 1: Shattuck Ave S Stormwater Bypass Name of Project Hos B .s. Construct':' c. Na Bi .er's . 7. 4F-I,Pr • /. 71e/11/ Signa . e of Authorized Representative of Bidder Date 7-16-2009 I certify that I know or have satisfactory evidence that John Caunt is the person who appeared before me, and said person acknowledged that (he/she) signed this instrument and acknowledged it to be (his/her) free and voluntary act for the uses and purposes mentioned in the instrument. Dated d.ciD9 --zss Notary Public in (d for tbe }�ate `0( ' of Washington re ding at —I Y :• °•., Notary(Print) ,f 4LA Wt&-{}vWS 10-0 0 7,1 0 to t / My appointment expires:` l`7 avl a, CFA� eek•' pig. i ... 0 y£�y✓/. + Rainier Ave S(SR 167)Improvements Project Minimum Wage Affidavit Form Phase 1. Shattuck Ave S Stormk:ver Bypass July 2009 Page 37 Minimum Wage Affidavit Form Provided to Builders Exchange of WA, Inc. For usage Conditions Agreement see www.bxwa.com-Always Verify Scale 'biome Nome /Ink YlfashtingtonState Disadvantaged Business *V Department ci Transportation Enterprise Utilization Certification eligible for award of this contract he Z f out and submit,as part of its bid proposal the fot a cng D sacivan• _v iness Enterprise Utilization ertn .icn a rng to /isa:vantag-_Bus fess Ent —. se,216El requirements...s. , =e,.ant-acting A; r s-aconsider as non-re:spons ve a; s reject any:.:propcsa that s^ :onto-a ,6E Cartis tion whir i properly :_ l n:rates that t-e bidder will meet t C part_ipat requirements in c ofCie manners-e-- vided for he propose;contract. f tins bidder a 7S sing c tv._good faitn effort method to theet tine CEE assigned contra:t gcai d c lent,ion n addition:to the certificate must Pe s.' rifted int=.t^ bid war pool as support fon s h efforts_The sur a sfa,bidder's DEE Certfication shall to -sed a part of t•_res.sing Ent._t,info"tat:r on_ertsed firms s available from i'MWEE,telephone 363-752,415P3. HOs awes. COve +evt 'fPOv\,Ihc . certiesCat the:isarVants 6us-est:Ent.onse saain ;D6 =iris t below have been contact regarding ts-s icti,:ion c-t ert. f e7 is S:V:o_s_".til c t- p csct and s awarded the cnt-a_ti rt.shall ass:.e trait subcontracts or supply agreements are exec„:ed wit-those:sirs where a.-'Arno.int;o te e:'.=wards Goat' -t_:. (if nezessary..se aoCtional sheet.) Project Role ` Name of DBE Amount to Certificate Number ' 'Manu Subcontractor, Description of Work be Applied Reprrarneateri Towards Goal C—�✓r!5erk (rt* I LAMA. t(. �J D3MS71g019 )4corarL0414‘Jrhpj aL,111,a0 95M 101 u7S �— S`iJc4).A//4( (Amrcj FLi 1 k IN,6 93.ao 3... ()VI, Fi 11t C My M 112-o 0`61 �.Dx 0.744- etch,/CA ( j 150)000 • co '1'. 7. is;c.an :Bus; 5-s En .-;e an art :Goal: p ' +EE-Eta S ass, 4 6 00 - 35 mi:st ice ape _ilei pro- .Ga eun;a by Irci ,:n; of ual p G ar:t y•as^.. 0ia.e- eparta:cr Cr-eat^c ';'. Lee Ir_settizri _t- ani. . T.vrar_ 5< -_tory t -__.^it,t C.r,-a,l T7s,Zoncafttn h-e cr esti ire -^i.ancart seteTtnis s lF 7 -G'r Il'- bdc,F ras rel:as_goat -:'i tie_•e--c oral at:;*:'r e u': `errs _aco__r Ina ttal aro.^e sin or Ins i di ,J.at a-1 .ir•s a._e;c,',: trey.,e sir o :Ts ar_l'ltz Islet shall r w 3! art tle::tae t_ _-aeo ce Rainier Ave S(SR 167)Improvements Project Disadvantaged Business Enterprise Utilization Certification Phase 1: Shattuck Ave S Storntwater Bypass July 2009 Page 38 Disadvantaged Business Enterprise Utilization Certification Provided to Builders Exchange of WA, Inc. For usage Conditions Agreement see www.bxwa.com-Always Verify Scale • SUBCONTRACTOR LIST FORM RCW 39.30.060 requires that for all public works contracts exceeding$1,000,000 the bidder shall submit the names of all subcontractors whose subcontract amount exceeds ten percent (10%) of the contract price, and/or whose work involves either heating,air conditioning, ventilation, plumbing, or electrical. If the subcontractor's names are not submitted with the bid, or within 24 hours of the bid, the bid shall be considered nonresponsive and,therefore, void. Complete one of the following for contracts that exceed$1,000,000: A. There are no subcontractors proposed whose subcontract amount exceeds ten percent (10%) of the contract price. Name: Title: Signature: B. The following subcontractor(s) subcontract amount exceeds 10 percent (10%) of the contract price: (list subcontractor and bid item) Bid Item(s): 67 �� t ��l q© 1) 12._ 1 Subcontractor Name: IMAK., E(I L (IL Address: Address: /'720 .541' /7VC S. '1 c/ U Phone No.: 2(4-77(1`i t1 State Contractor's License No. UCC E4N E leeD l3L Bid Item(s): Subcontractor Name: Address: Phone No.: State Contractor's License No. Bid Item(s): Subcontractor Name: Address: Phone No.: State Contractor's License No. Bid Item(s): Subcontractor Name: Address: Phone No.: State Contractor's License No. Rainier Ave S(SR 167)Improvements Project Subcontractor List Form Phase I: Shattuck Ave S Stormwater Bypass July 2009 Page 39 Subcontractor List Form Provided to Builders Exchange of WA, Inc. For usage Conditions Agreement see www.bxwa.com-Always Verify Scale Bid Item(s): Subcontractor Name: Address: Phone No.: State Contractor's License No. Bid Item(s): Subcontractor Name: Address: Phone No.: State Contractor's License No. Bid Item(s): Subcontractor Name: Address: Phone ► e.. State Contractor's License No. /i Mil i . ter/.4:e://( Sig#.ture of Authorized Representative of Bidder Subscribed and sworn to be before me on this:I-144—day ofQF , 20 09. Notary Public in a d for the State of Washington _ Notary(Pring► -1 L-S/(3 K.i4A.0 %� z Q4, Residing at '7► a• � My appointment expires 17�0\6/ (4) : s \ N ir 4. -t, . :Si 'baa- -i 21 C O© ry Len/ 47,N A i. O Lr) g=44 Cij ate.dE ill M W ti to,..HZrno A N ? o 41 i d U1 a CEJ U N ? � e0 T - �'3 'n Q"' • '� C e Z L �i VC') o U `' o o � UU -. r:4 ry W BID BOND FORM ,vs lob with find deposit in the form of a certified check, cashier's check, cash, or bid bond in the amount of which amount is not less than five percent (5%) of the total bid. `,'` Signature . vb, • a ',y .^ "a 1 cw All Men by These Presents; : � J Y, • arf4' �, Dennis R. Craig Construction, Inc. 'may at' e, , as Principal, and .t� = RLI Insurance Com.an as Suret are held and firmlybound unto the Cityof Renton, as.• 1o.'llgee,in the penal sum of five percent (5%)� of the total bid dollars,for the payment of RST ,';ahiph the Principal and the Surety bind themselves, their heirs, executors, administrators, successors and ��-asigns,jointly and severally, by these presents. a* ' *Rainier Ave. S. (SR167 Improvements Project Phase 1: Shattuck Ave. S. Stormwater Bypass, #ARRA-0167 ,s ,,...� (044) ':,;1�'lie>condition of this obligation is such that if the shall make anyaward to the Principal for ,,:r.r, l :jF Obligee p Yr'`'. , '..' according to the terms of the proposal or bid made by the Principal • ''>7," . , erefor,and the Principal shall duly make and enter into a contract with the Obligee in accordance with r;,4 tte.terms of said proposal or bid and award and shall give bond for the faithful performance thereof, with „;-witty or Sureties approved by the Obligee;or if the Principal shall, in case of failure to do so, pay and ' .),,forfeit to the Obligee the penal amount of the deposit specified in the call for bids,then this obligation Y;.% ljal1'be'null and void; otherwise it shall be and remain in full force and effect and the Surety shall ,;'fS.tthvvith pay and forfeit to the Obligee, as penalty and liquidated damages, the amount of this bond. �`igned sealed and dated this 17th day of July 1�il , 20 09_. # • �l��l',_, Vk sAsir!' II iiil4i pal - •y..} RLI IA urance Company Jim S. Kuich, Attorney-in-fact ; 'leived return of deposit in the sum of$_ pinierAve S(SR 167)improvement&Project Bid Bond Form ,3101 ,e I: Sh'ui tiCk ANT.S StornitVatef Bypam. July 20(19 Tom:: s • Noe .4.0.0 R L . Sety POWER OF ATTORNEY P.O.RLI Bourx 39ia, Phone:(800)645-240267PeorFax:IL 61612-3967(309)689-2036 RLI Insurance Company www.rlicorp.com Know All Men by These Presents: That this Power of Attorney is not valid or in effect unless attached to the bond which it authorizes executed, but may be detached by the approving officer if desired. That RLI Insurance Company,an Illinois corporation,does hereby make,constitute and appoint: Steven K.Bush,Brandon K.Bush,M.J.Cotton,Jim W.Doyle,Chad M.Epple,Julie M.Glover,Darlene Jakielski,Theresa A.Lamb, Michael A.Murphy,Nancy J.Osborne.Andy D.Prill.S.M. Scott.Steve Wagner.Jim S.Kuich,jointly or severally in the City of Bothell , State of Washington its true and lawful Agent and Attorney in Fact, with full power and authority hereby conferred, to sign, execute, acknowledge and deliver for and on its behalf as Surety, the following described bond. Any and all bonds,undertakings,and recognizances in an amount not to exceed Ten Million Dollars($10,000,000)for any single obligation. The acknowledgment and execution of such bond by the said Attorney in Fact shall be as binding upon this Company as if such bond had been executed and acknowledged by the regularly elected officers of this Company. The RLI Insurance Company further certifies that the following is a true and exact copy of the Resolution adopted by the Board of Directors of RLI Insurance Company,and now in force to-wit: "All bonds,policies,undertakings,Powers of Attorney or other obligations of the corporation shall be executed in the corporate name of the Company by the President, Secretary, any Assistant Secretary, Treasurer, or any Vice President, or by such other officers as the Board of Directors may authorize. The President, any Vice President, Secretary, any Assistant Secretary, or the Treasurer may appoint Attorneys in Fact or Agents who shall have authority to issue bonds, policies or undertakings in the name of the Company. The corporate seal is not necessary for the validity of any bonds, policies, undertakings, Powers of Attorney or other obligations of the corporation.The signature of any such officer and the corporate seal may be printed by facsimile." IN WITNESS WHEREOF,the RLI Insurance Company has caused these presents to be executed by its Vice President with its corporate seal affixed this 8th day of June , 2009 . ;\s,"\f°:,,,:-a ", RLI Insurance Company ��. OOPPOR.,7. %.,'Zs .r_ State of Illinois l = SEAL �= By: ' �� `" } SS Roy C.Di- Vice President County of Peoria )) ",,'t L.1 N o�s•O'�` ,,,1,,,�,,,,,��� CERTIFICATE On this 8th day of June , 2009 , before me,a Notary Public, personally appeared Roy C. Die who being by me duly sworn, I, the undersigned officer of RLI Insurance Company, a stock acknowledged that he signed the above Power of Attorney as the aforesaid corporation of the State of Illinois,do hereby certify that the attached officer of the RLI Insurance Company and acknowledged said instrument to be Power of Attorney is in full force and effect and is irrevocable; and the voluntary act and deed of said corporation. furthermore, that the Resolution of the Company as set forth in the Power of Attorney, is now in force. In testimony whereof, I have here atog set my han nd the seal of the RI,,I Insurance Company this 7"` day of , By: ___ RLI Insurance Company Jac eline M.Bock r Notary Public 1� �. "OFFICIAL SEAL" By: ' f JACQUELINE M.BOCKLER Roy C.Di- Vice President STATE OF =NCO COMMISSION EXPIRES 03/01/10 4632356030110 A,0059207 City of Renton Contract Documents for Rainier Ave S (SR 167) Improvements Project Phase 1: Shattuck Ave S Stormwater Bypass III. PROJECT PROPOSAL Project: Rainier Ave S (SR 167) Improvements Project Phase 1: Shattuck Ave S Stormwater Bypass Project No. CAG-09-125 Company: 1� .C,, 1 CC-1411)0'1 Address: I I c,() k)OnCAC1 tt. N i✓ (Rrc-I-r )na �1 . Phone No: 9S.�' G, dt. Fax No: Z-,00/5 Si5 I,(iC) Bid Amount: $ If IPV=', Soo,�{I sive • BIDDER'S CHECKLIST 1. PROJECT PROPOSAL COVER SHEET 2. BIDDER'S CHECKLIST 3. PROPOSAL FORM 4. SCHEDULE OF PRICES 5. ACKNOWLEDGEMENT OF RECEIPT OF ADDENDA 6. BID BOND FORM 7. CERTIFICATION FOR FEDERAL-AID CONTRACTS 8. CERTIFICATION OF EQUAL EMPLOYMENT OPPORTUNITY REPORT 9. NON-COLLUSION DECLARATION 10. NON-COLLUSION AND DEBARMENT AFFIDAVIT 1 1. ASSIGNMENT OF ANTITRUST CLAIMS 12. MINIMUM WAGE AFFIDAVIT FORM 13. DISADVANTAGED BUSINESS ENTERPRISE UTILIZATION CERTIFICATION 14. SUBCONTRACTOR LIST FORM The above documents must be executed by the Contractor's President, Vice-President, and Secretary if corporation by-laws permit. All pages must be signed. In the event another person has been duly authorized to execute contracts, a copy of the corporation minutes establishing this authority must be attached to the bid document. Rainier Ave S(SR 167)Improvements Project Phase 1: Shattuck Ave S Stormwater Bypass Bidder's Checklist July 2009 • CITY OF RENTON Rainier Ave S (SR 167)Improvements Project Phase 1: Shattuck Ave S Stormwater Bypass Federal Aid Number: ARRA-0167(044) PROPOSAL TO THE CITY OF RENTON RENTON, WASHINGTON Ladies and/or Gentlemen: The undersigned hereby certify that the bidder has examined the site of the proposed work and has read and thoroughly understands the plans, specifications, and contract governing the work embraced in this improvement, and the method by which payment will be made for said work, and hereby propose to undertake and complete the work embraced in this improvement, or as much thereof as can be completed with the money available, in accordance with the said plans, specifications and contract, and the following schedule of rates and prices. (Note: Unit prices for all items, all extensions, and total amount of bid shall be shown. Show unit prices in figures only.) Printed Name: InnSignature: IR rI Address: • `M c_ 'S Names of Members of Partnership: Or Name of President of Corporation ft Name of Secretary of Corporation Corporation Organized under the laws of AII with main office in State of Washington at � ► .ridI Rainier Ave S(SR 167)improvements Project 73o73 Phase 1: Shattuck Ave S Stormwatcr Bypass Proposal July 2009 • SCHEDULE OF PRICES UNIT PRICES FOR ALL ITEMS,ALL EXTENSIONS AND TOTAL AMOUNT OF BID SHALL BE SHOWN. ALL ENTRIES SHALL BE WRITTEN IN INK OR TYPED TO VAUDATE BID. (NOTE:SHOW PRICE PER UMT IN FIGURES ONLY.FIGURES GAMIN TO THE RIGHT OF THE DOT(DECIMAL)II THE PRICE PER UNIT COLUMN SHALL EE INTERPRETED AS CENTS) ITEMPEACE PER ITEM SPEC. UNIT TOTAL UNC TOTAL AMOUNT NO. NO. QUANTITY DOLLARS (DOLLARS) SCHEDULE A 1 MINOR CHANGE 1-04 CALC 1 $ 5,000.00 $ 5,000.00 2 CONTRACTOR SUPPLIED SURVEYING 1-05 L.S. 1 /((05.1( /(, l°5-• 1/ 3 SPCC PLAN 1-07 L.S. 1 Z1'./. $S z 7 '.SS 4 ARCHAEOLOGICAL AND HISTORICAL 1-07 EST. 1 $ 25,000.00 $ 25,000.00 SALVAGE 5 PEDESTRIAN CONTROL AND 1-07 L.S. 1 PROTECTION 33,2-1),01. 33,2:-)7.c.r 6 HIGH VISIBILITY FENCE 1-08 L.F. 87 , gl /57.x/7 7 MOBILIZATION 1-09 L.S. 1 ..15)toti� 21 8 PROJECT TEMPORARY TRAFFIC 1-10 L.S. 1 CONTROL $1,30135 $1 3o7,3S 9 UTILITY POTHOLING 1-17 EST. 1 $ 25,000.00 $ 25,000.00 10 RESOLUTION OF UTILITY CONFLICTS 1-17 EST. 1 $ 50,000.00 $ 50,000.00 11 CLEARING AND GRUBBING 2-01 ACRE 0.03 os`-/, 31 If 1 (-3 12 ROADSIDE CLEANUP 2-01 EST. 1 $ 10,000.00 $ 10,000.00 13 REMOVAL OF STRUCTURES AND 2.02 L.S. 1 OBSTRUCTION 1 ),(,(S 69 0, Co/C. (0'3 14 REMOVING CEMENT CONC.SIDEWALK 2-02 S.Y. 328 t! . 1 1 i .?"7/g. RFs Rainier Ave S(SR 167)Improvements Project Schedule of Prices,Addendum No.3 Phase 1:Shattuck Ave S Stormwater Bypass Page 1 of 8 July 2009 Page 3 Schedule of Prices Provided to Builders Exchange of WA, Inc. For usage Conditions Agreement see www.bxwa.com-Always Verify Scale SCHEDULE OF PRICES UNIT PRICES FOR ALL ITEMS,ALL EXTENSIONS AND TOTAL AMOUNT OF BID SHALL BE SHOWN. ALL ENTRIES SHALL BE WRITTEN IN INK OR TYPED TO VAUDATE BID. (NOTE:SHOW PRICE PER UNIT IN MUMS ONLY.mums WRITTEN TO THE RIGHT OF THE DOT(OECSWAL)IN THE PRICE PM WIT COLUMN SHALL EE INTERPRETED AS CENTS) PRICE PER ITEM ITEM SPEC. UI�T TOTAL UNIT TOTAL AMOUNT NO. NO. QUANTITY DOLLARS (DOLLARS) SCHEDULE A 15 REMOVING ASPHALT CONC. 2-02 S.Y. 2,869 PAVEMENT 2., 38' � g 2$ 22- 16 REMOVING CEMENT CONC.CURB AND 2-02 L.F. 450 GUTTER 17 ABANDON AND FILL STORM DRAIN 2-02 L.F. 480 PIPE II..ZI 111So .V0 18 REMOVING CHAIN LINK FENCE 2-02 L.F. 60 („33 375, 'tcz, 19 SAWCUTTING 2-02 L.F. 2,830 , oY s,713 , z� 20 ROADWAY EXCAVATION INCL. HAUL 2-03 C.Y. 1,024 21 ABANDONMENT OF MONITORING 2-05 EACH 3 WELLS /Z /, ?io 22 STRUCTURE EXCAVATION CLASS A 2-09 C.Y. 113 INCL.HAUL 1-) ,G% /, `'197 1y 23 SHORING OR EXTRA EXCAVATION CL. 2-09 L.S. 1 A 1,as-z_13 24 STRUCTURE EXCAVATION CLASS B 2-09 C.Y. 4,977 INCL.HAUL I ' i7 93,Y/8.Z9 25 CLASR.SI B OR EXTRA EXCAVATION 2-09 S.F. 19,246 © . /3, 'f7Z, zC 26 CONSTRUCTION GEOTEXTILE FOR 2-12 S.Y. 4,563 SEPARATION o, 2 3,2.g5. 3� 27 CRUSHED SURFACING TOP COURSE 4-04 TON 949 ,la3 Zo,s2.4-%7 28 PLANING BITUMINOUS PAVEMENT 5-04 S.Y. 1,560 5. (o1 Rainier Ave S(SR 167)Improvements PmJect Schedule of Prices,Addendum No.3 Phase 1:Shattuck Ave S Stormwater Bypass Page 2 of S July 2009 Page 4 Provided to Builders Exchange of WA, Inc. For usage Conditions Agreement see www.bxwa.com-Always Verify Scale SCHEDULE OF PRICES UNIT PRICES FOR ALL ITEMS,ALL EXTENSIONS AND TOTAL AMOUNT OF BID SHALL BE SHOWN. ALL ENTRIES SHALL BE WRITTEN IN INK OR TYPED TO VALIDATE BID. (NOTE:SHOW MICE PER UNIT IN FIGURES ONLY.FIGURES WRITTEN TO THE RIGHT OP THE DOT(DECIMAL)IN THE PACE PER LINT COLUMN SHALL DI INTERPRETED AS CENTS) PRICE PER ITEM SPEC. TOTAL TOTAL AMOUNT NO. ITEM NO. WIUNIT TQUANTITY DOLLARS (DOLLARS) SCHEDULE A 29 HMA CL. 1/2 IN.PG 64-22 5-04 TON 2,182 S5. a') I'-?t3,$,3`( CEMENT CONC. PAVEMENT- 30 INCLUDING DOWELS 505 C.Y. 18 4/36.Sls 7,$5$ , vv 31 CONC.CLASS 4000 FOR FOUNDATION 6-02 C.Y. 95 291.K�/ ? �&( . Esc 32 ST. REINF. BAR FOR FOUNDATION 6-02 LB. 9,322 i, 73 1"),0.55. 24 33 UNDERDRAIN PIPE 6 IN.DIAM. 7-01 L.F. 220 Il,5S 3,$4,/.0'- 34 TESTING STORM SEWER PIPE 7-04 L.F. 1,686 2.,LAD y,1-1$111. 35 CORRUGATED POLYETHYLENE STORM 7-04 L.F. 432 SEWER PIPE 12 IN. DIAM. ZZ. Z5 9,6 Z5, Z8 CORRUGATED POLYETHYLENE STORM 36 SEWER PIPE 18 IN. DIAM. 7-04 L.F. 39 1.-)Z I,z3"1. �1c 37 CORRUGATED POLYETHYLENE STORM 7-04 L.F. 1,139 SEWER PIPE 48 IN. DIAM. I S'0,33 171, Z C. /s? 38 DUCTILE IRON STORM SEWER PIPE 12 7-04 L.F. 81 IN.DIAM. (so.ZS z68go•26' 39 CONCRETE INLET 7-05 EACH 4 95 .53 IZ 40 CATCH BASIN TYPE 1 7-05 EACH 9 41 CATCH BASIN TYPE 248 IN.DIAM. 7-05 EACH 3 3, /Z •$? 9,3?7. 6,/ 42 CATCH BASIN TYPE 2 72 IN.DIAM. 7-05 EACH 1 y 04.3,73 _ /,o 3 .73 Rainier Ave S(SR 167)Improvements Project Schedule of Prices,Addendum No.3 Phase 1:Shattuck Ave S Stormwater Bypass Page 3 of B July 2009 Page 5 Provided to Builders Exchange of WA, Inc. For usage Conditions Agreement see www.bxwa.com-Always Verify Scale • SCHEDULE OF PRICES UNIT PRICES FOR ALL ITEMS,ALL EXTENSIONS AND TOTAL AMOUNT OF BID SHALL BE SHOWN. ALL ENTRIES SHALL BE WRITTEN IN INK OR TYPED TO VALIDATE BID. (NOTE:SHOW PRICE PER UNIT IN PIOURES ONLY.MURES WRITTEN TO THE NGHT OF THE DOT(DECIMAL)IN THE PRICE PER UNIT COLUMN SHALL EE INTERPRETED AS CENTS) PRICE PER ITEM ITEM SPEC. UNIT TOTAL UNC TOTAL AMOUNT NO. NO. QUANTITY DOLLARS (DOLLARS) SCHEDULE A 43 CATCH BASIN TYPE 2 84 IN.DIAM. 7-05 EACH 7 f�,Fs�3 oz z/Fr,avl. rev CATCH BASIN TYPE 2 84 IN. DIAM.WITH 7-05 EACH 2 CASING 71R yZ.•03 /S/,$4/. 45 ABANDON EXISTING MANHOLE 7-05 EACH 2 i75 .v4/ 35'0.8� 46 CONNECTION TO DRAINAGE 7-05 EACH 6 STRUCTURE /55',/9 9.5S /'1 47 CONNECTION TO EXISTING MANHOLE 7-05 EACH 2 4t`I.9? 9(05. 9 i • CONNECT STRUCTURE TO EXISTING 7-05 EACH 9 • PIPE 339•y3 3,e)3(c)-Iv? 49 ADJUST MANHOLE 7-05 EACH 7 iz (09, 32s 50 MANHOLE 48 IN.DIAM.TYPE SANITARY 7-05 EACH 3 31091 . IFs 91273 , 5'( 51 SANITARY MANHOLE EXTRA SHALLOW 7-05 EACH 1 TYPE C Z,3-77,5g Z.,31-7,5le 52 ADJUST CATCH BASIN 7-05 EACH 1 /So,$! LOCKING SOLID METAL COVER AND 63 FRAME FOR CATCH BASIN 7-05 EACH 1 Z t.7 /3 Zt,7 /3 54 ADJUST VALVE BOX 7-05 EACH 8 I-7 .99 /,37s. 9z 55 DEWATERING 7-06 L.S. 1 7/3,33/.1. 2y ao, 3 1.Z`! BANK RUN GRAVEL FOR TRENCH56 7-09 C.Y. 1,500 BACKFILL ZFrZ 32, )30• o- Rainier Ave S(SR 167)Improvements Project Schedule of Prices,Addendum No.3 Phase 1:Shattuck Ave S Stormwater Bypass Page 4 of 8 July 2009 Page 6 Provided to Builders Exchange of WA. Inc. For usaae Conditions Agreement see www.bxwa.com-Always Verify Scale • NNW* SCHEDULE OF PRICES UNIT PRICES FOR ALL ITEMS,ALL EXTENSIONS AND TOTAL AMOUNT OF BID SHALL BE SHOWN. ALL ENTRIES SHALL BE WRITTEN IN INK OR TYPED TO VALIDATE BID. (NOTE:SHOW PRICE PER UNIT W FIGURES ONLY.FIGURES WRITTEN TO THE RIGHT OF THE DOT(DECIMAL)IN THE PRICE PER UNIT COLUMN SHALL IN INTERPRETED AS CENTS) PRICE PER ITEM ITEM SPEC. UNIT TOTAL UNIT TOTAL AMOUNT NO. NO. QUANTITY DOLLARS (DOLLARS) SCHEDULE A 57 HYDRANT ASSEMBLY 7-14 EACH 1 WATER SERVICE AND CONNECTION TO58 7-15 EACH 12 EXISTING MAIN Y37.8`; 4 acci,Zo 59 TELEVISION INSPECTION 7-17 L.S. 1 CD,2.9S-.2-%- (, , 60 TEMPORARY BYPASS PUMPING 7-17 L.S. 1 1 -1'.89 (0,(0l-).�c1 61 PVC SANITARY SEWER PIPE 8 IN.DIAM. 7-17 L.F. 173 yy.S-‘ ")o$. Fig 62 ESC LEAD 8-01 DAY 80 5,99G, `0 63 PERMANENT EROSION CONTROL 8-01 S.Y. 267 BLANKET 64 INLET PROTECTION 8-01 EACH 21 4'z, "r? $. 17 65 EROSION/WATER POLLUTION 8-01 EST. 1 $ 25,000.00 $ 25,000.00 CONTROL 66 BARK OR WOOD CHIP MULCH 8-02 C.Y. 72 S/,7-) 3, 1a'7. -/ 67 TOPSOIL TYPE A 8-02 C.Y. 144 .51 ,Y) ?/4/S'f,$Fr PSIPE-ROSA RUGOSA"FRU DAGMAR 8-02 EACH 502 HATSUP" t o S,/95'.la 69 PSIPE-MAHONIA NEROSA 8-02 EACH 590 I /2, 2_1&.90 70 PSIPE-SESLARIA AUTUMNALIS 8-02 EACH 370 Jo. 3S 3,$Z9, Rainier Ave S(SR 167)Improvements Project Schedule of Prices,Addendum No.3 Phase 1:Shattuck Ave S Stormwater Bypass Page 5 of S July 2009 Page 7 Provided to Builders Exchange of WA. Inc. For usage Conditions Agreement see www.bxwa.com-Always Verify Scale N SCHEDULE OF PRICES UNIT PRICES FOR ALL ITEMS,ALL EXTENSIONS AND TOTAL AMOUNT OF BID SHALL BE SHOWN. ALL ENTRIES SHALL BE WRITTEN IN INK OR TYPED TO VALIDATE BID. (NOTS:SHOW PRICE PER UM IN FIGURES ONLY.FIGURES WRITTEN TO THE NIGHT Of THE DOT(DECIMAL)IN THE PRICE PM UNR COLUMN SHALL SE INTERPRETED AS CENTS) PRICE PER ITEM SPEC. TOTAL TOTAL AMOUNT NO. ITEM NO. UNC UNIT QUANTITY DOLLARS (DOLLARS) SCHEDULE A 71 CEMENT CONC.TRAFFIC CURB AND 8-04 L.F. 1,206 GUTTER of S, Cr' 72 CEMENT CONC.PEDESTRIAN CURB 8-04 L.F. 16 73 TYPE A PRECAST TRAFFIC CURB 8-04 L.F. 54 IQ,56 /031., 74 TCEEME AT CONC. DRIVEWAY ENTRANCE 8-06 S.Y. 88 ,Sz.o( 4457(..�� 75 TCIE�ME BT CONC. DRIVEWAY ENTRANCE 8-06 S.Y. 42 76 CEMENT CONC.DRIVEWAY ENTRANCE 8-06 S.Y. 235 TYPE C /41, aqs-, SS 77 CHAIN LINK FENCE TYPE 6 8-12 L.F. 31 26.4+6, $Zc , Zlo 78 END,GATE,CORNER,AND PULL POST 8-12 EACH 4 FOR CHAIN LINK FENCE z3 0, 0? 79 MONUMENT CASE AND COVER 8-13 EACH 3 q$6-9c) /'-J o ?-o 80 ADJUST MONUMENT CASE AND COVER 8-13 EACH 2 1440 Sc 251/. cP 81 CEMENT CONC.SIDEWALK 8-14 S.Y. 466 21.4.8" /4/,74 Z..Bis 82 CAEMENT CONC.SIDEWALK RAMP TYPE 8-14 EACH 3 . Z.,bS'S•'LI CEMENT CONC.SIDEWALK RAMP TYPE 8-14 EACH 4 2A $S`1,$z 35'31,28 CEMENT CONC.SIDEWALK RAMP TYPE 8-14 EACH 3 5 7511-S:0-) Z,c g S. 2-I Rainier Ave S(SR 167)Improvements Protect Schedule of Prices,Addendum No.3 Phase 1:Shattuck Ave S Stormwater Bypass Page 6 of 8 July 2009 Page 8 Provided to Builders Exchange of WA, Inc. For usage Conditions Agreement see www.bxwa.com-Always Verify Scale seri N.fte • SCHEDULE OF PRICES UNIT PRICES FOR ALL ITEMS,ALL EXTENSIONS AND TOTAL AMOUNT OF BID SHALL BE SHOWN. ALL ENTRIES SHALL BE WRITTEN IN INK OR TYPED TO VALIDATE BID. (NOTE:SHOW PRICE PER WIT IN FIGURES ONLY.MORES WRITTEN TO THE RIGHT Of THE DCT(DECIMAL)IN THE PRICE Pm war COLUMN SHALL SI INTERPRETED AS CENTS) PRICE PER ITEM SPEC. TOTAL TOTAL AMOUNT NO. ITEM NO. UPNT UNIT QUANTITY DOLLARS (DOLLARS) SCHEDULE A 85 QUARRY SPALLS 8-15 TON 865 18.3"1 /1,13-9 o. oc 86 CONC.SLOPE PROTECTION WITH 8-16 S.Y. 89 EMBEDDED ROCK .55-A3 L1,9615. S? 87 ILLUMINATION SYSTEM 8-20 L.S. 1 I i � -2.5<‘.(, 88 SERVICE CABINET 8-20 EACH 1 51SI_Fs$ S, 15i . X 89 HEIGHT DETECTION WARNING SYSTEM 8-20 L.S. 1 'i/,'1i c i 4/4 q/3. i 90 RELOCATING EXISTING LUMINAIRE 8-20 EACH 1 3,.gS1_I3 3.s'ci. l3 91 SACRIFICIAL BEAM 8-21 L.S. 1 `LZc51 7 ZtS= 92 HEIGHT DETECTION STRUCTURE 8-21 L.S. 1 4 ,gsc,,/, 'i /, $(,'f, fe 6 93 PERMANENT SIGNING 8-21 L.S. 1 '>4 6,5 /Cry 94 REMOVING SIGN STRUCTURE SHAFT 8-21 EST. 1 $ 10,000.00 $ 10,000.00 OBSTRUCTIONS 95 PAINT LINE 8-22 L.F. 458 / ./ .5?�."7� 96 PLASTIC CROSSWALK LINE 8-22 S.F. 154 97 PLASTIC STOP LINE 8-22 L.F. 116 • 98 ROCK FOR ROCK WALL 8-24 TON 6 125-, zJ 911.=/`-/ Rainier Ave S(SR 167)Improvements Project Schedule of Prices,Addendum No.3 Phase 1:Shattuck Ave S Stormwater Bypass Page 7 of II July 2009 Page 9 Provided to Builders Exchange of WA, Inc. For usage Conditions Agreement see www.bxwa.com-Always Verify Scale Sloe *400' • • SCHEDULE OF PRICES UNIT PRICES FOR ALL ITEMS,ALL EXTENSIONS AND TOTAL AMOUNT OF BID SHALL BE SHOWN. ALL ENTRIES SHALL BE WRITTEN IN INK OR TYPED TO VALIDATE BID. (NOTE:SHOW PRICE PER UNIT PI FIGURES ONLY.ROURES WRITTEN TO THE RIGHT OP THE DOT(DECIMAL)IN THE PRICE PER UNIT COLUMN SHALL BE INTERPRETED AS CENTS) ITEM PRICE PER SPEC. TOTAL TOTAL AMOUNT NO. ITEM NO. MAT UNIT QUANTITY DOLLARS (DOLLARS) SCHEDULE A 99 BOLLARD TYPE 1 8-26 EACH 5 gzS ,SI 4/,/27,S( 100 FIELD OFFICE BUILDING 8-27 L.S. 1 I4111Z4. (e7 101 RELOCATING HISTORICAL MARKER 8-28 EACH 1 3'11, (Di 3c//. (1 102 DUCTILE IRON STORM SEWER PIPE 18 IN.DIAM. 7-04 L.F. 34 jo(0.13,C,7_3, 103 OVERFLOW RISER WITH SHEAR GATE, 7-05 EACH 1 18 IN. DIAM. 2,15a•�L Z,IQ•86 104 GRAVEL BORROW INCL.HAUL 2-03 TON 360 3 -Is %339, 105 RAISED PAVEMENT MARKER TYPE 1 8-09 HUND 3 z gZ,v3 ,g9 106 RAISED PAVEMENT MARKER TYPE 2 8-09 HUND 1 ,1-z 3 (DL .3 Z3 SCHEDULE A SUBTOTAL= ;j1 uPcit I L(o bi 2- 76'M 1. j ivt.›,v4;:.,r Rainier Ave S(SR 167)Improvements Project Schedule of Prices,Addendum No.3 Phase 1:Shattuck Ave S Stormwater Bypass Page Sof 8 July 2009 Page 10 - - -.... 1-www Mm_AIUMPC Verify(SrAIe N SCHEDULE OF PRICES UNIT PRICES FOR ALL ITEMS,ALL EXTENSIONS AND TOTAL AMOUNT OF BID SHALL BE SHOWN. ALL ENTRIES SHALL BE WRITTEN IN INK OR TYPED TO VALIDATE BID. (NOTE:SHOW PRICE PER UNIT IN FIGURES ONLY.FIGURES WRITTEN TO THE RIGHT OF THE DOT(DECIMAL)IN THE PRICE PER UNIT COLUMN SHALL BE INTERPRETED AS CENTS) ITEM SPEC. TOTAL PRICE PER TOTAL AMOUNT NO. ITEM NO. UNIT QUANTITY UNIT (DOLLARS) DOLLARS SCHEDULE B iB CONDUIT PIPE 3 IN. DIAM. 8-20 L.F. 1,270 SCHEDULE B SUBTOTAL= $ Cif Si ,ci Q WASHINGTON STATE SALES TAX(W.S.S.T)(9.5%) = $ I5SS`7I:19 SCHEDULE B SUBTOTAL WITH W.S.S.T.= $ airier Ave S(SR 167)Improvements Project Schedule of Prices lase 1:Shattuck Ave S Stormwater Bypass Page I of I July 2(109 SCHEDULE OF PRICES UNIT PRICES FOR ALL ITEMS,ALL EXTENSIONS AND TOTAL AMOUNT OF BID SHALL BE SHOWN. ALL ENTRIES SHALL BE WRITTEN IN INK OR TYPED TO VALIDATE BID. (NOTE:SHOW PRICE PER UNIT IN FIGURES ONLY.FIGURES WRITTEN TO THE RIGHT OF THE DOT(DECIMAL)IN THE PRICE PER UNIT COLUMN SHALL BE INTERPRETED AS CENTS) PROJECT TOTAL SCHEDULE A SUBTOTAL= $ �I6©CI1IZL. f1Z. SCHEDULE B SUBTOTAL WITH W.S.S.T= $ a i,37 9.2-`1 TOTAL PROJECT COST= $ j 1,3a;5 . q airier Ave S(SR 167)Improvements Project Schedule of Prices lase I:Shattuck Ave S Stormwater Bypass Page I of I July 2009 ACKNOWLEDGEMENT OF RECEIPT OF ADDENDA ACKNOWLEDGEMENT OF RECEIPT OF ADDENDA: NO. Date ,Sc,,�v� \S,a NO. a Date ,\,L2, 5` &OOC NO. 3 Date Signed ,(46 1 Title �jjc e \--V- 4 Name of Companyr'X1i1S C CinrsIrr C Address C) )}( , j�j City/State/Zip )nd_, q73.-0SqJ Telephone L' 5. � act&D, City of Renton State Contractor'sDE-iVN-11-201 D4 Business License# License# Rainier Ave S(SR 167)Improvements Project Acknowledge of Receipt of Addenda Phase I: Shattuck Ave S Stormuwater Bypass July 2009 'towNue • CITY OF RENTON RENTON, WASHINGTON . ADDENDUM NO.1 to the CONTRACT DOCUMENTS for the Rainier Ave S(SR 167)Improvements Project Phase 1: Shattuck Ave S'Stormwater Bypass Federal Aid Number:ARRA-0167(044) Project No.CAG-09-125 Date of Issue: July 15,2009 Date of Bid Opening: July 17.2009 NOTICE TO ALL 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 form provided and attach it to the Proposal Form. Failure to do so will subject the Bidder to disqualification of his bid. THE CONTRACT DOCUMENTS ARE MODIFIED AS FOLLOWS: PROPOSAL: Schedule A of the Schedule of Prices in the Proposal is replaced by the attached document (8 pages): 1. Revised quantities for Bid Items 33,35, 36, 38,40,41,46 2. Added Bid Item 102,DUCTILE IRON STORM SEWER PIPE 18 IN. DIAM.,PER L.F.. 3. Added Bid Item 103, OVERFLOW RISER WITH SHEAR GATE, 18 IN. DIAM., PER EACH. 4. Added Bid Item 104, GRAVEL BORROW INCL.HAUL,PER TON. SPECIAL PROVISIONS: 1. The following is added to Special Provisions Section 2-09.4,Measurement. Rainier Ave S(SR 167)Improvements Project .ADDENDUM NO.1 Phase 1:Shattuck Ave S Stormwater Bypass July 15,2009 Page 1 of 5 Page 1 Addendum#1 Provided to Builders Exchanae of WA. Inc. For usage Conditions Agreement see www.bxwa.com-Always Verify Scale iguir Noe CITY OF RENTON RENTON, WASHINGTON ADDENDUM NO. 2 to the CONTRACT DOCUMENTS for the Rainier Ave S(SR 167)Improvements Project Phase 1: Shattuck Ave S Stormwater Bypass Federal Aid Number: ARRA-0167(044) Project No.CAG-09-125 Date of Issue: July 15.2009 Date of Bid Opening: July 17.2009 NOTICE TO ALL 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 form provided and attach it to the Proposal Form. Failure to do so will subject the Bidder to disqualification of his bid. THE CONTRACT DOCUMENTS ARE MODIFIED AS FOLLOWS: SPECIAL PROVISIONS: • I. Special Provisions Section 8-20.5, Payment, second paragraph is deleted and replaced with the following. The lump sum price for "Height Detection Warning System" shall be full payment for the construction of the complete advanced height detection warning system for both height detection structures, as described above,as shown in the Plans and herein specified including furnishing and installing tilt switches, conduit, wiring, LED flashing warning lights, and for making all required tests. All additional material and labor, not shown in the Plans or called for herein and which are required to complete the electrical system shall be included in the lump sum Contract price. Rainier Ave S(SR 167)Improvements Project ADDENDUM NO.2 Phase 1:Shattuck Ave S Stormwater Bypass July 15,2009 Page 1 oft Page 1 Addendum#2 Provided to Builders Exchange of WA, Inc. For usage Conditions Agreement see www.bxwa.com-Always Verify Scale loger' 'Nee CITY OF RENTON RENTON, WASHINGTON ADDENDUM NO. 3 to the CONTRACT DOCUMENTS for the Rainier Ave S (SR 167)Improvements Project Phase 1: Shattuck Ave S Stormwater Bypass Federal Aid Number: ARRA-0167(044) Project No. CAG-09-125 Date of Issue: July 16,2009 Date of Bid Opening: July 17,2009 NOTICE TO ALL 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 form provided and attach it to the Proposal Form. Failure to do so will subject the Bidder to disqualification of his bid. THE CONTRACT DOCUMENTS ARE MODIFIED AS FOLLOWS: PROPOSAL: Schedule A of the Schedule of Prices in the Proposal is replaced by the attached document (8 pages): 1. Added Bid Item 105,RAISED PAVEMENT MARKER TYPE 1,PER HUND. 2. Added Bid Item 106,RAISED PAVEMENT MARKER TYPE 2,PER HUND. APPENDIX B—STANDARD PLANS: 1. Renton Standard Plan 109 is added to Appendix B. 2. Renton Standard Plan 109.1 is added to Appendix B. Rainier Ave S(SR 167)Improvements Project ADDENDUM NO.3 Phase I:Shattuck Ave S Stormwater Bypass July 16,2009 Page 1 of 2 Page 1 Addendum#3 A--..tJ�J �A..:Id-...E..w,...,wa w�►!1!® Inn Cnr teeing A/Yraomant APP%MAW hIONSI CAM-Always Verify Scale • 'Now *awe PLANS: 1. Drawing No. SGOT (Sheet 28 of 48)is modified as follows: 1. Construction Note 3 is modified to say "DOTTED EXTENSION LINE PER WSDOT STANDARD PLAN M-20.10-01." 2. Construction Note 4 is modified to say "DOUBLE (YELLOW) CENTERLINE RAISED PAVEMENT MARKINGS PER RENTON STANDARD PLAN 109." 3. Add Construction Note 8, "ADD SINGLE SKIP YELLOW CENTER LINE FROM SHATTUCK STA. 10+30,0-FT OFFSET, TO SHATTUCK STA. 14+60, 0-FT OFFSET.ADD SINGLE SKIP YELLOW LINE FROM SHATTUCK STA. 15+10, 0-FT OFFSET, TO SHATTUCK STA. 17+97.00,0-FT OFFSET. SEE RENTON STANDARD PLANS 109." 2. Drawing No. SGO2 (Sheet 29 of 48)is modified as follows: 1. Construction Note 3 is modified to say "DOTTED EXTENSION LINE PER WSDOT STANDARD PLAN M-20.10-01." 2. Construction Note 4 is modified to say "DOUBLE (YELLOW) CENTERLINE RAISED PAVEMENT MARKINGS PER RENTON STANDARD PLAN 109." 3. Add Construction Note 8, "ADD SINGLE SKIP YELLOW CENTER LINE FROM SHATTUCK STA. 10+30, 0-FT OFFSET, TO SHATTUCK STA. 14+60,0-FT OFFSET.ADD SINGLE SKIP YELLOW LINE FROM SHATTUCK STA. 15+10, 0-FT OFFSET, TO SHATTUCK STA. 17+97.00,0-FT OFFSET.SEE RENTON STANDARD PLANS 109." 3. Drawing No. SGO3 (Sheet 30 of 48)is modified as follows: 1. Construction Note 3 is modified to say "DOTTED EXTENSION LINE PER WSDOT STANDARD PLAN M-20.10-01." 2. Construction Note 4 is modified to say "DOUBLE (YELLOW) CENTERLINE RAISED PAVEMENT MARKINGS PER RENTON STANDARD PLAN 109." 3. Add Construction Note 9, "ADD SINGLE SKIP YELLOW CENTER LINE FROM SHATTUCK STA. 10+30,0-FT OFFSET,TO SHATTUCK STA. 14+60,0-FT OFFSET.ADD SINGLE SKIP YELLOW LINE FROM SHATTUCK STA. 15+10, 0-FT OFFSET, TO SHATTUCK STA. 17+97.00,0-FT OFFSET. SEE RENTON STANDARD PLANS 109." ALL OTHER REQUIREMENTS OF THE CONTRACT DOCUMENTS REMAIN IN EFFECT. CITY OF RENTON Li; obert M.H 74 1.n,P.E. Transportation Design Supervisor Rainier Ave S(SR 167)bnprovements Project ADDENDUM NO.3 Phase 1:Shattuck Ave S Stormwater Bypass July 16,2009 Page 2 of 2 Page 2 Prnvirlart to Ririktare Pvnh2nna nt WA Inn Fnr im2na('nnrlitinne Anraamant maga wunu hvura,yarn-Atw uc Varifv Anola Nfrie '4441 BID BOND FORM Herewith find deposit in the form of a certified check, cashier's check, cash, or bid bond in the amount of $ which amount is not less than five percent (5%) of the total bid. Signature Know All Men by These Presents: That we, , as Principal, and as Surety, are held and firmly bound unto the City of Renton, as Obligee, in the penal sum of dollars, for the payment of which the Principal and the Surety bind themselves, their heirs, executors, administrators, successors and assigns,jointly and severally, by these presents. The condition of this obligation is such that if the Obligee shall make any award to the Principal for according to the terms of the proposal or bid made by the Principal therefor, and the Principal shall duly make and enter into a contract with the Obligee in accordance with the terms of said proposal or bid and award and shall give bond for the faithful performance thereof, with Surety or Sureties approved by the Obligee; or if the Principal shall, in case of failure to do so, pay and forfeit to the Obligee the penal amount of the deposit specified in the call for bids, then this obligation shall be null and void; otherwise it shall be and remain in full force and effect and the Surety shall forthwith pay and forfeit to the Obligee, as penalty and liquidated damages, the amount of this bond. Signed, sealed and dated this day of 20 Principal Surety Received return of deposit in the sum of$ Rainier Ave S(SR 167)Improvements Project Bid Bond Form Phase 1: Shattuck Ave S Stormwater Bypass July 2009 Now 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: (I) No Federal appropriates funds have seen paid or evil;be paid, .7y or on behaf of toe undersigned, to any person for influencing or attempting to infuence an offiCar or employee of any Federal aaency, a Member of Congress. an officer or employee of Congress,or an employee of a Member of Congress in connector'Mtn the awarding of any Federa`contract, the making:,f any Federal grant. the mad=ng of any Federal loan,the entering into of any cooperabve agreement.and the extension, continuation, renewal, amendment, or modification of any Federal contract, gran:, loan or cooperative agreement. (2) l:f any funds other than Federal appropria:ed funds have been paid or will be paid to any person for infl enc ng or attempting to influence an officer or employee of any Federal aoencyr, a Member of Congress, an officer or employee of C;oncress,or an emp'f yee of a Member of Congress in connection Mtn this Federa contract. grant. loan, Dr cooperative arareemen:, the unde ;;fined shad cormpiete anc.submit Standard Form-LLL, D.sclo:s re Form to Report Lobbying,"in accordance w,n^ t:sinstructions. This certification is material representation of the fact upon which re.lance was paced when this transaction was made or entered tots. Submission of this Certiflcat on is a Prereouisite for rnakinra or en:enno into this transaction imposed by Section 1352, Title 31, J.S. Code. Any person who fails to file the requlrerJ celiflcat on shall be , bject to a civil penalty of not less than $10.GO3 and no: more than $1:00,030 for each faift re. The prospective participant also aarees sullmittinc nis or her bid or proccsal that he or shr snalf reau:re that the lannuace of this certification be included in al lower ter,subcontracts. exceed $10.1,3 �'0 a17c!that al such su.'reci pieras shall ce ify an~cisclose ar. ., c uinvly. EF Rainier Ave S(SR 167)Improvements Project Phase 1: Shattuck Ave S Stormwater Bypass Certification of Federal-Aid Contracts July 2009 *owe Noe CERTIFICATION OF EQUAL EMPLOYMENT OPPORTUNITY REPORT Certification with regard to the Performance of Previous Contracts or Sub-contracts subject to the Equal Opportunity Clause and the filing of Required Reports. The bidder_proposed subcontractor_, hereby certifies that he has ✓, has not , participated in a previous contract or subcontract subject to the equal opportunity clause, as required by Executive Orders 10925, 11114 or 11246, and that he has /has not , filed with the Joint Reporting Committee the Director of the Office of Federal Contract Compliance, a Federal Government contracting or administering agency, or the former President's Committee on Equal Employment Opportunity, all reports due under the applicable filing requirements. a -. r. "to . _ (Company) / , A I A, IP fl Date: (Title) Note: The above certification is required by the Equal Employment Opportunity Regulations of the Secretary of Labor [41 CFR 60-1.7 (b) (1)], and must be submitted by bidders and proposed subcontractors only in connection with contracts and subcontracts which are subject to the equal opportunity clause. Contracts and subcontracts which are exempt from the equal opportunity clause are set forth in 41 CFR 60-1.5. (Generally only contracts or subcontracts of$10,000 or under are exempt.) Cun-ently, Standard Form 100 (EEO-1) is the only report required by the Executive Orders or their implementing regulations. Proposed prime contractors and subcontractors who have participated in a previous contract or subcontract subject to the Executive Orders and have not filed the required reports should note that 41 CFR 60-1.7 (b) (1) (i) prevents the award of contracts and subcontractors unless such contractor submits a report covering the delinquent period or such other period specified by the Federal Highways Administration or by the Director, Office of Federal Contract Compliance, U.S. Department of Labor. Rainier As e S(SR 167)Improvements Project Certification of Equal Employement Opportunity'Report Phase 1: Shattuck Ave S Stormwater Bypass July 2009 • view Nee Failure to return this Declaration as part of the bid proposal package will make the bid nonresponsive and ineligible for award. NON-COLLUSION DECLARATION 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 me undersigned oerso.nts), firm, association or corporation has (have;not,either d;rectly or indirec:Iy, entered into any agreement, part:cipated in any colt sian_, or otherwise to en any action in res:raint of free cotmaetitive b:dd na in connect on Mtn the project for which this p oposal is subm=ttec. 2. That by signing the signature page of this proposal, I am deemed to have signed and to have agreed to the provisions of this declaration. NOTICE TO ALL BIDDERS To report rigging activities call: 1-800-424-9071 The U.S. Deparnent of rr n portation(LST; c- crates the above tcl' ee hot(n.,'Monday ill quon Friday, s 0 a.m. to 03 p.n., eastern time. Anyone w tr-k :oked e cf possiPle l:d rigging. b dd_r collusion, ox other fra..du;ent actin t es should use,the hotline`tcart rep .:t such activities. The hofin ' s part of I =,fir„,( s continuing eon o c e and ins stgate h'phwa 'construction contract f7aud a"d abuse and ts ope;-ated Linder the d:rectl t .of the LSDl T ns.p c ar General. Ail information wit Pe ea:ed c-tnf:dJ <t;at:,.and calla:-a,cny i:ty v,11 be =specter:. Rainier Ave S(SR 167)Improvements Project Phase I: Shattuck Ave S Stone water Bypass Non-Collusion Declaration July 2009 NON-COLLUSION AND DEBARMENT AFFIDAVIT * STATE OF WASHINGTON ) ** COUNTY OF aw ) ) I, the undersigned, an thoriz i representative of*** rNsiS ?..ClAi first duly sworn on oath do hereby certify that said person(s), firm, association or cb.r ,rrat nn has (havvee)ilnot, either 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. I further certify that, except as noted below, the firm, associated or corporation or any person in a controlling capacity associated therewith or any position involving the administration of federal funds; is not currently under suspension, debarment, voluntary exclusion, or determination of ineligibility by any federal agency; has not been suspended, debarred, voluntarily excluded or determined ineligible by any federal agency within the past 3 years; does not have a proposed debarment pending; and has not been indicted, convicted, or had a civil judgment rendered against said person, firm, association or corporation by a court of competent jurisdiction in any matter involving fraud or official misconduct within the past 3 years. I further acknowledge that by signing the signature page of the proposal, I am deemed to have signed and have agreed to the provisions of this affidavit. Rainier Ave S (SR 167)Improvements Project—Phase 1: Shattuck Ave S Stormwater Bypass Name of Project k-..\\\)EnN '-- .C.-{eX) ' C?-)asrifkx.-\-\(--,,,,-\ __\__n(- . Nat c f Bidder's Firm L . ignature of Authorized Represen tive of Bidder \ i Date I certify that I know or have satisfactory evidence t at C,,,-��pl_,yCA'‘ is e person who appeared before me, and said person acknowledged that (he/she) signed this instrume and acknowledged it to be (his/her)free and voluntary act for the uses and purpos: lentioned in the instrument. Datedt...)I O, \`•N�N\\�\�111111 otat Public in and foe ate � v_Ie` LL ( I/�/ of W:shington residing at )q �i`� 6k // -'��^ \�,sxs�rtt,�v z-z-. a._ �` �,�SS10,y� '! ,% Notary(print): �] e,,,,`� .-.- O .0 T4, �'';Q i t' `"1 ��ll�� NOTE: s u _ m My appointment expires: tvltl ExceptionsinAt ne�ss�arilt,resultn dei! of award, but will he considered in determining bidder responsibility. For any exception noted, indicate 3Nrrg t9`AtMl»', appy i4tin agency,and dates of action. Providing prosecution or administr5tiv akglj�{>9-1 Q_ g false information may result in criminal p,c. 1"1"`"\\,,,< G� * A suspending or ue lo]yp�rt•iriiti i ► y t an exception permitting a debarred,suspended,or excluded person to participate in a particular transactiotlttlpvm written determination by such official stating the reason(s)for deviating from the Presidential policy established by Executive order 12549..."(49 CFR Part 29 Section 29.215). '' If notarization of proposal takes place outside of Washington State.DELETE WASHINGTON,and enter appropriate State. `* Fill in county where notarization of proposal takes place. "** Fill in firm name. Rainier Ave S(SR 167)Improvements Project Non-Collusion Declaration and Debarment Affidavit Phase 1: Shattuck Ave S Stormwater Bypass July 2009 • *go ,ogie CERTIFICATION RE: ASSIGNMENT OF ANTITRUST CLAIMS TO PURCHASER STATE OF WASHINGTON ) ) SS COUNTY OF KING ) Vendor and purchaser recognize that in actual economic practice overcharges resulting from antitrust violations are in fact usually borne by the purchaser. Therefore, vendor hereby assigns to purchaser any and all claims for such overcharges as to goods and materials purchased in connection with this order or contract, except as to overcharges resulting from antitrust violations commencing after the date of the bid, quotation, or other event establishing the price under this order or contract. In addition, vendor warrants and represents that each of his suppliers and subcontractors shall assign any and all such claims to purchaser, subject to the aforementioned exception. Rainier Ave S (SR 167)Inmprovetnents Project—Phase 1: Shattuck Ave S Stormwater Bypass Name of Project I c II All Nafne of BiAler's ' in AZ 'L .4' Sign the of Authorized Representati of Bidder \......_\A\ 10 SOD Date I certify that I know or have satisfactory evidence that _AY,ie CAZiemd: is the person who appeared before me, and said person acknowledged that (he/she) sigthis i strument and acknowledged it to be (his/her) free and voluntary act for the uses and purposes in ntioned in the instrument. II___DatZ(t10/ 1 __ ili__,:At LI,! .j . 1...6 1 it 6 4. 1 otary blic in and for the .to of Wash' gton residing at _ `` N�,,oNA%%II11 Notary(print): 7 s ;. K EVp�gtir /i� My appointment expires: �� i; t01ARY �FIP%,' Z ' • .r to v • O 6N� �� - 0. u Y Rainier Ave S(SR 167)Improvements Project Phase 1: Shattuck Ave S Stormwater Bypass Assignment of Antitrust Claims July 2009 • MINIMUM WAGE AFFIDAVIT FORM STATE OF WASHINGTON ) ) SS COUNTY OF KING ) I, the undersigned, having been duly sworn, deposed, say and certify that in connection with the performance of the work of this project, I will pay each classification of laborer, workman, or mechanic employed in the performance of such work, not less than the prevailing rate of wage or not less than the minimum rate of wages as specified in the principal contract; that I have read the above and foregoing statement and certificate, know the contents thereof and the substance as set forth therein, is true to my knowledge and belief. Rainier Ave S (SR 167)Improvements Project—Phase 1: Shattuck Ave S Stormwater Bypass Name of Project �Name of :idder's 1,1- ' . 1411! 1 Signatof Authorized Representative of Bidder amu\\ 1 0, cAoO`\ te I certify that I know or have satisfactory evidence that —JCtYIt4 is the person who appeared before me, and said person acknowledged that (he/she) gig this instrument and acknowledged it to be (his/her) free and voluntary act for the uses and purposes mentioned in the instrument. Dated 1 , N '. " LJ Notary 'ublic in and for the State ' Was/ ngton residing at uC,t \ , Notary (print): �ere\' ')5i `\\...,...\\‘‘‘‘‘‘‘,„ l SELL L111 My appointment expires: -care,9, Ani" �F'.,`ssio;ytae. ��/, 0 ,0 T44, si %O /i H , * <` "it, 619-12 ,'6 _:- // p '; '//,, Ns H\‘` 'J, tt1\\\\\\�s\ Rainier Ave S(SR 167)Improvements Project Minimum Wage Affidavit Form Phase 1: Shattuck Ave S Stormwater Bypass July 2009 • • *Nr WashingtonState Disadvantaged Business Department of Transportation Enterprise Utilization Certification -ooe eligible for award of this contrast the n- st f. out and subm as part of ns brd proposal.he fol pang L ed Inecs erprise Utilization`.ent'I .,:ion ring.o llsa3 ants: d L 5 ryaa.ctn g a Eu �cnt e; +6 f reglllrei 5 i e,..nE'a tng -a.: alder as = pons ve an.,os-c reject a'..!' pr pcs t' otes not oonta.::;7a DEE Certfication i"hien^properly oemonstratss that t e bidder will meet he C _partspato-requirerr_-s in ore oft .mar ,orovided for t=_propose_tosr:ra:':. if t bidder ving ..to good faitr.effort m hod:c meet he C:_assigned oonhaot goal do.. ientraon addit--to the cert ficate mu s..: Titled wit toe bid c a sal as support fo-sJ=h_f -.s.';he su .essf. bidder's DEE Cerci 3tion shall led a part of he res, ,ing oontaot. .info..nrnator on oen,tied firms:c available from:e MV:E. rr\5 'CICA [- 1JIJr Tyr+ L.- certles the issovan s_-.Eu5 _Ss Ent.77,-'se -' 315]0_- -+6 cross t below have been:ontaa regarding 3.-ic ion or,t s if hs c is s "asfu! t^ F ot and s awarded the onto a_t.. shall:...sst-a subsuboorktraots or supply agreeme..s are execled wits hose se firms where Am J: - Towards_ ards+_oai` s asi=:. i ecessarr.aea.�:ionalaheet.l - Project Role tJ31Ti?of DBE :rr stne,Sub Amount to Certificate Number ttiarne;:tttrer. Description of Work be Applied Regular Diller) Towards Goal '.Grne7 9 3 aoZ(o.? S�e�.rF.l a4.r •4ckiW, ,/a.,99- ,lc pl ir-50//3$b Su{oCossitokti'..- 7�(�Nil(IS Co y Zyp, oa -'' C7)11 i:)yrh 231 le ti 944 S ccN'fimc-bo. Z-nUokSc-p_pjNs 30,/$ -. y. 7. Disa:vantsgeo Eus es En se cnt-_ t Goal: DEETots 37 Js r%E:3•3 appro,ted p..., :t oy te:it f :L i p o Jr "War. I a.e: : r:.,.. • cc i,.£e...I;r o r:i;- "sp. r.or_a.'C^r3 a .. aii:. .. T.P..._ 4._tiryl _ __,."tr. -..i.,3l_wr:...,. .44 Tis A xi;y c#II II` :r.qs r Y '::IL T i P i e-Cr Q' b7 s e..oai i:ns eysnloral.3717T-7:11c G`_r er: c yrs::at. .:>e ce Ins i-lt diai anro.irts <._;stove.trer.re tyro :'Ie anoints Isle::£tall p`sa an:its ..3ee -C<-r, n, Rainier Ave S(SR 167)Improvements Project Disadvantaged Business Enterprise Utilization Certification Phase 1: Shattuck Ave S Stonnwater Bypass July 2009 New vfte SUBCONTRACTOR LIST FORM RCW 39.30.060 requires that for all public works contracts exceeding $1,000,000 the bidder shall submit the names of all subcontractors whose subcontract amount exceeds ten percent (10%) of the contract price, and/or whose work involves either heating, air conditioning, ventilation, plumbing, or electrical. If the subcontractor's names are not submitted with the bid, or within 24 hours of the bid, the bid shall be considered nonresponsive and, therefore, void. Complete one of the following for contracts that exceed $1,000,000: A. There are no subcontractors proposed whose subcontract amount exceeds ten percent (10%) of the contract price. Name: Title: Signature: b.Ce B. The following sub .ntractor(s) subcontract ount exceeds 10 percent (10%) of the contract price: (list subcontractor and bid item) Bid Item(s): 8� $S $�1. 9o�� , 52-, 25 * /$ Subcontractor Name: NisdaVi Address: t I qO 111vc',t1 Ct, ?Ir w- Jed,1 (.J9$Za3 Phone No.: itz,-yt at32- State Contractor's License No. VNAk.i. 14//N A Bid Item(s): Subcontractor Name: /„k,s, No�s��;�s - k � f,uisi, Address: /$toy ZSR." st ^o�`ws�_., ���oo-� 0.1 A 9$crzr-f Z Phone No.: 2S3-(,3/- 34e11 State Contractor's License No. L kkc 3T* Bid Item(s): Subcontractor Name: Address: Phone No.: State Contractor's License No. Bid Item(s): Subcontractor Name: Address: Phone No.: State Contractor's License No. Rainier Ave S(SR 167)Improvements Project Subcontractor List Form Phase 1: Shattuck Ave S Stormwatcr Bypass Juts 2009 Bid Item(s): Subcontractor Name: Address: Phone No.: State Contractor's License No. Bid Item(s): Subcontractor Name: Address: Phone No.: State Contractor's License No. Bid Item(s): Subcontractor Name: Address: Phone No.: State Contractor's License No. 1 , Iii ‘ Sign.t re of Authorized Repre' ntative of Bidder Subscribed and sworn to he before me on this /0 day of �-�.� 0_125A �iIL./�• I i `,..\\\\\lllttt' _`!LL L. e�v/� Notar . cin and for the State of Washington .F4 pTq +A4f1/,tO , Notary(Print) ;u fill.13',. A` ' ` _ Residing at i a '% &eta° �2 s Og_12,,G,�O�= My appointment expires: y- Cf i Op t1'AST-, .\' Rainier Ave S(SR 167)Improvements Project Phase 1: Shattuck Ave S Stormwater Bypass Subcontractor List Form July 2009 immiimmismalommimimai "fir `'rse HUMAN RESOURCES _c �O AND RISK MANAGEMENT MEMORANDUM DATE: August 20, 2009 TO: Rob Loch er FROM: P.J. Sulk t17.0 SUBJECT: Insurance Review/ Pivetta Brothers Construction, Inc. Shattuck Ave S Stormwater Bypass I have reviewed the certificate of insurance and supporting policy documents for the above-mentioned contract. The insurance coverage, evidenced for this contract, meets the City's risk management requirements. h:\risk\certificates\specific memo's\contract okay.doc lose Nair PUBLIC WORKS DEPARTMENT City of ellta111 -41e- M E M O R A N D U M DATE: August 18, 2009 TO: Nancy Carson, HR & RM Administrator FROM: Robert Lochmiller, Project Manage SUBJECT: Rainier Avenue S Improvements Project, Phase 1: Shattuck Ave S Stormwater Bypass—CAG 09-125 I have attached the above subject insurance form for your review and approval. Should you have any questions or need additional information, please contact me at your convenience. City of Renton Received AUG 1 9 2009 Human Resources & Risk Management H:\Division.s\TRANSPOR.TAT\DESIGN.ENG\Rob\Shattuck\Construction\Correspondance\City\Insurance Review Memo 090818.doc Client#: 320527 PIVETBRO ACORDTM CERTIFICP -E OF LIABILITY INSUr4 ONCE DATE(MM/DD/YYYY) 08/06/2009 PRODUCER THIS CERTIFICATE I$'TSSUED AS A MATTER OF INFORMATION Kibble&Prentice, a USI Co. ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE P.O. Box 370 HOLDER.THIS CERTIFICATE DOES NOT AMEND,EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. Seattle,WA 98111 206 441-6300 INSURERS AFFORDING COVERAGE NAIC# INSURED INSURER A: American Fire&Casualty Company 24066 Pivetta Brothers Construction, Inc. INSURER B: Ohio Casualty Insurance Company 24074 P.O. Box 370 INSURER C: West American Insurance Company 44393 Sumner,WA 98390 INSURER D: INSURER E: COVERAGES THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED.NOTWITHSTANDING ANY REQUIREMENT,TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN,THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS,EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.AGGREGATE LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR ADD'L POLICY EFFECTIVE POLICY EXPIRATION LTR INSRC TYPE OF INSURANCE POLICY NUMBER DATE(MM/DD/YY) DATE(MM/DD/YY) LIMITS A GENERAL LIABILITY BKA1053786330 03/01/09 03/01/10 EACH OCCURRENCE $1,000,000 DAMAGE TO X COMMERCIAL GENERAL LIABILITY PREMISES Ea occurDencel $300,000 _ CLAIMS MADE X OCCUR MED EXP(Any one person) $10,000 _ X PD Ded: $2,000 PERSONAL&ADV INJURY $1,000,000 GENERAL AGGREGATE $2,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: PRODUCTS-COMP/OP AGG $2,000,000 7 POLICYFiC JE 0 n LOC C AUTOMOBILE LIABILITY BAW1053786330 03/01/09 03/01/10 COMBINED SINGLE LIMIT X ANY AUTO (Ea accident) $1,000,000 ALL OWNED AUTOS BODILY INJURY $ SCHEDULED AUTOS (Per person) X HIRED AUTOS BODILY INJURY $ X NON-OWNED AUTOS (Per accident) PROPERTY DAMAGE (Per accident) GARAGE LIABILITY AUTO ONLY-EA ACCIDENT $ ANY AUTO EA ACC $ OTHER THAN AUTO ONLY: AGG $ B EXCESS/UMBRELLA LIABILITY US01053786330 03/01/09 03/01/10 EACH OCCURRENCE $5,000,000 X I OCCUR CLAIMS MADE AGGREGATE $5,000 000 DEDUCTIBLE X RETENTION $10,000 $ WORKERS COMPENSATION AND BKA1053786330 03/01/09 03/01/10WC STATU- OTH- TORY I IMITS ER A EMPLOYERS'LIABILITY WA STOP GAP ONLY E.L.EACH ACCIDENT $1000,000 ANY PROPRIETOR/PARTNER/EXECUTIVEr OFFICER/MEMBER EXCLUDED? E.L.DISEASE-EA EMPLOYEE $1,000,000 If yes,describe under SPECIAL PROVISIONS below E.L.DISEASE-POLICY LIMIT $1,000,000 OTHER DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES I EXCLUSIONS ADDED BY ENDORSEMENT/SPECIAL PROVISIONS Rainier Ave S (SR 167) Improvements, Phase 1: Shattuck Ave S Stormwater Bypass. City of Renton,their elected or appointed officers,officials,employees,subconsultants and volunteers are Additional Insured and coverage is primary and non-contributory per attached endorsement.Waiver of subrogation applies per attached endorsement. *Except 10 days notice of cancellation for non-payment of premium CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION City of Renton DATE THEREOF,THE ISSUING INSURER WILL ENDEAVOR TO MAIL 45* DAYS WRITTEN 1055 S Grady Way NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE LEFT,BUT FAILURE TO DO SO SHALL Renton,WA 98055 IMPOSE NO OBLIGATION OR LIABILITY OF ANY KIND UPON THE INSURER,ITS AGENTS OR REPRESENTATIVES. AUTHORIZED REPRESENTATIVE 6e144.•->t WeledififriP ACORD 25(2001/08)1 of 2 #S3976931/M3376512 CNMJU © ACORD CORPORATION 1988 r.r ,4010, IMPORTANT If the certificate holder is an ADDITIONAL INSURED,the policy(ies)must be endorsed. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy, certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). DISCLAIMER The Certificate of Insurance on the reverse side of this form does not constitute a contract between the issuing insurer(s), authorized representative or producer, and the certificate holder, nor does it affirmatively or negatively amend, extend or alter the coverage afforded by the policies listed thereon. ACORD 25-S(2001/08) 2 of 2 #S3976931/M3376512 1. BLANKET ADDITIONAL INSIk ) (Owners, Lessees, Contractors or Less (Includes a Primary/Non-Contributory provision) Who Is An Insured -Section II is amended to include as an insured any person or organization whom you are required to name as an additional insured on this policy in a written contract or written agreement. The written contract or written agreement must be currently in effect or becoming effective during the term of this policy and executed prior to the "bodily injury," "property damage"or"personal and advertising injury." The insurance provided the additional insured is limited as follows: A. The person or organization is only an additional insured with respect to liability: 1. Arising out of real property, as described in a written contract or written agreement, that you own, rent, lease or occupy; or 2. Caused in whole or in part by your ongoing operations performed for that insured. The insurance provided the additional insured in 1.A.2. above does not apply to: a. Coverage A-Bodily Injury and Property Damage Liability, Coverage B -Personal and Advertising Injury Liability or defense coverage under the Supplementary Payments arising out of an architect's, engineer's or surveyor's rendering of or failure to render any professional services including: (1) The preparing, approving, or failing to prepare or approve maps, shop drawings, opinions, reports, surveys, field orders, change orders or drawings and specifications; and (2) Supervisory, inspection, architectural or engineering activities. b. "Bodily injury" or"property damage"occurring after: (1) All work, including materials, parts or equipment furnished in connection with such work, on the project(other than service, maintenance or repairs)were performed by or on behalf of the additional insured(s) at the site where the covered operations have been completed; or (2) That portion of"your work"out of which the injury or damage arises has been put to its intended use by any person or organization other than another contractor or subcontractor engaged in performing operations for a principal as part of the same project. B. The limits of insurance applicable to the additional insured are those specified in a written contract or written agreement or the limits of Insurance as stated in the Declarations of this policy and defined in Section III - Limits Of Insurance of this policy, whichever are less. These limits are inclusive of and not in addition to the limits of insurance available under this policy. C. The insurance provided the additional insured does not apply to the liability resulting from the sole negligence of the additional insured. Includes copyrighted material of ISO Properties, Inc., with its permission. CG 8416 12 03 ISO Properties, Inc., 2003 Page 2 of 9 D. As respects the coverarovided to the additional insured under tl,, ndorsement, Section IV-Conditions is amended as follows: 1. The following is added to Condition 2. Duties In The Event Of Occurrence, Offense, Claim, or Suit: An additional insured under this endorsement will as soon as practicable: a. Give written notice of an "occurrence" or an offense, that may result in a claim or"suit" under this insurance to us; b. Tender the defense and indemnity of any claim or"suit" to all insurers whom also have insurance available to the additional insured; and c. Agree to make available any other insurance which the additional insured has for a loss we cover under this Coverage Part. 2. The following is added to Condition 3. Legal Action Against Us: We have no duty to defend or indemnify an additional insured under this endorsement until we receive written notice of a claim or"suit" from the additional insured. 3. The following is added to Paragraph a., Primary Insurance of Condition 4. Other Insurance: If the additional insured's policy has an Other Insurance provision making its policy excess, and a Named Insured has agreed in a written contract or written agreement to provide the additional insured coverage on a primary and noncontributory basis, this policy shall be primary and we will not seek contribution from the additional insured's policy for damages we cover. 4. The following is added to Paragraph b., Excess Insurance of Condition 4. Other Insurance: Except as provided in Paragraph 4.a. Primary Insurance as amended above, any coverage provided hereunder shall be excess over any other valid and collectible insurance available to the additional insured whether primary, excess, contingent or on any other basis. In the event an additional insured has other coverage available for an "occurrence" by virtue of also being an additional insured on other policies, this insurance is excess over those other policies. 2. FIRE, LIGHTNING, EXPLOSION AND SPRINKLER LEAKAGE DAMAGE TO PREMISES YOU RENT If Damage To Premises Rented To You under Coverage A is not otherwise excluded from this policy, the following applies: A. The last paragraph of 2. Exclusions of Section I -Coverage A is replaced by the following: If Damage To Premises Rented To You is not otherwise excluded, Exclusions c. through n. do not apply to damage by fire, lightning, "explosion"or sprinkler leakage to premises while rented to you or temporarily occupied by you with permission of the owner. A separate limit of insurance applies to this coverage as described in Section III - Limits Of Insurance. Includes copyrighted material of ISO Properties, Inc., with its permission. CG 84 16 12 03 ISO Properties, Inc., 2003 Page 3 of 9 os 1 12. BODILY INJURY Paragraph 3. of the definition of"bodily injury" in the Section V- Definitions is replaced by the following: 3. "Bodily injury" means bodily injury, sickness or disease sustained by a person, including mental anguish or death resulting from any of these at any time. 13. WAIVER OF TRANSFER OF RIGHTS OF RECOVERY AGAINST OTHERS We have the right to recover our payments from anyone liable for an injury covered by this policy. We will not enforce our right against any person or organization for whom you perform work under a written contract that requires you to obtain this agreement from us. This agreement shall not operate directly or indirectly to benefit anyone not named in the agreement. 14. MEDICAL PAYMENTS If Coverage C Medical Payments is not otherwise excluded, the Medical Expense Limit provided by this policy shall be the greater of: A. $10,000; or B. The amount shown in the Declarations. 15. BROAD NAMED INSURED Paragraph 2.a.(1)(d)of Section II -Who Is An Insured is replaced by the following: (d) Arising out of his or her providing or failing to provide professional health care services. However, this exclusion does not apply to nurses, emergency medical technicians or paramedics who are employed by you to provide medical or paramedical services to your employees. 16. BROADENED MOBILE EQUIPMENT Paragraph 12.f.(1) of Section V- Definitions is replaced by the following: (1) Equipment designed primarily for: (a) Snow removal; (b) Road maintenance, but not construction or resurfacing; or (c) Street cleaning provided that vehicles have a Gross Vehicle Weight of 1,000 pounds or greater; 17. INCIDENTAL MALPRACTICE LIABILITY Paragraph 3. of Section V-Definitions is replaced by the following: 3. "Bodily injury" means bodily injury, sickness, disease or"incidental medical malpractice"sustained by a person, including mental anguish or death resulting from any of these at any time. The following is added to Section V- Definitions: 23. "Incidental medical malpractice" means injury arising out of the negligent rendering or failure to render medical or paramedical services to persons by any physician, dentist, nurse, emergency medical technician or paramedic who is employed by you to provide such services to your employees, provided you are not engaged in the business or occupation of providing any services referred to in this definition. Includes copyrighted material of ISO Properties, Inc., with its permission. CG 8416 12 03 ISO Properties, Inc., 2003 Page 8 of 9 Now Nose PUBLIC WORKS DEPARTMENT o cry°etora (1- MEMORANDUM DATE: September 2, 2009 TO: Bonnie Bonnie Walton, City Clerk FROM: Robert Lochmiller, Transportation Design L__ SUBJECT: Rainier Ave S(SR 167) Improvement Projects: Phase 1— Shattuck Ave S Stormwater Bypass, CAG 09-125 We have checked and verified that the bond for the Rainier Ave S (SR 167) Improvement Projects: Phase 1 — Shattuck Ave S Stormwater Bypass is accurate and authentic. Verification was through Casena,for Travelers Casualty and Surety Company of America, 1-800-252-2268. If you have any question please give me a call at extension 7303. h:\division.s\transpor.tat\design.eng\rob\shattuck\correspondance\city\memo forbond verificaiton 090817.doc EPLS F;xcluded Parties List System 417, • ark 55 -ter • Search-Current Exclusions EPLS Search Resources Results >Advanced Search >Search Help >Multiple Names Search Results for Parties >Public User's Manual >Exact Name and SSN/TIN Excluded by >FAQ >MyEPLS Partial Name:Pivetta >Acronyms >Recent Updates As of 20-JuI-2009 1:30 PM EDT >Privacy Act Provisions Save to MyEPLS >News View Cause and Treatment Code Descriptions Reports Your search returned no results. >Reciprocal Codes >Advanced Reports >Procurement Codes Back New Search Printer-Friendly >Recent Updates >Nonprocurement Codes >Dashboard Agency&Acronym Information Archive Search-Past Exclusions >Agency Contacts >Advanced Archive Search >Agency Descriptions >Multiple Names >State/Country Code Descriptions >Recent Updates OFFICIAL GOVERNMENT USE ONLY Contact Information >Debar Maintenance >Email: support@epls.gov >Administration eplscomments@epls.gov >Upload Login >Phone: 1-866-GSA-EPLS 1-866-472-3757 C CITY F RENTON City Clerk Denis Law,Mayor Bonnie I.Walton August 4, 2009 Mark Pivetta Pivetta Brothers Construction P.O. Box 370 Sumner, WA 98390 RE: Rainier Ave. S. (SR 167) Improvements Project Phase I -Shattuck Ave. S. Stormwater Bypass; CAG-09-125 Dear Mr. Pivetta: At its regular meeting of August 3, 2009, the Renton City Council accepted your bid for the above-referenced project in the amount of$1,450,608.98. Please contact Rob Lochmiller, Project Manager, for submission of required documents to complete the contract. These may include proof,of City. and State business licenses, performance bond, and insurance certificates. Sincerely, 0 lip 1 1 1' /I (0 /Jason A. Seth Deputy City Clerk cc: Rob Lochmiller,Project Manager Linda Weldon,Accounting Assistant Tracy Schuld,Accounting Supervisor -Renton,Washington 98057 (425)430-6510/FAX(425)430-6516 1 ` lr 1 lr 1055 South Grady Waygt mT, ,--- .._I_. ....... t o AHEAD OF THE CURVE 0:-NTYT°° CITY 7FRENTON BonnieCityI.WaltonClerkDenis Law,Mayor August 4, 2009 Richard L. Alia R.L. Alia Company 107 Williams Ave. S. Renton, WA 98057 RE: Rainier Ave, S. (SR 167) Improvements Project Phase I -Shattuck Ave. S. Stormwater Bypass; CAG-09-125 Dear Mr: Alia: At its regular meeting on August 3, 2009, the Renton City. Council accepted the bid submitted by Pivetta Brothers Construction for the above-referenced project in the amount of$1,405,608.98. Thank you for your interest and your bid.` Sincerely, %C Jason A. Seth Deputy City Clerk cc: Rob Lochmiller, Project Manager 1055 South Grady Way-Renton,Washington 98057-(425)430-6510/FAX(425)430-6516 RENTON AHEAD OF THE CURVE y�� This paper contains 50%recycled material,30%post consumer f off ,, CITY F RENTON �+ + City Clerk Denis Law,Mayor Bonnie I. Walton INTO August 4, 2009 John Ells Rodarte Construction, Inc. P.O. Box 1875 Auburn, WA 98071 RE: Rainier Ave. S. (SR 167) Improvements Project Phase I -Shattuck Ave. S. Stormwater Bypass; CAG-09-125 Dear Mr. Ells: At its regular meeting on August 3, 2009, the Renton City Council accepted the bid submitted by Pivetta Brothers Construction for the above-referenced project in the amount of$1,405,608.98. Thank you for your interest and your bid. Sincerely, 1 1111 Jason A. Seth Deputy City Clerk cc: Rob Lochmiller, Project Manager 1055 South Grady Way-Renton, Washington 98057-(425)430-6510/FAX(425)430-6516 RENTON .. AHEAD OF THE CURVE to This paper contains 50%recycled material.30%[post consurr r UtifY ose CITY...12F RENTON ati City Clerk Denis Law,Mayor Bonnie I.Walton August 4, 2009 Mark Scoccolo SCI Infrastructure, LLC 1508 Valentine Ave.SE Pacific, WA 98047 RE: Rainier Ave. S. (SR 167) Improvements Project Phase I -Shattuck Ave. S. Stormwater Bypass; CAG-09-125 Dear Mr. Scoccolo: At its regular meeting on August 3, 2009, the Renton City Council accepted the bid submitted by Pivetta Brothers Construction for the above-referenced project in the amount of$1,405,608.98. Thank you for your interest and your bid: Sincerely, 276 ason A. Seth Deputy City Clerk cc: Rob Lochmiller,Project Manager 1055 South Grady Way-Renton,Washington 98057-(425)430-6510/FAX(425)430-6516 RENTON AHEAD O F THE CURVE t This paper contains 50%recycled material,30%post consumer (�Y CITY F RENTON City Clerk Denis Law,Mayor Bonnie I.Walton -NTO August 4, 2009 David Thomas Thomco Construction, Inc. 13600 -44th St. NE Lake Stevens, WA 98258 RE: Rainier Ave. S. (SR 167) Improvements Project Phase I - Shattuck Ave.S. Stormwater Bypass; CAG-09-125 Dear Mr. Thomas: At its regular meeting on August 3, 2009, the Renton City Council accepted the bid submitted by Pivetta Brothers Construction for the above-referenced project in the amount of$1,405,608.98. Thank you for your interest and your bid. Sincerely, ci/fA /Jason A. Seth Deputy City Clerk cc: Rob Lochmiller, Project Manager 1055 South Grady Way-Renton, Washington 98057-(425)430-6510_/FAX(425)430-6516 RENTON a)This paper contains 50%recvcled material AH E A D OF THE CURVE rcY a � CITY......)F RENTON • �y ® ♦ vaw City Clerk �- Denis Law,Mayor Bonnie I. Walton NT August 4, 2009 Nick Coluccio Frank Coluccio Cosntruction 9600 Martin Luther King, Jr. Way S. Seattle, WA 98118 RE: Rainier Ave.S. (SR 167) Improvements Project Phase I Shattuck Ave. S. Stormwater Bypass; CAG-09-125 Dear Mr. Coluccio: At its regular meeting on August 3, 2009, the Renton City Council accepted the bid submitted by Pivetta Brothers Construction for the above-referenced project in the amount of$1,405,608.98, Thank you for your interest and your bid. Sin erely, , O.-- / ----A ason`A.Seth Deputy City Clerk cc: Rob Lochmiller, Project Manager 1055 South Grady Way-Renton,Washington 98057-(425)430-6510/FAX(425)430-6516 R E N T O N o AHEAD OF THE CURVE CO This paper contains 50%recycled material.10 nn<ri-.,.,e,,..,e. C's,(SY o,e CITY )F RENTON 16 eg, +1 _a City Clerk ', Denis Law,Mayor Bonnie I.Walton .NT4 August 4, 2009 Janie Craig Dennis R. Craig Construction P.O. Box 595 Redmond, WA 98073 RE: Rainier Ave. S. (SR 167) Improvements Project Phase l -Shattuck Ave. S.Stormwater Bypass; CAG-09-125 Dear Ms. Craig: At its regular meeting on August 3, 2009, the Renton City Council accepted the bid submitted by Pivetta Brothers Construction for the above-referenced project in the amount of$1,405,608.98. Thank you for your interest and your bid. Sincerely, 4 , c5 Jason A. Seth Deputy City Clerk cc: Rob Lochmiller, Project Manager 1055 South Grady Way-Renton,Washington 98057-(425)430-6510/FAX(425)430-6516 y ` lr l 0 lr COHEAD OF THE CURVE ¶ This paper contains 50%recycled Material,30%post consumer nY CITY F RENT ON ON City Clerk � Denis Law,Mayor Bonnie I. Walton NrI' August 4, 2009 Richard Body E.J. Body & Sons 8705 Canyon Rd. E. Puyallup, WA 98371 RE: Rainier Ave. S. (SR 167) Improvements Project Phase I —Shattuck Ave. S. Stormwater Bypass; CAG-09-125 Dear Mr. Body: At its regular meeting on August 3, 2009, the Renton City Council accepted the bid submitted by Pivetta Brothers Construction for the above-referenced project in the amount of$1,405,608.98. Thank you for your interest and your bid. Sin -rely, If" AasonA Seth Deputy City Clerk cc: Rob Lochmiller, Project Manager 1055 South Grady Way-Renton, Washington 98057-(425)430-6510/FAX(425)430-6516 R E N T O N r AHEAD OF THE CURVE 1.4' This paper contains 50%recycled material,30%nest renaer„or C , CITY F RENTON City Clerk Denis Law,Mayor Bonnie I.Walton August 4, 2009 John Caunt Hos Brothers Construction P.O. Box 1788 Woodinville, WA 98072 RE: Rainier Ave. S. (SR 167) Improvements Project Phase I -Shattuck Ave. S. Stormwater Bypass; CAG-09-125 Dear Mr. Caunt: At its regular meeting on August 3, 2009, the Renton City Council accepted the bid submitted by Pivetta Brothers Construction for the above-referenced project in the amount of$1,405,608.98. Thank you for your interest and your bid. Sincerely, IQilize.4,t_ , , Jason A. Seth Deputy City Clerk cc: Rob Lochmiller;Project Manager 1055 South Grady Way-Renton, Washington 98057-(425)430-6510/FAX(425)430-6516 RENTON �� AHEAD OF THE CURVE IL; This paper contains 50%recycled material,30%post consumer fYCITY F RENTON C.) ooh 4 • City Clerk s Denis Law,Mayor Bonnie I.Walton August 4,2009 Wm. Wayne Jones, Jr. Lakeridge Development,LLC P.O. Box 146 Renton, WA 98057 RE: Rainier Ave. S. (SR 167) Improvements Project Phase I -Shattuck Ave. S. Stormwater Bypass; CAG-09-125 Dear Mr.Jones, Jr. At its regular meeting on August 3, 2009, the Renton City Council accepted the bid submitted by Pivetta Brothers Construction for the above-referenced project in the amount of$1,405,608.98. Thank you for your interest and your bid. Sincerely, I dirt /Jason A. Seth Deputy City Clerk cc: Rob Lochmiller, Project Manager 1055 South Grady Way-Renton,Washington 98057-(425)430-6510/FAX(425)430-6516 1 ` E 1 ` 1 O` lV :P This paper contains 50%recycled material,30%post consumer AHEAD OF THE CURVE ti(CY o CITY,?F RENTON C 'et IOW 41 46 CZO bilk City Clerk Denis Law,Mayor Bonnie I. Walton -i\TO August 4,2009 Charlie Oliver Gary Merlino Construction 9125 10th Ave. S. Seattle, WA 98108 RE: Rainier Ave. S. (SR 167) Improvements Project Phase I -Shattuck Ave. S. Stormwater Bypass; CAG-09-125 Dear Mr. Oliver: At its regular meeting on August 3, 2009, the Renton City Council accepted the bid submitted by Pivetta Brothers Construction for the above-referenced project in the amount of$1,405,608.98. Thank you for your interest and your bid. Sincerely, , on_ /, ----6 ci/ ason A. 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Cl vO v x • (>0 G� 8 • e N w (10 **t.r 00 v r- 1-> -1 1-> (i) i CU • W o Co 5 a O a Th L+ i' N W „Iti. - `i ' X V m o D a o �'D �' C7 v 173 m ro NJ C '�'' '� p (p W 'Y 00 '> '0 G.-00 vii p v D Z 5 4, D ( O 5 �oo c<v p F' W n �• LO m n (" P r N iv , oLI) g rD oo a. u, P C v D m V, � 0 < P co X X f � ?G ?<. ? 0Q D n-1 O ro C D X >< >< X w0. � = O m a' Za ° Hz X X X x ms Q v m c m e' X X X ><- O c m z vZ O "' m >< l°` X >< v n m 0 3 ' ° N 3 00 N Z °a+' 0 O a) 3 n 3 su n X 7� X X a NJ N U1 >c x g X v co '7) O_ C. c ma _ -� N _i CJ Cco ro N w6 cu cuO x 0 x ? nn e V tore New ADMINISTRATIVE AND city of JUDICIAL SERVICES D Q t Ora MEMOR ANDUM DATE: July 10, 2009 TO: Robert Lochmiller, Civil Engineer-Transportation FROM: ason Seth, Deputy City Clerk SUBJECT: Legal Publication, Daily Journal of Commerce The attached billing for the "Rainier Ave. S. (SR 167) Improvement Project Phase I: Shattuck Ave. S. Stormwater Bypass" ad published in the Daily Journal of Commerce, is being forwarded to you for payment. If you have any questions, please call me at ext. 6504. Thank you. Attachment h:\cityclerk\deputy city clerk\forms\daily journal of commerce bill.doc s • ILLIN BG PERIOD: 8 ADVERTISER/CLIENi NAME DAILY,J i OUIn `o CO/OrtiERCE 07/08/09-07/08/09 City of Renton ® TOTAL AMOUNT DUE ® INVOICE NO. TERMS OF PAYMENT 685.80 3220520 Net 30 PO BOX 11050,SEATTLE,WA 98111 206-622-8272 FAX 206-622-8416 Federal I.D.#91-0193790 ADVERTISING INVOICE ® BILLED ACCOUNT NAME AND ADDRESS 1111 PAGE# BILLING DATE 1 07/08/09 II BILLED ACCOUNT NUMBER 3027 D ADVERTISER/CLIENT NUMBER City of Renton CITY OF RENTON Office of City Clerk 1055 S GRADY WAY JUL I 0 2009 Renton WA 98055 R CITY CLERK'S OFFICE PLEASE DETACH AND RETURN UPPER PORTION WITH YOUR REMITTANCE ® DATE II NEWSPAPER REFERENCE ® DESCRIPTION-OTHER COMMENTS/CHARGES ® BILLED SIZEUNIfS ® RATIMESTE RUN111 GROSS AMOUNT ® NET AMOUNT 06/24 240721 BC:RAINIER AVE S SR 167 1x127L 1 228.60 06/24 PH 1 SHATTUCK AVE BYPASS 127L 1.80 C MOYA 07/01 240721 BC:RAINIER AVE S SR 167 1x127L 1 228.60 07/01 PH 1 SHATTUCK AVE BYPASS 127L 1.80 C MOYA 07/08 240721 BC:RAINIER AVE S SR 167 1x127L 1 228.60 07/08 PH 1 SHATTUCK AVE BYPASS 127L 1.80 C MOYA ****DUPLICATE COPY**** Daily Journal of Commerce INVOICE NUMBER BILLED ACCOUNT NUMBER ADVERTISER/CLIENT NAME TOTAL AMOUNT DUE PO BOX 11050,SEATTLE,WA 98111 3220520 3027 City of Renton 685.80 STATE OF WASHINGTON—KING COUNTY --ss. 240721 No.PH 1 SHATTUCK AVE BYPASS City of Renton Affidavit of Publication The undersigned,on oath states that he is an authorized representative of The Daily Journal of Commerce,a daily newspaper,which newspaper is a legal newspaper of general circulation and it is now and has been for more than six months prior to the date of publication hereinafter referred to,published in the English language continuously as a daily newspaper in Seattle,King County,Washington,and it is now and during all of said time was printed in an office maintained at the aforesaid place of publication of this newspaper.The Daily Journal of Commerce was on the 12th day of June, 1941,approved as a legal newspaper by the Superior Court of King County. The notice in the exact form annexed,was published in regular issues of The Daily Journal of Commerce,which was regularly distributed to its subscribers during the below stated period.The annexed notice,a BC:RAINIER AVE S SR 167 was published on 06/24/09 07/01/09 07/08/09 The amount of the fee charged for the foregoing publication is the s of$685.80,which amount has been paid in full. p4 sys �� ''•`,,of F` ;`% Subscribed an•/ r to before me on N1,01-AP,Y • 07/0: :i ' _t i RUB ' . °r,,3 Notary public for t ,T''11" of Washington, ,;.'1; 2 4 .S•.• residing in Seattle Affidavit(iffifticfpvtiky t ' Nee • State of Washington, King County 2.Submit questions via e-mail City of Renton to: rlochmiller@rentonwa.gov Rainier Ave S (SR 167) Subject:Shattuck The following is applicable to Improvements Project federal aid projects: Bid Date:July 17 The City of Renton in accor- dance with Title VI of the Civil Rights Act of 1964, 78 Stat. CALL FORBIDS 252,42 U.S.C.2000d to 2000d- Rainier Ave S(SR 167) 4 and Title 49,Code of Federal Improvements Project Regulations, Department of Phase 1:Shattuck Ave S Transportation, subtitle A, Stormwater Bypass Office of the Secretary, Part Federal Aid Number:ARRA- 21, nondiscrimination in fed- 0167(044) erally assisted programs of the Sealed bids will be received by Department of Transportation the City of Renton, at the City issued pursuant to such Act, Clerk's Office,located on the 7th hereby notifies all bidders that floor of Renton City Hall, until i will,af£irma�ivoly,_,xnsuxo . 3:00 PM on Friday,July 17,2009, that in any contract entered and will then be opened and pub- into pursuant to this adver- licly read in conference room#511, tisement,disadvantaged busi- located on the 5th floor of Menton ness enterprises will be afford- City Hall. Renton City Hall is ed full opportunity to submit located at 1055 South Grady Way, bids in response to this invita- Renton,WA 98057. tion and will not be discrimi- All bid proposals shall be nated against on the grounds accompanied by a bid proposal of race,color,or national ori- deposit(certified check or surety gin in consideration for an bond)in an amount equal to five award. percent(5%)of the amount of such The improvement for which bid proposal. Should the success- bids will be received is described ful bidder fail to enter into such below: contract and furnish satisfactory Construct the Rainier Ave S(SR performance bond within the time 167)Improvements Project,Phase stated in the specifications,the bid 1: Shattuck Ave S Stormwater proposal deposit shall be forfeited Bypass. Phase 1 consists of to the City of Renton, installing approximately 1,150 e rig tis reserved to reject feet of 48-inch diameter storm any and all bids and to waiver pipe in Shattuck Ave S from the informalities in the bidding. intersection of S 4th Place,under- Bid documents will be available neath the BNSF Railway, to the Wednesday,June 24,2009.Plans intersection of S 7th Street. The specifications,addenda,and plan work includes but is not limited holders list for this project are—to:clearing and grubbing,remov- available on-line through Builders al of structures and obstructions, Exchange of Washington, Inc., roadway excavation, removal of at http://www.bxwa.com. Click unsuitable materials, grading, on bxwa.com; Posted Projects; paving, sidewalk, curb and gut- Public Works; City of Renton; ter, installation of storm sewer Projects Bidding. (Note: Bidders structures,relocation of sanitary are encouraged to Register as a sewers,relocation of water servic- Bidder,in order to receive auto- es,street lighting,installation of matic email notification of future traffic safety features,channeliza- addenda and to be placed on the tion,landscaping and other work Bidders List). Contact Builders necessary to complete the work as specified and as shown in the con- Exchange of Washington at 425- 258-1303 should you require fur- tract documents. then assistance. Bonnie I.Walton,City Clerk If a bidder has any questions Dates of publication in regarding the project, the bidder the Seattle Daily Journal of may either: Commerce, June 24, July 1 and 1. Submit questions in writ. 8,2009. ing to: Renton City Hall – 7/$(240721) Transportation Systems 1055 South Grady Way Renton, WA 98057 Attn:Rob Lochmiller *we " " CAG-09-125 CITY OF RENTON CALL FOR BIDS Rainier Ave S (SR 167) Improvements Project Phase 1: Shattuck Ave S Stormwater Bypass Federal Aid Number: ARRA-0167(044) Sealed bids will be received by the City of Renton, at the City Clerk's Office, located on the 7th floor of Renton City Hall, until 3:00 PM on Friday, July 17, 2009, and will then be opened and publicly read in conference room#511, located on the 5th floor of Renton City Hall. Renton City Hall is located at 1055 South Grady Way, Renton,WA 98057. 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 right is reserved to reject any and all bids and to waiver informalities in the bidding. Bid documents will be available Wednesday, June 24, 2009. Plans specifications, addenda, and plan holders list for this project are available on-line through Builders Exchange of Washington, Inc., at http://www.bxwa.com. Click on bxwa.com; Posted Projects; Public 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. If a bidder has any questions regarding the project, the bidder may either: 1. Submit questions in writing to: Renton City Hall—Transportation Systems 1055 South Grady Way Renton,WA 98057 Attn: Rob Lochmiller 2. Submit questions via e-mail to: rlochmiller@rentonwa.gov Subject: Shattuck 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 Title 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. 411100 The improvement for which bids will be received is described below: Construct the Rainier Ave S (SR 167) Improvements Project, Phase 1: Shattuck Ave S Stormwater Bypass. Phase 1 consists of installing approximately 1,150 feet of 48-inch diameter storm pipe in Shattuck Ave S from the intersection of S 4th Place, underneath the BNSF Railway, to the intersection of S 7th Street. The work includes but is not limited to: clearing and grubbing, removal of structures and obstructions, roadway excavation, removal of unsuitable materials, grading, paving, sidewalk, curb and gutter, installation of storm sewer structures, relocation of sanitary sewers, relocation of water services, street lighting, installation of traffic safety features, channelization, landscaping and other work necessary to complete the work as specified and as shown in the contract documents. 136 44,,ct f WGA Bonnie I. Walton, City Clerk Published: Daily Journal of Commerce June 24, 2009 Daily Journal of Commerce July 1, 2009 Daily Journal of Commerce July 8, 2009