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ORIGINAL Lakeside Industries 18808 S.E.257th Street CAG 07-104 Covington,WA 98042 (253)631-3611 $856,702.77 -- Award Date:July 23,2007 s_ Bidding Requirements, City of Menton + $. Forms, Contract Forms, Conditions of MAU the Contract, Plans and Specifications � v err CITY OF RENTON Construction of: 2007 Street Overlay with Curb Ram pS M PROJECT NO. CAG-07-10A. O � /, • lip. �• �.' • Jt AL ECG\ City of Renton 1055 South Grady Way 1. Renton WA 98055 General Bid Information: 425-430-7200 Project Manager: Bill Wressell 425-430-7400 Printed on Recycled Paper .r • CITY OF RENTON RENTON, WASHINGTON CONTRACT DOCUMENTS for the 2007 Street Overlay with Curb Ramps PROJECT NO. CAG-07-104 .. JULY 2007 BIDDING REQUIREMENTS CONTRACT FORMS. . .,.., „ CONDITIONS OF THE CONTRACT SPECIFICATIONS PLANS AW to aw CITY OF RENTON TRANSPORTATION SYSTEMS DIVISION 1055 South Grady Way Renton, WA 98055 ® Printed on Recycled Paper err aw CITY OF RENTON 2007 STREET OVERLAY WITH CURB RAMPS aw INDEX v. I. CALL FOR BIDS m 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 aw 5. VICINITY MAP 6. STREET LISTS 7. CURB RAMP LIST m III. PROJECT PROPOSAL 1. BIDDER'S CHECKLIST 2. PROPOSAL 3. SCHEDULE OF PRICES 4. ACKNOWLEDGEMENT OF RECEIPT OF ADDENDA 5. BID BOND FORM yrr 6. CERTIFICATION OF EEO REPORT 7. COMBINED AFFIDAVIT AND CERTIFICATION FORM 8. FAIR PRACTICES POLICY AFFIDAVIT OF COMPLIANCE rr 9. SUBCONTRACTOR LIST IV. CONTRACT DOCUMENT FORMS so 1. BOND TO THE CITY OF RENTON 2. CONTRACT AGREEMENT 3. CITY OF RENTON INSURANCE INFORMATION FORM 4. CERTIFICATE OF INSURANCE(SAMPLE) rr V. CONTRACT SPECIFICATIONS aw 1. SPECIAL OVISIONS 2. AMENDM. TS TO THE STANDARD SPECIFICATIONS APPENDIX A - SAMPLE FORMS 1. REQUEST TO SUBLET WORK 2. MONTHLY UTILIZATION REPORT(CC-257) go 3. RECYCLED PRODUCT REPORTING FORM 4. CERTIFICATION OF PAYMENT OF PREVAILING WAGES APPENDIX B -HOURLY MINIMUM WAGE RATES go APPENDIX C - STANDARD PLANS r. 2007 STREET OVERLAY WITH CURB RAMPS r .. CITY OF RENTON CALL FOR BIDS 2007 STREET OVERLAY WITH CURB RAMPS CALL FOR BIDS 40 2007 STREET OVERLAY WITH CURB RAMPS 6/7/2007 wr CAG-07-104 �. CITY OF RENTON CALL FOR BIDS 2007 Street Overlay with Curb Ramps srr Sealed bids will be received until 2:30 p.m., Tuesday, July 17, 2007, at the City Clerk's office, 7" floor, and will be opened and publicly read in conference room#521 on the 5"'floor, Renton City Hall, 1055 S. Grady Way, Renton WA 98057, for the 2007 Street Overlay with Curb Ramps project.. �r The work to be performed within 70 working days from the date of commencement under this contract shall include,but not be limited to: .r Approximately 6,218 tons of asphalt concrete paving (HMA Class 1/2:" PG 64-22), removal of asphalt pavement, installation of curb ramps, utility adjustments, and channelization. „r, Engineer's Estimate: $750,000 TO $1,000,000 ar The City reserves the right to reject any and/or all bids and to waive any and/or all informalities. Bid documents will be available the 3rd day of July, 2007. Plans, specifications, addenda, and plan holders list for this project are available on-line through Builders Exchange of Washington, Inc., at r littp://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.") Questions about the project shall be addressed to, Bill Wressell, City of Renton,Public Works Maintenance, 3555 NE 2"d Street,Renton, Wa., 98059,phone (425)430-7400, fax (425)430-7426. A certified check or bid bond in the amount of five percent (5%) of the total of each bid must accompany each bid. The City's Fair Practices,Non-Discrimination, and Americans with Disability Act Policies shall apply. Bonnie I. Walton, City Clerk rs Published: Daily Journal of Commerce July 3, 2007 Daily Journal of Commerce July 10, 2007 .r .r .rr ■w o` CITY OF RENTON 2007 STREET OVERLAY WITH CURB RAMPS go aw r wr rrr err .r INTRODUCTION fm wo g a. .f 00 2007STREET OVERLAY WITH CURB RAMPS �r r City of Renton 2007 Street Overlay with Curb Ramps .r aw 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,Renton City Hall, until the time and date specified in the Call for Bids. ar 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 practicable. Aw No proposal may be changed or withdrawn after the time set for receiving bids. Proposals shall be submitted on the forms attached hereto. rrr 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. .r 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. +r 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 .r reserves the right to add or to eliminate portions of that work as deemed necessary. 4. Plans may be examined and copies obtained at the Public Works Department Office. Bidders shall satisfy themselves as to the local conditions by inspection of the site. err 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. +rr 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 Director of Finance 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 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. 11. Payment for this work will be made in Cash Warrants. 1W M Revised:04/06 bh err City of Renton 2007 Street Overlay err with Curb Ramps 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 enclosed under Attachment A 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 type 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 Contractor is bringing into the work place and potentially exposing City of Renton Employees. +rw 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 schedules items of all schedules set forth in the bid forms to be wn 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 RCW 39.04.180, on public works projects in which trench excavation will exceed a ,. depth of four feet, any contract therefor 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 Revised Code of Washington Chapters 39.12 and 49.28 as amended or supplemented herein, there shall be paid to all laborers, workmen or mechanics employed on this ow 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. 40 The most recent issue of the prevailing wage rates are included within these specifications under section titled "Prevailing Minimum Hourly Wage Rates". The Contractor is Responsible for obtaining so 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 into for work on this project. nlr 19. Pollution Control Requirements Work under this contract shall meet all local, state and federal requirements for the prevention of go environmental pollution and the preservation of public natural resources. The CONTRACTOR shall u' Revised:04/06 bh ■. City of Renton 2007 Street Overlay r with Curb Ramps conduct the work in accordance with all applicable pollution control laws. The CONTRACTOR shall rr 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. 20. Standard Specifications irr 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 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. r 1. WSDOT/APWA "2006 Standard Specifications for Road,Bridge and Municipal Construction" and "Division 1 APWA Supplement" hereinafter referred to by the abbreviated title "Standard 4W 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 "0 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. 21. If a soils investigation has been completed, a copy may be included as an appendix to this document. to 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 .r as they see fit. 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. 22 Bidder's Checkl ❑ It is the res ibility 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 wr responsibility of the bidder to contact the City of Renton to obtain the missing documents prior to bid opening time. 4W ❑ Have you submitted, as part of your bid, all documents marked in the index as"Submit With Bid"? ❑ Has bid bond or certified check been enclosed? to ❑ Is the amount of the bid guaranty at least 5 percent of the total amount of bid including sales tax? ❑ Has the proposal been signed? go ❑ Have you bid on ALL ITEMS and ALL SCHEDULES? ❑ Have you submitted the Subcontractors List(If required) to ❑ Have you reviewed the Prevailing Wage Requirements? ❑ Have you certified receipt of addenda, if any? +» Revised:04/06 bh r CITY OF RENTON SUMMARY OF FAIR PRACTICES POLICY ADOPTED BY RESOLUTION NO. 3 2 2 9 "" 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 dw 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. +111110 (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. wr (3) AFFIRMATIVE ACTION PLAN - The City of Renton Affirmative Action Plan and Equal Employment Program will be 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 ■r 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 w. 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 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: N�ayor Council President ,Attest: City Cler} rr 07_SUMRY.D0C\ ow CITY OF RENTON SUARdARY OFAMERICANS WITH ACT POLICY ADOPTED BYRESOLIT17ONNO. 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 W.r 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 Ad 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 +w 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 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 ON RENTON CITY COUNCIL: rr 7, ,:�� (;% oA.gL� Mayor Coruncil Preside t wr Attest: go City Clerk aw ow ®" CITY OF RENTON 2007 STREET OVERLAY WITH CURB RAMPS so SCOPE OF WORK to 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 .m specifications, to include but not be limited to: Asphalt concrete paving (HMA Class 1/2:" PG 64-22), removal of asphalt pavement, wr installation of curb ramps, utility adjustments, and channelization. Furnishing of materials, equipment, tools, labor, and other work or items incidental thereto (excepting any materials, equipment, utilities, or service, if any specified herein .r� 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. w 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. 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NE 12 ST JEFFERSON AV NE N 1.75 1 1 NE 12 ST JEFFERSON AV NE S 2 NE 12 ST KIRKLAND AV NE N 1.5 0.2 2 NE 12 ST KIRKLAND AV NE S 2.5 0.2 2 1 NE 12 ST KIRKLAND AV NE N NE 12 ST KIRKLAND AV NE S 0.66 1 NE 12 ST SUNSET BV NE N 1.66 0.2 NE 12 ST SUNSET BV NE N NE 12 ST SUNSET BV NE N 1.5 0.2 3.33 NE 12 ST SUNSET BV NE N NE 12 ST SUNSET BV NE S> 2 0.2 1 NE 12 ST SUNSET BV NE S NE 12 ST LYNNWOOD AV NE N 0.75 0.2 NE 12 ST LYNNWOOD AV NE S 2 0.2 NE 12 ST LYNNWOOD AV NE IS 1.5 0.2 r 070L.xls 6/27/2007 07-CONCRETE rr r rr irr " NORTH N 8 ST GARDEN AV N-WEST S 2 1, 7 N 8 ST GARDEN AV N-EAST S N 8 ST IGARDEN AV N-EAST S 56.87 4.55 26.66 13 4 .r. a. wo 6/27/2007 070L.xls ■r 07-CONCRETE m III. PROJECT PROPOSAL CITY OF RENTON PROJECT: 2007 STREET OVERLAY WITH CURB RAMPS CAG NO.: CAG-07-104 COMPANY: .�. ,(�F✓/vim �/!/J��pST7�'/c�S BID AMOUNT: ADDRESS: 10'y4$ TEL. NO.: a5,3 CeV W6 7ZK) 980 PROJECT PROPOSAL do AN 2007 STREET OVERLAY WITH CURB RAMPS .r 'age 20 Project Proposal M. PROJECT PROPOSAL CITY OF RENTON rrr 1. BIDDER'S CHECKLIST 1. BIDDERS CHECKLIST 2. PROPOSAL AND COMBINED AFFIDAVIT AND CERTIFICATE FORM 3. SCHEDULE OF PRICES 4. ACKNOWLEDGEMENT OF RECEIPT OF ADDENDA rr 5. BID BOND FORM +rr 6. CERTIFICATION OF EEO REPORT 7. FAIR PRACTICES POLICY AFFIDAVIT OF COMPLIANCE rir Above documents must be executed by the Contractor, President and Vice-President or 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. do AN r AU a 2007 STREET OVERLAY WITH CURB RAMPS as Page 21 Bidder's Checklist Prroi A-4+n M.61,4o C-1--of 1AJA I ...... .....,.. .._..., III. PROTECT PROPOSAL CITY OF RENTON wr 2. PROPOSAL TO THE CITY OF RENTON rr RENTON, WASHINGTON Ladies and/or Gentlemen: .r The undersigned hereby certify that the bidder has examined the site of the proposed work and have read and thoroughly understand 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 rr 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 should be shown. Show unit prices both in s writing and in figures.) Printed Name: t—11FIW 7 r � _,-/«L Signature: .( Address: /88a8 S oe,—e"-LsJ 4jil Names of Members of Partnership: �r ,p OR Name of President of Corporation Name of Secretary of Corporation Corporation Organized under the laws of With Main Office in State of Washington at s H lorms/contract/PROPSAL.DOGbb oo 2007 STREET OVERLAY WITH CURB RAMPS 40 Page 22 Proposal III. PROJECT PROPOSAL CITY OF RENTON 3. SCHEDULE OF PRICES ALL ENTRIES SHALL BE WRITTEN IN INK OR TYPED TO VALIDATE BID A Am.r rr 40 0 An A 2007 STREET OVERLAY WITH CURB RAMPS go Page 23 Schedule of Prices City of Renton - Planning/Building/Public Works Department 2007 STREET OVERLAY WITH CURB RAMPS SCHEDULE OF PRICES SCHEDULE "A" (NOTE.•Unit prices for all items, all extentions and total amount of bid must be shown. Show unit prices in both words and figures and where conflict occurs the written or ., typed words shall prevail.) ITEM APPROX. ITEM WITH UNIT PRICED BID UNIT PRICE AMOUNT NO. QUANTITY Unit Prices to be Written in Words DOLLARS CTS. DOLLARS CTS. 01. 1.00 Mobilization LS .rr � $ y -1Hvu Per LS 02. 1.00 Traffic Control LS Per LS 03. 330.00 Asphalt Concrete Paving(Overlay) TON HMA Class 1/2" PG 64-22 $ 'S1 c(D s���n1 ',`�0- 10- �' Per TON 04. 530.00 Removal of Asphalt Concrete Pavement SY (by Cold Planing) Per SY 05. 3.00 Adjust Manhole Each Per Each err 06. 8.00 Adjust Valve Box Each $ jug (J'U At1>RU> Al% Per Each 07. 76.00 Plastic Stop Bar(18"Wide) LF Per LF 07-SCHPR.xis Page 24 Sc/hef of Prices Schedule A Page 1 _s rein i__ n____—__.___------- City of Renton - Planning/Building/Public Works Department 2007 STREET OVERLAY WITH CURB RAMPS SCHEDULE OF PRICES SCHEDULE "A" (NOTE: Unit prices for all items, all extentions and total amount of bid must be shown. Show unit prices in both words and figures and where conflict occurs the written or typed words shall prevail.) ITEM APPROX. ITEM WITH UNIT PRICED BID UNIT PRICE AMOUNT NO. QUANTITY Unit Prices to be Written in Words DOLLARS CTS. DOLLARS CTS. 08. 2.00 4" Raised Pavement Marker Each Type 2, Blue Per Each 09. 1.00 Temporary Water LS Pollution/Erosion Control �. $ Per LS 10. 1.00 Finish and Clean Up LS Per Per LS .r. TOTAL SCHEDULE A $ y-�i �-7 THE UNDERSIGNED BIDDER HEREBY AGREES TO COMMENCE WORK ON THE PROJECT, IF AWARDED, NO LATER THAN 10 DAYS AFTER FINAL EXECUTION AND TO COMPLETE THE WORK WITHIN 70 WORKING DAYS. tir DATED AT ('rdr/ic/�i ry,t� THE. 7 DAY OF -)A —2007. r. �r r 07-SCHPR.xis Page 25 6/27/2007 Page 2 Providad to Ruilders FxchnnnP of WA Inc For ucana r.nnrlitinns Anraamant caa 1nnnnei h—M ,„ City of Renton-Planning/Building/Public Works Department 2007 STREET OVERLAY WITH CURB RAMPS SCHEDULE OF PRICES SCHEDULE "B" (NOTE.Unit prices for all items,all extentions and total amount of bid must be shown. Show unit prices In both words and figures and where conflict occurs the written or a typed words shaft prevail.) ITEM APPROX, ITEM WITH UNIT PRICED BID UNIT PRICE AMOUNT NO. QUANTITY it Prices to be Written In Words DOLLARS CTS. DOLLARS CTS. 01. 1.00 Mobilization LS $ Sl X21 �LA S �f D g ire C9o1 _ �I D Per LS 02. 1.00 Traffic Control ra LS Per LS 03. 5,888.00 Asphalt Concrete Paving(Overlay) TON HMA Class 1/2'PG 64-22 $ �2[ Per TON 04. 18,654.00 Removal of Asphalt Concrete Pavement SY (by Cold Planing) $ f w�t �- /to) Per Per SY Cam✓ 05. 14.00 Adjust Monument Each �. $ DAL IhA N I R0 T Per Each 06. 65.00 Adjust Manhole (( Each �. $� NUN�12�yS« t Per Each 'W 07. 60.00 Adjust Valve Box Each $ -t1AfV �r Per Each 08. 1.00 Adjust Catch Basin Each Per Each a s 'age 26 Schedule of Prices Schedule B City of Renton-PlanningfBuilding/Public Works Department 2007 STREET OVERLAY WITH CURB RAMPS SCHEDULE OF PRICES SCHEDULE "B" (NOTE.,Unit prices for aN Items,all extentions and total amount of bid must be shown. Show unit prices In both words and figures and where conflict occurs the written or a,r typed words shall prevail.) ITEM APPROX. ITEM WITH UNIT PRICED BID UNIT PRICE AMOUNT NO. QUANTITY It Prices to be Written In WoEiIEJ DOLLARS CTS, DOLLARS CTS. "o 09. 1.00 Adjust Meter Box Each ,�r� $ Two t�ygbftb Slxy (—*4t&An Per Each 10. 2,465.00 4'Raised Pavement Marker Each Type 1,Yellow $ nib- '15(/x° I �~1 j -!`31�°TS Per Each rr 11. 226.00 4'Raised Pavement Marker Each Type 2d,Yellow $ ti r j� �(S g�2.7o as Per Each 12. 504.00 4'Raised Pavement Marker Each Type 1,White do Per Each „e 13. 92.00 4'Raised Pavement Marker Each Type 2e,White :as Per Each 14. 22.00 4'Raised Pavement Marker Each Type 2,Blue A4, to — Per Each 15. 1,120.00 Plastic Crosswalk LF (8'Wide) $ i I�1� r a�/ice Per LF 16. 170.00 Plastic Stop Bar(18'Wide) LF ww Per LF rr ar Page 27 Drni•-ierl 4.,DJLJ.,r�C....h..,......f\A1A L... c... ,.......,r�,.....ra:...... n.....,..,,.__4___.._._..�.--- ---- City of Renton-Planning/Building/Public Works Department 2007 STREET OVERLAY WITH CURB RAMPS SCHEDULE OF PRICES SCHEDULE "B" (NOTE.,Unit prices for a#items,all extentions and total amount of bid must be shown. Show unit prices in both words and figures and where conflict occurs the written or rr typed words shall prevail.) ITEM APPROX. ITEM WITH UNIT PRICED BID UNIT PRICE AMOUNT NO. QUANTITY Unit Prices to be Written in Words DOLLARS CTS. DOLLARS CTS. 'r 17. 27.00 Plastic Arrow Each $ C r& °1a Per Each 18. 4.00 Stop Legend-4 Letters Per Legend EA ar $_ U�fL u (� Q N//GV too 1.��.. Per EA im 19. 27.00 Induction Loops EA $ �c��nl N n n rW 700_ l$ 90D s Per Each T �- 20. 890.00 4'White Edge of Road Line LF 40 Nf/o� $ Q/ye— t o o Per LF rr 21. 4.00 Curb Ramp,Cement Concrete,Type 1 Each as Per Each 22. 1.00 Curb Ramp,Cement Concrete,Type 2 Each $ Lb If-" yvt Per Each me 23. 23.00 Curb Ramp,Cement Concrete,Type 2-(1) Each One Only $ ��EtTY�iJ r�unln D�fn�� �$L 40 Per Each 24. 1.00 Curb Ramp,Cement Concrete,Type 3A Each Per Each +r ally Page 28 Prnv A—A fn Qi iil,4—Cvn4,--of\n/A Inn C---,r.. Ai+e.,.,.- n...............+..,.,.......,i,......_ __.v wr City of Renton-Planning/Building/Public Works Department 2007 STREET OVERLAY WITH CURB RAMPS SCHEDULE OF PRICES SCHEDULE "B" (NOTE. Unit prices for aU items,all extentions and total amount of bid must be shown. Show unit prices in both words and figures and where conflict occurs the written or typed words shall prevail.) ITEM APPROX. ITEM WITH UNIT PRICED BID UNIT PRICE AMOUNT NO. QUANTITY it Prices to be Written in Words DOLLARS CTS, DOLLARS CTS. 25. 1.00 Remove and Replace Small Island Each See Standard Plans NE Comer of NE 12111 and Sunset Ave NE $ i11'?I rf iAl rr Per Each 26. 1.00 Remove and Replace Large Island Each See Standard Plans SW Corner of NE 12th and Sunset Ave NE $ k Mbj nto+nsrE,,, a °�'l, !S;�v�- ISM D—W Per Each 27. 78.00 Install ThermoplasticTruncated Domes On SF Exlsing Curb Ramps $ h(�-ry .r N°I�� " Per SF 28. 265.00 Sawcut Concrete 4-6` LF r Per LF 29. 1,070.00 Sawcut Asphalt 4-8' LF S0 Per LF 30. 30.00 Crushed Surfacing Top Course TON �. $ JJA! Q go//Do Per TON 31. 864.00 Remove Concrete Curb and Gutter LF Per LF 32. 438.16 Remove Concrete Sidewalk or Curb Ramp SY Per SY a� r Page 29 wr , City of Renton-Planning/Building/Public Works Department 2007 STREET OVERLAY WITH CURB RAMPS SCHEDULE OF PRICES SCHEDULE "B" (NOTE:Unit prices for ag items,all extentions and total amount of bid must be shown. Show unit prices in both words and figures and where conflict occurs the written or ++. typed words shad prevail.) ITEM APPROX. ITEM WITH UNIT PRICED BID UNIT PRICE AMOUNT NO, QUANTITY Unit Prices to be Written in Wortsj DOLLARS CTS. DOLLARS CTS. 33. 276.91 Remove Asphalt at Curb and Gutter Sy / Per Sy 34. 126.00 Concrete Curb and Gutter LF rr $ W t TI��a 5'°h� �, ,0 -- ' Per LF 35. 100.00 Cement Concrete Sidewalk Sy $ l Xn TW ID k N0/Im '0 Per Sy 36. 56.87 Asphalt Concrete Patch at Curb&Gutter TON HMA Class 1/2'PG 64-22 AN Per TON 40 37. 26.66 Install Sod Sy $ (u1�N v lw 533' o Per Sy 38. 4.55 Topsoil,Type A Cy $ J4.N rJ HJtiV ``1i-b 75- Per Cy 'r 39. 13.00 Relocate Existing Sign EACH $ oN�. Ni �a- ,,�, loo - '40 Per EACH 40. 4.00 Adjust Utility Box EACH AN $ TWO }SUN N&,;4 y 10 go Per EACH 40 40 s Page 30 Dr....;.J-A i.. City of Renton-Planning/Building/Public Works Department "" 2007 STREET OVERLAY WITH CURB RAMPS SCHEDULE OF PRICES an SCHEDULE "B" (NOTE.•Unit prices for all items,all extendons and total amount of bid must be shown. Show unit prices in both words and figures and where conflict occurs the written or am typed words shall prevail.) ITEM APPROX. ITEM WITH UNIT PRICED BID UNIT PRICE AMOUNT NO. QUANTITY Unit Prices to be Written in Words DOLLARS CTS. DOLLARS CTS. 40 41. 1.00 Temporary Water LS Pollution/Erosion Control d, Per LS 42. 1.00 Finish and Clean Up aw LS Per LS Subtotal Schedule"A" 8.9 Sales Tax on Sch.A"only 3 atQC).o'-)-- Total Schedule"A" -2,31•O--�- Total"B" "] ,75 TOTAL ALL SCHEDULES"A"+"B" 85LID')-i77 THE UNDERSIGNED BIDDER HEREBY AGREES TO COMMENCE WORK ON THE PROJECT,IF AWARDED,NO LATER THAN.10 DAYS AFTER FINAL EXECUTION AND TO COMPLETE THE WORK WITHIN 70 WORKING DAYS. e' DATED AT eeZ)? .)6 r&AJ THE 1-7 DAY OF 1- (e- 2007- aw +o for s wr arr Page 31 Dr—iAntl to Ri iilrlarc Gvnhnnnn of 1A/A Inn Gnr r`—Aiti— Arno--+oo�,..,..,...4........ ....... 4W III. PROJECT PROPOSAL CITY OF RENTON r 4. ACKNOWLEDGEMENT OF RECEIPT OF ADDENDA ACKNOWLEDGEMENT OF RECEIPT OF ADDENDA: NO. / DATE NO. DATE NO. DATE ■r SIGNED �---1 TITLE �ti UJFCT loofAli 6 ex, NAME OF COMPANY ADDRESS crrY/STATFJZM 40 TELEPHONE 40 CITY OF RENTON STATE CONTRACTORS BUSINESS LICENSE LICENSE# 7 2007 STREET OVERLAY WITH CURB RAMPS Page 32 Acknowledgement of Receipt of Addenda Prnvirlari to Pi iilrlarc Fvrhnnna of\A/A Inn Gnr--(nn 44-no Anro--+ .� 11t. PROMCTPROPOSAL Cl'.TYOFRENTON 5. BID BONA FORM Herewith find deposit In the form of a certified check,cashlerh check,cash,or bid bond in the amount of c;,(- which amount is not less than five percent of the total bid. `�-�- Sign here Know Ail Men by Those Presents: That We,Lakeside industries ,as Principal, and ravelers Casualty and Surety Com an aS Surety, are held and finely bound unto the City of r11 Renton,as Obligee,in the penal sum C f 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 2007 Street Overlay With Curb Ramps according to the terms of the proposal or bid made by the Principal therefor, and the Principal shall duly matte 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 theroof, with Surety or Sureties approved by the Obligee;or if the Frineipal shall, in case of failure to do so. pay and forfeit to the Obligee tho penal amount of the dcposlt 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 ,2007, Lakeside In/ddusstries C Principal Trav rPrs Casualty and surety Company of America w XAgo--et- 72:::, , !LY44::! - SpretyDeanna M. Meyer, Attorn in-Fact rr Received return of deposit in the sum of$ 2007 SM13T OVERI.,A'Y WI'T'H CURB RAMPS WARNING:THIS POWER OF ATTORNEY IS INVALID WITHOUT THE RED BORDER .. STPAUL POWER OF ATTORNEY TRAVELERS Farmington Casualty Company g Y P Y 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 rw Attorney-In Fact No. 214670 Certificate No. 001086999 Ad 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 to 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, Peter H. Hammett, Deanna M. Meyer, Karen P. Dever,Jill A. Boyle, Stuart A. O'Farrell, Susan B. Larson, April L. Champagne, Scott Fisher, and Stephen J.Wachter of the City of Bellevue State of Washington their true and lawful Attomey(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. Wry IN WITNESS WHEREOF,the Companies have caused this instruWnt;to be signed and their corporate seals to be hereto affixed,this 9th day of August 2006 Farmington Casualty Company St.Paul Guardian Insurance Company Fidelity and Guaranty Insurance Company St.Paul Mercury Insurance Company do 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 05spe�ayr L po ,f of � �9 �0•. ! c.�P;...........gyi e� 8� ,�N��AY c, '� O I9BZ�O �'�PORAlED m j1�ONPORAIE.C! Y�i.pORPORAJ'� up '9� yrlt� s a 1951 s �+SEA i" �'• `O � CCNN. n R N 1898,�p bYy �a � � �' # � °'sus c\.c y..........�a'�� v.s.. :'•aD 'r ar State of Connecticut By: City of Hartford ss. orge W ompson,Sen r Vic President Am On this the 9th day f August 2006 Y ,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 N1r 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. p." do In Witness Whereof,I hereunto set my hand and official seal. � ��(/�► C . .A:^J tJrt�.�� My Commission expires the 30th day of June,2011. Marie C.Tetreault,Notary Public WII 58440-6-06 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: 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 96 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 ift 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 ib 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 I 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 IN 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 Surct7 ompany-OtAmeric4,end United States Fidelity and Guaranty Company do hereby certify that the above and foregoing is a true and correct copy of the Power o6Attorney¢xebiited b},sdompanies,which is in full force and effect and has not been revoked. r ' IN TESTIMONY WHEREOF,I have hereunto set my hand and a ced the stall of said,,p this I day of Vvl 20V�. M Kori M.Johann Assistant Secretary 11 pASUq�j SW�EIy J�F\PESy OE 9 �NS7F•�/o't'a To verify the authenticity of this Power of Attorney,call 1-800-421-3880 or contact us at www.stpaultravelersbond.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 iY JUL, 6. 2007 9:31AM LAKESIDE INDUSTRIES N0, 782 P. 2 III. PROJECT PROPOSAL CTCY OF REN M 6. CERTWCATION OF EQUAL EMPLOYMZNT OPPORTUNITY REPORT Certification with regard to the Pedbirn ice of previous Contracts or Sub-contracts subject to the Sgual Opportunity Clause mad the filing of Required RAposts. The bidder_,proposed subcontracts_,hereby certifies that he has, .has not_,participated in a pmviou:contract or subewtraet subject equal opportunity clause,as required by Executive Orden 10925, 11114 or 11246,and that he has�haa not_,filed with the Joint Reporting Conmuttec the Director of the Office of Federal Contract Compliance. A Federal Government contracting or administering agency, or tM former Prosidentiu Coanmittee on &lual Employment Opportunity, all �. reports due under the applicable filing requirements. lr�k1<c-cc- M d r S-ry I e (Cy) By: Date., (Titk) NM: The above certification is mpdmd by the Equal Employment Opportunity Regulations of the ., Secretary of Labor (41 CFR 60.1.7 (b) (1), and trust be submitted by bidders and proposed subcontrutmrs only In comection with contracts and subcontracts which are subject to the equal oppommity clause. Conmuss and subcontracts which are exempt from the equal opportunity clause are set forth in 41 CFR 60-1.5. (Carnally only contracts or subcontracts of$10,000 or under are exempt.) ar Currently, Standard Form 100 (EEO-1) is the odd report required by the Executive Orders or dwir IN ing regulations. Proposed prime contractors and subcontractors who have participated in a previous contract or `ubcantract subject to the Executive Orders and have not filed the required reports,should note that 41 CFR 60-1.7(b)(i) prevents the award of contracts and subcontractors unless such contractor submits a report covering the delinquent period or such other period specified by ft Federal Highways Administration or by the Director,Office of Federal Contract Compliance,U.S.Department of Labor. ■r i I I ,rr i 10M SW Mr OVERLAY WrM CLXtB RAMPS a pace 34 certirloa4on of Equal Employment Opportunky Report CITY OF RENTON 7. Combined Affidavit and Certification form: AN Non-Collusion, Anti-Trust,and Minimum Wage (Non-Federal Aid) NON-COLLUSION AFFIDAVIT rr Being duly sworn, deposes and says,that he is the identical person who submitted the foregoing proposal or bid, and that such bid is genuine and not sham or collusive or made in the interest or on behalf of any person not therein named, and further, that the deponent has not directly induced or solicited any other Bidder on the foregoing work or equipment to put in a sham bid, or any other person or corporation to refrain from bidding, and that deponent has not in any manner sought by collusion to secure to himself or to any other person any advantage over other Bidder or Bidders. .. AND CERTIFICATION RE: ASSIGNMENT OF ANTI-TRUST CLAIMS TO PURCHASER Vendor and purchaser recognize that in actual economic practice overcharges resulting from anti-trust violations are in fact usually borne by the purchaser. Therefor, vendor hereby assigns to purchaser any and all claims for such over- charges as to goods and materials purchased in connection with this order or contract, except as to overcharges resulting •'"' from anti-trust 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 such of his suppliers and subcontractors shall assign any and all such claims to purchaser,subject to the aforementioned exception. rr AND MINIMUM WAGE AFFIDAVIT FORM �r 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. FOR: NON COLLUSION AFFIDAVIT, ASSIGNMENT OF ANTI-TRUST CLAIMS TO PURCHASER AND MINIMUM WAGE AFFIDAVIT 2007 Street Overlay with Curb Ramps Name of Project •Ir ,•, Name of Bidder's Firm rr ``�11111111i//�� S- nature of Authorized Representative of Bidder ' SA ���`,L C %' N> ��.... Subscribed ae this j 7 day of d MAY :. 01 :#� 2010 Notary Public in and for the SiAte of Washington gOFWA •v �G�: Notary(Print) X74, /Ay1P` WAN My appointment expires: Page 35 Combined Affidavit and Certification Form-Non-Collusion,Anit-Trust, and Minumum Wage Pmvirlcrl fin Ri iiI,4.r Fv hen of lA/A Inn C7r`,n.4f+L...,. A,.......-._..+___........._ ____ JUL. b• 2007 9:31AM LAKESIDE INDUSTRIES N0. 782 P. 3 lII Project tyrt>posal City of Renton 8.Fair Practices Policy Affldavit of Compliance CITY•OF RENTON . FAIR PRACTICES POLICY AFMAVYC OF COMPLIANCE 1,1-6t,. ! .._beteby eon lmn and declares that (IVimtte�COaaaeooddubeat►tntMOdeao�nftanf) L It Is the policy of -/Ki:;,- <L't ' . �h/ltii S 'i Y' S .. to offer equal (1Watle oteand'rCtal�3uba;0atraCtodeodwltaat) opp WWty to all qualified employee:and applicants for employment without regard to the me.cued.cola,nxa national origin,age,disability or wAet m status. r complies with all applicable (Nam ofootNe+�tad�ubooatneeor/comvitaat) federal,state and local laws govrcttting son4iscri/minstion in employment. ■r M, will seek out and (No=olcaetnotorlwt>cotdraetodaoateultam� negotiate with minority and women m tt cwm for the award of subcomt:cts. Print A ot/Rep tive's Name Prim ApnnURepmocatative's Tide Agent/Representative's Si lute �► �� 6)-_7 — Date Sip" ; ; j 2007$dal O+aby veldt Cub Amp li8nUWrrMV200W COMRAC`'t1(4-FAIIlMW i Paoe 36 Fair Pradme Poley Affidavit of Compliance gar rr .r III. PROJECT PROPOSAL CITY OF RENTTON 9. SUBCONTRACTOR LIST r. CAG-07-104 2007 Street Overlay with Curb Ramps .r RCW 39.30-060 requires that for all public works contracts exceeding$100,000 the bidder shall submit the names of all subcontractors whose subcontract amount exceeds 10 percent of the contract price. .r If the subcontractors 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$100,000. A. There are no subcontractors proposed whose subcontract amount exceeds 10 percent of the contract price. Name: Title: o Signature: B. The following subcontractor(s) subcontract amount exceeds 10 percent of the contract price: (list subcontractor and bid item) Bid Item(s) I 7-`3 ,7--� �`yS `)Cu Z t 1"6() " ", `)- 33t Subcontractor Name Y-O DO CAS ON Address V�>OX Fitt l$ (ttAP R-N + Phone No. 'yS3-833-D°1 l State Contractor's License No Bid Item(s) Subcontractor Name Address w Phone No. State Contractor's License No A. Bid Item(s) Subcontractor Nance to Address Phone No. State Contractor's License No AN Bid Item(s) Subcontractor Name 40 Address Phone No. State Contractor's License No Am 2007 STREET OVERLAY WITH CURB RAMPS .r 'age 37 Subcontractor List -guided to Builders Exchange of WA, Inc. For usaae Conditions AnrPPmPnt rno IARAAPJ h—In . M IV. CONTRACT DOCUMENT FORMS CITY OF RENTON wr fir err INFORMATION ONLY IV CONTRACT DOCUMENT FORMS DOCUMENTS IN THE FOLLOWING FORM MUST BE EXECUTED AND SUBMITTED BY THE SUCCESSFUL BIDDER WITHIN TEN (10) DAYS FOLLOWING THE NOTICE OF AWARD. w. 2007 STREET OVERLAY WITH CURB RAMPS t c r IV Contract Document Forms City of Renton BOND TO THE CITY OF RENTON Bond No. 104962846 KNOW ALL MEN BY THESE PRESENTS: That we, the undersigned Lakeside Industries Travelers Casualty and Surety Company as principal, and of America corporation organized and existing under the laws of the State of Connecticut as a surety corporation, and qualified under the laws of the State of Washington to become surety upon bonds of contractors with municipal .r corporations, as surety are jointly and severally held and firmly bound to the City of Renton in the penal sum of$ 8-56.702.77 for the payment of which sum on demand we bind ourselves and our successors, heirs,administrators or person representatives,as the case may be. rr This obligation is entered into in pursuance of the statutes of the State of Washington, the Ordinance of the City(o�f,,R^enton. Dated at KX/It ,Washington,this day of 1�,2007. Nevertheless,the conditions of the above obligation are such that: .r WHEREAS, under and pursuant to Public Works Construction Contract CAG-07-104 providing for construction of 2007 Street Overlay with Curb Ramps the principal 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, 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 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 do 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. Travelers Casualty and Surety Company rr Lakeside Industries of America Principal Surety Slg ature ; Si � �mt2T �ature L Susan B. Larson chief Fin=cia: Attorney-in-Fact Title Title 2007 Street Overlay with Curb Ramps rr WARNING:THIS POWER OF ATTORNEY IS INVALID WITHOUT THE RED BORDER TRAVELERS POWER OF ATTORNEY Farmington Casualty Company St.Paul Guardian Insurance Company Fidelity and Guaranty Insurance Company St.Paul Mercury Insurance Company i. 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 rir Attorney-In Fact No. 214670 Certificate No. O O 1 V 6 1 `*2 H M 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 do 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 rlr Carl Newman, Peter H. Hammett,Deanna M. Meyer, Karen P. Dever,Jill A.Boyle,Stuart A.O'Farrell,Susan B. Larson,April L. Champagne,Scott Fisher, and Stephen J.Wachter 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. r IN WITNEO VHEREOF,the Compa ji�ave caused this instrument-to be signed and their corporate seals to be hereto affixed,this 31st ,o 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 �G�SU.��r � `J��f/)- Jy F1AE+a \*W wMSG .c'+�NSU q•..,, JP�Tr gryo9 � "'.Y 4�TY'WO p�opPOMj` fy'°°'4a �F � _ -r Qo:- •:9� tt1{0�:-......... t=. e � 4 FS Vs19BI�; 19� "'� DRATFD K i �jLOFVOq,,)F.h 34Pi IG�RPORgl�:��,£ �p 9� yell m HARTFORD. ((HARIMR0. � t0 �c"^.'ECh' � ��1,,1,. S �•7J1 NO N `SEA CANN. n �OONN� < ::2 •...�..tia � State of Connecticut By: City of Hartford ss. Georg Thompson, enior ice President 31 st May 2007 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 go 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. 00WOZ10OR � In Witness Whereof,I hereunto set my hand and official seal.My Commission expires the 30th day of June,201 l. Marie C.Tetreault,Notary Public 58440-8-06 Printed in U.S.A. irf I 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,Fidelityiw 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 Resident,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 Wk 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 tiled 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 it 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. 1,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 day of '20 Kori M.Johan s Assistant Secretary IiY �r.s�,� SURfTy eiRE'6"'k''s �pN �NSG �1'i+s�q Trana °s�;e�r 4tY'4y� <�. J'' •4. O ..9 �^JP,..........9 q Q 793 j jORPOR4; C;n w��tPDIt4TED YL E m ;y,`G�FeoR4r�::.T. w itVIIf-0FN, x,0 �`•SEALjo3 l�`,SEALla°F COPM. tmwra `+ c�°6� S}5,\'d'�•. .'asi $:'... •'d" ��sa `t.... �� °''O�Np To verify the authenticity of this Power of Attorney,call 1-800-421-3880 or contact us at www.stpaultravelersbond.com.Please refer to the Attorney-In-Fact number, Ili the above-named individuals and the details of the bond to which the power is attached. fill WARNING:THIS POWER OF ATTORNEY IS INVALID WITHOUT THE RED BORDER Client#: 1457 LAKEINDU ACORU. CERTIFICATE OF LIABILITY INSURANCE F07/z7/oD /2710/D7 D/YYYY) PRODUCER THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION Parker Smith&Feek, Inc. ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE Bellevue Office HOLDER.THIS CERTIFICATE DOES NOT AMEND,EXTEND OR 2233 112th Avenue NE ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. Bellevue,WA 98004 INSURERS AFFORDING COVERAGE NAIC# 4" INSURED Lakeside Industries INSURER A: Zurich American Insurance Co. INSURER B: Ins.Co.of the State of PA P.O.Box 7016 Issaquah,WA 98027 INSURER C: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. POLICY EFFECTIVE POLICY EXPIRATION LTR INSRE TYPE OF INSURANCE POLICY NUMBER DATE MM/DD/YY DATE MM/DD/YY LIMITS A X GENERAL LIABILITY CP03992630-03 06/01/07 06/01/08 EACH OCCURRENCE $1,000,000 X COMMERCIAL GENERAL LIABILITY DAMAGE TO RENTED $300 000 CLAIMS MADE 51 OCCUR MED EXP(Any one person) $10,000 X Ltd Poll.$1,000,000 PERSONAL&ADV INJURY $1,000,000 go GENERAL AGGREGATE $2 o0Q 000 GEN'L AGGREGATE LIMIT APPLIES PER: PRODUCTS-COMP/OP AGG s2,000,000 POLICY X PRO- JECT X LOC A AUTOMOBILE LIABILITY CP03992630-03 06101/07 06101/08 COMBINED SINGLE LIMIT 4A X ANY AUTO (Ea accident) $1,000,000 ALL OWNED AUTOS BODILY INJURY SCHEDULED AUTOS (Per person) $ ,44 X HIRED AUTOS BODILY INJURY X NON-OWNED AUTOS (Per accident) $ PROPERTY DAMAGE $ (Per accident) GARAGE LIABILITY AUTO ONLY-EA ACCIDENT $ ANY AUTO OTHER THAN EA ACC $ AUTO ONLY: AGG $ B X EXCESS/UMBRELLA LIABILITY 5687008 06/01/07 06/01/08 EACH OCCURRENCE $See Desc. 7X OCCUR FI CLAIMS MADE AGGREGATE $See Desc. DEDUCTIBLE $ RETENTION $ $ A WORKERS COMPENSATION AND CP03992630-03 06/01/07 06/01/08 WC STATU- X OTH- EMPLOYERS'LIABILITY Em Liability Only ANY PROPRIETOR/PARTNER/EXECUTIVE p' y y E.L.EACH ACCIDENT $1,000,000 AN OFFICER/MEMBER EXCLUDED? WA Stop Gap 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/EXCLUSIONS ADDED BY ENDORSEMENT I SPECIAL PROVISIONS LI Job No. 127028-2007 Street Overlay with Curb Ramps.City of Renton is included as Additional Insured and coverage is primary and non-contributory per Endorsement U-GL-1175-A CW, Edition Date 09/03 attached. Waiver of subrogation applies to General Liability per Endorsement CG2404, Edition (See Attached Descriptions) As CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION CITY OF RENTON DATE THEREOF,THE ISSUING INSURER WILL X%X"*R tqt MAIL A5— DAYS WRITTEN MM Attn: Bill Wressell NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE LEFT,AX]tX* X 3555 NE 2nd Street )MPJQ16R11RJQ16)OJ€XR9IEi1QRyCIIUQKJd?bOJF7 NIXx1FWXIRJQIIRC[E[14tAKE [R7iR1ERACDCXX Renton,WA 98056 RRpt�ytt AUTHORIZED REPRESENTATIVE as ACORD 25(2001/08)1 of 3 #M76887 NMG00 O ACORD CORPORATION 1988 • r 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. i� ww rye IM IN rNw me ACORD 25S(2001/08) 2 of 3 #M76887 gM DESCRIPT' NS (Cio #inued #ram Ptige 1) date 10/93 attached. rr rr rn rrr irr r� rr rrr rrr rr AMS 25.3(2001/08) 3 of 3 #M76887 rr Additional Insured — Automatic - Owners, Lessees Or ZURICH Contractors - Broad Form Policy No. Eff.Date of Pol. Exp Date of Pol. Eff.Date of End. Producer AddT Pre. Return Prem, CPO 3992630-03 06/0112007 06/01/2008 06/01/2007 Parker Smith& $Incl. $Incl. Feek,Inc rr1 THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. This endorsement modifies insurance provided under the: Commercial General Liability Coverage Part rr A. WHO IS AN INSURED(Section II)is amended to include as an insured any person or organization whom you are required 'm to add as an additional insured on this policy under a written contract or written agreement. B. The insurance provided to additional insureds applies only to"bodily injury", "property damage"or"personal and advertis- ing injury" covered under Section I, Coverage A, BODILY INJURY AND PROPERTY DAMAGE LIABILITY and Coverage B, PERSONAL AND ADVERTISING INJURY LIABILITY,but only if: I. The"bodily injury"or "property damage"results from your negligence;and 2. The"bodily injury", "property damage" or"personal and advertising injury"results directly from: rr a. Your ongoing operations;or b. "Your work"completed as included in the"products-completed operations hazard", performed for the additional insured,which is the subject of the written contract or written agreement. C. However,regardless of the provisions of paragraphs A.and B.above: 1. We will not extend any insurance coverage to any additional insured person or organization: a. That is not provided to you in this policy;or b. That is any broader coverage than you are required to provide to the additional insured person or organization in the written contract or written agreement;and 'm 2. We will not provide Limits of Insurance to any additional insured person or organization that exceed the lower of: a. The Limits of Insurance provided to you in this policy;or b. The Limits of Insurance you are required to provide in the written contractor written agreement. D. The insurance provided to the additional insured person or organization does not apply to: ,m I. `Bodily injury", "property damage"or"personal and advertising injury"that results solely from negligence of the addi- tional insured;or tJ-GL-1175-A CW(9/03) Page 1 of 2 Includes copyrighted material of Insurance Services Office,Inc.with its permission rrr r. rr 2. `Bodily injury", "property damage" or "personal and advertising injury" arising out of the rendering or failure to render any professional architectural,engineering or surveying services including: a. The preparing,approving,or failing to prepare or approve maps,shop drawings,opinions,reports,surveys,field orders,change orders or drawings and specifications;and rw b. Supervisory,inspection,architectural or engineering activities. E. The additional insured must see to it that: 1. We are notified as soon as practicable of an"occurrence"or offense that may result in a claim: 2. We receive written notice of a claim or"suit"as soon as practicable;and 3. A request for defense and indemnity of the claim or"suit"will promptly be brought against any policy issued by an- other insurer under which the additional insured also has rights as an insured or additional insured. F. The insurance provided by this endorsement is primary insurance and we will not seek contribution from any other in- surance available to any additional insured person or organization unless the other insurance is provided by a contractor other than you for the same operations and job location. Then we will share with that other insurance by the method de- scribed in paragraph 4.c.of SECTION IV-COMMERCIAL GENERAL LIABILITY CONDITIONS. .rr Any provisions in this Coverage Part not changed by the terms and conditions of this endorsement continue to apply as writ- ten. rr� ,rr rr rrr +rr srr rr r� U-GL-1175-A CW(9/03) Page 2 of 2 AN POLICY NUMBER: CP03992630-03 COMMERCIAL GENERAL LIABILITY CG 24 04 10 93 THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. WAIVER OF TRANSFER OF RIGHTS OF RECOVERY „ AGAINST OTHERS TO US This endorsement modifies insurance provided under the following: wr COMMERCIAL GENERAL LIABILITY COVERAGE PART. SCHEDULE Name of Person or Organization: „ "AS REQUIRED BY WRITTEN CONTRACT EXECUTED PRIOR TO A LOSS" (If no entry appears above,information required to complete this endorsement will be shown in the Declarations as applicable r to this endorsement.) The TRANSFER OF RIGHTS OF RECOVERY AGAINST OTHERS TO US Condition(Section IV-COMMERCIAL GENERAL rr LIABILITY CONDITIONS)is amended by the addition of the following: We waive any right of recovery we may have against the person or organization shown in the Schedule above because of payments we make for injury or damage arising out of your ongoing operations or"your work"done under a contract with that person or organization and included in the"products-completed operations hazard".This waiver applies only to the person or organization shown in the Schedule above. w .r �w CG 24 04 10 93 Copyright, Insurance Services Office, Inc. 1992 Y o� City of Renton , Am + Human Resources & Risk Management Department Insurance Information Form FOR: 2007 Street Overlay with Curb Ramps PROJECT NUMBER: CAG-07-104 STAFF CONTACT: Bill Wressell (425)430.7400 Certificate of Insurance indicates the coverages/limits specified in E Yes ❑ No contract? Are the following coverages and/or conditions in effect? dyes ❑ No do The Commercial General Liability policy form is an ISO 1993 [v"Yes ❑ No Occurrence Form or Equivalent? (If no,attach a copy of the policy with required coverages clearly rr identified) CG 0043 Amendatory Endorsement provided?* N/A ❑ Yes ❑ No General Aggregate provided on a"per project basis(CG2503)?* [}eyes ❑ No Additional Insured wording provided?* Yes ❑ No Coverage on a primary basis and non-contributing basis?* [✓ Yes ❑ No Waiver of Subrogation Clause applies?* Q�Yes ❑ No Severability of Interest Clause(Cross Liability)applies? DYes ❑ No Notice of Cancellation/Non-Renewal amended to 45 days?* [✓] Yes ❑ No *To be shown on certificate of insurance* AM BEST'S RATING FOR CARRIER n � .ir GL -1 \i Auto A XW Umb A+ XJ Professional 1I11 1A This Questionnaire is issued as a matter of information. This questionnaire is not an insurance policy and does do not amend, extend or alter the coverage afforded by the policies indicated on the attached CERTIFICATE OF INSURANCE. The CITY OF RENTON, at its option, shall obtain copies of the policies and/or specific declaration pages FROM awarded bidder prior to execution of contract. Tarl�er , 4 & FIrlc . ot, Cear Agency/Broker Completed By(Type Jr Pri Name) Ave- I AE 3elle vke W -)�.a U.AALV - Address `%oD4 Completed By(Signature) rJ l G,. QN25) -701- 3&00 Name of person to co act Telephone Number NOTE. THIS QUESTIONNAIRE MUST BE COMPLETED FOR EACH LINE OF COVERAGE AND ATTACHED TO CERTIFICATE OF INSURANCE urr ENDORSEMENT 1 In consideration of the premium charged, it is hereby agreed and understood that Policy Number issued by to Insurance Company, is amended to include the following terms and conditions as respects Contract Number issued by the(OWNER). 1. ADDITIONAL INSURED. The OWNER their elected or appointed officers, officials, employees, subconsultants, and volunteers are included as additionally insured with regard to damages and defense of claims arising from: (a)activities performed by or on behalf of the NAMED INSURED;or(b)products and completed operations of the NAMED INSURED, or (c) premises owned, leased or used by the NAMED ar INSURED. 2. CONTRIBUTION NOT REQUIRED. As respects: (a)work performed by the NAMED INSURED for or on behalf of the OWNER; or(b) products sold by the NAMED INSURED to the OWNER; or(c)premises leased by the NAMED INSURED from the OWNER,the insurance afforded by this policy shall be primary insurance as respects the OWNER, or any other insured, its elected or appointed officers, officials, employees, subconsultants or volunteers; or stand in an unbroken chain of coverage excess of the NAMED do INSURED'S scheduled underlying primary coverage. In either event,any other insurance maintained by the OWNER, or any other insured, its elected or appointed officers, officials, employees, subconsultants or volunteers shall be in excess of this insurance and shall not contribute with it. 3. SEVERABILITY OF INTEREST. The inclusion of more than one Insured under this policy shall not affect the rights of any Insured as respects any claim, suit or judgment made or brought by or for any other Insured or by or for any employee of any other Insured. This policy shall protect each Insured in the same ++r manner as through a separate policy had been issued to each, except that nothing herein shall operate to increase the company's liability beyond the amount or amounts for which the company would have been liable had only one insured been named. 4. CANCELLATION NOTICE. The insurance afforded by this policy shall not be suspended, voided, canceled, reduced in coverage or in limits except after FORTY-FIVE (45) days'prior written notice by certified mail return receipt requested has been given to the OWNER. Such notice shall be addressed to(a) the OWNER and(b)the CONTRACTOR. 5. CLAIM REPORTING. The OWNER has no obligation to report occurrences unless a claim has been filed with the OWNER. 6. AGGREGATE LIMIT. The General Aggregate Limit under Limits of Insurance applies separately to the above named contract for the above named OWNER. yJ-o-Jr- Date Authorized nRepresentative -A__ X rr IVA S ignature ,Nr w Insurancepk.doc\ A� IV. Contract document Forms City of Renton 40 CONTRACTS OTHER THAN FEDERAL-AID FHWA THIS AGREEMENT, made and entered into this Yd day of 2007. by and m between THE CITY OF RENTON, Washington, a m mcipal corpo lti o n of the State of Washington, hereinafter referred to as "CITY" and IC S hereinafter referred to as "CONTRACTOR." �r WITNESSETH: Aw 1) The Contractor shall within the time stipulated, (to-wit: within 70 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-07-104 for improvement by construction and installation of: it Work as described in"Scope of Work"dated a4,Aq 2> 2-00,'attached hereto. ow 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, ordinances and regulations of the City of Renton and any, other M governmental thority having jurisdiction thereover. It is further agreed and stipulated that all of said lal materials, appliances, machines, tools, equipment and services shall be furnished and construction installation performed and completed to the satisfaction and the approval o ,the City's Public Works Director as being in such conformity with the plans, specifications and all requirements of or arising under the Contract. The Contractor agrees to use recycled materials whenever practicable. I�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) Bid Proposal d) Specifications e) Maps and Plans f) Bid g) Advertisement for Bids itrr h) Special Provisions, if any i) Technical Specifications, if any �r aw it 2007 Street Overlay with Curb Ramps IV. Contract document Forms City of Renton 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 with such time, or if the iw Contractor shall be adjudged a 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 40 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 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 iW 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 4W 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. 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, 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 on a primary noncontributory basis. In the event the City shall, without fault on its part, be made a party to any litigation commenced by or against Contractor, then Contractor shall proceed and hold the City harmless and he shall pay all costs, expenses and reasonable attorney's fees incurred or paid by the City in connection with such litigation. Futhermore, Contractor agrees to pay all costs, expenses and reasonable attorney's fees that may be incurred or paid to by City in the enforcement of any of the covenants,provisions and agreements hereunder. Nothing herein shall require the Contractor to indemnify the City against and hold harmless the 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, 2007 Street Overlay with Curb Ramps Mr IV. Contract document Forms City of Renton *' its agents, officers and employees, and involves those actions covered by RCW 4.24.115, this indemnity provision with 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. 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 10 calendar days _....__aftez Contract final execution, and shall_complete_the full_performance of the Contract not ► later than 70 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 will be the sum of per Section 1-08.9 of W Standard Specifications as liquidated damages (and not as a penalty) for each such day, which shall be paid by the Contractor to the City. 8) Neither the final certificate of payment not 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 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 the work, unless a longer period is specified. 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 Contractor. lir 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 a written agreement. 9) The Contractor and each subcontractor, if any, shall submit to the City such schedules of quantities 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. 1r 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 Yr State of Washington. stir 2007 Street Overlay with Curb Ramps Mr IV. Contract document Forms City of Renton 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, 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 tj�,57t:.;,,go Z • numbers written words which nclues mgton tae ales Tax. Payments will be made to Contractor as specified in the "Special Provisions" of this Contract. IN WITNESS WHEREOF, the City has caused these presents to be signed by its Mayor and attested by its City Clerk and the Contractor has hereunto set his hand and seal the day and year first above-written. iW r NTRACTOR CITY OF RENTON to Pre ' ent/Partner/Own Mayor K&fhy Keolker ATTEST 'Sec-retfary Adchele Nenann, Deputy City Clerk dba L keside Industries Firm Name check one ❑ Individual ❑ Partnership Wcorporation Incorporated in X) Attention: If business is a CORPORATION, name of the corporation should be listed in full and both 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 business is a PARTNERSHIP, full name of each partner should be listed followed by d/b/a (doing business as)and firm or trade name; any one partner may sign the contract. If business is an INDIVIDUAL PROPRIETORSHIP, the name of the owner should appear followed by d/b/a and name of the company. 2007 Street Overlay with Curb Ramps it i � ACORD CERTIFICATE OF LIABILITY INSURANCE DATE (MMIDDIYY) PRODUCER FAX THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND aw CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AMEND,EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. INSURERS AFFORDING COVERAGE W INSURED INSURER A: INSURER B: INSURER C: INSURER D: INSURER E: COVERAGES r THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED,NOTWITHSTANDING ANY REQUIREMENTS,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. %W INSR POLICY EFFECTIVE POLICY EXPIRATION LTR TYPE OF INSURANCE POLICY NUMBER DATE MM/DD/YY DATE MM/DD/YY LIMITED GENERAL LIABILITY EACH OCCURRENCE $ 1,000,000 X COMMERCIAL GENERAL LIABILITY FIRE DAMAGE(Anyone fire $ 50,000 w CLAIMS MADE ❑ OCCUR MED EXP(Any one person) $ 5,000 PERSONAL&ADV INJURY $ 1,000,000 GENERAL AGGREGATE $ 2,000,000 GENL AGGREGATE LIMIT APPLIES PER: PRODUCTS-COMP/OP AGG $ 1,000,000 ❑ POLICY ❑PROJECT ❑LOC AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT X ANY AUTO (Ea accident) $ 1,000,000 ALL OWNED AUTOS BODILY INJURY SCHEDULED AUTOS (Per person) $ HIRED AUTOS NON-OWNED AUTOS BODILY INJURY $ (Per accident) (Per PROPERTY DAMAGE $ GARAGE LIABILITY AUTO ONLY-EA ACCIDENT $ ❑ANY AUTO N/A OTHER THAN EA ACC AUTO ONLY: AGG $ EXCESS LIABILITY EACH OCCURRENCE ❑OCCUR ❑CLAIMS MADE AGGREGATE DETENTION EDUCTIBLE *0 $ WORKERS COMPENSATION AND WC STATU- OTH- EMPLOYERS'LIABILITY TORY LIMITS ER 4w E.L.EACH ACCIDENT $ E.L.DISEASE-EA EMPLOYEE $ E.L.DISEASE-POLICY LIMIT $ OTHER /11f DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES/EXCLUSIONS ADDED BY ENDORSEMENT/SPECIAL PROVISIONS 2007 Street Overlay With Curb Ramps City of Renton is named as an additional insured CERTIFICATE HOLDER ❑X ADDITIONAL INSURED;INSURER LETTER: CANCELLATION fir' SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELED BEFORE City of Renton THE EXPIRATION DATE THEREOF,THE ISSUING COMPANY WILL MAIL Attn: Bill Wressell 45 DAYS WRITTEN NOTICE TO THE CERTIFICATE HOLDER NAMED TO to 3555 NE 2nd St. THE LEFT. Renton, WA 98056 AUTHORIZED REPRESENTATIVE Vr rr COMMERCIAL GENERAL LIABILITY POLICY NUMBER: THIS ENDORSEMENT CHANGES THE POLICY, PLEASE READ IT CAREFULLY. ADDITIONAL INSURED - OWNERS, LESSEES OR CONTRACTORS - SCHEDULED PERSON OR ORGANIZATION This endorsement modifies insurance provided under the following: 'lwr tar COMMERCIAL GENERAL LIABILITY COVERAGE PART Name of Person or Organization City of Renton (If no entry appears above, information required to complete this endorsement will be shown in the Declarations as applicable to this endorsement.) + ► WHO IS AN INSURED (Section II) is amended to include as an insured the person or organization shown in the Schedule but only with respect to liability arising out of your ongoing operations performed for that insured. ww CG 20 10 03 97 Owners, Lessees, or Contractors SAMPLE No Completed Operations WCIA Insurance Requirements Ir rwr Insurance Requirements For the City of Renton Please provide this document to your insurance agent The City of Renton requires the industry standard: tw - • $1,000,000 Commercial General Inability;with-$2,000,000 in the aggregate. • $1,000,000 Auto Liability(Needed if a vehicle will be used in performance of work. This would include delivery of products to worksite) • $1,000,000 Excess Liability(if specified in contract) • Proof of Workers' Compensation coverage (provide the number) • $1,000,000 Professional Liability (if specified in contract) Requirements unique to the City of Renton: • Name the City of Renton as a Primary and Non-contributory Additional Insured k� utory he policy • Provide endorsement page(s)from the policy(ies),evidencing Primary & Non-con coverage • Modify the cancellation clause to state: "Should any of the above described policies be canceled before the expiration date thereof, the issuing company will mail 45 days written notice to the certificate holder to the left." • Put descriptive text of the project in the "Description of Operations" box irr • The certificate holder must read: City of Renton ATTN: {City project manager name/dept provided by your insured) (Address provided by your insured) [City, State, Zip) �r wwr 4W w 1W to (e,�, City of Renton Human Resources & Risk Management Department Insurance Information Form FOR: 2007 Street Overlay with Curb Ramps PROJECT NUMBER: CAG-07-104 STAFF CONTACT: Bill Wressell (425)430.7400 Certificate of Insurance indicates the coverages/limits specified in ❑ Yes ❑ No contract? Are the following coverages and/or conditions in effect? ❑ Yes ❑ No The Commercial General Liability policy form is an ISO 1993 ❑ Yes ❑ No Occurrence Form or Equivalent? (If no,attach a copy of the policy with required coverages clearly VW identified) CG 0043 Amendatory Endorsement provided?* ❑ Yes ❑ No 1Ar General Aggregate provided on a"per project basis(CG2503)?* ❑ Yes ❑ No Additional Insured wording provided?* ❑ Yes ❑ No Coverage on a primary basis and non-contributing basis?* ❑ Yes ❑ No +fir Waiver of Subrogation Clause applies?* ❑ Yes ❑ No Severability of Interest Clause(Cross Liability)applies? ❑ Yes ❑ No 'ilr Notice of Cancellation/Non-Renewal amended to 45 days?* ❑ Yes ❑ No *To be shown on certificate of insurance* AM BEST'S RATING FOR CARRIER GL Auto Umb Professional ow This Questionnaire is issued as a matter of information. This questionnaire is not an insurance policy and does not amend, extend or alter the coverage afforded by the policies indicated on the attached CERTIFICATE OF INSURANCE. The CITY OF RENTON, at its option, shall obtain copies of the policies and/or specific declaration pages FROM awarded bidder prior to execution of contract. IW Agency/Broker Completed By(Type or Print Name) Yr Address Completed By(Signature) r�r Name of person to contact Telephone Number 4W NOTE: THIS QUESTIONNAIRE MUST BE COMPLETED FOR EACH LINE OF COVERAGE AND ATTACHED TO CERTIFICATE OF INSURANCE iW 'tir +1rr iW ENDORSEMENT 1 In consideration of the premium charged, it is hereby agreed and understood that Policy Number issued by 4 Insurance Company, is amended to include the following terms and conditions as respects Contract Number issued by the(OWNER). 1. ADDITIONAL INSURED. The OWNER their elected or appointed officers, officials, employees, subconsultants, and volunteers are included as additionally insured with regard to damages and defense of claims arising from: (a)activities performed by or on behalf of the NAMED INSURED;or(b)products and completed operations of the NAMED INSURED, or (c) premises owned, leased or used by the NAMED it INSURED. 2. CONTRIBUTION NOT REQUIRED. As respects: (a)work performed by the NAMED INSURED for or ow on-behalf of the OWNER; or(b)products sold-by the NAMED-INSURED to-the OWNER;or(c)premises leased by the NAMED INSURED from the OWNER,the insurance afforded by this policy shall be primary insurance as respects the OWNER, or any other insured, its elected or appointed officers, officials, employees, subconsultants or volunteers; or stand in an unbroken chain of coverage excess of the NAMED INSUREDS scheduled underlying primary coverage. In either.event,any other insurance maintained by the OWNER, or any other insured, its elected or appointed officers, officials, employees, subconsultants or volunteers shall be in excess of this insurance and shall not contribute with it. 3. SEVERABILITY OF INTEREST. The inclusion of more than one Insured under this policy shall not affect the rights of any Insured as respects any claim, suit or judgment made or brought by or for any other Insured or by or for any employee of any other Insured. This policy shall protect each Insured in the same manner as through a separate policy had been issued to each, except that nothing herein shall operate to increase the company's liability beyond the amount or amounts for which the company would have been liable had only one insured been named. 4. CANCELLATION NOTICE. The insurance afforded by this policy shall not be suspended, voided, canceled, reduced in coverage or in limits except after FORTY-FIVE (45) days' prior written notice by certified mail return receipt requested has been given to the OWNER. Such notice shall be addressed to (a) the OWNER and(b)the CONTRACTOR. 5. CLAIM REPORTING. The OWNER has no obligation to report occurrences unless a claim has been filed with the OWNER. 6. AGGREGATE LIMIT. The General Aggregate Limit under Limits of Insurance applies separately to the 40 above named contract for the above named OWNER. it Date Authorized Representative Signature ow %W Insurancepk.doc\ %W llnr CITY OF RENTON CONSTRUCTION CONTRACTS INSURANCE AND RELATED REQUIREMENTS +�r MINIMUM INSURANCE COVERAGES AND REQUIREMENTS The(CONTRACTOR)shall obtain and maintain the minimum insurance coverages set forth below. By requiring such minimum insurance, CITY OF RENTON shall not be deemed or construed to have assessed the risks that may be applicable to the(CONTRACTOR)under Contract Number. . The(CONTRACTOR)shall assess its own risks and if it deems appropriate and/or prudent,maintain higher limits and/or broader coverages. Ww Coverages (1) Commercial General Liability-ISO 1993 Form or equivalent. Coverage fo include: • Premises and Operations • Explosion,Collapse and Underground Hazards • Products/Completed Operations • Contractual Liability (including Amendatory Endorsement CG 0043 which includes defense coverage assumed under contract) • Broad Form Property Damage • Independent Contractors • Personal/Advertising Injury • Stop Gap Liability (2) Automobile Liability including all • Owned Vehicles • Non-Owned Vehicles • Hired Vehicles (3) Workers'Compensation • Statutory Benefits(Coverage A)-Show WA L&I Number (4) Umbrella Liability • Excess of Commercial General Liability and Automobile Liability. Coverage should be as broad as primary. - �r (5) Professional Liability - (whenever the work under this Contract includes Professional Liability, including Advertising activities) the (CONTRACTOR) shall maintain professional liability covering wrongful acts,errors and/or omissions of the(CONTRACTOR)for damage sustained by reason of or in the course of operations under this Contract. (6) Pollution Liability - the City may require this coverage whenever work under this Contract involves pollution risk to the environment. This coverage is to include sudden and gradual coverage for third .party liability including defense costs and completed operations. wtr wr► Insurancepk.doc\ LIMITS REQUIRED The(CONTRACTOR)shall carry the following limits of liability as required below: Commercial General Liability General Aggregate* $ 2,000,000 4W Products/Completed Operations Aggregate $ 2,000,000 Each Occurrence Limit $ 1,000,000 Personal/Advertising Injury $ 1,000,000 Irr Fire Damage(Any One Fire) $ 50,000 Medical Payments(Any One Person) $ 5,000 Stop Gap Liability $ 1,000,000 *General Aggregate to apply per project(ISO Form CG2503 or equivalent) Automobile Liability Orr Bodily Injury/Property Damage $ 1,000,000 (Each Accident) w Workers'Compensation Coverage A(Workers'Compensation)-Show WA L&I Number iw Umbrella Liability Each Occurrence Limit $ 1,000,000 General Aggregate Limit $ 1,000,000 Products/Completed Operations Aggregate $ 1,000,000 Professional Liability(If required) Each Occurrence/Incident/Claim $ 1,000,000 ► Aggregate $ 2,000,000 (The City may require the CONTRACTOR keep this policy in effect rw for up to two(2)years after completion of the project) Pollution Liability y If required) To apply on a per project basis iw Per Loss $ 1,000,000 Aggregate $ 1,000,000 +Ilfw 4W Insurancepk.doc\ tw + ADDITIONAL REQUIREMENTS (CONTRACTOR) shall Name CITY OF RENTON, and its officers, officials, agents, employees and volunteers 1W as Additional Insureds(ISO Form CG 2010 or equivalent). (CONTRACTOR)shall provide CITY OF RENTON Certificates of Insurance and copies of policies, if requested, prior to commencement of work. Further, all policies of insurance described above shall: o 1) Be on a primary basis nor contributory with any other insurance coverages and/or self-insurance carried by CITY OF RENTON. 2) Include a Waiver of Subrogation Clause. 3) Severability of Interest Clause(Cross Liability) 4) Policy may not be non-renewed, cancelled or materially changed or altered unless forty-five (45) days prior written notice is provided to CITY OF RENTON. Notification shall be provided to CITY OF RENTON by certified mail. it The (CONTRACTOR) shall promptly advise the CITY OF RENTON in the event any general aggregates are reduced for any reason,and shall reinstate the aggregate and the(CONTRACTORS)expense to comply with the minimum limits and requirements as stated above and shall furnish to the CITY OF RENTON a new certificate of insurance showing such coverage is in force. The CITY OF RENTON may require the CONTRACTOR to keep Professional Liability coverage in effect for 1r two(2)years after completion of the project. imp 6r ow ow ow Insurancepk.doc\ iil� +�w V.Contract Specifications City of Renton �r it irr rrr in V w NTRACT SPECIFICATIONS 6 2007 Street Overlay with Curb Ramps top City of Renton 2007 STREET OVERLAY WITH CURB RAMPS SPECIAL PROVISIONS �-Y ti o � o NT •f• Washington State Department of Transportation I�r IAmerican Public Works Association Washington State Chapter Ilr it aw it SPF,C iAT,PROVISIONS 2007 STREET OVERLAY WITH CURB RAMPS lire CITY OF RENTON STANDARD SPECIFICATIONS The City of Renton Standard Specifications for Municipal Construction (hereafter re- ferred to as The Renton Standards) shall apply to all work performed within the public right- of-way by, or for, the City of Renton; or work performed as an extension, betterment or addi- tion to any of the City's utility, or transportation systems. The Renton Standards are comprised of the following documents: Standard Specifications The Standard Specifications are "The 2006 Standard Specifications for Road, Bridge, and Municipal Construction (English)" published by the Washington State Department of Transportation and the American Public Works Association, Washington Chapter. WSDOT Amendments WSDOTAmendments are changes to the Standard Specifications published on a quarterly basis by WSDOT. The included Index to Amendments lists all amendments received by the time of publication of this document. rw Standard Plans The Standard Plans are selected pages of "The Standard Plans for Road and Bridge r„ Construction" as published by the Washington State Department of Transportation and the Washington State Chapter of the American Public Works Association, adopted by the City of Renton, and bound together with those standard plans created by the City of Renton. An to appendix contains the original WSDOT/APWA index showing the disposition (Adopted, Re- placed, or Deleted) of all original pages. lr rr 2007 OVERLAY J:'STREET%PMS\200T07 CONTRACA07photospc.doc 2007 STREET'OVERLAY WITH CURB RAMPS tw SPECIAL PROVISIONS 2007 STREET OVERLAY WITH CURB RAMPS irr INTRODUCTION TO THE SPECIAL PROVISIONS iW The following Special Provisions shall be used in conjunction with the Standard Specifications for Road, Bridge and Municipal Construction, 2006 English edition,as amended, as issued by the to Washington State Department of Transportation and American Public Works Association, Washing- ton State Chapter(hereafter"Standard Specifications"). The Renton Standards, except as they may be modified or superseded by these Special Provisions, shall govern all phases of work under this contract, and they are by reference made an integral part of these Special Provisions as if herein fully.set forth. DESCRIPTION OF WORK This project provides for the improvement of Overlay of streets within the City of Renton at various locations, all in accordance with the attached Plans, these Special Provisions, and the Standard Specifications. ow Each item in these Specifications signifies the source that wrote the item in parentheses following the listing of the section number and title: (APWA) Signifies an item taken verbatim from the Division 1 APWA Supplement to the 1996 Standard Specifications. (SA) Signifies an amendment produced by WSDOT and adopted verbatim by the City of Renton, and shown for the sake of clarity or ease of use,when those Amend- ments are closely associated with Renton Changes (RC). Otherwise WSDOT Amendments are not shown in this document except for their listing in the Index to Amendments. (RC) Signifies an item produced by the City of Renton or an APWA or State Amend- ment that has been rewritten by Renton. Those documents listed above shall govern all work, except as these standards may be modified or superseded by project-specific plans, special provisions or other documents officially approved by the City of Renton. All work within the public right-of-way performed by other agencies or private parties working under permit authority of the City of Renton shall follow these standards with the exception of those re- quirements which pertain to payment and financing. J:\STREETXPMS\2007T07 CONTRACA07photospc.doc 2007 STREET'OVERLAY WITH CURB RAMPS `r. fi # b ` u Z {{ F + i - tIttItII. b xa $ .y � �t} � { w ar r a r �k x + u t h � ,3 yak p t vois J LF r yih z 4, � y � i yq l dt 011 : b < a a r n� 1 .k� f Y .Y ` `' r i '� a{s''{�� zap 4 k"'�^ "� fr MOO- ow tq yi d � �r >r 5'-0' s� t�" , N-77,771, S , s l U 1 The contract plans and/or,standard fans which show location, character, and dimensions of 2 prescribed work including layouts, profiles, cross-sections, and other details. Drawings may 3 either be bound In, the same book as tho balance of the Contract.,Documents or bound in 4 separate ,sets, and are a pact d the Ct>ntract Docurneri , regardless of the method of 5 blrin Tte terms "Statndath Drawl or "Standard beta generally used in 6 sp cations refers to dr twl gS bond`sitar with the spec fi ore documents or included 7 witfi the Plans or the City of Aanton'standard Plans. $ . Point 10 'Vtyherever reference is made.tb deer's:,points, this a `man�M;,tenon marks, 11 referee points, stakes,.,hubs, tack, etc. a bCished by Engineer f or rr rl ir�taining horizontal 12 and vertical control of the work. 13 14 Provide 15 Means'"furnish and install"as specled and shown in the Plans. 1s Secte Secretary OfTr n is The pbfio eicecutiVe officer he Dep rnent and other,aotb+�ced re �tatives. The 1'g �`ohlef;. executive officer ao shall alto .r+ eir �for Department of 90 , ftn ij WIdinoublic 111rc�rks 1�dml tor. 21 22 Ste:bra�ri s 23 Sarno as g Drawings"defined in the Standard Sp+eci at 6ns.. 24, 26 I PrdvlsfiOhs r, _ l t 'Ahat apply to an 26 tkaris to the stand, speolfrcations. and su=be �27 individual project. The s € privvisiions may desc °°the., tins not cover. 28 Scach wck shall comply t the dal provisions ar ;� bons that 29 why. The Contractors lit ali costs of doing this work w the prices. 30 auto, a refer to The 32 The state of Washington acting.#�roh representatives: '`he Spell als 33 City of Renton an d its authorized repr`e ent�tives where app ble. _.. , .._..__ _. 34 35 Sup emtd Dmv in and IrWructm SO 36 Add ic�l iris#n tint = y alt,request. of Contrec or rneans ref drawings or 37 documents necessa . u�the Ito,, of�n ,far.the car ���n of file work. Such ry 38 drawings and instructions"are pornslognt 39 Utility 41 Public ar,private fixed improvement;for the trans a: of s, poorer, GIs, or 42:, cxarirrlcttlorYS :and shill ae y crnrstoad to include tr< al rid l und+rir+gnc�und 43 wires; cables,pipelines;conduce,duds,sewers,ortdr draips: 44. 6 1-02 Bit)PF lott�Ul � At4© ONf3MONS 47 8 1-02A ton cif pr tp l 41 The Third paragraph is revlsed as follows: 6U 51 prices shall be in legible `figures and words written In,laic Or t►cf;'l'l fe proposal shall 52 rncludew 53 1. A unit price for ear, (tam digits rnor® #yep f€ur to.thee, of the 54 cleciai point), each.unit price shad e e written rn wad; the 65 ►rite+ n words shall prevar'� SS 5578 1026(1) a new section. e�rr.'on asps 2 VIM A &�smi x ,� Am r " 'sue , 3 a -, a ✓ 3 x ,.:� ,, ��,_ �r � '�� �-?'�* t +, z' ._���r 4� ; r..+;sad .� "s.fl2}Y �: r r Or wo i ' 4 t f e5a, 4 r ,r OPP d { r r x� o- ���ns s � wd 1910",Wif er • f Ct • f • tri• s ft� • • • • ro + :d. -177 liff • r� s :._ _� °s:J-. =° a.°.L:Ir.0 �..1 li?..,. .: as� � l a1 { a '_;ib s11 o s� :.@ :, ' ! * la. LRt��.L s • lA�. °tA1. �l ! a i Y=S�.�l.= •-+ 1;- I � s �°t= 1 s ., . '1k11= sym m ., s $l �. �+111�1: ':� d1�s. _+a= s .a r - a s • E,.__Lis� _ �1 x +=m a.a.' 7 �.k- wIIIIIIJYI l.a�d. .#... "a.:n E`.°. `r '.:,.' .. a"�E.4.�; " THU 111` " _ • s' • Z;• : o ! • '• a • ! • • o• • all " fr • • • ! • e t • • $! t $ fi mt ! a� i t! • y• E f • • a ! s $ • r• • e' • a• t f b• ! ! • s d f k R Y. i 'i q Y� 5�t}a `<F��� I" ro v�•3"' � � � �� y„ul.,1-'�'<€�XSa'' 2" �. �,aFztir�r s t g : gy ilk I W .., s t k r h � � :, a:.•p, 23+ FS-,. { i, „vvrr""` a r �X: ..s E O r t ndli :i a ; i,-x?x,�, d + � � �q,Y Y,� 5^rte, ?x,.� A�'f �i �w"� �c� =a � a G i � s.n Yt rid§'�� pti ^'i�,�m � ,r•� a}� �p $�' 5p l F � Vdf, 6.. ✓�''� ,Ede'.' $� c Y f � tit s k u yr a F ` f s M;it ' `Y'` 1 The,Contractor shall-caire pr s�ro makes, mar�CS; and other reference paints, including . 2 . existing monumentatlon, set by treating Ag®ncy forces. The Contractor vll be cherged 3 for cif t`eplect ,.narksrs a ntbo` . xla#;were not t be diturbed 4 twt were delved `.da tr a+ fi� e, charge will be deducted, 5 frost monies due onto bra dui to the e✓antractor. Any Glrn hX them ;fc ; e cc�rnp�en bares alterations, 6eaantruction.work due: to error in the. de, sttll no be 9 ed'untess the att n#'i set bY, the or unl +ether 10 safact . suterttia v rive the errcar le ,« Three 11 c nseeu set:.on'e cir d tie the rh � � anY. 12 varlil f a straight�'brdeW such varlatlor "rrted 13 to tl n neer: In the a of;such' #tie Carer shall tie" a error in 14 alignment ar grade. 16 The Contractor shall r other k .be 1t ;iy the 1.� 1 1 eer AD .survey �; ,be n accordan nth ' # i 1 �l l tV�It�IC T4CtAf of these s 20 The Cc #vOtar shell ► �'field natos in end in s format 2i sret`;by thd.�ngineer, $fin° 4A, t�� Tl a f l o all survey work by the, Ctf (ft- 's ei��t''.,In establi�hir ��t x F. + es. fcsr f e 23 co warlc. #hest�ltt,11 a# II l new' M ari request and , ,om, plgtlan of ttte rt v rrtc the;field ar be ak 'submftted to the 25nrteer end becar»e'the`prac�y #he'Contracting' 26 e,survgy,work.pro �the�ntractar+does no#m � of the� Weer, . 2g; �r1 the..Coritatar shell, t1e , gl�r's + 4 R l or 29 �a ring the sore k � sdry w�w111 at 30 tho. tratar's expense: � e�ge sutvey. eer will 31 be ctlucted from manias ds #oo due the Contrator. 4x 3$ Alt ,ste=for sur`reY we reed to b perfarrted by!the sll tcluded in the i 34d frir,.the varfouttr� 7,j-71, , the h r ? # iwd1 in the laid 35 far "CattractQr per lump Burn k rncled In the 36rttracts.' ` Sectlon`1-06.4(3)is a new Win= 4Q 41 1l�en � ck Ski W n#rar shad 42 the sank r f+ rr fie 1 of. 43 the'` t ao#ar l' 8tY '. need team r r• 0, direst 44 ; Y of.:8 1'dad but sreYcs` of �ltilashington. All' 45 surrey 1PVatIC shlfi.t dam its' nce YY1. "1. 46 47` The, 4rltraatdK v dlt?r �r s trafbrm the 1 .° r Ir1kt�ng` of err®rs, ,rte nrles,. d� e��the` r that preventw�a11#st?tiar erUorrurveYcr 4 ; from t rcl� � Ow n ' t ;#he . s.All orS, d�tepatcle&� a h+1r��.err �` � t rigineer �1 Mere the survey~�r1ta be d} � -The. orrtrtar ►� his jKj 64` �n a warier toffy iron► r `l .the - theme::to remove a sY � ndr its before 56 �►hysl ll remevIng 5$ The suryer'shell . �` 1� M too �? t1 � 'TOW 9 C � smell ;�r^ eyri nlalning 60 aacfate As-lwut' t p = ` ' r. #A S Aew"Oi ps t I f Y' �c AF s ',,; � 4 w ^^ I �'r�f � E � '� rm� �� �, �`y i��x K # F �,3"�f�i�s .,�,p•��.�"���'�.��< ��-,:.� �'���� �� r �%'. r< A 7 � 1 Arn f OIL'� Now, 5 Yr C k y� Y �d sf 9 '?'+A+R jr 4��fhs .P t}„C u"Y_g} ,r ;Y, �N $•wtr.1y- � $ 4 +h6 f*�Z."�;fi� �tH�p � �� a„�”. }<r,,:.iY ✓� � _� � � � # /",� hA; 1. z z�,� .. �„y �+�}s. �# '�'3�'`�x� �°s 3'�. � .. + � ��� s-4,� r p sx� �a.r`g�. ✓ ;S�^"�t�� ��' r'� d�� 4 x d r >r 1 i WW Aw Ew Kai � j y C = d t xyYVw4 R,y�, w +' x +��v '{{�7 y x z� 7 1b ` g z f< a 1 1-05.11(3) To i 2 Section 1-45.11(3) is supplement . AS tolloWgr- 3 (** « , Unless'Qtti noti looument , Contractor shah give Fnrreer a 5 mir�lr�tutri` workm�tle ��` a nte:for each tit�i ctron. It tha inspection "61, rs"by:anothttrtirity h± ► r r;iwttrectir s)� mir,ir , of 7 daye';notice of the Wp for sttich irseird es of,fispection 8 by.ather at horny than En0in' be.eecured yCCo k. 10 1-M, 41- 11 n: -0 .14 is suppte� e�1 a�totts: �'13 Mractor shall aflorirl C wrier r d dh- contractors °'fist the :erect reasonable 14 opl ism+ fc r ,the , at of their ate. the, of their .. 15 rosp t work and shale i�t nnect find irdinate± tbr's work with them. .17' itrtgi#ies, districts, a8i� ies,t and oontctors Who may be Onnriin the.project t8. area "'are:, 19 26 /1ty y�{' 0 �y r u��d[1,EEi(ye, r ( ie r c) ut 23 4 Benton(water sir',tration) 24 5, k Water C� ,26 Privat+e tx�rttractirs etrtled by accerrt propertjr,darters 26 27 .0rcr shall coordinate City Qf Renton ter, . Irt aiay en$ electrical 2 ser a abbnet, 3t acWn,"1-0 .18 is a new.se t 34 , Contractor,Amimcom, ri1 td pprct�►ide rCrcord 35 ofi rthis the 11!iary b o �by pert errtrl�ae in a hard-lx�und diary bo ci :the,type 36 that is orrtpnly'dvai :.00nin's l ou s 1# 'terry rrru .co ►teirt the 'rs act 37 and. ,tml r; I.the 13iary is irj � `tom. this in#ormatt mint r on every,P€ge: 38 The l ,a+ust r` G fined by fait act 39 supars) daily basis- represe ail 4,0 ihe.o t"acuities°€tn a e : 49 . � At� hkinuro, '.�s��o basis 43 y' d - ` 44 woether' r ,irin ngds thr ' 46 A�.'cv�trtle#e # a1 � `moo `s ,ode n 4 referees t© ice Prw rd an 47 . ` eurtlY do 1n the Plans t+rrttifyIiilon#descrryti+ah of 48 phdtc►� s 'v natty. r < < 49 4. Arr entry r . h .:� ahartged canlion d or tltl..da, ym 5Q inaderit,r any riatut + Wstver mht affect. 52 + ��• b Corttractc t future red 53. in f tt:°fir► a�#stpr` and othe same, � _ fiat $ eaC ` Y b'Y 58 9. l i #i + f; rttrtc 's # xtprtti4 tai`.tle sue; + ► thy., Idla 59 equlpfrient on the site strli'best and dnated arrle gg A9 4t k4 Ao k s8rme8 ft,lft) x N t Y t k �t ry m st� A ., f e1 r r Sri page � . lo t t1@ i3 9 5, der p ow SO �r A Otn ' 7, k t � Y Apra #� "YV118E Cpi 1�atly 27 28 : A .. 'M . ' ., '; lam ` � ' . rtG� 41 M1 30m `F e � �5 1 ry by Ott # � �j M itTt �: "N w"W .USA as 4 y A c k t .k ) w$ q } w : 2 Can#ra r all erect and pro po �tairw, at all-times, as required.by the cbn�a.aid 3 proms.ttf the wt>rlr,all necessary s e ds r pr�ac�of markers and the public; shell 4 past anger,signs'NI arcing sit t—1 wrVor`"t"' Su l t tw . al#,claw nata as Sa#sty 5 Su�rear' a renhle erltse .ctmstra ►n site t ;duty, shall be the 6 enforcement of safe hie ,andiiOn of such peen designated shalt be 7 reported in wrng to trctar, 3. C��ntractor`shall, at ell times,'enf ;alert discipline ark d !tfer g. 1l ®mpioy®es 10 and ;h6no t empiay12 Nev sancta n convani+er for it ::use cif the worker ran fib; opo y secluded 13 frotn observation, sha{l be pividad and malrrtairte bit�t±ieoe. 14 16 j i:6 won 1-} ':fi is supplerhentoId fcrllovve: Tktpr , easements,and�f of entry moments that_heve b ire avrailable 19 rrsp+ecticrn and review. 24 21 �ractc� .shall be.re r d to c0,Y � all 1�, � the ��?�. m�ents, and 22 rlgti#s; #ry, of na.adtit + :- er: Contractcir,"i lutred #o lrrdnlfy'Uwner 23orn:cla3ms on all easements and des ertr 24 25 All =rmft%,licenses, etc,, sal be the responsibility Ctrtr, Contractor shal2S .; r,,omthe special prt and regir�rrients cif each. 28 Peirri^lts, prrnisson under frames, � nses and lrlda df a nature nece , 29 for d during the prosecufti of# !work, and inspect n�s in:t� #hei' shall 3tl be secured and paid:for 'b "t n# fir- lf, rirner is refit + Pt+ t e h ► 31 pet"sion winder francl��es;."bce and bends, annct ts#s rncunred by 32 G1v nrsr thereby shall be charms ag lnst C.Qrrtractor arld dedd� k,a rids otherwise 33 dub ontractdr ' u # u Mrrr ...n.++Fb fM ,... .� .r�.+gw'-T yyW!�..Hw-.c.e .w#aweW,+-•.+wyM,ii .. . 35 1-f17.1 �} I�a+cr� 36 ©ele#e the first sentence cif#h+e gird rer`artd rep�e it with the fol wing. 8 Con#1^�dr ttM u Is for:the rtr�or ,all'subcontractors 39 and lower to' W ,' � his funding so 40� ObAl 00 43 Section 44 * e and Submit a 45 act �r�tra for=�U�'�66iwrat�r ' ns�l - end br, 46 copy'.of the of:. e� , a , Pair A txfshce". A ropy c#f th3s 47 document�rlil bew u`64� #he'll 00'M , 49 1`= 7.12 l"ederaf. { 1 rJQ �#lr i 1"t17,12 is sop befit 1�� f Ot rt�tf: I 53 'the f equi 6t«1 6,n ' t Rrt� l strt n aid the 54 rrdrrlents th6reto sti, , r ltGtrr prt vvisl+t 0 .;'± are; ade a park of t It xp tided,..flt?V1ted'E3r,`. . `� ot, 'HWA 1213, as dthe ad, 400:less restri�i #Matt Washirii�'date �=#1 rt the W f{rngton 67 state,l.aw 58; 59 `fhe pra�isians , Ft�'fyi4irnded; laced ict that: , 60 Conti ctdr insert the l-tV1iA; 1273 arm 90"drnents there#m ►'ea�t.$t trap#, together FINN ASPS �, '10 r,.a m,i*� 4 s '�Z�.y t [' r 4 t � �e t• r a ,��- tF t rr W `U 111"Irli glh y _ 2e= t m WWI° 2 J -� - n�*��a k � ��„> s+Fa z� x� tm s, � s� s`k,, �'�. a ate. ��.tix � '•` t s yF r n f} g x a L '^� y '$W�'��t r z � r �; 2. �r��� � ,,fry �� pp•.mg � a w *``f ' � �� ��; r � ,� �� R k t k S 7t I k sr s XN „ „ 3 � t y „ y - � r kwb a d FF s I Wit qzv r`r r 1 dx, ns J,7 L,,•t y z x J ( ? 4 xg V n � 4wi 1 2 The contractor shall use rifte wheefequipr>ent sirhilar to the smelt tractor--� beckhoes 3 used by sides ►er.,contr ct s for li wont, irlctuding � � � backti - bn easet�nents 4 or.right�� y'whlch�htte"awns Ail fes, a�,fixes,or othtrporery 5 obstacles aha be.rem �► c or end r�Face� the trench.�s 6 be6106df in thelr od . tractor shall h rfy tho ng Agency and -7, , property Omer at least 24.hors � advance of any Crrk tfOne on ;�mnt<S or rights-ai- 9 way. 1 Q Damage to eXistin stnxtur of easement area that aril t dswatetrg 11 ndfor, other cons rw' '6n: miler this` 'oc •. .t4 th r ong l 1 "'condition or. betteC: "l he orlg q At shall be est b or widf 3 rts� €won -rriade prioir to "All 'r rk� �factton of the 14 : orty Owners anal the''r Agency at the ex of �rr pr 15 Streets. The • alt responsiiiity of rption-°+b the str#ace of 16 all streets'(traveled ways)u ',. ;�damaged. -17 ' i8 In the event the contratr haste,labor z make 19 necessary repaFrs, the o hed so` nform theta kractiog Agent wiH make the r�ssat 1 rapa,s and the cost c a s t®.paid by the 21. cx�ntrat;tar. 22 .23 The contractor is re aons�le fctr.id rtflfy g "and. t1 an damage t is pre- 24 existing or caused clther , "` oil, t�f sxcaVatip seats shall be "dtane in 25 a with the cif Ftentott}Trench Restorabon h available at 2fi. the Public;Wt s d rent Bomar services c6tink on the F a #c►n City.Hall, 27 i4 sch,Grady Way " 29 ;'1.07.1T ft ea aht t'k r s, 30 flan 11-07.17 is supl Om bar a tit : . 32 Ex ts ' un ties ndi€ led ih Ply hive:been # `be Jnfo►rrta�oA a it t " 33 ; tor► neer irtforrr dad shy.or irldit� tract,C� curne $4 rest.to exls#ir7g orb car services et or to the prefect'sit are 35 ' based on infori natidn end Bata �urorehad #o Ch�ma�r � r by canners of such 36 underground fatitit�es.rr flthers� �owner endt1rraer r rponsibiiFty for 37 eccurt ort;orn# etett is to be u ter atxavegro�md or 3t3 undor8ro facFlities not shin.ir7 PFens tray be en Tcourse of the 3 a wor 41 ill ut� rraFvs manholes, errpu 41, lames which aarasp>cutsasir. ctn a t$shFan NInatler'` tnd °ate thtr #3 to # :`t etel'tt1rhed ngir'i@er Qr'u r aprkl it?ns, v�ther 4 ; ; undergro d rctalti t ttiW c rfui#s,'such as ', a er; ale nc power''or 47 tole +ll a are faawrr .the`M". , �!. ar, Fc r ttce + g h h iF 48 .z assume that'avery.pty' partsel l�be $erved lr a senricp cttaion far each type of 4911 /. ' `s cts 8ha l checkttb the u £. rrtpa`r�i+1 tom' cam prior;t0 cQrt"nsnq dny area stlalt „ nd5 ciearane 53 rns nth the cx11i►ed F ail 54 acll�tfes in the vFcin th- va{+ 1afrea,iava S e ” � k v 5s ` ir►addition to rac;t h alt ? 1 ,#rac#or srFl 57 have all ues mid mercer they are rtltd u1s Mrtct. 5$. * fl r gxt r Sy a 4 s, y , � � �����_ry ���� :" ��¢ aA.«x¢ ^`,° r Y �t � t# �h u?t 9• Tom,v�3' �5��'fi � V� # �.f w'� a s 4 Y a r,+��V a a;� �'� &4�� a � � �f '•. �#�y+� " ORAYO Z s .. � ��� � ����, fix, x ✓.x -�.,!$ X�? �'�,.,� ,�5 � '� 'i = e i , t an vau of ,5..; `�,,, 3a. s a 1 ii1197 f kq_ a # k wr. x y 8 00 00 P—W toF ls., j 1 107.18 Public Liability and Property Damage`tneuranoe 2 Section 1-07.18 is deleted replaced by the fallowing newsection and subsections: 3 ***� 4 5 1-07.1$(1) General 6 The contractor shah obtain and maintain in full° force and effect, from the Contract 7 Execution Date to the Camplet1bn Cate, public liability and.prcpprty�darnage insurance �. 11 8 with an insurance c©mpan 1 yr(fes or through sources approved by the State Insurance 9 Commissioner pursuant to RC 48. 1(f 11 The Contractor shall not begin work under the Contract`rrt�tft the regwretl insurance has 12 been obtained and approved; b the Contracting A Iurance. shall provide by p. _13 coverage to the Contractor,' all subcontractors, Contra�� and the Contracting 14 Agency's"consultant. The.coverage shall protect :agnst";�crrrs ;for body+ injuries, 15 personal injuries, including accidental death; as well asUdA for:prc'property damages 16 which may arise from,an act orpmisslon of the,Contractor or the subcontractor, or by 17 anyone directly or indirectly employed by either of them. '18 19 if warranted work is required the Contractor shall- coverage-an provide the,:pity proof that insurance 20 d,limits established under the term of the Contract for work are in full force 21 and effect during the period of warranty work. 22 23 The Contracting Agen7 may request:a copy of the actual declaration pages(s) for each 24 insurance policy ef#acting cverageaj required on the-contract prior to the date work 25 commences. Faflure of the Contractor to fully co� durrrge term of the Contract 26 with the requirements d crfbod,hereln will be cons erect a Matenat breach of contract 27 and shall be caused for irnntediate termination of the Contract at the option of the 29 ContIcWtIn Aency overarms 30 As part of the response to this proposal,the Contractor'shall submit a completed City of 31 Renton Insurance Inforrpition form which details specific coverage and limits for this 32 contract, 33 34 All o6verage-prov"11-0 shall be in'a-fa> andt�deiwrttten-by a- 35 ` company acceptable', the Contracting Agency. The.Cl r uires that all insurers: 36 1. Be licensed to do basin+ ss ithin the State of Was r�gton. 37 2. Coverage tQbe on-an occurrence basis (Prcesfonaf lability-and Pollution 38 coverage:are.acceptable when written on a clalms-made basis). he City may 39 iAls© roqurref proofr of:prcrfes lanai liability coverage,be provided,for up toy two 40 V2)years.afterthdcompfetion of.the project. 41 3 he City ma request a `copy,of the actual declaration , .for each 42 insurance p© cy afi=ecting cx�verage(s) required by the Contract prior to the 43 date work acorrmarrces.. 44 4. Possess, ._minlm�.:*,'M.1-Rest, rating'(4 AVII (A'r'ating,of,A or better is 45 preferred.) If,any Insurance carrier possesses a rating,of less than AVI1, the 46 City may make an exception. •` 48 The City reserves, ricghi, approve the se+ urtty oft the insurance covers provided coverage 49 by the insurance .company(les), terms; conditions, And,ithe�Certificates of insurance. 5o failure of the Cciritractor,to fully comply during the=ter�rr� of the=bontract with these 51 requirements will be ccrosfder el a material breach of'owffact aria shoji'be cause for 52 immedi irate-termination of tha�contraet At the option of lofty. ;r � 63,54 The Contractor tshall obtalr and maintain the minimum insurance covers _ stet 'forth 55 below. B�y,requiring'such s�rnlinum insurance, the City shall. not be deemed 56 or construed to have assessed the risks that ma be app ai le to the Contractor. The 57 Contractor _shall assess Its own risks And If deems/ appropriate and/or prudent, 58 maintain higher limits and/or broader-coverage. 59 60 Coverage shall include: '] REWON 08133 id - g3� ➢ z 14 I let mul x � � `- #� z W'T tA 3 a F j. J DO KPIN "i( # � � r r P . 44X Nj `s^ ISM fi s � k Po ,20 it o i 4V x 3 k F r 4 F 3 } a x � *General Aggregate to a{ap1 p r: ►r t (ISO Fo m,CG2503 or equtud�� —Amount rrray-vary based+fan risk e t. bty . WNW Bod7 #n1u " 1; 10,U >7�arnage MOM) nakif it - t Ban Variable svera A . Shcyw' Washington LaMar, and fr lustries° Eatb it' Aabiitu ch omurrerlce Gene w A gregate=L#m#t $1,t0 000: Productsl�ompleted 1, + Operat#orts Aggregate Prafessienal l WNW, jf, Eech Occurrence' $1,ODt? t} lncden#1Ciaim Aggr ga#e 4001( 1 2 The Q y may rears the�l��kCTC?R to�C�ep`pr ii t)�coverage in effect 3 for up;to two(2)years after`,�rrrlpletion c�#"the project. . 7 5 The GontractQr shall prQ�`;� the CITY n��+�' -in In the eve rrt any 6 gnera# a re a# ar +er elite iirxii arc redid r± a se; the {t gg 7 N`TRA�OR will"re no, a to"to �urni i entl > raqu#cements as stated`in Sln 11. 3) and; Ish tti±e #7 �" N a 9 raw Cert'ricate'of In coverage i3 is fart . '47.1 Eyl 11 )Mthin..2 Y's _ w id t�f evrdenGe d# 12 irtstrrartoe by submitting WWAA #fJG A 13 1. !city of, Reri#tan insurance lnformaftoil ( :Herein) without 14 Modifica#ids, # 2, Corti idat �nsu rd.Form ' c � tc� items i6 `s s # x-07 ! g ;o as revised 17 above, er'r, � [ fotldanrs: A. Strike the rir sifrtilai' worcNng= "� ertate.is rued°as a 19 matter tf s n°only and confers ;no rlgts t the Certlfii;ae 20 2i Stnlcs r ro ! r n Nan It tb - 'Tall 22 to mail sunh hta � imde .pr,iiabr 'any"ttir upon 23 the. py �r" ta 2 Ar + ?t art o1au ttz tray rct 1 'nora-teiwed; 25 canceled ar �+ chi te . 45 t pritr, written 2ts. no tice. prcavlded #y ict##�eattort a� beiidad to t City by 27 lJe7iVwai{. �. 29 #fir Fr +e lbnal � !�" 16wo r`#tk$ 30 Sp Me# ' f 31 -fir+ok*0 #prQVide h 11' _nQ� tin. 32 34 Section',1-&.22 fs supplemrM#e 4* ftte.�ci n9: 36. Explosives shall not be used without�sPe ,authorltY of ti10 er, cnd then only under 37 w �r�ss € cl r<e ives:shah be handled 38 and used #n strict trnpltr► tom- and, sum . ws,,rules and recute#ibrts P, REMbN tSrss . . P now Jf rY,v _S'k � s�iA 3t � k: �" � �f�S #N�•$'�i'"jtt �'�`�.e s�'' '� �`�Y3i�ai7 rrxti.&r, �t d �F�k s�{�! �r'�`� a'y.�� z { � srti���r€,ny z�a �� ka 4 � •"+ �'�! � �� '� ��,�°`�. `yy�3 :.s'� 3 � � N _ t� { " ,x � d: d � � t k ss S r.,.:a i �i f � ' 5 S W,V , ma py z n f r § a ss ° a 1 ' '� s � ur �'�tiF� xa�i $+�1», �:''h�v",y t / e^` y yy \r�rt�W/***t t,��� { C E x k 404", 0 3� ry Wo ho �e, F K jg r 3� p ` r$a „ i ;r +M- 4 # � x k C tax s ug mz `e es xi#&� 1-08:4 Pretiminety t ` 2 IhW,On r t r + 3 The i gi er"iii fur4ii tip Cc tr�tar'�h t+a a s d' ,.the: tract 1 �rtts: r. 4 gccttt dcct�rrterYtsl.i� f� at: t9!f pductic�rt PrierCi 5 undekin each Part " .tipttQr shaii and care Co 6. ntract Currents and ch% ►+� jrtit>ent f€ ures n an 7 , field Ymeauremdnts. 1 D tt Engineer any $ i � r er discrepar�cy� � t.tl e a t©r may" r+►E� fi© Air the" act hie exec ms; but pAw t©`the 11 pretr tan cnfer � i hei fitert the t;cttr , er aid such t�thar 12 fnte�e d irit, s as rnay'be d k 13 14 The Ccniractr shall ire Ott the prnstn� #rru 16 : 1 ctWs j n arn3°: gr ; 18 Approvaf� rf , ors nrr n rac ars f different t , from 1* t: a wo 1 t; ►. .List'©i.n terials manufacture Ah M460 matelial'SOUNOS en4 2R ► Names of,pripal ers. 21 " . , C)etiai�ed equip rat i riding Rental,R€�t� l�rty {bra 22 � . endue 23- 4. W hted fps f rr afl ernpitiyee cl ssifi tt� tromp t l to be used on 24 Prc�ect '" 25 ► Cvstreent bdt far,iu�anp earn bid itum�s) Sha ,. +s tint) 27 , A Tra is Coo l - ! 281 1'ernpcarary 1+Ut�ei±j 'ssi rrosi+�n Cittts�i i'irr 29 - - ; 3fl tr�. ttdttian,the Cctt�tbr bar+ pared to addrs:> NOW 31 �or�ds n�suee' ' 32 Project Meets s S , to and'responsi Prau�siQn fear�napd+ t mateiais,frc►m eut� nres ; ` Resprses�l 6 ti utilities 3fix" :Tt stet + t a # t .it bar-anther- 37 " r✓oniptiance�� l��uments 4f VOD* 3$ Accept~a*aria Labor =t _ic 39 tt�ns p ty r fttars' eleye$° and 41 represen o �� � �i�lVi■iii`� ,�yi. '# e�A7i51� 4 ` t?rograss+ stiraatesur+ r p ! t o 47An y►ant( ` retttry�*} '; rnn ?tractc�r Any 1 r1 1= C?ther car�tz'a The fr :.sages be r, s t f ►t = rer n ' ate'Ctntfar stif�ciltl be r ate for taw tl1hf endr+ rncu�, Section 1 X6.1 fs"supper end as 59 (**« } liem, 06P . , ,. a� tllLIL S} c '4 4 aTMTMrr 9� Y J 1W 2 � Y k s _� 3 x y Y ,y� + +r s � x� J ��n✓��z �§ � } s r'�`tl §r �" �"Y4 yxt r " � � } -s ror x, t� ` z _ f � �� F f J x c �y.a + tot 0, ,F,a�,y tt'@ el 1 Weekly Schedule. OonVaCtdr ooh I It a wpek(y progress schedule to Engineer which 2 sets;forth specific work to be performed the failpwing week,and a tentative schedule for the 3 second week;. 4 5 Fatfore to INalo�tal'n I � e Engineer Vii � ctuat p ess cif the work 6 against the pr+tres �h�e inimrn of twb tlrn r Math ure, but dust 7 caU$'Oi .tt0 i n rc gr'+it }irt + ►}" a with th, Saul shall constl#a to a 8 ; .breach of otitrsct. flfgh ►!t � f Contntor, ,mil dotroctlon schedule 9- artlot be.rte `wilt oegrfr oracttr#o:s o to ecikdule# .Engilneer for ip oltou . ,,l`hs apprdVed revinS Volt' thereaf#er °,oty in tleo� of #fie = 11 ooigroa!schedule. i2 1 t=€tllure oaf Cr#oactvr,tof foticyw the progress schedu mod , including 14 r4 i taro vthereo#, �tl reeve C�wna c y and eft"r � r "f ar►d' naklr g 11 15 availablOA ll or a 'nn ,nfe ,ate, and will ret sve �! f an�r repporrsibiNty for 6 delays t© on#r �:or for pe o rtl a+�f tie�nr4rk. 17 uls, and 18 `I hp.cost.c p�repartng Preen , any i g ita!ety mules shalt cr�n�ld+aol� laidentat#o the cc�mpensatiim 20 shad be rnede. 21 22 1-0 .4`ProWtipt Cif 1N 23, Section 1�Q8.4 is supptsrrleli lows. 25 26 'fie` gir shall give'the tW ten "Noticed is t 27it .`Vartcsati Iguo wrlu 't! ipt of hTotx ; 'o � 1`vvcuk,� luding 28 'pumb list'i s, InWt b e letscl v �;t :s ec>fied uy + ,_ A, ac 3 warlr nays, 29 Fngioeer shall give the moo• t h list of items noCipoj c,n tl contract. 30 32 1 $.5 `fame For C sup it 3 �� five paratg"raphs��' ie�r►:f=��:���i3 deleted.and twit= °the f�ollcrivin� .. 34 ( 35 Shall b+a p1t El 06 In ids er�gr�r the Ana specified,in the 36 Contort Doc "rents €►r o .. a the Engineer he � tcsfriN be stated in 37 "�wtttg;da ,�,sftatl. + .pt{�j oe Yo toceed t�a#e, ar>d°Wig. end,or1 the contract VVFf1 ate. >.. F 40 ' A nonv rking'.' y'!e;�tFted,$sr:,a Sa a SUnd r, ! 0.elf l the contract 4 t` etty s a .January " V +: r 42 �ytttl .t'#t <.' P*o C?a . tote 43 dayiffo a Chtros, yfrtrdios . � 'aeday orrlday. 4�4Ctri�i9` dsy, aft± Ctidsla ' e nc?,�Y'. ? � la�tY 'accUES c��rl` a' Oldajl, '_'M'J" YYi7Wr . � rV sir? , th� iPYQ prerg 46 WO(king days;dell i s� _ �o hrisf a`dad ar UrS on a.Stmda 47 t '< .:days ed hf +s. Vten 'tlidays salter. #ttatl Cr �asfah a � . fdayoted as a non workoo�g.day aood #h a worinai srh h y�> 58 ' ► +�?%hts tt' tshetf tat r 51 fry reps is ` s be ex edethtGh ant #o tom. 1 � ing:,With Into #d t+rt ceed�a df a day i cis. desog led a to=# ntraot Tfrne ao for CIO y 55 ra +irorklrtg day,or Mtn'glni � �Wit, day 58 57 The' W'wfll fotr�ish the � y rein sl l tie r oroa r c working 58 days,Acharged a inst the rot c fo #! prece!d� :the Ccmtr t Time fn ga 59 wfl days 43) #he, nur of rnrar days remattng trt tea ( ' tract ine;'' 4 R "GN GPS , ` ✓ a � 4 S IE { � 3 a 1� 1f tv Am M1 k a ! Z x i � � f �� ?�• �* � k mom„ � ,� *„ s ,§�,�.. '?x �� � �r����� t�, p r s { S r 'T 44 - t� b000d Asa g xr t � 's � �✓ d� x�rw � � e s. ' P's 11,41k,i 'I Ot x 1 „-. 1 _ � .� 'Y 'U ��3 f y 5 i ✓ NIXv ra f 2 1-08.11 Contra ct+�r's Pfattt�r � 3 ° $h€ll �t � t ad tr� � tQr tJ�e �tl � 4itsg,! hettd t ����� � t ► tav the right: k c� a� � 'en equip it f any rtirk 6 fi the set>taf dirk the3wrr'0 h t atrfi A xtrrrtc and id i 1 12 ►#" ie:fram th e tt _ thy e�ee e n 'ty v� "M COO atr ra � x ' r ; IF tam, t {y x i Gr{ # 4 4 ( #Ee t n � �* g, oiV~be wrt, > r x z „�",. t ;• � 4 ��r# � �,�.i 4f k�uL'`g'".� t A-,� � � y"f�k` "�:e �, ,� i - � c s to Y WR 2 It A� 1.ii 5 7- to J h v t ORC TX v� Y$ q q1 „p r�r yr s` 7p R A., f r e rrCA� 3 a 1 FOB &rojoct site, or,.if specified ire °the Special Previsions, delivered to a designated site: 2 Materials to be "furnished," or"furnihed acid installed" 'under these Conditions, shell be the 3 responsibility of the Contractor with regand to storage 0f,suCh.items are incorporated into 4 the Work or;. if such,Items are not to be incorporated #nto,the work, delivered to"the . 5 applicable Contracting A e ncy. orage when provided for ir the SpWe tions. Payment e m on monthly et norated into th6 for matirial° fumished corp 7 estimates to the extent 6i lowed. a 0 1-19.6 Forde AccoiUnt" 11 Section 1.49,6 is suppiernented as follows: 12 ,►,erar 13 To provide' a common basis for a#t"..bldders, Owner has .as included,. in the 14 Proposal, dollar,amounts for all items to be paid per forcer�a �r�� � i�;d ��amo�unts 15 are tc become;a par# of�tritcitQr's fatal bid. However, Owrrer Rio#warrant expressly 16 or by implication; that the a tuai`�rimount of wQrk will oirespori�d"�lj estimates. 17 Payment will be made on the'basis,of the amount of Mork aet . authorized #n writing by 1$ Engineer. 19 20 1-091 Mobiiiz atlan " 21 Section 1-09.7 is supplemented as foows: 22 23 Sanitation 24 25 Portable toilet facilities 2s ( ) 27 28 The contractor shall furnish portable toilet facilities, at his expense, accor#�to WAC 2% 29 2302+6. 31 The t-ontraotor shall provide and mAintain in a clean, neat, and sanitary condition "any 32 eeeommodativris fior the Coritrector�md Omer em oYees that are necessary to Comply with 3a the r . uirements acid r re egu1At1 ns, of Mateo as. m6ht of Social and 34 Hear Services and other s. The.Coritrt ctor shall: PU nuisance keep aN sus: 'dispose of al a in a prcaper manner acrd leave the,"Project Site in a neat and sanitary condition. 37 39 iiAobili a ►n':shaA a it Clt bi i t rUitecl to,,the foudwrig item. the r v"ant of 4fi tr�r`s "personnel, SUP 11 and° manta � �: rojeot �; the 41 establishment,of an offir , ilding , an+ other filiti+k .reeessa on'the project; 42 provlding sanitaryry .facilitlsrs'for cont t oar`s pens+ r~rreI and o efts or licenses 43 required to complete the project riot furnished by Owner.' 44 r45" This item shall.also include .pi?_' Ift l=ngineer anti lni�tc�rs with access to telephone, 46 facsimiles machine f arld machine duriri all hours Corrector is working on the jobsite; y 47 and a#able and Chair for their use vrherr need. 49Ar#tC�CWC shell install and maiirt.up to: r '`� �"_pry sign(s) as so sho�ri' in',the Stan latd"detaif sectioh'of the`6htni6t e.� Tl r� :smell verify 51 the exact field ktion(s} virltl"i`the cr►trsEtor 4pr#or to;ins tl'ie s All tabor, 52 material;`and equ rent' #or,i00 llatic!n and r»aintsnanCe of rtictiori project 53 sigh(t)is inciden#a the bid item"MobNization 55' iaymerit fl be.made,for the foilov�bg bid item{s 5$ "Mobilization Lurnp Sum. 6e ►. ► i�a nts g 59 Section '1=0s suppl�erented as f,�: o i �. r REMN QSP8 24 F s #y x k ,x rr � F r k� v h � �a� �,✓ xk"s' s Cq '! ? y aT1 to,! 7 's { x r "� C i Y ,_ x SVi7viRi'7Rr t { In � py � 1 w a�4 � s AM WOO 'as r 2± i 77 4 1 7"Yw I" h h � b „„F9 x y �^�i` 9 fie•': :"b , { h x �■i �1pp�tR, r t a v ' f vqRf • r eo • • =® a •: • a .`, e'r F e • r r • e' a • a o a r • e M: i ; • . r _• . a a a. r • aw re • • • s a 1 • a' ° ze • , re a • a r �l • I t = qs 1 sue. _ • • , s ?C =a • ITT, 3. t •. r • • rLY ITEL MM M71717# " 1� •j r • :.� - �•.e?d � �. = i.=a°�. • t � f_t ,r1 .•.��° 1 "1r.:1e c - • • r�,• s 1 �r. 1 mss .• 1 9i.= j1��9•.i° s • r it ;° � mZF.' »b=e_�s gld • t - • ; • r • r • m ,� � r��s 1B jar • e 1 ' tits = -. •.1 -74: ;. 1,- Mi, WiTh 9s •.t.� r j • • e • s • • • r a s • r :,�< jar s�1"J s a L, y� • x !" lj.< <=.! =J�d 1. S.s* i j L3 L r • 1 r a •-.Y: . � Vii.:_ r • = • : • �1 ' _,m.• � ! � 91•° !:. • � e .b$ $ � °f �d# r Lf .1t • s t� �_a®. e r: • : i •a/a -i� �[lar rl ; s�. Y = ° .!jE= °:Svi# !�:� . 1 � :- e ; • f • m ! _ j s !. j. ' ..x _e: •s= °1 _ �#t j wx� • ITI s ca-- • r e • •[ • ��. _� r•` w. °t''C. t.s�s t. , 1/ ° j � t =a1- •tL j .` �b 1x._ • ° . r : _.. r�!s t. s_�c A r3e r r � �.L �d.L� 4 1,. ;s,� • � r • ° °i � = �s lllll�`�1 .j ;ca9 �:����' � .:11 } ��1 i.. ;.a- � -✓ r :,: •.• :-a • ' �° /.�} r.. r 1_ t. • = = f_$1_ .s"j °1.•. � P :®k �.1 �� • rte•jj r _ s s rat?. ,�=..fit,• r e s 1 a�.f. !1• a a:_•P I 9.111 T- 17 9x •1.1 I!i 1�° sit i.1 �9z1 = �_ ? Ft 1."t7:{j__. 'r.1 n L _ • ! t L ` 1^ .� ii'.1lL.�ri B ; �.: s ;t..S�°a�1 .: �.b./._• • �1 �i1"1 .�1t _ •_Q • 1.z.� r.: .: •tom°71f. �' • -a! # :jji• •osx fi* °, r {1: X11. • B • °<^1S r r :,• 1- �,xr •� r r j • s r d,'"'.4:.;.�1.' �€. `� 5 • ..��: ' • .: •�i sj 1�� • � . .. ?.e° !.�;9a• XPi�.•. !°a $.t°a=-L .day- s � •.>. KY�:.d,Ed • w . 6 f r lyl s r_j.�• d IF •i • a• m _ija� ad 9 1 1 r } A a �r, �-„ x's`r. � �`;4 } '.'” a��� zFC a •eMv t 52..;: _ � a4`�x,;� ;q ...',;'. ,,� NP ,$,ff N¢may'Ry Y' E 'r e r [filk ------ n rIZI trcc Mw t -r fill v jo POO Alf s r a f r or 41"� am4 � x ` - �'� "'�t ''' � ^ gip / d � '+ � �$ _ IN k tt� �• 'dk, 3i Y,. � �F 1; '' '�s'd (. � �Y- t*i'hx�`� SF sn >+e t+Y ;:fispx rah , ra �r��yjg,p+ �y��1 x: k ors Md s Q _� ' mu c li'�47 Ar W SM t" fi m „ t a P 9 A I Contractor shall not proceed with any const rt u li proper traffic. control has beers 2 provided to the satisfaction of I_nglneer. Any d s Ic�st due to improper#raffic control wiN be 3 charged against Contractor's•allowable'contrac mejA, shall not be the cause for a claim 4 for extra deyrs to complete the Work: 6 i-itf,2(i)B` Traffic C SUP r,►04r 7 P raphs l and 2.are iwsed1aa follows 8 (*, 9 A't shall be on the project w ever traffic control i Is req as autl~orized by 10 the Engineer, 11 12 The TG. shad assure that all!the duties of the TCS are �ducir► 'the..duration'of the i3 icon#tact. Wiring rumvv ark:,petft�ds, 'te CS.sl ail be a tO be o #tom Oia site�nr'�#hin.a 45 14 minute time period after notification,i Y,,the'Engincer. 16 14,jO.2(2) Trafft CvrntrQf'1408, 18 Section 1-1 ,2(2)Is supplemented as follows: i•9 Therrtrectt>r shalt ,be. "respotke.,.for assuring tha# t + tt1 ie irlted and 20 maintained in conformance ,to ,eatabIMee standards. 'T'ha i nir�r .Shah ;continuously 21 evaltate the operation" of the traf.control plan and take prompt action to correct any 22 pr w eft that become eviderit during tlon. 23. 24 11-10.3 Fla�ing, 3igni , rlrrtd'AI1 tither Traffic Contr6t i� r s 25 Section"1-1tk is suppleMd lied as fob= 90 . ** " 27" i*t*th6 end of each working day, provisions shah be made for the ea#e passage,of#raffic and ,28' pedestrians during non-working hours. 29 30 Barricades;shall be re�flectorized as, specified iii Part Vl of"�,Mul I , and'ehaFl tie 3M 31 dlani rind grade or equirraierrt approved try-Engineer. Barricades hep a lei r pppd with 32 flashers. , 34 1-7Q$(3) C664 Oft n' na 35 :S6ofion 140,30)'paragraph.1 Is revised as follows: W!")ns re trued by the approy try control plaia(s):as w .. en other appropriate 38 . signs;prescred by the Fneer�rred to conform with standards, will be 39 furnished by the Contractor; ' t 40 41 ^ tlan 1-14.3(33`pag 4 Isuecl`a 'follows: ' 42- 43 tVo separate pay i#em wNllrovkied i1e bid proposal for ., A dz r:1 con"stnrc#iort 44 signs,: !l costs• for tfie. to, ' rr~irte Baas A or Class E wort si ns` shall be 45 included in,the unit contract�rloe lr the'variouS other item of,the work In the lid proposal. 4C 47 f'=ilk3(6) � Way"P1k t TraiY�ic Cortt!rc�l 1 h atiug� C0»sfr it ilvn ZDne 48 Sbc-AW; n 1-10.3{6)'is replaced f rith, 49 construction sorrietkr►es`requlr r4 tti�tt traffic be Mein 'a of tt r ay 51 during the'Pees of j tbe rk US"ff_00,: o may:pied t1� � r���Is e�t 52 c tractoe ciperattor shall tie c tf erf"to or e-half tMe c � ira�.;cm,�tt ott Sr. tlf::lf y In the Ion,.of;the r,.one-way p oled i'ol nec Scary, k 54 shall' e provldef'for ftttlo .. , 55 Cartraitor-Fum+shed CTrI�Yty PfJa#etfra or►trc 't`he ;: or, i11# mist%the pilrit 56 car(s) and dillver(s) for the pilot par control area, Ariy'neceSSary`fleggera shall be fumiished 57 by- t Contractor. 59 1-10.4 Illlaaurernt Section 1-1 �,,is replaced with ' 5{ A t f-rd'1'�''�ra�'�'J'' Yi �y.�s�'�n� .a ?• •s':$�'�` �,'...k � Y�S.t'q=��a '� ` zk,�� q_ .t l.�X,�.; }K,��s. ��S ��,;,,i''»t-' �, �"*@ �er�s"y 'EY�x"��,y a { ,� °` S 4 `a4 '�..�5 ,. � { 1 ,�t ut.x n h4�'n', _ �� "rt'�. rv,+ +,t ^`tFYUv k `�'q }»' �, df• t f. 'Y4q $ ,< tir, N NA tk T, ��"�'� .xz g,�,�-�, s� �Vi a w,a. i Zt tha VAI �j yy �F f M c^ y.. t ## 4, F 3 WW p tow bit o ro � r �w .+ ;:rw;'> No S, t r w,,, 'a'•,„ ,� ' h � 'fit'` 's y +r x ' C,' �"s iN,�,1`. y(" 1«.c`� ?a 'r-' +�'w,zt `'' a '"a+ #+ 'a '� t, t'r x * •• ] F Wi 1 AN surv8ys grid survey. repast$<�ll be3 �rreppaarOO in'8 ordan60 h the r�gUi� 2 established by the osrd"o€ t #reti arr for Prsafessionai ngir€ears ar tfE.Snd urveyq 3 ur ler,the prvv ie + Ch'pf ax.43 W 6 The.honpal, _ . t of f►UrVeys shall'haVe ;� rrpd"rnte bage' The North 7 Americaft batuii 10 1 9 !ho �ttat e:ont €car rb €` refersam f a:rninirnu 7Q + two the + ;� aritrol rice caf the 11 c or #e tu+e '!i�4 shy can tyre sUrmy t i � t.{ 12 13. lie h+priarrti, cafes shall rnt fegUirr+rrnents ,14 0€IN :�-t "tom tc�f�a€ is €tr`e t + cd the fer�rexnt fortrry rntat0 c ©e#al 16 , Uir rrts for aCIAZAC 1�,,i.,end t "Sr ey a a by 17A aM eorrti class' , , e+€ :said f docUt 'the' fir;'r�`mar a(osur+e .and p tt" rer�es Used €car 19, > survey.dontrol sheaf r" f ion, ace o€the sUr ► - € e ethcad Of 04 s#rnent. ; _g v_ t stiortin a The 'o.0- brttal � to MOM im 's stam for . I 9 > 3 ern meth€ r if :1 rt is 0_4, rion �e< ngth indent.error d �� It",- e f� rstfarit # enter f p+ rr l . edetral..t eadetie ! 1001" t dar for defined ativ in.0 )Metric i ds & ; � e teclhres tt ►trUSt 1;199 eorrt ceseifiororr "in future t 28 ' . " editiorts,Q s�tid:tlocUmerrk. - ' "" 3tX The.ver'tical carnrer . + ; shalt be baste ►{ ! 1 , t he:N o 31 Vertical tett t. :acedt.l � + ef�rrtcar�purvey . 3� h .nle f here are W", f the thqw6 on Pmt s0 a tie td�r`' ll a0 niade The ber�ra 34 dra g ,. .lf a City of R t�rr hr0A*ems neater f of; 4#r + one 3 rnr� e'set can r �e ± rtt ► drr�t they °,remarry rn#�tet 36 the iir� . ouroe crt } rrlf be`shawri �: . 37 the drawing, welt as a �106 Of 'Su uw 44 Theme sUryl�.d ON � 9 monuments 41 ; and the subd�'6 the pl is ble a carter seems. _ " ill reveal the 43 't'�, rr ys .d0 ca 4°t; r®tr er t of. "a retracement. 44 G #Ctllc.rr>ahUt3 Ettlsertr r trtti rr Caret : 45 40, 0)" 47 _ Fiekf ot8s, 101?t rven � format rn a d bound;field bo�+c with ►sfrf,l � -a 49" rp rose tried firms rro+ s must'. 60, y3S}�j� f Vd : ` C �yt { j� �]]f trams Cft�3it 62 ern#' Cai' # #dam„ dl �n 'ttirt# 54 ruririn ie field' brc : a5 set err four °orr fib``01 th0 seed nt ituo I , �4 , 1 # 5l3 is ►i ion t a l t r n� f 10 c{s) F e �9 C*ear ttt* gir i fief u d `s k �trverr to the G r Sll,otlr work; SWE v Y of thr ! to10 Gltr Upon :rertuest. in I i fj v4 r - l q ��ry *116 ' s , fi . oll 404 k � !� 5 F 6 god tv Sx. o E G S a� ea�,fi. hM A� i r - -h K, � 4 4 p;�-r i ,A6' fi a s ,' # rs. s 9 � x. �`§ �� � ,g� a 't t � �# tam v� ��• . v # n NO`x �F ' b # 1 Vertical survey: foe tti e�i lent~ o#° benbh°rnarkS shall 'Meet or exceed the ' 2 standards;speclflcatidns'ard ! � ythird' rd''arder elevation accuracy,6slAbllshed 3 by~thAederlec�det .Ccntrot crrtmittce. ` 4 5. fep m ntt posses bteranncie and'v+ r�l , tabity ( aSait +ris of 6 bench rhariCS rt�us be c rr ppiet b insure both l d 9entification 7 on reccivery. 8 o 10 Topographic su shed satl*all a Il�alale re4bir 66ts f owl-11.1 herein. ", 12 ail points occupletl or, i�` ightd in adlil rh €�r stablish 13 1�40 r#� 16 The drawirtc� a�id.alectr�?� ++ fulrements set fah. ;s+ 1�1'1.f hre)n shall 17 b observed for all t . ,. tveys: 19 ` f-i . 1)' Rodin 0 go etsva�icuts for the.. `or l� s red a'camel:t sine shad y 21 '-be deter d�ei�� � 't .. � ��` � �� #�,1 ` eat or 22ednr's1ctia .'t order Glen aeouracy'spefccaations, 4R 23 trigonnetric lvei� e�i differences.de#eritrt+ed.in at Cyst.two directions 24 far each paint and tith a d,!*.circuit not to a eed 0"I feet 26 . -� 1 100), Y 27 evatt�ins of the icts ill.be detrsnld �leveling 28 ; . an sly satrsfreder + e tip t,oattmmit lone as to fhp>turn 29 polnts-and shall not + + .9 f6d s error'As to side 30 31 32 Art irnercrreet�ts a#.: entar� $3 tades� �4 � �� t�l l`l' E 9 t 1 �t b' 34 lrated�aoth hori , fir. Vortilty b a Fadi€tf a. fset' urvey. 35 "asibuil" serve must be Wised"on tP same +a'fi ntro�survey used far the donsWotlon. , sum far~ mpt u r rter "b id `as i t The "as•builC 37 Surrey, 4� all » , ehtuld #�r tc t�acll�fiiiling. Close idoope 38ractor and the"as SN+ '+ r, there#ore ac3nbert th@ s ; e .t '39e�ulled, '40" 41 Ap sae-bulgy". ryef!s s11 # the.f�rertienta af' �I, "rein and shall 42 urn ,'co, rot a� a tine`';su�ys rr dein ��� .firth thew 43 Si ,�ic�tiat1S ` 1 11.1 }herein and 45 The field bufitt*sestet �� �� ' , ubmittsdj�� stal" ed "as-buitt� `dra i „ . iriotudes a S#atemerrt ,11-46 4 _ carte`° accuracy`a theaui *" Y 4s e 49 ,` ! reuurn tits°set forth in section 1-11.1(6) herein shall O for % h 01 �-, 53~ ' or ipt �, ir# 1 #: ,1{5�, �pr.rlaiallhed an a plat or other,r rded` �� r i s ar.at the carnet point 55 per..111 ln'eitu oc in danger of tieing, 56 r etl,;u.g,,.tl�►e t 00 tots, a; set. to most cases, t :he the ns "`one a talc fn ' t. fn is curb. The relationship 'Sff : � sd ctamer�s s alt, be shown or 59 de; ,tin the lace.of t ;1�t oritey of _ in fieac t>n fhp, fi0 exteniort,of the lot tide linias�hs been sit in.the + +rbs,rutth� extension of said line r ski W a' # # �a ��x E S+{' 9 SY 1 WIN i a "•. a i MWOU WAS rill" I l - { x x� M k � # Ve ''�Q Vd ii& 31 � r m FS �5'c '� f z * "� s4 '.✓ �';� � r" ,:.�',. I rr t���a .�,r '��' 'm:. �w �. s9 > * r f a i u ^x zv, M fl - x s . . k 4� VNI, x hFRq� :, ♦p a i �1^. r v � n q � r � t , � ��4 . ���6"'�n.�s�4���'425.�-,..:,:,� 5 �`,S'•r'� y4. � `5 1 § .� '. Y 1 Wttsen'an aee:Wire or: lr'# + tt hits b? B ►V�►d"tso be 2 apentt!toxtrfi�before yem+� itht � ae men com eted,t"' emery � t 3 c�rtc ..shalt be refit ° Crsz .to �ie�tQf'2 fres ern �' 'sue 3c .is�1 .± # aW or MC he mid i + the Al sore on of the E g aer 81 Se6fibii. - "r pla es the a a oan septilon: 10 w} r 1 � i0 a p0 � t nesr f2 f0 ' e, Wwl , �1ng.`t ,` rsur for { separate payment, t�Ut sttt b � ct" +c3 art° e fte cry1c. U t5 24' Smart - ��5 is suprrit fog. i rrnovat"and °d ► { # trrtf et rdcins stN be 19 con Iddred-irrcicfental a pri erica'no�d�itiona!c maf�e,. yJ'A 22, " * ! rg"� r hnsai , 24 Y8' ij °end Gutter",° Fat, " 1 lW jw on $ , e ! mare yandi 28 ` letVexsft °per 29 39 " Atl ts#s r+ lated ta."thy qua! 1 e#ru � t 3,1 # eus# n, n and retry.espe!# �er Its m : 34� iteri Ur temc +a#W1 # of#tt �rtt� trt ..if are all- 35 rhenQned' tfie�+ r►►�i�� �asur�ei and" ict for as 36 provW-d'user 'Seen • ► quill. hot, )e in t+�#fi trt goon#;ty ca�ieted for ;37xcava#inn A O 4 ri -- OT", { # 42 43 " ;. Aw na Q t r t a ¢ , 48 ` 49' 1 62 iJ*'F r r a 'w►'► 1,.y i �d" da rr. � n¢ c v R ra 2x r �p Ra x �a &m r { a9 + a '$� ,� �j�` ''.aud` �E QZV� 7 ,�, r� �+ �,?m, ,r, �..° # Yat ,� ,_*�, �t �"*+ a e.,�$,•?' tp p i v— 't ` , u:g `�... u v } „�E+;u ..�.�-..r��.+r•,.S ,� .. fi 'xR � rw, �t+.i�e»+' ��"�a�" '�a����r' �E � j�'s � � �. ,. a��, a . x � m £, w r i w x r s i "° .{ ,�"x'•�5 ,u4, c2ss1 : z s ,SR5 '�� r x -. .�h.,,fir�,d ��� .• � ��-� � yC' r�` Aw r .§ #r�'., � �: q �.��� F Y� ,c r *c s ��'� : ' s "S''�,S � ~x:2'�u.�G"a r-�, x ✓ ys �� lil" s E`4,4,. a _ r r "T: x{ w 2 i,. Nonstafisticat I IIAktialt�tatiar► The contract©r shall submit a cart tlt�n 3 tilt tie`mlx.moo s +i� ed f ► lrerts of S [ons 9�ff3.8(2) ar�cl - 4 8 +8) �l't a'�tr4 r si n mik d at T Firm 35 42 EF, 5 Verifi attiah of the ►thO Gbntrat ting mod: The 'reject Englnear wilt ueta anti-ctd 'r uireM11*nW fMth 7 g The rni d b6 flee Initial jc>b cnix q t1 e' of mix. 9 Any additlonal adu: to :t lie JAAF will rr'a oat af" the Project io Errgirieer and ybe.roc lam",man 03 8{�}. 13 lteml Is deleted and reel ith k 1 i 6 1.` Cie t'a}. A tt e r HM- shall be es �d :... o s atistit tl or i 7 Commerclai evaluatl©n.. 19 Ncrostatistical evaluOtto, 4 b4us+ti for the a tom;cif HMA 24 . 27 Carrtmercial ev�tic rn 11 . seal fob comme i �t t� r + t1 r el s+�s 4f 22 HMA In fcllawin ?� � s: ldalks, ri ditolet3, slopes. p ths;`tralls� gor : k k t Rte.:{! C Y J r �� ', r'���.;�•. �' ��r`��t�� ,� �(�Y {� ° -N�.d �`�e�,�3�.�rte"� �" �w��' # ' a i r z� ?' e 4 ate, 1, � Ss �,� �t�'ra ) �i'�" '. � � ua >_ � 4 ,.4 IV, WQ Tv #� r ° 13 Y I ry, *1°�4 ii 3x "�+ ie,� .•yry�'" �j �` W. WA Of 6 ,� � i{ �'�y,�4°� �# �� �� .�S •r :'� + ,s s� y , x.t� '� X �,yd r."�. �, � i9 ,���j *+'w4l WPM � j W 4 d >r � y � il 11 `8 -' j�i } ���K"" ,,l� � �jz P '3b. '�2` � it '(� ��� .� lk a,,•: � a ice'.^'T �� tT �� '4��4��lfTl�; �"t•�`P++�MFs,N�d� 1W20 t33#QprL7p�'}y�{� . (�, Oy}�ii'•A^IRi4�f�/�y Pry k. Y 5 �'y 60 S {S 3 N Al"Wft- ^s T%W" I gv y � t ��` €� ��: A 2 :k• ��'s•�r'' rah, y f b k P y V � fir` .s 1 If a constituent is riot measured.1n accordance with-these Specifications, its individual pay 2 factor will be considered 1.00 in calculating the cotTtpbsit@ pay factor. 4 i�A Price /�4d uslEtririie�ts ii Quellty c►f H,I�IIA IOMP 5 00, ton ti:deleted anti reel rcecl wtth. s * « 7 The maximum CPF Of a;cornpa Lion lot is 1.40 9 For each +�mpactiori ktt of ,W� the. CP�F is less , a I`io�fciming 1© ction:l'actor (NOO be'i€fet inert. THE �`al �c difference 1t of C F minus 1, 00 ►u�it 44.. ent. The C lr�.a �� vwrft be 12 calcined ai-the..product,a#the +quantity of � m" i Idt in tilts:and the unit 13 Gant t price per ton of tbe`mt � 1 g ANH�LE , 111T CA--ta H SMINS - 17 1 7-05.3 Constructloh 810, W rents 21 T-05t ,(Y05.3 A'd t tlr'#-i h 1 lid Catch sins> Ira 22 Sectk�°r 1),is replaced 24 V1liece shown in the l?la or v�ae�re`+t�ft`eted.ley`#he t� e� mantles, 2Ei Catch:basins,.or infers shall be,dusted to th+a grade as `destlatect 20 by the Engineer. 27 8 The existing cast fron anti",pmt tin°Manholes and the �fain frerne end rate �. 29 shall first be removed i caned far reins# ll rt +stteva r. rom 3f}' that point,the+��€isfiing' to cture w raised or taworaci to,o t±ect ela n The Contractor'*.� ccir trust as so as #o provide 0,d1u�nt spice 40 setting 33 hover antic tin "tb a lb rit e's sh+t n I the c�nstr,C:Wn pmts, ltatlhble ringg " An t1vet shall be acted #ts. n elevations per.stnderd detail �R29, SP 36 4 be jstegi. t ' Fg onset Athe work.' Ianht +as inrrnp�otred areas shall 3387 c in uu ale streets Mrs ' � h s .and ifmt� t '`-areas to be 39u ;aci" o nk`er`�v+el shell bt ,c� ed� F #mate �ht Is 40 inches` t low, the ctttt ►r 1' 460,14 tamer t . . 41 males shall tie cut f � , .simiiat rt tra dor 42 carefully refer+ np0 m e s4 that they rosy + ts� t � of 43 the strset nrertC. �`. t gtvel tharntanholes;:and atie tip: e -1, tsr. o€ srtaadwy std • .45 Excava�l nisi y fioi' rtanf i- , trsrde rtter about the man e 46- anti be net .t©-. min in um are�c to letion of the nnhole 47 :" " ad tment, #fie a thb matrhole sallt materials wnict result in ,e section required the,ttr ►ipl.rttsdwr stop and tfioroughty compacted. 49: vin ctcsfi ark sly strrrckus shall be In cep " 6Dncrotq -; � , . 5t Wed.and O w ,��,path e�cce t'that tl nsl ad a l'n�3tl shall' .`.z n z f `► t�t s *0 and 53 c�ted. : t pcirre vfrna�nt eatre rte to filter the 54 , Position Of the c:a�in�y why t r ► het n es venent 5f in as hat CpncrBte is ch manhole stt s 57 the enter `eapa cerely; ed from ` @ f TI 5 i "T"i"". K� 1 �k ¢� �2� �y e .�. i�. ;i: r �:✓� ATM"'.�#. o 0 `r Ti j TI '• r. J jr t F' � s �g 3 5 . Ta T. xi, 7 V. a�i 2 `t i, 41Y'" Yt �2 £ y m' fws' *• + , :'� � �d � f y��yy W 0X1 9 7,7177 t x fr ' Eh � x Y �t •` x a d } S � 1 A "Adjust Existing ,." per each, 2 ` The unit contract pace.per each for "l ust. t€n shali� be (go Pad'fir aji Costs 3 nec sa to �ke thy;a�strr ent '�n lti r '�res ora n of adjacent atia •a M a manner 4 acceptae to the.Erigirteer. 6 tf now tl i#em for St t eture �xc�avat ri Clara A or troO ] >� . 0 tr#ctuded in 7 theedule of `ts>thetl t� ui�arfc wltl be;ccirisicrefl cost stiouid be 8' included in the cost of the pig. °. 1Q "C..ofinect,to Ex+sting C tbh"i �,�`"per sash. 11 12 "Cohnect Structure to,a Vii":Per each. 15 8-0 . RL©'PAVLNIlrN" 'MA1f RS 17 ' $ . ' PAt Mena 18 Section 8-096 has been revised as fblillo :. 20 P Cr!ent Dili be made:#tar I ft ltE wln$bid items that a in.the proposal: 21 "Ftet�l Pavement f#", 2 2 "Rated P�rnen�t,Mari r . � "':pe each 23 "Raise Pivement Martyr 3- ;ln.*, pereach. "R+assiPment � n•. The unat tantract price Parma " "Raised Pauement Mary' 1", "P�at9 Pa�tement `flrp�e and 46*, Fvent +t liner Tylae !n," artd �i=iGsed 27 C'anent`Marker"aheli be fa#tr fear t l�r; rnarlais� arm nec, ser�r fvr 28 fumishi�and. installing ttu to � � theme 68,1"nclud 9, 29 Est in eci with traffic ct>ntro rase traff€c contras is fisted in corttrict a$a separate 30 Pay item. 3z 33 8-141 CEMENTOOR �'Y ,1 f� p foNov+�ng fi 361 *'k3ktA" ` Y III 4 3T 1 a 5 41 the 42 IN 46 8 14. 4 47 Section##4.3(4)is td laced WAh: obi . #*rtsltfF*1 x , 49 he, to id mate and shed � ► +�i8) ef`the:�ndard (} pelatlorts STY®V£illr { t tttt ", $hall be 5i u€ad tanf sidvalks� `�cr��Wit:alt��l �": afr'i�l� ttt�g snd 52 be maintainsci for a rlod c�f'8,days, ; 53 54, . The traetc�r ehaN k fi ve4_ready rrallalate .s ff�nt avarice , s,t as 55 waterproof paper or t� ne,tt c +aer as day ih.t o event'vf 56 Fain or cutter unscritabte vi± t _ e ing the ctarin8.. to ,' ttl traffic, both odestrfan 3 c s k < x a ' st > 4 c£ ;t� 3 c r n ar. 'Fj 4 �.% v '�''}"`s # §e{{a'yy{$ %r',� t�s:�'r°^`' br:s;" .' 'y1sc, t { C`, ".' `' ra "7' ,r r l ,t#%kl " --`�� �r t r 'x� a. v, -Z " s�'� k ,s h 11#e �, "' a Asa r*">; e' a Lea 1} gym'• k . �` "" '" k�s a -t B"" f f w " A-S ���� �v {� w� i���. '3, c � z s �A r c � b 11 11 I ,; i wr .., ` v �� , , t y t ' vas�i' ,�p3, 4 t7 fi 2 '"�k ,y, 1 x ', r'k y 1.11 11 , E- t _ h � dig*, ? r4 t # Uf _ 2 S h s �. , 1 .' " "iX ;.;s zy -'' s, ?.4 k' xfi .,M& ' r: r. .I'll t x 1- �tl 11 � s r' .:$,y E ;r 9 ..a ,fi y t �� . ': amp " * ,�° -xs #,�, s - t �r �a f k� a z-�. r'"e s - 'sz .t + Z`x #§xi a s d r r t t F 1 �:. L", g s€ �� rl 4 ,'+ ``"`yp` s �� s „"h,+f a xt 6 I�T t S�i} � .i i e¢t ' x J i t _ >. £,yr'd � ? ,-- jF i h 'p..3T F �c r ', zy e YU �g t � `-L";"`,`......e r ,fby y�' �a 3• >t a r ry VX 'y? t,.`k C ¢ix3s rW s 3 � f t .Y ^' a aA; —, n e �. "I t�11 11 r "yr F P fe y `. ; w g Lt I � +; � � �. �a x 1f i 'fit.. +,rr t it a r a°a�'' ..r Y-, �1 "R �- �,' Y " �� 7 " t In,,,L`l�S" ,��,`�,�,�� . ,l: 11 , -a � t 1 n � �� "`�. ' '`'fly '� `�etk rs s '.p p f I ,, e g A' ar �{ ' S }' _ P j+NO .a ` a "" �tt .� 1 a '+ 4 '.� x # � °5 § T ';e �rn , s F w ` ',. _ �r s p r T_ , , x Y " s a }' r l s S � 9s r� '' r 11`§ a ' .0 t-11�'ll �l z "^E'rkX �r��'�u '. s +"� ,.t g5a 4 c x tt a V Y apt`` �s }- 7 1'M'* a, 3Sy` "� 1,' `k ? S 4 j ,y'� i h k r !t ,;� , § >;a - '" 1 ?"e j,y k` , r 6_ F !2 3 a t, Y" `4,>f �f,�,q-, x F tr > SwC ` f � sae a}} 3 as 'g s r ti 11 "�. % na 7 k � 4 "° t .tn i;r. ��n �, ty ' '* t z z t' l�`''r `a .t %i r+„3 3 qt y, -. r '.i � ' e „`m E s y ty s ',A y'-»�i .e igr k+. r +, 11w -T S `� r_ y M ' 5 Y y-! L _;,�� ,, ,-� �, �,,, ,— , --- "f � IT n _k� ' q f y x §� ¢ ,stkl - ', �.�y { i!M�I f Si- ,� �Y I l 3{ £ Y t 4 { .`S § 4 A. yv d '1 ' } Y f C a a- `ll fix v u, L J- r 9 r a< rr ~u �t rt �`° t " 5 � I �t _ "U Km e ,o e r w ° ` '�` °; i 2 Double Yellow Center line (Replacement) 3 Two SOLID YELLOW.Niles, each 4 I s Wide, sepwatetl"#ay a 4-inch.space. trouble yellow 4 center 'stripe is used as center.time delineation on multliane, two-way highways and for 5 channal#xation. 7 ch Line New) 8 AD WHIT line, iihes wide .used t©sep$rate::lett artd h t+rrxemertts from OL'9 #hrouggh rnovernents, state.h`glt` ppaany vehicle tenes;t gorer ►l.:purpose lanes, 10 for islands, hash marks, and`otkaer applications. Nash marls itpes shall be placed on 45- 11. degfee angle and 10 feet 12 13 Lane line(Replacement) 14 A BROKEN WHITS fllne,,4 tncli w ie� used to dellneale ac rtes travei� in the 15 saute-direction:The brflkeri.or"skip"pattam shall be based rm a 24-fact:tfni�consisting of a 8-foot line and a 15-foot gap. 17 18 'Tro:Wa, 4eft Turn Line (Re �rman 19 A 5 Y LLOW line,- * Inch+ ; with�a BROK, Y aline; 4 inches wide, 2t? se�pt rateEl by a 4-inch, pace The, rsgken of-oskW pattern a 24-foot unit 21 cc�rtelstmg of a 9 foot lute {4 1640 ►t space. The said ilne ill: Wiled to life right of 22 the broken dine.in the direction of travel. 23 24 Crosswalk,line Replacements" ,6 A SOLID WHI'TC line, 8 hes y and 10 feet long, instalt±sd parallel tta another Crosswalk 26 stripe and parallel to the,directigti l traffic flow and c entyer,,In',pain on lane lines and the 27 renter of lanes. `See detail sliest. 28 29 ZSO�66 LineReplacernent) 30 Ht E>c a 12, 18, or 24 inches wide as noted on.the Corttrait,plans• 31 32 . 2.3( Insr#a lotion In'ste�10rra 33 Section 8-22.3(5) 't"s revised as follows: 35 manufacturer's technical .re esentative need not t*l present at the initial material 36 installation to approve h's lnst ation procedure, 37 38 8-= ftywwnt 39 Section$- .5 is suppEemerited as follows 40 - 41 "ApproaCh Stripe,"per linear foot. 42 43 "Remove Paint Line ....."wkte,"per linear foot.* 44 45 "Remove Plastic,'Line . ..,."Wide,'.per linear foot.* 46 47 "Remove existing traffic markings, °per,lump sum.* 48 49 ""T'ho linear foot contra price for "Remove ,Paint line" end "Rer1►' fe Plasp Line° ar�i the 54 ti�imm sum ntract ce.for" eri tin trfic rrtrklri . �for p " and a tit na�se fob:rei ral cif owl-, " Traffic 51 famishing ail labor, tcxls, material, eq 52 rnar#cing�as per the plaig, . cans an to sheets, I Y hems not appear 53 in the cxrtitract stchehila.of then'th±s rem©vat old of onCting traffic markings 54 required to c�rripte#e the ehatineli�aticri,of ills pre+c#ash titsns or detail sheets 55 shall, be considered incidental tci other items',in 0% andwui ribber compensation, fib shall Ile made. 58 8-23 TEM RAR,Y`l�AVl�MONI'MAAKMG 59 AINTON GODS 42 k r� y y :�Y r, �� 11 11 - "'_' - l is GYP ysgT i ar, �� y i hz' r �� Y`^ 3 s .; �'Y`I 11 � I-�l ,> ,, rti < � r z al, r „s t *ter s ` ti �x 4 orl t A x ,.. ^. Y "?' "'. >%i r a k, r `day '' "�11— Y4v $ Y s _III' a i r .T t Y -0� �"„�hE i`F tl",'� 3'x � � ' , _., r } , �' L ��':" � �r I .,,,.'.�1,,�, 4, xM ; �45 "L ' �`':, ," � , `- , „ - L �'"'` .�,r t , T s 1. TM T tt `� v,I � � '� � a7 t t5„� E Y . k i” V _ �+1; .lq�y ymTi ,: r'� n 'x. a r''s ', x # s� t t 't r si, 4 Yf �,�,L , j�� �" � � s k a� "' ,v xa wF r TT €�r 11 S al ``x w r'` _ "f , Ow B a � r x� r r � 5''"' 'I,.� ' a ,, a. .e: yyxr.�",e,', 3 � � �3yp �s z 11-" ' F S ,Via,'�s+r �' *�'"` sr t_, , _I Y ;t ,�, �,, �,,W,�,p 1��'�,Y :� aw. r. +�,tr as„ %'Yr k § ). k k "� T t.{ ,,;, ire t`w - ^' > AM S fix`: ' f , s I"Y x �, yl,�a i s a�� .. l � yY, 's` a r 'T 3yl. a h ap.. l x 3* 5 4 4 y r ' � i s S i , I x ° ;tt , �'', T ri r d ,v-n v r ` � w _ "t "",",�:;sr a xµ .4 �"s +e. t §wt,+3'sY S..Br r 3 L ka � �. �� r ', k ',s 4 art s �. `' t v.a „„ � ~ � Y xy;4 �yyy �j�(�j/pyyamy� ' .�^, 3�� '" M Rlf '�1 �. ETC ` �"1N•Y 14, �,�L ,�,,�.� , �. r T 6" t s�` x �£ a T-'i N a �z" `�sr a a sg r 11 I '� ,, � fi yygg}} �� �, [w'` a, " t d'w7l� �` �,,�Ll'�ll"���',���,�:-�',,�;"��;,,��,��l,'�',��,,�l,," �,,,_ kA c 3x yy ti r s q P T a h t �.`�' 4 '` I e t4'�+m '� 3 > °I o. , fi "p `.�r.. ¢ 3" YRrc".r�4s e"V ay 4`�, 4 �PFT 5 3 y , � � ,.� ;; t 11 t _ t ��L ��,r� OR y �� c : �: +�9�, as �a w 1-1 a I", W l, a' fi b ,� Y o �' #; ,� r ��� v 9 t It 's, 7 a4 wy..s F �'` �' `1 Y4z'1 4�m� °'%�' T ,� Y: 11 1 Va 2.6 miniitmum and 5.60%maximum 2 3 These ohDranro r�os,c stitute tie sable l mits aA des�d:n erect#on 1=�t€i.2. 4 The t®lerar�cs limit #or agate shaif: nit exceed the C�rraits # t cc�rrtrcal pctirts sedan, 5 except the tolerance lim t "for a oyes deslonated as 106%j)is ng will be 99-.100. 7 : 8 9-23 CONCRETE CNG i AND'AD t MXW zJi?� 9 1 i slkl[16h 9.93,.,0 is remised as folkMs: . 1 * } ed around 13; ly as 'shall not be us meter finds, 14 15 17 s i i y� .—My yp a r* ,' �.�, 4'-!r' x #. 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"e i y � ;,' C „z =t �S,a 36 y t o �"'�, `mss t . q � _t L, , ,�,�,��llll, , 't�"P� " .,,,� p*A i r ,'� E; r S �' a x i ''3+q, '1e+. `�'`�•,`.a t*`a:ti'° x ._� �. ;� � � s„ '�Page r a' 3�-�4;#�3x'S�" § -xs`k P.� - a ar 01 *e,. 7`i^} *Aza° a ti 'a i r�" erg r .` 'a fr 0.-, wa r k a I Li '' Eck,. +r .;�r 1,_ `� � 3aJj. r �&;q+ mi z j� # c m.,�, i 11 L'111�>nWAKE q,.a g�` tr"'�s 7 Is d e l f x £:x z'" y, 3 vz` _.t 6 r �� tit� r k t Mw a v„ <sm,r a �. . i t a r ms's + z {r o- „� n'ya-nl a� i t NQ „ g , "� '''za� r r .' t ,�s, F s 't.5: s''w4.j� * i..L t 5 v Xa {N5 d`s°a ,>< z A #" :9 �Y �E :� ' 1 �,# r ,Lr f�X m K^3g`" - r,l E h •MOW m L "i'�,.,,,I__�,, "" ,z g s w e'_4,_,;%- .i�`"ar + 'a *i :lea r :Y +z wt C '1, = a � '' ?���¢'k, sZ ; t t ,- �.+ �"f. tt z6 '" r 'i E 'P 'r 1V, } ,r v {s� Ltfr `r t c * s P?r a. .a ��k a,I :'�`, 5.*'k� F " M g rr a: ''a tt r -ki� " m i i 'r ilk I 1-1w it , # rr4 � = ,a rsy M V: vg.'�- tP �,�I'll I ` r k , +nu �` '_v F x AN€ + a.' ' ' . ,�" I3 i,R a y _ D ;? r 11 � g 'Ll,�1,�1p,, ,,7—�,�,, I 11 1",m�1'1" I-il I 11 �, 4 � , � , ," , , I� ,�,�,,, v�Y,,� I I - �,,,I - ,11�: � i 2: S{� e{� d t'4 f fi� -,,u�w`l-� ' _ , iyyYf� s�,�y, k�v .�+� �e s; c n �l k«ire# �,ryr `, }}�,,I� � ; r An wy t+' y, r z.'+ 4 4 } +, ^s ., i. a a� �'+ y_B a�9 t 11 �'i t; '( �, r;,.' Yr yS§rk '.:ii"11 a t �. �,, 3'i 5vY '* R T # i + z` k a ,ry".. {,: � YY e ; `q�' `' a�*e Jc ;` s �� �� r, P 11 �11 �� III I , � ;,-,r, --i-,,�izf,-,W� k j IA \ ",L I ,, I,�,- � -I'�Yl�",��--,,f I'll , -�- , , � � I I ` ZF Yap�.`'� w°u. "�` .r ;, �:. , ,11 ,ix ;. ,gyp r a S C Y �y ,,yy; x a 17�e �' v 3 F 1 i,� S+ro,. .� U J r 'k p9" CPLR6�, 11 11 I -� j L. 5� s .L-�':�"��` � 11 I I 1-1 I I i,�---, ",, � , ,�I j��_.",' ',r -_, , 77.+, �y ,"d" y. l' , t�, 4 R } 1',U a'? r ; wt� £ f1 rte d _" �f , Al 11 LI �r t 7 t W w 11 7 b bd' .fit § a k• j ` a r � + } � A. ,' � L' � ,:S ,� Y `" f ¢ ,• P ¢�, `IwIll f n x ' ed „�is„�> Y ° a a ., t "t, "�','�� , ',� ` � ",,,,�r `E ,a 'A9 11 A pn k 1 " , � { t a€-i s€y sy ,c.. �^a,a'I r t\ ". } r ' .t 5 ark ',, k 4i � - �--,� �,n 4 , OU 11-1111111'1� I - I � x€as: t' s u m a -11 z n - t k d 1 .,2 C" r ,y+ L-1111, , , ,.: t s cry ° �j -L" ' -�`, "!�-`,, , ' - w � P ,� ++ �`� aG���` - ` �sf, 7*9 IQ,` ,� z s .Ft?; i V— ; kx * � ate° a ,r :';"Rt' r, �, �� x rr r * m ar -r'a ra � g � FRx r � 6- 3 ,�i yaf }� � - , �-,�,-,AT -,�, I'M'",Jlvlwt�.,!�--,,,i;��:lwf�!,!,MP,,",!3"� ;" ,�,,-- � 4�i4 � Y- fi fir _ i�?-1111-1111-I �I L ,WAWfA%wfFU, I I � I . , -' ' I V F f tl L " , k- ��Y,. c'� A `F.1 gip, c, a a v�11-( 0. J *� 4L= V�.l. 11 )k a �4y � ` A I ����` i ' d k t.11 1.r r, >,:n4 �, �< �. t� �F 3 <l 4 % ,� ,I 11 f 'ice B SCE. �L 4K.r'r, =„ .{ %` � Y F S 11 ,t } ) c` 2`,A -sxc�, ,tc4� ;il t > z ,. , +u`".fin,, { `7 z ?•,� ,r + 1 2 The Contractor shall' use the Qualified Product .List. (QPL), the Agate Source 3 Approval(ASA)Database,or the Request for Approval of Material(RAM)form. 4 5 N umber 1 under the second p 9roph is revised tread: 7 1. Shall be new, unless the eeial Provl�ions or.Standard:Sp��� "ons "wit 8 othermse, 9 '1f3 W ed-Pr6diloft UOt L} 11 Thls section is supplemented the#fig: The current QPL can be a s0ed a at www moo d� ly'JUQ L do 1 1 The following new sub-section is rose o to follow 1-06.1(2} 'f8 )..Agg eg t o me r t�rOVO A),t► t 18 The ASA is a data�faasq results of.W ry :testing of 19 ate sources. `fhls`detaitaa +mod by the Coring` indite,the 20 approval status of these sources.,for applic ate ,t6t re urre r preliminary 21 testing ass defined in .00ntta+�tf "ThE3 ASA `Agggae �UrB Approal. Rrt' 22 idetit'l#ae the currently scat.epns for each source listed. ,The 23 acc pace and use of theme gregates is contirsger►t scan a t�l job sarnpting 24' and/or dtcumentafion:" 26 �4g�es approval for�fic;�orts can,the ASA 'Aggn�gate Source�arovat Report' 27 not informing to the mss, pro# fulfilling the it r r rgu mer , or ith 28 pro handled of lnsttstled sl1l be replaced at the cantrsrctnrs lik, 416 y, : _ 29 30 For questions regarding the appravat,'stafus of an a ggr rgate spat ,. contact the 31 WET Regional Nteterlat Frraer for the Regior�.i# r is,'loceti in. 'The 32 Ong Agency resew ttze right to make revisitns to _ASA database at . 33 artXtime. 34 36 36 yif there is�,a,,}co_n_flict;yb t eyr�t tt y�l��A ba�sd and tha,'rcahtra�,;�sn a contract shall tak+s i,r *0 Once � W --VWO��'Sd?R �.. *�Ct rda••n ` . rTT l'1�7f1 37 database can be accessed ort=lin±a gait ot . 38 r �} r' eft ,� h � of r � stir �. kt� .�, ' �� 'L*"N""':'_" ' $ jj w{r^' 4 £ {y v i: r .;„ 8" `. NZ`u "£ rtz k`i + ' k & K nti, t �,L."� " , , , -.i e n�c =, ,tsa.'`�' �.c, �", x aCyt x "h�„ ':,.�£ ',.x ','r. 3 xs „, r' s" �.. iw'a- # z. kaai, 4 t -`Yrs ,= r m .r t t # a s" x i. I t h� z" '� h wri ' �, q 11 I g sew* *. S :? } �, }`1-4 F i, K' 'd�£ k + � �'i" a�,'I # s �''ar,d�,� 4^ t `? s x6� 'r r t t aI t.,`� ..'4 I'll" t i ' ax � Lr`I i ` a s at 1 v v 7,1 �t 3 sr r: I L, , ,,�,"I 4!�",-"', . , I r `3 tt9* i S # ii r-� ,n f5. t `a�"..r`" �+ m > z'�*s *u� eY 1 a i 3,,iri " .:#` t ya `i I 11�,> 'ram _ + z ° " nY �' } +7 re 4 t a a �11 '4 m K"r �'., � r, ar'e a F�, a '3f?, a °`, s i. �y' '. `i-v § rya., d °'c s. r +a c e k� 3 aNr h 11 �..s:� k�.q. '$' s - £ � W i Yif ,, ;;ws r a r.5 ' '.kil v $ ''"z ? 5. ,I t� "��,. .�j f,�,.., d!-, ,''�S' as p" R = 3 k-,S� r jXh # 'i� w� x > , a� d I ��I� �� y5ia -# '„. �` *l" .11 " F ., Zj; i�' , f�'�,' I I ,� _111��',' :" ��,ls��'."��' '�;"�' "'' J h 114 � k k° �4 ?3 x; "°"-;'Nr t _'�!"�I,: � "l, , " L I ' ' I'll , t' -4'�'�-',J ,", ,�' I , '� : ��, ":�!": " "�� _� , �'� I � �', � '' '11A. ,,,,, I � �'�..._'_, 1-1,11WK." '�"'�'�'14`10" __ ,1, �� '�' :�� I '�""�," - " I� � �';�q_L,,�' �'"I -I,,"I - I� .'-,:'.I—_ "" :' , ,,, I � r ��'5'. I I '�"' , , " :', "!!i I , ',% , " , . �' " �,,,",'�"�� � ' ' , , "T."", -',-�"�1, ��, � , '' � __' "" -""" 'I',, �, � "I ,I, I-'_�"�' �i�' ; , ' '.'! � , � ,��:' I ,�'� 10611, _.�I�_- , ", '��" - ,-� � �' " , 1," ' ry'4 x'r' d. n`s ``"si gy4 w t^�11� :'`,yY r"I' 83�� Y' f i ..$ "�, — '' ,-, : .- �z� �� 11�"�" a '�� i I- -11, I'll, � :-. I , ��" '�:�' 1,; �':� � ti �� J i � r r`"` a a 3 F 'rf 'a r`"� '.T x tr �` " ''�' _.11 r � ,i .. �r� 3e ut �, i J y - '. I� � _� ':� ,, 1;`4 ,"a F' iil�t gut "" " r a Y { �`,fir N Li: I"I'll, —, �2" '," �_'i''1� I � _ j 1� � � � , .. `� yai_;.i„ ; zs,gwif £yea` "1�4j* ,�� i �, _.i , r�m�+.n � , 8 v" , fi �I li,a ' rte,, x f #Xa •t t 1 ..� Y `� # �� ' 't �x kl� k s t ' s 'r €, ,,-1111,' p $ '� t� =� " I , 00 — " �z.s � 1 �„ 1 3,. -"�'' k`r.k;x+= t - �` ik 4r3.'4' c,i +n,. � r ,ski, y p ,z ;. h_f '�' kWl tie i. �,�d�'' '.' # +.„z -. '� . , " § , -x k Y 'r• �'t �� "' °' s y 't32 '+,9 ^3';r Y' a f `+, z`a'y 4+ ..+ sY $r,# s '+ r 7 s s 11 �"T'N ' a ,� '� �a w ' i .r Y' �� a, - 71' ' .^ �r y r. z - z, . !'r ' ""a"" � } °t Yd ,� _ s s 7 �, za nt >t^ t + r e a .ic'i'` 6' sr.'. & k '' d k ,��' a :�` 1eQ �r : A i r i.� �` o 11 Y` x,s' t Aa m'� 'x• 2 'S 1_i �` _ v ^'v F Y ' .'k. � ` 1 , 2 In an effort to prevent, control,'ar id stop water pollution and erosion within the project, 3 thereby protecting the work, nearby land, streams, ,and ,other, bodies of water, the 4 contractor shall perform all work in strict accordancs with ell Federal, State,"and, 1pcai 5 laws and regulations governing waters of the State, as well"as"permits acquired for the 6 project. 7 8 1-07.17 Utilities and Similar Fac lttles 9 This section Is revised to read: 10 11 Thee Contractor shall'protect ell private and public utilities from`damager resulting from 12 the Work. Among others,:these utilities include: telephone, `ph, and power lines; 13 pipelines, sewer and water"lines �raiirnad tracks and egpprrrertt, ,and highway lighting 14 and signing systems,Ali costs;ruired trZ protect public aril private utr'{i#iesshatl be at 15 the Contractor's expense, except as provlded otherwise In'this$e+cn. 16 17 Chapter 19.122 of the Revised `Code of Washington {# W}.relates to:ihoergrnund 18 utilities.,.>do accordance:with this" Rcw, the contractor shall= 'One-Number 19 Locator ;Service for held location; Qf" utilities. If no`locator servt It available,for the 20 area, notice shall be provided individually to those owners of utllltle known to, or 21 suspected of, having underground facilities within the area of the proposed excavation. 22 23 This section is supplemented,with the following two new sub-sections: " 24 25 1=d?.17(1) Utirrty Cvn$tr uc:#itt, Rernavar or RerocaEtici«ny the Contractor 26 . I,f,the"Work r+acxuires rag or reloca9ng a utility, the centre In the°task to 27 the Contractor or the utility owner When the task is asslgnd to,.>thearttrractor it shall 28 be perfon�ed in acca dance"with the Plans and Special ;Pt isiorrS. lbw utility 29 construction shall bee performed according to the appropriate 'contract requiremenis µ� 31 To ease,or streamline.the Work for Its own convenience, the Contractor may desire to 32 ask utility owners to move,:ternoye, or alter their equipment in 'ways, other than those 3� listed in the Plans or Special�Provisions.i The Contrac�crw sh�li m the arrangements 34 and pay"all: rst$idol arise'f�c irr- xformed'by the"utll� �►t#heContractoYs 35 request: weeks prior to=intplemi in any'such u#lt work, ft''�ontractor shall 36 submit plans end details to the Err�ineer for approval describing; a:ape and schedule 37 of all work performed at the Contractor`s request by the utility anvrer, 39 In some cases; the Plans or special Oovisions.rimy not shown ah unde�gr�und facilities. 40 If the Work requires these to bed r»pved or protected,"the l a lnegr rviil assign the task to 41 -others or.Issue a written change order(requiring the Contrac or to do so as provided in 42 'Section 1-04'.4: r� r�la 44 1-Q7:'r ' 2 .Utility C natr�uc on, el"r Van tar, l irtt l +s !Others 45 Any autttorized age the Contracting Agency or° llty owners may enter the highw€ty" 46 right-of-way to repair, rearrsr , Iter, +fir connect thr eq Thentrecttr shall 47 cooperate with slrch Bff+ ts`and`shall ivold creatir delaye or-,rir%nces to tte doing 48 the work."As needed,thel ontractor"shall arrange to caorclin a lark schedules. 49 50 If" the contract provides notice that utilities will be:.adjust, relocated, replaced, or 51 constructed by others during the ptoeec tion of the rnrotl, I Provisions will . 52 establish the utility ouvners anticipated 'completion. The tetra%for shall carry out"the t s 5 it �-r�j P vrs.. �' �� 6 r � kaa s ' � '� ! p kz' r� a `�, sk � f .t;: r rt X I r av ¢.a , �L- � "�,,,, I "� ,� E ;v ,,, i,,��1. I f L :%'l ,—:-��,—i,,�' , imll . —"7,'��:,Z" I� ," �S * k b ; T A ynC y4 �$ ♦ #��y�y .. zk. ,.x, .�» + r � 11 �11 -'Ll 1 .,-.wi� Y y>„r y �`zp, C k 3»^F t'u. "! >u it7 7 ,�"� 6 ; ff 7 �. �, Iy I�,,,�� ,,, �',�,,,�"�,�� ��-�,�" It{� a ez�p f `"" r k T, w d t' s k '`*x r },IV•iI 3 h f 4dr 5� b x S„, $uu'�-- y 1-1 s r a f.a :4 w'"�a aq ter«{ ?. x k ' , r .- 11 i # � . L �:�; ":`,��,�,,� , I ��� .__ ,, ,,, , ,� � I — : r i k� a �sr 5 �x r�k st �� ^� 5 n ^ E fi �R 4 \$2 f 4r -k'o8' } i ,, E""j, T #'a+k edht% '+,Mo� 4S 5,P `. k 4 1.' +�Z 4 r t f � t " + p'�y g 3d y� `i �{ g'e may}/n� {� k f ” € ' k y� e s rya „ r� 2"'k d A s k yfi ^ t � +: Y ti" *J�� to ? f k� * � ". f �`r � '"" m .,�a vs tw 1 tL-11 �'R 11; `:f f � �, � � 3f ! it x 3 S ''� L 11—�l ` - -," 1,1, S'v �`,�,'R 1 , P 4f '� + 9 t, ,* n / r t, Ill lll,,�Ylllll,�i�"*'IiAil,, k n s a ,r �-, r eft da r z f a-. f 3 11-,, Y 5 V'—,Y° Y'u, j 'n d `.5 .3}� '. gym' k ,{!`dC f y „dry #'! -\1.�s t �y r a t -�:`,L�l ' S'��'�"'��` r t���_�' ,,,,,�.'j r �k , z z " a a t 3' ¢ '" 7 st c sx �'xf �1119k/Ni Qi t § r y v t- � y �ti F °.0 yx a`3" i$� y ",�3 {`.> t z °iy,la+.yk'a., �` L '' ," '"'. , ,,,"',� � — ,�� y� y„^'J ""# ,j t$ y tam:: e y 9z"' i "s �;� h x ra `v r ' §� ,, , ",L 1 ,,' t z*� 5 ax,y�4,ii 1.�" s` K; a ', Z ifd't `�t D � ", f �`Ez t c 4111 1�1�2 9 . `` a s > .'�` "m z "`e s, - r x ' zr O' x I �L� '��,:L,��"'�:�',�, , - � ,_ , k aif ,x Y f Id !dd f e-,.11 V T—r �t }e 4 # 4 E f V S ? 1 's i Pl,r. 5 #t :. _ i. a r it y, ,a.�. * s z a, s.zs:C. 1 5. Define activity durations. in sufficient detail to evaluate the progress of 2 individual activities on a dalty basis. 3 4 6. Show the physical completion of all work within the authorized contract 5 time. 6 7 The Contracting Agency allocates its resources.to a Wh� based on.the total 8 time allowed. in the cca rtract:'.. The' Cont rac##nrg tigemy y a Pt ".#progress 9 Schedule indicating an e*dy �hy�si f completion date but"'o uarar tee the 10 Contracting Agency',# resources will be available t, ms�at.an aIl�ratt�t#schedule, 11 No additional compation !will be allowed If the Corttr is notable #o°meet 12 their accelerated°schedule due to the unavailat�tity of ;fit Agency's - 13 resources or for other reasons beyond the Contracting A ar . rot`ttral.; 14 1f the Engineer determirnes that.the Progress Scheduuls or ii +` ary module 16 Update does not provide the required information;";� the mute be 17 returned to the Contractor for correction and resubmittat. 18 19 The Engineer's apprt�vat of any,schedule shall not-VOW-W.e any 01,t,69 ntractoes 24 responsibilities to the Contractit�; Agency. The �on#a aloe shall remain 21 responsible for adjusting°.forces, ,equipment and work schedules to ensure 22 completion of the work Within the tirne(s)specified in rho contract. 23 24 1-08.3(2) Progress sdul[*Myoes 25 Type A Progress, a are required on all projects # do notcontain the bid 26 item for Type B Prute: `"hype B.Progress Soule =arc required on all 27 projects that contaln the bid item.for#Type B Progress Schedule- lleelcly Look: 28 Ahead Schedules and Schedule.Updates are required on,all piru . 29 30 1.08}3(2)A�Ty. pe.A'Progress;sccheduie _. 31 The Contractor shalt submit five oples of a Typo A Prss Schedule no later .32 than 10 days after the date"the contract is executed►, ;some other mutually 33 agreed upon,$iJbmittai time. The schedule-may be a.Sri#ical path method 34 (CRM)sch clulq,, � O' or s#andi3rd echo. , rf egardless of 35 which fr�rma#wised; #1'Idontify ths.trio l pad, The Englnear 36 wilt evaluate`the Type A Prowess; Chedc�Ie and apprpye cp rem the sc hedule 37 far correcOns w#thn}i calendar days of receiving#ihrtbr»it#at , 38 39 'I�08.3(2)B Ty" i ro ns Schedule► Progress,Schedule no later 40 The Corhtraotor&hall.sulrni# a preliminary type" " 41 than five calendar days`' after tha datett. s o tract is executed. The 42 preliminary 8 Pr ress Sch± i1 ° ;shall P u 1y with all of these 43 requirerrients and the requfrethients.ot Section,` �I-U8�; , ,g et that it maybe 44 limited #o only those activities occurring trv#thIn the first."60;wo kir days of the 45 project. r, t 4g? kAl 47 Tip Contractor shell alit five coplas of aTypo l ,Pr y Sc edu� later 48 than 34 calendar days after the riots the contract's' . schedule 49 shalt be a.oritical:path rn thod ( F +A) schedule develapad'by the precede e E3lagtamrrting Methdd"(Pt i )� Restraints may 1 ut , i ut may no serve to change the logic of the ne*ork or the critical paw The schedule shall display 52 at least the;followin information: Y 1. x � 'I } !11 Fi ^` 'tN L' sgt r { +#'.' -�$t} y s t t S �.# ,� ter, k' ! "I)Q1,w & } *^ ; L� A d y d €4 'zr`„s.�'', '`k '" Z� „ t uk t 3 „ C' �, igs r m v 11 s 3 s t I L��,' �, �1'1:�" P"_" ,k" � , I`�, '!�"", 4� .w tr "�„' "`° 4 +» t-q -y ,�,. E ((' r ~, 'ff.'s y s `s 11 .� r s " [, er d3- u h r '-'�u 3y 7 U�'_�`4 's x 11 a ,`4 �CCS. kki € �` , 1 S`7 $ i ` a� AV K � , r a x�< �� ? "11 y yam,"€ _ ,c .., ' ,„;_,. t. 1�1'1411", , - , ,� ��I"I r�-"i,� � 't � ' ,"._ � _" am I I __ � '�-N"r' ',�'�_ 4 11 qtll�l ":�,��J"�`:l , 'm x i z x y 3 - 8xt3 kin f. �# + k J 1, 4 E )e' k n F'1 �` € L p�S 11 4 E t �k�'. � '€ G y 3 !.`�"r J a... �. €. i �' 4"x§ "�s m r.5 } A- n,^, '✓"�t `' ' v y * , ice Y v *3 w� �Lx 1. L ,'� ap t v - �� � �€ € ' fi b w 2KII€,r e I e ;�$ r'r k s+i"a €� �„ % =n r}3 3� F t-F t ,."a'£��t' ` a +�f+- "' a "t I , " 1 ; ,^ R r Fn � , e i - 9 s '° a '' M';£ 11;L ryr� �, .z" £ .cy3'st' . �" mss. 'L. "'. ,1 _ k } '� i.,: ,", i ' � 5a i n F g t'G .t ; -4._ �" , , � , � , �, ,r $ I I'll, � ` " "3� }tom i s:x i t � 't` t § t I Ll",� , , '�"'''_,� �' G.£� t x `;�4y ., i s r w'}} #r'`� �'.r{ "1_ ;s, z d y f*. 11 § r i r ' 7y �, �' b w A s az*" �' .? .flr c..� T F f ''�x i7F%i1 i'13i 1-1 11�,s, a"T, `' .� "`t,$�eA `' ?'' " 'z ��y.p2",,. ,'£'-:'}Y`"1 r n yjy r p, . „.iF IF .9,3 s.' r t, �� ° �� ' " ` s o 11, �L � �':�" — , I I"I', ,. tt 4 2 ' w:.t � '., r a"^ o? � ' . ,` Ar ''a„�# � { j a tt'' x . 'rya t = 11- s s� ,L � '� , " 'i .!"'��V�e'"-"'!"e'-""'��""'' �,,,,,"' - , � --1:,"�"Ni�' �,�, , ,��' ,,r,,, "_.,--t",'�'��"' I- I I I ' dJ' Fx'� i ',.' ',y r�^,d 7 ., is < x ,2 ;s sx ` r 1, J to +�.g a k ?> > x 'ca * x �:; " It __ " , -1'11� ," r ` `5!# �5 —fi ll��' -, = �= 3'",rsS ! r �; C' 41 P. ;, €. �.{`. rs ,. x :! NFL,z fir. * p.£ 'F 3 ',, s s } E "`§ 8^� ' 11 s '. a ._ �t '"'�"""' ��'�.`'�" ,i -'£+z*€' '.+ 4tg tf'" i.. t„ �Rvv J:}SM� f ; .b e :� cV z� � ". #�` „�i, t�, r if t E I'll r t ,;1 A, AWL R x �I ti t . ;. r n� i i$ F+;. po 4 T S f'Y t ' �� T " , lli 4 11 a 3 'y i�a Ss' ,* x x F a,+ Y.h k't` yF. per" y�'" b d' LF�i 'X.k 4 �4,I� , '�'* _" �� "", ," '�,�-I z�'_' '��'� , � . s'" �l s f: a d'€"s * a s - R a`" " 4rk sr v"agr'€S a .. s 2 1. Tha actual dt r 041' sequence of as-constructed work activities, 3 including Changed Work. 2. Iwro d t#rne a tartekat s: .6 7 3. Any constru Von d + r der ccind cone' I *a pry tea 'the g work. 1 p 4. Any m if t ono t© the esrpianned kege :dut on cif remaining 11 actin. Th 6. e physical physical ompiie on of ati.rem'ainfrg work in;fie. re ra#rting t tfract 14 tune. 1Q Urtre +ed r�qusts for ;eiens~ t6 y Brie Up #ate ay ,ass�ing � �k�n`v ##i' �grartted; w-on acfivitis to Oh Poo, comp#ee r �r t#i+� currenf#y aauithor d time for air p fio�: Zt�. 21 1-0.1(4) Me sure 22 No sp►ecif�c unit of r�uGr+snxe t asst aPV i to the ifen�"for Type B 23 ohs S+�u#e. 24 28 X3(5 ayMW 26 Pa v► i# rta !idaru vow Section 1-041, item 27 *hen it is ihc#utl i#n.thb pro ttsc#: 28 `. 29 "Type B Progress Stu#e , #t ^tp eurtr�. 31 The Lump Sum price. $haG fuN `pay for a## ftu'furnishing the Type B 32 Progress Schedu#e end pt ry'pype B Programs°SchOdu#e. 3 � 34 Pyarient cif 8d pent of:tfte `iup gum pr#ce vv mite,u ,approval of the 35 Progress Schedu#e. 3 P i wiN # In �to f!Q per er tip Sum I m bdif rtta tion of $8 $4 pert of fhe ot%igri fote#� f av :amount, 40 Afi its .for prDr ml, A f rgrass said i.+eb#C-Ahead 41 .. 3cheduare+ nsider #-frudentai to ofhor, .of :ir►the.contract. 42 # payrxtent vu 1f 'made for` � �t atos that are r wined due, to tha 44 Cone F u ip t t q #r+s�i# # ;7 a of d to 4a, `the oct�s ofi Nil Will be petd fc r in' of #en wife; e on 1- 47` 1 , MrosBton of 1itFrk u 49 first senf+ ,#s vi, fa'road ''# The Gontrator v3 .v►#t�rri 2'i #en�',da x. #a of aufio ► of '62'' the contract by the+Contrectfng ncy;unless otfr . t b, Mh �. � 7, �h £ 7 t Jot x=. 00 0 Ono " l1 -M Ls WOO '0 s z k fa n }{[�' orl tl 4 _ of 4 � m,ual, ill r8 s: � � r{ r x 9.�'*kx �ys"�d -3 } '�".Y �� s� k ��4 �. s f t a f tx "nom� ✓,�,i § '� x 74, S qtis ,..,1 1.. The physical work the p eject must be complete;and 3 2. The Coritractor must #ucnish ell do morftt n.required by the contract anti 4 rectulred by lour, �e�rtiie,�►0 Ing'; :ta°prc eas fry! ac�ep#awe of the c r ►ct. The, # fir,rnents.. mUst be '0 lv by the Project Er ineer prior to"es0- c l ml, on ga: Cet aid Projects b ltef A ncertti�=� nta .,un 10 c: Anuat ofrnounts Paid t � lrt± ta: or 1'1 Qraacterly Repo rt; of`Amounts Ci�dltad as1 �`.: are#iii; as 12, r I:b, "466trapt Provisloni t3 d FH1tltA'47(Fel 'rojects) e. 'Final Con 1loud*Cerwwtlon 16 :t3 ate"cr is of TWO 17 Section 1=t?8.8 is revised to read: 19 The Con�tcr shalt supra yut for time extensi txr theirter Ming 20 no, Teter than 1©'worlcreg. ", delay"b6curs. The,reques#s for time':e; tension 21 shat be:iimlt+ed"#c� ttie t ± spit path of th mac# is OpprQ recf schedule 22 On lie to the chr+ 4+ est giving ripe to the r 23 24 TO b6 osidered by =ttxr reques#shad be in ` detertlned 25. 4y,-the Engineer) to enwe>tt l5} tp as tie a rrotart ooh the ma 26 tsueated: The reque� n. pda#ed sched + orts t~he:request 27 and dery nets#es t t .ch rfi ,+r ±'vert#:a; (1) had a s�► a ctl#leal 28 path,.and.except in raeerrer�f de#e , was th+ std lmpact €grid 29 ( could"not thave:'treee: r i3r byIng " rther 30 1 ls,2fi percen# o#' made of er g ± ntrect.l e, t#radtort letter'of 32 r #;rhust kip` f dtetin .: lne ,will 33 hvw welt t ttte tune from c t a cuts rn ..0 the point 34 ut,thra..±� Y andt h o shy pi ec 1 the=.x $ a evelte and reSpcid 15 "clehdar days of quii* ee 38 Tl sut d 1 w pk► icat`c m ►#jon wilt be;extO '' f4�r $ equal to the 39 urine tt�e;Frgineer de n+�s he=ms dayd` ausc�f.,: 41 1, AdVerSe ether i ate,dme req ed �;, I�B, provided iy- nd,that 42 the lingln hae not ir #dy de�sretl"":tt�e . to t �bie a ,the 43 - Corrtr�rc#or:hasrled.a: tte'r,prci#ese�` �e i= .a:; 44 45, 2. Any actrc t; s z ^ defaltit , tlt8 . tt �, rts; dicers, or 46 emptay ',, ,of any+car +contrctar`ernptcy .ttte Co Agency. 48 3. Fire or o#her CagU�lty f►r Which the Contrcttor la t reaponsitste,j} i E 1 k ti i X' WNS °fie x+ � �'3' �„. �'-` F �` �.° a�: '•'° �"�' r' �a 1 ,°tv p �m+r j F g� tr c - � ,� �"yE' � '�&�, �ti .� � •� �z,i�'Y as� '� t-cI'�� g'{p..x�ki.� �� '.' �.;� '"t"'`. `� ..� Y �[ - af � WPM All i WIN AN J 0`,��;,t x # k`+s�x k#� ��"#:�•u t�., .,a�Rk' � zs+ t��`t+' t }�, ,r,�*� izS�pia x��,'4�'�'� ��";� a,} $ih�: a k Ow >; } S .w ' ck r a "> x .` £ u.Y 3 *� y v b'a '� � ���'.-uR-�� r �+ k 4,1 OW k ✓ ���s�a ,��� ,r � d �, `�d ��a�y„ tx �-y "5 ,'. WA iA� Q V zr.. d € + r F z €t $ t k s,� �cumtv£,� 3 IRE Pa l a I have been used, than'the-'*her of days in,the time extension will eliminate an 2 equal number of days on ioch liquidated damages or direct engineering charges 3 have aued. „u 4 Tt firrglraeer wig t alio a° !axnsion' or soy listed above if it resulted 5 from the Contractor's d'e"' t ,coi{usion, action or inaq is i, or failure to comply with B the tract The -CoC� }� � `time "5}� i61:h3 pCol�lslon8 con — as ' g su to do`aN the work. j#'or this reason' the"Icon ing hcY veil'not grant a 9 tinter®xtenslon for: 10 11 • Fame to awn ail � ia.. i�tl workers.un Was the result of 12 eit�ceptional"candor fs puled above in sctinrr?; 1� ' °1-04 14 Ch�inges, pc4teste quantities, or ohi5 ) 15 tha#"dq rte# def t fi s t of the contract 10,pate :an MvalId or 16 napproprit t lion west « tMays caused by non�pp�rrat of drawings or ply; "��"in JSaction 19. TmOS.3; 4 Pte of at tty or it propr ate equipment os prmvided in Sectiorti 1::05.9; 22 23-11 „ d0rreCtion of thidrrtess i fidancy as provided in Sec rt tt5.v(�l)B. 25 The rrglneer will deturmina vvliet bar the time extension$h 10"1, gra ttQCi, the reasons far'"tfie extension, end ti ,du of" extension, if any. S �rrnlnation Oil be 26 27 final as provided in 5ootlort!I-El .t 30 D600ttnber`.4} 2106 32 The last par0graph under " cr +E 10pme61C is revised to read, 3 . ies;4 f th8 ;AC3C l t rem" �:'! ntdlned 00"the 3 t 5 "Ay 37 140-9 1" -001680e` The fourth paragraph is revised to tO 39 4Ci iSe.of theretaie"wari#be mach g d following (pursuant 41 toV1f°39.12,'and°h7 5t}. j'°l the follovwirig r �ris °► +at» ,ri 43 . < Qn contr��ataii� ����� , �l re�ese has been obtains frorri that W�sl�ton��te t of Revenxre., 6 2, a c#;Vit g s l and cintra�r and"Al � tractors ° fife 47 . the Cctraotirtg' Ril 39.12.040. ' 49 3. A cent i t of Psyrn+ tt of: f #wt�orrs f'www,M4 lnt"stA on public. 3rmpot Istdcuriity t t. .. p { �s,,, 2 .4. yv Smote Do .2 .' ` seG#Ion 1-07.10} 3 �ntrecor is :� o Industrial insurance and 4 � �� g , tage,Dave been resolved. 7 rttn # 1, 2, 3 and 4 are fi me#, the,�Cantractor wltl b pafil au ►� retained percente less an amount 9 sufflcien# `to pqy any such claims together with a sum determined by the 10 Cantracting Agency sufficient to pay the cost of foreclosi on claims and to cover attwr►ey's,fees. 13 SE Cthi 02, REMOVAL OF STRt1CTURES AtND OBSTRUCTIONS 14 April2*1007 Y 3�3' Retnt vei} f a1►8meht, Sid it" Curs, and Gutters �; � . 16 Item 3'. Is revi m ,. X r, '� rr, d 1 patterns and cantrals the Cc�n#radar prapas4r; s" i` end., 2 production blasting. The blasting plan subs*W is r ulir�si fcx ill 1� �., 3 operation and mil#costa U1e foiiwing,.m �tf�t : 5 10 nF + #. 4 f. -Y t M 4 , �', , vi I ,, �,k, -� d OR=• (y� � ,, ,` � 4 k 11 i w! v y .' b .� d y ,, 11 i', } r►� x f? tc r "' 'lnif�ch� - 16* 4r � .11[ � r fan , ill # �11, e00 I - r A- 5 S d 4 k 'e. g, {b Y t ,w �' is :�lei 11 2 �.11 , �y„ ',5 f E• eye � - r� 1`�C 'W" x Sb� � 1Sit " 5 $ �'�!"1�fii-111 I 11 - .,� k<, $ft 4� 40** , I - , 44"1110 - - 0 000 , - , t I 1 $- - �— , 'I , -,- - .�,. , �,V�, =004164.� � 'I, , }� a ' � 0, _ - y 1, I C -N` L h" /s # r� N d 5 n s, �` t �.w 3 S I 11 jY r d 1{ 51 I 11 u .y, Y � i ;I'll "- ,� .� �� f '�I law = .. �; �; $ i . f _ i s ' ,a P YC a 1 y ,, K t 2. sxy,, a,? C G 2: x p IVII 11 I h i 11, � �� � �� �° �� r4 �� 11� a �� �. �I ,�g I� �:;'�'"'"L"' � —�,� , t �, w. f ,- n S t 19'N,I 11. , d ; e. ads' f k `ik =�11, .,: • ,. � i ,�,' z ,, _ 'per t `�11 " .a', , Jr 1 p) The controlled blest hales i shell_be not�leos than 2'/�inches nor more than i s inAlameter. 3 . 4 «�? ) ' e nctor lsha .tom t ns by a use of the proper 5 � and tedif na shall deviate Pram the 6 �d �n �t etcher parallel or normal }7 r 0(l �`shali,not be paid for unless satisfactory slopes are frig obtained. lfli"' # , e) t^,cuatrbiled blast holes shah exteatl a minimum of 30 feet beyond the limits 1' bf"the" production holes to be detonated, or to the end of the cut as 12 + applicable.. ,., 13 s s 14 f) fi#te"ier�gth of controlled blai�t'holes.far any individual,tiff shall not exceed 15 the Engineer the ability 16 to stay'within the aboue, "` n 'and produce a uniform slope. If 17 greater titan 5 percent c►f the prcit hods are misaligned iii any one lift, 18 the Contractor shall reduce hht bf the lifts until the 9-inch alignment 19 1 i rice is met. Upon sail fa demonstration, the length of holes Zp z ,ay be increased to a maxfmurti afsa feet with written approval of the 21, gin' r 23 g)" n the cut height rettutr+as +ssn one ci(#, a maximum 2-foot offset 24 began lifts'will be permitt+ toalv.for drill equipment clearances. The 25 Contractor shall begin'tfte cntrti blast -hole drilling at a point that will 26 a66w far necessary offset ,"et�r 'd h bdJusf, at the start of lower lifts, to �€ 27 co, mpensate for any drift chit:may .occurred in the upper lifts. 28 i pisicing_.cha, a tlta Conr�t shah determine that the hole is free .r9. 3p af`obstructions for its erne defitb " all necessary precautions shall be ixercised so tha# the ptapir of the charges will not cause caving of "ma#erial from the walls of the -` 33 , 34 i) Tfite maximum diameter of resin used in presplit hales shad not be 35 greater than '12 the diam"ater of the prespli#hole. 36 j)` " tar ly stai tslattt''d�t3ko U,",oaf especially for controlled blasting 38 shall be used in contni fled:test;I unless otherwise approved by the 39 Engineer Bulk ammonium ni a#e nd fuel oil(ANFO)shall not be allowed r 40 to be loaded in the Oreaplit : 41 4� ` k) it fracttttia�ts olr staiderd explosive cartridges are used, they shall 43 be firm t�meting,ccxd;in a manner that the cartridges wl11 44 not's4ip �tix 'nor bridge,across the hole. Spacing of 41; f s b0 he the detonating cord shall not 4fa exc+s � ` � ���tti5 �en�er`and shall be adjusted. to give the 47 desired IF J 49' , iexpiosives used With detonating card 5fl;, shall tt t tc .the detonating cord ire accordance with the ' a 466tructions, a "copy -of which shall be i y ' x 11 I � I � I I —: �� . I � I � I, I I , - I 11 I � . �— , ,I I I , . - � I , � 1, � I I I I I I — I I I �, ,, , , ��, m) The;�Crttarrr dtar�e o pre�p#'�t hate may.k !ate titans+ ! e 11 r top s - I ",,��, ,,,,,:,��,: �I 1,4(�� V�,i il:,, � , �}�y�. - * A I 1,'y " rx J� r , x 3 [r _ 11 £ 5 - u R- &�".r`� 1 Q�:�Z_, -"� ,.c E M Y b «=k. 7 y 11 k �i S -y `,j h(f y § ..� .. `k i 1� ,i{ #'`�'4't, ..+ "IMF l k ;:, J', 11W Q ,, � § �M# 4 7. I { L �„ ., },,,,yam r ,x ¢c t ,, x 2 �� a n rya. '. # t 11 11 I .JYY � Wi iRRt 'h 'a: " Yom' `Mz 4f4eM!s k# fb4'N..�,iR �«,`� '.�. 11 e r �j[� I 1.11 i k �kS! ui 'M1 y� {� i+F '� t �#1 x.; .� {7^' +.,� ! 4'�A�j{^,�}S�k �i h F,A ' S` y �^ i I 11 1W 11 �t"° ��(� tk�; 4 �� I � I I -,,, j4��,,Omr . � « i� S 6 't F Tr � f z 4� ax � -V fir' i <� ,=�;,o I 1, ,� - _ 3 r$� .z a a s a t s y.� s k - 43 f - 1' 11!li f /� % = �,"';,",40 I I I ° w $ , -A q 4 f Y 3y{[,ypy A y $y]y .i } ' g r. #..y�1 �."�C. f t 14 u n f R ... Y - - & ) 1 'r 4� fi'd `'.Y5 # ' } F « tit r f z I {pi, P x'1" "'ri c «z 7 6 t 1 11 I � A 4. t � �` - -, t"° i i� s d %M d.Y7 1I Y~r � -�T , S k } $ .u ` x T is 1 to the Engler orfi Intl utilize ACI 229 as a guide to develop the ' C )000 "u unit the ;Er�in�er has reviewed the mix �x �01W." 28=day,str gth of 50 pal and a 4 'two pal 'The C6F consistency shall be Oro,5_ bl� 7 ti I� on to,,develop the C©F mix design: ,] 10 2$day. strengtfa 11 Unit weigh; t efid,ltd a#r,content-�A-7 M-,0 6023, 12 "Test for`slump shall be In accorda riit5I3CTT FOP for AASHTO T 119. 14 The waterlc�ement ratic�sl�a## be Cat# t # ,fin ate tct #'rre�ght of cementlkious material. 15 folkr ri .are ideFed cem+ Materials: Portland cement, fly ash, ground. 16 granulated bit furnace slag and micros r furrre. 17 18 Admiures in Ct3F sha## meet the requinments of Section 9.23.6, Admixtures for 19 Concrete, #darning agents, if used; sha#-rr t the requirements of ASTM C 869. 20� 'Admix ures be used in accordance with tla�manufacturer's recommendations and 21 nor-dtbrida acltating admixtures may be ud tai accelerate the hardening of C©F. 22 23CCF`srrtt 410 ruirements ofectti ,3t5 and shall be accepted based on 24 Cer�cata`of Co mph The prcl ltupershatt provide a Certificate of Compliance for 25 each tnfcic#c d of CRF in accordance wi SectjQ 6=a2.3{5)B. 27 Item 1 of the first,,paragraph under Compaction Is rem to read: 28 29 1. l0 super»qng roadbeds r��y rnba ments or structures, Including backfill 30 pr0vIdIJ ",*W,Sup for nee tamer w Il foundations, luminaire poles, traffic 31 sign# standards, and roadsidevrhead sign?structare foundations' placed 32'r In` h0ri ," 14 , no more than incly z' thi s with each layer compacted to 33 ` 96 percent of the maximum de 41,determ ned-by the Compaction Control Test, 34 Section Z03.-3(14)D. 35 36 2-©9> Ex V"A'd ►n Us>rrg:. r� I -Extra Excavation 37 This secti is rem 38' 39 The fttractor may y ' open pits or• pew extra excavation without shoring or 4{? ► 41 42 p1a0ed.1n dry material away from running water. Mil 43 t 44 2' . The integrity the;tcd stiture ar�ri its surroundings #s not reduced. 46 : 3. ±icer ' x anted ud by tar. 48 . 4. The excavates d6esot t# turt} the existing pavement or any other adjacent 49 strwcturat el�ritls. 51 1# a slide.oc curs In an open p'st� t ctor'shall remove the slide- material. if the 52 We disturbs an area over which a rgh, ly v�iN be bails, the Contractor shall backfill f a + i 1 and_compact the site to the original ground line as approved by the nglnaer.. 0 tthe slide 2 damages an existing facility such as a roadway or structure, the Contractor shall repair 3 the damage caused by the slide The Contractor shall,p q9tis"related to realoving 4 ria# # tt e , lrtd any pavelrlent or 5 struGt�i+raf.eiemet date by .slit'i� or:#T : or 6 , sof#er1 iol n ll` " tine;pit f o road Oat 9, foUtMn material a ttraer 7f1g.� l4oshey,remove: 1epis40 With "i'la`O af the...112 l60 r ` 12 �e irr lie1les g11d wpm now may 1 rector Vii_ a ► it �ttei at e Yio .$ # �� �'`� +" .his " #irori+ansha not��to� 7, #e, �+ n#rarer trtay #e � sld . t11 1�{tyrrr y ecrta l o tg a artd pour t # a n riei#hire dirrlansionshaN bear the"cost si; Greta „i r 2ff. � 21 22 f r n tel fiorary , # 't r*!? ents idea 24' h icu�r,ol' .` .± Conn load$ �rtill`.be 2fi 61110 v1tt1fr18 ' "t ft f0M, , the tc> a dl` at #» 26 �` 27' 2. Wised.foil: shaif" protoecfclls on. ad Z9' 3 Cotru #ior a slrll , schedul " + Via + Z, too,fp iL ati"is `r 4 !tc the } 32 Surface.,Water, WW ted away from the; 34 " lubma�`' ± ti +��►t . 's, ntractc h gs. 36 � spSK } i t VR1� 1 �5 raLl�iY 3 1's`APP �` teE#iQt1 S tit l.. r 4 4Q �e �nisn � `7be.l cif ski# t3 $1 fCir�spii�ie� shod be W Wd Wh su "? but Ate nofllmlted nte)"tiOg t' 4a 1 1 $6 €tau ny, s r corulitic�ns' $ "' 4$ Seglrtt�n�iiAlt��i#+r�i �M 7Y7►*n ` } i• E { 4 1 � 1 $cbs #rf t 'fit.fhe tuirements`€or {}y7 rdOnce with the SDOT k k chnic'a � n,M+si{ 1# , "'TTT r 1 : fe excavation, the sail �hr w. justifiication for the a T ,, j 40 _ .rWS[1G1T Geotechnical 8 L'� i�n +sr'1uai; a#** or toad arid;res a actors used, $nd justi ication for their • . 1 s6��i -4n accordance � the ; OT Gentechnical resign Manual, and 12 re to , AASWO desk,monue p 14 6 :; 1. n5 ,weight of cons#tctiart nt adjacent to the excavation top, { )1 t, f i"'rdt ►n`of.adj$eent t , {+• f 17 7,. `plan to evalU$te taaca"tkan performance throughout its 'Ile j T it 26, � � �.Cofferdama { 21 lr �' r seven are revised tO reed. 2 2 fiilt � rata storing ►s deed astern that is installed,prior to 2 excavation. t shoring shatf!'"" to `14 iplmrt of wits anr# tirnit"laterel ? 2 r rnta�ent � surrttng:struct+ res, . W,fee etc., such that tit O=A ft- "' Ood, 1 result'of t overhent of the suppW ng soils. L i 7, 28' Strui Ural s tOms includes d per sheet plies. ,sheet pigs with ; u tl ate.afferarts- pres 'essaci spud, piles, ve _. r°des with lagg 'and tiebacks, and multiple 3"t tit ' 32 �j 33 �C , trench shields sue«,shy systems that are installed 3d pale, she # u ris°honng walls installed in front of a ►r tc+ce +ed ,`are not ailora�l as a r+ u;*,.slurring. X36 p+ 's ri vtertisght enclore* sib'ai"'the bottom $n+ f clelgned for the , that urrouInds;ft of a strut e. Thy Contractor 39 si►all # pale Or intertc�l�� s � cofferdams-in ail excavation tfiat is under firer t b 'ground watt: 4 11:�6Wactor gs ' ''� dons sf �r methods and cartstru� details 'structural t �ttorts ,�. aiul. 6-g2. (1 ti) The r shay not' cal` h or cofP�dams, nor begin vs►t on.tapers structural shof h submittal has`been'given 47 by the Ptect Eng 1 t Ural�! ; sl n od or,c6n ditions'stated in this Section s -,the MSM i�s,vd-'Spe c t r#ions for farbie strass dear, or `the 2 >"b Brice" , Th11rf Editi6ia, and Wn, nl interims { t . s s F ,: rT s. is "Y�' K* 0 ° u , ;11 " I � 111; pttil bye Urttd; �. . �y ! e 3 Q str tare 15 f a �' � �► i 11 w �' `t A , t 7 � 55�F1 S' } 1� 1 :s t 7 ,T �4 11 +' Y .c #�' '^�rl %' t �_ ,a 1`' r D� �fy} "" " �� �� , 11 Tye t+ 4 si .� v� �` Y I 1'2=00 , -, i, - --- - ,j /l� 1 �� 11 `� s � pp r n b h *i 11 '" h � �� i e 35' � $ € s z .° t a t sd ' �&---- — " -0--ft" , �: t''ll ~ i n e, 7f 1 �t 11 11, �`::'l � =", ", � K � NO s $$ ,. 4$ p t.�/w 1 44 7 y, .Ft :`� 1 4' { " !' � ; ; -I'll 11 0 k ,��-11111 I� � �� IJ } k ' 't 3� CfI� Iti� T t S 11 ,' y}y( ! S 'A Y C � d #q #,t"'k. 'uk F 3 is 'V�1{ r , � , - -,' " , t�, � "_, ,-=0, * , I l" `e"�:-, , ,� ,. t # s, ;�y�y 11 ,ftAl� ,;� � , - =Wft�- ,� I 11 4�10 � w -',k,,,�,i, �=--,-o - . � I � �¢ a z 9 '!M# j �s.- -- �P�=1 ! -s t "¢ �- '° £ � �+ 1 ;'7x f+ :.� .�. zP t"{a t AiA 4A I I 'll I tRi .� }��-ra i �.� t r :,:�,��Ll:",:-��"',"����I I'-'--� ""�",-,- ,"l - i x 4 } . � x� ,. y, g"',00 i�i il�0,1 � �,0, -I", , I"-� - �1.11-11 W I } , , E�, ' C�� r r F F u " d 14 3 a a � ...Y 11 I ` } 3 X 3 p,{ J 3 E k P t" L, x . .' 1 +;s3eafman anchor deb k r no load zones; grouting material 2 acid str a list otn Via:end materials to:. behind lagging, when soldier . 5 i3es V��tgit+9 are used ley " nesting :pltn .the performance of the exaavOt systdem throughout ' design life,and 0 1 Q. An eitim49 of expected dtspleoe t or vibrations, threshol 'limits that wauk to g dial actions, and,i lit of potential remedial actions should thr l exceeded: Tthrash� shall be established to prevent damage 3 to Aa+ t #acilitros, as well ss °d 'Od atidn of the soil properties due to �w deferrria€ian. " ar .1' s SC ,2-12WTucTION GEtTExT#I:E 17 August?',,2146' 18 ° The secr ,tp�i revised t 'edt. 20 l" SYNTHETIC 21 22 2-12 COh SMM- 1noN GEOTEXTILE 23 This heading is reAeci t4 reed: 24 25 2-12 Ct'iNSMGTiC3W CEOSYNTHETIG 26 27 2-12.1 Cleecwrirt _ 28, The word Oeotextll6 is to geosynthetlp. 29 30 2,1124:,MaterlaW.. 31� 1 In w"firstand nd . l agra s geotexti a is ev�sed to geosynthetic. 32 33 2-12, .Cono-ru ii i oquirements 34 In the:first,second,and third paragraphs gootexii li revised to geosynthetic. 35 36 SECTION'3411, ODUCTION FRO Gt A ASV© PIT SITES 37 August'?, 2608 ' 3$ ," 3-a1:A_(1) Acc iaitlon 4 41- �#e l�re nt �, 39 .first paragra is revised to ready 4Ci 41 ,' ear ilia terms a€ the-Conti required to provide source of " 42 nYd �l , or if the Coot � ma �ris from sources`other than those by the g � Contractor shall, at no expense to the 44 Cantrac#ing Agency} male;ary ee"� ents for. obtaining the rnateriat and ' stall ensure the qu tifyr of maul;s . able. Preliminary samples shall be 4fi Akan by Qr r'n;the press of tt or.a designated representative unless the 47 n 'permits a, tleisif + not relieve the Contractor 48 mee#ing these ;pelflcatn're� , rmtdoes, it guarantee that the material k Ml sheet these rpgWrerr�ert i r,prc ir�g.11 9 may require add ti6nai oretlm it .it '- 4 .11 ttm � I � I I ,, !,,��- F,,I ir�7,1�`� - - " 7 "� � �7�, - "-",��1' , I :7 ,� " , � , A t to 1.so, "L h � f�I"' te �R11F { A `F -111-x� y j$� t } J 5 F ' per, t 4 ",I��,"-,U,I�"�li"l I�",-'..�"-z�,"�-1""r��-1i,I,1-"��,I�(�„��:-w,��;,,: *.*� o” 4 1 Y # , 79 #,r 11, /{Q ° .� Saver 8 <re+quir�:ci.,11 11_ik 1 Itildli�� „ £ w 4t <�. A y t r i ; 2t � �` �`11 x ' ",+ «."fie,teal — -11, I I "I SI �[:� , .,: ' M ?� } a x `q a tr Y � E 'pg �Yy { `g 7 � t,z x x 'Y ry? Fi }, f ; $` { �: r;} rt t c. i f `.. u., v..''„r�3 I � „'x r` t *° �=Yx r 1 S -#,, , 1.��% n �¢ (( g r&7 I w"m # ,I !#2 I 11,00, y[�� /�If w z N�li l*% may( 'fi x1 x ,+ 1 1. ;C - n } tj ]j 11 11 � � t r �_.k p..xa r ,t n ! 't #y' ;-"�„,sY.� �ar i ;; k } r n �# € s t r I 11. x ,, � i 4" 0 �, r If �$k ::� P fy+` t f5 t ' i I TAT dy s' y�s. - P" f7 '{ &F k '71e,y�'xI `k E_11 e ? �N t �.A err �s:ill q yy rVineor k t �,� tt "� y t k , "e: F � ?.1,+'<_ `Y1 -�+ 1 :s°- Y. r{ �x �,ij F 3'Y I i } 1q}} Y ' 4 - #`' 4P it t iii€' { ,�F 1 .I fti ( x #� � gttak "'t" a ,r1, , ,11 x t f 3. #. I I` 1 4 1 1 the dvwei. Any darnageto the concrete shah be,.retir®d by the Contractor at no cost to 2 j the contrac#irig Agency:'1`rafill shalt tie ee rep slots where concretd has been 3 removed. -4 6 Thy e� rre�5. h i 1 !^� i�b59'.�3. - • .• ,6 t f, 8 i i Perform the work described in Section&05.3(12),and the following: 9 10 'Where the pavement,is grodnd,;.calculation of the profile index shall exclude dips 11 and depressions in the existing roadway. The profil©graph generated reports shall 12 be provided to the Engineer prior to payment. 13 14 5-01.5 Payment 15 This section is revised as follows: 16 17 The paragraph following "Replace Cement Concrete Panel", per square yard, is revised 18 to read: 19 20 ;The unit contract.price per, square yard ,*hail: be full payment for all costs to 21 cpmplet€ .work as specified,''incipd" `flaw:cutting full depth, removal and 22 disposal of the existing panels off of,, the Contracting Agency's right-of-way, 23 preparing a surfacing below the new panel, provide, place and compact the 24 crushed s i rig or hot mix asphalt, #urriishing and placing polyethylene film,or 28 building :per-, famishing and plaang. the Portland cement concrete, drilling the 26 holes, providing and anchoring the dowel liars and tie bars,and for all incidentals 27 required to complete the work as speoifed. 2$ ; 29 In the 15th paragraph for=Sealing Transverse and Longitudinal Joints, delete "Cement 30 Concrete Pavement Grinding", per square yard. _ 31 32 At, the,top of the 16th paragraph add "Cement Concrete Pavement Grinding", per 33 square yard.` 34 35 The second sentence in the 16th paragraph is revised to read: 36 37 The costs of anrt#dityat pavement grinding and profiling required to complete 38 the wotk.as specif f . 't also included in this yrnent. 39 40 The h ragraph 4 r Replace Uncompactable Material is supplemented with the 41 folio f 43 AI pasts associa with the contsinmaht, collection and disposal of concrete slung 44 end grinding residue shall.be included in#he.applicable concrete grinding or cuffing 461 , items of work. 46 47 . "Qhl 5-44, HOT MIX ASPHOO 48 r l.fit 2,0011, 49 5-tl . H11 M1Xi °Plant 50 -the first paragraph is supplemented wlth,,the I ang: 51 1 4. Sampling HMA. The HMA plant shall provide for sampling- HMA by one of the 2 following methods: 3 4 c rr i si stac dd to te�Pfanta. A n s p g dev h Ong vehicle without Ii6 Si S b. sf " $ entering the ham vehIme. g pn �" in1"1`esttn` # 9 " item 3#rt this s t ri#s re OW tP rid: 10 11 3: 8amp, rig.`. fo s py t�ting � +'� �Cantr�tor 12 , rer by Tfze std ` eiytAr�r+r� in 13' therean+ .; e ,E ± rrtd In acootdrr � '` �P for 14 �NAQfi�JAASHTtJ�I'1'68. 15 1 Th®s+ t d paragraph jn item 3. is.re d to read. '�9 der co r n io*f PaY f r for soft th a p t#crt►ar nren, 'theoitratar, ri �f r i Vii" a `,;HMA 21: Jctf�rti. Then sire then:.by; t" trapting `at rt-nf the 22 " t or eta. they sha#1 k (ic on cif the POP �" e��4,t6 �test 23 res the W t p�a� ttte art r 24 cldnr .te in" Ii �. e #o# 2 based n the mscrl#s' f '0,4'ce <'is ass than 100', ter + ` w#N be 2fi declurted:from any, r r r�s d that may ''be+ dts�► flip oritr � under the 27, cohttia,at the rats d V 6'der ire. 2$ N 5,-CtM'Et4T, ONCRF.TE PAVtMENT 30 Apoll 3'C 5-Q5« ;Arty stn# # t 32 The n#rth psph begirt � , F `` rtc ;tesng f �. Rio �pl�ritett 33 with the fs iloau t g: 111 + t , i ,j , r� , 3� o 'd 35 The 040' tractr' boils li '' ordl 3{g�N� , or 64.36 prote+� + crate► yrlers a ,Ies from 0)(1d"" il�t 37 = d+ #ice erg.` # �`a nth, u►. t . nt f : 38 bt xes s11411 be'it'd it r± ate i tw on 40 "SAO) 3+u r 41 The first senterrc r irt_ a sadonit par0", revl xt to head Pte!? t t; r �� r t'�tr l�f{ . �.+ 43 abgi` ►da # d e # ��� barond each e 44 of tFrrb is to � + to mmo+dat+ the slip- 45` fomil ecio prnent 21$ 00 5 old* 41, p+ �Ig ` �r � # 8t1tt � titt1� ' The. p l�r�edto read' 4 9�an t � � i 1 Tlh 0,aier }�, the. ire least 97 percent of the approved mix } F pp 2 d de l . A, ;t ry determined by the Contractor using t 4 t ��r �rf less than'96 percent. 4 AMift g #Peen cement -ate pavement placed adjacent to existing cement concrete. 9 ; peent, thetticai face of fit` exists .working joie shad be 'covered with 10 potje#lylene of building paper in accAiirdance with AASHTC)M 17'1. 12. 5-+ . {'!>ti Tie lr d Dowel gars. 13,: , The second sentence In seventh paragraph is revised to read: 1 14 .E 15,;1,� Thisepoxybp0diricagent shall be either T l or[1!epoxy resin as:specil'ied`in Section 16,: 9-26: kl 17 . 18 581 Be tathnese 19 Thor sf sentence fo fit paragraph is revised toted: ,. 20 21 ' e pavemerft athrress will be recCed , quireent furnished and operated by i 22` :_ thext t talc of f under supervision of the En�gi�"r ,%dttiin 48 hogs foilowin placement "COn 23 1'et . f: 24 25 5-05.4 Measur+st >t 26' Item`J.`fs f .i 27 2$ 3 The depth be;determined frc rence :cores. The depth utilized to 20°` caicxrfate t� lun arshall-not,isri red` P—depth plus 0.04 feet 34 . 31, SON 8-02:� RETe BTRUOTtlIk-E ry } 32 2120 7 _ 33 !t-� rtg°Materials 5' 34 The th± d paragrap�la*,revWW to read. 35 36 The use of f ash is required for CIS 40001) and 4000P concrete, except that ground f 37 granulated blest ice slag may be substituted- r ash at a 1:1 ratio. The use of fly 38 ash end ground °granulated blast fuirnace 46'o ptional for all other classes of 39 concrete. 41 lC+ ►rttf-aotr 42 T he first paragraph is revii:ct 'to ceati} 43` =44 Contractor shall provide a. esloi, in w b to the Engineer for all classes of 45 Cpniete specified lrz the Ptar exert fcsr= accepted based on a Certificate of 46 . n�pfidnce , O concrete shalt` p � �.tpe'Engineer has reviewed the mix 47 r u ree average 28'day s .s en shall be We per AC1 48;' ortT 5.3.2. A11�,1 i ►1 31$ shall be used to determine 49 proposed mix 'for P sla provide a minimum fly ash or y 5V tito W.`granuiated blast furnace sly. per oobic yard of 100 pounds, and a Y CMS h 1 minimum,cemen# content per cubic yard of.QOq pounds, Thep mix for Clas V 2 44()OD shall provide a mir►imurn fly ash or ground'granulated blast furnace slog cxomtent 3 per cubic ;yard of„75 pounds, and a minimurn, cen t 0-dOat per cubic Yard of b60 4 pourtds:;A11 dr'daete ntlX;tesgr�s d � r pre( and commercial 5` Conte,: lam have a`minim drr '�ti+�ue malt+gin : '. per cubic 6 yard d}f concrete: 8 TtHa sent ",OF, the end piarp i ;€arlsd,td�teed: 9 10” 1`lre{ dr �'s subtlitt do shii be r ,: !•�� aii " 4 pro #e: un u± i ler t 00 Orr", r�nat d jn and � pdartiatts 12 Ord,.the awe ,. � her 13 hilt the(nix is 6W 0 .. modulus, and'ttr.rN' .. 9 5 Tie fowing new sentend ire r th±e first seb w ' 1 y 17 An a err to cx�rnbined:. ate` r atl.0-contorie 10 A`d)'360000 `144,1(0 may also 15 be used!. 20 6=€2. C u of l�+�n t f C 0M ippHere. (" . , 21 The t npli Fund the, per�igrpt (1`#lrrotll� meted dnd red with':� . 2 24 # Pleat prua0t �y aiin through a naF :.; 25 6 - 1, Ceriifidt�n 'by' tonal 11AAix ,� rte � � • 217: ittftrron ��: y#e ACA 28 at lam: t; 02 . n •t 29 Tho Nt�Nt A Ali tae dar a t Wh+ t this 30 method of :ueed`the f+av�ng fat slit be abnritti 31 to the prole ' r ' 32 33 a. A ' Y " rtt Idtt+�lCA"a ' dffc�strd , "the 34 cone #e i s s) WiSDOT-F �e .af the `trdilC°rte .Cale, . 8 voltrh � .watery`bet ng Wad O 3T rr� iten = ± r1, 38 : 40 C �#lst� � � shy �: '�r . a 0 , 8tat@ Of � * in devilr relent IWO islr tip "Cllediat1: h cif t is" �tits shall,be iubre ad qel to the engine+sr- s }4f . �4 . • A; �w FAx`q M' .� T yh'- '3 47E7F'7. } y{p�r � 'the lil�i *r_ 150. a - �., ltcatt tt�ater- betchin yF�!1y devlts � war i ►tt}4 idG 4 K .s a - "J' 5 :'a r. 1 3 a (nitpec on i�tsd by the Plant Mina r, defined as the person directly rrc tl ► ItbiCA Plant Certification On prior to the start of a 11 4 , tom` e'of the project, and meet the �� t t ' a 4�1 Yl to, "Staw _Votumenc 8atching r. Plant Certification checklist shall be 9 lgnoe l by the Piant Manager and notarized. 10 11 ;!#' b: he signed and notai i;ie,d Agreement to Regularly heck Scales and 12 .Volumetric Botching 9 n is page and a copy of the NRMCA 13 Plant Certification checklist door;page showing the plant designation, 14 address and Company,npei i, plant shall all'be submitted to the 15 lro ect Engineer with t ocirtte mix design {VViJOT Form 350- 16 F=, t?4t?)� along wi#h cOP16 of thiilir ` Wit, batch plant scale certification, 17 admixture dispensing ter iitce n; and olumetric water hatching 18 devi, as(including watery motors)Verification. 20 o '6 NRMCA Plant;CertificetI9 rchocklists shall be maintained by the 21, ,'J0nt Manager and le- sob ject, 1o' review of any time by the 22 Contacting Agency. ;.:. . 23 24 a \totumetric water batching dues (including water meters).shall be 25 verified every 90 days. 26 27 6-02.3(5,)C :C'QVIT�lrt nee to Mix Design, 28 Item`2 under the tt.Fpargraph is revised to reic# 34 2. Fly ash.a� Il d granulated blast furnace slog weight plus or minus 5 percent of 3'1 that sprei,. the mix design. 32 33 � � t �S rmpti °°and Testing.for,��► pMsslVe Strength 34 is s+�n�i�ctuding t1e is revised to read; 35 36 aiin and 7esu tarnt + ssive Siren{{��th and lnitiat *r 1p4�M mh r �ry�a�rM n 361,01 11 fist w °k,P ` x r Mo,,,�.a iJ nd f + � yea�4g".1 1 fIj*11; 37� unng/ 38 Acceptance fisting for compressive siren shatl.be conducted at the same frequency 39 as the acceptance nce tests for temperature,pera#ure,cons#eiy, and air content. 40' 41 . The:Coma+ cu shad Via , .a maintain,cure.l as,`fer euiing concrete,cylinders. 42 ,Catracr stiff alsoTprc>vide n�am#ain ait operate a!1 necessy,power sources 43 rind tnnec#inns a tt , urtog bt�x CCra► te cylinders shaft be cured in 44 s`.cure box in a ► �oe nth for AASNTt fi 23. The cure.boxes shall 46 1 .11, maintain a concrete with specified strengths 46 teas than 6000. psi; enF for come with specified strengths of 47 psi and h 6i p ometer shall be installed to measure iatemai to .;t#vermometer shall be readable from 49. outside of a box s h and low temperatures in a 24- hour _ ent that prevents moisture loss 1 a rocking lock and the interior shah be , . ;be ►een the lid and the box. The cure' J # • 6 9 �mi S.f �# f � -Y-: g '�,z-.p,t,r t-^;�i'Y:. f'• t+. �, s • ga e t fi � �i- ,•: Asa. 1i ,t : h s • - vrt�• �x�,ti �f - :.• R • Y ;. t IT, • :..f i m 4 Sy» �.#r.`"•a i*'u i, i #' # F' «:�' M4:� r.f ,;d :! . _ #_.. �Y, � - @ • Y € .t � # f f• 9t# ,..get of F 4� :,ft'.' e c�, f < : • # • .�s ckf i'i ''A d #; , '; ;.4.. � "`•r.f'� ,a`��t� 6" ds:, 7,Y;. � `•, �.c�.;. �: •�, A E f g9� :bai�b�° t�s�� �r�f �° Via# 'd ' • :f i g � •a • : ,f ti s, m : ,:� as r+i a a• - € • f ! • t, f�aef t w ! t t # ! : tut t `+ • r.f f.� � f+# rglt i3 "i3 •. ',:9 k #'i" f7 fitfd.a dT ! d b,' 4aseE ;Y t'w`�i . a f :: �t • W :- 'm':: � 9 .4 ;':.t a". w �... _ _.»qf..: #.+.,;;; ,�$T......f :: 1# � :,g :• 4 a •' � �. #•#d R..f • a &=t. m�A` ., «_.. t Y f';:.:. ', ;.,�a g,i3: �..;: >; :a �•. - # t^:.• z 4 o Y€'# •, _ f _ f.-.x �&: f f� a i_, �;,. -� . �, a g� :m s e � # { # • # ifA A � K .: 0 "�.,. 9•-, ,�a<i. Vii' 'Y. ` 1 and temperature data o b y s, shall be provided to the Engineer upon 2 oast 4 tperatures measured by the 5 mature ► Zintained at or above 50° F and 6 the These conditions shall be 7 " t ., period required by Section 6- 8 diz*1'l), whichever is longer:"`©urin l this time, if thelemperature falls below 50° F an 9 the maturity.'met6r or recording thermometer,' no curing time is awarded for that day. 10 Shouldithe .+ rttractot'fal to adequatel�r.pr©tei :tkre concrete and the temperature of the 11 conte#e falls b®low5b during curng,'thepgirl iriay reject it. 1Z 'l' 13 The 'Contractor,iii solgly responsible fc�:per+ ct ng concrete from inclement weather 14 during the moire curing period. 'errmslon g by the Engineer to place concrete 15 during'Dole w+r thdi' wit(`in no way enet r edoepte a of the work by the Contracting 16 Age1 mould the ooricret# placed under such.editions prove unsatisfactory in any 17 way,'the �li6 'shall still have the right to"r*j �t the'work although the plan and the 18 work-Wer6x n d out'with'the Engineers permission. 0 6 L 3 011 P"r'"�# Against Vibrti on 21 The#ast'sen#ence ih`the second paragraph is r filed to lead: 22 L 23 See the Shaft l P!ovision, and Section 6=1E respectively for shaft installation, and 24 soldier pile shaft installation operations. 25 a 26 The first sentence to number 3 under Prescriptive Distance Method is revised to read: 27 28 (3) Equlpment Class`H {High Mbration)'shall IndUde pile drivers,' machine operated 29 impact teals, pavement breakers; and�r lafge pieces of equipment. 31 �'i)�; �uti'tti� i�ncr`ate 32 in a ri i. ut de the it "paragraph, "box cuivert'tops"le deleted. 33 ; 34 The second'paragraph"is supplemented with the follav*o. 35 . 36 Runoff water be collected and disposed ,of in accordance with all applicable 37 reg ons., In no ca a shall runoff water be allowed to enter any lakes, streams, or 38, ath ' acei vicars. � 39 �- 4Q 6-02.30 Pif : fob f owork rind �ortirnwot'ic fo FECitX,{ :the fcarth paragraph is revised to read: 43 an,State ant Tranpirtion 44rld 'send Structures der Ltnderson Way 46_ Tumtter,V1f4 9850g4 47 b , 48' . t�*M'N181A Nonp , P we rk Plans 49 "'The'address for Mb d iw ° `the first par raph is revised to read: 54 51-., WVihing#on State Frei Qitn rtetiott. ' 52 fridge and Structures Er , :,, ti•` r K S^ T i I �' � -��'�4 ', , � I�'.,:� I� I - - I 11 , I ,� I I� 1, k 1, 7 Y/L 11F�14�Y1'SY Slit 2 ,Ti i w t ►r,WA 98501-6504 4 ' t f ,'I ' �� v 3. * e. '� a a 5 11 _ �` �"P i 4 ' rs ._ r I 11 -F .4; 1 S ) 2 1 -t � '77 �� y� a I'll I-RE�i��fr i�� -s -r d } _�il Vk ,Y �__� s ,� 3 fi § �r� l v't 14.-t ,. v rv. .�. .r, �.,. .. ,r-•' Y ? =' 'T � Y, w, fits �"� a � � 1�i '' - I , '�'-177' 'Ir, ,- r "'�r�' " � � ► �: x r 15 1- 11 ` �ti . �;x. 1 15 - y } . d I � 1- i�,'" w = ,- , ,#t z "r d s #Le f' .� �..". ?;.' F` �" 4 a, t# s ' � z iy r.' I 11 #i4M R vs 4 4 asp r s s #I. w s '# 1t f z # d. x f- C�c '� # !, "Yf d � y'e'w a '�� .�'t��,�r.��s?���'1 L E rh �"s Yu ' -,i 'ilk # iti - w7a6T` , .a f r r s mn x x, r�xis b' '' `� �. � k s - .a .` ig �`" 4 1, # ��F �� J"` f� 4 t' r I 11 - * !tom' 4 -. � : , , it P""o { ' ' ' T E i 4 l�F t':- A j h t 5S"t` i 11 � 1 . !' s 4 iI k . } i` g .4 FSx �'. 4+r3 ;,sh tll t et tt3 st: ` 3 � 4 4i # • . � � �:.:top .of any, Concrete masonry 5 f � i�nP self or alkaline water. g 7en� , ;:, tpp,+af any concrete deposited $ ' against eti but Interven ing forms. 1Cl f1 =7rtCt ea betwe n Adjacent tai`s -a.la yer Roadway slab bars and the 11 , top of the ray"stab. A2 13 2-iriche betwoeh: Adjacent Peyote stn gars and the surface of concrete 14, exposed ta;,earthror,,weather(except in roadway slabs). 15 Relpforclr ` mow. the faces of`forms for exposed '16 aggregate finr�i 1 18 , 1 ¥ 4ri h+a en:" Main b4rs".'aridIfis,surface of Concrete not exposed to 19 earth or � ab,.bars and the top of the slab 20 # �, ;,(except rQ ) Barrier and curb tars and the 21 surface of, be. SErrups and ttss and the surface of= expose to earth or weather. 23 $ F P 24 t inch tyetween: Slab bars �iad tl bottom of the slab. Stirrups and ties 2�5 and th�r t� t�,concrete not exposed to earth or �»6 ,weather kP..apA N 27 28 6.02.3(214)E 11 Re nforCing Steel 20 This sects iii- t4 read:: 3© 31, tllfelg roroing bars shat! Co to: curements of ANSUAIl1l5 01.4 32 Strut`a11 �°fi�e-`Reir>forCing;�ei; tot # r�i .except where superseded by � .. 33 :# Pr"� plans,and these4fiC ►t{or 18. 34 36 ' 6 fore any t ►l ft begins, the Cwtra�r s obtain the ngtneer's.approval of a 36 wr#ttert° VrO for each t of, lad splice'to be used,:lnduding the weld 37 procedure ons and joint detarts. The old procedure, t�►ns shalt be 38 written`on i6klen'from AWS X1.4 A' or equivalent, Teat results of tensile 39 strength, t ch and vlsuat exarainatiort' W- be included.The form shall be signed 40 and dated. 41 I leis sha11 be ualC ie in r r r "with A S U1 �#. `Thd' Cbnt�tor shall be 43 11 rr> t�stble for trl Qf welders, and shall Submrt welder 44alitlon a»drier firpprl l`he weld joint and 45 pion a :; lie in aCtriactceuth AWS 01.4: The Wilder quatia �� Cf`indu►itety`urrxiess, (1)=��the welder is not 47. giged in a'give" fcr„ htch the Weller is clual'rfied for a period ” e rc ding six months r� ' 0 a c reason"to questrort a welder's ability: 4g t4 d v 50 F11 metals used ,i b shall be in acxordanre with AWS 01.4 5 Take 51: Alt fitter t en and handled,'in<COrnptiance with low 16 hydrogen pratts i ► fe. 1.. t RUFF a:� "'"t� 'x .I 'x>a. r Y", 3�`q .:+,, °' ,� �' 3-€rti� �- xt 4h - x } R i 11,� , ; ,�11��,, i, ��,�,,, -,,: ,11, ",,,, ,, I. , I I �i , "i"e, � , , I I : I -,�, I . , �i �; #irr td,p�rert bSs 11� , = I'1�I �i�, ,,, `_,� ,,4 , 1"�" - ,,, - I " = ,r' ,_ : ." ' ' r x � '�b� .� wf,a n, f k ` �` V'� �;9 r fit. a G-to k ,z 4, ._ -� p ,� , , � � � " " , ��,, , r 6" I , - =1 WOM 1-11 � ,! F 4 Y d f rk.B "p £L S : � _= I'M . 004 C� ' ," , — 11!;41i:12i 041,0'"i4 . � , , ip, . I 0�**,�,�',�,I M, --m y' S 3? }'a �k"J t1 f P FL I , , �k , =_��,_"!,I� - ,-, I - - I `1�_ - � i, [ � �Fii r3 i lyN,'f k. ;4t '� y> Y, S, r 11 [ v e r ( yeas `Mr �11 - �w 0 =ry '"""""""' 'kilw .. r .', �, Ii'. Ili h . . 1, , ,,, , �,;A,,''�_�,:', , �" -4 _ - -0,001.11111 11 , ,", 11 I 11 I "I g s, p ( t >. tf £ x 1, 7�zlll_% a 4 1 8 ! k ? x i ( vs f f^ / r ffi r ' u x „�z d rL s£ z"rf 'x` '�'n g r �j �M i y�fiy. k el , �qj�" 000 i■ �., ,p4yyy r � Z4A "�!�`�d6"YT �'d.", k �M. K� ""'�- 11 - �y J' .F' E• �' S.e $ 1 � Y �1S 11 R; �'�r r '"e-y ,I y^ � x . e. .': fit, ' r r ,11# r aA rs { z 16� �} x� -9 7 O", w , �,,',�-,,,� - ',", ' ' - W �T F�" 1 by ,V�� 3 d `k ,,g, ''S t ; t z, =0 ,. `k* jk x*�. 3 #C yy}{ � S `i t` 4'C c £ F j Y'1 y k -� r �^ t t tr, a F� t � ¢ Rs y',f 'h; *�``+€3 ft t -v 11-11 i r1. e£ �, S,. Y", i 't ! .i. �Atfrh '''t '3 3 11 x - �O, x � ;rx a az k xn5 5 i �■y{y 'E '' > Ei ,. ... j l 11 `✓ g d Ir fir r` ! #" ' .�s s ���t f r k� s �� k d: A) t S. t ) x T r �' ,f t # k a s S�k , s x r 2 f`u »' ', a : y a .. x i. �, x d ., t "` h s 3k fi t t pan hs k a. , y. ? u k'(zt . -; a �,ti x Y» ! ?Eke j { t f ttta s ral elements,t # 6r`'s ll submit: f ' �V WO,of shop dr g; ►partrnerrt of T sportation 5 l #tires Enr# ?p � addressed as follows: lft US postai y1Wb0 i €e' ` .,'`,r ;r4 ;'� t ,4 i 7 °if sent V a kdr=x 16 r x 000 � t+�: TIM7f r ff : A #� �� ' s# a re �lf `# x � t W- 0171 '. 'cy+ f r WOW to MOM VK 41 77 KIM, W ,ryy/;, WWI ,k:c >t .,.r- .y �:�� f A�'' �; ..�tt 5^ R r } : 'X t ' ' # f Alf: lots Q �� 1. ti {"j�{{ y X s', 8 is ys 0.4 + .+ mm toy SYMM Solway Ilk # 9 r r Limit# s r d A SAO 'I WO ,F .. r x` MOM I Lon of 77 n € r s %. "s �j _ A[,{ry; `s .� -� yf r rf r t' T'@ w Y R j u ;ViR{ a �il�l -� C t '� /� �YL'4$3TC p r c £ P e � _ �rp� x 'st is mom 1 won W . givilY -�� � ,� F -yq i# x1 xiiFa i Ai Mj J;4,r, :Z 7749777:77_ zt WK Wall t x. s tY i)y n 4 rjsp ,�'h .. } P 3",ii i °t._ a'�i Lek # Al �� '� f j a ii% WAX— # mail, # a a.�'. tai MOM IM45 SW MAT r � � e , � r # - IS 4 IS.. � ? ��{ we, � F Cr ui i t i ' I eve ,4 $1 _f1`10110" tON0000* 5 /kprtt ,t g tf 6 6la 7 Number 3: is revised to read: 8 , 9 �3. The Rune' 'ilVat4 Disposal Plan '(if ahydro=demolition machine is used). The 10 Runoff Wit er'Piisai Plan shall describe all provisions for the containment, '{1 collection, fiFtering, and disposal of all runoff water and associated contaminants 12 and debris Vet rated by the hydlro!-demo#it#on process, including containment, 13 collection and;disposal of runoff`water and debris escaping through breaks in the 14 bridge deckr 5 16 Number 7. is revised to read: 17 .. 18 7. Paving equipment specifications and details 'of` the screed rail support system, 18 including fists of anchoring the ralls and prodding rail continuity. 21 6-00.3(6) Furr_ ttk Preparation " 22 This section Is revised to read: ` 23 24 Once the lane or strip being overlaid has been cleaned of debris from scarifying, the 25 Contractor; with #�'iLo tigineer, shall perfon art inspection of the completed work and 26 the Contractor sha##m#*those areas of the existing bridge deck that are authorized by 27 the Engineerfir;fuith6udeck preparation'by the Contractor. When hydro-demolition Is 28 used as the method of- rification;.the Inspection for further deck preparation shall take 29 place after one pass of the hydro-dernol ion machine. 30 31 Further deck preparation will be required when any one of the following conditions is 32 present: 33 34 1. Unsound concrete. 35 2. Lain I of bona 1tween+€! sting Crete and reinforcing steel. 36 Exposure,of� rang steel to a dapth,do on of the periphery of a bar for 37 a dlstarice c ',2-inches or more aloi'i the bar. 3 38 Existing no ncrete patches as authorized by the Engineer. 39 40 Furth performed beyond the areas authorized,by the Engineer will 41 be a e tra expens6 in aocordance with Section 1-t15yT. If the concrete 42 6v6da 'is placed on bt je deck as art of the same contract as the bridge deck 43 c;ostruction, then a## weFc associated with the further deck preparation shall be 44 performed at no additional expense to the Contracting Agency. 45 , r` 46 6.0,9,3 P#acng ocC e ai :Co crete X47 This sectionis revised to read: 49 Deck,repair oone reta#or modified con 6te 1y6i!Wys shall'be either modified concrete or 50' come Class M. 51 Fy is i B i • �,i i i. q,p i :.i is i� i 4 �b +� i � M i : :,®.� i,R fi 0^. # i' if' �i.: i^i i?. i� .i 9 i i 1' • i :� � i ,. .. 9i-i �.;.i iii i i �'- 'i ir.,A..;. F�. .Y i d i i ;.A' t;. • 4 i i i'-�; f i ': : i e i Ci 6' � i -`i1 $ a i it ;i 4 i^. i i i d' i.�: i. 5 �.. .i if ^.i�< i. ir, i �f '6 � �8 ! i k Y "^i r-S � 4ii i t:-.w i i^<- i ;, �i'=..8 ?Y@ :ir• i $ ! 4 it.a< i` i*.i f+ _ i a ® � a § e 0- c i f a is @ ::i i i i s bi. i Os �i im h{ @ � "6 i :-i°: i :. ;i i � i ii i i+ w 1g+i� i' : m I .. i i�A w ip�:,&N' i� @s. Q 'i.8 •i Q i iv i :�� a • � +�° � i t � i :i :'t i� :� i � r,i � i �i '•i :.�i t i E--. i -#,i =ins i � i� a o" �" . � i s r: ik i i i, i r aJ, i : �, !+i i i �i i;:. d'»;N' 9�.A ."'3 �f�-i• Pk i7 6 �'-.i=,..' i ��'- -� i • i si � KA i' :F ..� '.'" � @ s i °' �:i ': i :....rw :;;# -., .. :: i'�,�....>W_i -� i s !! C i' cow is i i .-i i � i0 ii ie.-> .i :.�i i ,i,t - i w € a}< "si i (a� i� p �: K i ;:.i+.. ...+�;=..r, i i�"'M K f •i � :;, d ': ".:;1". lea t:. IP :, 9 i i.. i:: $ ',e D �'d�5 1:.: 4'-. !N i � a Pi � � i fa�z i�r; � '���• if. e is ��� m� z.-r: i � I a N i s w ;,i . : � �� � : a'�f, � " � �� e � 6 yy A 5 s ® � - 1 Coming pins; pica anchors shall,conform to Section 9= 2 (" 61 M 23 . All,other hardware shall ► ` ,2 � 1 �e � wince with AASHTO M 232. "L STEMS 7 ',N section mcluding title,Is revised to read: 9 SECTION 6-'t't# EtNFORCED CO CRE`# WALLS 10 6.11.1 Des;640 n B i' 11 This work Consists of>constructing rein_ fbrced t ''Crete retaining walls, including those 12 shown in t1ldsrd;Ptans,_L wails, anetfurtterfort wails. 13 14 6412, Milt �W 15 Materials sMN met the requirements of the following sections: " 16 M. 17 CemeH1# 9-01 18 Aggreg P land,Cement'Concrete 9-03.1 19 Caravel 1 9-03.12 20 Premolded. int �, 9-04:1(2) 21 Seel tinfcirt�1r 9-©7'.2 22 EE`ao41r- t+ ��� � infordir 9:, ri ' a 9-0?.3 23 ncreteCu l tell`arid Adtni�r t _ t , :_ (9�-2a3� �,C�f,.l ti f ` S�, i•°.i �M. ,fJ ��;. �3y—LyJ.� 25 Water 9-25 26 27' Other mateils require cl shall be as speCifled in theeciat Provisions. 28 29 6-11.3 C©nstruction Requirements X30 311'!, 1} Sim # afs 32 the Contractor.stmt 0brri-all excavation shoring flans'to the Engineer for approval in 33 a ordonce wd�#h:,Section 2-09.3(3)D. 35 The Ccmtract r shell st rnit all falsework >and- fon'"Work plans to the Engineer for 36 approval in accordance with Sections 6-02:3(16)and 6-02.3(17). 37 38 if the Contractor elects'to, fabricate end erect precast concrete Beall stem' panels, the 39 fellowing information l tl be submed to the Engineer fbr approval in accordance with 44 ; ct r 6.01.9 and 6=02.3(28)A` 41 Working drai+ rigs for fabribatloh-of the,wall stem panels, showing dimensions, 43 steel reinforcing gars;Joint,arid#joint filler details, surface finish details, lifting 44 devices with`_t. rnanctfacturer s recommended safe working capacity, and 4.5 material specifications. 47 2. " V , Jing drawings and design emulations.for the erection of the wall`stem 48 panels wing dimensions, sup rt pots, support footing sizes, erection x 49 b lcouts; embar sizes Con!"tect ons;�material specifications. 50 ,�, s J iations for the 'recast w s `+ aeciton t�ettien . ►esign ca cu p the precast panels and.the tit-in=pt�t fc #T ,: i 3 r plan footing deta as ,In the.Plans r nI Plans. 5 The me! r �t�'�the r� J� I �l - { Y 'lot�," �' 1 4 4.e ' i - f ,": /}y� ' r - # 11 11 ' V/ J" xz3 k 4 �=--,,," I •� N' 1 + ,= hc ,� - 'A,"O � ,- 9 � ` ,� e t , a � n r# I 11 � s� �� � ' s 1 �y a r 1 16" f yn- -�..My' "M1 5'I I'll t #�tidn ,anda , 9 I 1 � t_b norms iii b ".hJ�/�( .i,}■� ��y{.q�� 'jet a. tsar 2 for ,toads s.;. :*{ '�11 # , M �t!liiR i '� � t 11 1, I ry 4 � � .I , z;Wwl'"Wi� — - � —ilt .�, I t Y } * }� ; yy(*yy� A�lV Si y� y�; A iS. { J 1.1 -i� y w lei ^„ ':A" "`v. f ,�. �i �+ I.� t ' ,x'f .w. .,,yp.r,.p., .,�,�y,.,,,gd.we v, + -,+rt. „�.wwt» xi I'l< +�77" "'�sy„ �.` ""*"'""' 4 �q! 1 i 8 � rF F M' a � I I � ,1:11" - -,-, - - -Stn tom° ., ' _ - 11 I - # s s• Y �'x a } I, 0 ���I - - �, 'y�. s h .t k* 3 : ?`''' E r fu 1 Y P , h r✓ s 4 5e' r } , i r� f y r t k"', zR " ` r it8 Y � . I� I tf", -"",O',t 40,00�W*F � �'- = --I Ott , < , *+�� ' . ;� I �' ;�� a r 1 , x 9 r} R I� t8 .�"K a 1 U2 inches n�um. The shear key Wi #fie c t nuous and shah be of uniform width 'ov+ en�ttne. iet�csf the wait stem. 4 T o � ahtpnvkiie the e7 M as noted, and to the limits exlo rface finishes achieved �, � 6 wt�f � to Soo# ��:� x4)as supplemented in the t :` ice. arr �rtad . be use Precast concrete wall 6 stern panels shall be cast in a vertical posi�on it the Plans call for a farm liner texture on 9 troth sides of the wall stem panel 11 The precast.co�te wall`stem panel shall be rigidly held in place during placement and 12 during of Ahe footing concrete. oa: x �t 14 The precas 'corn+ °wall stem panels"ih Q i be placed a minimum of one inch into the 15 footing to prove,a shear key. The base of the precast concrete watt stem panel shall 16 be sloped %inch.per bet to facilitate prdpe r concrete placement. 17 10- To.ensure art a flow of concrete under end against the base of the wall panel, a form 10 shall be,Placed'-,-parallel to the precast'co Crete w-aA stem panel, above the footing,:to 2fl allow a mtnln�one,foot head to developin the concrete during concrete placement. 22 The steel ralWOW-1,g,bars shall be shifted;ta'char the erection blockouts in the precast 23 concrete wad`sw"panel by 1-1/2 inches minimum, 24 3 25 All precast concrete wall stem panel-joln#s shah be constructed with joint filler installed ` 26 on the rear 6a flill side of the wall., The j rtt fir material shall extend from two feet 2T below the #ice end level in front.o ihevvell te; 'tczp of the wall 7h8 joint filter shall 28 be a nonorganic flexible material 4nd $half be° nstalled to create a waterproof seal at 29 panel joints.. _ 31 The`soO. be'apr►g pressure beneath the fih;6 ork supports for the precast concrete wail 32 stet, panel$ eha not exceed the mix imdnr`deskgn=soli pressure shown in the Plans for 33 the wall. 34 35 6x11.3 4j C,406�Place Concrete Corietruictton 36 Cast-In-place concrete for concrete rei tats 'I shall be formed, reirifd cad, cast, P1n ryar S11P+'gX r �IR1MY17t t q^.l 11�7�+t n p' � 7flr � •••,, . q t7R S *1 T ' t 3�` cut ed, and ftnlsled ire accordance w"�t� �oot��b�; ar�d the details shown in the Plans 38 and Standard Plane. All cast-In-place concrete shaft be Mass 4000. 39 40 The Contractor shall provide the specified surface finish as noted, and to the limits 41 ; . in`the Plans to,the:®xtertor concrete surfaces. pecfal surface finishes achieved 42` - v�fc r ilrlers stiali nil rm to`S+ ns t -02.2 and 6-02.3 '14)as supplemented in the 43 po Ptwv signs,` 44 45 b place c ricrete f or adjac grit ,waft, tee sections tbetween vertical expansion 46 jolntsj.shall.pe formed arrd pleppre#+sly, with a minimum 1 hour time period 47 tetweeri concrete placement operations. 48 49 treed joint `filter, 1/2" thick, 1 `per full height of all vertical wall stem 50 14. 51 I 6.1 X1.3(51 Ba6kfill,Weephol®s�Gu . 2 Unless the Plans spec�f c4iw nti��, baddiff and "WWhgies sshall i (ptac d In 4 a�r�ne 11, �d +s fi ' pat in a � , Q .� ,. � than tie c�rrt to'11-1 I . ;,� - P .. t 11 "� _, 3 '' � n8. 11 I 1 1, 10 , ',,' . , 1 � ;.' ,�'11 � 11. ,.;T� , �, ", r,,� Z, ,_* I �j I 2Q� ret* it 4 Ise rn�a��, . ��: � 11 i h � .was �� .� n 0, ; ,11 Qgy�� � a 1 A•_ 11 11-' �# Syr i y�./ t :�,ai,1 , :��,,, , 1'� i 10,-,,,�-,I�mo-fi,i n- ,;I I ,� - I -I llor � _,- , io�_ _ ,'_ , " 2W. 1�7���I ',,,j'",_,, ,�, '_ r 1,, °' ; s}lrr} � #1W7 a (# # 1 w,yt f f t k a# �t 1 :( �,giz , e� 33 "14 pax p �1F N B 4 a t fi� i' � '" I I I . � 11 , I "", . _, �'' - ,"1,,,, -, - '__- �-,- "W t Me /�j ,. P x 1 R 4 T ' '" 2 Oft ow r' =, �#yya� ii .. �, ". -1 � 1 4 - , i , I ,Oo" A, ". ..,�- . ,n ... le `1,)= � + k 9 Ito l*, n n :11 4� 11 i s' 51 i� - , ts`�� 10�t 1`II �► < ii 1a a w �� 11 ' 7 * J .f fi_ s t,)� S�t x t Y a s �.s � �4 ; f f: n � `.11 i t�. 1 j jx �t 1 ,t 2 _ l� pan+ is 4haq not.tare er d lint the foundations for the panels 3 � z'rritr�irYtut71 impressive str+etq tt�"of 3,400 psi. �.0 the p l Is to/� their foundation shall be "snag tight" s 8 .St► 16-13x.5' 'RUCTU Q iI E/4i~tTi'�tALLS 9 AOdl , 2061 10 6-1 2) Subr to 11 The filth'paragraph i revi sd to read: 12 t 13 The design c t=1ails,and working drawing` submittal shalt include detailed design dimensions,: qutrses, and cross-sections necessary to 15 tract the The calculation's shah; a detailed explanation of any symbols, 16< d input, ` 1 property values,and computer programs used in the design of the 17 walls. :Alt r output submitted `sh ` be accompanied by suorting hand 18` calculations d :the calculation proms !f-NISEW 3.{I, or a:later version, is used 19 for the v�alt design; Mend calculations supporting MSEW are not required.. 20 21 The siti paragraph supplemented with the fopov : 23 6. The minim soil reinforcement length shall be the greeter, dimension of the 24 following: 25 26 a. Q.7 ti mes the, all design hoight lip 27, b 6# Alt . 28 C. " =ng design to rttrtternal stability design requirements, soil 2g pressure design nequirernts,and constructability requirements. 30 ,. 64 I`®i ed'W ire Faced'Stru turd dart rail Erection 32 This sign is supplemented with the following: 33 34 ` Geosynthetic lein�forcing, when used, shell be-placed in accordance with Sections 2- 35 1 end 6`13. 5). 36 r , 37 6-434 a6 38 Under: 4 in paragraph, the Words YigMt mechanical tampers" are revised to Sg a ctoc* Ott + r T aer and � e .terrier 42 s' ;' is revised rrd: 44 the C;ontr unction-1 .Structural earth wall manufacturer, shell design 45 and detail the Sit' 'tom -'.,,p estnan barrier in accordance with 46 Section 6-1 ,3 det>�ils shown in the Plans. The 47 ' bar work�ng:catr en+ou oel # ns shall include, but not be limited to, 48 tti tlowirtg: 49 50 1: Ccrmpl aetry, In the portion below 51 ground, `' . for' bridge approach slabs, PCCP, k 3 --- ---,- - �-77-7� --` - I i I idraina a „f ititi s1 t�Ivm.i #I us s, anti; sign support, iurmi,I I 11 pole, 2 #raffio signal standard;> t'd oth"P bardti r a tachtments.'Ir f #Pia i Eindin+g 11 " �n anal Oft V �"� �� �u p t '� �„�,mil + 61 py�y�, /� ,O x +A .o�. y Ii. v 6 iijj {�y��. 7� { .t k I�',*�,,�-,�,�;---�"":i� ,�� , I" 3, 1 a oft° t p +? ` ice, k t� , fY bi 2# ter I , , r�iis' 6 ,"= ,6" ," , � 2, �, � 6 — � .,, 'S � 't ,,:, ,� -- - , ,' � - i , I 00" "=oi�,,,il� W*iskl �, # %�� E 11, : f I. h �wp [ 11 1 I 1, I I I I , , �- ,-,,;L�: , "010� , = � ,� 11 ,�,-iA,- ,,,,��, au �' gg Pf {y� .�'^ ,� r S R x .s ,- f t f . w�3 .,� b,�a A " J 5 fit. f� 4 �� i 1 $ r, I I- O�N , �f� -1[ c 11, 7Y +� �, x ��}}** P '�Y/ q� .i 1 n 1 t ,� i � y C fi g #� c r t� '' P P �1 �6 a c 11 . �?'►�' .� 6 x t `.�#� t . z ? ;.�L , I 4j 11 j t i t , �+i k t�-_ ay F �- "fr.11 J 3 ti � I " I ,i , - —�, ,,. y—-,, ;I '' I , I: ,I I 1-3, ' 4 i{ ( t 5 h 1'. k p. S �' ' € k •„.T , iii• � : . � y, � i fang argil,concrete fosse �� measured by the square foot surface ` a� facing or.fasaa � urly the neat lines of the facing or the; Tans. li a ,`the measurement of the fascia '� �� �l inc�fude rite footing. �}�.a 6 t hem""lea f i l w or Geosynthe#ic'Mail Intl.°Haul and subsequent pairagraph are revised to read: W 10" Graxel grow fc�r Geosynthetic Ret, Weil Ind..klaul" to or cubic rci. per per yard 11 costs.} in 00'""I on with furnish ng rtd wing'bacIdUl, material for temporary or 12 yr3#hetic retaining walls as shall be:Included in the unit contract 13 prig per ton or per°cubic yard for"bra" or Geosynthetic Ret.'1tllail Incl. Haul". '14 x ,. 15 WAL LS L Qf14. - ' �!if. t.. .`ECTI 16' August'7, 2 i 17 6-15.3(8) T-siting and Acceptafice `F` 18 The first sent in-the,fourth paragraph is reuised tc�.read: T re a the rlr wail be,graduated 1 Inprer�ts of either 1 t?0,psi.Eir fiwo`:'petceHt of tit Vii,>whlchever is less. 22 r . ,=23 :I, G 1 1 TIE 1 / L ACK S 24 August 17,''It 25 6-164 5 � o Shaft '26 ' The first and second graphs are revised to r 1: 27 28' The exoated .shaft shall be baelefille 'wh:. r controlled density fill (GDF),, or 29 p, mpa ale, 16, concrete, as shown .iii "� '.Plans` and subject to the following 30 re uire : 3f 32 1. pry shaft excavations shall be badd Wed with CDF. 33 34 2. Mt shaft excavations shall be ba"tell with pumpable lean concrete. 35` 36 Pump�bie'-lean concrete shall,be a Contractor designed mix providing a 37 mihiircunl 2 dby compressive sh. 1tt0 psi. Acceptance of pumpable 3t3 cx�rt ilC cx 'onn to the accdptance requirements specified in Section fortCD 49 A►wet shaft Is defined as a shaft wlier dw is entering the excavation and remains present tc>a depth of inches or more. 5: . the Plans or test hale y' logs ideify the presence of a water table 45 at car:above the elevation .of bottom soldier pile shaft, the,excavation 46.,. ; shall bensidared as w . trwise Heated. Such a.shaff may be 47 Sed.a dry shaft prrxi�.. #reetor furnishes and h'stalls casing is So ritly seated intro r rri ls°such that water cannot enter the 49 ea<covati n'. 50' t t z 4 y - {t' i 1 1w."I `4'>'^ R it k^X"`j-` dT�V' ;Y P5 c1 d {"1 I,11 e" 7 1 ltt118tt of SI'► t § + ► �i�n anc reur g �; :l; , .ax ,,� § r tea- z ;+a .ers £ t {�, may(11 k v4 Y �' x �,.yf ,� a t r z Y _ 7 t F yf. tF + .. x i"k I 1, r r t }u s £� a k£�'m d 14 f M }� :- WWI a r c k �_z = r I "I t i ; f E 8 t �., , e R e k T eC ' 3 � - , "'p, l;M,-,!R w�, �"]�, , I I 1�1'416 -�l , - -, = b I ]�y( 9 �n'�� e�� T 1S a' y�' } F l k- I yyY� " 'R.; lt. t x' i T t '� } �' Y M1 i4f a i+' fl {f f ray �',.{, y a z s(„,'{j It' 4 f1 F ,,r. 'r z r + s ' f �t C n S M - 3 d } . � , s Y � r —1 29 I S r 1 11 ,e .�..+q +�. n� t. y r. "— ~ w,rrb? q �e a 1 11 re .. c*� t I ' , x 5, ,� r -gS tI 11 I d r �' ��� 'k Y '# a s a# +l $, ra t ' t t� a i r �; - - -1 11 7. ��. ! xa I >c" ,� 9 a r Y a £ 1¢. r,K tt f �i t i { a e 4 '° s ,� s '' r.. y3 { X v a v 't r i* '� T t ".:^ v � ". FY.,.L ' kfi .e �` ; ff k X S d -1 I " {Y�,r 1 ,;;,3'j ;5� a f dam; a F �' !F s ,§:a#is �+i�r ""c..: fir x £ r Ot T.i c: K. a §s ;, � t 3 x - 9g 1 3 4k p t X i t .4 ' F;{ z w '*r" w a s €f { § § 7 x ' r ' f f i 5}2 C �}} �q A "t 1-11 �. t i' �� § '� a 4 tr...§ s '§t, } $Sr d� ,� 1 'K "w a 1, y i f i; �,dM �' yf i 5 f ..3 1 i d".A} '! b be"placed in 12 me ,n k f A� be thoroughly compacted with 2 rr pies of a vibratory cam `Contractor shall use care in 3 placrg gayst bacfill material 461 tier, Class ..= + rforatiarts' &hatF he , cifred. When Class 1 fi are specified tits ` � � �; ,,�' with "the perforations down. ' Upon fig sl �eaeptarrc+e of the Yom, �tl dry pipes shall be of n, clean, and frees 8 draining. F' crated pipe dues clot r tttt ll< terilot joint: PVC underdrain pipe shall 9 be jainte a either the flexible el tc ;'seal'as'described in Section 9-04.8 or 10 solvent' rrr is described in Sectian,,98, at the option of the Contractor unless 11 attierr ed in the Plans. The. ell X9 be laid upstrearn. PE drainage tubing 12 underdirail��shall be jointed with s % screwcrn, bell and spigot, or wraparound LF- 1`3 coupling l ai*.'asorecommended th,,-Ma a facturer of the tubing. ''14 15 SECTIONS ClLYERTS 16 January�, + t�_ � g .. jI 8 Thy fifttr arrcl seventh paragraphs are deleted; 19 20 S ` I t ANI SEWERS 21 J »uary 3,gift 22 T-04.2 Ma 23 The fourth and sr parraphs are deleted:. 24 z5 SECTiO N I,n OSION CONTROL A D'i ATER POLLU' VON CONTROL 26.._ December k"I 27 5-01430 t 28 The eighth ph►,beginning'with "t ngtan, erodible soil" deleted and 29 rteced with#ia 30' ; 31 Endrble s+c goteir�worked, whether-art final grade or not, shall be covered within the 32 ft�tlo r per,;using an approved..Bait covering practtcs, unless authorized 33 att�erarrise lYthagineer: 34 35 In western Ulishington (west of tits Casctle ttauntain crest). 36 C3dober 1 ttih April 30 2 days magnum May 1 S iptember`30 F rdays macimu � rn 39 lA eastern Wasson(east of the Cascade Mountain crest.): �i 4't= 42, October 1 thrash'Jurib,3011 5 days maximum 43 ' July 1 thrau�h Sept lbeC' 0 'f0 days ma)dmurn � .31B trcaely a� edlre� Load Tt ee+ n is'rered 0 read. t 3;s` < fi{ § ,° 'x t x ` fix` f^' �z +;. '.'t� 4'� _' �,£`�'' 'x,. '.,r x r s s h r s 4 The C011tCisiCtor stN addt�t ' x� I 'I 2. � TIV6 O Lid 4�� ,.. �. �11�} u.r�� 1. j F* q gaq*a �" f 1�. NM +Fl > a � 11 ' t t t s' t !s > .w''�' ' 'r� v ' $ a r, �"l- E rte f �§ ` `` ;s, t { y. " c b s !. `* r _,. '"� k Kai S 4 a b - s !I 11` �I F { {. a s r '� 1r d -t' r; . x 1� 7 f ' x x ''�` �` r � 7 } ,,: I' ll iL .x �` i ,� ., a x 'r ..� It I h£ �' d 4 ¢ s �„ a ebb i� �'h4 $ lill rk ,„ 4 'c R r: x � I ,i,,� �11'1 't-, ""!w t fi e ' a� �S 11 fi r a.€ t t' fat '" i �e -i v'F_ r, s" a �t NGN'i 11 11 � � �� ''Oa $ q a x z r 116 �_,, � _ li, x �� p �. , t ' ` t $»' . r 4r w { r� s` sY r r } °+ ° ' t -'r a �3�+ �r e ;1 , z« ¥gym t rs .; ,11 a { k >!t� 11�l ,It � , ,',�,30,1-1`il'�1 t_ , _.. 'Mant w °z y r zs� ✓ t 9 r t y� ap �',.r 'e y } ' �. S i+S'�k"'#` $'#:' - �#"}```A .'� '+y�' &'S:- b y, =K Yy= Fr 'x`i 3 .' i ( 3 S, ,ka �e w s � AEI F, �� C 7,17 y y,,y, +,�"�,,x ¢y j } ,a 4 ;h } is ? - "",V,, �� i "I"", �� � � S { .: i .r t k " f x '`yy g :x 5��'s ,} - .� :.% r } �S § '�"" ��. 'r,' sk '� . '' 3 tt i 1, I 1, : , I 4,III I "I 0,�!,I��i "�.#[=,*01_0"!Oh I"<, . F- r'M - r .. ' 1r IF` � , �� 4�vx s X y , yy� re ,ra '�'A 3}q9F t ,t �.. 3,flC �, l yf y tt,I 1, Lt n x '" �� g 5 *„ ,? 5 a(' a} Al „{ r* s: } z }, 3q, '�� . i 1, 7 t )= 4 Y e �Wr t,� A C hC i_ t RY ' - 3 i� G {t7 d6{� h ' '� s { .� x s ,` ij p j`2 k *, ' _ ? x .. °' 4 I 11 .. i a - a, 11 Y, 3x ' :;� t ,.; , .. e . z: t 2 The falto,4 kem is inserted after"Compost Sock"; per linear foot: 4 oir per linear foot t ; fi This sooh ``sptirr#ed with tits fofs�r tg; 8' '"Mowing", per acre. J t, 10 SECTION 8-02, ROADSIDE RESTORATION 11 April 3,2006 842.3(8) Plantin '13 The seventh and eighth paragraphs are deleted arld replaces{with the follow nqr 15 Al{burlap,'baskets, string, wire and other's materials shell be removed from the hole '16 when planting bete and bugapped plants. e'plant material shell be handled in such 17 a manner'that the'root'systems are kept covered and'damp at all times. . The root 18 systems of ell Mare root plant material shall be dipped in a slurry of silt,and water 19 immediately::prier,to planting, . The rout systems of container plant material shall be 20 moist at the tune of planting.In their finmrl Win, all plants shall nave their top true root 21 '(not adv ' titlow root)no more than 1" 001 the soil surface,.no matter where that root 22' was"located ln.the original root ball or container: After planting, the backfill material and 23 root ball shaft be thoroughly watered in within 24 hours. 24 25 8-02.3(9) Pruning, Staking, Guying, and Wrapping 26 The first par aPh is'revised to read: 28' Plants.shalt be pruned at the time of planting, to remove minor broken or damaged with,29 twigs, braves or roots. Pruning sha#t ;a sharp tool and shall be done in 30 such a manner as to retain or to encourage,rturel growth characteristics of the plants. 31 Alt.other pruning shall be performed onljr after,the plants have been in the ground at 32 least one�year. 33 34 SECTION , CURBS, GUTTERS,AND"SPILLWAYS 35 dece er 4,2006 36 8-04.3 del# phalt Concrete< I rt�� and butters 37 The fi raph emented with the�following: 38 39 Jir to 016;' the curb; a talc coat of asphalt shall be ,applied to the existing 4neh t`s a - b the Ei Engineer 0. pa n urf rate ordered, y ng n 42 4-44.4, Measuren�rrlt` 43 The first paragraph is r� to: d: ; 44 48°' Alt-curbs, gutters, ancf` be measured by the linear foot along the line and 48 sbpe of the CM,Plated , br spit prays, including bends. Measurement of 47 cement concrete Curb arid;ant 4weteutb and gutter, when constrpc#ed across 4$ driveways or sidewalk ramps,�wlll true the width of the driveway or sidewa{k ramp. 49 r . SECTION 8.06# CEMENT �t OR R ENTRANCES �PO iJ r, s �,y� 7� ms�"s►. y� _ t3 :"n tom ` ��axis f I FT co lbitV1 a 21 "83 c ft 22 # fttf iti fete tii #a rec!" i r 24 Tan tf gtf . "Or t ►bt 2� '' e �y rdtLs1� D„ �gi yro,( t rk#tr .PO d hikt * �t1 Cfk� Qa.'�o!-{3� n�� s bs n } 321-1 OAR ¢# 01000 *0 OiW WOMW t . � t':> R ler�of tf°re posts for beam 9uan if long:posts shalt be as specified in the Pet'ts , . '1 ' rka x 4 except in',1Neng Steel Beam Ggliiii, all holes shall be painted with 2 coats of c3 #atvanizr repair paint Formula A-9-73"meeQng the requirements of Section 9-08.2. . . Rsr1 tuardreil 12 Thrs section in-d title is revised to read: 1 ,r ii . fi f'14 .4 -1'1.3 4 lk ivi ! ►ing Guardrail #r1d.tiau�lrr ll,AnCh4r' ��5. Rehtovel ;,of the r� s, types of guiwrail shelf include removal of the rail, cable 16 elements, harcrar ,end posts, including trtitlon sections, expansion sections and 17 E terminal sareWMi +.i:Removal of the various:-fypes of guardrail anchors shall include { 18 removal of the anchor assembly in its entirety,jncluding concrete uses, re bar,and steel 19 tubes andr�ether appurtenances in armor assembly.` Ali holes resulting from the 24 ;removal + th r.gt drail posts and'an�s °backfilled with granular material in 21 no mare turn f>-inches thick ar i comae.to a density similar to that of the 222 Id}ac cant mat+ r 1. The removed guardrail items shall become the property of the 23 ntractor: 25 fli' , F 1�1assi :Guardrail r j G ; .;fir` '� I 26 This section isetsod to read: 27; r trail= l rd= ua te+ inaIs, the existing guardrail posts 29 shall be ra e`d,Ora'attain the guardrail heights '16 the Plans, measured from the top Bit of the rail to the finished shoulder surfat Tt r a enal around each post shall be tamped to prevent settlement of the raised post ; 33 Far raising afl +comer guardrail, the ex+stir ,guardrail pasts shall not be raised to attain 34 the new height. The existing ral dents and blocks shall be removed from 36 . th+s Partin fihe Contra r st�i fi d dr new 3/4"diameter holes In the existing 36 posts to acnnmodate`the 5/8" diameter button head bolts. When existing`guardrail 37 poste are gin zed steel, the new:drill .holes 'shalf be painted with two coats of 38 gatvar►Mg r�paint,.Formula A-9=73;`me"ft the requirements of Section 9-08.2. 39 The Contractor shall, then.. reinstall;'the guardrail black and rail element at the new 4(3 mounting,heighf sh�i ark flat ,'>�dsured from the t�p.of.the rail to the finished 41 shoulder surhico. The,n9_w josf n of. the top of,the block shall no, be rinore than four 42 finches above the top ofthe guarclrait past. The Contractor shad� d r t '� arty gx+stirg`ifuarciraft posts area blocks that 45,' are not sorted for be,void caused by the removal of 46 # st shall be bacdWd ;iContrsctor shall"then famish and install 47 anew guardrail post .p �s&erymounting height. bi 49 t � i Nl�aSU4$rrr 9 4 " 54 'fhe first paragraph is k 1 Measuremerltxofbeom guardryar and beam guarda!with long # w#rl tie ay the rrnear foot m asured along„the line of the c om�?loWd., guardrail, in lvd ng 'e rtsio� sectrr� and also ndrude end On,for rliri . ' sent+ nc f the h � reado, . r prude 8 � trnslw: eit rs: i ., t€n �. em+inal, s ►�r s t t '►p�► @ prti�vide $ ��fn rts�l��•. 'tQ. l '1 hls sOn rs sup�lemftd ng: # I uremer►t t g � for Lois, 00 'i4 1 su�bnt cif h1ts for 16 1T -1'. i i�r t 1 IM � f +tng; to rnet '� `:'� 1- 1 � /]yWYP6�F{y 9 `Beat�1 it �*11-ryp� ' ,...-.� Post". r rlr it�; VMS 22 23 lowin '" + fit. Bed fu ► � # .linear foot, is . revised tod: 25 The. oract. par rrn ; 27. TWO .'`l�-.;..� fit;:'��r � ' "B ra ► �y tom, . . # # � , � . *Vtig4 trr r t`air .. 29 ±srrteits rwr,en nested.roll€s i a # itror%'ta rson'y sb u #ur�s. 31 This;suprerttod r €rng ,to be, ►r"Rasn dstn � ` �;urarl�{': rrrnaar�OOOt: " t 34 ate tot finer OV „ 3 � �: 3fY moo . st 4Q S r frang: 4'r 42, me 10 arr11t��}fiy � "ti r r }�y attl T1 t 7,7i t1# r and �` 1 °bted�, `mil a,d rvt a j a i t 0I AL ' IX I r i 3 �t "F I a43 ii 1 [� ,3 onot rup otU t'etClenS , 41 T section:"iseFtfflted anrith the fai#oithg neanrrparagraph: , hejconcrete it1 M6 sidewalks shall be fi r er�t#ained concrete #acs 3000 in accordance 9Q with the reguitemakiof Section 9-0 1 3-1 6 ;P ew 13 IrR the pa h fj c)w� ,"Cement Cons, S led�r pta ,nip Tye " per each, the second 4 # sente "is reused = + ad: 1 C3tkrani , the ntractor sha## make ;a!# excavatlans irl�irg "hau# and disposal, 17 tas2trd ate depth required for sruF.r�ing the sidewilk tc the #roes and grades shcvvra, wde a## casts thereof ins knit contract pry per square yard for ,. 15 nt.: aura#k.", "Cement one with R,ised Edge", "Monolithic 2Q Cemeni Cane. Curb."and Sidewalk", or , Sidewalk# arr#p Type,. ". 2 22 SECTlf3N NCRETE SLOP PIR3C3N 23 August 7, OW 24 "1t3.2 Mateali� . 26 The material"Concrete.Class 3000"and referent l p n"6-OZ"are revised fC►read. _2t3:. ._ 27 Ccrmmedratte =0 . 13 . 28 29' 8-1& 3) t 'U""Win COMS'lifoo 0o 30 In the second raph,the words 4Cless 30€00 66i o are revised to reed"commercial". 31 32 T1 t" - �, �#lt ATION,fi tt ,l L SYSTEMS, AND fhRAh#rNw N 11VlA Pn uli"E1 +� in' (/ ' r: . p • .M1..X . � ¶ �a7 41 1�L��T�iCA�. 34` ©eceMber Q6 . 38 8-20. 2} JE etad E4ckfillin , ; 30 The th#rdragph is recd tt?rte#; _37 �it 38 t# ertrons sla ##: eat:'in cor►fatdet th+e`reients of Section 2- 39` 3(j JE-, tn; ture Irxcavation: , 41 --P©undations t�2 to rn g e#d, 44 ' The tt cxraictete foundatics shl red'Qn fine ground. If the portion of the 45 f the' e�cisting ►�nd line Is fon Wed:ar cised instead of being cast sai(farmi that s edratfon, theta All gaps between the t npleted atlon :lie tia ikW and compacted in a+ deli uvlth ect1on 2-09 3('1 i. � a ! s.�. ;w w �" •& !^. ! p .tea A r tea," ,ab m !': ! w ♦ , w s! l:�= •.' ffi.>y 4r,1'; F.! � �. w," B^asv :, w ,w '! Q,l.. e • � - !_° „E :-�.! as �_.��w. �:•x; ! • • • ! ! ;:i Y^.:.?:: b•.# � '1 "W: s„w Q{ :5a'.iffi £, 3,$¢. I- .-:"t9� !'a # ! s�e d tq�! ! �!' ;� . �a a _ .a•i::-� a»w :ra�o �-�. a°i ,� ! � a :w ��� ? a� ! d ! +}• !- �?eS � ., i �,: .%tiiw.,! .r 3^iY! .! Ya �� . �.. � lq�;a7 _ , .� ,. d�: �`--� '<w as �_ a, �r � a •a• ! ! � <a x! !;• � ! e wawa :;i ai w-• :r !;, �r• !�! ;s ;! a ! ::< . � Y �! .,+� €" �! ! w. .p ;� ! t v ! � � � � .��.,��� �,:z .". �s.• { 4 1, �3 � ! :,� �• 4a�; A @ 6k, ♦ ,� 4 as 3`!; ay !,• .p �� ! .. x i 41 NUNN • as d,! ! m•a w�'u �.: es ,� a:, �; aP: $"! >e f $.`z C •+[„ ! ::� � :!< 3a.;'. !;m i�- "j9#-�,sF a'4T;.=: !i'7, �6,. Y;. ,� yi ! � tom;.-%.-.. -,•�` w":. �.', t, .:�-_:°�. S w• '!S !r I-!; r,1(> l .: 4�" VV Ti # � PERlVIANENT SIGNING 2 January,., 2M F`" g 4 The s ind "IV, is revised to read: The excavation and backfili shag be In conformance with the requirements of Section 2- 7 p93(1)E 8 9 The fifth paragraph is revised to read: 10 11 The bottom of concrete foundations shall rest on firm ground. If the portion of the 12 foundation beneath.,the existing ground'line is formed or cased instead of being cast 13 against thee—Ing still forming the-sides of the excavation, then all gaps between the 14 existing soil'and the completed foundation shall be backfilled and compacted in 15 accordance with Section 2-09.3(1)E. E 16 1T The fourteenth paragraph is revised to read: i8; Qpthl;Oros �gro rid which will be in contact with the concrete shall be thoroughly 20 ,' moi retied bef I*Ong concrete,-however, excess water in the foundation excavation 21' will not be` permitted. Forms shall, not be removed until the concrete has set at least 22 three days tforr s shah be removed, ept when the Plans'-or Special Provisions 23 specifically►aor require the forms or casing to remain. 24 25 SECTION 8421 PAVEMENT MARKING 26 April 2, 2007 27 .8=22. . .r.Qstn _ � 28 Thic'section is revised to read: 3D This work cons s of famishing, installing, and r owing pavement markings upon the 31 ' clway surtact;in accordance with the`flans.'Standard Plans, the FHWA'publication 32 5 rr►dard Aipi ft t for Highway Signs end P irement Markings and these Specifications, 33 at locations shown in the Contract'or O ordered by the Engineer in accordance with 34 S 'on 1-04.4. 35 � 36 P t iUlaikln may be either Longit #inel (long) Line Markings or Transverse 37 M g . 1 line markings are generally placed parallel and adjacent to the affic rse markings are generally placed perpendicular and across the 39 f ffioi ' , and symbol' markings are ..classified as transverse markings. 4g T letters used word messages shall be&fset high with the exception of the "R" 41 rn t1kilrosd cuss g symbol which shall be as shown in the Standard Plans. Mat is 44 This 60tion 1s revised to read: . �Stefi�tl pavement marking sF�all`t #dint or`ptastic as noted in the.bid item meeting of Section 9- 4: Mass,heads for paint shall meet the requirements f . . 'Glass beads.for plaatib shall 'be.as recommended by the material ufi i �� 771,77 7 r 3 s• �w 1 '8 A(2, Pt p �AtIon'of R04 X Suter ►s 2 The fclown new settence is unsex'aver,thet rt » Irk the second p�€r �tx:. 3 4 Thyt�� i eft y 1u{ e�;f�° Ono r � its 0 Q L iflpy 10 test d 1 " 't1 Y Wei 011 Owl" if Mns. old st� t gsp : T H hv bojowI Wg � '. -n �+ffiI It � ' 2 tL Me 011 yy M Any, Owpy MV xw if P. nt 3 e, �L F a d s a POW �.� � Pe* £ 1 �� is vary de ± of pavement and paint (low VOC { , i h1 h VCt &olvent, # t rtt),a Icflows: t ' Period k max. .. Hot Miic`A"Pavernent Law VOC Waterborne " , 4 hours min., 30 days.max.. +c :merit ete Low VOO a barns, 4 hours min.,` pavement 30 days max. ' 134ur riru S ce. High and Law VOO lvea 40 min.min., X48 hrs.max. Hot Ntix`Asp i Pavement High and C 40 min:min.; �. 30 days max.` errt"°Cc��nc to 4 Nigh and Law VOO Solvent 40 mirk. min., Pavernant ; 30 days max. Ct11 "lane highways`wiffi brol�' Nne patterns. paint or plastic, shall be 6 �" aefing mite'post dire 90 ey re"in circle with mcisting broken line s prx.` pa applied to mutt%lane or , ► �: t .(ng of the (the ttems 8 divided roads mil be applied in In the dire ion of travel. 10 Where"`:per A' �'' a'r + ►nt t a-a g " roads with bituminous surface 11 treatment ,fie rumble strips, the s "patnt'application shall be applied in the 1 opposite:( mile past) directiolit as the`fi!',st application (increasing mile past) 13 dire, 11 require minor.:broker Itm pattem corrections for curves on the 15 � _06 �ifck�ess ' t: . , shaft be a pp d at:,the.f'aiitawing base line thickness measured 'l$ ebQ�re par .surface or ;" granve bottom for grooved markings in 1'9 tl u indths as inch(mils): 20 Meek w App Roation HMA PCC BST Palm-fit�,' . ' Y r 10 10 10 Palttt== �" 1 S 15 15 Type sytrttxs 126 125 125 A= &symbols sue: #10 9t1 1211 ... A`� "A��►ossed eluded 1 . • 1" -., 1 emceed with.p�rof�es 1 `!8E3 1 60+�ed/ilaVlong l Wad ?34" 234 Tye B-(laElttansverse&symws fleet." 125 125 125 �2= ensverse& � k > 10 NA 2 line 13t1 NA NA 1 wtt#ong tine, 5 f wacay" WA Yn Z M OWN Ant A Y,xC # 1 m a q g ` 3 hot PH 8 orb 4 Evils s too AWN lot 40100'." to tolicl�t ................... 1 F- v x q3 All l 1 a x �`"7y 'bg rfi rx �. t 3 toy son z +s t 4 t drak t 4 s^' 4• 4 a- 1 r h F ++ } Y Y 1 �'tka 1sNa 0 00 r'!x k 1 F �,4 d' MY x tnyfacturer*s= r t T Tne;groove death for Type' C-1 ll be 100 rn##s, plus nr, Tim groove,depth for Type A'or D 3 � � lO as.shown #n tha nin the groove by a method' 4 4 ingiier.,. Immedi the "marking material dean' the li pressure air $60 n$-22.3 litsupplemented with the'foting new sub-section. 9 -2Z.3(3)A lOss,beads _ To' p dry buds shall be apples to alt.spray and extruded pavement marking sp , y p g '11 mteria#. bbeads shall be spp#W by dispenser Immediately following the t p as rrne # �t»ateriat applit tit bead.dispensers shall apply the glass 13 beads<%n d �rpr stash that the beads: pp iriiform on the entire pavement marking 14 surface" With i to 86% embedment, l-ientf oe� ng of beads w##I not be allowed. 16 Glass #mss_tt"be applied to 10 or '1'6.`r 111110 lnt at a minimum application rate of 'l pounds :.g oon of paint. For plas�� ps merit markings, glass beads shall be 1$. applied at#*rata recommended by the mark material manufacturer. 2 ' W66 two or Fiore"�, ra a licat'ronsj ara y` pp rred to meet thickness requirements for 21 'ype A"argil t materials, top dresslrg glass beads is only allowed on the last 22 plication 'ice cure period between sci060OW appt#cations shall be in accordance 23> with the mantrlcturer's recommendatiaris n,. loose beads dirt or other debris shall 24 beswept,;or rn off the line prior fc apptlon'< of each successive application. 25. Successi 00 ns shall be applied squety on;top of the preceding application. 26 27 8-22.3(5) # " Instructions 28 Thus str trt title-Is rBVlsed to rid:--. 29 30 - .� c installation tnsiorts ' . 3 lnstalla� ins tictions for plastic ', s $ltll be provided for the Engineer. All 32 ' rteriats i' glass beads shall. be according to the `manufacturer's 33 r "A,manufacturefs _-%chn q ireprt sentative shalt be present at the 34 Initial insta of plastic material to.approve: tie installation procedure or the material 35 niantifacturer, sttzli certify that tFte Conr. will install the plastic material in 6 accordance .#heir recommended procsduret 38 8-22A IMleesu''ft'" ent 39 This section is rev to read: r oe itlt" Asa ice, dotes Center i1ne, double lane line, edge line Ja line, and two-way left turn 43 , srit `llrte"vvli#"l .measured lair the" naplsi cl ime "foot,as*Palnt Line' "Plastic Line", Plastic Line", "Prod' Ic Lir> a", ""Profiled Embossed Plastic Line", 4 " < "�# lasttcLinb"or"Grooved Plastic tine". 45 stiErerrrent.for "Paint ins" ## be bairsed on a marking system capable of 48 si tint tot application of thr�4 Itch lines rah`two 44nch spaces. No deduction will 49 `be rri for its< nmarked ar ` "-ma it 1.#ncludes a broken line such as center me do line, con fts,'Une lane Brie, reversible lane line, or j ,. at: to :way left turn enter Vne. me epr rt+t nt wilt be made when more than pi 1 one line can be installed + ws $ubh ors center fine wrath no-pass fine, double �{ center line, double lane line, t ie lane fine, of two-WOO left tum Winter tine. zt rJ { , A stic Line" rNill^`be W Ion will k 7r�� the u�r �$ ri � a� cenr -or . 0 em 1 '; lrit3ir 43 te4 l� AC 16 lA h t11f3 " V 00011 NO t . 3 � { , Addition � P 1 l w . ad retluEl X41 e> tartU; 6 S11 •the ; � AMW ~� it line wilt l'y Oct dF x k. �y� + lt "' P�� �: �., and 1 � ,yr , l go . ftj Rer `'l lad reassured MW An W. 41iYWg, rltl by tl �Pe t t p 0tv:� � �#T + of the f�lowtng bld> f "1 "Plastic Line", r hnear font ;. k,. Emboss c .trx per linear 3 "Prctastic`une": per ilnear { � , betnear' d foot. - 5 "hilat�ttc tine",`per'lirar P ast One", per itneal fo at. ' `7 I Painted ide�Lane Line*," linear per, 8 ""'Plastic, tde lane Line, per linear foot. jr "Pr©tiled "11'stic Wide Lane Line", per linear foot. ,fit ' ' r'"Painted id e'Line", per linear foot. 91 '"Plastic Vida Line", per linear foot, '12 "Painted Ranier Center'Line", per Itnear'fact, _ .9 "Plastic Barrier Center Line per linear foot.' 14 "Palnted',Stdp Une", per linear'foof, " s 15 "Plastic Sip Line", per linear foot: °16 " "Painted " s1Nalk Line", per square foot* ; 17 ' "Plastic sswakLine". pef sttuare foot. 8 "Painted ralt�iotrr©w", per each: 19' #Plastic� f#ic Arrow"; per each. 20 "Pairfted r;� .etter", per,each. { 27 "Plastic.T #ftc Letter", per each. 22 "Painted ocess Parking Space Symbol",-per each. 23 "Plastic Amass Parking Space S bol%'p each. Y+n 24 "Painted allroad Crossing Symbol", per each, 25 "Plastic . rlroad Crossing Symbol", per each. 26 'PalrOod�ipyr Lane Symbol", per each. 27 "Plastic ode Lane Symbol", per each. 28 ` °Painted rainage;Marktng°F per_e�a.G � 29 Plastid ainage Marking", pereach.; 30' °Painted Aerial Surveillance Full Marker", per each. 31 "Plastic teal Surveillance Full 'Marker", per,�each. 32 Tainted' i'l l Surveillance '/z Mary", per each.; 33 Tlastte " 'l Surveillance 1/2 Marked, per each.' 34 "Painted ► s Parking Space Symbol wlth Background", per each. 35 "Plastic ss Parking Space Symbol with Background", per each. 36 "Painted, V Lane Symbol", per each. 37 pPlastic H6V Symbol", per each. 38 'k ainted lt'efd a Symbol", per each: 39 ttC a Symbo!°, per each, 44 a , ted Symbol", per each. 41 '+ ci Symbol"; per each. x 42 ' ain`t+ tl un10 1%,". 061r,,per each 43 I` taetic;Sped Sam" . r each, 44 "Rer�ra►ovingl I at one",per l�mot. y{ 45 "Removing Plastic.Uhs!, 04w linear fpot. 46 "Removing il is Lin per square foot. 47 RemovlrK 1 h" c '�:.per square foot. 48 "Removing lPainted'Trafftc l ", p 'ea cl 49 "Removing fiPfastic 1°rallc lg",,per eh, 5iJ i { 1 SSCTION 9-00 f nEFtNtTIONS AID TESTS 2 January 3, 2006.,-, 3 .9-00 Sin Equi �ti�r For, ' w+ ; Don; If no clear tine 7 t!®rcrx has:f rte. period, the matersl Am w l be ix�r�ideired l ": t,1 r�i murn quh+alent 461% . . 9 , 1 0 CTtQN - '1 11 Apt�l,2, �4)Q7 12 9a0` }. Rortlydri�t 13 The ; vn sang In B�P I revised r± +d 14 us0d, 15 The t ;amount '� _6 ���.. a$long up It crnplies as A�'tVl5, - 49 941.2(4 ' Bhrtdo t '1 Itrst'pInsph isv tod 21 . 22 Blew rat be �,1 e l �t�}� }. Ty ' °). tl.nt 23, to 24 +�t+td 9:� ant cool ,pert: n Nab? ptu t3. ow o ', cif:Trtii ' sh1C aott 6y Iminus' : 1�rt o 26 2,659A�A + skill CTIONI 29 January. i d 31 s��c�n + 1 0 AS 314),0 ,`-M le' a" 1y' x7 �Q4' Phi'^ 'fA-�4RiF1:! t# $f Thl : ' s ' 41 � 'r � iPri1 tt � C r �Il > � :: ` - ;s 45 y!��3'�:3 �` � = �d . �teri � 4C€�'to � i ± AB t�gh the Bill of Lading that 47 # A '�the° a# � # t + Ic 'Ifl , 6 W)MI40i 1-02.1(6)&,' 01, ,M M It CRS- This_seclon is read» t 4 Gilt 4, ernuiisified'asphalt. The polymer teahfacturing of the emulsion. + #iarss. 7k r ASH Test Specifications lViehcd Minimum Maximum` V 1220l+, SFS 9, 100 400 Scot*,�ity 1 day(Y6 Y 59 1 Culsifty 35 nil. 0.8% ©la )i T69 40 Pam f✓le T 59 positive - r. t► T+ssf ' a. 0.30 E Afstn r i I� a b prof of emulsio °lu 0 3 +�sldue "59 65 - t Re sidue From L°�; , , 1 f.I 1 Ili,)) �I..dl enetratlon` 7 '°F 749:, 100 250 orsitr�al Rerx� ryo.,_ _ 18 or L- Ough 'enaedy in-lbs ' '� 50/25° 9 '©WWOWn modified to rise`SOC $rams;of`emulsion'heated to 350°F t 9°F and 10 maintained for 20 minutes. 12 �Vie'Tonal Recc�nr�ry.fast shall, tom,conducted adding to the California 13 Department of Transpor tlon Tee# Meth d ido. 332. The residue material for this 'l4 test shall comae fro 'f lifcanl !?eprarkment of transportation Test Method No. 331. 15 'l6 "°�BBenson m6 t' o-W,'- ts a7nd #enartfy; Scott tester,'inch-pounds at 77°F, 1 20 in per minu "j 011 Tendon bread- L8 m. diameter. "f€i "A the option of t rr"t'ouistl'enaci#y test can be used in lieu of Torsional Rec�itery r +used: if the Benson ToughnessJTenacity 21. method is, used; fb�` \: supl i+ar `must supply all test data verifying 2 spfication_cor3famrrarce. '' 23 I ; fi r a 1 $ECT�4N 9-03, AGGREGATES 2 April 2,2 007 TO TP 61 4' The ro4re 't 5 7 Tht ,1'�e tU"J�A =t FT " R tY�t t�E#i 1. fiF+� iM ��������T{� � . { 4 XT M 14M 14 Ire fist{ • item 2" $rid � otod OW.o ro 12 2. Tha r + k + ' � t TA slw ana 13 st s � t � a 1� mbxe ► 8 r nc�e tO.*A A i tt +eiit� t�i 6 2 ' M± tr fir .F 21 T test. tio�for Percent pf aes i�:rer f�" SHI`t) P'i"' 1" to "�1ASWT£ Tp 61" . 23 ` 25 *011 4 Zdt3? 27 This, n# rss Vic►rid 29 ` `et +fain pips try: reuir �'ats � 4 �ry:dwt dram `'. 30 , 33 This iri #�t read. 3 t e1 Q It Z$2, WI r T r :Thyre 7 411,, -0 )Iko . t S T n 1 1 ± P+eiystth�tle ' 'iS revised to�: (!MbO through 60-Inch) } in pipe, f� n! lot hater mar)drnum, shall ents:. k �!� r.12�Inch through 24 inch G diameter mm shag meet the minimum requirements crf AASHTO 294 Type C. f i P#db d Corrugated.Pc f ►fit ra r linage ' i to Underdratn 1Q PI, 11 This section inding title is revised to r+ d 1,2 13 lEl~=g; . rt Corrugatetf f�'; ! +�r» Undeatrefrr Pipe{Up to 1<0- 14 �hCrh) 3 15° Perorated g `polyethylene and in pipe shah meet the requirements of 10 f1A lTt r 1�a2;" A 'CP or Type SP. shall' be Type pipe with Class 2 ' 17 perform SP, shalt' be Type .pipe with either; Gass 1 or Class 2' 18 perforati �ionalty, Class 2 perfaret }s.shall be uniformly spaced along the ark 1n#erence of the pipe.The rheum size pipe shalt be 1'0-inch diameter. 21t { } Ord" Otgated 'tyr� trfdQrtfetth 'p@ 22 This section,.-�is revised to tead� ; 23 24 9-0S.2� reted Corr igated'P+ y► yf@ne tlrr rein l�ffare{f2-inch 25 th � h) 26 Per Ora oom at polyethylene, , 12-tech through .6U-inch diameter 27. r�a� tp s It'meet the requirements aef � M 294 Type CP er Type SP. Type C.pipe with was a 'and.Type SP shall be Type S pipe 24) 1 or Class 20 arf '' �.. £mortally; Class 2 perforations shad be U' ilf "� along the lengtta end clourrifer�ertge of the pipe. 31 4) R 100 and .loti # Te,scvrtict paragraph is revised to real �. FM 1•R Apses MR.W!toll,IF,it r 141m�'"l!l! .R,,,4,-I,the Opine d-the end$of�thcs`p rs t�dpe cular to their longitudinal axes. ' 56 37 ,I Pro ve Treatment 8 1n�`reatrh±snt 1`and 2,'the reference to 9-05.4(6),16 revised to read 9-o5.4(5). t on r ' t +�.1' 611d Wall P1C+C' t+artn Sewer Pipe, and k a fill` Pat agraph lamed tta`rad Solid waN PVC cul rt pips, storm sewer pipe, and solid wall PVC 48 sanitary s+ ever pipe enc it f s Ott s tid.w all construction and shall conform to the 46 fcallc wing requi rne� 48 For pipe sf es p tca 15 inches. " E 4 DR�35 P�' .�8 to: 8 incfsr '9 using a mininluurn pipe stiffness of 115 a1 sari with Table 1 r . , 7 ly�Aft -- , �' - ,1 4�1 ,,��,'-',�,,_4,�,,W�,"A-�,�, ',- - "" I- �,,1-1, ',I a r 2 , ;i +�w P lP + �s,l , � � �'1/ .' r r y 1-140 � 11 I ? F x t lr { if ' �' r it>II' '1 £ � { 'Y I 11 AY � � � '. I 11 � 6 = loltf— — I '11 , — ,�i,�11111111111�,7..........�—, INt 11 -''-'- - ,;,; , 3 ; x } z r UO� {: - y 6{ h 6 '%�5, y 3 A d•x'35 d. # Y�Fj* pny{ t 4 s 5 r "4 i�„ 3 a t 4 '' u Y 11 4 f z "t i 3 z { , a $ } # I - , Wood= ° �,a , +� f t f s 1 b �j- 9 {}� }� ia� I 11 .� s a x 3 � :� _ y �` * - o- . =a tip # �` w 11 : - 1, 4111-lr'��- -'l'-"` 4,��` 'If$ I,a � d �9„ 4 u J 5 ��M1, p ? £ �+ *+F i'l t.�,vx p�, Y M t � n 5 4.x 'll y �� X +} " A �y- `� "- � ' g, a. s a rw I 3 7 ' a t} � Y z t F N� d F{ °� { ti 5 d { {fib P 9�c,{>J� RS'v`k L;' F .. �: '�1. "'�, $ to w ,a F t r. r _,�,�, e r { s & � a _ ` 11 {y� $ y d k� r r j lf9?: " 0100 YAP >. ' s y .,+t` "�` {.. -�,ma i �. �� �� f s 3 ` P s �- 3 t e a e ' .T H , P rah-"�.. I ..�111 4 'F a' P �, 4 T _ '# f r # kka 4 11 I �a�, w s ' ' x `Y £ w g r i } �l p v I 11 I , ,� m ,04 �6 s # +Ar 4 i II i- , 11 k �, Jt a s € ll r -" e...> .. t rr r: i L �. fs� , Z — i > a: r # ,. � . t �'.t,�' wi" z r .rc #, 4 z� wn°" t t -or 1 f "IUC" Dl." 'The fiita ferry and:material identification shah be 2 stilt # to eel Cher; ;sett l Inch to maximum 1 inch high letters, 3 r ssed tb! €tt.+sh rn #a the a tit, u f var fbr Catch Basins or Inlets Castings !natal frames far catch baS� an inlets shall be'cast steel, gray iron, or -9 000te it rn�ah as;shown in the S'#ata t 9 f, 1't ' to tes,and solld metal t f+ basins and inlets shaft be cast steel 12 or dttctl end a shown � tnda Plans. Additionally, leveling pads are 'l3. a#l� d dlt gates final solid metal co i a height not to exceed 1/8 inch. The `#4 pradi focclry's.raam�and materiat:`ct .` n.shaft be embossed on the top of the 1v grade. The fit+ riaC shall. a identiTied by a`tell w ng: "CS*for cast steel or "DUC" or 16 "DIa for Iron and shall be located near thr producing foundry's name. 17 19 The firs#sentart is jWsed to read: 21 1`fii0 OaslO S far-cast meta inlets shall bel cost.Moo or ductile iron, and as shown in the 22' Standard Plans, 23 24 -t) ,19 C Ot rl polyethylene Culvertii 25 The first pat graph is rew +ed to read: 2 Corrugated #hylene culvert pipe shaft the requirements of AASMTO M 294 ' `Types S t ftiipe-12-inch to-+5" 4i et A:silt-tight joints. 3Q C N li , UCTURA! STEE RO M, b MATERIALS 31: i�etteml�r 4,9�tltt� 32 t - : i At Ttie first and std paragraphs are revised'tofd:' 34 35 �►n err butts.sh lt: r et the r re nto' / TM F 1 b54 and, unless otherwise 38' s ' d ed� shalt by ;.e 105 and shall confcritrt°to Supplemental Requirements S2, S3, 37 a . 3 '; q "tlri�. =ar `bolts shall 060orm to AASliTO M 291, 4�'x' or ATM t 11� �6 105 galv�trtled lilts shall conform to D' art to'thit tubdc ation re use! eats in Section !Vote far or galvanized anchor Molts shall 43 tic rn to AAS � ' t infixrn to ASTM F 436. io Gray Iron, 4S 'lam A�lSNTC}requirp "ta "AASIiT©M 306" 4 ` d { Po F I 4,z v, ° -11,, �,, " �Sfi 1, a �,R € �C� Y4 5 ; '.1Ff I , , �ilW-, ""'j- ,gl=lw , , _ - � . ha +411 1.! { 's s N N jj ��MM I «! r ' 1*{�'i 'N ,€ L ,F i m. } e j4 '+ 4 �� �p1 1R' �y 7[ $ Y TAFr s +« sX"`'' ry xt 4 a F,y i k, €' ,at R. /jR� L f a' %� V � � z =. Fd fi r� ' j S a �. 11-1 11- 111. , , % �, ", -11-11' 4' ,U�W�;,,`v�`,� ,,��,�,.�10**� � �I ° " = --1 � a 11 " { t y ' I"L ' 1 t °t3,11 '4 vi ks1 F- `{'!YT} ff°Cs-1' !` °R� i_s �` A} - � a :� i7 k t 5 -11 j y � �11 s, �-Y 11- . , , " 1x2� � p Y 4 - 45 h � ift #' n I'l M 3 4 X01 " F 11 11 r;. k t ti'' k�i} ai # s ;4 C g ' ail -., t.. ,* .K , �, � ( �`� ��� `,h: -4 v i 11 §1 , , -11 t 1 , A {' °. i , .. r t. 1 Of the rr aterta#.The Engineer May reject any►.ar all of the timber or lumber that does not 2 cot nply with the'speclficatlons or has b"n'darnaged during shipping or upon.delivery. r' 3 4 For Guardrail Posts 'and glocka Sign' Posts, Mil eposts; Sawed Fence Posts, and l ►x Pity` fi Mated delfed to the project shy a iraRg sump on each piece or have a 7 grading certificate. The grade stamp .or,grading certificate shall not constitute final $ acceptance of the material. The Enginder may reject any,or all of the timber or lumber 9 that does not comply with the speciftcaticns.,or.,has been damaged during shipping or 10 upon delivery. 1'1 12 9-139.3(1) Gene rat'Requirements 13 The last sentence In the first paragraph is revised#o read: 14 , • , 15 , , Wnless otherwise sp�ecifled in the contract,j fit timber and lumber shall be treated in 16 accordance w#th Sections U1 and T1 of the latest edition of the AWPA standards 18,,, SECTION 19 06ceniber 4,.2006 . 20 9-10.2(g)'Adlaorcaftient 21 This section Is revised to read: 22 , E. 23 Reinforcement shaft mtret the,requ'rrsmgnt4 on 9-07: 24 25 SECTION 9-12, WIASONRY UNITS 26 August 7, 2006 27 9-12.7 Precast Concrete Drywells 28 The third sentence is revised to read: 29 30 Each seepage'port shah provide a minirrurn of.1 square inch and a maximum of 7 31 square Inches.fer round openings and 15 square inches for rectangular openings. 32> t . 33 SECTION 9-13, RIPRAP, QUARRY SPALLS,;,SLOPE PROTECTION,AND ROCK 34 WALLS 35 April 2, 2007 36 9-12 Riprap,.Quarry Spails, slope Protection,,And Rock Weds 37 The requirements for Quality following the first,paragraph are revised to read: 36 39 Aggregate Property 1Est Method Requirement 40 degradation Factor,., •; ! -MTT 113 15;rninimum 41 Los Angeles Wear, 500 ReV. T 96 50% maximum 42 Specific Gravity PASHTO T 85 2.55 minimum 43 44' 9 9=13,5(2) Poured Portland Cement G ► relte Slope Protection 45 The first paragraph is revised to read: 46 , 47 ° Cement concrete for poured coticte a protection shat) be commensal concrete in 48 conformance with Section b „m ':2- s ""n 5� r 1 k xy a ,- € , } 'rr r� ", `" �i``3 3 s-r , a�' ✓,.,�o�-"W' 8s 77— t -r* }: , a 4 ':�`a *#c a e,.`.,a.� fia< ,gym r ri i ; s:^ ' y., r} r 11 a t �* - �- Y+ YS 4 Y 3n �1 I all 11 �` J T 5 ,' fC g S A5 '�,z I ..g w 1 ; tk p ' i.3 t- rS ' 3„f ', $y w �, fix.. 4"s 11-11,i�x �. 4 IW`� s ✓5k yd m` S rc'i„y` A +� ^+�, r t e , "I. f '� a v ,a rA =7�� 5v to `` �� -...a. 4�. t t�_ it. k Y Ah ''Y- t F " ^�ktle 11°; 7t- ,� re r s €, t *i-to `# 4 K` i a ' -a R t, a , a F p xrf s� '11 r € a �� ► � 3s 1 t5 } rg"I MAW, :� Y .'� -,-,"--# _,,;J,�, a a P � v x f .ty „rte: y +�, P "v5'. s 11r I 1 ,. ; i"ii mpt st shat d q Its,Witab#lity for sing as 3 a A, ervsk»�: � The compost shall have ` �'ttat has no � ? ^� when hand#ing the jl q iia lity.s 1£ ;i- 0 WAC. 7 ot pct O* -uc ts l#meet the fa cal criteria: t.material she tlanc�l with Testing Methods for the of Conrtpot ting etc TOM Method Q2.(32-6, 21 eving for ossification", '# # pest sha#1 meet the i 1a TM 16" Ing; � $ $ 2" 48 ant passing 1" ,. 10?% 19 p pt as 5/8" ada%o .r . messing %" , # 1{ °Jo 29: ,` particle length ► 22 23 o ropost shag meet the,f 24 l I M 25 8t passin g 3" 26 ' ; passing 27 Passing " 10 °10 28' pissing !".. , 60% _. . 2f . �Amum part#Cie length s. , � hall:be between: 5 tested In accordance with TMECC 33` 34 3 l #� ured it r# m p ' + Qrtt� 0, Ceramic �6W, etc. shat# be ; 35 thin ,t pen t bpi . fined by Tt II M 03.68Z'A" rcent dry 36 ". 37 38 4 cyanic matter shall : vent dry weight basis as.determined by 39 q"M "#.cuss-Ors-#g iii #c Matter.Method ! te hascm tested in accordance r Matwr :in rdance with T`MECC 45.05-A, t _ S�1!W, with TMECC 05.08.8, carbon 'Dl -4'ft vol ution Rte's 5 ost prodt+c #rrer c� percent by volume from 5'I ; plat wash ? Y� 1,73-350,as "tom. � stocks." A :f2 to of 35 pent ,t ;,,, oh appro� o� waste and/or l rn F A 3. - 1 � n vef t rum . a �uy � � I. 1 13 ,4 3 V�' t ,11 11 r rho a S ���'- ��' 4£ s.: E ,� ,. ,'i ,v�, v ��? i ^-."Yap ! °,1 >� _ 'k i '3 L r` *� s � . ' - � 3 .� "4 v �" - I1 r 4 x, �' X 1w iI • .; • try t fix..q t x�f p h -1+: 7 � { 10 i �u t ,� s d r ,�5 ;�' .'3.� '� i � x t � ' x L st �Q x y� . e ` °" " 1iyP ., GT .y S }I'll•Y ��fi�gMa�' Y v - .` .� 1 Y st ' d 5 x 1; s F 1 & ,, f jM�1`F 4 ,y iv" y F vs , '�i s w . ' ' x ^«� i �' '�T r i V,I " as a+. x t � a 1. : x t . " } y { �� Y iFfid�*Y u y r"• -'"°w m r,r� k d , f i '2.. }}' ? �. >t !\ t �kl f� 4 f 1. 91 y 4 ekfi + $ a x.v P. € 5' F } � 4 � I 3 r Y " b 3 � 7}. z s+ d, y -} ,' P M1 d { y' F k1M . � 3 c'� -; ' , ��„-.A s, y € -'r 8 a CAS,11 3h Et h 11 U # { x'� ,.� ,. qr�..r� �g=. r 1-11 I. w.s '� : `" t +,: fi t r '�"��v � 3• 4� 3` x - }p _ �'42T , ti. t 3,=s a t w. �' {K 7 fi. h"' t „�h'S+nl A .os." x4'""' t` t,r.j. a� Yy, .c3''` v ' �s z s'"a ` hr 6 S ,dflY3 r° k�a r' .t`5"' a 1. o i �rtes � � 1w by [ a t I r fE a _ '� �^ �, ����E : 1 �14 t r + � k.� a �' r M ., a u x s E Yc� .y ,� s k fi� v ""�` a 5 } ., �r. .,� � lF ��, t o �� µ ",,` ,, „� ; t1, i x Er ' ^� V �� t i ;4 Nib }�d'* S _IV—A : § t f a - "7 #fN1G"1� €3 ac d �� � �+ �. t t '.E �� dl + 3r Ei ro r tt e } p �fi k}- #' �' sl YF •) j '� 'frx �' t M "I I 4 4d" } i� r t, f h p i Wl,z a t`{[ , z � # , �� 1 44A a � ' �x4i��� 2 f V srx *ice } t % i 4 f � t �atei�ial' such as straw, co n ir, `ter pttodegradable netting. o#O w e specified. Encasing nateriai shall e , :erenfir * vp!xr, a(1d trap of encrusted concrete or other -' antamina mat als such �tiveS. Encasing rrrra*fial shall be free fr©m �c uts,,tears,or weak plaoes and shelf eve a)1fespan greater than 6 months. Compost filer shall meet the magi" requirements as specified in Section 9-14.4(8), ,12 and shallbe Compost. I$ 14 Coni$** Sock v 'I "fhis section is reed to-,rpad: 1�7` Slodegrsir#t� `fabric for compost t6,ck, � ,commp+ st wattle snap be clean, evenly woven, of encrusted concrete: bf€ sr oontaminat"ng materials and shall be x9 , free from txr , tars,broken;4r missing yam and.thin, open, or weak places. Fabric for " crpot."sow:ehalconslst cf eta # ,. ; l,iodegradable fiber which has not 21 i e .t l ,Y type of preser live. outpost for compost'socks shalt meet the 22 Material ants as specified in Sectlon�g=t A(8), and shall be Coarse Compost 24 w 16d st6kOs4Or compost sock and wat"es shed be made from Douglas-fir, hemlock, or 25 pine sp6ow i�( length bod stakes shall t e 2.1666 by 2 finch nominal dimension and 36 inches in ; os.+c+fhetwise indicated In#4 Plans $ c n 9145 is-supplemented with.the fopowing nay .section. » ) 81 .c shift be We of-100%,'IduiablO cocpriut (coin) fiber uniformly compacted 32 + to 'a out tom."Log segments sh it have a me mum length of zQ feet, with a triinitriur»diameter als^shown in the Plans. shalt have a density of 7 lbs/d or greater. 35 Coir lags shall be manufated withroin gipping°netting made of bristle ,c;oir twine 3L3 with i trri e#rehgth Q t ."'i' a netting shall have nomirtai 2 inch by 2 87 inch o 39 Makes I rrf #u a requirements of Seciort:9=Q9. Cedar wood stakes shall have a $ ori shell be,,, inch diameter commercially}! '11tis section is'n vfised W2 V# 4 , gare�t plantsp'� ' ltd harvested without soil or growing medium 47, around their r s ; Confider Ware grown fin or flats that`prevent root growth beyond the sides t � �-�ctttrat�a tafs�r container. 4 1 Balled and burlapped plants are grown in the ground and harvested with slit around a 2 core of undistwW roots. This rootball is wrapped.in bildap.and Ueti car place d Mtn"a wire 3 b sk t'or+ ht [ sieve 7 7111 t ill ' � ✓ .# and' "I0 ��Gltept r. Of �j;+ # 1r may = 11 lricl fhe s1vn$tc� W �;. ' & s mi 23 # nt> tlarl J. ret#.brarr+ir� to MOO tfe# a 'i{stem: b. FN � alb `or autiFtatl� trodas tt at=e Ape ..t zr e bt� rt?a d sut �a7 Q}4 d IAl ' tIjl*s���f �� t �t� $ l���r� �+i s Y��a r f °$ 44 erv. F r'5i � `C"art t `fX ;�xirE;( �4 31109 �" �✓ 3� 1' 1 e ' 1 # r t off#tor` pry k g > �1 1 F AS MCI* ijl by 13"I Y+lt+l� i� t of g§ jia' tNPt 9 . f ' Fja )4f 4 F = ! ore term�t bud, and shall not be �, � ��' tder, multrple leaders, Of Y 7 A r by a flbro system and. us root `��' �uatly growing. Balled r r 'With tte.b _tap other packing ` aria{ ittrious'to thy`ptart# tiie t tits shaft be free t d or foreign plant ph t Plant n std#1'be nu rsary' f a ' taht ma a#, with the exception of 1 til �, ' t f+turi na#ive ndr. urttter rruraery conditions for a `t.3 tx6imuiMo �r growing seas , � .of alt fpreign plant.rnateria{ and meet dt{t31`tine of these 4 ,th Plans, and the Spec{al Provisions. t f o , a t must befar k ' ' d Into a oontainer and grown in that y ? ttniner=; �r long for new fibrcua #,o have developed so that the root mass c �F and h4{d together v #.fiF m1he container,without having that .pot. Plant matetal i `rget bound; as determined by the , ed Cori a�i '"be free of wed of foreign plant ',2 ry foot] {ant rriaferie{ of � ; '' ` ¢'tfian provided for to the container . ., k• i the Sarre' `,nod by the v {ume of the roof bait reis shall'27 Alb twi a w jibrous root system and must be tiant' t th . + sf Ptan# g, M" j w dread pr t$ shaft .be irk ardance with the ' 3 , if{ustrations, ate of the ►sNS. 'I Wide" shag be teed With staight trunks,' t brae,rFnt and be deveka!eed, grown, and s fu{l bratty Win., ` 0' t Free Crdde" �hation requires #fie 36 fi heat of nursery dr tt dita{tree'productk�n v+rhich shaft tie supplied. 37 3l3 Trees ► *arty pruned; brcen, branches, trunk; or root structure shall be r fi►ail es r sclpp t oed anti burl pp d or In a container, the rtaot own j df t o at �f"the.fkd$h soil level. 4t Trees super a In" nursery#abi g.w {not be aoi;epted° 4"' 4 Plants, which r} 1 �, �� r fo ha" suffered damage as the that of gitttg '� 10 64 146s, of the stern or , b mad or c#af #©ps or branches; or 4r ive rZ., ts the p art unsuttabie for its Intended t i tarns th at ire a ���genus as the specified plant. 7 rot k��s a Sixth tag, �w t d j ' 3 y 1 2 9-14.6(6) SubStltU#Qn of Plants The secnd 16 o a f rti�tlt� a bsll+ �b! + w nt at+�t for bare root,plant °may ti® � m t a burlap �acl trt� rtba va + k rr�rial than of l, ili be. q Q ipproved by the t xcr cwt to tl ` 1f ; , 12 �' ` I ! 1 , a tirict. (UP #i 't6 14 15 ;� alt 41 enc! <,.. prp bi 6 not 17 t JMIt ;W 1$ low # ati It r 19 c ra 6f w ° this F a 1 : 20 ., � ; Guttl rg . that ate �n wllrt l be in finls,tak � �.te hthan rr t a shall '110164 24 "� Mob T t�i+wt p�raph� tai t u 7 00 Ripe;T blft* � 30 The cl 1 CIO Af3 ;end` . b�t`a m rrrg. 36 , 36 NO 006 "ATM r x `� E�. fit:L 2" is _ X', WK 7 0100 4 MOW �. 9 O90 4 T1 Ph"1"t rsgll`e 40 ! (yi t 9 sn Accelera f.admixtures are E�r►I !; v # for use ire #fie fiolbv�ing applications: In 7 Con -£tensity Fflf,.(also ;Im� ae CO ntrolled :ow °`Strength Material) in 8 g , vui#h ec#ic n, � , cl lfiir g, In tland Cement Concrete 9 Parert�"rf,accordance.with , end in Section 5-05.3(l) Concrete Mix 10 Paving, 12 SGTt AAATRlAi S [} A #RlAT1QN 14 9-98A4(i) nth a;n Posts '15 The.last sent `is Irked to read: 16 <1 ' reaervati n i re(ention shall be as sttown in Section 9-16,2 for sawn posts. 19 SECTIt N ► l .UM NA iON, SIGl f 1L, C1`# ICAL- 20 December 21 9 49:2 JO �n 22 Sectit>rt 9-29: 1lir Mid' clots is revised to react. 23 P, 24 9-29.2 JurtO �fixes, Cade Va>� tts u l E ones 25 9- iZ�'�,�. i ' �un�tFort �� 2fi Thins+fin Itgltding title Is revised to rid. 27 2$ Boxes 29 foie of this spi t '► concreto is defined as Portland Cement 30 Ct>rttete ai `n+ 'r- note is atl+ er . 31 � t.111'^u tl4t .ttl vh Iw±n nYlA91 1 !NP ' 3F°r,". Stardrti o�',a. as`�-ype 1, 2, 7 and $, and Heavy Duty n ' 33 3unc# i X+9s Cf 'Type 4, 6 ar�d 6. 34 35 The dontrarglor shall provide shop' diiAW'gs If their manufacturing process or 36 etanrr# rxel Includes �,darvietlon from the Standard Plan. For 3 eac#a n box,of teener i there�s,a des n dvange to junction box, $ ? F ed In: s0e0I6000; shall 'be, performed once in the 36 presence or ire Pirineer. - Ott" .:; = 4z" Tttl septlon is sup�rnenter!with the fco+ig newsubs.edi ons: 44. All. tndair; tlCtct%n S3`:matt t `a n�in,raum load rating of 22,513© pounds a� �! txance ui#h -�. �,. t ctu»plete`Type 7 or Type 8 Junction a read#ootl shown P ng In`the and Plans, sr. x � � F a .* �t 4 r r=4 . I � I , A, 1, 'loft, 0 , �=_ -� " ", (� I I � 4 1 1010 � =, -f ,� 1_'�I),, " i ", I � V, �I rt & t r � ¢ i` - {# r ai , 7 x � ww > l 1 �,i' 3 t1 r wG.lip .:F Y n.. --.z'i Y 3 j' d W #; t .� v �. ,3 11-� J,�1 ,",�' I M-1 *X , ¢ {,ii g,., y _ , , 1, 1, I'll Y :,n: M 1 1, ; it /jyylyj p 'y 7'. y/''J)pp a wri . d # a { r 4 3 i SON" 00101 0111�4 i 4.i a s �� at 5,"*�.. r iA} .-: .p � i _ ob� 11 .t t �� i �''d a �,'92rE J+'i 3x a J 1 s+ a c ..i-. i !' t c ' n� r a > c I .11 y + � l� �p � "{} f F 5 k £ l k fia },l 4 I .. } ; nay, +�$ .2 d" P-.A A' ga "`= '# { Y )40-0-0 t j � �� -g. + > ,� # J, 5 S�- x,, * ,��S ^i �5r 2 - ,� fi C i 3 i t . d��y t 4 WI N wt a , s 11 i ��, �. a a � a *i t i " "3#m,¢ �O, bjil d f i .4� 1 ,1 , x y_ I,9 i 7 C a ai(�# ,,4 AUn �fi�`s^ Y * i�i NM. � GF ,r� � .11 - I 11 I I W� 0 ��J, � I �';'_"I , *od ",�I,O� 0*61111.14 3 '� �' ` .r a,r i; i ; a ti,3#t '�i'' '� ;�11#G tr < �k 3 ,d ,'. 4i hi. . e� a t� ! i,i �� I i'. r r f- d { i� a s; ;, } �� ', n `� y_ 1, J 1' f „ 5 I 1,k , 1. # 4 Y sr the`cte uect iii� + lraty Boxes.;shall have a minimum compressive l f , 100,4 � y v shall conform to the fotfQwing: w 71 AMW '. Reinforcing Steel art x-07 a Lid „ r �"►TM,A786 diamond plate steel, rotted plate c omptying with ASTM A572, 10 ado rarASTM A5r88 with min. CVN #eft s of 20 ft4b at' degrees F 12 . Frame arid; ner plates grade 50 or ASTM A5138, both with f to of 2 ft4b at 40 degrees F "#' Hanle M A36 steel JL5 AnC t +dr n'9- 6.1 a its.'f�lu�;Wafters A; CI ' 083 or'A 193, type 304 or 316 '#$ Thei frdsf �ites shaft bear on tfie, .be mred so that there is full even 10 contact the perimeter, betin eeri t j� seat end- id� stiffener plates, after fcaon + frame a ##d. The seat and #idrieter bar shall be free 21 #d��. fterforeign debrItAhz t a tffd prevent solid seating. Belts and nuts 22' shelf be coated with anti-sOi y t Bofts shall=to installed snug tight. 23 The'fw d perimeter bar ' machined to allow a 1hihimWIi of 75% of 24 the beam be seated with a t MOI CO of 0.0 to 0{?05 Inches measured with a 25 feeler gage bearing area percentag+ f be measured for each side of the lid as it 26 beam on 27' r " 2f3 � � Requlr�±liiii Jul ehat#L be tested b en rrtiateriafs testing facility; and a test 0 raid da ciirriettting the r�suits of tf t 'firmed. 32arn+crt+s 'bow# in—dopetenth shelf meet the requirement$ of 33 AA MTC>`R 113 for Qua#ified Tee#at' ai l'Vim`rest Equipment. The 'test shelf be 34 cxndu� in the_ presences of and by the Engineer or a designated f 35 represent,M '"the Contractor sl i ttie�r loser 30 days notice "or to testing. 36 one'00 of, test,report~5f b+ furiRrlahed't+ :tie Contracting Agent certifying that 37 this a mover or exa�eed �iiding t`ogelrements for a concrete]unction box, 38 a ll iris fdi#or�'rng lriformatiori; 39 ,777777 421, dui,sand procedure. * AN 6. 1Jpon ` st�s} hhe°bcx shalt be loaded to failure. 49 . 7. A oration of, ailure. 4 . l✓rar non-con . fly snail TOO be a Nationally Recognized po Labor copy of the test report shall be unshed to the . the and cover most or exceed 51 ; W ding��ents for ate„ k a box, and sha#I:include the following � ;, =lnforatfon. kJ M r 7P r a€Y"sm ^ re#' " rte, r 14 �{ uC.1 lC 1010 n h y" BtE I ,,,,, I '� =0 j --r , ,�'�,'-"' — , , I ��itf k = v x� � „ �" a � '. - F a s Y FLT,,.# * " y� ''# �y #',�, p f I * � ��11 s "48-'- i F a � ,•v � ,+ x 3 AF N , , "1�p 1 .11--11, 1�'' i�' I I I h� ,"I I il I" ' 'I Pi 0,01," �,:01 91 r " ; ' � , , A* :;; ;; �� V f ! t�y`� 3 2 �` y' W fi 4i Y ll��� ` y4t w I i$ ��� ° ` .q�i�„�y ;; e x s. x r_s c"x ��n�.� ,, Y I y.4 i y Cl" fiIIF $ 4] d ?' ff yy jo~ - 4 .{ '' .Y � �.:.. I 11 1F� ,� R.� f _ ?. $ �~9 4 r' l� '` '�k x �t t5 x , ,Y ' t >f f"z.17,17111 11 # cam`_ � � q aM1 'ts ,a, `i f ks k f' 9 j t 2 a � � } !x 1. dip i + s # " ! s a x, fay w u , ` s i I, ' X F I .fI Y .s { w? Y 174 ickness of the concrete. cc Wita hZ Y'd..y R R a ',withstood the 60,00o 4 . =a x � ? ' tie lid 1ST. t. 1d" S s" "vo( S have not-f t rrraen nt dishing of of the Rd is 1/4 Inch pr,less. N6 buckling or"collar � ` �.. 1 14 'mss, tl is revised tO. ij f #,, �C► r and H a t 1+e Vault a4d Pull Boxes n d heavy.butt't✓abjo,-.'f" ,?y Boxes shill, be constructed as a 1$ eavy.buty, att Standard©uty Cable concznste as a concrete lid.Thsf f 19 ark be interch both sholt fit the'same box as 9 dM1 20 sue,�n` Plans. e2�1 . # ' The' wn � ,' Shop'dnr,tnanufac#urig proms or.�,s 23 produce I s any dev +4f► and Play. . �r� of bc�x 24 or r gene .<a design c fi 1 ble wit.or Pull,l ox,. per'# as 25 def d In ' C'Oon, shall be p once in the"presence k 27 This soon iii, tpentdd with; efol{oa►i# morons; ' � rtlC►xes larid �Cafe Vacs#s aril P be ricrefe d halve s minlmurn toad ptaunds and be rdance= vft 9.29.2{1)046i concrete 3 H : Mari Bcixes, 34 Cre#e st, lard duty ci ira� 'mod .pull boxes shell have a minimum 3b compresol s biiio "a�f I ha k shalt be anchored to,flee vault/box by 36 wekimg �: #u `headed studs 318,inch x 3 inches long, 3t' ass ± �:1 , f bMl The hah wire fabric s tae attached to the 38 etude s vvi sand d .ba pre : '� vauWbox shall contain ten studs " 39 locater fhe` me € femme a A,rill ids shalt be platted one anchor in . at of eitch ► favo" std on each-length'of frame, tki � # with s black paint Iers art part 11 inarga�rtic n+c` Amer in B.67.3 or hot dlp gaga t in accordance with ASTM A 111. and bu#r �tlts mill B�axes shall confo m to`the folbwing: r + :Sectipn" , wte steel itind.plafie steel or pt A dandle t ' k -t•'I 4 r i, 3 k L fi Y,y"t 3 ,N y 'E'bf ?. + d Yom' W a,..$ A _A f -b,}'�G }-, I 1�� ''% 4r I I ,�� " ,,� �'', I I , , " '' "' '. _, I �_ " ' ;l �� I I I '' . . I R_ - — , I � : _ � - � 1 - 1 11-- I— — __ 1 11 , I'll_ ! . � 1 : ' , I � � I � , ,,:, 7m ,��, i,_,41, 1 , _ ,� � l : 1, '' � ' ' � ll � — 1�&��... I.� ' _' _ �"",�- ' ',���"' ' �1,11"-,�,�,]��:� ,-"",� ' I ' I _ � ; , ��:_J, � �- " ��o! ., _ '_'��: - � 1, 111 1 _ , ' ' � � 1 ", I -' :11 __: _I �lil .`O� , " - :j" ;: a � �� I , "W' ll ' ' ,' ' I I I I ' s,"',�'_", � , - _ �,,,- � . , � � , � .-I I 11 � I , '��_ ' 'W" - 11 1, '' _,� :._��,,, , ,, I I I ,� , , 8 S � - _ �""�,�,:'�,,,_', " I �� I . . .,sc m � will � ,� �';",�A"`,, � �,�,2I, , � '� � , ► ! { 1 + fcuirteation'hardware shall tie 11 , :#qed galvanized,in accordance with 2 AASHT0 M 111 and AASHTO M 232 , SEO WA AS Ij 2006,' .' 040.,O)A Copper Tubing 7 This,section is revised to read: 9 Copper�pipe or tubing shall be annealed;,sesa)fpss, and conform to the requirements of 10 ASTM B 88,Type K rating. 12 SECT JON 0-33, CONSTRUCgTIE?N GEQT9k7t4E 13 August 7, 200$ 14 Section 9.33 including title is revised 1,0 g in its entRtety.#o,read; 16 SE6TJlON' 0=33, CONSTRUCTION GEOSYNTFiETIC 1:7 k x -18, 9-311 Geosyt#thetic Material Requlrementa 19 The term gebtyrnhetic shall be considered'to be inclusive of geotextiles, geogrids, and 20 prefabricated drainage mats. 21 . 22 Geotextiles, I nclUdIng geotextiles attached`#o ;prefabricated drainage core to form a 23 prefabricated drainage mat, shaft consist only,:of long chain polymeric fibers or yams 24 . formed into a stable network such that the fitters or yams retain their position relative to 25; each other during handling, placement, and design service life. At least percent by 26 weight of#Fie material shall be polypi+eons or paiyesters. The material shall be`free from 27 defects or tears. The geotextile shall also be'free of any treatment or coating which 28' might adversely alter its hydraulic or physical properties after installation. 29 30 ,Geogrk s shall consist of a regular network of Integrally connected polymer tensile 31 elements with an,aperture geometry sufficient to permit mechanical interlock r with the 32 surrounding backfill. The long chain polymers in the geogrld tensile elements, not 33 including coatings, shall consist of at least 85 percent by mass of the material of 34 polyolefins or,polyesters. The mat®rial shall be free of defects, cuts, and tears. 35 36 Prefabricated drainage core shall consist of a:three dimensional polymeric material with 37 a I stmcture'that permits flow along the corn laterally, and which provides support to the 38 geotextiles attached to it. 39 40 Thd'�'O'Oosyhthetic shall conform to.the pr oPe Ojos as indicated in Tables 1 through 8 in 41 Section .9-33.2, and additional tables as required In the Standard Plans and Special 42 Pt6wskm for each use spec flied in the' Plans. Specifically, the geosynthe#ic uses 43 : inOuded.in this section and #heir associated tables of properties are as follows: 44 Geotextite Ge6s*het116 Application Appllcable Property Tables tJr ,ear ouric#Drainag®, Low and Moderate 3firvivabitity, Tables 1 and 2 X13. and C Table 3 .1(G I �4 �. _ { �, -i I I i Soil Stabilization $ t Etc siox� Contrd,, �lT� � iurvit l:-. ,-ty 7ak 4,-S, ,51— : µ Y, {f7liJK� .. { ;yP S $ N , e- ; 11 I *_It- d . Sat M y S Y S¢" kt WOW I O I -1 11 � ! k j d ;. { ( 1 h� ��1' L F a�� � �� �y « #1 ,.t r F " " s �� i x s 's'' 1 ,r{■f ¢E t `� .. ' - } a +-w'+i+w4se '1 j4 !?"'y`."".+r++1" +,, --"4" 11 0 r ,j7 3 # x s xh f L t Y =,t yam . !Ili]g�,. fi 3f }c..h tit f i; t 11 'T4 t �` d fP �' � d•q' „4 'f -'p ni I'll A �{ s' a 4T4'$'-xt f d:Y C iti +r ' 'ki .€"L'E '`r ik9 S� 'a `� � _ ''' F i 1 , k t xi t� +11 !r � -,t^11 h a�5 { { f t fi , . �1 �Y } yy �� -{.,1 W k fY1�11a I'll !E t# I I I — I � - I i — , , I " "� ,� -� 1, 1� � , �I 1—,� " I� �1, ", -";,-�—,-�,,'"�',;= I I r I i,�l ` � i , s. 'E7' t ; � . u s. �F �sj P' �'ti =Ly` S i f t"� 1� ° `` 1 f +r`.I' i P�3��� �'11 1 i �w ,�i: �E x a`I i F fi �: { I P $ E f-4.�_ f, {'fix .:. 7 1. I �f , t . : Taar f3 4� 67 It>min. 40 Ib min.' 80 Ib 50 lb min. 1 �� ��� �; �;r , � min. 43tM tviolet . D 4355° 50 ;stish th Malned min., (UVj" aft' 50$hours in a xenon arc device Riatlan 2 `Table 2: Geotaxtile for und+argrEwrtd'dtainiege filtration properties. perty A►STtYt' j ',Gootextiie Proportylkea ulremen#s Test r r Gfisss A Class B Class C Method2 AC3S i k � D 4751 13.5.N6.46 U.S.No.60 U.S.No. 80 max. max. maxi Water arMM!vit D 4491 0. sec min. 0.4 sec'-min. 0.3 sec7l min. I 4 5 `Table 3 .Geotextlte for separation,oc$oil stabilization. t3eo# lie AISTM f otextils Pro R. utrements Rropusty lest ration Soft Stabilization Method& Nonwoven :Woven Nonwoven D 4751 U: No.30 max. U.S.No,40 max. Mater D 4491 0:02 sec min. 0:10 sec7l min. P�ittty Grab Tensile D 4632 25a lb min. 160 Ib min. 315 lb min. 200 Ib min. and x-machine dtti Grabi Failure D 4632 ?50°l0 <50% >54% tr macho and x-machine � d'ICeptlii�rC; Sim B; D 4632 220 Ib min. 140 lb min. 270 lb min. 180 Ib min. i S t no i D 6241 495'tb min. 310 Ib min. 620 lb min. 430 Ib min. .` D 4533 604b min. 60 i min. 112 Ib min. 79 Ib min. tn'rnac� x-manhlr , 1 U#trloiet t -t X55 50%strength retained min., R tlsan :`' after 500 hours in xenon arc device Stability 8 and ditch lining, Tle.?t ;.teolextile for permanentrsion cc>nn#rol ftyogtle ASTM tnztile 1*ro Re uirements 1 Property 7"t Prman ` , c #>n Coritrcf t3itch .in 111 1191-1� Method AAc� a,. , Nigh * Y 1"it�.' A*t �l,w . v , K� . , . r I rf }'O V", . � , ,� -. Min � , "tt1 m il �4 IV �:, t L i 2 } 3 y t ., , `< 1 , , , ittrtir ' i C- rhin �, '� m ;ro , , r > Q "^Tr �yy, ry S 19 1 13t".121 .. *a .. t 11,11 -mix min r + .. ""'^ �±h Ar .+^'�'k°'.'j)+t+l�.y, '�'"�r. ;.4v 3++iM« l SPAS' P w, i ir�� e, I Iyy. r a � /I �,y}���{.�.j p i I �` i7 ' ,- w 3a 4q ,^c:-ky� x W.," fix.# , ry,r 4. r t"e + �} la-,",",� 11' ' } �� a£c f € ' .``o � � L OT{Ti! S'.I S r vT' Cif } '* , i �� ' � 11,iy a� 1 "# Y :, 1 1 k x ' g ', 3 I 11,4 i" . C s .,,, j ! v i 3 .„a t i}rvry 11 } 55� qq' ,t j 11 I 11 i+ "tb1�Vf: � �� t fS BN i 4 Gt A'� ��' I.iF' 1 JF ,-t I `f..11 11 t, xI- i t i '.i , c i s = , 1 f. 19 s to 91�$iittii s' x , ,J� 1, 7 ,. 't 1 ', { j j g}o f Y t k e , .Y: 1 � , t y 4Y ' ',,,',,r, t , h y ., f i , r 4 't 1•i F'{ �. , , I... 4 rportsd Stfpoorted Between f l t a k i fi r G POSts Pasts with Vifire or Polymeric Mesh D147,b"k �± No � Fitt wovens, US.No.50 OW t" U.S. No. 100 min. +drab Tensile D.4$32 180 ll�min:to 100 lb min. Strength, tnftiria direction, ;' irf.dtaiine and 100 l min. JK-tlibttTitB!flirectiOn a in X-ihhih8 . direction mine re Strain, .30 a max.at 1St!ib and or more direction t!1#aw6let(UV) D 4366 70%strength retained min., sta lity, I ft hours in xenon are device *» a rnthetic Properti+as P�►r stitaining'VY'elis and Reinforced Slopes bie 7� iii ' properties : r t r+ad " for geoteXt le reinforcement used in . s„n tic reinforced retaining wails. gedtext ,Property t�eotextlto Pro rt ulreirierits' i f "Test Woven Nonwoven nwt ven 'jMi �i AOS p 476 : U.S.NO may W lorm t 4481 0.02 s t Mitt. ' b Termite f 4E 2 200 lb min, 120 lb min. 'In a and x n6 direction 0* a*"Strain; l� �5t3°fo in r iachitm and #> X direction . 4532 160 lb min. 100 lb min. i U;6�1 374J 1b min. 220 lb min. 'tom ength, 4133 63 lb min. aU lb min. in.tn'at and x="ia ,directlo t , i3 4355 °7#3` for polypropylene and polyethylene) Radiation Otebilliv and 50%f!br polyester)Strength Retained min., - after 500 hours in a rc>cnon a device fi 3 $ Pre# d°-dr 'ge ,mat m..sh le or double dimpled polymeric care 9 r nth attached and j following requirements: 1 _ b ianum properties �ftrited drainage mats. ;x r sr: as tee ;, .,.t _ ..11 G�at+axtile P,rofy A�fiM Ee�f�artile Prc �qulre � ' ' , , ( y S - 1' s V5 ,t C a Y _ i k',{ y 11 �� i '� n Y . , " 3t �x- 11 7 F J!� �, $3 k CPS! 2� 4 f I 11 ,* i a � Xx * a ry ry t 4 `t ; } ,� / ���p �. Z y as '�y y'4 ]Y1�gJ�[yT ,� �� .l�f+ , it r � �.., { Y t 066i z,1-11 F _ 1 P E r t ?YT , t �` Y } Q 1 a hF a,�, z4 r .�.. y Ill I �� I I I I �l I 1-1 ,,,� ��' , 1. - � � -il J-1 I 'i =t'' � I , , , 1-: ,,-, ,, �! " I ., I I � ''�,,�, 14W W�'Il III —['-';`I�I! �,=—P$ 11�',,-t." -"), �f,;;-,—� "I i 'tNy s'?; a t.;�f ..�+ '11 �,7 a �'.,o ,v 1-� � ro �' � '� tom' k i `, ki c " ' �'� ,oo�pwj O MW- rt ry W , 6 y �' S - ) j -, � ,,��,.,�l r r ..�.,p �a t C 11 I �y` " " '{ 5 ¢ x S "` i�' �; ]� ' , u im I . il I -,, �9,',,,y�-� " 1 1 N "Opw � 1, }� I I w I ; - , , ,,, ,,,,, , , , - a , , � � � �- 11 �s k X k eF r t b` .5 t MM yg �' r r�, `a, i� 0 I 'I { } 4 ¢ � I 11 ► 11 31 I 71, 4 " , - w 45- 0*r s t r 3 .' ,k x 4 '�- Y-n Q., d ''� , �S 5 +�v� .�5t t f £ ^$ '� tea, pF 11 I I'll 1 y ? ' � � q yy - $ v f F '`a'4'� k } y- 5 t Iy i } t } }' S „N K iA t 4 rod # s ►ipled can@ clearly identified 8S a pr i "in tic,appro" process. ` 4 �} �' k °` " rm in p± anent geosynthettC- 0 ow" listi +d fn the current QPL, the atrlrrtit te �A aaialations used in the de w of p®rtorne t a, anCO' Wfth W,SDQT Standard Practice T 82 �� ?rcficefor tie#fit +r tar -Terra Strength forGeosyrrthetic 9 Rein ant, tc the State`IVlat dry in Turn tar for evaluation. The , Conrad Y' Wit regciir # calendar days, fter recei t of the Y P 11 tnforrtta Complete the evatue . ;� 12 13 The:�itptc sttali submit° to i#t lMr��inear the fallowing information regarding 14 each material propope fcr use: 1°5 , 16 name and current iddss, 17: xlrte , 18 :o structure, including'116 iam type, �y'ty0 3 ,Polymer 'tie) porary and permanent geosynthofic yr"the tic ur*4s -d 22` ett�d tei .results for inintmurd a roll values. 23 24 -33 {2 ' tint 25 26 � c® Samples 27 1ltlhert of geoyrith� " is proposed for use ` fie:#vlMawng O s a r+ t ia: € c�ltvwing'srrr►c urns, a pl rii a haft { 29 b�by.: dory test report:- 30 i Geopyhthetle Quantity and 17rai` +tipb s T+ iyjr a rn Pear�ent.fttietic' �4t1 quarries Retaini Wails ,. � !1 RA'An. M3 w F iCNi F 5,.}ItIM ►AK Ht.^ Ah I,"4 ..t, .R w!'..M4 f+'.4'3'H(�€M"L X7 1.�jtr n' en for acceptatrce the information about each 33 geosyrjll:t®be used as stated 34 35 > mr►00mly taken by flee�rtgir er at the job site to confirm that the 3 sytthetrc`meetefhe prapetty values shied. 3$ approval M Ike ised on tes each lot A"lot"shaft be defined 3g far the': p is of this sp s a11: geosynthe roux within the 4g consigrrnnt ,.oll site) drat were duced:'`by the same At,., manufactiarer4p a Hof°fin luc&n'at same manufacturing Plant .have the p��t after the saw:have arrived at the w ltiateralls Libortty in `� , a:maximum of 14 cstlendar days will be 44 i €tlr fir th�js tesfirtg. r s ; S : the testing she 00 fio tat, as dam, does not meet " Tf it retl.for #iele V° ticated T 1 through 8 to 48 ate: .2, and'additional tables`its in #hie dal f''rovisions the raft LJ : or rolls 41ch were It tom► 1.; ri d �ttil s ..". 2 tep ,9Ynthe#ic weds shy requit�!n sifts 7,". rid }y�} (} ' ' s 'Ur ` Qt 3ES W i rid Take ihall Alk ...µ � r rTV 5 l DO }}'}57d •4 � $ YI � } h � 1 duri ''source 1 4 r Am not wm rap hd • A � �o �y A r �� claret`s � r 26 ..-a y t Ile.S •- � .�. w�rY to MIA WWf b•,i +�, S p 1 5 .3 •? d t rv��� §444' {t,., h a w s 7 � t a r f AWAO A¢ _YI F lo of i ,r. w r , ,004 1 using, the some equipment and alt be used F sus #f production-seams will 3 l t�h:tfite ir�ft a�`�� ne6; ::the Contractor must 4 fs s#th d W + l to both the machine and 4~r� �fl .The , must be at least 2 yards in the factory,: the n ' En pbtain samples of�. a arrt a#rndcsrn from any of the rolls to 08 be.� `he,sea m assembly dip A 07 stilt"be sd6mlt#ed by the Contractor to 16 9 the will be indwudTed seam sample obtained for testing. This fill d p_0 sh l Include the seaet:�� titCh`type� sewing thread type(s), and 1,1J stit d sl y i 3 C xx -. 14 , 5,An#4 l 3, t3 � . 6 This sect n is refted �rad: 17 1At110 and shall Comply,wt#ha specifications. for high Watlte organic 19 oomph eased p�#= w +� olvant based pant or lvw�VOC 20 waterb©me t� paint for Accesa' Ce,Syrn :rte:B$c'9° i�d shall 21' be chosem �` POT QRL listed l�A'. Ammer:` The'blue .c r.f r t Fed 22 Standard` _° -Oot 1 0 and the tole, , �f.,variation shall match # in the 23 FHVVA blue Coior Tolerance Chart,° 24 ` 25 9-34.3,, Plasio 25 This secon ls ' to,read: 28 Ww, �l ijcaw plastic pave erg# r ir#g materials shall comply with 'the 9: r fet ` 30 31.- yps -l. uid'ho#applied th c 32' Type R f? -formed fused thy► past 33 °4pplied pro-for taj er. 34 Type`l mid cold applied' "" eflrte _ . 35 el pro pe # marking material for "Access Parking Space Symbol with 37 chosen from`a W p T :listed Manufacturer. The blue color 38 : $ t+ rd 595,.COic>r,`.15090,,art i the tolerance of variation shall match 39, A"# ghway Blue Celor Tolerance Chart." 0 41 '9 a ttt:� ,`," nc the: efs►rer3c�e to AASHTf M 24741 Type 1 is reprised to AASHTO M ' X47,Type 1 ' 4 : ►N'1 =35�" If'f3RARlf T#� Fl4: aWTROL i ►rl�laLS Oft 47 � +� n: lgns 3 is a plemented # f Bowing: n r �} .`+, err r% �. t " f,'�.?t F f x "� � } + �� �'.�,' - i,: kll, v; s Post t�1GW1t l t #10 C'..s ,Q : 4 ft s nark addl#I©nalty s1601 �tQ MWr�� ,ed In ! .I-P,.11 -,.>:,: F '� � +. k r', +x '� ; a � 7� F to vM� ,W 11 M _ Ad t C 3 b 1't - r tt fi r' 11 ,� xt R k a z r ,t _ } ` �` e t �«« `mot r „5s e r t x '� r: r '",f;� C �� � .. y Y R + ^! S "k $ p-11 :�la, � �' ffi� 4;;4 � 0. fit"_ t. 5k ; .f _ f + 1 1 4' + M & Z '' �3� py` 3 F �i k i. _ a § 2 fi CA k. z - ".''O"'p",� t c, d 2 0. 5 r 4 a r' ,t '' `+ 4 } 1 a ` ,.,. �. .p:a.�" p, r,,.}u+,..tyg ««ret *✓M'^ +w„.-* 1"v� xe 3''"" - �'4".���" -- I I�— It I 1, 11 Eft ,;,, yt } !- , 1 'P f . .� ) �i {{!t S; C.' k7�Y" F L*:1 y # 54 Y' p yfi I ji �1 i s gig t kr c € € Y I I e i q i i d� 5 tom}T� .x }'h4 C q rt" S 11,,;j Jg{'n+ lkN' 13"2 Y }Y 3 J'3e y�tt �F2 L 4 s" S r, T r a �7 {A" ' _ # ' Vic zti �y`k + � { j fPt - �� , -�':-',,':,, , �,''�"" �' '_ 1� 11 I) I.,1, � -��,"- '-,,,—'A, "'"�,,�--� '' I I � I— .,11-llll�'�'-�'�l lil-l�,�F�'il,' ' - � �11 -t t 4 {", Sf {1 1 M1 '°'� d f 3 I I y y,# t c f 3"I"' ",+itP,F """g �y.�-" y 4" Y tJ C b t o r�s,j,"dyF�,c .�t`3�§M+R�F}.'. ` }S 2 i � ' r + v j s.. t e F' t �' { 4 p >4 w� I �, �I - , �! v,� ,- K—A'l , � %;� P (E ,j� is as t } ' _ ' h�$[ �z2¢y'^'"��� ' �, ,, (I } + :~ ff, i d f S i 's� i -iv 5 '"£ !.G t ,�'.4 tlp+ ik y it g + #t` f "k If�1, -.Y i {d id + _'.' a xJ T �,. §Y;r k.' ! .tpv l ' ' Y S 4 l I 11 1 e,,, ,fi y,z aY � � 'yi rZ e 8' i f e + f +f+ �t �r irk{ A� y .,"# '� $^ 1# i y p 2 ' -} t� r at 1 ' ! t E¢• 7 { CITY OF RTTUN 5 r t b � t { "%,.$AMPLE, DOCUMENTS W THE lG FORMS MUST BE;SUBMITTED BY THE CONTRACTOR TO THE CITY. j 2067+� r 1 d sublet Wor C Tyr b ractor p DBE ('+tNttraCt Number J - - equest Number. to-Sublet OW Ej� rk to: x or b`fir; Federal Em plop r I.D.Number Telephone Number City State ?ip Estlmateii Starting Date lrli, If Lower Tier �ubcot�tr�dor � dyer IQ.Number,' (A*OWWWtO66f Buff Number errt.tdo. lyartityll.` #teat Dexripb" i Arnount F 1 t i JJJJ� r A a � u j t � 77- r tom. p`r{rrt$�Q�trat�trrt�tui'Qr - - Date p E, `®ap +�tmttt b 'trapYtatiaritty -i-DWSE Status Vern raft p x t (Date 154neer gate (UGtten,Required} a � i bfil 4 Fcn�i+as t vti DistrihutieH: VVltite{ inat). R egion Carry t �F x . Era (�r tk(Copy)-Ct�tttractor r, �� $E" F- t 0 LL Ll MID CL UP w i f j r 1 i p ID " 4 i " Mo W 0 fjL Id f C Q L s 1 _ �a Q � _C L Q 1 1 8'$ ! ! ! 1- :+. `m z 45 t9 }' L . m c o a G CL •• w a, - - - " Tv LL.... - C t- E APPENDIX A - SPLE` FORfS CITY OF RENTON Upon-�t�pl�!� t�►pe, a�aumt±���'�� r�cy+�p duct p=hased for Pi + kizitm the caz t t t.t 'fh al meager. Project ; Date. CA moo.: ,Cobtractor: RecIci Px`aduct i Amount of Measure Cast per Unit :Ga ►asr Product Isphlt ortuhheritied O Re=�h6d "bncre o r A.�ph�It .Rwr1 "rlas ig Cc C `Rac+rcled Plastic I.uiuhet 1 1 Other Recycled Plastic C e^vdieci3tirzldis A C3 Re�vcled �� G R?c/c1 bbes Product Rei;y led Carpet © tecviced Tile escied:Product ;Siigned: tle: Date: h : � � 1 Lr I STATEMENT OF INTENT "► pre ail m c o>902433, T!REVAILINGWAGES www.Int.wo:gowllC�e4�,cL� � itt�g�Vst$e Public Works Contract Fee Required', 'I W fc r tl l 1te�d^ot � Contras# yy� ¢spy yyyy cs k .w�Fi.1"� A V�1V1111. ,5f ,�hs`Y '_k4i-`'�'F8 ' t 1tkCltim ot to'�i�ti {#i t $t . at Awardin8 Agency(public agency-not federal or private) ,.. ., n$ will. the above website , Contractor,rxpsiity car *rte; ;"city,state&ZIP+4 Cib State ZIP44 AWodi ng Agawy Project Contact Verson Phone# Countyvvhere work was performed City whetse.work was performed Bid due dato (mm/dd/yy) Date contract awarded (mm/W )' _ ddJyy Will all W,%*, ,subcorftcted? Do you intend to use subcontractors? El' Yen.:: ,No Q es Q No Prime 4bntr (ttas'ootttra with;the public?agtfrr<yj Ccintractor Registration# Fxpe�ted ob start date:(mmldd/yy) Do you intend to use apprentices? Cndtlfta N€Yi I' ryes 0 No ditl ocupatlon(f?o a�np�I Via, Rata ofRatt oflrouriy Synge Indicate number of owners Mmted to wtutc id rketa In benefits r s , LM.1 4414 pi Company name Indicatte total amount of to contract your or time and tn�if applicable:; Address if hereby certify;that the above information is correct and that all workers I this',Public Works Project will be paid no less City Z[P+4 ttae` t' yaili g Ratew as determined by the Industrial Statisti?an inf tbe-1pment of Labor and'Industries Con"dor Titlq signature Ind ustr st 2n�A06*Nttmber or- Email address �comber 4 Cheek I51t► irw U $25 or S Issntf3ys Al' x ;., bor a�1 Tndushties By Indusaiat.Sta�gs F 00-t?2I-f14Q statement of intent to pay'pnevat*_ A r +kl' AL,send white copy to Awarding Agency. JV Cr►nuttE`3' Y�-�&I � r e 4v` ' "IOW 46 r ����'�1�,�r��i�0" your form ! REQ01RE' ERRORS QN Filirry fee `No fee or wroth required. Bid Clue acrd# b v t it rig. Award dam: i reveCtirrg Wage is based rn',5ae date=bkret d fa the contract awarding agency. Craftlbade or tips it Craft not listed;not pee ,or does not match prevailing wage 000upation listings Owned()periir if:the 'I ,w be performed by owners/partners, state°Owner/C ry'00der'the,"Graff"section,and the wage and fringe need not,be t +jt d' Qg,list the.number of owners on the job. (itrdividuals w " 30''l0 of the company are not considered to be owner/operotoro on ncaust be paid prevailing wage.) -T All work eu work,witl be perfiormed by subcontractors,ohec 14t appropriarte box on the form. Rate of Hourly Pay iui sing or incorrecf w ' Enter the rate of hourly pay and rate of qualified fioudy fnng cl fined by Cvy 39.12.Q10 that you w actually provide iofthe + The arnaun#listed for"Rate of { # oitriy Pay"plus the, W for the"Rate k>f Hourly Fr ge Benefits", if any,must iia: r weed the# revairlg Wage rare. Estirrrated number of workers Missing Total Dollar Amount of Your Missing-Enter,"time anki I js"if applicable. The exact Bo ar r►ount will be mquir ;oh, Affidavit of Wages Paid 13Crn. Contractor Registration No.or,GBC , M'fsing or not r1si, Ores not required to obtain a` cxmntmtoes regis ti t t dead;c�rrly Cndicate 1lBi(i.e.,janitorial, surveying,truckdiliving� Signa#ure 'Missing—intent ' "by air authorized representative. Aptaren :tax not t 'i rert trr #eri ihip wages on this$totem t or ' if you use apprentices on this project,they Must be listen on e A of �iAbim`(FtDD-00?»") and re i eft;;ii the.Washington State Apprenticeship and Training Coundl within ?days hiive r hiker$not registered M;rah t Ubt be tit preva�ing journey level wanes: Cal 1 (360) 902.5323 to verify regis#ratian registered itii ent of tabor'and Industries MUST ALSO be registered with the Washingt grid"Training Council,to quality l apprentice rates. Ifthere is'not:enough space as pxl on one form,use adkiittorittant fonrts as needed. Please indicate at the too of each farm"Page 1 of 2, ���", di#ioria]twin required No t*r attachments will be accepted. pprd�raf trf video by cottitrirctorteubc�antractor It doe*not sigmty approval of�e"olass5§il� ; . �' ` aut�arettar� L&1 will m1 thev#d whites copyttf tiffs Intent to die organization provided'on the-frori#of this form. Make a COW your records. r A copy of the a xoved far e:aa x remployer must be posted at the 0 or coftacts in excess of$10,000.00. Prevailing a r `avae on the Internet etni,watr1 #dCt "�- , Subm b� 3: 1 {ilVi# S>ntarY) and the } ie Via: f fold in thirds so the address �1Yi #ES wiH show in a window envelope' !C LYPO)A.WA►SH1#NC3UM Sa"4 35 Far gwestipns call(360)943;1-5335 f F7t1ti-024-1 10 statemout of lntextt to pq baclW 12,ow 5 } kf g �. Pe Y? } ,e PAYMENT OF I Red: N Wftf*w No.! Proiect CAS Nc�. This is to vto tat r+til rZg wages have been paid Maur employees and our subcontractors' employees 1Fgr.the tied od from° , . . . . � ,� in Intents et ailing Wage rded wtth bey '<' ngton.State Departme6t of T.abuar' Industries. Thisrovl`l executed and submitted l '`to or with the last pay request. By: Title: q is_n�noc� WADE RATES AW { CITY OF RENTON 1 F 1 � 4 C k pull, sC Ong} i i q 3` f 'PEN 1 � A t as � y e S I__8 ! ; RM ` # �e"�f Waahilltc�t as ur 0. .,WA,9 �" , �.. W1 u Wdit Coptracts y�few of Qn belie t tl. A brief alf�ivertirne motion ents is provided tar . et►et 1Cey. KING COUNTY Effective OE3 -i1' **t*#******-----+ivt�#�*�,�***+�r+a** Semfd Code Key) Over PREVAIUNG 'fame HoNWay Note �lassiftco WAGE code ASBESTOS'1i8AT MENT VVOFtKM,S JO~LE WL $34.36 1M 6D , .ar JOUR, f OVEL $33.32 3 BRICK AND��N�SONS JDUJxNEa? 'L:" $42.47 1M 5A JOURNEtI"LE�Ei: $16.6T 1 CARPENTERS s ACOUSTiM KEF€r3• x $41.4$ 1M 56 BRIDGE;'CIOCK AND WPB C ►fiP YsI CS $41.33 1M' 5D OARPENTER $41.27 1M 5D " CREOSOTED MATERIAL $41.37 1M` 60 DRYWALL APPLICATOR IM 5D FLOOR RNISH . $41.40 iM 5D FLOOR LAYER $41_40 Im 5D PI.00 SANDER $41.4{) iM 5D iLWRlC `AFilldC 1M 5D $ LfE 1V1f1Ca,PIMLttI�CCa.f#'C�tGMNt LOLL RS AND VVELD0 " '$41.47 1M 5D SoA1NRiLEFi $41.40 1M 5D $41.40 1M 5D r' STATIY#' V�SCEr $41.40 1M 5D STA $41.40 1M 5D ,►tJtiRtf'-tE�ICxL $ 226 1M 5D L MERSA- :8 DIYER $85,75 1M 5D 8A t3lER CEhR $4422 1M 5D DREDGE VVC3RRICERS j i ASSISTANT ENGINEER I $42.02 IT 5D SL ASSISTANT MATE(DEC j" " " " $ 9.5'f IT 5D 8L SOAK 2.02 IT 50 BL 0�,Yt� $42.07 IT 5D 8L $d 3.t14 IT 5D 8L Ll $41,S1 IT SD. 8L � . $42:02 E IT 50 SL �R ' ° $41,54 IT 5D' BL "< $41.94 1E 5P ELEC P4 fVAi DE1NLf ks joulowC L" $18.69 1 " Ps 1 r 5 r h KINf COUNTY Effocg�o 013-03-07 ftnom coat Oft, t PREVAFLINCa Nc4e` CIIL ELWTMC"-s l E. Ii. tt1 $55.21 1F3 G RTJF ": F#t $60'63 CiTW:, ?. $►4. � . :, .. ESTFiU�Ti�PF;S���i�, F $52.30 1D 3A ELEC r1lWU E SHOP $15,37. Gf Stti11 -'_ $14.89 jA fey . ELECTIVOONS-, ; 1S1 IT1Qi+1 $55.4p 4 ,. OAELESf�Lt41R !649.64 4A CERIIE t, VER $3$92h �FiCIIPE� $3 , . HEAD�Q " N 4A- $4,,,4r, : HEAW U OPERATOR � .S►CkCtAMM $3716: dt)IFRNEY�. L0 $49M + UNg E; OpEFtATQt�" $42,26, ' A pOLB ,.. F�OVf+E� $31.66 !1 $iA EikCt Ft+ l 1$ 1iMt!$ $31.110! Jt�C,F�AIEY LEi�t. ELEVAf( $57f66 8Q i FASRIS 'tom 1�F�OE1l1M SB AL�.n�L�l�� $12:71? FFIM $1tL7i g t F=ENCE FENCE LAS GFtS - $42.4 i -,K3 "tEAI'Lit,r. HEAL 8 ?fN" t1LATt)RS/it3 ASSES f M11R#fEFtS $45:13 $ MT.7'Q 'E�FF�EF+C�'%ME ft �tlS7 SNW*A MA£d ttF�MEGNA�PIFCS $1565 MH+l�11t3 , tNt3t�;i i Rt�1l 1 �f rtltJA+F Ci FE R $910 JC1ttF�NEY"f„�'iEL' INLAND cP'r F3tJAA�IsAE�I tc 5B AA J $WO. 1 .1K 5B FCFFAh1R; '. SUM, 1K 58 im MATE,LAi�l1�►Td1t $3802 iK. � AA e l -KING tA3 fr (See Benetlt Cede'Key) tR V Lih1G TWO Horday Note . ? ;. . SY ! . tft1©L©F:BR WATER a ON l tIATbR $11.48; i Ht=ACiiE € $12.78' 1 TE�fNICiAN °.. X7.93 i TV $10,53 1 INStlt,Ail*` TARS .Id 1Eli'L 14~I' $41.27 iM so 1 $46.25 iO 5A usscmioi 16 ASP�:1' R ; . 84 iM. 5D SM S1"' 611 MACHINE �ip� $34.36 iM 5D SAT H,vw!C t{ 1 $2$.68 IM 5D $34=36 1M SD SRtl F�l4a t=EER- $34.36 iM 5D' $34., 1M 5D 1M.• 5D GW1�' $34 M 5D'84 i #1 11! EFI $34.36 iM' SD CH�Ia= 113tE AtlAi�l EN�'DRYCAt i f iM SD CiNk�RIN '(CiWR 30L,) ` 6 s�1 GA;, f �.8d iM 5D CHIPI�"fA1C 'irAm,gh4DER 3o LBS) 4 x;36 iM 5D CHOKER'S' TTER- $s34. 1M. 5D ClETtER-: r 1M ; 5D 36 iM 50 •.,.. �.�4 iM 5D Ca X4:36 1M 5D t, ' R iM 5D $29.88' iM 5D ' 1M SD 8G �. CHARRED $,34.36 1,M 5D $34.36 iM 5D D $38.21} 1M 5D $34.84 1M 5D DRILL OPERATOR;AIRTRAC D1�4Il�MA�1= � � � -,.$35.20- � 1M ' StX, v $34.36 1M 6D ,' EPDXY TECHNICIAN ; 1+4.36 IM 5D EROSION,CONM, a WtkICER 434:36 1 5D' t= .10*0IN SAW $34AX iM 5D' III AL Cam .Ci t=ANt�fLe dam.va` w deal ft NOT $27.36 1M 5D � iM SD 1M 5D Iw 4¢34 38 4M 5D CAE � R $34:36 1M 5D 'Al TEi ISIT'PER$014 $34.84 1M 5D $34.36 1M 5D $.34.36 IM 5D, page 3 ffi Eiec"0'34"7 Cads Key} OREVNIA ' Oy, $�q.�36 GUAVt sw HAD Ct�Af�fiYA# 1AN a � ? Y MA Jb .r1a+ uu�w yam/ {© iZU; a . otm x'11 k f1E 4 !� PA, POT POWCOMAN PJORAP im S �., .. Ci 6 ' . � SQ +14tf �' ,. T '$4 ��g.�{y `f 6 'JOTAq T de w # • �'� `� �Y Y Y i f f t 4 �f F ;`{ #****7kt4iYMdF**lg 7 1k�'*1P.**fY'11r#i'kp1E6*;,it� K**eiy!*i!*Yk#* q � � "The Holtay Note Codef,Aai-m'b z ,z C $34.,3$ iM 5D * $34.84 iM 5t) B �TB , $1i t17 i !C�F?�CA�t�t T#[�K D�MRS $1003 i LA. 1Nt LJRi $8.42 i $41.31 IM SD iATt?R $3_78 i $13.04; 1 KIEL . Mf - $15.48 411.56 28 TCm A 1"TTgwl" . , :$ 1:6t3 i ttttttrPEt�.' : 6 PAINTS :$�1�56 1 t 0t 28 KAISTE ilweEM t X41 3 1R 5A Ru�ra � - ,NCf4 J� 48.42 1 PU710 � x:34 le 5A ` sl iM SL tE�E�' �.35 1M SD -° . 8t view"R 6 5D 8L Y 442,64 ":d ER NTH - 40.39 fl I" SD 8L BAf IM So L t $x.35 iM 5D 8L t R"MACHt 4 I€ t 2j x;35 iM 5D 8L BATCH PLANT t ptrRATt .CE1"O"W ,35 iM 5D 8L SELT 4F ADERS(EMVAT 3` i44 X4193 iM 5D 8L {5+JD S"1'et~R) $ 5f tM 5D 8L 9 57 1k1 5D: 8L CSR iM SD 8L SD SL C x.36 f`M� 5}D� OL OL D i ASt $39 57 IM 5Q eL 3 �31C III�UNT,1� A IM 8p gL CE)An/EC# $41.93 iM 5b 8L N.. k. � , �k####*tk#t1c#*##k� iklkllictklb##dk M kkle k9Attk #k ##1Ylkkif!ktMf #1 ?,#***********************:t} p �yAj �[11 �4 ^,{ @ �,, x`m .t,�, ,-_�, , ,,, � .. , I � ��i� I"I, , I r "I �� 11 Y' �R .,a �qG.+ �M .� 8L , AA �. 1a � �' � m Std L mss# Est►qtr �: ; I 1,3W OF OOM 14���� ,�:� � , � =,", " I �111 , 1� �I ` ;. �� '� t � 1 "� 45 # I , # .x . � { IRS ; y�� yyyy� ft'# r36 l �/ + �t .� ��y�y P-wi ( t � , ' }. 1 -1 1, o. 1,1,=111 ",�_,�",I I � �, ,,,,,z- "'' , - �lw I_ 7 Yom,TR4 'A +1t �Jf '4 I 1, I , ; � -77�� 2 - �,�,w . � � z I- '� L��I 11 I . �«` ' FM.11 V# q III—I GRAM 'NO Nom# �_iN"1- I 'F _ 8L`'11 OPAL ' Ul 1 !_ ,; { 'k I =� , 'i4�0=$"W*00,f ., a � ` .$ io :HYIDM / {�/�TyC .F a� I 111 . Ek{T,F W�R Pi"'��� 3 t *r � �='s" `fir +(` �.'. p�t I , ' F e RC,l�R7 s{ I t � 1. 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Iw'4" �y,�'� 't+�i i �'t �t� �t '°i, �,.. +� �'� t. f` yy ' .fit $ +�11 y� ��uy�a� i yy 4 }} �i"" s r k ''S;# A %t ' '-a y „y�4° ��a I .1 � .. .a a y i} e .' r-' " t ; ,Y- ' �? s a iiiiiiiii� , , 'i 1�� - t 1, � I I I_ ,�'' ,"', � � , ,,_:,,,:":"�',�� �, " _57 �, "", " Co F EFFECTI' 11 tE 31312W"t Prevailing Overtime Holiday Naas ' Stage of Pragr Hour Range '4Yag Code Cade Code 8 7i)a1-Stp,fi;Se95Q4"96 529;45 1 7�'i:�GdiiN1141�Nl�„�"tA17�HAH��iV!S �►il� `f+L��r, 1 Wi30=100p,Ht JR S' 50096 $12.52 1 z 1064: '06UR$0:0a Sis.s6 i 3 2001»3000 65.0096 4 3001--4 J'j00% 5 4001-60110 HIXIRS 75,00% 517.67 1 6 5t)Oi-60Q0 i�Q #�#$FSfi t O%: 518 21 i 71001�0£>(� 05100%' S18 i,5 1 8 7001-8000 HOURS 961.0096 3 52102 1 1 0000.1000 HOURS 45.0096 521.83 iH 6G 2 1001-2000 HOURS 60.009'0 $23.71 4H 5G 3 2001-3000 mwi ,55.00% S25 S8 1H 5G 4 3001-40W HOURS 80,00% S27 45 1 H 6G 6-4001-MM HOURS 65,00%. $2942 1 H 5G 6 60D1- H7 ;00%Jf S31.49 1H 5G 7 8001 4006 HE7tR8'l Ct 00% 33+4.0' 1H 5G 8 7001-80Q0tt1i. 538.87 1H 5G 1 0000 4000 HOURS`460096' $24.92 1S 51 2 10014000 HOURS 46-.60% $26.,61 1S SJ 3 2001-3000 HOURS 50,00% $28.29 1S 61 4 3001.4000 HOURS 550096{'t�. $29.97 Is 51 5 4001-OW HOURS 86.0096 $n34 1S 6 60014KMHOURS 75.0096 536.71 1S 61 7 8004- .A000'f4G? 5 S40.08 1S 51 4 0000=1000 Ht "�6 2 1001 ' $23.8$ 1M 5D 2!a0if� tII $26.48 1M 511 3 2001. 0 IIKK 096 $20,11 1 M 4 3001-4000 k 11pf► $31.7 1M 5d IIANS a "� 1 90004w,,1 S W 6 522.23: 1M 5D, 2 10E11 � *9,13. 1'14 50 3 2011400 .89 1M SD 53!1.24- iM^ 5b Page 4 PREVAIUNG°WAGE RATES . ,PO r 1,Ol. f� $ t _ 2 0751_ 6i ? .OtNJ6 . . 3 15Q1 td 009G ' 4:7351 k1i3 1.OQ96 X39.95' 1.o 5 3001-31604ot F W00% $43.10 : 7 4501 g H P,0 .�i4l6 44.88 �y� Wee 1b a 6251 MMFO 9 A0% - f ,r LAL3Q� L sa�9 1 # t34% x.48 4i 3 2011=: 1i�6 - '::328,11 1tr�I' x 4 30t?1 $3113 lAjt 61�! 1 0000�1tl00."00 0096 ',i23 X36 .«. 528.48 ' 2 t00t=2ml.' ".{K�'Xr , 3 2001-3m $ ?� 529.11 1 ' 4 3001 631:73 1M, ! ? IA 2 0761i# � 6 � t c x,:a-a;.' 1 529.16 tM tAO4t. 9& 63t 59 4 2101 Hr � 8 350 i H 9t.t 01% '�VMWIS. 3 11 ' � g��tyev7 5b 1 N 2201,6 �Y,ryi+�7: @ c 38tl1�3' X24.36 q `6 M 1 LA y, r 519.49- 00004m, t H #4± %' ` �gy/wq�• ,,may, ! t o -Iwo to AA wi L 40"1 ii7Vi "a� ' XT7R !*0.So ,. y ;• �aAfi 7Y . f P oik EFFECTtYE 1 Ptsvaftg 0"rWu Holiday Note Stage of - karts 441-1 t +a 1Vtje Code Goa, Code 6 1} - }, 6 $30.48 1R 5A 7 3001.35#04R6,± .�)096 $31:83 iR 5A e . , 8 35f1 tff4$? FIAtSG $33.ti iR SA 9 4041-4bW,)o6URS1'5,0096 34•52 1R SA 1tt 4*s01-60014 I 'BO.'00 #35.88 iR 11 SOOTS 85 Dti96 $37.20 1R SA, 12 550161tRS=93.it196 x:54 1R 5A,. 13 G00i-"HOLM 55.0096 531X08 iR 5A i4 6501 700 33'9.89 1R 5A 1 0000-2000.HOURS MOD% ��#�",I I'.9 1G SA 2 2001-4WO HOURS 62,50% � 9G SA -: 3 400'1'-6000 HOURS 70.0096 ?'r4t' ;��'a'<'rh+r;: �" 9r ifi f' $43,73 1G 5A i 4 SM48t 0 760 % 5� F !(3 5A 5 sool Iowo 9 85,0096 34 .5T_ 10 5A 10000=1000 HbUf .9096 531;'M TM 5© 8L 2 1001-200th IR d 0096 : ! 1M SO 8L 3 2001-3080 1 X96 *v 1M 8L d 3001=4000 m k 6.. M64' FM so 8L 5 4001.500E1 H5 '► 338.88 M 5t3 8L 6 600i-6000 HOURffi f 6 540.41 iM so 8L f 1 0000=1000 HOURS 65.00% 531.28 2 1001=2000 HOURS M00% 532.60 ;� 3 2001 3tm01 ?URS''t±0096 $34432 4 =1H .1tSl51� 5 404I � Q $38.89 6 5001��IN�t1��5�1096 Sd4.4't•. � �� ��Ntlf�af�i 'MLtr..Jarzr�a. 10000-1OAdll i4t196 $25.17 4A 5A 2 1101-2M Ct096 $26.0 4A 5At 3 2001. 011 527.52 dA 5A 3001 Hall .l96 . .' i, 70 4A SA 0190= 1t3 SA 2 2t5tt=dt180Filta '096 33754 it3 SA 3 4001- if40'ttJ0:Ca096 1G 5A . . Page 6 * x ,;.e -+, f 5 ;; } _ ,y �-,r1 a Y_ i a^,.� ..�.w�- k A' �i-1111 - t k - 's .. " ;, .f` P /giLi l i" YAWIS RATES ,, '}k s ri <r. '� F S 11 I 11 �'y C Fk. ". k 3 k w .. k Z,, f'. 1 "+ 2 I 11 I ,�� ,�I—' , ," I � , ` , —I --- k,'��y, " "' -, -,�,,,. , t , d t 4 ..ET Sr 1 �� ;; FY },11 Y } Z rrr 7 y S t � ¢��� k CC + { {� q S J 0. '! I h. �Z' �i :p l i'�L� g i 11 - 4 s''r %,� ,y, j } .0 s 'r f t },tG 11 S ," 1 11 I I 1, V k� { a .�'5. E` ai s yW r>s a 'r 11..,� r E b x2 x tt j}� (�''}¢ } 1,�#�' � Off t Y 5 i. hk d L � �. h . ' _`, .c >, .��e y x 1 c �,� ., $ ,� _ a ", 11.'- �r �` � _ s4 s $ ' o , t � a, a ' r 11 I ##*,� -x c £ �, t _�F' r u 5 r �Sf`lso N 4 ` y r 2 11 T� +. •�k §+.Ln s.5 a ._ , n," I .. - .R i „' 'ate . i .� T � S' .!I , . '. 2` ,� !11 „�- ,.., Y k .. ”' ,. e yy 11 i — � .OFF- r2;: d^h s a � r k 1 fj 1F'�r' +q �: h5 tk c+'` a X17 , ,� f i .� t ➢ F s tk1 " tr �i _ s _ , l 1A��: t 4 �` v*11 kF r— yy ¢¢t 3 ._ E fY} � F 3 F x 00,1411.� ,�; 'E+Ew'3'.9 ate t T E £ N kk -,l y} 7l� r RR€ r s art ft—,. , "I",� I I'll � IS t � , eta ,'�t riE; 3 L ��11 �s f# � i ,� k w x, q "35�; 3 r '#' y n. .t l; 4 i ,Y t ,�I'll — — ,�,-`,�,�-,-:,,,,��,-, - . , 1.� i,:,��'�l 14- 1'�� '1� i � :, .,!",� ,—,��o,,.��,,,, - , , �1, -�;:�,', ,`� —i�--ILIll,I ,A�," , - � , -, "'I", ,:,� �', ,�l�, t, la f= 2q•.. tc i', � } a �, '�za� 11 .. .. ., .t+ I' x x i1 _ .11 ti,- - '.— _ „ .,-. Al : FOR' . Am A EjFFECT 3 00 � 4 Prwv*tl V Overtime Holiday Nate Stage of 4''r�dg� i�iad NttttrRrirege Wage Cade Cade Code 3 1 74.W% $26.82 1R 5A 4 2451-ijt9„ufSkbo`6 $30.91 iR 5A 5 327#-4080Hp t .88.0Q% $32.71 1R 5A 6 40814894,1 tRS 05.00% 163A SE? 1R 5A' F 5tli:ET JNEf -��S° 1 0000.2000 moms lt+ts 46 0016 . 521,91 1E 6i. 2 2001. Ot O i pURS 60.0091. $30;19 1E 61` 3 3001-4000 H66At 55.0©% $32:(14 1E 6L 4 4001.66Mi4 S`0600% . 5:33;92 4E 6L 5 5001.6040 t 1)lfi2S x:00% $35:79 1E . t3L 6.6001 711811 HIDUR5 l&00%„ 5 1E 6L = 7 7001-8000 HOURS 75.0094 09.52 1E 6L 8 8001-900014OUR8 80.00% 54136 1E 6L ;y 9 9004-10000:HOURS$5.00% $43.26 1E 6L i '1"0t1(iE 1000 H9t1RS %^`: "7.,16 16 5A 2 10012006 �b`t?t1094 W.4$ 1B 5A 3 2001 401013.# URS Tf1 fi ;2541 1B 5A 4 3001=40000400RS3>", % $ 6.72 1B SA 5 4001= R«i BEk# 628.12 18 5A - 6 5001;6000HQURS 0W;. $29:53 1B SA 7 6001.70001GJlJR$90:11#9, $30.94 18 SA 8 7001.8000 HOURS 95:080911 $32.35 18 5A � h±A n�! � �r�..�����.r .. r,e. .Pgaar x n ner w'Ir. n•:� 1'°altta+t�!aF n r..e�.. � J9aL LEVEL 1 18t Pedod,,40.00% $21.90 1X 5C 2 2nd Period 42;00% $22.65, .1X 5C 3 3rd Poriod,X14.00% WAl 1X 6C 4 47A Period 7, $24.55 1X 5C . 5 Pf2� 529.79 170 5C 6 6th Plod r '. 531.69 IX 5C 7 7#tt $33.83 1X 5G 8 8th PIS l6 $34.97 1X, 5C 9 9th Period $343,26 1X 5C 10 10th P+ Rd $41.15 1X 5C ME 1 00 H 523.34 1B 5A 21001* M $24.75 1B 5A 3 2501=3500 $ $2$.14 1B SA 4 3501«450111 lRS xb.Q996 $28.96 18 5A Page 8 fi ; . V x I i ♦- I PREVAILIWC3`.`II A- E`RATES K1� ;, } U Y �i yy ,, k j 4 ��Vf yM Y� " f 11 ll � A ES i # k 11 8- # s ` 8.551 iA # ''� IA' x4 # ti ,,--,'S il,; s1.1r � ll 4 #86' ° S 4,, -r.N+iwi •i�W+.k...rWrtr4�w+..yi.+Vu.Tn y.w,t., , ye.k, �clliY f e 4 fi� `YM+,X W sa- i�.h+Mi�b'. -t+i.X 11# ��Q �x0 r.} t fi 1-1 1371#. .Q09L" =: t;,.i a}t li�A s a"4 1 114� ,�'k, �. i.}„ , k «n t }; t a , S' ,�, y t` -k r „ ,” T f-" .f � r} ': .p fi 4,. y ep **#*«t**�y+�«isM*�ri+e+r�#�+►,��a�w�a#�►**t+p*�,r*r,►*+r+�+�f*« +k**+��*«r�*�r«+I+F+F !#�r� *i*s++�«*!►r#f�***s�***«**s««*s****#«*«***e«*«*w* MY A .I.' TU THLs"RKER. ON PUBLIC '���� , , I� ��I1�►TE OF WAGE MTNUS THE r� 1I T WOLtT P_S p - t. ALL WIW.. ( PFD OY )ItC}URS PER WEEK SHALL JOE PAID AT ONE AN601 116 HALF TIES THE HOURLY RATE CIF WAGE. A. tL RS WORTCED ON SATURDAY%SUNDAYS AND I OLIPAYS SHALL ALSO BE PAID AT ONE AND ONE-HALF ! -HOURLY RATE Of WAGE. B. AP.L H WORKED ON4RA�AYS SHALL BE PAEV;AT ONE AND ONE-HALF'MMES THE HOURLY RATE OF 'I�,AGE ALL HOURS WOR EDOFI SIIT+tDA►ffs ANDLiOLtt}AYS'SHALL BE PAID AT DfC)t1DI.E THE'HOURLY RATE OF � WA13E. C. " TEiR E1R T TWO(2)'i(C wo M;F `rHT(8)Rw I 1OS MONDAY THROUGH FRIDAY AND THE FIRST TEN TQ}HOU1tS ON SA AI' L'. S PAID AT.CiI .A N C�-H}1C>�TIMES T IE fiO�TItLY itATE OF W_ AGE. ALL OTHER O1RT Ht3URS WCTRDSfLALL BE PAID A DO�IxTHE HOURLY RATE OF WAGE„ , . , D. THE TWO( )H� OR AFTER A FIVE ,*OUT,{O)HOUR WORKWEEK'UAY`OR A FOUR-TEN(10) HOUR WC}RL WF,EK DAY AM` ;FIRST EIGHT(s)HOLD�ti D THE NEXT DAY AF Ek P1'I"H1�R WORKWEEK SRALLVE.'PA "ATl"32�#13 Ate?!0*7HALF TIMES THE HOURLY;1 OF WAGE. ALL ADDITIONAL,HOURS WORKED ANEi ALL WORiCFD ON SiC AYS AND HOLIDAYS SHALL BE PAID AT DOUBLE THE HOURLY RATE OF WAGE. E TfLE T T i TWO(2)TIERS A;FC ,TECTHT($)REGLI AR. fl�MONDAY THROUGH FRIDAY AND THIS PIRST EIGHT (4 HGU1 ..ON SATtjo jY:RECTTLE PAID AT E3 ANT#�.FT TIMES THE HOLY RATE OF WAGE. ALL OTHER• I1ECI11RS W I r . Y .THRUUGH BAT A!',„ATE ALL HOURS WORKED ON SUNDAYS AND HOLIDAYS SHALL.99 PAID;A"T'L>OLJOLE THE HOURLY RATE:L5F VVAOt F. THE FIRST TWO(2)4 :AFTT R iffout(8)RTiGULAI H AO AY.THROUGH,FREDAY AND THE FIRST TEN a (10) HOURS'ON SA fi ” Y S : 8I?,T'AIQ AT L3NE A fL7 F TIMES THE II�'Y RATE OF WAGE. ALL OTHER OVER11ME;�]RS'*,OR,XED,'EXCEPT LABOR p.�Yw��.I:BE PA14 A'1 DOURLE THE HOUPLLY RATE OF WAGE. ALL]TOUTtS 0 109 LABOR DAY SHALT.BS�'AT�!AtfHREE TIMES THE HOURLY RATE OF WAGE. {} THE (H►) I1Uti1+'r WOET3 ON.SATUAXS THE L?LRST TEN (1t)) HOBS WORKED ON A FIFTH CALTsNt?AR WEDAY 11 TEN HOUR'-,wAS �.Iw BE PAID AT ONE AND Old-HALF TIMES THE H`:OURLY:RATE OF,1?IdACiE: °ALT:;`EIOURS Wi)�AIN TD ESiS OF TON(10)HOURS PER DAY MONDAY THROUGH SA . Y.AND'ALL tiQURS IRKED ON SUNDAYS Ab TLOL.LDAY$SHALL BE PAID AT DOUBLE THE HOURLY 3 TtATE OF'WAGE. H ALA WO AK ON`SATUL AY, (E7CCEPT 11410EU `Dl4YS IF WORK Ls LOST DUE tO INCL EMENT WEATHER C TTLONS R L EI S BREAKDOWN}SHAL $T<MOAT ONE AND ONI7.-HALF�`IIwtI�'f HE HOURLY RATE OF WAGE Ate. ITSIRS WORLD'VONDAY THROUGH SAATU AY OVER TWELVE (12) FLOURS AND ALL HOURS WO1tKED C1N SUNDAYS AND'I L)DAYS.SHALL SE PA?D AT 3U81 E THE HOURLY RATE OF WAGE. J. THE FIRS O( )`HOu" E HT(8)REGL L,AR TiC#1L Mfi)NDAY'THRC)UGH FRIDAY AND THE FIRST TEN (10)H' SAkAY ` RT:PAID'AT C)NE A 'OL -IiLF TTIu1TTS TTE HOE7RLY RATE OF WAGE. ALL HOURS. OeR TLS UTtS MONDAY THRL7►LIIsIi'SATURDAY, SUNDAYS AND HOLIDAYS SHALL BE PAID A1' E`� 3UR# OF WAGE. ON SA YS AT+IDL3NDAYS S11 L B$;PAID ATONE AND ONE-HALF TIDIES THE HOURLY _ HQUks OX HOLLDAYS SHALLL K PAID AT DOUBLE THE HOURLY RATE OF WAGE. L ALA IN C)F TAI(LA}J-010 (T DAY,MONDAY'THROU'H SATURDAY AND ALL HOURS i RT D SAYS ANA AYS SHALL HE~bOt HL B THE HOURLY RATE OF WAGE. ON SATURDAY DUE'TO INCLEMENT WEATHER Cam )S ILAL,L UP AT` IE AND, TT-,11�T'RITE OF WAGE. ALL.HOURS WORKED C SLAYS AND HOLIDAYS SHALL BE PAID AT `i' o HOURLY RATE OF WAC6. N A 4RKE#?OI+t`.iA TURI)AYR. k M�1 AY$ MALL BE PAM AT ONE AND ONE-HALF TIMES THR` L1A' flF WA EiE ALI:"HOURS WOLt OT±T i}�A' `5 AND HOMAYS SHALL BE PAID AT DOUBLE T ,�E±�:Y BA'L'E OF WAG#. Ll t {Ill) LTIts , DON SA PA + AND S +E)TVLS- ;W LiALF.T`IMES THE HOURLY LSAT A L��II31LS v RKED ©N SUNt rA DAY; A AFTEK TWELVE (L2)HOURS, MONDAY '�<3LIGH 1�RL1Af, AF'L'ER TEN{10)HOURS(fit SA i'URl]A $ILALLR BII PAID A T DOUBLE THE'HOURLY RATE OF P. ALL Rows WORTS ON S,IT�AYS�+ AY RCUMS'L'ANCM WARRANT')AND SUNDAYS SHALL.BE PAID AT'# TII "L ITTT Y RAC WAGE ALL HOURS WORKED ON HOLIDAYS SHALE.BE PAID AT ' L1RL RATE QFE A3 It " S # # E. # �`. "1 P' �M # .,�fi» ab' � .. t..# r.. •�:° 9b ffis. ar• AP. sE # " # � � as # R r • R 4 ffi ab ffi a P to # E 4 $, A. .E . •.R i g. ,. ,ffi...P:i nFS. .> : 'ffi :�° $Rs... ,:ffi # 8" a� r i PAID AT ONE AND ONE- Aw � �$�S!a�A14D'ON LABOR DA's'SHALL BE A� 7w } .j RATE OF WAGE ALL HOURS IA THE, T '�.HOURLY RATE'OF WAGE; ` T� l AY isAY ALI.'HE3URS i i�p 11NE'R D i O DA7t .pRiD AT 7WO 7IME3'THE lC, ' W-' OWL DAYS" HALL BE ,AM_j 0 �'CYMRS`T�HOLLY RA't E OF t�AOE II�i RbDITi[?N TO PAY t M ' 0V% S,`uLfTAYS' #fr ►Y SHLI BE PAID AT fl14iX$Ld3 THE HOURLY RATE N F . ' O ALL HCttI WOk f tom!HOI.lDC1LYS H A tt A1`UI RND ONE At TIMES THE HOURLY RtT 4Fy't�IWt1O8 b AY 5 S Ate pl+i6� 'tH 'HOURL Y RATE OF WAt {Ai OIC�Ev' �'3�AAY'AIrrL►ALL "WORKECI"ON RI AYS AND HOL�A 4 HE PAttS A I TWQ Ti�'!�"CD R .Y t ATis OF WA iE: 4R ALL �� {8 HOURS PAR RAY HOB WIC SHALL BE PAID AT { +{y WORKED ON SAT��,�,�,,"��f H4LiT�A�a SMALL PAID A3 Y) .. r ! :� L+.i. [,...YV ,i, ..� (.id#,� < pf�$� i f 4 ?•.Dy � � �i..` a ,' "�i} .„ 5. A H(?LIDAYS I� x Rjq , 11kAL DAY, fAY,'1f�ABOIt DAY,TH41±I9Ei[VINO DAY,FRIDAY APT R't'w: S'I MAS, lit DAY OI�'I�;tkY";'THAHIGI1[hIC31AY,FRIDAY RA 1', INIPI3Ni34GE. DAY, 'LABOR"DAY, A " G 114 . 'ASR THAI D � t, #.RIAL DAYS qB 2LY}2LABOR:'I AY;T ANRS�WM DAY, THE � A'Y4 [�► SG ,i�A1'�*AT,1�IAS IIY{ 4aS3DEI+rIS* t °►Y,�' d AY} IIVDDD .DAY, PRESIDENTIAL ELFiC:I IE?T�T: „I ►Y R1�t, FRIDAY ' Y,ANA Cit3 'I�tAS DA (8) F ;, HOLIDAYS *S ' A 1, MTIN L , P 'DAY} "MEMORIAL DAY, II+II EIS LI1 s Y �kT, +I EIt ANS`UAL ft, TI#A1�3� PAY,'I FL AY AftElt t�tANKSGIYING RRX}Arm € Y 4 �! YS, ' 'S 17AY, IFAi"o o- l RAY, LABOR`RAY, HAtiCS�13# INC#DRY, THE DAYS 'No� SAY . �}8i bAY, DAY, THE DAY AFTER G RAY AM g t SSW LAB4}R ?AY, TIfANKSG2VING DAY, AND �`=� tm']Myo AYe' MAASGn�W DAY, FRIDAY AFTER P�IDI3IVTS'MDAY, �,_ IC :DA' IAaBOR RAY,VEIBRANS} AM" a :r *ADD rCHRBiTAS VA (9)_ YAM"' -Y, 4r ' `: IM 1AY s IATt, I��tNG DRY,FRIDAY A SC*DAY,T� AND CHRISIIAS DAY(9). QFbA DA9*,MEMORIAL* .SAY, LABOR DAY, THANKSGIVING DAY, R PAID HOLIO YS ' g .r - SAY, DAY,THANl4`SGIVING DAY,DAY k B �Y � ASDAY.. Itj. y a g ," r � s C w ^, v t t' r # t ' , �y ���ss ma�yy// �: e e ��w e s � � � '- Y. x :s 1 .°, s ii{ ' i � wF t ¥ r - . < S. m ix j o- ,s r t,11 * �� # r - _ - ,. Pf _ +� .� . `� % ;_ii�� s +� r }" 'v5 X4-4.. 1dH £ n % Y '� A. , I � , ., , , , - I.,= ,_: , ;i ' , ,;7 *"IODM W, g � P lllzii�yam , $ r,,,:, ...�{. s, 3`` ,'�`- � °�, x I . I t vop� , , , 'I I ",... 1, ,I �': �� , ,,:�'�,i��-����,",,��,,�,�,:��,-"��,!�i'�,i��e',��,,��,��'',., RI ',4 �: ¢ �{`'a''a, i4?<,gz y % a~3 15�. '+n t 4 It r r :. € � � � � �' ''� t_ � :F 11 �t C O� s , �r + � i_= I �I i= ,t ? M , I ,", " .11"�,� , P t '1.. ,; ;1 l 'M i f % .���` =10 b a K 0 ; 4 } 'y L x3T` F a � � , ""�� �" .tom w ,� .� - Nq # Gy; k a t._ r 'M� ,,1�,;�!" r , , I ft=7 wf t �,� T,4 1E key f a Lr ,:�Y " s 91�.` 1 A y v, d f.j y per' .R pi q y"!11 4 r x ' S M 1 $ • I .- , I 1,-",--,,,,,,-,", == ",.�,,, L, "�, I� � A� A"tAl J�� ` t _ - is a t *� � . "11 - 11 . 1 . "W' ST I C , Ii 11 ysy p i a t, ..� t .+ 2. "t � ",," s '� r ^.'Sgt >.k`M's.k a;Sn '� "krsfi2 ,r,,.x f s ai a'r !t a �� *k k} # 7 � �:W, qll �� t � x k vao ,' 7F x r'�' 1%.r; a g" v+t t' a,' n. '.- a ,� a'�a, .�r` fir, �7e, I 11 S r + ' 1, � " 1 7 'A — � 'I I= I i_ — t Y �� ; Ylf f.K � j � P t I I ': ,� � � I'I,;II,,,':, � _� � ., � - � . -, , � � I , - , ,, T: ,'' , "" f BLVEF T GOB ?4FE+ TYVL;43 =47 & A .� ' SRS SL#AL L,E> ' 'I#E. RS RATE OF PAY. IN AUDITION TO,, ENEFI FITS,THE FdL s � � t "PLY TO DEPTHS OF R TY BEET ' as OVER IQ0 TO I75`4:S2Z- ftR FOOT ,flOO}OVER 100 FEET OVER 17V TO'l -I =51 PER FOOT FOR EAt L VEt I75 FEET t7VER 236--Ltl��%'Y NAME THEIR DED IT IS NO LESS'1 kM THE SCALE LISTED C a5'fAt BY #' R_4 , I3IVEks SHAL Iii;t3AI ''1I1�iES T1iE D tS 1IAII O FAY. IN ADDITION TO Y AGL BENEFITS,THE PREMIUMS APPLY TO DEPTHS OF FIFTY FEET ORM61ti- r r' OVER s0'TO 114`« ; Litt FOOT FOR EACH ItGtilO f OVER 54,FEET ; OVER I40`, 1.5 PER FOOT FOR EACH A '�i�t 140 FEET OVER lw 4' I'E t FOOT FOR EACH FO O k 154 FEET QVER 200' d!T 07 .1A�ff 1tA1�+IE THEIR OWN PRICE D. WOR WORKIN#�I VVTt2L` UP�D AIR ON HAZMAT PRd CTS ltd YE AN ADDITIONAL$1.00 OR HOUR. •- L ,iaI RECEIVE ADDITIONAL .HdU'RLY 4REMIUMS AS FOLLOWS -LEVEL A: $0.75, LEVEE.II:$tk5ft,ANI .E�: : M. Wt3�FKERS iyN I�T'PL1E "1`S RECEIVE ADDITIONAL,HAY EMI[1MS AS FOLIAWS: A&B:$1.40, LEVELS C 8c D:$0.50:, N. 'WdlikEElt*ON ADOMOMLIVO I ti. FREMIUMS Al L WYS= IWOL fit:U004 LEVELS:$0.75;LEVEL C.$Q; LEVEL D:$0.25: Ai y SdWVd OWID fWnn AVINHAO iaaxiS coot ow *. ow aw a. SNVId aEjvaNVIS o XIaN3dclV or vw ow .w NOINHN 40 ALI0 SNV'ld CWCINV,LS-O XIQNdddd or E cz IR E l \ `�1 CL £ W � i � v VO '� W �� z > . � Cy O C4� N C\j \ \ w W z CIO �. �\ J W V o z o _ o x r � — �. . * , Og 1 Z \ R" , � {/ w 7771 •a � �\� � 1 i 1111-SS-ddd g a , a / i LLJ ` ( n EE O �Yz ♦ i� �VO0 i CD LU 0 LW j i U — w i W voz m0 w cn z ' z o � N .9 ,4 OU u H 0 \ \ \ U o \ \ \ r u \ \ H W a' \ \ \ \ \ \ � � o wig, N 11-4I1 U uo Q \ 1 1 11 2 ' a SO U � Q U A a W WO oz h �¢ 4 pa Q � U � o ZHO 4 aa > a �aw K' � W � O w0 x � � wwU zw ° vspa � wO � � oo o � w o � z � aw L7w aa0F � ZOda O � z EU-, � CIA W Uv� x U UAW W (3 � � >., A z � � N U � w w � i i I i-SS-ddd S N y J n LU W E CO cc�Yg rU�a (D W C) �wZ W z '��j O Z� �OZ � z cn > N w a � O � C5 ^ pI w 0 QF�1 U U fL a Q VI I-V w p m MA w / � a I I O a a VA 119-10 CE a a 3 [` CE 11 IS ^I+ / g' ` z 0 Z O z M Qw 6• ,SUE-+ O Iz+ 0 s s W l-SS-ddd 6 N 4p a I � I \ I I I I � W E O U , Z P II � 5 Y n v A \ z ot00 � wz W W o oZZ . I , s � Um0N I I H I it i � I . II r � c Ali �i F"� z a � w � xF� z a � H I - -------- 1 110_I�7 l+ ---\ .rte � 9'l t ---------------------- — I � II II 4i z v�-i a U moo C)W CC"o Z ry U w � z Z � O ��------------ F, a � W w 1 x o '� w U � � v1 as O Z y w N Oa � Z � O aoy aF" z \h � a o LLJ � Oa vial F-4U � � x � � x o � x � � � ;ryya Z U E--4 0z � zHC� A zo 0 Hai F-4 U) E-a w i.LU-SS-ddd Vi a E m z Y �Ua O� X30 � 3wr 0 ,75 o,xz U�0 s Cl) 0 N s � 1 I I U� P A aP „9 will g ry + ' ° \C o � Z�Q g0 � A � Z O N M � o W Uaa W FFMTc-; ry cnUH a � w sr Wo ° Cn k w \ Z 1111-SS-ddd .� ONUMN.. vw. .w..mm sommon ownwo U.N..00 =now Win/ bm" wwwo anew wo..m vw � "On ow an.�r g � h w m U) } E o U Q H CC 0 U uj U d Q °o �oC 0 LJ 0 0 O) O L p Z U Lai OM (L = >WL, m E- �ww ZZ w m >Ucc MM vOZz -7a W Apo .9 Z C> > U N ° Z V w �Q Z o - ?Z O V V w L N LL Lrn U � Z ,. a °w � 1 w O U U) V O - w w ~ Z Qf �o '^ U O C n w wz s Fpy,(Fpm w a r, a '^ rn S nn Q rn y c f� C Z ` 0 Q a W a ° W w W _U) o w c z (D Will U z U) O �U wQ O saws a J 3 4i ♦ 1 �4 a ¢ s3 w J�} v ly- i EL WQ Z} H U Z Q °Q ?pw UW °�Q w x w F-Q v. °vpOV QZU) O o cZ '. v° "'v W W(n Q L L(n °aaaa. �Ua \ r w Y Q m WQ Tp: a°°"o< p�W o w W wQw O N = F ° awv o V V O a z =Z M Z Z F� "N V>° LL >p o f O � LL 119 \\ b Q V w w °�o°a o a\ \` U 0 �Ui F-� w w a z w V o W U Un (rf CN v v � ° "Zt LLLI-SS-ddd • CITY OF RENTON aw MR DEPARTMENT OF PLANNING, BUILDING & PUBLIC WORKS M .s iY 1P a as dw low ow as NE 12TH ST. at KIRKLAND AVE. NE (LOOKING EAST) Y 5 +� p 2 �• NE 12TH ST. at KIRKLAND AVE. NE (LOOKING WEST) APPROVED BY: DATE: 10/11/06 SHEET: 1.0 2003 Edition Page 3B-31 Figure 3B-19. International Symbol of Accessibility Parking Space Marking with Blue Background and White Border Options Height of symbol: Minimum=700 mm(28 in) *K ** Special=1025 mm(41 in) 1 Width of symbol: Minimum=600 mm(24 in) Special=900 mm(36 in) w ** Stroke width: Minimum=75 mm(3 in) Special=100 mm(4 in) am �r Figure 3B-20. Example of Elongated Letters for Word Pavement Markings E N I 1.8 m(5.9 ft) Sect.3B.19 November 2003 .rr r ..I EXISTING ASPHALT 2.0'* NEW CURB rrr PAVEMENT MIN. & GUTTER err SAWCUT e T a- p a dJ . d a a a e o a me a ARTERIAL STREET MINIMUM 7" HMA rrr� 6" CRUSHED ROCK rr RESIDENTIAL STREET MINIMUM 4" HMA am 6" CRUSHED ROCK rnI r ow CURB & GUTTER REPLACEMENT DETAIL NOTES: tiCY p ADOPTED a' MUST MATCH EXISTING THICKNESS IF GREATER. �'.p.� CITY OF RENTON * OR 1.0', BEYOND EDGE OF DAMAGED PAVEMENT STANDARD PLANS IST DATE:04/04 16/12/061 Removed Closs B do ATB Added HMA 2.0 RP JF DATE I ION BY JAPPR'QI DWG. NAME: F008 SP PAGE: F008 C W oxY AA.9uer6v�Y3[ruAalY 1811 pV U W W LL'a a W �.v®.asa 7.wwoart atmmsoiu>Barua m O d I� m z c Z Y U z O.U ne,namewimdewmrr.uraxwara afar �. 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L U W un aw ow rn - �- i� goo ow fm aw CIO i aw i M cr— � ow rn w.r.w Q� to J B. _ � W J t=ip W L+- N ~ J.B. �A FF!C ' FLOW Li-= U rn N Q J VC O-- q px 1 TRAFFIC ~ J.B. C) FLOW D t o Q J U N THREE.LAYER VINYL ELEC. TAPE do PROTECTIVE COATING — 1" (SCOTCHKOTE) Ref: ITE TRAFFIC DETECTOR FIELD MANUAL. 1985 LEAD—IN CABLE 2/C SHLD. LOOP WIRES r METAL TAPE OR SHIELD -COMPRESSION AND SOLDER CONNECTION TWO LAYERS OF SPLICING COMPOUND TAPE do ONEI LAYER OF FRICTION TAPE INDUCTION LOOP WIRING I AND LOOP SPLICING RETAILS ��Y o ADOPTED CITY OF RENTON STANDARD PLANS - �tC.N T Q LS'[' DATE: 1 1 6 OWG. NAME: JR-33 SP PAGE' J038 nATF REVISION BY PPR 0 -- -- Qw low rrrr tw V VAW ON ` VAR. aw B . B 1' err VAR. ---���--- aw wr - 3/8" 3/8" + X '_�_ _y}. ,,�.�, ��.;�. LOOP WIRES 2. 1/2 - <•:'e-='` CRAFCO TYPE RUBBERIZED ASPHALT LOOP SEALANT A-A B_B X 1/2" OF DEPTH FOR EACH TWISTED PAIR rrr - ar NOTE: TWIST EACH PAIR 2 TURNS PER FOOT FROM PULL BOX TO END OF LOOP. Ow —HREE TURNS OF WIRE IN EACH LOOP. AS SHOWN ON DETECTOR SCHEDULE. OR AS "RECTED BY THE ENGINEER. ow INSTALLATION AND TESTING TO CONFORM WITH STANDARD SPECIFICATION. INDUCTION LOOP DETAIL ADOPTED CITY OF RENTON — STANDARD PUNS P� O L�'N't0 IST DATE: !,W5196 in ---.—__._ �AT REVISION BY PPP D_ DWC_ NAME: JR-34 SP PAGE:J039 ---------- A CITY OF RENTON ..t PLANNING/BUILDING/PUBLIC WORKS DEPARTMENT lK A A I A Y rA 0 r Y T J COLD PLANING A� ,r , 20 ' rr j 2 - .. i- — SECTION A - A DATE 06/95 TYPICAL COLD-PLANING DETAIL i c-ni n nwG +rr x aw a 3a �! V \ ` y ate,, z a iw Zzt C - � o •c W � U` cc a� C �� Q n 1 1 ` { ow / J Z wo ' I rrr Aw - I t El ----------- CnI •� j ! 1 x-o < < J v U *' SEAL WITH AR 4000 AND DRY SAND AFTER PATCHING +r aw PATCHED AREA A A COVER to rrr PLAN N TS .r OUTSIDE DIA. 1'-0" 2" A.C. CLASS "G" wo f to 4" CONCRETE lw t SECTION A- A law NOTES REMOVE PAVEMENT AND BASE MATERIALS FOR A DISTANCE WHICH IS EQUAL TO THE DIAMETER OF THE FRAME PLUS TWO FEET. ADJUST CASTING FRAME TO PAVEMENT SURFACE USING CONCRETE ow BLOCKS. REPLACE ALL BUT TOP 2" OF EXCAVATED MATERIAL WITH CLASS 3000 CONCRETE (3/4). FINISH PAVEMENT SURFACE WITH 2" of A.C. CLASS "G". TYPICAL UTILITY COVER �wr SEE S T 17 ADJUSTMENT FOR SPECIFICATIONS SECTION 7-05.3(1) PAVEMENT OR OVERLAY ADOPTED arlr V�� O� CITY OF RENTON ♦ A ` t �i— STANDARD PLANS 4/10/03 Revised notes and Detail. LST DATE 04/2003 JDH DMC +I® 0/17 96 1 Added notes. _ DATE REVISION gY gppR DWG. NAME: BR36 SP PAGE: B - irr L u o' Q Z a U co a �- [: U E% ° E c c E G L E- c U a h c CQ �C-, c-j c: C C C V Qv Q �. IIZZ -v �` f s;./�����: •-<.-� � � � h � ;_ — �. _— y'%'1 r� wry r � 1� +wr to CENTER LINES >r. • ® • • • • • • • • • ® • • • • • • • 4" dw • • • • • • • • • • • • • • • • 30' 4" YELLOW TYPE 'I' LINE MARKERS DOUBLE YELLOW CENTER LINE 4" YELLOW TYPE 'Ild' ap LINE MARKERS (REEL.) I• • • • • • • ®• rr 9' 15' 3' 4' YELLOW TYPE 'I' LINE MARKERS law SINGLE SKIP YELLOW CENTER LINE 4" YELLOW TYPE 'Ild' LINE MARKERS (REFL.) �r om TWO—WAY LEFT TURN LANE • ® • • • • • • • • • • • • • • 15' 1 13't t— r 12, 4" YELLOW TYPE 'Ild' LINE MARKERS (REFL.) 4" YELLOW TYPE 'I' LINE MARKERS 0 • • • • • • • ® • • • • • • • • • • • • • • • • • 19 • • • aw NUMBER OF 2— WAY LEFT TURN ARROWS SPEED LIMIT 25 MPH --- 200' O.C. moll ir SPEED LIMIT 30-35 MPH - 250' O.C. 'r SPEED LIMIT 40-45 MPH -- 300' O.C_ Ow CHANNELIZATION MARKERS DETAIL ADOPTED CITY OF RENTON 4 STANDARD PLANS N T LSf DATE: 10/30/96 YrM _.. __ I DATE REVISION or PPP DWG. NAME: HR-01 SP PAGE: HO( APPROACH LINE r► 3, 4" WHITE TYPE '1' 24 LINE MARKERS 4" WHITE TYPE 'Ile' LINE MARKERS (REFL.) rwr NUMBER AND LOCATIONS OF ARROWS. OR k APPROACH LINE LENGTH ARROW LOCATIONS 101 20'-50' 1 ARROW (20' BACK FROM CROSSWALK OR STOP BAR) 50'-125' 2 ARROWS(20' BACK & END OF APPROACH LINE) 125-300' 3 ARROWS(20' BACK, MIDWAY & END OF LINE) ARR"W OVER 300' AT 100' INTERVALS SKIP APPROACH LINE 48 15' 3' 4" WHITE TYPE '1' LINE MARKERS 4" WHITE TYPE 'Ile' LINE MARKERS (REFL.) LANE LINE F„ �-- 9' _ 15' 3 4" WHITE TYPE 'I' \ LINE MARKERS 4' WHITE TYPE 'lie' LINE MARKERS (REFL.) CHANNELIZATION MAKERS DETAIL lCYp ADOPTED CITY OF RENTON STANDARD PAINS FN�O LST DATE! 10/30/96 A ; T C m � O O C ° PL E 40 N N N N A O` ° C J O ` O m N " Y p, Y Q P V p V / m 0 0 a U F--^ A V La U I W p E E uie a W m W •_} n 'J O C O C O jr- L 3 n 0 E O L O m O a s ° Z } d i N c CL I O C a C Q O I T m l L „ c. N . r's1 t + a G �r 3 N o c h l7 I + w ° ° a r o O F- Z 3sn0 0 o C ry I J U I 0. I n L L N N c p n a r1r I � W W + + F I O N N r m o I � P lu I L >- W W ID L m V ; I Z Match line A o + C W m ' 3 I J Z L f- wr a d I W I a v a N II m L I ° c �o�Q N J ( � v J < m O _ ; , W .0 + z F I V J N Q 3 T I C N I " v ( v _O Cl W F- n o N 0 I , L J O 1 w W 9 I I ' 0 0 U W O CL I O Z J m W _1 O N a o C) m I Q Z .L- I m J -0 —' o N a m I E c� W L m JID I z o W N +-- n N L I C O U O I N m O N L+ a 0. m m ° n Ol Im +- o N )N o a $ r W W W m O m C '7 a ll U3torl Az m H Q P Motch Line A IZ4 G oa j1 a 1 m J 0 C"fie - P Q I I N I I Cl. W Q 1 6 -<� Uv aa V v r l 4n L Z II Z N ; LLJ V W W 3 r 1� 3 1 1 _0 m 3 II r II 11 r I�I r y tn m \� C c O J � l T III N a 11 a .- c L I I C + + j N N V I I I J °c 11 O a Z O m I U Motch line 8 n m U o Z vri I I a Z J I T o. 1 o zo 1 I �> II (3 U z . I ' I I � w Z , a I >. O I w } ( c y eull 404-OW J a 1 vri t Z an 1 1 J L ' m c a C C J o m I 1 m o J 1 ►— c I n c 3 I m m - 1 1 N a c m m L T 1 w o t. m t P 3 kA O n W 3 . 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NOTE: FOR ROADWAYS WITH MORE OR LESS LANES, THE SAME CONFIGURATION a IAPPLIES. KEEPING THE THERMOPLASTIC/PAINTED BARS CENTERED ON THE LANE LINES AND IN THE CENTER OF TRAVELLED PORTION OF THE Thermoplastic /Painted Crosswalk LANE TO MINIMIZE THE WEAR ON THE THERMOPLAST1C,/I?A!1d; Y O AUDI'I'EU L'pr-% CITY OV REN7'0114 STANDARD Pl,%N.13 LST DATE 041()I/t990 - fAW i DATE REVISION ---- I - ---- ; L APPR' DWG. NAME: t-IP-- ! SP PAGE: F # * -�35" 31 31"- 35 * 13" 4 -5" I 31' - r � �1'-6" 9'-0" �.-4" 6 -5 � 45'1 2'-3' 5'-6" 5'-6 11 * ON * BASED ON TYPICAL 11-FOOT LANE WIDTH THRU & LEFT '('t`RN ONLY ARROW DVTAII, ADOPTED I G A CITY OF REN"fUN STANDARD PLANS ~/'n.�•O{ tST DATE ar art « 13" r I aar 31' ar ar 9,—o- 6'—5 6'-4•• 121 145• 2'-3' ar i * « 11 S —6 S. 6.. 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