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Award Date: ''1y' / a�3 CAG-03-115 Awarded to: A P4. boK 1`730 .5v'rn►tt-r, u1A 9g3cla �Y Bidding Requirements, City of Renton Forms, Contract Forms, Conditions of the Contract, Plans and Specifications � V -� City of Renton Construction of: East Kennydale Sanitary Sewer Infill Water Main Replacement PHASE II PROJECT NO. WWP-27-3078 WTR-27-3078 City of Renton 1055 South Grady Way Renton, WA 98055 General Bid Information: (425)430-7200 Wastewater Contact: John Hobson (425)430-7279 ® Printed on Recycled Paper CITY OF RENTO N RENTON, WASHINGTON CONTRACT DOCUMENTS for the East Kennydale Sanitary Sewer Infill Water Main Replacememt PHASE II PROJECT NO. WWP-27-3078 WTR-27-3078 JUNE 2003 BIDDING REQUIREMENTS CONTRACT FORMS CONDITIONS OF THE CONTRACT SPECIFICATIONS PLANS 1 ti �0 WASy,��t� jNA1- ® Printed on Recycled Paper RCI CONSTRUCTION GROUP General Contractors & Engineers R E je,VED August 13,2003 p�61 S TV OtA Or R SNatA ulwAIN ' City of Renton 1055 South Grady Way Renton,WA 98055 ' RE: Contract No. CAG-03-115 East Kennydale Sanitary Sewer Infill&Water Main Replacement Phase II RCI Job No.825 ' Enclosed are the following requested contract documents: (1)Copy—Emergency Phone List ' (1)Copy Corporate Letter of Resolution—Authorized Signer (1)Copy of Washington Contractor's License (2)Executed Contracts by Robison Construction,Inc. ' (2)Performance Bond (2)Retainage Bonds (1)Certificate of Insurance ' (1)Affidavit of Compliance (1) W-9 ' Robison Construction, Inc.'s Federal I.D.Number is 91-1013028. Robison Construction Inc.'s Contractor's License Number is ROBISC*223B6 We are submitting to you two(2)copies of our Affirmative Action Plan. Please retain one copy ' for your files and sign and return one copy to us along with our copy of the executed contract documents. ' Please fill in the effective contract dates where necessary and return one fully executed copy to us for our files. ' All contact payments are to be mailed to our Sumner,Washington office. P.O.Box 1730 or 1216 140th Ave. Ct. East Sumner, WA 98390 Sumner, WA 98390 ' We look forward to working with you in bringing your project to a successful completion. ' Please call if you have any questions or need any further information. Sincerely, Sandi Allen ' Contracts Manager PO Box 1730 Sumner,WA 98390*Southend Phone(253)863-5200 *Seattle Phone(253)852-4254 * Fax(253)859-5702 ' website-www,rci-group.com Contractor Uc.*ROBI$C*22386 An Equal Opportunity Employer 0 Construction Group RCI Job #825 —East Kennydale'Sewer & Water = Emergency Phone List August, 2003 .. Responsible Officer (Proiect Manager) Rob Hepler: (253) 863-5200 Office; (253) 377-7356 Cell Project Superintendent Mike Peckman: (253) 863-5200 Office; (253) 606-6300 Cell ' Alternate Contact 1 (Estimating Manager/Proiect Manager) Rick Both: (253) 863-5200 Office; (253) 405-2510 Cell Alternate Contact 2 (CEO & President RCI) Andy Albrecht: (253) 863-5200 Office; ' Corporate Office Address RCI Construction Group ' 1216 1401h Avenue Court East Sumner, WA 98390 ' Corporate Mailing Address RCI Construction Group PO Box 1730 ' Sumner, WA 98390 Bonding Agent ' Bradtrud Middleton Insurance Brokers, Inc. P.O. Box 2940 Tacoma, WA 98401-2940 t 1 CADocuments and Settings\sallenTocal Settings\Temporary Internet Files\01-U Emergency Phone List.doc 8/8/2003 CONSENT OF BOARD OF DIRECTORS ' FOR Robison Construction, Inc. ' The undersigned Corporate Secretary/Treasurer, being the Chief Financial Officer and member of the Board of Directors of Robison Construction, Inc., a Washington corporation (the"Corporation"), acting in his capacity as said Corporate Secretary/Treasurer and as a member of the Board of Directors,DOES HEREBY UNANIMOUSLY ADOPT the ' following corporate resolutions and DOES HEREBY UNANIMOUSLY CONSENT to the taking of the actions therein set forth. RESOLVED,that the Corporation shall enter into that certain contract with the City of Renton, entitled "East Kennydale Sanitary Sewer Infill & Water Main Replacement Phase II, CAG-03-115" (the "Contract"). RESOLVED FURTHER,that the Contract, a copy of which has been presented to and reviewed by the Board of Directors, is hereby approved and adopted; and ' RESOLVED FURTHER,that Andrew Albrecht, the CEO and President of Robison Construction,Inc., is hereby authorized and granted a full and complete power of attorney to execute the Contract ' and the project bond related thereto with such changes, additions, deletions, and modifications as he may approve, such execution to be conclusive evidence of such approval and of authorization thereof by this Board of Directors. ' The execution of this Consent shall constitute written waiver of any notice required by the Washington Business Corporation Act and the Corporation's Articles of Incorporation and Bylaws. EXECUTED as of this 5th day of August, 2003. �y►�pl�ISTq� tCO,GO '�A2�\ Board of Directors s ©� Z` SCorporate cretary/Treasurer .n,1 0#0 Michakl Kerb Signature of Andrew Albrecht �l State of Washington County of Pierce On this 5th day of August,2003, before me appeared Michael Kerby to me personally known,who being by me duly sworn, did say that he is the Corporate Secretary/Treasurer of Robison Construction,Inc., and that the seal affixed to said instrument is the seal of said Robison Construction,Inc., and that the foregoing instrument was ' signed and sealed in behalf of said Robison Construction, Inc.,by authority of it's board, and said Robison Construction,Inc., acknowledged said ' instrument to be the free act and d i dee o f said Robison Construction, Inc. Subscribed and sworn to ore me on this date: August 5,2003 PLA L. �PaO IV Notary Public in and for the State of Washington NOIT Y�NZ My Commission Expires: 3/23/06 PUBLIC 9 3-23-M ' �F WASN��v Al WO t- CD m Q > Qom QOM Z C1l M N U PO rq cN C 1 Q Q 61 r I H ' W WOO ; Q kOlCD H woo a WkN . U o �' c 0 wk N w w °� Q �'' w . * w °� o cry C7 HUH P co rUZOOI �: co 0 (n U H H Q Z 0 WWZ WOW Ut- � Q W WOW 0r \ p� W wO tx � � O >CCi' WUORSP, H Z � W Hcn HW HWZ H (!) � U U10 W H m ,c W 0 U 44 O�0:9 P , Q WO TJCr, OO JA5 � a.G F s.>r 0o r 0 n. � L CITY OF RENTON r WWP-27-3078 WTR-27-3078 L East Kennydale Sanitary Sewer Infill & Water Main Replacement PHASE II CONTRACT DOCUMENT TABLE OF CONTENTS Summary of Fair Practices Policy Summary of Americans with Disability Act Policy Scope of Work Vicinity Map Instructions to Bidders Call for Bids *Bid Bond Form *Proposal &Combined Affidavit&Certificate Form: Non-Collusion Anti-Trust Claims Minimum Wage Form *Schedule of Prices 0 ❖Bond to the City of Renton ❖Fair Practices Policy Affidavit of Compliance ❖Contract Agreement(Contracts other than Federal-Aid FHWA) •3City of Renton Insurance Information Form ❖City of Renton Standard Endorsement Form Prevailing Minimum Hourly Wage Rates (New job classifications) Statement of Intent to Pay Prevailing Wages Affidavit of Prevailing Wages Paid Certificate of Payment of Prevailing Wages City of Renton Supplemental Specifications WSDOT Amendments Special Provisions Standard Plans Documents marked as follows must be submitted at the time noted and 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. L * Submit with Bid ❖ Submit at Notice of Award CITY OF RENTON Planning/Building/Public Works Department 1055 South Grady Way Renton,Washington 98055 E WAWWP-27-3078 East Kennydale Sewer Infill PH II\CONTRACIIBIDSPEC.DOC\JDH\tb i CITY OF RENTON tWWP-27-3078 WTR-27-3078 East Kennydale Sanitary Sewer Infill & Water Main Replacement PHASE II SCOPE OF WORK The work involved under the terms of this contract document shall be full and complete installation of the facilities, as shown on the plans and as described in the construction specifications, to include but not be limited to: Installation of approximately 4,316 linear feet of 8" diameter PVC sanitary sewer pipes, 1,939 linear feet of 6" diameter sanitary side sewer pipes, 16 manholes, 4,688 linear feet of Ductile Iron 8" water pipe and fittings, 80 water services and reconnections and associated asphalt street restoration, and landscape restoration. This work is to take place in 8 streets within a 1-square mile region in the City of Renton. Excavations for the sanitary sewer will range between 6 feet deep and 20 feet deep. Any contractor connected with this project shall comply with all Federal, State, County, and City codes and regulations applicable to such work and perform the work in accordance with the plans and specifications of ' this contract document. A total of one hundred twenty (120) working days will be allowed for the completion of this project. W:\WWP-27-3078 East Kennydale Sewer Infill PH IACONTRACTIBIDSPEC.DOCUDHItb E AR A c NE 24TH ST rn 2 U) NE 20TH ST n 2 rn m rz � 3 V p � O z 0m ULI NF PARK OFD FEE] EAST KENNYDALE SANITARY SEWER INFILL & ' WATER MAIN REPLACEMENT PHASE II L , 6 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. 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. No proposal may be changed or withdrawn after the time set for receiving bids. Proposals shall be submitted on the forms attached hereto. 2 Any omissions, discrepancies or need for interpretation should be brought, in writing, to the attention of the Project Engineer. Written addenda to clarify questions that arise may then be issued. No oral statements by Owner, Engineer, or other representative of the owner shall, in any way, modify the contract documents, whether made before or after letting the contract. 3 The work to be done is shown in the plans and/or specifications. Quantities are understood to be only approximate. Final payment will be based on actual quantities and at the unit price bid. The City reserves the right to add or to eliminate portions of that work as deemed necessary. E 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. im 5. The bid price for any item must include the performance of all work necessary for completion of that item as described in the specifications. 6. The bid price shall be stated in terms of the units indicated and as to a total amount. In the event of errors,the unit price bid will govern. Illegible figures will invalidate the bid. 7. The right is reserved to reject any and/or all bids and to waive informalities if it is deemed advantageous to the City to do so. 8. A certified check or satisfactory 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. 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. 15. Payment retainage shall be done in accordance with Section 1-09.9(2) "Retainage and Section" 1-09.9(3) "Contracting Agency's Right to Withhold and Disburse Certain Amounts" located in City of Renton Supplemental Specifications. 16. Basis For Approval The construction contract will be awarded b the City of Renton to the lowest, responsible,responsive Y h' P bidder. The bidder shall bid on all bid schedules items of all schedules set forth in the bid forms to be considered responsive for award. The total price of all schedules will be used to determine the successful low responsive bidder. Partial bids will not be accepted. The owner reserves the right to award any or all schedules of the Bid to meet the needs of the City. The intent is to award to only one BIDDER. 17. Trench Excavation Safety Systems As required by 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 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. 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 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. 19. Employment of Resident Employees The CONTRACTOR and subcontractors shall employ Washington State residents in accordance with the requirements of RCW 39.16. 20. Pollution Control Requirements Work under this contract shall meet all local, state and federal requirements for the prevention of environmental pollution and the preservation of public natural resources. The CONTRACTOR shall E conduct the work in accordance with all applicable pollution control laws. The CONTRACTOR shall comply with and be liable for all penalties, damages, and violations under Chapter 90.48 RCW, in performance of the work. The CONTRACTOR shall also comply with Article 4 in the Puget Sound Air Pollution Control Agency Regulation III regarding removal and encapsulation of asbestos materials. 21. Standard Specifications All work under this contract shall be performed in accordance with the following standard specifications except as may be exempted or modified by the City of Renton Supplemental Specifications, Special Provisions other sections of these contract documents. These standard IF 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. 1. WSDOT/APWA"1996 Standard Specifications for Road, Bridge and Municipal Construction" and "Division 1 APWA Supplement" hereinafter referred to by the abbreviated title "Standard Specifications." A. Any reference to "State," "State of Washington," "Department of Transportation," "WSDOT," or any combination thereof in the WSDOT/APWA standards shall be modified to read"City of Renton," unless specifically referring to a standard specification or test law method. B. All references to measurement and payment in the WSDOT/APWA standards shall be detected and the measurement and payment provisions of Section 1-09.14,Measurement and Payment(added herein) shall govern. 22. If a soils investigation has been completed, a copy may be included as an appendix to this document. If one has not been provided for this project by the City or Engineer, the Bidders shall familiarize themselves adequately with the project site and existing subsurface condition as needed to submit their bid. Upon approval of the City, the Bidder may make such subsurface explorations and investigations as they see fit. 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. 23 Bidder's Checklist MW ❑ It is the responsibility of each bidder to ascertain if all the documents listed on the attached index are included in their copy of the bid specifications. If documents are missing, it is the sole responsibility of the bidder to contact the City of Renton to obtain the missing documents prior to bid opening time. ❑ Have you submitted, as part of your bid,all documents marked in the index as"Submit With Bid"? ❑ Has bid bond or certified check been enclosed? ❑ 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? ❑ Have you bid on ALL ITEMS and ALL SCHEDULES? ❑ Have you submitted the Subcontractors List(If required) ❑ Have you reviewed the Prevailing Wage Requirements? ❑ Have you certified receipt of addenda, if any? it w ~ CITY OF RENTON WWP-27-3078 WTR-27-3078 East Kennydale Sanitary Sewer Infill r. Water Main Replacement PHASE II CALL FOR BIDS Sealed bids will be received until 2:30 p.m. July 29, 2003, at the City Clerk's office, 7"' Floor, and r'+ will be opened and publicly read in conference room 511 on the 5"' floor, Renton City Hall, 1055 South Grady Way for the East Kennydale Sanitary Sewer Infill & Water Main Replacement Phase II project. The work to be performed within one hundred twenty (120) working days from the date of commencement under this contract shall include, but not be limited to: Installation of approximately 4,316 linear feet of 8" diameter PVC sanitary sewer pipes, 1,939 linear feet of 6" diameter sanitary side sewer pipes, 16 manholes, 4,688 linear feet of Ductile Iron 8" water pipe and fittings, 80 water services and reconnections and associated asphalt street restoration, and landscape restoration. This work is to take place in 8 streets within a 1-square mile region in the City of Renton. Excavations for the sanitary sewer will range between 6 feet deep and 20 feet deep. The City reserves the right to reject any and/or all bids and to waive any and/or all informalities. w• Approved plans and specifications will be available starting July 15, 2003. Contract forms may be obtained from the City of Renton, Planning/Building/Public Works Department, sixth floor Customer Service Counter, 1055 South Grady Way, Renton, WA 98055. There is a non-refundable fee of $55.15 plus $4.85 Tax (Total $60.00)for each set. If ordered by mail, add$5.00 for postage, which is also non-refundable. No telephone orders will be accepted. Questions regarding this call for bids or the plan holders lists should be directed to the Public Works Customer Service Counter at the above address or at (425) 430-7200. If a bidder has any questions regarding the project, please contact the Project Manager, John Hobson, at 1055 South Grady Way, Renton, WA 98055 or(425)430-7279. A certified check or bid bond in the amount of five percent (5%) of the total of each bid must accompany each bid. 1r The City's Fair Practices, Non-Discrimination, and Americans with Disability Act Policies shall apply. Bonnie I. Walton, City Clerk *" Published: Daily Journal of Commerce July 15, 2003 �► Daily Journal of Commerce July 22, 2003 irr II " l BID BOND FORM AUL $ 2003 Herewith find deposit in the form of a certified check, cashier's check, c ,Or bid bond in the amount of $ which amount is not less than five percent of the total bid. Sign here Know All Men by These Presents: That we, ROBISON CONSTRUCTION, INC. , as Principal, and SAFECO INSURANCE COMPANY OF AMERICA as Surety, are held and firmly bound unto the City of Renton, as Obligee, in the penal sum of 5% of AMOUNT BID************************** 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. 1 The condition of this obligation is such that if the Obligee shall make any award to the Principal for East Kennydale Sanitary Sewer Infill & Water Main Replacement Phase 11 according to the terms of the proposal or bid made by the Principal therefor, and the Principal shall duly make and enter into a contract with the Obligee in accordance with the terms of said proposal or bid and award and shall give bond for the faithful performance thereof, with Surety or Sureties approved by the Obligee; or if the Principal shall, in case of failure to do so, pay and forfeit to the Obligee the penal amount of the .deposit specified in the call for bids, then this obligation shall be null and void; otherwise it shall.be and remain in f and effect and the Surety shall forthwith pay and forfeit to the Obligee, as STR Cl,� Jliquidated damages, the amount of this bond. �;•�,�' ��►e�y 29TH JULY S �� � c SIGNED, SEALED AND DATED THIS DAY OF , 20 . • s ROBI ON CONSTRUCTIO , I C. �.• BY: 4�® Princi a Dennis L. Irick, Vice President - Es imating SAFECO INSURANCE COMPANY OF AMERICA. � 1 BY: Suret STACY CUTBIRTH ATTORNEY-IN-FACT Received return of deposit in the sum of $ 1 } W:\WWP-27-3078 East Kcnnydale Sewer Infill PH U\CONTRAC nBIDSPEC.DOC\JDH\tb POWER SAFECO INSURANCE COMPANY OF AMERICA S A F E C O OF ATTORNEY GENERAL INSURANCE COMPANY OF AMERICA HOME OFFICE: SAFECO PLAZA SEATTLE,WASHINGTON 98185 No. 634 KNOW ALL BY THESE PRESENTS: That SAFECO INSURANCE COMPANY OF AMERICA and GENERAL INSURANCE COMPANY OF AMERICA, each a Washington corporation, does each hereby appoint *****JACK P.SUTTON;STEPHEN FELTUS;RANDOLPH J.CARR;PETER J.COMFORT;ROBERT E.HEILESEN;KAREN SWANSON;KATHY MELLICK;ERIC ZIMMERMAN;BARBARA A.JOHNSON;JAMES W.ALLEN;CHRISTINE M.LOPEZ;TRACEY L.MCKINLEY;STACY CUTBIRTH;BRAD ROBERTS;KIP W. ,r VANDEVENTER;HOLLI LAGERQUIST;MICHELLE L.NEWBERG;MICHELLE R.POST;KRISTINE LAWRENCE;PAUL A.FISHER;CAROL MEREDITH;AMY RINGSAGE;RANDY WALKER;JOHN C.OJA;PEGGY L.FOOTE;SHARNEL K.BRYSON;KIM L.GASCA;LISA KERSTETTER;JOANNE REINKENSMEYER; SIMONE U.MCGUIRE;Tacoma, its true and lawful attorney(s)-in-fact, with full authority to execute on its behalf fidelity and surety bonds or undertakings and other documents of a similar character issued in the course of its business,and to bind the respective company thereby. IN WITNESS WHEREOF,SAFECO INSURANCE COMPANY OF AMERICA and GENERAL INSURANCE COMPANY OF AMERICA have each executed and attested these presents this 9th day of April 2003 ' C�` CHRISTINE MEAD,SECRETARY MIKE MCGAVICK,PRESIDENT CERTIFICATE Extract from the By-Laws of SAFECO INSURANCE COMPANY OF AMERICA and of GENERAL INSURANCE COMPANY OF AMERICA: "Article V,Section 13.-FIDELITY AND SURETY BONDS...the President,any Vice President,the Secretary,and any Assistant Vice President appointed for that purpose by the officer in charge of surety operations, shall each have authority to appoint individuals as attorneys-in-fact or under other appropriate titles with authority to execute on behalf of the company fidelity and surety bonds and other documents of similar character issued by the company in the course of its business... On any instrument making or evidencing such appointment,the signatures may be affixed by facsimile. On any instrument conferring such authority or on any bond or undertaking of the company, the seal, or a facsimile thereof, may be impressed or affixed or in any other manner reproduced; provided, however,that the seal shall not be necessary to the validity of any such instrument or undertaking." Extract from a Resolution of the Board of Directors of SAFECO INSURANCE COMPANY OF AMERICA and of GENERAL INSURANCE COMPANY OF AMERICA adopted July 28, 1970. "On any certificate executed by the Secretary or an assistant secretary of the Company setting out, (i) The provisions of Article V,Section 13 of the By-Laws,and (ii) A copy of the power-of-attorney appointment,executed pursuant thereto,and (iii) Certifying that said power-of-attorney appointment is in full force and effect, the signature of the certifying officer may be by facsimile,and the seal of the Company may be a facsimile thereof." I, Christine Mead, Secretary of SAFECO INSURANCE COMPANY OF AMERICA and of GENERAL INSURANCE COMPANY OF AMERICA,do hereby certify that the foregoing extracts of the By-Laws and of a Resolution of the Board of Directors of these corporations,and of a Power of Attorney issued pursuant thereto, are true and correct,and that both the By-Laws,the Resolution and the Power of Attorney are still in full force and effect. IN WITNESS WHEREOF,I have hereunto set my hand and affixed the facsimile seal of said corporation this COTM day of E C014, CORPORATE I SEAL, SEAL X Or a;a�M a CHRISTINE MEAD,SECRETARY S-0974/SAEF 2/01 ®A registered trademark of SAFECO Corporation 04/09/2003 PDF rtr *MV WAIVER OF NOTICE AND CONSENT TO ACTIONS IN LIEU OF SPECIAL COMBINED MEETING OF SHAREHOLDER/DIRECTOR OF r ROBISON CONSTRUCTION, INC. j The undersigned, being the sole voting Shareholder and Director of Robison Construction, Inc. (the "Corporation"), hereby waives notice and attendance of a Special Combined Meeting of the voting Shareholder and Director, and further consents to the actions described and adoption of the resolutions set forth below. This Waiver and Consent shall have the same effect as a unanimous vote, as r�r if a duly convened meeting of the Shareholder and Director was held at the principal place of business of the Corporation. r. Execution of Bonds and Bid Proposals on Behalf of the Corporation WHEREAS, the Shareholder and Director reviewed a proposal to allow it certain key employees to execute Bid Bonds and Bid Proposals on behalf of the Corporation; now, therefore, it is hereby: RESOLVED that Dennis L. Irick is individually authorized to sign and execute Bonds and Bid Proposals on behalf of the Corporation in the state of Washington and as required in connection with the operation of the Corporation's business. The execution of this Consent will constitute written waiver of any notice required by Washington's Corporate Act and the Corporation's Articles of Incorporation and Bylaws. � +h DATED THIS day of t/ Vs r 2002. SHAREHOLDER: DIRECTOR: Mark W. Robison Mark W. Robison it K/Sheree/Licenses/Special Resolution CITY OF RENTON 1toBISON CONSTRUCTION, INC. (RCI) WWP-27-3078 &WTR-27-3078 (Project Number) EAST KENNYDALE SANITARY SEWER INFILL & WATER MAIN REPLACEMENT PHASE II (Project Name) PROPOSAL TO THE CITY OF RENTON RENTON, WASHINGTON Ladies and/or Gentlemen: The undersigned hereby certify that the bidder has examined the site of the proposed work and 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 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: r (Note: Unit prices for all items, all extensions, and total amount of bid should be shown. Show unit prices both in writing and in figures.) The undersigned certifys and agrees to the following provisions: NON-COLLUSION AFFIDAVIT 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. Therefore, 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. AND MINIMUM WAGE AFFIDAVIT FORM 1,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 H:forms/envrmtal/envirpoVbh ROBISON CONSTRUCTION, INC. (RCI) 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: PROPOSAL, NON COLLUSION AFFIDAVIT, ASSIGNMENT OF ANTI-TRUST CLAIMS TO PURCHASER AND MINIMUM WAGE AFFIDAVIT Robison Construction, Inc. (RCI) Name of Bidder's Firm Printed N in Dennis L. Irick, Vice President - Estimating Signature Address: 121 140th Avenue Ct. E., Slimmer, NA 98390 Addenda Received: -0- Names of Members of Partnership: �GpNSTRUCl� N/A :s ®Ql�0 P.QA�e Op n SEAS OR SHIN Name of President of Corporation Andrew C. Albrecht Name of Secretary of Corporation Andrew C. Albrecht Corporation Organized under the laws of Washington With Main Office in State of Washington at 1216 140th Avenue Ct. East, Slimmer, NA 98390 Subscribed and sworn to before me on this 29th day of July 3 2003 ,fir �y' Notary Public in and for the St to of Washington Notary(Print) ee, My appointment expires: MIu��`� H:forms/envrmtal/envi rpol/bh CITY OF RENTON RDB'j CONSTRUCTION, INC. (RCI) PUBLIC WORKS DEPARTMENT SCHEDULE OF PRICES EAST KENNYDALE SANITARY SEWER INFILL AND WATER MAIN REPLACEMENT PHASE II (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 conflictconflict 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. 001. 1 Mobilization & Demobilization Lump Sum $ TwENrj- TH�rJ pvj c.�,es ZO OD.�'© 20 DOO 00 per Lump Sum (words) figures 002. 1 Trench Excavation Safety Systems Lump Sum $o/& ousA,vt2 Zby CABS / G'OD,t2' 000. OD per Lump Sum (words) figures 003. 1 Surveying, Staking, and As-Builts Lump Sum $ /��Tyoas.¢�v�7GL.9lZ_S 000, 00 S 000. 00 per Lump Sum (words) figures 004. 1 Traffic Control Lump Sum $ Flp/� rHovsflND �oz��4fzS -OOD,00/ 000, v© per Lump Sum (words) figures 005. 1 Temporary Erosion/Sedimentation Controls Lump Sum $ T rxiousa,vn I70G[_,¢,�S 2 OGY�04 Z 000, 0a per Lump Sum (words) figures 006. 1 Landscape Restoration Lump Sum $ Two 17_eoSA,Ut7 peee,,W (�O.00 Z 000 00 per Lump Sum (words) figures 007. 6 Re-establish existing Monuments Each $ THI?C€ Hd1vyeEi7 Q01-LAP-5 300 DO f 800 O per Each (words) figures 008. 4,316 TV Inspection of Sanitary Sewers Linear Foot $ ONE 77?7I-A 1. 00 ���, 0O per Linear Foot (words) figures 009. 4,316 8" PVC Sewer Pipe and Cleanouts / Linear Foot $S/X�y ��L,¢�S b�, (, �So 9 0/0. OO per Linear Foot (words) figures 010. 1,939 6" PVC Side Sewer Pipe Linear Foot $ 5/,r-rye pol,1,¢g-S 0,, DO ��� 3 y� 00 per Linear Foot (words) figures 011. 16 48" Sanitary Sewer Manhole Each $ /IZEE /a/SAAv►7 11'yvP7-?E77 ��.0,� _3500- O -5 000, OD per Each (words) figures 012. 5 Connect New Sewer to Existing Sewer Facility Each $ r6uo 9fta 7- T�,4c45P-s Z ov.00 �0 000.0 per Each (words) ffgures Page 1 ' CITY OF RENTON ROf I CONSTRUCTION, INC. (RCI) PUBLIC WORKS DEPARTMENT ' SCHEDULE OF PRICES EAST KENNYDALE SANITARY SEWER INFILL AND WATER MAIN REPLACEMENT PHASE II (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 conflictconflict 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. 013. 4,385 8" ductile iron pipe, Cl 53, Poly Wrapped & Fittings Linear Foot $ f7i67-y Clvk per Linear Foot (words) figures 014. 19 8" gate valve assembly Each $ rf✓6 'Reztt4r 00, OD SO per Each (words) figures 015. 8 6"gate valve assembly Each $ rAi)T H(1*Pg6"'r" f�i tG. S 100 00 ZOO 00 per Each (words) figures 016. 14 Fire Hydrant Assembly Each $ 3 000. 00 Z 000, 00 per Each (words) figures 017. 74 3/4" Water Service Connection Each $ L?9GG.ffas -5-0 eo 70 500,00 per Each (words) figures 018. 5 3/4" Water Service Connection (no meter) �� ��2 !� �0 L70 Each $ h//NE AyluO,�EV 77rtl" rgs per Each (words) figures 019. 1 1"Air-Release Valve Each $ ()N,�5 000, 00 000. 00 per Each (words) figures 020. 1 2" Permanent Blow-off Assembly Each $ONE /ZOD, 00 / 700, 00 per Each (words) figures 021. 8 Connection to Existing Water Main Each $ 0"t 17N ,1!;.4V,f7 tiyE Hai oXCP RV-6,4eoc %5_'1"-10_ Gp 12, OOD 00 per Each (words) figures Page 2 L %110 Miff CONST uc=N, INC. (RCI) CITY OF RENTON PUBLIC WORKS DEPARTMENT SCHEDULE OF PRICES EAST KENNYDALE SANITARY SEWER INFILL AND WATER MAIN REPLACEMENT PHASE II (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 conflictconflict 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. 022. 26 Concrete Thrust Blocks & Dead-man Blocks Cubic yard $ E7G/97� 6C.9,.--s '9000 Z 0g0 00 per Cubic Yard (words) figures 023. 1 Removal of Existing Fire Hydrants, Valve Boxes & Lump Sum Appurtenances $ 00 -5-00.62a per Lump Sum (words) figures L024. 500 Removal and Replacement of Unsuitable Foundation Ton Material $ Z, Z,57 00 per Ton (words) figures 025. 2,500 Select Imported Trench Backfill Ton $ T015-4-i-a— per Ton (words) figures 026. 9,400 Asphalt Class B (Road Rebuild) Paving Incl. CSTC Sq. Yard $ foerEEry T?11,G44S 4AIP t 1,117V CENTS jy. sG l3� 300,00 per Square Yard (words) figures 027. 2,820 Asphalt Class B Patch Inc. CSTC Sq. Yard $ FiF7�--7-wo T7?1U-,40.f SZ. per Square Yard (words) figures 028. 1 Replace Pavement Markings and Traffic Buttons Lump Sum $00t 7h'ws.4AIV pnlc,10S OOO 00 1022, 00 per Lump Sum (words) figures 029. 515 Remove and Replace Sidewalk & Driveway 7-01170 Sq. Yard $ rbueW7-p Cyu'4 _l r' 10, 300-00 per Square Yard (words) figures _rT 030. 125 Remove and Replace Curb & Gutter Linear Foot $ 7-weA(7y 7-0,00 2 -500. 00 per Linear Foot (words) figures Subtotal 20 -56'1. Or i~ 8.8% Sales Tax QQ , 37 Total 3 /0 6 Z,37 Page 3 BOND TO THE CITY OF RENTON KNOW ALL MEN BY THESE PRESENTS: BOND NO. 6220384 That we,the undersigned ROBISON CONSTRUCTION, INC. as principal, and SAFECO INSURANCE COMPANY OF AMERI�brporation organized and existing under the laws of the State of WASHINGTON as a surety corporation, and qualified under the laws of the State of Washington to become surety upon bonds of contractors with municipal corporations, as surety are jointly and severally held and firmly bound to the City of Renton in the penal sum of $1,310,562.37* for the payment of which sum on demand we bind ourselves and our successors, heirs, administrators or person representatives,as the case may be. This obligation is entered into in pursuance of the statutes of the State of Washington,the Ordinance of the City of Renton. Dated at ZAh Dr\ 'Washington,this 0114d day of Ste"`',2003. Nevertheless,the conditions of the above obligation are such that: WHEREAS, under and pursuant to Public Works 'Construction Contract CAG-03-115 providing for construction of East Kennydale Sanitary Sewer Infill&Water Main Replacement Phase H the principal is required to famish 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 ib hold said City of Renton harmless from any loss or damage occasioned to any person or property by reason of any carelessness or negligence on the part of said principal, or any subcontractor in the performance of said work, and shall indemnify and hold the City of Renton harmless from any damage or expense by reason of failure of performance as specified in the contract or from defects appearing or developing in the material or workmanship provided or performed under the contract within a period of one year after its acceptance thereof by the City of Renton,then and in that event this obligation shall be void;but otherwise it shall be and re-naul in full force and effect. ROBISON CONSTRUCTION, INC. SAFECO INSURANCE COMPANY OF AMERICA Principa Surety Signature Andrew Albrecht Signature STACY CUTBIRTH CEO/President ATTORNEY—IN—FACT Title ill s01`l S TR—.. Title 0�GOQIP OkJ�m O'\ Approved by Zany Warren 2/14/92 ,gym, ®a SEAL W:\WWP-27-3078 East Kenn ale wer Infill PH 0\CON C BIDSPEC-DOCVDH\tb a7 i' r7�1 N:'9NING Oj EXHIBIT B IMPORTANT NOTICE TO SURETY BOND CUSTOMERS REGARDING THE TERRORISM RISK INSURANCE ACT OF 2002 As a surety bond customer of one of the SAFECO insurance companies (SAFECO Insurance Company of America, General Insurance Company of America, First National Insurance Company, American States insur- ance Company or American Economy Insurance Company), it is our duty to notify you that the Terrorism Risk Insurance Act of-2002 extends to"surety insurance". This means that under certain circumstances we may be eligible for reimbursement of certain surety bond losses by the United States government under a formula established by this Act. the United States overnment pays 90%of losses caused by certified acts of terrorism that Under this formula, g exceed a statutorily established deductible to be paid by the insurance company providing the bond.The Act also establishes a$100 billion cap for the total of all losses to be paid by all insurers for certified acts of terrorism. Losses on some or all of your bonds may be subject to this cap. This notice does not modify any of the existing terms and conditions of this bond,the underlying agreement guaranteed by this bond, any statutes governing the terms of this bond or any generally applicable rules of law. At this time there is no premium change resulting from this Act. S62482/03 POWER SAFECO INSURANCE COMPANY OF AMERICA S A F E C O-" GENERAL INSURANCE COMPANY OF AMERICA OF ATTORNEY HOME OFFICE: SAFECO PLAZA SEATTLE,WASHINGTON 98185 No. 634 KNOW ALL BY THESE PRESENTS: That SAFECO INSURANCE COMPANY OF AMERICA and GENERAL INSURANCE COMPANY OF AMERICA, each a Washington corporation, does each hereby appoint *****JACK P.SUTTON;STEPHEN FELTUS;RANDOLPH J.CARR;PETER J.COMFORT;ROBERT E.HEILESEN;KAREN SWANSON;KATHY MELLICK;ERIC ZIMMERMAN;BARBARA A.JOHNSON;JAMES W.ALLEN;CHRISTINE M.LOPEZ;TRACEY L.MCKINLEY;STACY CUTBIRTH;BRAD ROBERTS;KIP W. do VANDEVENTER;HOLLI LAGERQUIST;MICHELLE L.NEWBERG;MICHELLE R.POST;KRISTINE LAWRENCE;PAUL A.FISHER;CAROL MEREDITH;AMY RINGSAGE;RANDY WALKER;JOHN C.OJA;PEGGY L.FOOTE;SHARNEL K.BRYSON;KIM L.GASCA;LISA KERSTETTER;JOANNE REINKENSMEYER; SIMONE U.MCGUIRE;Tacoma, its true and lawful attorney(s)-in-fact, with full authority to execute on its behalf fidelity and surety bonds or undertakings and other documents of a similar character issued in the course of its business,and to bind the respective company thereby. IN WITNESS WHEREOF, SAFECO INSURANCE COMPANY OF AMERICA and GENERAL INSURANCE COMPANY OF AMERICA have each executed and attested these presents this 9th day of April 2003 LL- P D�tw� cf-c--, CHRISTINE MEAD,SECRETARY MIKE MCGAVICK,PRESIDENT CERTIFICATE Extract from the By-Laws of SAFECO INSURANCE COMPANY OF AMERICA and of GENERAL INSURANCE COMPANY OF AMERICA: "Article V,Section 13.-FIDELITY AND SURETY BONDS...the President,any Vice President,the Secretary,and any Assistant Vice President appointed for that purpose by the officer in charge of surety operations, shall each have authority to appoint individuals as attorneys-in-fact or under other appropriate titles with authority to execute on behalf of the company fidelity and surety bonds and other documents of similar character issued by the company in the course of its business... On any instrument making or evidencing such appointment,the signatures may be affixed by facsimile. On any instrument conferring such authority or on any bond or undertaking of the company, the seal, or a facsimile thereof, may be impressed or affixed or in any other manner reproduced; provided, however,that the seal shall not be necessary to the validity of any such instrument or undertaking." Extract from a Resolution of the Board of Directors of SAFECO INSURANCE COMPANY OF AMERICA and of GENERAL INSURANCE COMPANY OF AMERICA adopted July 28, 1970. "On any certificate executed by the Secretary or an assistant secretary of the Company setting out, (i) The provisions of Article V,Section 13 of the By-Laws,and (ii) A copy of the power-of-attorney appointment,executed pursuant thereto,and (iii) Certifying that said power-of-attorney appointment is in full force and effect, the signature of the certifying officer may be by facsimile,and the seal of the Company may be a facsimile thereof." I, Christine Mead, Secretary of SAFECO INSURANCE COMPANY OF AMERICA and of GENERAL INSURANCE COMPANY OF AMERICA,do hereby certify that the foregoing extracts of the By-Laws and of a Resolution of the Board of Directors of these corporations,and of a Power of Attorney issued pursuant thereto, are true and correct,and that both the By-Laws,the Resolution and the Power of Attorney are still in full force and effect. IN WITNESS WHEREOF,I have hereunto set my hand and affixed the facsimile seal of said corporation this day of �ataGf COAWgq` P��E COMpq o°t�o�v,�� CORPORATE SEAL X sill 1953 �o�'� `� 192's �. Or WA51��N �awas�\ CHRISTINE MEAD,SECRETARY �r S-0974/SAEF 2/01 ®A registered trademark of SAFECO Corporation 04/09/2003 PDF r CITY OF RENTON FAIR PRACTICES POLICY AFFIDAVIT OF COMPLIANCE Robison Construction, Inc. hereby confirms and declares that (Name of contractor/subcontractor/consultant/supplier) I. It is the policy of Robison Construction, Inc. to offer equal irr (Name of contractor/subcontractor/consultant/supplier) opportunity to all qualified employees and applicants for employment without regard to the race, creed, color, sex,national origin, age, disability or veteran status. II. Robison Construction, Inc. complies with all applicable (Name of contractor/subcontractor/consultant/supplier) federal, state and local laws governing non-discrimination in employment. w H. When applicable, Robison Construction, Inc. will seek out and (Name of contractor/subcontractor/consultant/supplier) negotiate with minority and women contractors for the award of subcontracts. �r Andrew Albrecht Print Agent/Representative's Name CEO/President a Print Agent/Representative's Title Agent/Representative's Signature August 11, 2003 Date Signed �Ir Instructions: This document MUST be completed by each contractor, subcontractor, consultant and/or supplier. Include or attach this document(s)with the contract. �r x Contracts other than Federal-Aid FHWA CONTRACTS OTHER THAN FEDERAL-AID FHWA THIS AGREEMENT, made and entered into this 7h d day of�r_ 20 03 . by and between THE CITY OF RENTON, Washington, a municipal corporation of the State of Washington, hereinafter referred to as "CITY" and Robison Construction, Inc. hereinafter referred to as "CONTRACTOR." w WITNESSETH: 1) The Contractor shall within the time stipulated, (to-wit: within one hundred twenty [120] 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 CAG-03-115 for improvement by construction and installation o£ East Kennydale Sanitary Sewer Infill & Water r Main Replacement Phase II. 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 governmental authority having jurisdiction thereover. It is further agreed and stipulated that all of said labor, materials, appliances, machines, tools, equipment and services shall be furnished and the construction installation performed and completed to the satisfaction and the approval of the City's Public Works Director as being in such conformity with the plans, specifications and all requirements of or arising under the Contract. 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 h) Special Provisions, if any i) Technical Specifications, if any WAWWP-27-3078 East Kennydale Sewer Infill PH II\CONTRACTlBIDSPEC.DOC\JDH\tb rr Contracts other than Federal-Aid FHWA 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 Contractor shall be adjudged a as bankrupt, or if he should make a general assignment for the benefit of his creditors, or if a receiver shall be appointed on account of the Contractor's insolvency, or if he or any of his subcontractors should violate any of the provisions of this Contract, the City may then serve written notice upon him and his surety of its intention to terminate the Contract, and unless within ten (10) days after the serving of such notice, such violation or non-compliance of any provision of the Contract shall 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 E Contractor and the surety shall have the right to take over and perform the Contract, provided, however, that if the surety within fifteen (15) days after the serving upon it of such notice of termination does not perform the Contract or does not commence performance thereof within thirty (30) days from the date of serving such notice, the City itself may take over the work under the Contract and prosecute the same to completion by Contract or by any other method it may deem advisable, for the account and at the expense of the Contractor, and his surety shall be liable to the City for any excess cost or other damages occasioned the City thereby. In such event,the City, if it so elects, may, without liability for so doing, take possession of and utilize in completing said rr 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. 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 r costs, expenses and reasonable attorney's fees incurred or paid by the City in connection with such litigation. Furthermore, Contractor agrees to pay all costs, expenses and reasonable attorney's fees that may be incurred or paid 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, 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. r W:\WWP-27-3078 East Kennydale Sewer Infill PH II\CONTRACT\BIDSPEC.DOC\JDH\tb Ir Contracts other than Federal-Aid FHWA 6) Any notice from one party to the other party under the Contract shall be in writing and shall be r 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 it 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 after Contract final execution, and shall complete the full performance of the Contract not later than one hundred twenty [1201 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 Standard Specifications as liquidated damages (and not as a penalty) for each such day, which shall be paid by the Contractor to the City. M 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. 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. irr 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 11. The surety or sureties on such bond or bonds must be duly licensed as a surety in the State of Washington. rr rn rrr ar _1 j W:\WWP-27-3078 East Kennydale Sewer Infill PH II\CONTRACrBIDSPEC.DOC\JDH\tb 1 Contracts other than Federal-Aid FHWA 11) The total amount of this contract is the sum of $ 1,310,562-37 IN numbers One Million Three Eftmdred Ten Thousand Five Hundred Sixty-Two and 37/100's Dollars wrftten words which includes Washington State Sales Tax. Payments will be made to Contractor as specified in the "General Requirements" and this Contract Document. 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. f 100%S 1 261 fo*MM, V R.'l I CONTRACT A. O:k CITY OF RENTON % b N AA-�19--�� 0— , 4Mayor 4.10/44 _4 1 President/ftM40MV1 V!&v7_ L. Zirrectht ATTEST 9 7 1,-* I Z&-Hl N G1 Se�reta+ Mike KerbY befAt;t�City Clerk _dba Robison Construction, Inc. Finn Name check one 13 Individual 13 Partnership Corporation Incorporated in Washington State 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. WAWWP-27-3078 East Kennydale Sewer Infill PH 11\C0NTRACT\B1DSPEC.D0C\JDH\tb r ur City of Renton Human Resources&Risk Management Department Insurance Information Form FOR:Robison Construction, Inc. W PROJECT NUMBER: CA•_D3-115 STAFF CONTACT: Certificate of Insurance indicates the coverages/]imits specified in © Yes ❑ No contract? Are the following coverages and/or conditions in effect? ® Yes ❑ No The Conzmcial General Liability policy form is an ISO 1993 ® Yes ❑ No Occurrence Form or Equivalent? 0 (If no,attach a copy of the policy with required coverages clearly identified) CG 0043AmcndatoryEndorsementprovided?" (equivalent) © Yes ❑ No to General Aggregate provided on a"per project basis(CG2503)7*(equi val e1R Yes ❑ No Additional Insured wording provided?' © Yes ❑ No u.. Coverage on a primary basis and non-contributing basis?' © Yes ❑ No Waiver of Subrogation Clause applies?' ® Yes ❑ No Severability of Interest Clause(Cross Liability)applies? ® Yes ❑ No Notice of Cancellation/Noa-Renewal amended to 45 days?' ® Yes ❑ No *To be shown on certificate of insurance' AM BEST'S RATING FOR CARRIER GL A (XVI Auto A (XV) Umb A++ (XV) Professional 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. Willis of Seattle. Inc. Don Bacic Agency/Broker Completed By(Type or Print Name) 505 Fifth Ave South- Suite 200,�eattle. WA 98104 � — Address Coirgil y ign Don Bacic or Jan Wills (206) 386-7400 Name of person to contact Telephone Number NOTE: THIS QUESTIONNAIRE MUST BE COMPLETF,D FOR EACH LINE OF COVERAGE AND ATTACHED TO CERTIFICATE OF INSURANCE a, ENDORSEMENT In consideration of the premium charged,it is hereby agreed and understood that Policy Number_ KKOB400377 issued by St. Paul Fi re & Marine Inc. Co. Insurance Company, is amended to include the following terms and conditions as respects Contract Number CAG-03-115 issued by the City of Renton(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 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 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 manner as through a separate policy had been issued to each,except that nothing herein shall operate to increase the companyIs 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 CONSULTANT. 5. CLAIM REPORTING. The OWNER has no obligation to report occurrences unless a claim has been riled 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. 8-5-2003 Don Bacic Dale Authorized Representative Willis of Seattle, Inc. Sionalu e li Io Jo v rnlallcnvirpoVbh wr w� -r as rw up r to s vp r.. PREVAILING MINIMUM go HOURLY WAGE RATES r, RATES.D00 KING County - Effective: 3/5/2003 Page 1 of 11 "" State of Washington DEPARTMENT OF LABOR AND INDUSTRIES Prevailing Wage Section - Telephone (360) 902-5335 Aaw PO Box 44540, Olympia, WA 98504-4540 Washington State Prevailing Wage Rates for Public Works Contracts The PREVAILING WAGES listed here include both the hourly wage rate and the hourly rate of fringe benefits. On public works projects, workers'wage and benefit rates must add to not less we than this total. A brief description of overtime calculation requirements is provided by clicking on the benefit code. KING County Effective 3/5/2003 Benefit Code Key Prevailing Overtime Holiday Note Classification Wage Code Code Code ASBESTOS ABATEMENT WORKERS JOURNEY LEVEL $30.86 1M 5D BOILERMAKERS JOURNEY LEVEL $33.32 1_ BRICK AND MARBLE MASONS JOURNEY LEVEL $36.87 1M 5A CABINET MAKERS (IN SHOP) JOURNEY LEVEL $16.67 1 CARPENTERS ACOUSTICAL WORKER $37.01 1M 5D BRIDGE, DOCK AND WARF CARPENTERS $36.85 1M 5D CARPENTER $36.85 1M 5_D CREOSOTED MATERIAL $36.95 1M 5D DRYWALL APPLICATOR $36.79 1M 5D FLOOR FINISHER $36.98 1M 5D FLOOR LAYER $36.98 1M 5D FLOOR SANDER $36.98 1M 5D MILLWRIGHT AND MACHINE ERECTORS $37.85 1M 5D PILEDRIVERS, DRIVING, PULLING, PLACING COLLARS AND $37.05 1M 5D WELDING SAWFILER $36.98 1M 5D SHINGLER $36.98 1M 5D http://www.Ini.wa.gov/prevailingwage/jwages/20031/col7.htm 03/06/2003 KING County - Effective: 3/5/2003 Page 2 of 11 STATIONARY POWER SAW OPERATOR $36.98 1M 5D STATIONARY WOODWORKING TOOLS $36.98 1 M 5D CEMENT MASONS JOURNEY LEVEL $37.89 1-M 5D DIVERS & TENDERS DIVER $78.52 1M 5D 8A DIVER TENDER $39.62 1 M 5D DREDGE WORKERS `� ASSISTANT ENGINEER $37.22 113 5D 8L ASSISTANT MATE (DECKHAND) $36.78 1B 5D 8L do BOATMEN $37.22 1B 5D 8L ENGINEER WELDER $37.27 113 5D 8L LEVERMAN, HYDRAULIC $38.66 113 5D 8L MAINTENANCE $36.78 1B 5D 8L MATES $37.22 1B 5D 8L OILER $36.88 1B 5D 8L DRYWALL TAPERS JOURNEY LEVEL $36.64 1J 5B ELECTRICAL FIXTURE MAINTENANCE WORKERS JOURNEY LEVEL $18.69 1 ELECTRICIANS - INSIDE CABLE SPLICER $48.36 1D 6H CABLE SPLICER (TUNNEL) $52.24 1D 6H CERTIFIED WELDER $46.59 1D 6H CERTIFIED WELDER (TUNNEL) $50.30 1D 6H CONSTRUCTION STOCK PERSON $24.33 1D 6H JOURNEY LEVEL $44.83 1D 6H JOURNEY LEVEL (TUNNEL) $48.36 1D 6H ELECTRICIANS - MOTOR SHOP CRAFTSMAN $15.37 2A 6C JOURNEY LEVEL $14.69 2A 6C ELECTRICIANS - POWERLINE CONSTRUCTION CABLE SPLICER $47.12 4A 5A CERTIFIED LINE WELDER $42.90 4A 5A GROUNDPERSON $30.59 4A 5A HEAD GROUNDPERSON $32.34 4A 5A HEAVY LINE EQUIPMENT OPERATOR $42.90 4A 5A JACKHAMMER OPERATOR $32.34 4A 5A JOURNEY LEVEL LINEPERSON $42.90 4A 5A LINE EQUIPMENT OPERATOR $36.21 4A 5A POLE SPRAYER $42.90 4A 5A http://www.Ini.wa.gov/prevallingwage/J*wages/20031/col7.htm 03/06/2003 raw KING County-Effective: 3/5/2003 Page 3 of 11 POWDERPERSON $32.34 4A 5A ELECTRONIC & TELECOMMUNICATION TECHNICIANS JOURNEY LEVEL $12.07 1 ELEVATOR CONSTRUCTORS MECHANIC $46.46 4A 6Q MECHANIC IN CHARGE $51.14 4A 6Q FABRICATED PRECAST CONCRETE PRODUCTS ALL CLASSIFICATIONS $11.35 2K 6S FENCE ERECTORS tFENCE ERECTOR $18.71 1 FENCE LABORER $12.77 1 FLAGGERS JOURNEY LEVEL $26.18 1M 5D GLAZIERS JOURNEY LEVEL $37.46 2E 5G HEAT & FROST INSULATORS AND ASBESTOS WORKERS MECHANIC $37.93 1_F 5E HEATING EQUIPMENT MECHANICS MECHANIC $33.65 1 HOD CARRIERS & MASON TENDERS JOURNEY LEVEL $31.34 11M 5D 1 INDUSTRIAL ENGINE AND MACHINE MECHANICS i MECHANIC $15.65 1_ INDUSTRIAL POWER VACUUM CLEANER JOURNEY LEVEL $9.07 1_ INLAND BOATMEN CAPTAIN $32.28 lK 513 COOK $28.31 lK 5B DECKHAND $27.65 lK 513 ENGINEER/DECKHAND $29.95 lK 5B MATE, LAUNCH OPERATOR $31.25 lK 513 INSPECTION/CLEANING/SEALING OF SEWER & WATER SYSTEMS BY REMOTE CONTROL CLEANER OPERATOR, FOAMER OPERATOR $9.73 1_ GROUT TRUCK OPERATOR $11.48 1 HEAD OPERATOR $12.78 1 TECHNICIAN $7,01 1 TV TRUCK OPERATOR $10.53 1 INSULATION APPLICATORS JOURNEY LEVEL $36.85 1M 5D IRONWORKERS JOURNEY LEVEL $39.02 1 B 5A http://www.lni.wa.gov/prevailingwage/jwages/20031/co 17.htm 03/06/2003 KING County - Effective: 3/5/2003 Page 4 of 11 LABORERS ASPHALT RAKER $31.34 1M 5D BALLAST REGULATOR MACHINE $30.86 1M 5D BATCH WEIGHMAN $26.18 1M 5D CARPENTER TENDER $30.86 1M ' 5D CASSION WORKER $31.70 1M 5D CEMENT DUMPER/PAVING $31.34 1M 5D CEMENT FINISHER TENDER $30.86 1M 5D CHIPPING GUN (OVER 30 LBS) $31.34 1M 5D CHIPPING GUN (UNDER 30 LBS) $30.86 1M 5D CHUCK TENDER $30.86 1M 5D CLEAN-UP LABORER $30.86 1M 5D CONCRETE FORM STRIPPER $30.86 1M 5D CONCRETE SAW OPERATOR $31.34 1M 5D CRUSHER FEEDER $26.18 1M 5D CURING LABORER $30.86 1M 5D DEMOLITION, WRECKING & MOVING (INCLUDING $30.86 1M 5D CHARRED MATERIALS) DITCH DIGGER $30.86 1M 5D DIVER $31.70 1M 5D DRILL OPERATOR (HYDRAULIC, DIAMOND) $31.34 1M 5D DRILL OPERATOR, AIRTRAC $31.70 1M 5D DUMPMAN $30.86 1M 5D FALLER/BUCKER, CHAIN SAW $31.34 1M 5D FINAL DETAIL CLEANUP (i.e., dusting, vacuuming, window $23.86 1M 5D ., cleaning; NOT construction debris cleanup) FINE GRADERS $30.86 1M 5D FIRE WATCH $30.86 1M 5D FORM SETTER $30.86 1M 5D GABION BASKET BUILDER $30.86 1M 5D GENERAL LABORER $30.86 1M 5D GRADE CHECKER & TRANSIT PERSON $31.34 1M 5D GRINDERS $30.86 1M 5D GROUT MACHINE TENDER $30.86 1M 5D HAZARDOUS WASTE WORKER LEVEL A $31.70 1M 5D HAZARDOUS WASTE WORKER LEVEL B $31.34 1M 5D HAZARDOUS WASTE WORKER LEVEL C $30.86 1M 5D HIGH SCALER $31.70 1M 5D aw HOD CARR[ER/MORTARMAN $31.34 1M 5D JACKHAMMER $31.34 1M 5D r. LASER BEAM OPERATOR $31.34 1M 5D MINER $31.70 1M 5D http://www.Ini.wa.gov/prevallingwage/jwages/20031/col7.htm 03/06/2003 KING County - Effective: 3/5/2003 Page 5 of 11 NOZZLEMAN, CONCRETE PUMP, GREEN CUTTER WHEN $31.34 1M 5D USING HIGH PRESSURE AIR & WATER ON CONCRETE & ROCK, SANDBLAST, GUNITE, SHOTCRETE, WATER BLASTER PAVEMENT BREAKER $31.34 1M 5D PILOT CAR $26.18 1M 5D PIPE RELINER (NOT INSERT TYPE) $31.34 1M 5D PIPELAYER & CAULKER $31.34 1M 5D PIPELAYER & CAULKER (LEAD) $31.70 1M 5D PIPEWRAPPER $31.34 1M 5D POT TENDER $30.86 1M 5D POWDERMAN $31.70 1M 5D POWDERMAN HELPER $30.86 1M 5D POWERJACKS $31.34 1M 5D RAILROAD SPIKE PULLER (POWER) $31.34 1M 5D RE-TIMBERMAN $31.70 1M 5D RIPRAP MAN $30.86 1M 5D SIGNALMAN $30.86 1M 5D SLOPER SPRAYMAN $30.86 1M 5D SPREADER (CLARY POWER OR SIMILAR TYPES) $31.34 1M 5D SPREADER (CONCRETE) $31.34 1M 5D STAKE HOPPER $30.86 1M 5D STOCKPILER $30.86 1M 5D TAMPER & SIMILAR ELECTRIC, AIR & GAS $31.34 1M 5D TAMPER (MULTIPLE & SELF PROPELLED) $31.34 1M 5D i TOOLROOM MAN (AT JOB SITE) $30.86 1 M 5D TOPPER-TAILER $30.86 1M 5D i TRACK LABORER $30.86 IM 5D TRACK LINER (POWER) $31.34 1M 5D TUGGER OPERATOR $31.34 1M 5D VIBRATING SCREED (AIR, GAS, OR ELECTRIC) $30.86 1M 5D VIBRATOR $31.34 1M 5D WELDER $30.86 1M 5D WELL-POINT LABORER $31.34 1M 5D LABORERS - UNDERGROUND SEWER & WATER GENERAL LABORER $30.86 1M 5D PIPE LAYER $31.34 1M 5D LANDSCAPE CONSTRUCTION IRRIGATION OR LAWN SPRINKLER INSTALLERS $11.07 1 LANDSCAPE EQUIPMENT OPERATORS OR TRUCK $10.63 1 DRIVERS LANDSCAPING OR PLANTING LABORERS $8.42 1 http://www.lni.wa.gov/prevailingwage/jwages/20031/co l7.htm 03/06/2003 KING County - Effective: 3/5/2003 Page 6 of 11 LATHERS JOURNEY LEVEL $36.79 1M 5D MACHINISTS (HYDROELECTRIC SITE WORK) MACHINIST $16.84 1 METAL FABRICATION (IN SHOP) FITTER $15.86 1 LABORER $9.78 1 MACHINE OPERATOR $13.04 1 PAINTER $11.10 1 WELDER $15.48 1 MODULAR BUILDINGS CABINET ASSEMBLY $11.56 1 ELECTRICIAN $11.56 1 EQUIPMENT MAINTENANCE $11.56 1 PLUMBER $11.56 1 PRODUCTION WORKER $9.26 1 TOOL MAINTENANCE $11.56 1 UTILITY PERSON $11.56 1 WELDER $11.56 1 PAINTERS JOURNEY LEVEL $29.53 2B 5A PLASTERERS JOURNEY LEVEL $37.48 1R 5A PLAYGROUND & PARK EQUIPMENT INSTALLERS JOURNEY LEVEL $8.42 1 PLUMBERS & PIPEFITTERS JOURNEY LEVEL $46.81 1G 5A POWER EQUIPMENT OPERATORS ASSISTANT ENGINEERS $35.14 1T 5D 8L BACKHOE, EXCAVATOR, SHOVEL (3 YD & UNDER) $37.60 1T 5D 8L BACKHOE, EXCAVATOR, SHOVEL (OVER 3 YD & UNDER 6 $38.04 1T 5D 8L YD) BACKHOE, EXCAVATOR, SHOVEL (6 YD AND OVER WITH $38.54 1T 5D 8L ATTACHMENTS) BACKHOES, (75 HP & UNDER) $37.24 1T 5D 8L .. BACKHOES, (OVER 75 HP) $37.60 1T 5D 8L BARRIER MACHINE (ZIPPER) $37.60 1T 5D 8L BATCH PLANT OPERATOR, CONCRETE $37.60 1T 5D 8L BELT LOADERS (ELEVATING TYPE ) $37.24 1T 5D 8L BOBCAT $35.14 1T 5D 8L BROOMS $35.14 1T 5D 8L BUMP CUTTER $37.60 1T 5D 8L http://www.Ini.wa.gov/prevailingwage/jwages/20031/col7.htm 03/06/2003 KING County - Effective: 3/5/2003 Page 7 of 11 CABLEWAYS $38.04 IT 5D 8L CHIPPER $37.60 IT 5D 8L COMPRESSORS $35.14 IT 5D 8L CONCRETE FINISH MACHINE - LASER SCREED $35.14 IT 5D 8L CONCRETE PUMPS $37.24 IT 5D 8L CONCRETE PUMP-TRUCK MOUNT WITH BOOM $37.60 IT 5D 8L ATTACHMENT CONVEYORS $37.24 IT 5D 8L CRANES, THRU 19 TONS, WITH ATTACHMENTS $37.24 IT 5D 8L CRANES, 20 - 44 TONS, WITH ATTACHMENTS $37.60 IT 5D 8L CRANES, 45 TONS - 99 TONS, UNDER 150 FT OF BOOM $38.04 IT 5D 8L (INCLUDING JIB WITH ATACHMENTS) CRANES, 100 TONS - 199 TONS, OR 150 FT OF BOOM $38.54 IT 5D 8L (INCLUDING JIB WITH ATTACHMENTS) CRANES, 200 TONS TO 300 TONS, OR 250 FT OF BOOM $39.04 IT 5D 8L (INCLUDING JIB WITH ATTACHMENTS) CRANES, A-FRAME, 10 TON AND UNDER $35.14 IT 5D 8L CRANES, A-FRAME, OVER 10 TON $37.24 IT 5D 8L CRANES, OVER 300 TONS, OR 300' OF BOOM INCLUDING $39.54 IT 5_D 8L JIB WITH ATTACHMENTS CRANES, OVERHEAD, BRIDGE TYPE ( 20 - 44 TONS) $37.60 IT 5D 8L CRANES, OVERHEAD, BRIDGE TYPE ( 45 - 99 TONS) $38.04 IT 5_0 8L CRANES, OVERHEAD, BRIDGE TYPE (100 TONS & OVER) $38.54 IT 5D 8L CRANES, TOWER CRANE UP TO 175' IN HEIGHT, BASE TO $38.54 IT 5D 8L BOOM CRANES, TOWER CRANE OVER 175' IN HEIGHT, BASE TO $39.04 IT 5D 8L BOOM CRUSHERS $37.60 IT 5D 8L DECK ENGINEERIDECK WINCHES (POWER) $37.60 IT 5D 8L DERRICK, BUILDING $38.04 IT 5D 8L DOZERS, D-9 & UNDER $37.24 IT 5D 8L DRILL OILERS - AUGER TYPE, TRUCK OR CRANE MOUNT $37.24 IT 5D 8L DRILLING MACHINE $37.60 IT 5D 8L ELEVATOR AND MANLIFT, PERMANENT AND SHAFT-TYPE $35.14 IT 5D 8L EQUIPMENT SERVICE ENGINEER (OILER) $37.24 IT 5D 8L FINISHING MACHINE/BIDWELL GAMACO AND SIMILAR $37.60 IT 5D 8L EQUIP FORK LIFTS, (3000 LBS AND OVER) $37.24 IT 5D 8L FORK LIFTS, (UNDER 3000 LBS) $35.14 IT 5D 8L GRADE ENGINEER $37.24 IT 5D 8L GRADECHECKER AND STAKEMAN $35.14 IT 5D 8L HOISTS, OUTSIDE (ELEVATORS AND MANLIFTS), AIR $37.24 IT 5D 8L TUGGERS http://www.Ini.wa.gov/prevailingwage/J*wages/20031/co 17.htm 03/06/2003 KING County- Effective: 3/5/2003 Page 8 of 11 r, HORIZONTAL/DIRECTIONAL DRILL LOCATOR $37.24 1T 5D 8L HORIZONTAL/DIRECTIONAL DRILL OPERATOR $37.60 1T 5D 8L HYDRALIFTS/BOOM TRUCKS (10 TON & UNDER) $35.14 1T 5D 8L HYDRALIFTS/BOOM TRUCKS (OVER 10 TON) $37.24 1T 5D 8L LOADERS, OVERHEAD (6 YD UP TO 8 YD) $38.04 1T 5D 8L LOADERS, OVERHEAD (8 YD & OVER) $38.54 1T 5D 8L LOADERS, OVERHEAD (UNDER 6 YD), PLANT FEED $37.60 1T 5D 8L LOCOMOTIVES, ALL $37.60 1T 5D 8L MECHANICS, ALL (WELDERS) $37.60 IT 5D 8L MIXERS, ASPHALT PLANT $37.60 1T 5D 8L .. MOTOR PATROL GRADER (FINISHING) $37.60 1T 5D 8L MOTOR PATROL GRADER (NON-FINISHING) $37.24 1T 5D 8L MUCKING MACHINE, MOLE, TUNNEL DRILL AND/OR $38.04 1T 5D 8L SHIELD OIL DISTRIBUTORS, BLOWER DISTRIBUTION AND MULCH $35.14 1T 5D 8L SEEDING OPERATOR PAVEMENT BREAKER $35.14 1T 5D 8L PILEDRIVER (OTHER THAN CRANE MOUNT) $37.60 1T 5D 8L PLANT OILER (ASPHALT CRUSHER) $37.24 1T 5D 8L POSTHOLE DIGGER, MECHANICAL $35.14 1T 5D 8L POWER PLANT $35.14 1T 5D 8L PUMPS, WATER $35.14 1T 5D 8L QUAD 9, D-10, AND HD-41 $38.04 1T 5D 8L REMOTE CONTROL OPERATOR ON RUBBER TIRED $38.04 1T 5D 8L EARTH MOVING EQUIP RIGGER AND BELLMAN $35.14 1T 5D 8L ROLLAGON $38.04 1T 5D 8L ROLLER, OTHER THAN PLANT ROAD MIX $35.14 1T 5D 8L ROLLERS, PLANTMIX OR MULTILIFT MATERIALS $37.24 1T 5D 8L ROTO-MILL, ROTO-GRINDER $37.60 1T 5D 8L SAWS, CONCRETE $37.24 1T 5D 8L SCRAPERS - SELF PROPELLED, HARD TAIL END DUMP, $37.60 1T 5D 8L ARTICULATING OFF-ROAD EQUIPMENT ( UNDER 45 YD) .r SCRAPERS - SELF PROPELLED, HARD TAIL END DUMP, $38.04 1T 5D 8L ARTICULATING OFF-ROAD EQUIPMENT (45 YD AND OVER) SCRAPERS, CONCRETE AND CARRY ALL $37.24 1T 5D 8L SCREED MAN $37.60 1T 5D 8L SHOTCRETE GUNITE $35.14 1T 5D 8L SLIPFORM PAVERS $38.04 1T 5D 8L SPREADER, TOPSIDE OPERATOR - BLAW KNOX $37.60 1T 5D 8L SUBGRADE TRIMMER $37.60 1T 5D 8L TRACTORS, (75 HP & UNDER ) $37.24 1T 5D 8L http://www.Ini.wa.gov/prevailingwage/jwages/20031/co 17.htm 03/06/2003 KING County - Effective: 3/5/2003 Page 9 of 11 TRACTORS, (OVER 75 HP) $37.60 1T 5D 8L TRANSFER MATERIAL SERVICE MACHINE $37.60 1T 5D 8L TRANSPORTERS, ALL TRACK OR TRUCK TYPE $38.04 1T 5D 8L TRENCHING MACHINES $37.24 1T 5D 8L TRUCK CRANE OILER/DRIVER ( UNDER 100 TON) $37.24 1T 5D 8L TRUCK CRANE OILER/DRIVER (100 TON & OVER) $37.60 1T 5D 8L WHEEL TRACTORS, FARMALL TYPE $35.14 1T 5D 8L YO YO PAY DOZER $37.60 1T 5D 8L POWER EQUIPMENT OPERATORS- UNDERGROUND SEWER & WATER E (SEE POWER EQUIPMENT OPERATORS) $0.00 POWER LINE CLEARANCE TREE TRIMMERS JOURNEY LEVEL IN CHARGE $31.05 4A 5A SPRAY PERSON $29.39 4A 5A TREE EQUIPMENT OPERATOR $29.79 4A 5A TREE TRIMMER $27.60 4A 5A TREE TRIMMER GROUNDPERSON $20.28 4A 5A REFRIGERATION & AIR CONDITIONING MECHANICS MECHANIC $44.76 1G 5A RESIDENTIAL BRICK & MARBLE MASONS JOURNEY LEVEL $27.05 1 RESIDENTIAL CARPENTERS JOURNEY LEVEL $23.47 1_ RESIDENTIAL CEMENT MASONS JOURNEY LEVEL $22.64 1 RESIDENTIAL DRYWALL TAPERS JOURNEY LEVEL $36.64 1J 513 RESIDENTIAL ELECTRICIANS JOURNEY LEVEL $26.24 1_ RESIDENTIAL GLAZIERS JOURNEY LEVEL $25.84 2E 5G RESIDENTIAL INSULATION APPLICATORS JOURNEY LEVEL $17.60 1_ RESIDENTIAL LABORERS JOURNEY LEVEL $18.12 1 RESIDENTIAL PAINTERS JOURNEY LEVEL $18.36 1. RESIDENTIAL PLUMBERS & PIPEFITTERS JOURNEY LEVEL $22.95 1 RESIDENTIAL REFRIGERATION & AIR CONDITIONING MECHANICS JOURNEY LEVEL $44.76 1G 5A RESIDENTIAL SHEET METAL WORKERS 20031/col7.htm 03/06/2003 http://www.lm.wa.gov/prevaihngwage%wages/ 0 KING County - Effective: 3/5/2003 Page 10 of 11 JOURNEY LEVEL (FIELD OR SHOP) $19.48 1 RESIDENTIAL SOFT FLOOR LAYERS JOURNEY LEVEL $30.58 1B 5A RESIDENTIAL SPRINKLER FITTERS (FIRE PROTECTION) JOURNEY LEVEL $24.86 1 B 5C RESIDENTIAL TERRAZZO/TILE FINISHERS JOURNEY LEVEL $26.30 1 RESIDENTIAL TERRAZZO/TILE SETTERS JOURNEY LEVEL $34.23 1H 5A ROOFERS ,r JOURNEY LEVEL $33.78 1R 5A USING IRRITABLE BITUMINOUS MATERIALS $36.78 1R 5A SHEET METAL WORKERS JOURNEY LEVEL (FIELD OR SHOP) $42.63 1_J 6L SIGN MAKERS & INSTALLERS (ELECTRICAL) SIGN INSTALLER $23.36 1 SIGN MAKER $16.84 1 SIGN MAKERS & INSTALLERS (NON-ELECTRICAL) SIGN INSTALLER $17.31 1 SIGN MAKER $15.61 1 SOFT FLOOR LAYERS JOURNEY LEVEL $30.58 1 B 5A SOLAR CONTROLS FOR WINDOWS JOURNEY LEVEL $12.44 1 5S SPRINKLER FITTERS (FIRE PROTECTION) JOURNEY LEVEL $44.84 1B 5C STAGE RIGGING MECHANICS (NON STRUCTURAL) JOURNEY LEVEL $13.23 1 SURVEYORS CHAIN PERSON $9.35 1 INSTRUMENT PERSON $11.40 1 PARTY CHIEF $13.40 1 Mr TELEPHONE LINE CONSTRUCTION - OUTSIDE CABLE SPLICER $25.42 2B 5A HOLE DIGGER/GROUND PERSON $13.51 2B 5A INSTALLER (REPAIRER) $24.31 2B 5A JOURNEY LEVEL TELEPHONE LINEPERSON $23.53 2B 5A SPECIAL APPARATUS INSTALLER 1 $25.42 2B 5A SPECIAL APPARATUS INSTALLER II $24.87 2B 5A TELEPHONE EQUIPMENT OPERATOR (HEAVY) $25.42 2B 5A TELEPHONE EQUIPMENT OPERATOR (LIGHT) $23.53 2B 5A http://www.Ini.wa.gov/prevallingwage/jwages/20031/col7.htm 03/06/2003 .r KING County - Effective: 3/5/2003 Page 11 of 11 TELEVISION GROUND PERSON $12.73 2B 5A TELEVISION LINEPERSON/INSTALLER $17.47 2B 5A TELEVISION SYSTEM TECHNICIAN $21.10 2B 5A TELEVISION TECHNICIAN $18.82 2B 5A TREE TRIMMER $23.53 2B 5A TERRAZZO WORKERS & TILE SETTERS JOURNEY LEVEL $34.23 1H 5A TILE, MARBLE & TERRAZZO FINISHERS FINISHER $28.06 1 H 5A TRAFFIC CONTROL STRIPERS JOURNEY LEVEL $28.97 1 K 5A TRUCK DRIVERS ASPHALT MIX ( TO 16 YARDS) $34.89 1T 5D 8L ASPHALT MIX (OVER 16 YARDS) $35.47 1T 5D 8L DUMP TRUCK $34.89 1T 5D 8L DUMP TRUCK & TRAILER $35.47 1T 5D 8L OTHER TRUCKS $35.47 1T 5D 8L TRANSIT MIXER $23.45 1 WELL DRILLERS & IRRIGATION PUMP INSTALLERS IRRIGATION PUMP INSTALLER $17.71 1__ OILER $12.97 1 WELL DRILLER $17.68 1 http://www.Ini.wa.gov/prevailingwage/jwages/20031/col7.htm 03/06/2003 M FABRICATED PRECAST CONCRETE PRODUCTS - Effective: 3/5/2003 Pagel of 2 State of Washington DEPARTMENT OF LABOR AND INDUSTRIES Prevailing Wage Section -Telephone (360) 902-5335 PO Box 44540, Olympia, WA 95504-4540 Washington State Prevailing Wage Rates for Public Works Contracts The PREVAILING WAGES listed here include both the hourly wage rate and the hourly rate of fringe benefits. On public works projects, workers'wage and benefit rates must add to not less than this total. A brief description of overtime calculation requirements is provided by clicking on the benefit code. FABRICATED PRECAST CONCRETE PRODUCTS Effective 3/5/2003 Benefit Code_Key Prevailing Overtime Holiday Note Classification Wage Code Code Code Counties Covered: ADAMS, ASOTIN, BENTON, COLUMBIA, DOUGLAS, FERRY, GARFIELD, GRANT, LINCOLN, OKANOGAN, PEND OREILLE, STEVENS, WALLA WALLA AND WHITMAN ALL CLASSIFICATIONS $9.96 1 Counties Covered: CHELAN, KITTITAS, KLICKITAT AND SKAMANIA ALL CLASSIFICATIONS $8.61 1 Counties Covered: CLALLAM, CLARK, COWLITZ, GRAYS HARBOR, ISLAND, JEFFERSON, KITSAP, LEWIS, MASON, PACIFIC, SAN JUAN, SKAGIT, SNOHOMISH, THURSTON AND WAHKIAKUM ALL CLASSIFICATIONS $13.50 1 Counties Covered: FRANKLIN ALL CLASSIFICATIONS $11.50 1 Counties Covered: KING ALL CLASSIFICATIONS $11.35 2K 6S Counties Covered: PIERCE ALL CLASSIFICATIONS $9.28 1 Counties Covered: SPOKANE ALL CLASSIFICATIONS $20.23 1 Counties Covered: WHATCOM http://www.Ini.wa.gov/prevallingwage/J*wages/2003 I/FABR.htm 03/06/2003 FABRICATED PRECAST CONCRETE PRODUCTS -Effective: 3/5/2003 Page 2 of 2 ALL CLASSIFICATIONS $13.67 1 - Counties Covered: YAKIMA CRAFTSMAN $8.65 1 LABORER $7.01 1 PRODUCTION WORKER $7.15 1 http://www.lni.wa.gov/prevailingwage/jwages/20031/FABR.htm 03/06/2003 INDUSTRIAL ENGINE AND MACHINE MECHANICS - Effective: 3/5/2003 Page 1 of 1 State of Washington " DEPARTMENT OF LABOR AND INDUSTRIES Prevailing Wage Section -Telephone (360) 902-5335 PO Box 44540, Olympia, WA 98504-4540 Washington State Prevailing Wage Rates for Public Works Contracts The PREVAILING WAGES listed here include both the hourly wage rate and the hourly rate of fringe benefits. On public works projects, workers'wage and benefit rates must add to not less than this total. A brief description of overtime calculation requirements is provided by clicking on the benefit code. INDUSTRIAL ENGINE AND MACHINE MECHANICS Effective 3/5/2003 Benefit Code Key Prevailing Overtime Holiday Note Classification Wage Code Code Code Counties Covered: ADAMS, ASOTIN, BENTON, CHELAN, CLALLAM, CLARK, COLUMBIA, COWLITZ, DOUGLAS, FERRY, FRANKLIN, GARFIELD, GRANT, GRAYS HARBOR, ISLAND, JEFFERSON, KING, KITSAP, KITTITAS, KLICKITAT, LEWIS, LINCOLN, MASON, OKANOGAN, PACIFIC, PEND OREILLE, PIERCE, SAN JUAN, SKAGIT, SKAMANIA, SNOHOMISH, SPOKANE, STEVENS, THURSTON, WAHKIAKUM, WALLA WALLA, WHATCOM, WHITMAN AND YAKIMA MECHANIC $15.65 1 http://www.Ini.wa.gov/prevallingwage/J*wages/20031/fNDE.htm 03/06/2003 METAL FABRICATION (IN SHOP) - Effective: 3/5/2003 Page 1 of 3 State of Washington DEPARTMENT OF LABOR AND INDUSTRIES Prevailing Wage Section -Telephone (360) 902-5335 PO Box 44540, Olympia, WA 98504-4540 Washington State Prevailing Wage Rates for Public Works Contracts The PREVAILING WAGES listed here include both the hourly wage rate and the hourly rate of fringe benefits. On public works projects, workers'wage and benefit rates must add to not less than this total. A brief description of overtime calculation requirements is provided by clicking on the benefit code. METAL FABRICATION (IN SHOP) Effective 3/5/2003 Benefit Code Key Prevailing Overtime Holiday Note Classification Wage Code Code Code Counties Covered: ADAMS, ASOTIN, COLUMBIA, DOUGLAS, FERRY, FRANKLIN, GARFIELD, KITTITAS, LINCOLN, OKANOGAN, PEND OREILLE, STEVENS, WALLA WALLA AND WHITMAN FITTER/WELDER $12.76 1 LABORER $8.13 1 MACHINE OPERATOR $12.66 1 PAINTER $10.20 1 Counties Covered: BENTON LABORER $7.06 1 MACHINE OPERATOR $10.53 1 PAINTER $9.76 1 WELDER $16.70 1 Counties Covered: CHELAN FITTER $15.04 1 LABORER $8.77 1 MACHINE OPERATOR $9.71 1 PAINTER $9.93 1 WELDER $12.24 1 Counties Covered: CLALLAM, GRAYS HARBOR, ISLAND, JEFFERSON, LEWIS, MASON, PACIFIC, SAN JUAN AND SKAGIT FITTERIWELDER $15.16 1 http://www.Ini.wa.gov/prevailingwage/jwages/20031/META.htm 03/06/200') METAL FABRICATION (IN SHOP) - Effective: 3/5/2003 Page 2 of 3 LABORER $11.13 1 MACHINE OPERATOR $10.66 1 PAINTER $11.41 1 Counties Covered: CLARK FITTER $23.69 1J 6U LABORER $17.21 1J 6U LAYEROUT $24.06 1J 6U MACHINE OPERATOR $17.86 1J 6U PAINTER $20.51 1J 6U WELDER $23.13 1J 6U Counties Covered: COWLITZ FITTER $21.99 1B 6V LABORER $15.87 1B 6V MACHINE OPERATOR $21.99 1B 6V WELDER $21.99 1B 6V Counties Covered: GRANT FITTER/WELDER $10.79 1 PAINTER $7.45 1 Counties Covered: KING FITTER $15.86 1 LABORER $9.78 1 MACHINE OPERATOR $13.04 1 PAINTER $11.10 1 WELDER $15.48 1 Counties Covered: KITSAP FITTER $26.96 1 LABORER $7.01 1 MACHINE OPERATOR $13.83 1 WELDER $13.83 1 Counties Covered: KLICKITAT, SKAMANIA AND WAHKIAKUM FITTERIWELDER $16.99 1 LABORER $10.44 1 MACHINE OPERATOR $17.21 1 PAINTER $17.03 1 Counties Covered: PIERCE FITTER $1525 1 http://www.lni.wa.gov/prevallingwage/J*wages/2003I/META.htm 03/06/2003 METAL FABRICATION (IN SHOP) - Effective: 3/5/2003 Page 3 of 3 LABORER $9.25 1 MACHINE OPERATOR $13.98 1 WELDER $13.98 1 Counties Covered: SNOHOMISH FITTER/WELDER $15.38 1 LABORER $9.79 1 MACHINE OPERATOR $8.84 1 PAINTER $9.98 1 Counties Covered: SPOKANE FITTER $12.59 1_ LABORER $7.98 1_ MACHINE OPERATOR $13.26 1 PAINTER $10.27 1 WELDER $10.80 1 Counties Covered: THURSTON FITTER $22.51 1R 6T LABORER $14.56 1R 6T LAYEROUT $24.49 1R 6T MACHINE OPERATOR $17.53 1R 6T WELDER $20.51 1R 6T Counties Covered: WHATCOM FITTER/WELDER $13.81 1 LABORER $9.00 _1_ MACHINE OPERATOR $13.81 1_ Counties Covered: YAKIMA FITTER $12.00 1 LABORER $10.31 1 MACHINE OPERATOR $11.32 1 PAINTER $12.00 1 WELDER $11.32 1 http://www.Ini.wa.gov/prevallingwage/J*wages/20031/META.htm 03/06/2003 SHEET METAL WORKERS - Effective: 3/5/2003 Page 1 of 2 ai State of Washington DEPARTMENT OF LABOR AND INDUSTRIES Prevailing Wage Section -Telephone (360)902-5335 PO Box 44540, Olympia, WA 98504-4540 err► Washington State Prevailing Wage Rates for Public Works Contracts The PREVAILING WAGES listed here include both the hourly wage rate and the hourly rate of fringe benefits. On public works projects, workers'wage and benefit rates must add to not less than this total. A brief description of overtime calculation requirements is provided by clicking on , the benefit code. SHEET METAL WORKERS ,r Effective 3/5/2003 Benefit Code Key " Prevailing Overtime Holiday Note Classification Wage Code Code Code Counties Covered: ADAMS, ASOTIN, CHELAN, DOUGLAS, FERRY, GRANT, LINCOLN, PEND OREILLE, SPOKANE, .. STEVENS AND WHITMAN JOURNEY LEVEL (FIELD OR SHOP) $32.00 1B 5A Counties Covered: BENTON, COLUMBIA, FRANKLIN, GARFIELD, KITTITAS, WALLA WALLA AND YAKIMA JOURNEY LEVEL (FIELD OR SHOP) $35.76 1 B 5A Counties Covered: CLALLAM, COWLITZ, GRAYS HARBOR, KING, KITSAP, MASON, PACIFIC, PIERCE, SNOHOMISH, THURSTON AND WAHKIAKUM JOURNEY LEVEL (FIELD OR SHOP) $42.63 1J 6L Counties Covered: CLARK AND SKAMANIA JOURNEY LEVEL (FIELD OR SHOP) $40.60 1 B 5A Counties Covered: ISLAND JOURNEY LEVEL (FIELD OR SHOP) $23.11 1 Counties Covered: JEFFERSON JOURNEY LEVEL (FIELD OR SHOP) $33.53 1 Counties Covered: KLICKITAT JOURNEY LEVEL (FIELD OR SHOP) $23.29 1 Counties Covered: LEWIS http://www.Ini.wa.gov/prevailingwage/J*wages/20031/SHEE.htm 03/06/2003 ` SHEET METAL WORKERS -Effective: 3/5/2003 Page 2 of 2 JOURNEY LEVEL (FIELD OR SHOP) $23.81 1 Counties Covered: OKANOGAN JOURNEY LEVEL (FIELD OR SHOP) $37.53 1 Counties Covered: w► SAN JUAN JOURNEY LEVEL (FIELD OR SHOP) $36.65 1J 5G Counties Covered: SKAGIT JOURNEY LEVEL (FIELD OR SHOP) $21.00 1 Counties Covered: WHATCOM rr JOURNEY LEVEL (FIELD OR SHOP) $24.63 1 w http://www.Ini.wa.gov/prevailingwage/J*wages/20031/SHEE.htm 03/06/2003 Department of Labor and Industries � STATEMENT OF INTENT TO Prevailing Wage R�� PAY PREVAILING WAGES (360)902-5335 www.W.wa.gov/prevailingwage '"1 .��, Public Works Contract 25.00 Filing Fee Required •This form must be typed or printed in ink. Project Name Contract# •Fill in all blanks or form will be returned for correction(see back). •Please allow a minimum of 10 working days for processing. Contract awarding Agency(public agency-not federal or private) APPROVED!FORM<WILL BE MAILED TO THIS ADDRESS nddnaa Contractor,company or agency name,address,city,state&21P+4 City State ZIP+4 Awarding Agency Project Contact Person Phone# ( ) County where work will be performed City when work will be perfomud Bid due date (m/d/y) Date contract awarded (m/d/y) Prime contractor(has contract with the public agency) Contractor Registration No. Do ou intend to use subcontractors? Do you intend to use apprentices? Yes ❑No ❑ Yes ❑No Craft/trade and occupation (Do NOT list apprentices) Rate of Rate of hourly Estimated no. hourly pay fringe benefits of workers tip top i I i t 6 Company name,address,city,state,ZIP+4 Indicate total dollar amount of your contract I hereby certify that the above information is correct and that all workers I employ on this Public Works Project will be paid no ir► less than the Prevailing Wage Rate(s) as determined by the Industrial Statistician of the Department of Labor and Industries. Contractor Registration No. UBI Title ignature Email address Phone number For L&I Use Only ( ) $25 or $. . For[&I Use Onl Check Number: ❑ APPROVED: Department of Labor and Industries Issued By: r � By Industrial Statistician F700-029-000 statement of intent to pay prevailing wages 10-02 Canary APPROVAL send white copy to Awarding Agency, r7 copy Department of Labor and Industries ,r�r�.�s AFFIDAVIT_OF-WAGES PAID Prevailing Wage (360)902-5335 , ,� Public Works Contract www.Ini.wa.gov/prevailingwage $25.00 Filing Fee Required •This form must be typed or printed in ink. project Name ContractA •Fill in all blanks or form will be returned for correction(see back). •Please allow a minimum of 10 working days for processing. Contract Awarding Agency(public agency-not federal or private) rrr Contractor,company or agency name,address,city,state&ZIP+4 City State ZIP+4 Awarding Agency Project Contact Person Phone# County where work was performed City where work was performed Bid due date (m/d/y) Date contract awarded (m/d/y) -- - - - ------------------------ _—°--- -° ——-----------•---------------— - ---- Prime contractor(has contract with the public agency) Contractor Registration No. Date work completed (m/d/y) Date Intent filed (m/d/y) Craft/trade/occupation and apprentices (For apprentices,give name, Number Total#hrs Rate of Rate of hourly registration#,trade,dates of work on project,stage of progression,wage and fringe) of Workers worked-ea trade Hourly Pay fringe benefits ---------------------------- --- — --— — ------------------ -- -— --- -- -- -- — ---— ---•--------------------------—------- ----- — --- ------- ----_- — -- ----------- -—------- —--— — — -_ ---- -- — — Company name,address,city,state,ZIP+4 Indicate total dollar amount , of your contract $ _....... ......... I hereby certify that the above information is correct and that all .,,.... . .... .........,...,,,,,..,,,.., ,. workers I employed on this Public Works Project were paid no less than the Prevailing Wage Rate(s) as determined by the Industrial Statistician of the Department of Labor and Industries. Contractor Registration No. UBI Title Signature Email address Phone number r#tlrktfi}aI7»1': ............... ( ) Chcck Number: C]$25 or $ CERTIFIED: Department of Labor and Industries Issued By: fr 4r By Industrial Statistician F700-007-000 affidavit of wages 11-02 After APPROVAL, send white copy to Awarding Agency. Canary copy-L&I CERTIFICATION OF PAYMENT OF PREVAILING WAGES Date: Project CAG No. This is to certify that the prevailing wages have been paid to our employees and our subcontractors' employees for the period from through in accordance with the Intents to Pay Prevailing Wage filed with the Washington State Department of Labor&Industries. This form will be executed and submitted prior to or with the last pay request. Company Name By: Title: r r. r WA w. OR ,w CITY OF RENTON SUPPLEMENTAL SPECIFICATIONS r r r rn SUPSPEC.DOC\ 1-01 Definitions and Terms 1-01 Definitions and Terms Department shall also refer to the Department of Division 1 Planning/Building/Public Works Administrator. Special Provisions(RC) General Requirements _odifications to the standard specifications and the spacifu�tieas and supplemental specifications that apply to an individual project. The special provisions may describe work the 1-01 Definitions and Terms specifications do not cover. Such work shall comply first with the special provisions and then with any specifications that apply. The SECTION 1-01.1ISREVISED BYADDING THE FOLLOWING: Contractor shall include all costs of doing this work within the bid prices- 1-01.1 General(RC) State(RC) The state of Washington acting through its representatives. Whenever reference is made to the State, Commission, The State shall also refer to The City of Renton and its authorized Department of Transportation Secretary of Transportation, owner, Contracting Agency or Engineer, such reference shall be representatives where applicable. deemed to mean the City of Renton acting through its City Council, Contract Documents(APWA) employees and duly authorized representatives for all contracts The component parts of the contract which may include but administered by the City of Renton. are not limited to, the Proposal Form, the Contract Form bonds insurance certificates, various other certifications and affidavit the SECTION 1-01.3 IS REVISED AND SUPPLEMENTED BY Contract Provisions, the Contract Plans, Working Drawings the THE FOLLOWING: Standard Specifications, the Standard Plans, Addendum and Change Orders. 1-01.3 Definitions(RC, APWA) Dates(APWA) Act of god(RC) Bid Opening Date(APWA) 'Act of God' means an earthquake flood cyclone, or other The date on which the Contracting Agency publicly opens and cataclysmic phenomenon of nature. A rain windstorm, high water reads the bids. or other natural phenomenon of unusual intensity for the specific Award Date(APWA, RC) locality of the work which might reasonably have been anticipated The date of the formal decision of the Contracting Agency to from historical records of the general locality of the work, shall not accept the lowest responsible and responsive Bidder for the work. be construed as an act of god. Contract Execution Date(APWA) Consulting Engineer(RC) The"date the Contracting Agency officially binds the agency to The Contracting Agency's design consultant who may or may the Contract. not administer the construction program for the Contracting Notice to Proceed Date(APWA) _ AgeticY The date stated in the Notice to Proceed on which the Contract Da time begins. Unless otherwise designated day(s) as used in the Contract Contract Completion Date(APWA, RC) Docarntnts shall be understood to mean working days. The date by which the work is contractually required to be Equal Or (RC) completed The Contract Completion Date will be stated in the Where the term "or equal" is used herein the Contracting Notice to Proceed. Revisions of this date will be authorized in Agency, or the Contracting Agency on recommendation of the writing by the Engineer whenever there is an extension to the engineer, shall be the sole judge of the quality and suitability of the Contract time. proposed substitution. Final Acceptance Date(APWA, R Ilse responsibility and cost of furnishing iixessary evidence, The date on which the Contracting Agency accepts the work demonstrations or other information required to obtain the as complete per contract requirements. a proval of alternative materials or processes by the Owner shall Material(APWA) be entirely borne by the Contractor. Any substance specified for use in the construction of the Owner project and its Nmurtenances which enters into and forms a part of The City of Renton or its authorized representative. Also the finished stricture or improvement and >s enable of being so referred to as Contracting Age ncy. used and is furnished for that purpose. Plans(R� Materialman(APWA) The contract plans and/or standard plans which show location, A person or organization who furnishes a raw material character, and dimensions of prescribed work including layouts. supply, commodity, equ ment or manufactured or fabricated profiles,cross-sections,and other details. product and does not perform labor at the Protect Site a supplier. Drawings may either be bound in the same book as the Notice of Award (APWA) balance of the Contract Documents or bound m separate sets, and The written notice from the Contracting APency to the are a part of the Contract Documents regardless of the method of successful Bidder signifying the Contracting A aPMy s acceptance binding. of the Bid. The terms "Standard Drawings' or "Standard Details" Notice to Proceed(APWA) Agency v or Engineer The written notice from the Contracting . ge generally used in specifications refers to drawings bound either the Contractor to with the specification documents or included with the Plans or the to the Contractor authorizing and directing City of Renton Standard Plans. proceed with thi Work and establishing the date on Whisk the Secretary,Secretary of Transportation(RC) Contract Time begins. The chief executive officer of the Department and other authorized representatives. The chief executive officer to the Page-SP-1 Revision Date:May 19, 1997 1-02 Bid Procedures and Conditions 1-03 Award and Execution o=tract 1-02 Bid Procedures and Conditions Within 5 (five) years from the date of submission, Failure to so label such materials or failure to timely respond after notice of SECTION 1-02.1 IS DELETED AND REPLACED BY THE request for public disclosure has been given shall be demd a FOLLOWING: waiver by the submitting vendor of any claim chit such awls are, in fact, so exempt. 1-02.1 Qualifications of Bidder (APWA) SECTION 1-02.12 IS SUPPLEMENTED BY ADDING THE Bidders shall be qualified by experience financing FOLLOWING. equipment, and organization to do the work called for in the 1-02.12 Public Opening of Pro Contract Documents. The Contracting Agency reserves the right to p g Proposals Lake whatever action it deems necessary to ascertain the ability of The Contracting Agency reserves the right to postpone ,s the Bidder to perform the work satisfactorily. This action may date and time for bidopenmg. NottficaUOn to bidder watt t he include a pre qualification procedure prior to the Bidder being addenda. furnished a proposal form on any contract or a preaward survey of the Bidder's qualifications prior to award. SECTION I-02.13 PARAGRAPH]IS REVISED AS FOLLOWS: SECTION 1-02.2 IS DELETED AND REPLACED BY THE 1-02.13 Irregular Proposals (RQ FOLLOWING: a. The bidder is not prequalified when so ret wired; 1-02.2 Bid Documents(APWA) SECTION I-02.14 IS REVISED IN ITEM 3 IN PARAGRAPH I Information as to where Bid Documents can be obtained or TO READ: reviewed will be found in the Call for Bids for the Work placed in 1-02.14 Disqualification of Bidders(APWA� the Contracting Agency's official newspaper. SECTION 1-02.4(2) IS SUPPLEMENTED BY REVISING 3. A bidder is not prequalified for the work or to the full SENTENCE I, PARAGRAPH I TO READ: extent of the bid; 1-02.4(2) Subsurface Information(APWA) 1-03 Award and Execution of Contract If the Contracting Agency has made subsurface investigation of the site of the proposed work, the boring log data and soil SECTION 1-03.1 IS SUPPLEMENTED AS FOLLOWS. sample test data and geotechnit al reports accumulated by the Contracting Agency will be made available for inspection by the 1-03.1 Consideration of Bids_(RC, APWA) bidders' The total of extensions, corrected where necessary, and SECTION 1-02.5 IS SUPPLEMENTED BY ADDING THE including sales taxes where applicable will be used by the FOLLOWING: Contracting Agency for award purposes and to fix the amount of the contract bond_ 1-02.5 Proposal Form (APWA) All bids will be based on total sum of all schedules of prices. The Engineer reserves the right to arrange the Bid Forms with No partial bids will be accepted unless so Stated in the call for bids Alternates, Additives,or Deductives, if such be to the advantage of or special provisions. The City reserves the right however to award all or any schedule of a bid to the lowest bidder at its the Contracting Agency. The Bidder shall bid on all Additives Deductives, or Alternates set forth in the Proposal Forms unless discretion. otherwise specified in the Special Provisions. SECTION I-03.2 IS SUPPLEMENTED BY ADDING THE SECTION 1-02.6 IS SUPPLEMENTED BY ADDING THE FOLLOWING: FOLLOWING. 1-03.2 Award of Contract(RC) 1-02.6 Preparation of Proposal (RC) The contract, bond form and all other forms requiring All prices shall be in legible figures and(not-words) execution, together with a list of all other forms or documents (net- ds)written in required to be submitted by the successful bidder, will be ink or typed. The proposal shall include: 1. A unit price for each item (omitting digits more than four forwarded to the successful bidder within 10 days of the award. The number of copies to be executed by the Contractor shall be places to the right of the decimal point), each unit price shall also determined by the Contracting Agency be written in words; where a conflict arises the written words shall prevail. SECTION I-03.3 IS REVISED AND SUPPLEMENTED AS SECTION I-02.6(l) IS AN ADDED SUPPLEMENTAL FOLLOWS. SECTION. 1-03.3 Execution of Contract (APWA, RC) 1-02.6(l) Proprietary Information (RC) Within 20 10 calendar days after receipt from the City of the Vendors should, in the bid proposal identify clearly any forms and documents required to be completed by the material(s) which constitute "(valuable) formula designs Contractortl4- d�, the successful bidder shall return the drawings, and research data" so as to be exempt from public signed Contracting Agency-prepared contract, an insurance disclosure, RCW 42.17.310 or any materials otherwise claimed to certification as required by Section 1-07.18, and a satisfactory bond be exempt, along with a Statement of the basis for such claim of as required by law and Section 1-03.4. If the bidder experiences exemption. The Department (or State) will give notice to the circumstances beyond their control that prevents return of the vendor of any request for disclosure of such information received contract documents within 20 10 calendar days after the award f — Page-SP-2 Revision Date:May 19, 1997 1-04 Scope of the Work 1-05 Control of Work date, the Contracting Agency may grant up to a maximum of 20 10 SECTION 1-04.4 IS SUPPLEMENTED WITH THE additional calendar days for return of the documents, provided the FOLLOWING: Contracting Agency deems the circumstances warrant it. 1-04.4 Changes C) The Contracting Agency is prohibited by RCW 39.06.010 from executing a contract with a Contractor who is not registered Renton does not have a formal policy or guidelines on cost or licensed as required by the laws of the state. In addition, the reduction alternatives but will evaluate such proposals by the Contracting A city requires persons doing business with the Contractor on a case-by-case basis. Contracting Agency to possess a valid City of Renton business SECTION 1-04.11 IS SUPPLEMENTED AS FOLLOWS. license prior to award. When the Bid Form provides spaces for a business license 1-04.11 Final Cleanup C number, a Washington State Contractors registration number, or both the Bidder shall insert such information in the spaces 3. All salvage material as noted on the plans and taken from provided The Contracting Agency requires legible copies of the any of the discarded facilities shall, at the engineer's discretion be Contractor's Registration and business license be submitted to the carefully salvaged and delivered to the City shops. Any cost Engineer as part of the Contracting Agency's post-award incurred in salvaging and delivering such items shall be considered information and evaluation activities. incidental to the project and no compensation will be made. The contract price for "Finish and Cleanup,_lump sum,' shall SEMON 1-03.4 IS SUPPLEMENTED BY ADDING THE be full compensation for all work, equipment and materials FOLLOWING TO THE FIRST PARAGRAPH: required to perform final cleanup. If this pay item does not appear 1-03.4 Contract Bond (APWA) in the contract documents then final dean up shall be considered incidental to the contract and to other pay item and no further 5 Be accompanied by a power of attorney for the Surety's compensation shall be made. officer empowered to sign the bond. 7 Be signed by an officer of the Contractor empowered to 1-05 Control of Work sin official statements (sole proprietor or partner). If the Contractor is a corporation the bond must be srgned by the SECTION 1-05.3 IS REVISED AS FOLLOWS: resident or vk"resident unless accompanied by written Proof of the authority of the indrvtdual signing the bond to bind the 1-05.3 Plans and Working Drawings RC " _ corporation C e corporate resolution power of attorney or a letter Contractor shall submit supplemental working drawings to such effect by the president or vice-president). as required for the performance of the wont.The drawings shall be on sheets measuring *14-by-W_jg_by 34 inches or on sheets with 1-04 Scope of the Work di pensions in multiples of 8-1/2 by 11 inches. SECTION 1-04.1 IS SUPPLEMENTED BY ADDING THE SECTION 1-05.4 IS SUPPLEMENTED BY ADDING THE FOLLOWING. FOLLOWING: 1-04.1 .Dent of the Contract C 1-05.4 Conformity with and Deviations from Plans and Stakes(RC) The Contractor is encouraged to provide to the Engineer prior an estimate of lump sum work acxomplished If the protect calls for Contractor supplied surveying, the to progress payments Contractor shall provide all required survey workinclud , ing such to date The Engineer's calculations and decisions shall be final m rtgard to the actual percentage of any lump sum pay item work as mentioned in Sections 1-05.4, 1-05.5;1-11 and elsewhere actual and eligible for payment unless anomcx spa.�n in these specifications as being provided by the Engineer. nxthod of calculating lump sum payments is provided elsewhere in SEC77ON 1-05.5 THE VACANT SECTION IS REPLACED BY the specifications. THE FOLLOWING: SECTTON 1-04.2 IS REVISED AS FOLLOWS: 1-05.5 Construction Stakes (RC) 1-04.2 Coordination of Contract Documents, Plans, If the project calls for Contractor supplied sury eying, the Special Provisions Specifications, and Addenda Contractor shall provide all required survey work including such (RQ work as mentioned in Sections 1-05.4 1-05.5 1-11 and elsewhere in the arts of the contras shall be resolved in these specifications as being provided by the__Engin�r• All on Any inconsistency p for thus survey work shall be included in Contractor Supplied by following this order of precedence (e.g., I presiding over 2, 3, Surveying,"per lump sum.. 4,5,6,and 7;2 presiding over 3,4,5,6,and 7; and so forth): 1. Addenda 1-05.5(1) General (APWA, RC) 2. Proposal Form surveyor will provide 3. Special Provisions "The Engineer or Contractor supplied sury Y airs eraaca 4. Contract Plans construction stakes and marks establishing hies slowtll perform 5. Amendments to the Standard Specifications as stipulated in Sections 1-05 5{1) and 1-05. a full 6. Supplemental Specifications. such work ection 1-11. The Contrasor shall assum excavation 7. Standard Plans responsibility for detailed dimensions elevations and a 6.8. Standard Specifications slopes measured from the Engineer or Contractor suPPiicu surveyor furnished stakes and marks. t- Page-SP-3 Revision Date:May 19, 1997 1-05 Control of Work 1-05 Control of Work The Contractor shall provide a work site which has been with major grade changes shall be slope staked to establi_she prepared to permit construction staking to proceed in a safe and before offset hubs are set. orderly manner. The Contractor shall keep the Engineer or Contractor supplied surveyor informed of staking requirements and 1-05.5 Bridge and Structure Surveys (APW A 1 provide at least 48 hours notice to allow the Engineer or Contractor For all structural work such as bridges and retaining walls the supplied surveyor adequate time for setting stakes. Contractor shall retain as a part of Contractor organ_ iya an Stakes, marks, and other reference points, including existing experienced team of surveyors under direct supervision of as monumentation, set by Contracting Agency forces shall be licensed surveyor. The Contractor shall ensure that requild carefully preserved by the Contractor. The Contractor will be measurements and locations, match and fulfill nie mtended charged for the costs of replacing stakes, markers and dimensions. The Contractor shall provide all surveys required to nmumentation that were not to be disturbed but were destroyed or complete the structure, except the following primary Survey control damaged by the Contractor's operations. This charge will be which will be provided by the Engineer: deducted from monies due or to become due to the Contractor. 1. Centerline or offsets to centerline of the structure. Any claim by the Contractor for extra compensation by reason 2. Stations of abutments and pier centerlines. of alterations or reconstruction work allegedly due to error in the 3. A sufficient number of bench marks for levels t� o enable Engineer's line and grade, will not be allowed unless the original the Contractor to set grades at reasonably short distances control points set by the Engineer still exist, or unless other 4. Monuments and control points as shown on the satisfactory-substantiating evidence to prove the error is furnished Drawings. the Engineer.Three consecutive points set on line or grade shall be The Contractor shall establish all secondary survey controls the minimum points used to determine any variation from a straight both horizontal and vertical, as necessary to assure proper line or grade. Any such variation shall, upon discovery, be placement of all project elements based on the primary control resorted to the Engineer. In the absence of such report the points provided by the Engineer. Survey work shall be within the Contractor shall be liable for any error in alignment or grade. following tolerances: The Contractor shall provide all surveys required other than 1. Stationing +.01 foot those to be performed by the Engineer. All survey work shall be 2. Alignment +.01 foot(between successive points) done in accordance with Section 1-11 SURVEYING STANDARDS 3. Superstructure Elevations+.01 foot(from plan elevations) of dxse specifications. 4. Substructure Elevations+.05 foot(from plan elevations) The Contractor shall keep updated survey field notes in a During the progress of the Work, the Contactor shall make standard field book and in a format set by the Engineer, per Section available to the Engineer all field books including survey 1-11.1(3). These field notes shall include all survey work information, footing elevations,cross sections and quantities. performed by the Contractor's surveyor in establishing line, grade The Contractor shall be fully responsible for the close and slopes for the construction work. Copies of these field notes coordination of field locations and measurements with appropriate shall be provided the Engineer upon request and upon completion dimensions of structural members being fabricated. of the contract work the field book or books shall be submitted to the Engineer and become the property of the Contracting Agency. 1-05.5(4) Contractor Supplied Surveying(RC) If the survey work provided by the Contractor does not meet When the contract provides for Contractor Supplied the standards of the Engineer, then the Contractor shall, upon the Surveying, the Contractor shall supply the survey work required Engineer's written request, remove the individual or individuals for the project. The Contractor shall retain as a part of the doing the survey work and the survey work will be completed by Contractor Organization an experienced team of stttveyors under the Engineer at the Contractor's expense. Costs for completing the the direct supervision of a professional land surveyor licensed by survey work required by the Engineer will be deducted from the State of Washington. All survey work shall be done in monies due or to become due the Contractor. accordance with Sections 1-05.4, 1-05.5 and 1-11. All costs for survey work required to be performed by the The Contractor and/or Surveyor shall inform the Engineer in Contractor shall be included in the prices bid for the various items writing of any errors,discrepancies and omissions to the plans that which comprise the improvement or be included in the bid item for prevent the Contractor and/or Surveyor from constructing the "Contractor Supplied Surveying" per lump sum if that item is project in a manner satisfactory to the Engineer. All errors, included in the contracts. discrepancies, and omissions must be corrected to the satisfaction of the Engineer before the survey work may be continued. 1-05.5(2) Roadway and Utility Surveys (APWA) The Contractor shall coordinate his work with the Surveyor The Engineer shall furnish to the Contractor one time only, or and perform his operations in a manner to protect all survey stakes Contractor supplied surveyor will provide as needed, all principal from harm. The Contractor shall inform the Surveyor of the litres, grades, and measurements the Engineer deems necessary for Contractor's intent to remove any survey stakes and/or points completion of the Work. These shall generally consist of one initial before physically removing them. set of: The surveyor shall be responsible for maintaining As-Built 1. Slope stakes for establishing grading records for the project The Contractor shall coordinate his 2. Curb grade stakes, operations and assist the Surveyor in maintaining accurate As-Built 3. Centerline finish grade stakes for pavement sections records for the project. wider than 25 feet,and If the Contractor and Surveyor fail to provide as directed by 4. Offset points to establish line and grade for underground the Engineer and/or these plans and specifications accurate As- utilities such as water, sewers, and storm drains (with offsets 50' Built records and other work the Engineer deems necessary, the max interval). Engineer may elect to`provide at Contractor expense a surveyor to On alley construction projects with minor grade changes the provide all As-Built records and other work as directed by the Engineer or Contractor supplied surveyor shall provide offset hubs Engineer. The Engineer shall deduct expenses incurred by the on one side of the alley to establish the alignment and grade. Alleys Engineer-supplied surveying from moneys owed to the Contractor- Page-SP-4 Revision Date:May 19, 1997 1-05 Control of Work 1-05 Control of Work Payment per Section 1-04.1 for all work and materials provided by this Section nor shall the exercise of this right diminish required for the full and complete survey work required to the Contracting Agency's right to pursue any other avenue or complete the project and as-built drawings•shall be included in the additional remedy or damages with respect to the Contractor's Jump sum price for 'Contractor Supplied Surveying." failure to perform the Work as required. 1-05.5 Contractor Provided As-Built Information SECTION 1-05.10 IS SUPPLEMENTED BY ADDING THE FOLLOWING: It shall be the contractors responsibility to record the location 1-05.10 Guarantees (APWA,RQ prior to the backfilling of the trenches by centerline station, offset, and depth below pavement of all existing utilities uncovered or If within one year after the Acceptance Date of the Work by the Contracting Agency, defective and unauthorized Work is crossed during his work as covered under this project. It shall be the contractors responsibility to have his surveyor discovered, the Contractor shall promptly, upon written order by locate by centerline station offset and elevation each major item of the Contracting Agency, return and in accordance with the work done under this contract per the survey standard of Section 1 Engineer's instructions, either correct such Work or if such Work I L. Maior items of work shall include but not be limited to: has been rejected by die Engineer, remove it from the Proiect Site Manholes Catch basins and Inlets, Valves, vertical and and replace it with non defective and authorized Work all without Horizontal Bends Junction boxes, Cleanouts, Side Sewers, Street cosh Agency. If the Contractor does not Lights & Standards Hydrants Major Changes in Design Grade, promptly comply with the written order to correct defective and Vaults Culverts Signal Poles Electrical Cabinets. unauthorized Work, or if an emergency exists the Contracting After the completion of the work covered by this contract,the Agenc1Y reserves the right to have defective and unauthorized Work contractors surveyor shall provide to the City the hard covered corrected or removed and replaced pursuant to Section 1-05.8 field book(s) containing the as-built notes and one set of white "Owner's Right to Correct Defective and Unauthorized Work.` prints of the project drawings upon which he has plotted the notes . The Contractor agrees the above one year limitation shall not of the contractor locating existing utilities and one set of white exclude or diminish the Contracting Agency's rights under any law prints of the project drawings upon which he has plotted the as- to obtain damages and recover costs resulting from defective and built location of the new work as he recorded in the field book(s). unauthorized work discovered after one year but prior to the This drawing shall bear the surveyors seal and signature cemfying expiration of the legal time period set forth in RCW 4.16.040 limiting actions upon a contract in writing, or liability expressed or it's aoeuracy. implied arising out of a written agreement. All costs for as--built work shall be included in the contract ic 'Contractor Supplied Surveying." The Contractor shall warrant good title to all materials, on supplies and equipment purchased for or incorporated in the TSB VACANT SECTION 1-05.8 IS REPLACED BY. Work Nothing contained in this paragraph•however, shall defeat 1-05.8 Contracting Agency's Right to Correll or impair the right of persons furnishing materials or labor, to recover under any bond given by the Contractor for their Defective and Unauthorized Work (APWA) protection or any rights under any law permitting such persons to If the Contractor fails to remedy defective or unauthorized look to funds due the Contractor in the hands of the Contracting work within the time specified in a written notice from the Agmcy. Engineer, or fails to perform any part of the Work required by the The provisions of this paragraph shall be inserted in all Contract Documents the Engineer may correct and remedy such subcontracts and material contracts, and notice of its provisions work as may be identified in the written notice by such means as shall be given to all persons furnishing materials for the Work die Engineer may deem necessary, including the use of Contracting when no formal contract is entered into for such materials. Agency forces. Section 1-05.11 is deleted and the first two sentences of the If the Contractor fails to comply with a written order to fourth paragraph of section 1-08.9 is deleted and replaced by the remedy what the Engineer determines to be an emergency following: situation the Engineer may have the defective and unauthorized 1-05.11 Final Inspection(APWA) Work corrected immediately, have the rejected Work removed and replaced or have Work the Contractor refuses to perform completed by using Contracting Agency or other forces. An 1-05 11(1) Substantial Completion Date (APWA) emergency situation is any situation which m the opinion of the When the Contractor considers the work to be substant> Engineer, a delay in its remedy could be potentially unsafe, or complete the Contractor shall so notify the Engineer and u inivht cause serious risk of loss or damage to the public. the Engineer establish the Substantial Completion Date.-To be Direct or indirect costs incurred by the Contracting Agency considered substantially complete the following conditions must be attributable to correcting and remedying defective or unauthorized met: Work or Work the Contractor failed or refused to perform, shall 1. The Contracting Agency must have full and mtioun1 am be paid by the Contractor. Payment will be deducted by the use and benefit of the facilities both from the ope Engineer from monies due or to become due the Contractor. Such safety standpoint. direct and indirect costs shall include in particular, but without 2 Only minor incidental work replacement of tempura limitation compensation for additional professional services substitute facilities or correction or repair work remains to reach required and costs for repair and replacement of work of others physical completion of the work. ific items of work destroyed or damaged by correction removal or replacement of The Contractor's request shall list the spec the Contractor's unauthorized work. in subparagraph two above that remains to be No adjustment in contract time or compensation will be reach physical completion The Engineer allowed because of the delay in the performance of the Work Substantial Completion Date unilaterally. attributable to the exercise of the Contracting Agency's rights f Page-SP-5 Revision Date:May 19, 1997 1-05 Control of Work 1-05 Control Of If, after this inspection, the Engineer concurs with the Completion Date cannot be established until testing and cow= Contractor that the Work is substantially complete and ready for its have been completed to the satisfaction of the Engineer intended use, the Engineer, by written notice-to the Contractor, The costs for wen as labor, material su lies and will set the Substantial Completion Date. If, after this inspection everything else needed to successfully complete operational testing, the Engineer does not consider the Work substantially complete and shall be included in the various contract prices related to the system ready for its intended use, the Engineer will, by written notice, so being tested, unless specifically set forth otherwise_in the Bid notify the Contractor giving the reasons therefor. Form. Upon reccipt of written notice concurring in or denying Operational and test periods, when required by the Engineer, substantial completion, whichever is applicable, the Contractor shall not affect a manufacturers guaranties or warranties furnished shall pursue vigorously, diligently and without unauthorized under the terms of the Contract. interruption, the Work necessary to reach Substantial and Physical SECTION 1-05.12 IS DELETED AND REPLACED FOLLOWING: Completion. The Contractor shall provide the Engineer with a WITA THE revised schedule indicating when the Contractor expects to reach substantial and physical completion of the work. 1-05.12 Final Acceptance (APWA) The above process shall be repeated until the Engineer The Contractor must perform all the obligations under the establishes the Substantial Completion Date and the Contractor Contact before the Completion Date can be established. A considers the work physically complete and ready for Final Certificate of Completion for the Work issued by the Conte n Inspection. Agency will establish the Completion Date and certify the Work as 1-05.11(2) F5na1 Inspection Date(APWA) complete. The Feral Contract Price may then be ailcula_ ted, Ile When the Contractor considers the Work physically complete following must occur before the Completion Date can be and ready for Final Inspection, the Contractor by Written Notice, establshed and the Final Contract Price calculated: shall request the Fr►ginieer to schedule a final inspection. The 1• The physical work on the project must be complete. Engineer will set a date for Final Inspection. The Engineer and the 2. Ilse Contractor must furnish all documentation required Contractor will then make a Final Inspection and the Engineer will by the Contract and required by law niecessary to allow the notify the Contractor in writing of all particulars in which the Final Contracting Agency to certify the Contract as complete Inspection reveals the Work incomplete or unacceptable. The A Certificate of Completion for the Work signed by the Contractor shall immediately take such corrective measures as are Contacting Agency, will constitute acceptance of the Work. The necessary to remedy the listed deficiencies. Corrective work shall issuance of this Certificate of Completion will not constitute be pursued vigorously, diligently, and without interruption until acceptance of unauthorized or defective work or material. Failure of the Contactor to perform all of the Contractor's physical completion of the listed deficiencies. This process will obligations under the Contras shall not bar the Contracting Agency been tie until the Engineer is satisfied the listed deficiencies have from unilaterally certifying the Contract complete so the Engineer been corrected.If action to correct the listed deficiencies is not initiated within may calculate a Final Contract Price as provided in Section 1-09.9. 7 days afar receipt of the Written Notice listing the deficiencies, SECTION 1-0533 IS SUPPLEMENTED BY REVISING the Engineer may, upon Written Notice to the Contractor, take PARAGRAPH 7 TO READ. whatever steps are necessary to correct those deficiencies pursuant to Section 1-05.8. 1-05.13 Superintendents, Labor, and Equipment of Upon correction of all deficiencies, the Engineer will notify Contractor(APWA) the Contractor and the Contracting Agency, in writing of the date Whenever the Contracting Agency evaluates the Contractor's upon which the Work was considered physically complete. That {qualification pursuant to Section 1-02.1 the Contracting Agency shall constitute the Physical completion date of the Contract, will take these performance but shall not imply all the obligations of the Contractor under the tliasa-reports into account. Contract have been fulfilled. SECTION 1-05 IS SUPPLEMENTED BY ADDING THE 1-05.11(3) Operational Testing (APWA) FOLLOWING NEW SECTIONS. It is the intent df the Contracting Agency to have at the Completion Date a complete and operable system. Therefore when 1-05.16 Water and Power (APWA) the Work involves the installation of machinery or other The Contractor shall make necessary arrangements, and shall mechanical equipment; street lighting electrical distribution or bear the costs for power and water necessary for the performance signal systems;buildings;or other similar work it may be desirable of the Work. for the Engineer to have the Contractor operate and test the Work for a period of time after final inspection but prior to the Physical 1-05.17 Oral Agreements (APWA) Completion Date. Whenever items of work are listed in the Contract Provisions for operational testing they shall be fully tested No oral agreement or conversation with any officer, agent, or tinder operating conditions for the time period specified to ensure employee of the Contacting Agency, either before or after their acceptability prior to the Physical Completion Date. During execution of the contract shall affect or modify any of the terms or and following the test period,the Contractor shall correct any items obligations contained in any of the documents comprising the of workmanship, materials, or contract. Such oral agreement or conversation shall be considered equipment which proves faulty, or - --_---- that are not in first class operating condition. Equipment electrical as unofficial information and in no way binding u22n the controls, meters, or other devices and equipment to be tested Contracting Agency, unless subsequently put in writing. during this period, shall be tested under the observation of the Engineer, so that the Engineer may determine their suitability for the purpose for which they were installed. The Physical 1- Page-SP-6 Revision Date:May 19, 1997 1-07 Legal Relations and Responsibilities to the Public 1-06 Control of Material its payment if the Contractor bases a bid on a misunderstood tax 1-06 Control of Material liability. The Contractor shall include all Contractor-paid taxes in the SECTION 1-06.02(2) IS SUPPLEMENTED BY ADDING THE unit bid prices or other contract amounts. In some cases, however, FOLLOWING: state retail sales tax will not be included. Section 1-07.2(3) describes this exception. 1 ,2(2) Statistical Evaluation of Materials for The Contracting Agency will pay the retained percentage only Acceptance if the Contractor has obtained from the Washington State UNLESS STATED OTHERWISE IN THE SPECIAL Department of Revenue a certificate showing that all contract- PROVISIONS STATISTICAL EVALUATION WILL NOT BE related taxes have been paid (RCW 60.28.050). The Contracting USED BY THE CITY OF RENTON. Agency may deduct from its payments to the Contractor any amount the Contractor may owe the Washington State Department 1-07 Legal Relations and Responsibilities to not. Any amount th so deducted nwll be paid into the s contract or theproper State the Public f md. SECTION 1-07.1 IS SUPPLEMENTED BY ADDING THE 1-07.2(2) State Sales Tax-Rule 171(APWA) FOLD-OWING. WAC 458-20-171 and its related rules, apply to building, repairing or improving streets, roads, etc., which are owned by a 1-07,1 Laws to be Observed (APWA) municipal corporation or poliucal.subdivision of the state, or by The Contractor shall indemnify, defend and save harmless the the United States and which are used Primarily for foot or A amc� C�luding any agents officers and vehicular traffic This includes storm or combined sewer systems l ) against any claims that may arise because the within and included as a part of the street or road drainage system Contractor o em to ee of the Contractor or subcontractor or and power lines when such are part of the roadway lighting system. .,,,,ieractor i)violated a legal requirement. For wort: performed in such cases the Contractor shall include In cases of conflict between u different safety regulations, the Washin on State Retail Sales Taxes in the various unit Bid Item more t elation shall apply prices or other contract amounts including those_that the ens of Labor and Dndustries Contractor pays on the purchase of the materials equipment, or The Washington State Departm risible shall be the sole and paramount administrative agency respo supplies used or consumed in doing the work for the administration of the provisions of the Washington 1-07 2(3) State Sales Tax-Rule 170(APWA) ir►dtistrial Saf and Health Act of 1973 (WISHA). to the The Contractor shall maintain at the Pro ect Site office for constructing and replairingaof new orlexistingbuildiinn, or other other well known place at the Project Site all articles necessary ,w This includes but is not limited to, first aid to the m ured. The Contractor shall establish structures upon real Pmpe owned by the mil!make known to all employees Procedures for ins State of Wash ngton;.watateer mains and their appurtenances sanitary iamiediate removal to a hospital or doctors care persons, and iriduding em I ees, who may have been insured on the Project sewers and sewage disposal systems unless Stich sewers 1 systems are within, and a part of a street or road drainage Site �p(oyexs should not be permitted to work on the Protect disposal _ Sits before the Contractor has established rsons to a hospital or known other conduitsor lilies in or above streets or roads utiless stnch procedures for removal of im Pe °� g o system' and mower lines become a part of a street or road li htiiin docto_r s can_ The Contractor shall have sole resPonsibility for the safety, or installing o or attaching h�r oru�such pen property LsLnal Vic•,of the Contractors Plant appliances and or to real prope�y, efficiency,tis and for any damage or injury ttsttltina from their failure, a part of the realty by virtue of installation. "I collect or ' aiauitenarice use or operation. The conditions he from the Contracts performed in such�sales tax on therfull contra be solel and coin letel r risible for the co reason the Project Site including safety for all persons and property in the rice. The Contracting Agency will automaticall add this es ent to the Contractor. For this romance of the work This ieQua-ement shall apply tax to each in the unit Bid Item roatiiniou ce and !Le be limited to normal working hours The Contractor shall not include the retail sales tax required.or implied du of the En ineer to conduct construct be the ffoollowin exce exception. ct amount sub ect to Rule 17 sales tax review of the Contractor's ormance does not and shall n v ill not add in ieitaided to include review and adequacy of the Contractor's sat Exception: The Contracts A es on the ,. - nn or near the Project Site. for pa yin the Contractor or a subcontractor mak finable measures — Purchase or rental of tools machine u' meet or coosu supplies not integrated into the ro'ect. Such sales taxes shall be SECTION 1-07.2 IS DELETED AND REPLACED BY THE included in the unit Bid Item ricer or in an other contract FOLLOWING: 1-07.2 State Sales Tax (APWA) amount. 1-07.2(4) Services (APWA) 1-07,2(1) GENERAL (APWA) The Contractor shall not collect retail sales tax from the The Washington State Department of Revenue has issued Contracting A ed on an contract wholl for rofessional or special rules on the state sales sax Sections 1-072(1) through 1- other services as defined in State Department of Revenue Rules 07�43re n those rules. The Contractor should 138 and 224). coate Department o f Revenue for answers t, to questions in this area The Contracting Agency will not adjust Page-SP-7 Revision Date:May 19, 1997 1-07 Legal Relations and Responsibilities to the Public 1-07 Legal Relations and Responsibilities to the Public •• SECTION 1-07.5(2) IS SUPPLEMENTED BY REVISING THE turbidity shall not exceed 5 NTU over background turbidin TITLE AND SENTENCE 2, PARAGRAPH 2 TO READ: the back round turbidi is 50 NTU or less or have tn��when percent increase in turbidity when the background turbidi a 10 1-07.5(2) State Department of Fish and Wildlifes of g t is more (APWA, SA) than 50 NTU for other classes of waters refer to WAC_ 17 0 045. If the work in (1) through (3) above differs little from what The term turbidity means the optical property of sarmle the contract requires, the Contracting Agency will measure and pay demonstrating the scattering and absorption of light caused by suspended material as a �—� for it at unit contract prices. But if contract items do not cover zpressed in Nephelometric 'Itirrhirt; iituts those areas, the Contracting Agency will pay pursuant to Section 1- and measured with a calibrated turbidimeter. 09.4. Discharges to a State waterway caused by a re ate washin colupact Pay 46 drainage from aggregate pit sites and stockpiles or dewatering of pits and excavations shall not increase the existing turbidity of the receiving waters. SECTION 1-07) IS SUPPLEMENTED BY ADDING THE Turbid water from the Project Site shall be treated FOLLOWING NEW SECTION: being discharged into stream or other State waters I1trb�before be removed by the use of lagoons or holdin --- -may 1-07.11(11) City of Renton Affidavit of Compliance g Ponds settling basins (Q overflow weir, polymer water. treatment disch E4Tg to Around surface by percolation evaporation or by passing through gravel, Each Contractor,-Subcontractor Consultant and or Supplier sand or fiber filters. shall complete and submit a copy of the `City of Renton Fair 2. Erosion Control: Temporary erosion control shall be Practices Policy Affidavit of Compliance". A copy of this exercised by minimizing exposed areas and slopes until permanent document will be bound in the bid documents. measures are effective. The minimum exposed area and slopes will be defined in the Special Provisions Plastic sheet covering shall be placed over exposed ground areas to protect from rain erosion. SECTION 1-07.13(1)IS SUPPLEMENTED AS FOLLOWS: Other alternative methods for erosion control under certain 1-07.13(1) General (RC) situations may include netting mulching with binder and seeding. Should rutting and erosion occur the Contractor shall be During unfavorable weather and other conditions the responsible for restoring damaged areas and for clean-up of eroded contractor shall pursue only such portions of the work as shall not material including that in ditches catch basins,_manholes and be damaged thereby. culverts and other pipes. No portion of the work whose satisfactory quality or 3. Chlorine Residual: Water containing chlorine residual efficiency will be affected by unfavorable conditions shall be shall not be discharged directly into storm drains streams or State constructed while these conditions exist unless by special means or waters. Chlorine water may be discharged into sanitary sewers or precautions acceptable to the engineer, the contractor shall be able disposed on land for percolation. Chlorine residual may be reduced to overcome them. chemically with a reducing agent such as sodium thiosalphate SECTION 1-07.14 (APWA) IS SUPPLEMENTED BY Water shall be periodically tested for chlorine residual REVISING ALL REFERENCES TO "STATE COMMISSION 4. Vehicle and Equipment Washing: Water used for SECRETARY" OR "STATE" TO READ "CONTRACTING washing vehicles and equipment shall not be allowed to enter storm AGENCY." drains, streams or other State waters unless separation of petroleum products, fresh concrete products or other deleterious material is accomplished prior to discharge Detergent solution may be SECTION 1-07.15 IS REVISED AND SUPPLEMENTED AS discharged into sanitary sewers or allowed to be held on the Around FOLLOWS: for percolation. A recirculation system for detergent washing is recommended. Steam cleaning units shall provide a device for oil 1-07.15 Temporary Water Pollution Erosion Control separation. (APWA +-RC) 5. Oil and Chemical Storage and Handling: Handling and If done according o the storage of oil and chemicals shall not take place adjacent to g approved plan or the Engineer's orders, temporary water pollution erosion control work will be waterways. The storage shall be made in dike tanks and barrels with drip measured and paid for_pursuant to Section 1-09,41-04.1 through with pans provided under the dispensing area Shutoff and the lump sum item for "Temporary Water Pollution/Erosion lock valves shall be provided on tanks Shut-off nozzles shall be Control.: provided on hoses. Oil and chemicals shall be dispensed only If no pay item appears in the contract for 'Tent during daylight hours unless the dispensing area is properly lighted. Polltnion/Erosron Control` then all labor, materials tools and "Temporary Water Disposal of waste shall not be allowed on oil and chemical spills. g shall be provided around oil storage Locks shall be equipment used to complete the work shall be considered incidental Fencing on valves,to other pay items in the Contract and no further compensation provided aves pumps and tanks shall be made. 6. Sewage: If a sanitary sewer line is encountered and repair In addition to other requirements in the Contract Documents or relocation work is required the Contractor shall provide this temporary work shall include but is not limited to the blocking and sealing of the sanitary sewer line Sanitary sewer flow following water quality considerations: shall be pumped out collected and hauled by tank truck or 1. Turbid Water Treatment Before Discharge: pumped directly to a sanitary system manhole for discharge. The Determination of turbidity in surface waters shall be at the existing sewers shall'be maintained by the Contractor without discretion of the Engineer; for Lake Class Receiving Waters interruption of service by the use of temporary sewer bypasses. In turbidity shall not exceed 5 NTU (Nephelometric Turbidity Units) addition, the excavated materials adjacent to and around a rupture over background conditions; for Class AA and Class A Waters of a sanitary sewer line shall be removed from the Project Site and Page-SP-8 Revision Date:May 19, 1997 1-07 Legal Relations and Responsibilities to the Public 1-07 Legal Relations and Responsibilities to the Public deposited into refuse trucks for haul to a sanitary fill site. other temporary obstacles shall be removed by the contracUr and Equipment and tools in contact with the above materials shall be immediately replace, after the trench is backfilled in their original washed by pressure water lines and the attendant wash water position. The contractor shall notify the Contractive Agency and discharged into a sanitary sewer line for transmission to a sewage property Owner at least 24 hours in advance of any work done on treatment plant. casements or rights-of-way. Damage to existing structures outside of easement areas 1-07.16 Protection and Restoration of Property that may result from dewatering and/or other construction activity SECTION 1-07.16(1) IS SUPPLEMENTED BY ADDING THE under this contract shall be restored to their original condition or FOLLOWING: better. The original condition shall be established by photographs taken and/or inspection made prior to construction. All such work 1-07.16(1) Private/Public Property(RC) shall be done to the satisfaction of the property Ovvncrs and the Th_e Contracting Agency will obtain all easements and Contracting Agency at the expense of the contractor. franchises required for the project. The contractor shall limit his D. Streets. The contractor will assume all responsibility of operation to the areas obtained and shall not trespass on private restoration of the surface of all streets(traveled ways)used by him property-if damaged. The Contracting Agency may provide certain lands, as In the event the contractor does not have labor or material indicated in connexion with the work under the contract together immediately available to make necessary repairs, the contractor with the right of access to such lands. The contractor shall not shall so inform the Contracting Agency. The Contracting Agency unreasonably encumber the premises with his equipment or will make the necessary repairs and the cost of such repairs shall be materials. paid by the contractor. The contractor shall provide with no liability to the The contractor is responsible for identifying and Contracting Agency, any additional land and access thereto not documenting any damage that is pre-existing or caused by shown or described that maY be required for temporary others.Restoration of excavation in City streets shall be done in construction facilities or storage of materials. He shall construct accordance with the (71y of Renton Trench Restoration all access roads detour roads or other temporary work as required Requirements, which is available at the Public Works Department by his operations The contractor shall confine his equipment, Customer Services counter on the 4th floor, Renton Municipal storage of material and operation of his workers to those areas Building,200 Mill Avenue South. shown and described and such additional areas as he may provide. SECTION 1-07.17 IS SUPPLEMENTED BYADDING. A. General. All construction work under this contract on casements,right-of-way,over private property or franchise,shall be 1-07.17 Utilities and Similar Facilities (APWA,RCS confined to the limits of such casements,right-of-way or franchise. All work shall be accomplished so as to cause the least amount of In addition to the other requirements pursuant to RCW disturbance and a minimum amount of damage. The contractor 19.122, an act relating to underground utilities and prescribing shall schedule his work so that trenches across easements shall not penalties,the Contractor shall: be left open during weekends or holidays and trenches shall not he 1 call the utilities underground location center for field open for more than 48 hours. location of the utilities; B Struchrres The contractor shall remove such existing Call Before You Dig structures as may be necessary for the performance of the work and, if required, shall rebuild the structures thus removed in as good a The 48 Hour Locators condition as found He shall also repair all existing structures which may be damaged as a result of the work under this contra 1-800424-5555 C. Easements. Cultivated areas and other surface improvements. All cultivated areas,either agricultural or lawns,and and other surface improvements which are damaged by actions of the 2 not begin excavation until all known underground facilities in the vicinity of the proposed excavation have been contractor shall be restored as nearly as possible to their original located and marked. condition Location and dimensions shown on the Plans for existing Prior to excavation on an easement or private right-of- _ facilities are in accordance with available information without • the contractor shall strip top soil from the trench or uncovering measuring or other verification If a utility islrnown construction arcs and stockpile it in such a manner that it may or suspected of having underground facilities within the area of the replaced by him, upon completion of construction. Ornamental proposed excavation, and that utility is not a subscriber to the trees and shrubbery shall be carefully removed with the earth utilities underground location center then the Contractor shall give surrounding their roots wrapped in burlap and replanted in their individual notice to that utility. original positions within 48 hours. becomes neCessa[Y to All shrubbery or trees destroyed or damaged, shall be If in the prosecution of the work it interrupt existing surface drainage sewers, underdrauns conuu replaced by the contractor with material of equal quality at no utilities similar underground structures or parts; thereof' the additional cost to the Contracting Agency. In the event that it is contractor shall be responsible for and shall take all necessary necessary to trench through any lawn area, the sod shall be precautions to protect and provide temporary services for same. carefully cut and rolled and replaced after the trenches have been The contractor shall at his own expense, repair all damage to backfrlled The lawn area shall be cleaned by sweeping or other such facilities or structures due to this construction operation to the means of all earth and debris. satisfaction of the City; except for City owned facilities which will The contractor shall use rubber wheel equipment similar be repaired by the utility department at contractor's expel or by to the small traor-type backhoes used by side sewer contractors for the contractor as directed by the City. all work, including excavation and backfrll,on casements or nghts- of- way which have lawn areas. All fences, markers, mail boxes, or t- Page-SP-9 Revision Date:May 19, 1997 1-07 Legal Relations and Responsibilities to the Public 1-07 Legal Relations and Responsibilities to the - SECTION 1-07.18 IS DELETED AND REPLACED BY THE and shall be cause for immediate termination of the contract at the FOLLOWING: option of the City. The Contractor shall obtain and maintain the minimum 1-07.18 Public Liability and Property Damage insurance coverage set forth below. By requiring ;ucl, minimum Insurance (R insurance, the City of Renton shall not be deemed or construed to State Amendment to 1-07.18 is not used. Renton uses the have assessed the risks that may be applicable to the Contractor.—o following: The Contractor shall assess its own risks and rf i_t seems appropriate and/or prudent, maintain higher limits and/or_ bider SECTION 1-07.18(1)IS REPLACED WITH THE FOLLOWING: coverage. Coverage shall include: 1-07.18(1) Genet al (RC) (1) Commercial General liability - ISO 1993 or The contractor shall obtain and maintain in full force and equivalent. Coverage will be witten on an occurre__n�basis effect, from the Contract Execution Date to the Completion Date, and include: public liability and property damage insurance with an insurance • Premises and Operations (including CG2503; General company(ies) or through sources approved by the State Insurance Aggregate to apply per project,if applicabl4--- Commissioner pursuant to RCW 48. • Explosion, Collapse and Underground Hazards The Contractor shall not begin work under the Contract until • Products/Completed Operations the required insurance has been obtained and approved by the • Contractual Liability (including Amendatory Contracting Agency. :Insurance shall provide coverage to the Endorsement CG 0043 or equivalent whichincludes Contractor, all subcontractors, Contracting Agency and the defense coverage assumed under contra Contracting Agency's consultant. The coverage shall protect • Broad Form Property Damage against claims for bodily injuries, personal injuries, including e Independent Contractors accidental death, as well as claims for property damages which • Personal/Advertising Injury_ may arise from any act or omission of the Contractor or the • Stop Gap liability subcontractor, or by anyone directly or indirectly employed by (2) Automobile Liability including all either of them. • Owned Vehicles If warranted work is required the Contractor shall provide the • Non-Owned Vehicles City proof that insurance coverage and limits established under the • Hired Vehicles term of the Contract for work are in full force and effect during the (3) Workers'Compensation period of warranty work. • Statutory Benefits (Coverage A) - Show Washington The Contracting Agency may request a copy of the actual Labor&Industries Number declaration pages(s) for each insurance policy effecting coverage(s) (4) Umbrella Liability(when necessary) required on the contract prior to the date work commences.Failure • Excess of Commercial General Liability and of the Contractor to fully comply during the term of the Contract Automobile Liability. Coverage should be as broad as with the requirements described herin will be considered a material ply. breach of contract and shall be caused for immediate termination of the Contract at the option of the Contracting Agency. (5) Professional Liability - (whenever the work under this g g cy. Contract includes Professional Liability, (i.e.architectural, SECTION 1-07.18(2)IS REPLACED WITH THE FOLLOWING: engineering, advertising, or computer programming) the CONTRACTOR shall maintain professional liability 1-07.18(2) Coverages(RC) covering wrongful acts, errors and/or omissions of the As part of the response to this proposal, the Contractor shall CONTRACTOR for damage sustained by reason of or in submit a completed City of Renton Insurance Information form the course of operations under this Contract. which details specific coverage and limits for this contract. All coverage provided by the Contractor shall be in a form (6) The Contracting Agency reserves the right to request and/or and underwritten by a company a require additional coverages as may be appropriate based on acceptable to the Contracting work perfornted(.e. pollution liability). Agency. The City requites that all insurers: 1) Be licensed to do business within the State of Washington. CONTRACTOR shall Name MY OF RENTON, and its 2) Coverage to be on an "occurrence" basis (Professional officers officials agents employees and volunteers as Additional Liability and Pollution coverage are acceptable when Insured (ISO Form CG 2010 or equivalent) The CONTRACTOR written on it claims-made basis). The City may also require shall provide CITY OF RENTON Certificates of Ins92nce prior proof of professional liability coverage be provided for up to commencement of work The City reserves the right to nest to two(2)years after the completion of the project. copies of insurance policies, if at their sole discretion it is deemed 3) The City may request a copy of the actual declaration appropriate Further, all policies of insurance described above pages) for each insurance policy affecting coverage(s) shall: required by the Contract prior to the date work commences. 1) Be on a primary basis not contributory with anY other 4) Possess a minimum A.M. Best rating of AVII (A rating of insurance coverage and/or self-insurance carried by C y A XH or better is preferred.) If any insurance carrier OF RENTON. possesses a rating of less than AVII the City may make an 2) Include a Waiver of Subrogation Clause. exception. The City reserves the right to a Severability of Interest Clause (Cross Liability) approve the security of the insurance coverage provided by the insurance company(ies) terms 4) Policy may 91 be non-renewed canceled or materially conditions, and the Certificate of Insurance. Failure of the changed or altered unless forty-five (45) days prior written Contractor to fully comply during the term of the contract with notice is provided to CITY OF RENTON Notification these requirements will be considered a material breach of contract shall be provided to CITY OF RENTON by certi�il• t- Page-SP-10 Revision Date:May 19, 1997 1-07 Legal Relations and Responsibilities to the Public 1-07 Legal Relations and Responsibilities to the Public REPLACE SUPPLEMENTAL SPECIFICATION SECTION I- no obligation or liability of any kind upon t_h__P 07.18(3) 'LIMITS' WITH THE FOLLOWING: company, its agents or representatives". - 1-07.18(3) Limits (RC) C. Amend the cancellation clause to state: 'poll ma LIIVITTS REQUIRED not be non-renewed, canceled or materially Changed or Providing coverage in these stated amounts shall not be altered unless 45 days prior written notice is provided construed to relieve the contractor from liability In excess of to the City". Notification shall be provided to the City such limits The CONTRACTOR shall carry the following by certified mail. limits of liability as required below: For Professional Liability coverage only, instead of the Commercial General Liability cancellation language specified above, the City will accept a General Aggreg M* $2.000.000«« written agreement that the consultant's broker will provide the Products/Completed Operations $2,000,000*« re quired notification. Aggregate aOccurrence rence Limit 51.000. F-ach Occurrence SECTION 1-07.20 IS REVISED AS FOLLOWS. E000 Personal/Advertising Injury 15 ,000,000 1-07.20 Patented Devices, Materials, and Processes Fire Damage(Any One Fn) $50.000 Medical Payments(Any One Person) $5.000 APWA Stop Gap Liability $1,000,000 The Contractor shall assume all costs arising from the use of • General Aggregate to apply per Project SO Form C(;2503 or equivalent) Patented devices,materials, or processes used on or incorporated in ¢ ««Amount may vary based u project risk the work, and agrees to indemnify, defend, and save harmless Automobile Liability The Contracting Agency, and their Bodily Injury/Property Damage $1,000,000 duly authorized agents and employees from all actions of any (Each Acct) nature for, or on account of the use of any patented devices, w_orkm'Compensation materials.or processes. Stan wry Benefits-Coverage A Variable SECTION 1-07.22 IS SUPPLEMENTED BYTHB FOLLOWING: (Show Washington Labor and Industries Number) Umbrella Liability 1-07.22 Use of Explosives(APWA) Each Occurrence Limit $1,000,000 General Aggregate Limit $1,000,000 Explosives shall not be used without spec authority of the ProducWCornpteted Operations $1,000.000 Engineer, and then only under such restrictions as maybe required Aggregate by the proper authorities Explosives shall be handled and used in Professional Liability(If required) strict compliance with WAC 296-52 and such local laws, rules and Each Occurrence/incident/Claim $1,000,000 regulations that may apply. The individual in charge of the blasting Agregate $2'000'000 shall have a current Washington State Blaster Users License. - The City may require the CONTRACTOR to keep The Contractor shall obtain comply with and pay for such pe�i,c and rt,crs as are ri�ary in conjunction with blasting professional liability coverage in effect for up to two(2)years after operations. completion of the project. When the use of explosives is necessary for the prosecution of The Contactor shall promptly advise the CTTY OF RENTON the Work the Contractor's insurance shall contain a special clause in writing in the event any general aggregate or other aggregate permitting the blasting. limits are reduced At their own expense the CONTRACTOR will reinstate the aggregate to comply with the minimum limits and 1-07.23 Public Convenience and Safety reguirctnents as stated in Section 1-07.18(3) and shall furnish the CTff OF RENTON a new Certificate of Insurance showing such SECTION 1-07.23(1) IS SUPPLEMENTED BY ADDING THE coverage is in force. FOLLOWING PARAGRAPH SECTION 1-07180 IS REPLACED WITH THE FOLLOWING 1-07.23(1) Construction Under Traffic—T-9 SUPPLEMENTAL SPECIFICATION 'EVIDENCE OF The contractor shall be responsible for controlling dust and INSURAIYCE�. mud within the Project limits and on any street which is Within 20 days of award of the contract the CONTRACTOR utilized by his equipment for the duration of the to g tntcics. shall Provide evidence of insurance by submitting to the The contractor shall be prepared to rise wale ran CONTRACTING AGENCY the following: d other nieces of equipment as deemed pvwc,� sweepers, r 1) City of Renton Insurance Information Form (attached necessary by the enginieer, to avoid creating a nuisance• herein)without modification. Dust and mud control shall be considered as incidental to 2) Certificate of Insurance (Accord Form 25s or equivalent) the project, and no compensation will be made for this conforming to items as specified in Sections 1-07.18(1), 1- section. 0718(2) and 1-0718(3) as revised above. Other Complaints of dust mud or unsafe practices and/or requirements are as follows: property damage to private Ownership will be transmitted a Strike the following or similar wording: 'This to the contractor and prompt action in correct ing them will Certificate is issued as a matter of information only be requiro by the contractor. and confers no rights upon the Certificate Holder"; b Strike the wording regarding cancellation notification to the City: "Failure to mail such notice shall impose Page-SP-11 Revision Date:May 19, 1997 1-08 Prosecution and Progress 1-08 Prosecution and Progress SECTION 1-07.24 IS DELETED AND REPLACED BY THE SECTION 1-07.26 (APWA) IS REVISED BY CHANGING ALL FOLLOWING: REFERENCES TO "COMMISSION, THE SECRETARY" OR 1-07.24 Rights of Way (APWA) "STATE"TO READ "CONTRACTING AGENCY. — Street right of way lines, limits of easements, and limits of SECTION 1-07.27 (APWA) IS REVISED By CHANGING ALL REFERENCES TO "STATE" OR "SECRIr'rARY" construction permits are indicated on the Drawings. The READ "CONTRACTING AGENCY." 0 Contractor's construction activities shall be confined within these limits, unless arrangements for use of private property are made. Generally, the Contracting Agency will have obtained, prior 1-08 Prosecution and Progress to Bid opening, all rights of way and easements, both permanent and temporary, necessary for carrying out the completion of the SECTION 1-08.I IS DELETED AND REPLACED BY THE Work. Exceptions to this are noted in the Contract Documents or FOLLOWING: brought to the Contractor's attention by a duly issued Addendum. 1-08.1 Preliminary Matters (APWA Whenever any of the Work is accomplished on or through 1 property other than public right of way, the Contractor shall meet and fulfill all covenants and stipulations of any easement agreement 1-08.1(1) Preconstruction Conference (APWA) obtained by the Contracting Agency from the owner of the private The Engineer will furnish the Contractor with up to 10 copies property. Copies of the easement agreements are included in the of the Contract Documents. Additional documents may be Contract Provisions or made available to the Contractor as soon as furnished upon request at the cost of reproduction Prior to practical after they have been obtained by the Engineer. undertaking each part of the Work the Contractor shall carefully Whenever casements or rights of entry have not been acquired study and compare the Contract Documents and d>erk and verify prior to advertising, these areas are so noted on the Drawings. The pertinent figures shown therein and all gPlicable field Contractor shall not proceed with any portion of the Work in areas measurements. The Contractor shall promptly report in writing to where right of way, casements or rights of entry have not been the Engineer any conflict, error or discrepancy which the acquired until the Engineer certifies to the Contractor that the right Contractor may discover. of way or casement is available or that the right of entry has been After the Contract has been executed. but_prior to the received. If the Contractor is delayed due to acts of omission on the Contractor beginning the Work, a preconstruction conference will part of the Contracting Agency in obtaining easements, rights of be held between the Contractor, the Engineer and such other entry or right of way, the Contractor will be entitled to an interested parties as may be invited. The purpose of the extension of time. The Contractor agrees that such delay shall not preconstruction conference will be: be a breach of contract. 1. To review the initial progress schedule; Each property owner shall be given 48 hours notice prior to 2. To establish a working understanding among the various entry by the Contractor. This includes entry onto easements and parties associated or affected by the Work; private property where private improvements must be adjusted.. 3. To establish and review procedures for progress payment The Contractor shall be responsible for providing, without notifications,approvals,submittals, etc.; expense or liability to the Contracting Agency, any additional land 4. To establish normal working hours for the Work- and access thereto that the Contractor may desire for temporary 5. To review safety standards and traffic control; and construction facilities, storage of materials, or other Contractor 6. To discuss such other related items as may lie pertinent to needs. However, before using any private property, whether the Work. adjoining the Work or not, the Contractor shall file with the The Contractor shall prepare and submit at the preconstruction Engineer a written permission of the private property owner, and meeting the following: upon vacating the premises, a written release from the property 1. A breakdown of all lump sum items; owner of each property disturbed or otherwise interfered with by 2. A preliminary schedule of working drawing submittals;and reasons of construction pursued under this contract. The statement 3. A list of material sources for approval if applicable. shall be signed by the private property owner, or proper authority 4. A Project Schedule. acting for the owner of the private property affected, stating that permission has been granted to use the property and all necessary 1-08.1(2) Subcontracting (APWA) permits have been obtained or, in the case of a release, that the Work done by the Contractor's own organization shall account restoration of the property has been satisfactorily accomplished. for at least 30 percent of the Awarded Contract Price. Before The statement shall include the parcel number, address,and date of computing this percentage however, The Contractor' may subtract signature. Written releases must be filed with the Engineer before (from the Awarded Contract Price) the costs of any subcontracted the Completion Date will be established. work on items the contract provisions specifically designates may be first excluded from the Awarded Contract Price. The Contractor shall not subcontract work regardless of tier unless the Engineer approves in writing. Each recest to subcontract shall be on the form the Engineer provides. If the Engineer requests the Contractor shall provide proof that the subcontractor has the experience ability, and equipment the work requires. Each subcontract shall contain a provision which requires the subcontractor to comply with Section 1-07.9 and to furnish all certificates, submittals, and statements required by the Contract Documents. Along with the request to sublet the Contractor shall submit the names of any contracting firms the subcontractor proposes to j Page-SP-12 ._ Revision Dale:May 19, 1997 1-08 Prosecution and Progress 1-08 Prosecution and Pros use as lower tier subcontractors. Collectively, these lower tier Permission to work between the hours of 10:00 .m. and 7:00 subcontractors shall not do work that exceeds 25 percent of the a.m. during weekdays and between the hours of 10 00 P.M, and total amount subcontracted to a subcontractor. When a 9:00 a.m. on weekends or holidays may also be subiect to nois, subcontractor is responsible for construction of a specific structure control requirements. Approval to continue work during these or structures the following work may be performed by lower tier hours may be revoked at any time the Contractor ems the subcontractors without being subject to the 25 percent limitation: Contracting Agency's noise control regulations or complaints are i Furnishing and driving of piling, or received from the public or adjoining property owners ret=arding 2 Furnishing and installing concrete reinforcing and post- the noise from the Contractor's operations. The Contractor shall tensioning steel Except for the 25 percent limit lower tier have no claim for damages or delays should such permission be subcontractors shall meet the same requirements as revoked for these reasons. subcontractors. Permission to work Saturdays, Sundays holidays or other The Engineer will approve the request only if satisfied with than the agreed upon normal straight time working hours Monday the proposed subcontractor's prior record equipment experience, through Friday may be given subject to certain other conditions set and ability to perform the work Approval to subcontract shall not: forth by the Contracting Agency or Engineer. 'These conditions 1 Relieve the Contractor of any responsibility to carry out the may include but are not limited to: requiring the Fagineer or such contract assistants as the Engineer may deem necessary to be present during 2 Relieve the Contractor of any obligations or liability under the Work; requiring the Contractor to reimburse the Contracting the contract and the Contractor's bond, Agency for the cost of engineering salaries paid Contracting 3 Create any contract between the Contracting Agency and Agency employees who worked during such times; considering the the subcontractor, or Work performed on Saturdays and holidays as working days with 4 Convey to the subcontractor any rights against the regards to the Contract Time; and considering multiple work shifts C.00tra Ling Agcy. Time as multiple working days with respect to Contract me even The Contracting Agency will not consider as subcontracting: though the multiple shifts occur in a single 24-hour period. nurchase of sand, gravel crushed stone crushed slag, batcbed Assistants may include, but are not limited to, survey crews; concrete aggrrsates ready mix concrete off-site fabricated personnel from the Contracting Agency's material testing lab; structural steel other off-site fabricated items and any other inspectors; and other Contracting Agency employees when in the materials supplied by established and recognized commercial opinion of the Engineer,such work necessitates their presence. plants;or(2)delivery of these materials to the work site in vehicles 1-08.1 Reimbursement for Overtime Work of owned or operated by such plants or by recognized independent or commercial hauling companies. Contracting Agency Employees(APWA) However, the State L&I may determine that RCW 39.12 Where the Contractor elects to work on a Saturday, Sunday, 2Mliat to the employees of such firms identified in (1) and (2) or other holiday, or longer than an "our work shift on a regular above in accordance with WAC 296-127. If this should occur, the working day, as defined in the Standard Specifications such work p ; of Section IL-07.9, as modified or supplemented, shall shall be considered as overtime work. On all such overtime work 222!Y- an inspector will be present and a survey crew maY be required at The Contractor shall certify to the actual amounts paid to any the discretion of the Engineer. The Contractor shall reimburse the Disadvantaged, M'mority, or Women's business Enterprises firms Contracting Agency for the full amount of the straight time plus that were subcontractors manufacturers regular dealers, or overtime costs for employees of the Contracting Agency required service providers on the contract. This certification shall be to work overtime hours. mxgied with the Final Application for Payment on the form The Contractor by these Specifications does hereby author provided by the Engineer. the Engineer to deduct such costs from the amount due or to If dissatisfied with anY Part of the subcontracted_work, the become due the Contractor. Engineer may request in writing that the subc=ontractor be removed. SECTION 1-08.4 IS DELETED AND REPLACED BY THE The Contractor shall comply with this request at once and shall not FOLLOWING: employ the subcontractor for any further work under the contract. 1-08.4 Notice to Proceed and Prosecution of the Work 1-08.1 Hours of Work(APWA) (APWA) Except in the case of emergency or unless otherwise approved by the Contracting Agency, the normal straight trite working hours Notice to Proceed will be given after the coni��has have for the contract shall be any consecutive 8-hour period between executed and the contract bond and evidence o 7.00 a.m.and 6.00 P.M.of a working day with a maximum 1-hour been approved and filed by the Owner. The Contractor shall >� lunch break and a 5 day work week. The normal straight time 8- commence the Work until the Notice to Proceed IS ns ucUOn hour working period for the contract shall be established at the the Engineer. The Contractor shall commas preconstruction conference or prior to the Contractor commencing activities on the Project Site within ten days of the Notice to the Work. Proceed Date The Work thereafter shall be Prpsectited �s If a Contractor desires to perform work on holidays, vigorously, and without unauthorized interruption »nU1 physleal shutdowns or Saturdays Sundays or before 7.00 a.m. or after 6:00 p.m. on any completion of the work There shall be no voluntary r anoroval of day, the Contractor shall apply in writing to the Engineer for slowing of operations by the Contractor without permission to work such times Permission to work longer than an the Engineer. Such approval shall not relieve the Contractor from 8-hour period between 7:00 a.m. and 6:00 p.m. is not required. the Contractual .obligation to complete the work within die Such requests shall be submitted to the Engineer no later than noon prescribed Contract Time. on the working day prior to the day for which die Contractor is requesting permission to work. t Page-SP-13 Revision Date:May 19, 1997 1-09 Measurement and Payment 1-09 Measurement and Payment SECTION 1-08.5 IS DELETED AND REPLACED WITH THE SECTION 1-08.9 IS REVISED PER SECTION I-o5j j. FOLLOWING: 1-08.10 Termination of Contract (APWA) 1-08.5 Time For Completion (Contract Time) (APWA, SECTION 1-08.10(1)IS SUPPLEMENTED BY REWSINn ALL The Work shall be physically completed in its entirety within REFERENCES TO `STATE TREASURER, DEPARTMRNT nn the time specified in the Contract Documents or as extended by the TRANSPORTATION" IN THE LAST SENTENCE PARAGRAPH 5 TO READ "CONTRACTING AGENT" Engineer. The Contract Time will be stated in "working days — shall begin on the Notice To Proceed Date, and shall end on the SECTION 1-08.11 IS A NEW SECTION: Contract Completion Date. A nonworking day is defined as a Saturday, a Sunday, a day 1-08.11 Contractor's Plant and Equipment (RC) on which the contract specifically suspends work, or one of these The contractor alone shall at all times be responsible for the holidays: January 1, the third Moaday of lapllai3l, the third adequacy, efficiency, and sufficiency of his and his subcon aor s D,Ioway of emorial Day, July 4, Labor Day, plant and equipment. The Owner shall have the I ht to make use November 11, Thanksgiving Day, the day after Thanksgiving, and of the contractor's plant and equipment in the rnlance any Christmas Day. When The day before Christmas shall be a work on the site of the work. holiday when Christmas Day occurs on a Tuesday or Friday. The The use by the Owner of such plant and-equipment shall be day after Christmas shall be a holiday when Christmas Day occurs considered as extra work and paid for accordingly, on a Monday, Wednesday, or Thursday. When Christmas Day Neither the Owner nor the engineer assume an �responsibility, occurs on a Saturday, the two preceding working days shall be at any time, for the security of the site from the time Contractors observed as holidays:- When'Christmas day occurs on a Sunday, operations have commenced until final acceptance of the work by the two working days following shall be observed as holidays. the engineer and the Owner. The contractor shall enlm such When holidays other than Christmas fall on a Saturday, the measures as additional fencing, barricades, and watchmen service preceding Friday will be counted as a non-working day and when as he deems necessary for the public safety and for die protection they fall on a Sunday the following Monday will be counted as a of the site and his plant and equipment. The Owner will be non-working day. The Contract Time has been established to allow provided keys for all fenced, secured areas. for periods of normal inclement weather which, from historical records, is to be expected during the Contract Time, and during 1-08.12 Attention to Work(RC) which periods, work is anticipated to be performed. Each The contractor shall give his personal attention to and shall mccessive working day,beginning with the Notice to Proceed Date supervise the work to the end that it shall be prosecuted faithfully, and ending with the Physical Completion Date, shall be charged to the Contract Time as it occurs except a day or part of a day which and when he is not personally present on the work site,he shall at is designated a nonworking day or an Engineer determined all times be represented by a competent superintendent who shall unworkable day have full authority to execute the same, and to supply materials, The Engineer will furnish the Contractor a weekly report tools, and labor without delay, and who shall be the legal stowing (1) the number of working days charged against the representative of the contractor. The contractor shall be liable for Contract Time for the preceding week; (2) the Contract Time in the faithful observance of any instructions delivered to him or to working days; (3) the number of working days remaining in the his authorized representative. Contract Time; (4) the number of nonworking days; and (5) any partial or whole days the Engineer declared unworkable the 1-09 Measurement and Payment previous week. This weekly report will be correlated with the Contractor's current approved progress schedule. If the Contractor SECTION 1-09.I IS SUPPLEMENTED BY ADDING THE elects to work 10 hours a day and 4 days a week(a 4-10 schedule) FOLLOWING: and the fifth day of the week in which a 4-10 shift is worked would ordinarily be charged as a working day then the fifth day of that 1-09.1 Measurement of Quantities (RC) week will be charged as a working day whether or not the When items are specified to be paid for by ton, it will be the Contractor's responsibility to see that a certified weight ticket is The Contractor will be allowed 10 calendar days from the date of each report in which to file a written protest of an alleged given to the Inspector on the project at the time of delivery of discrepancy in the Contract Time as reported. Otherwise, the materials for each truckload delivered Pay quantities will be report will be deemed to have been accepted by the Contractor as prepared on the basis of said tally tickets delivered u)th eInsPedor at the time of delivery of materials. Tickets not receipt by the cow. Inspector will not be honored for The requirements for scheduling the Final Ins Payment. Inspection and Where items are specified to be paid by the tones the f_ 011_owing establishing the Substantial Completion, Physical Completion, and system will be used: Completion Dates are specified in Sections 1-05.11 and 1-05.12. Each truck shall be clearly numbered to the satisfaction of the Engineer and there shall be no duplication of numbers. Duplicate tickets shall be prepared to accompany each truckload of material delivered to the project. The tic_ kets shall bear at least the following information: 1. Truck Number, 2. Truck tare weight(stamped at source). 3. Gross truck load weight in tons(stamped at source). 4. Net load weight (stamped at source). 5. Driver's name and!Mte. Page-SP-74 Revision Date:May 19, 1997 1-09 Measurement and Payment 1-09 Measurement and Payment 6. Location for delivery. LABORATORY" TO READ "CONTRACTING AGENCY'S 7. Pay item number. MATERIAL LABORATORY." 8. Contract number and/or name. SECTION 1-09.9 IS DELETED AND REPLACED BY THE The Contractor shall submit a breakdown of costs for each FOLLOWING: lump sum Bid Item The breakdown shall list the items included in the lump sum together with a unit price of labor, materials and 1-09.9 Payments (APWA) equipment for each item. The summation of the detailed unit prices for each item shall add up to the lump sum Bid. The unit 1-09.9(1) Progress Payments (APWA) price values may be used as a guideline for determining progress ts or deductions or additions in payment for ordered work Progress payments for completed work and material on hand payments will be based upon progress estimates prepared by the En changes The detailed cost breakdown of each lump sum hem shall pincer. A be submitted to the Engineer prior to the Preconstruction progress estimate cutoff date will be established at the Conference. preconstruction meeting. Within 3 days after the progress estimate cutoff date (but not SECTION 1-09.2 (APWA)IS SUPPLEMENTED BY REVISING more often than once a month) the Contractor shall submit to the ALL REFERENCES TO `MATERIAL RECEIVER" TO READ Engineer for review an Application for Payment filled out and "ENGINEER" signed by the Contractor, covering the work completed prior to the SECTION 1-09.3 IS SUPPLEMENTED BY ADDING THE progress estimate cutoff date. The Application for Payment shall be accompanied by documentation supporting the Contractor's FOLLOWING: Application for Payment. 1-09.3 Scope of Payment(APWA, RCS If payment is requested for materials and equipment not incorporated in the work, but delivered and stored at approved sites Unless modified otherwise in the Contract Provisions, the Bid pursuant to the Contract Documents, the Application for Payment Items listed or referenced in the`Payment"clause of each Section shall be accompanied by a bill of sale, invoice, or other of the Standard Specifwations will be die only items for which documentation warranting that the Contractor has received the co on will be made for the Work described in or specified materials and equipment and evidence that the materials and in that particular Section when the Contractor performs the equipment are covered by appropriate insurance or other specified Work Should a Bid Item be listed in a`Payment" clause arrangements to protect the Engineer's interests therein. but not in the Proposal Form and Work for that item is performed The initial progress estimate will be made not later than 30 by the Contractor and the work is not stated as included in or days after the Contractor commences the Work, and successive incidental to a pay item in the contract and is not work that would progress estimates will be made every month thereafter until the be required to complete the intent of the Contract per Section 1- Completion Date. Progress estimates made during progress of the 04 1 then payment for that Work will be made as for Extra Work Work are tentative and made only for the purpose of determining pursuant to a Change Order. progress payment The progress estimates are subject to change at Th_ a words-Bid Item," `Contract Item," and "Pay Item," and any time prior to the calculation of the Final Payment per similar terms used throughout the Contract Documents are Section 1-09.9(4). synonymous. The value of the progress estimate will be the sum of the If the "payment" clause in the Specifications relating to airy following: unit Bid Item Price in the Proposal Form requires that said unit Bid 1. Unit Price Items in the Bid Form — the approximate Item price cover and be considered compensation for certain work quantity of acceptable [nits of Work completed multiplied by the or material essential to the item then the work or material will not Unit Price. be measured or paid for under any other Unit Bid Item which may 2 Lump Stun Items in the Bid Form_— the estimated appear elsewhere in the Proposal Form or Specifications• percentage complete multiplied by the Bid Forms amount for each Pluralized unit Bid Items appearing in these Specifications are Lump Sum Item. changed to singular form. 3 Materials on Hand — 90 percent of invoiced cost of payment for Bid Items listed or referenced in the "Payment" material delivered to Job site or other storage area approved by die clause of any particular Section of the Specifications shall be Engineer. cotuidered as including all of the Worst required specified, or 4 Change Orders — entitlement for approved extra cost or described in that particular Section Payment items will generally completed extra work as determined by the Engineer• be listed generically in the Specifications, and specifically in the Progress payments will be made in accordance with the pec bid form When items are to be "famished" tinder one payment progress estimate less: item and "installed" under another payment item such items shall 1 Five(5)percent for retained percenta be furnished FOB project site or, if specified in the Special 2 The amount of Progress Payments Previously made. Provisions delivered to a designated site. Materials to be 3 Funds withheld by the Contracting Agency for -furnished,- or "furnished and installed" under these conditions, disbursement in accordance with the Contract Documents. shall be the responsibility of the Contractor with regard to storage Progress payments for work performed shall not be evidence until such items are jncorporated into the Work or, if such items of acceptable performance or an admission by the Conuacttn are not to be incorporated into the work delivered to the applicable Agency that any work has been satisfactorily completed. Contracting Agency storage site when provided for in the Payments will be made by warrants issued by the con for th e Specifications. Payment for material -furnished," but not Yet Agency's fiscal officer, against the appropriate fund source o[ the incorporated into the Work may be made on monthly estimates to project Payments received on account of work performed by a the extent allowed. subcontractor are subject to the provisions of RCW 39.04.250. SECTION 1-09.8 (APWA) IS SUPPLEMENTED BY REVISING ALL REFERENCES TO "HEADQUARTERS' MATERIAL Page-SP-I5 Revision Date:May 19, 1997 1-49 Measurement and Payment 1-09 Measurement and=m=nt_ 1-09.9(2) Retainage (APWA,RCZ 1--09.9(3) Contracting Agency's Right to Withhold Pursuant to RCW 60.28 there will be retained from monies and Disburse Certain Amounts APwA earned by the Contractor on progress estimates a sum not to exceed In addition to monies retained pursuant to RCW 60.28 and e 5 percent of the monies earned by the Contractor. Such retainage subject to RCW 39.04.250, RCW 3.7.12, and RC'W 39��e shall be used as a trust fund for the protection and payment (1)to Contractor authorizes the Engineer to withhold prot*r= pmts the State with respect to taxes imposed pursuant to Tide 82, RCW due or deduct an amount from any payment or paymenrc due t which may be due from such Contractor, and (2) the claims of any Contractor which, in the Engineer's opinion may be necessary�" to _ person arising under the Contract. cover the Contracting Agency's costs for or to r em the Monies reserved under provisions of RCW 60.28 shall, at the following situations: option of the Contractor, be: 1. Damage to another contractor when there isevidence 1. Retained in a fund by the Contracting Agency. thereof and a claim has been filed. 2. Deposited by the Contracting Agency in an interest- 2. Where the Contractor has not paid fees or charges to bearing account in a bank, mutual savings bank, or savings and public authorities or municipalities which the Contractor is loan association (interest on monies so retained may be paid to the obligated to pay. Contractor). 3. Utilizing material, tested and inspected by the Engineer, 3. Placed in escrow with a bank or trust company by the for purposes not connected with the Work(Section 1-05-6 Contracting Agency. When the monies reserved are to be placed in 4. Landscape damage assessments per Section 1-07.16. escrow the Contracting Agency will issue a check representing the 5. For overtime work performed by City personnel nnel per sum of the monies reserved payable to the bank or trust company Section 1-08.1(4). and the Contractor jointly. Such check shall be converted into 6. Anticipated or actual failure of the Contractor to bonds and securities chosen by the Contractor and approved by die complete the Work on time: Contracting Agency and the bonds and securities held in escrow. a. Per Section 1-08.9 Liquidated Damage;or Interest on the bonds-and securities may be paid to the Contractor b. Lade of construction progress based upon the Engineer's as the interest accrues. review of the Contractor's approved progress schedule which The Contractor shall designate the option desired auk indicates the Work wr71 not be completed within the Contract Time. When calculating an anticipated time ovemm the Engineer will ,Alith the CgntvaGting Agency and &hWI be.. at make allowances for weather delays approved unavoidable delays, least 10 working days prior to the first progress payment for the and suspensions of the Work. The amount withheld under this contract. The Contractor in choosing option (2) or (3) agrees to subparagraph will be based upon the liquidated damages amount assume full responsibility to pay all costs which may accrue from per day set forth in Contract Documents multiplied by the number escrow services, brokerage charges or both, and further agrees to of days the Contractor's approved progress schedule in the opinion assume all risks in connection with the investment of the retained of the Engineer, indicates the Contract may exceed the Contract percentages in securities. The Contracting Agency may also, at its Time. option, accept a bond for all or a portion of the contractor's 7. Failure of the Contractor to perform any of the retairiage. Contractor's other obligations under the contract including but not Release of retained percentage will be made 60 days following limited to: the Completion Date (pursuant to RCW 39.12, RCW 39.76 and a. Failure of the Contractor to provide the Engineer with a RCW 60.28)provided the following conditions are met: field office when required by the Contract Provisions. 1. On contracts totaling more than$20,000.00, a release has b. Failure of the Contractor to protect survey stakes, been obtained from the Washington State Department of Revenue markers, etc., or to provide adequate survey work as required by (RCW 60.28.051). Section 1-05.5. 2. No claims, as provided by law, have been filed against c. Failure of the Contractor to correct defective or the retained percentage. u_ nauthorized work(Section 1-05.8) 3. Affidavit of Wages Paid is on file with the Contracting d. Failure of the Contractor to furnish a Manufacture's Agency for the Contractor and all Subcontractors regardless of tier Certificate of Compliance in lieu of material testing and inspection (RCW 39.12.040). as required by Section 1-06.3. In the event claims are filed the Contractor will be paid such e. Failure to submit weekly payrolls Intent to Pay. retained percentage less an amount sufficient to pay any such Prevailing Wage forms or correct underpayment to employees of claims together with a sum determined by the Contracting Agency the Contractor or subcontractor of any tier as required by Section sufficient to pay the cost of foreclosing on claims and to cover 1-07,9. attorney's fees. f. Failure of the Contractor to pay worker's benefits (Tide Retainage will not be reduced for any reason below the 50 and Title 51 RCW)as required by Section 1-07.10. minimum limit provided by law. g• Failure of the Contractor to submit and obtain approval Pursuant to Section 1-07.10, the Contractor is responsible for of a progress schedule per Section 1-08.3. submitting to the State L&I a "Request for Release" form in order The Contractor authorizes the Engineer to act as agent for the for the Contracting Agency to obtain a release from that Contractor disbursing such funds as have been withheld pursuant to department with respect to the payments of industrial insurance this section to a party or parties who are entitled to payment. medical aid premiums. The Contracting Agency will ensure the Disbursement of such funds, if the Engineer elects to do so, will be Washington State Employment Security Department and any made only after giving the Contractor 15 calendar days prior applicable Contracting Agency department or organization are written notice of the Contracting Agency's intent to do so and if notified of Contract completion in order to obtain releases from prior to the expiration of the 15-calendar day period those departments or agency organizations. 1. no legal action has commenced to resolve the validity of the claims, and 2. the Contractor has not protested such disbursement. Page-SP-16 Revision Date:May 19, 1997 •• 1-09 Measurement and Payment 1-09 Measurement and Payment A proper accounting of all funds disbursed on behalf of the of the responsibility to comply with all laws, ordina.,rPs and Contractor in accordance with this section will be made. A regulations — Federal, State, or local — that affect rl,P payment made pursuant to this section shall be considered as The date the Contracting Agency unilaterally signs the Final payment made under the terms and conditions of the Contract. The Progress Estivate constitutes the final acceptance date (Section t Contracting Agency shall not be liable to the Contractor for such 05.12). payment made in good faith. 1-09.11 Disputes and Claims If legal action is instituted to determine the validity of the claims prior to expiration of the 15-day period mentioned above, the Engineer will hold the funds until determination of the action or SECTION 1-09.11(2)IS REVISED AS FOLLOWS: written settlement agreement of the parties. 1-09.11(2) Claims (APWA) 1-09.90 Final Payment(APWA) Failure to submit with the Final Application for Payment Feral Upon Acceptance of the Work by the Contracting Agency the ch information and details as final amount to be paid the Contractor will be calculated based described in this section for any claim shalt operate as a waiver of upon a Final Progress Estimate made by the Engineer. Acceptance the claims by the Contractor as provided in Section 1-09.9. by the Contractor of the Final Payment shall be and shall operate as SECTION 1-09.11(3) IS DELETED AND REPLACED BY THE a release: FOLLOWING: 1 to the Contracting Agency of all claims and all liabilities of the Contractor, other than claims in stated amounts as may be 1-09.11(3) Time Limitations and Jurisdiction specifically excepted in writing by the Contractor, (APWA) 2 for all things done or furnished in connection with the This contact shall be construed and interpreted in accordance Woriq with the laws of the State of Washington.The venue of any claims 3 for every act and neglect by the Contracting Agency; and or causes of actions arising from this contract shall be in the 4 for all other claims and liability relating to or arising out Superior Court of the county where the work is performed. of the Work. For convenience of the parties to this contract, it is mutually A payment (monthly, final retainage or otherwise) shall not agreed that any claims or causes of action which the contractor has release the Contractor or the Contractor's Surety from any against the Contracting Agency arising from this contract shall be obligation required under the terms of the Contract Documents or brought within 180 days from the date of Final Acceptance of the the Contract Bond; nor shall such payment constitute a waiver of contract by the Contracting Agency. T_ he parties understand and the Contracting Agency's ability to investigate and act upon agree that the Contractor's failure to bring suit within the time findings of non-compliance with the WMBE requirements of the period provided shall be a complete bar to any such claims or Contract; nor shall such payment preclude the Contracting Agency causes of action. from recovering damages setting penal ties or obtaining such other It is further mutually agreed by the parties that when any remedies as may be permitted by law. claims or causes of action which a Contractor asserts against the Before the Work will be accepted by the Contracting Agency, Contracting Agency arising from this contract are filed with the the Contractor shall submit an affidavit on the form provided by Contracting Agency or initiated in court the Contractor shall die Engineer, of amounts.paid to certified disadvantaged (DB), permit the Contracting Agency to have timely access to any records minority (MBE) or women business enterprises (WBE) deemed necessary by the Contracting Agency to assist in evaluating participating in the Work_ Such affidavit shall certify the amounts the claims or actions. paid to the DB MBE or WBE subcontractors regardless of tier. On Federally-funded proiects the Contractor may also be 1-09.13 Arbitration required to execute and furnish the Contracting Agency an affidavit certifying that the Contractor has not extended any loans, gratuity SECTION 1-09.13(2) (RC) IS SUPPLEMENTED BY or gift and money pursuant to Section 1-07.19 of these REPLACING ALL REFERENCES TO •'THURSTON COUNTY" Specifications. WITH TEE WORDS "RING COUNTT " If the Contractor fails refuses or is unable to sign and return SECTION 1-09.13(3)IS SUPPLEMENTED BY ADDING: the Final Progress Estimate or any other documents required for the final acceptance of the contract the Contracting Agency 1-09.13(3) Procedures to Pursue Arbitration (RC) reserves the right to establish a completion bate and unilaterally The findings and decision of the board of arbitrators shall be accept the contract Unilateral acceptance will occur only after the final and binding on the parties unless the aggrieved party, within Contractor has been provided the opportunity, by written request 10 days challenges the findings and decision by serving and filing from the Engineer, to voluntarily submit such documents. If a petition for review by the superior court Of Kmg County, voluntary compliance is not achieved formal notification of the Washington The grounds for the petition for review are iimited to impending unilateral acceptance will be provided by certified letter showing that the findings and decision: from the Engineer to the Contractor which will provide 30 calendar 1 Are not responsive to the questions submitted; days for the Contractor to submit the necessary documents. The 2 Is contrary to the terms of the contract or any component 30-calendar day deadline shall begin on the date of the postmark of thereof; the certified letter from the Engineer requesting the necessary 3 is arbitrary and/or is not based upon the applicable facts documents This reservation by the Contracting Agency to and the law controlling the issues submitted to arbitration. The unilaterally accept the contract will apply to contracts that are board of arbitrators shall support its decision by setting forth in completed in accordance with Section 1-08.5 or for contracts that writing their findings and conclusions based on the evidence are terminated in accordance with Section 1-08.10. Unilateral adduced at any such hearing. acceptance of the contract by the Contracting Agency does not in any way relieve the Contractor of the provisions under contract or b Page-SP-17 Revision Date:May 19, 1997 1-10 Temporary Traffic Control 1-10 Temporary Trafllontr 1_ The arbitration shall be conducted in accordance with the If the Engineer requires the Contractor to furnish [Idl :V add:�u. ___l statutes of the State of Washington and court decisions governing channelizmg devices, pieces of equipment, or se rvteex which could such procedure. not be usually anticipated by a prudent contractor for the The costs of such arbitration shall be borne equally by the City maintenance and protection of traffic, then a new 'item or items and the contractor unless it is the board's majority opinion that the may be established to pay for such items. Further limitations for contractor's filing of the protest or action is capricious or without consideration of payment for these items are that 91-C-1 am not reasonable foundation. In the latter case, all costs shall be borne covered by other pay items in the bid proposal, they_ snot by the contractor. specified in the Special Provisions as incidenta_lndd the accumulative cost for the use of each individual chatirie]izinQ device, piece of equipment, or service must exceed $20p 1-10 Temporary Traffic Control cost for the duration of their need. In me event of disputes the Engineer will determine what is usually anticipated by a prudent SECTTON 1-10.1 IS SUPPLEMENTED BY ADDING THE contractor. The cost for these items will be by agreed price no ce FOLLOWING: established by the Engineer, or by force account. Additional items 1-10.1 General C required as a result of the Contractor's modification to the traffic When the bid proposal includes an item for 'Traffic Control,- control plan(s)appearing in the contract shall not be cover bed bed the the work required for this item shall be all items described in provisions in this paragraph. Section 1-10 including, but not limited to: If the total cost of all the work under the contract increases or 1. Furnishing and maintaining barricades, flashers, decreases by more than 25 percent, an equitable adjustment will be construction signing and other channelization devices, considered for the item "Traffic Control"to address the increase or unless a pay item is in the bid proposal for any spec decrease. device and the Special- Provisions specify furnishing, SECTION 1-10.2(1) TRAFFIC CONTROL SUPERVISOR IS maintaining and payment in a different manner for that REVISED AS FOLLOWS device; 2. Furnishing traffic control labor, equipment, and supervisory 1-10.2(1) Traffic Control Supervisor Ili (SA) personnel for all traffic control labor; 3. Furnishing any necessary vehicle(s) to set up and remove Sups:=wiser," Tthe Contractor shall designate an individual or the Class B construction signs and other traffic control individuals to perform the Traffic Control Supervisor's(TCS)duties devices. for the project. The TCS shall be certified inaa-a worksite traffic control iuecial 4. Furnishing labor and vehicles for patrolling and maintaining in position all of the construction signs and the traffic . The TCS shall assure that ly control devices, unless a pay item is in the bid proposal to l all the duties of the TCS are performed during the duration specifically pay for this work; and of the contract- 5. Furnishing labor, material, and equipment necessary for 7. Ensuring that corrections are made if traffic control cleaning up, removing, and replacing of the construction devices are not functioning as required. The TCS may signs and the traffic control devices destroyed or damaged make minor revisions to the traffic control plan to during the life of the project. accommodate site conditions as long as the original intent of the traffic control plan is maintained and the revision 6. Removing existing signs as specified or a directed by the har concumence of the UISDOT TGS is in conformance engineer and delivering to the City Shops or storing and re- with established standards. installing as directed by the Engineer. 7. Preparing a traffic control plan for the project and designating the person responsible for traffic control at the work site. The traffic control plan shall include descriptions of the traffic control methods and devices to be FAkf .Possession of a current flagging card used by the prime contractor, and subcontractors, shall be by the TCS is mandatory. submitted at or before the preconstruction conference, and SECTION 1-10.2(2)IS SUPPLEMENTED AS FOLLOWS: shall be subject to review and approval of the Engineer. 8. Contacting police, fire, 911, and ambulance services to 1-10.2(2) Traffic Control Plans C notify them in advance of any work that will affect and The Contractor shall be responsible for assuring that traffic traveled portion of a roadway. control is installed and maintained in conformance to established standards The Contractor shall continuously evaluate the 9. Assuring that all traveled portions of roadways are open to operation of the traffic control plan and take prompt auto traffic during peak traffic periods, 6:30 a.m. to 8:30 a.m., correct any problems that become evident during operation. and 3:00 p.m_ to 6:00 p.m., or as specified in the special SECTION 1-I0.3(3)HAS BEEN REVISED AS FOLLOWS: provisions, or as directed by the Engineer. 10. Promptly removing or covering all nonapplicable signs 1-10.3(3) Construction Signs during periods when they are not needed. All signs required by the approved traffic control Plan(s) as If no bid item 'Traffic Control" appears in the proposal then well as any other appropriate signs prescribed by the Engineer, or all work required by these sections will considered incidental and required to conform with established standards will be furnished by th Contractor. their cost shall be included in the other items of work. —r-- Page-SP-18 Revision Date:May 19, 1997 1-11 Renton Surveying Standards 1-11 Renton Surveying Standards No separate pay item will be provided in the bid proposal for The item "Traffic Control" will be considered for an eQuitable Class A or Class B construction signs. adjustment per.Section 1-04.6 only when the total Contract price increases or decreases by more than 25 percent. All ether--costs for the work to provide Class A or Class B construction signs shall be included in The Lump Sum uait contract price shall be full the unit contract price for the various other items of the work in the pay for all costs involved in furnishing the pilot ear(s),pilot car bid proposal. driver(s), and the appropriate pilot car sign(s)for any eae-pilot car operation. Any necessary flaggers will be paid under the SECTION 1-10.30 IS REVISED AS FOLLOWS. item for traffic control 12bo;. "Traffic Conugl Labo;,pc;hour 1-10.30 One-Way Piloted Traffic Control Through The Lump Sum wait contract price peg-ho,,shall be full Construction Zone pay for all costs for the labor provided for performin g those construction operations described in Section 1-10.3(1) and as to the authorized by the Engineer. t 213' The Lump Sum utiit contract price ca-shall be full pay for all costs for performing the work described in Section 1-10.3(3) and Section 1-103(4). This payment will include all labor, equipment, and vehicles 44: 11:11:14.1a; W 11IRG necessary for the initial acquisition, the initial installation of ic C.eutral. Class A signs,and ultimate return of all Contracting Agency- Contractor-Furnished One-Way Piloted Traffic Control. The furnished signs Contractor shall furnish the pilot car(s)and driver(s)for the pilot car 4% G; Fcrng;,GA 40m, the apppgval Qf the control area. Any necessary flaggers shall be furnished by the Eagincer� Contractor "Co,; The Lump Sum with contract price shall be full 23 cat 1.;41 pay for all costs involved in furnishing the person(s)assigned as the "Traffic Control Supervisor" during an >, DELSTE SECTION 1-10.4 AND REPLACE WITH: All costs for the vehicle(s)required for the Traffic Control Supervisor shall be included in the Lump 1-10.4 Measurement(RC) (SA) Sum wait contract price for"Traffic Control-SupcPA&ieF.„ No specific unit of measurement will apply to the lump sum Xhc lump Gum GwAract item of"Traffic Control". Payment I ; 6.1- lump Gum item =Tlcww� T—MG CQAtPQ SECTTON 1-10.5 IS REVISED AND SUPPLEMENTED AS FOLLOWS: 1-10.5 Payment (RC) d Payment for all labor, materials, and equipment described in Section 1-10 will be made in accordance with Section 1-04.1, for the following bid items when -included in the proposal: -Traffic Control,' lump sure. „ The lump stun contract price shall be full pay for all costs not hall be full covered by other specific pay items in the bid proposal for The Lump Sum unit- � contract price p -� furnishing installing; traffic maintaining, and removing tr control pay for all costs involved in furnishing the vehicle or vehicles devices required by the contract and as directed by the Engineer in for the work described in Section 1-10.3( conformance with accepted standards and in such a manner as to the minimize safety,and minimize disruption and inconvenience to the 1 abeam= public.. _Progress payment for the lump sum item -Traffic Control" 1-11 Renton Surveying Standards will be made as follows: a When the initial warning signs for the beginning of the project and the end of construction signs are installed 1-11.1(1) Responsibility for survey's under the and approved by the Engineer, 30 percent of the All surveys and survey reports shall be P P amount bid for the item will be paid. direct supervision of a person registered to practice land surveyuig under the provisions of Chapter 18.43 RCW. b Payment for the remaining 70 percent of the amount All surveys and survey reports shall be prepared in accordance bid for the item will be paid on a prorated basis in with the requirerpents established by the Board of Registration for accordance with the total job progress as determined Professional Engineers and Land Surveyors under the Provisions of by Progress payments. Chapter 18.43 RCW. t- Page-SP-19 Revision Date: May 19, 1997 1-11 Renton Surveying Standards 1-11 Renton Surveying S` ta_ n_da=ds_ " 1-11.1(2) Survey Datum and Precision(RC) In those cases where an electronic data collector is used a hard I The horizontal component of all surveys shall have as its copy print out in ASCII text format will accompany thC field notes. coordinate base: The North American Datum of 1983/91. All horizontal control for projects must be referenced to or in 1-11.1(5) Corners and Monuments (RC) conjunction with a minimum of two of the City of Renton's Survey Corner A point on a land boundary, at the juncture of or Control Network monuments. The source of the coordinate values more boundary lines. A monument is usually set at such points to used will be shown on the survey drawing per RCW 58.09.070. physically reference a corner's location on the ground. The horizontal component of all surveys shall meet or exceed Monument Any physical object or structure of record which the closure requirements of WAC 332-130-060. The control base marks or accurately references: lines for all surveys shall meet or exceed the requirements for a Class A survey revealed in Table 2 of the Mininuan Standard • A corner or other survey point established by or u_ nder the Detail Requirements for ALTAIACSM Land Title Surveys jointly supervision of an individual per section 1-11.1(li) and any established and adopted by ALTA and ACSM in 1992 or corner or monument established by the General Land Office comparable classification in future editions of said document. The and its successor the Bureau of Land Management including angular and linear closure and precision ratio of traverses used for section subdivision corners down to and in_eluding one- survey control shall be revealed on the face of the survey drawing, sixteenth corners; and as shall the method of adjustment. Any permanently monumented boundary, at of way The horizontal component of the control system for surveys aligtunent,or horizontal and vertical control points established using global positioning system methodology shall exhibit at least 1 part in 50 st reet intersections but excluding dep 000 precision in line length dependent error analysis at a any governmental agency or private surveyor including 95 percent confidence level and performed pursuant to Federal stendent interior lot Geodetic Control Subcommittee Standards for GPS control surveys COrn ' an as defined in Geometric Geodetic Accuracy Standards do SpeciUations for Using GPS Relative Positioning Teduriques dated 1-11.1(6) Control or Base Line Survg (RQ August 1 1989 or comparable classification in future editions of Control or Base Line Surveys shall be established for all said document.. construction projects that will create permanent structures such as The vertical component of all surveys shall be based on roads, sidewalks, bridges, utility lines or appurtenances, signal or NAVD 1988 the North American Vertical Datum of 1988, and light poles, or any non-single family building. Control or Base tied to at least one of the City of Renton Survey Control Network Line Surveys shall consist of such number of permanent benchmarks. If there are two such benchmarks within 3000 feet of monuments as are required such that every structure may be the project site a tie to both shall be made. The benchmark(s)used observed for staking or "as-builting" while occupying one such will be shown on the drawing. If a City of Renton benchmark does monument and sighting another such monument. AL minimum of not exist within 3000 feet of a project, one must be set on or near two of these permanent monuments shall be existing monuments, the project in a permanent manner that will remain intact recognized and on record with the City of Renton. The Control or throughout the duration of the project. Source of elevations Base Line Survey shall occupy each monument in turn, and shall (benchmark)will be shown on the drawing as well as a description satisfy all applicable requirements of Section 1-11.1 herein. of any bench marks established. The drawing depicting the survey shall be neat, legible, and drawn to an appropriate scale. North orientation should be clearly 1-11.1(3) Subdivision Information (RC) presented and the scale shown graphically as well as noted. The Those surveys dependent on section subdivision shall reveal drawing must be of such quality that a reduction thereof to one-half the controlling monuments used and the subdivision of the original scale remains legible. applicable quarter section. If recording of the survey with the King County Recorder is Those surveys dependent on retracement of a plat or short plat required it will be prepared on 18 inch by 24 inch mylar and will shall reveal the controlling monuments, measurements, and comply with all provisions of Chapter 58.09 RCW. A methodology used in that retracement. photographic mylar of the drawing will be submitted to the City of Renton and upon their review and acceptance per die specific 1-11.1(4) Fleld Notes (RC) requirements of the project the original will be recorded with the Field notes shall be kept in conventional format in a standard King County Recorder. bound field book with waterproof pages. In cases where an If recording is not required the survey drawing shall be electronic data collector is used field notes must also be kept with a prepared on 22 inch by 34 inch mylar, and the original or a sketch and a record of control and base line traverses describing photographic mylar thereof will be submitted to the City of Renton, station occupations and what measurements were made at each The survey drawings shall meet or exceed the *�uiy menTS of point. WAC 332-130-050 and shall conform to the City' of Renton's Every point located or set shall be identified by a number and Drafting Standards. American Public Works Association symbols a description. Point numbers shall be unique within a complete shall be used whenever possible and a legend shall identify all job. The preferred method of point numbering is field notebook, symbols used if each point marked by a symbol is not described at page and point set on that page. Example: The first point set or each use. found on page 16 of field book 348 would be identified as P_oint An electronic listing of all principal points shown on the No. 348.16.01,the second point would be 348.16.02,etc. drawing shall be submitted with each drawing. The listinld Upon completion of a City of Renton project, either the field include the point number designation (corresponding wig th that to notebook(s) provided by the City or the original field notebook(s) the field notes) a brief description of the point and northing, used by the surveyor will be given to the City. For all other work, easting, and elevation (if applicable) values all in ASCII format, surveyors will provide a copy of the notes to the City upon request. on IBM PC compatible media. t- Page-SP-20 Revision Date: May 19, 1997 1-11 Renton Surveying Standards 1-11 Renton Surveying Standards 1-11.1(7) Precision Levels(RC) 1-11.1(12) Monument Setting and Referencing turn Vertical Surveys for the establishment of bench marks shall All property or lot corners, as defined in 1-11,1(5), satisfy all applicable requirements of section 1-05 and 1-I IA- established or reestablished on a plat or other recorded surVey shall Vertical surveys for the establishment of bends marks shall be referenced by a permanent marker at the corner point per meet or exceed the standards specifications and procedures of third 11.2(1). In situations where such markers are impractical or in order elevation accuracy established by the Federal Geodetic danger of being destroyed, e.g., the front comers of lots a witne_cc Control Committee. marker shall be set. In most uses, this will be the extension of the Bench marks must possess both permanence and vertical lot line to a tack in lead in the curb. The relationship between the stability. Descriptions of bench marks must be complete to insure witness monuments and their respective comers shall be shown or both recoverablilty and positive identification on recovery. described on the face of the plat or survey of record e.g., "Tacks in lead on the extension of the lot side lines have been set in the 1-11 1(8) Radial and Station —Offset Topography curbs on the extension of said line with the curb." In all other C cases the corner shall meet the requirements of section 1-11.2(1) Topographic surveys shall satisfy all applicable requirements herein. of section 1-11.1 herein. All non corner monuments, as defined in 1-11.1(5) shall meet All points occupied or bade sighted in developing radial the requirements of section 1-11.2(2) herein. If the monument Wpography or establishing baselines for station—offset topography falls with in a paved portion of a right of way or other area the shall meet the requirements of section 1-11.1 herein. monument shall be set below the ground surface and contained The drawing and electronic listing requirements set forth in within a lidded case kept separate from the monument and flush section 1-11 1 herein shall be observed for all topographic surveys. with the pavement surface,per section 1-11.2(3). In the case of right of way centerline monuments all points of 1-11.1(9) Radial Topography (RC) curvature(PC),points of tangency(PT), street intersections,center Elevations for the points occupied or back sighted in a radial points of cul de sacs shall be set. If the point of intersection, PI, topographic survey shall be determined either by 1) spirit leveling for the tangents of a curve fall within the paved portion of the right with tttisdosure not to exceed 0.1 feet or Federal Geodetic Control of way, a monument can be set at the PI instead of the PC and PT Committee third order elevation acmracy specifications. OR 2) of the curve. trigonometric leveling with elevation differences determined in at For all non corner monuments set while under contract to the least two directions for each point and with misclosure of the City of Renton or as part of a City of Renton approved subdivision circuit not to exceed 0.1 feet. of property, a City of Renton Monument Card (furnished by the city) identifying the monument; point of intersection(PI) point of 1-11.1(10) Station—Offset Topography(RC) tangency (M point of curvature (PC) one-sixteenth corner, Plat Elevations of the baseline and topographic points shall be monument street intersection etc., complete with a description of determined by spirit leveling and shall satisfy Federal Gwde is the monument, a minimum of two reference points and NAD 83/91 Control Committee specifications as to the turn points and shall not coordinates and NAVD 88 elevation shall be filled out and filed exceed 0.1 foot's error as to side shots. with the city. 1-11 1(11) As-Built Survey(RC) 1-11.2 Materials All improvements required to be 'as-built" (post constriction survey) per City of Renton Codes TITLE 4 Budding Regulations 1-11 2(1) Property/Lot Corners(RC) and TITLE 9 Public ways and Property, must be located both Corners per 1-11.1(5) shall be marked in a permanent manner horizontally and vertically by a Radial survey or by a Station offset such as 1/2 inch diameter rebar 24 inches in length durable metal survey. The 'as-built" survey must be based on the same base line plugs or caps tack in lead etc and permanently marked or tagged or control survey used for the construction staking survey for the with the surveyor's identification number. The specific nature of i rovements being 'as-built' The 'as-built' survey for all the marker used can be determined by the surveyor at the time of subsurface improvements should occur prior to bacldillin�. Close installation. cooperation between the installing contractor and the 'as-builtmg surveyor is therefore required. 1-11.2(2) Monuments (RC) set All "as-built" surveys shall satisfy the requirements of section Monuments per 1-11.1(5) shall meet the requirements as 1-11.1(1) herein grid shall be based upon control or base hie forth in City of Remora Standard Plans page H031 and pernianen� surveys made in conformance with these Specifications. marked or tagged with the surveyor's identification um—bet- The field notes for 'as-built" shall meet the requirements of section 1-11.1(4) herein and submitted with stamped and signed 1-11.2(3) Monument Case and Cover 'as-lwilt" drawings which includes a statement certifying the Materials shall meet the requirements of section 9-22 and C accuracy of the'as built'. of Renton Standard Plans page H031. The drawing and electronic listing requirements set forth in section 1-11.1(6) herein shall be observed for all "as-built" surveys. 1- Page-SP-21 Revision Date. May 19, 1997 2-02 Removal of Structures and Obstructions 2-03 Roadway Excavation and Embankment DIV1SIOn 2 Earthwork quantities and changes will be comn„rP i cuter manually or by means of electronic data processor ''"uipmenr b. Earthwork use of the average end area method. Any changes to the prop, be y. work as directed by the Engineer that would alter ti�_r U quantities;be calculated by the Engineer and submitted to then the Contractor for his review and verification. 2-02 Removal of Structures and Any excavation or embankment beyond the limits indicated in Obstructions the Plans, unless ordered by the Engineer, shall not be ord for Paid f All work and material required to return these ar to their original conditions, as directed by the Engineer shhall be rovided SECTION 2-02.3(3) IS REVISED AND SUPPLEMENTED AS by the Contractor at his sole expense. p FOLLOWS: All areas shall be excavated, filled and/or backfilled as necessary to comply with the grades shown on the Plats In filled 2-02.3(3) Removal of Pavement, Sidewalks, and and backfilled areas, fine grading shall begin during the placement Curbs C� and the compaction of the final layer. In cut sections, fine grading In removing pavement, sidewalks, and curbs, the Contractor shall begin within the final six (6) inches of cut Final grading shall: shall produce a surface which is smooth and even without abrupt 1. Haul broken-up pieces into changes in grade. to sonic off-project site Excavation for curbs and gutters shall be accomplished by cutting accurately to the cross sections grades and elevations S. When an area where shown. Care shall be taken not to excavate below the specified re pavement has been removed is to be grades. The contractor shall maintain all excavations free from opened to traffic before pavement patching has been completed, detrimental quantities of leaves, brush sticks trash and other temporary mix asphalt concrete patch shall be required. debris until final acceptance of the Work. Temporary patching shall be placed to a minimum depth of 2 Following removal of topsoil or excavation-to inches immediately after backfilling and compaction are complete, grade and before placement of fills or base course the subgrade under the and before the road is opened to traffic. MC cold mix or MC hot roadway shall be proofrolled to identify any soft or loose areas mix shall be used at the discretion of the Engineer. which may warrant additional compaction or excavation and If pavements, sidewalks, or curbs lie within an excavation replacement. area and are not mentioned as separate pay items, their removal The Contractor shall provide temporary drainage or protection will be paid for as part of the quantity removed in excavation. If to keep the subgrade free from standing water. e set Acceptable excavated native soils shall be used for fill in the mentioned as a separate item in the proposal, they will be measured area requiring fills. Care shall be taken to place excavated material and paid for as provided under Section 2-02.5, and will not be at the optimum moisture content to achieve the specified included in the quantity calculated for excavation. compaction. Any native material used for fill shall be free of SECTION 2-02.5 IS SUPPLEMENTED BY ADDING. organics and debris and have a maximum particle size of 6 inches. It shall be the responsibility of the Contractor to prevent the ?x02.5 Payment RS _ native materials from becoming saturated with water. The 2. "Saw Cutting', per Lineal Foot. measures may include sloping to drain compacting the native 3. 'Remove Sidewalk",per Square Yard. materials, and diverting runoff away from the materials. If the 4. "Remove Curb and Gutter",per Lineal Foot. Contractor fails to take such preventative measures, any costs or 5. 'Cold Mix',per Ton delay related to drying the materials shall be at his own expense. 6. 'Remove Asphalt Concrete Pavement,'per square yard. If the native materials become saturated, it shall be the 7. 'Remove Cement Concrete pavement,"per square yard. responsibility of the Contractor to dry the materials, to the 8. "Remove existing . " per optimum moisture content. If sufficient acceptable native soils are All costs related-to the removal and disposal of structures and not available to complete construction of the roadway embankment, obstructions including saw cutting, excavation, backfilling and Gravel Borrow shall be used. temporary asphalt shall be considered incidental to and included in If subgrade trimmer is not required on the project,all portions other items unless designated as specific bid items in the proposal. of Section 2-03 shall apply as though a subgrade trimmer were specified. If sufficient acceptable native soils as determined by the 2-03 Roadway Excavation and Engineer, are not available to complete construction of the roadway Embankment embankment Gravel Borrow meeting the requirements of Section 9-03.14 of the Standard Specifications shall be used. SECTION 2-03.3 IS SUPPLEMENTED BY ADDING THE SECTION 2-03.4 IS SUPPLEMENTED BY ADDING THE FOLLOWING: FOLLOWING: 2-03.3 Construction Requirements (RC) 2-03.4 Measurement (RC) Roadway excavation shall include the removal of all materials The Contracting Agency will use the following methods to excavated from within the limits shown on the plans. Suitable measure work performed unless specific exceptions in other excavated material shall be used for embankments while surplus sections provide otherwise: excavated material or unsuitable material shall be disposed of by I. At the discretion of the engineer, roadway excavation, .�. the Contractor. borrow excavation and unsuitable foundation excavation - by the t- Page-SP-22 Revision Date:May 19, 1997 2-04 Haul 2-09 Structure Excavation cubic yard (adjusted for swell) may be measured by truck in the 2-06 Subgrade Preparation hauling vehicle at the point of loading. "Ile contractor shall provide truck tickets for each load removed. Each ticket shall have SECTION 2-06.5 IS SUPPLEMENTED BY AD the truck number, time and date and be approved by the engineer. FOLLOWING: DING TAE SECTION 2-03.5 IS REVISED AS FOLLOWS: 2-46.5 Payment (RC) 2-03.5 Payment (RC) Subgrade preparation and maintenance including watering Payment will be made for the following bid items when they shall be considered as incidental to the construction and all costs are included in the proposal: thereof shall be included in the appropriate unit or lump sum 1. "Roadway Excavation" or "Roadway Excavation—Area contract bid prices. A(B, C, etc.)", per cubic yard. When the Engineer orders excavation 2 feet or less below 2-09 Structure Excavation subgrade, unit contract prices for roadway excavation and haul shall apply. If he orders excavation more than 2 feet below SECTION 2-09.1 IS SUPPLEMENTED BY ADDING THE subgrade, that part below the 2-foot depth shall be paid for as FOLLOWING. provided in Sacsiop-3-04,4 Item 3 of this payment section. In this l case, all items of work other than roadway excavation shall be paid 2-09.1 Description (RC) at unit contract prices. This work also includes the excavation haul and disposal of The unit contract price per cubic yard shall be full pay for all unsuitable materials such as peat, muck, swampy or unsuitable excavating, loading, placing, or otherwise disposing of the materials including buried logs and stumps. material. 2-09.3 Construction Requirements tThe unit contract price per cubic yard shall SECTION 2-09.3(1)D IS REVISED AS FOLLOWS: include haul. 3. "Unsuitable Foundation Excavation",per cubic yard. 2-09.3(1)D Disposal of Excavated Material(RC) The unit contract price per cubic yard for "Unsuitable All costs for disposing of excavated material within the project Foundation Excavation" shall be full pay for excavating, loading, limits shall be included in the unit contract price for structure and disposing of the material. excavation, Class A or B. p;g1viae,-i in Ssct;oal 04 &hall apply, except 'Awn ;he bid item �nd uWar-W40 a 'JiGPOV-1 Gi4Q, ths StAg Will FaY aG in The unit contract price per cubic yard shall include haul. 7. " 4.A;& cog; cubic 3-r-A M664 the requir-ments of C--; If the contract includes strucatre excavation, Class A or B. CQMP=;QA* ch�!! be full Pa3-f4-all mater-W, Inbor, tools, including haul, the unit contract price shall include all costs for loading and hauling the material the full required distance,. otherwise all such disposal costs shall be considered incidental to the work. A.Athgp nra made by Payment for embankment compaction will not be made as a separate item. All SECTION 2-09.4 IS REVISED AND SUPPLEMENTED AS costs for embankment compaction shall be included in other bid FOLLOWS: items involved. 2-09.4 Measurement (RC) Gravel backfill. All gravel backfill will be 2-04 Haul measured by the cubic yard in place determined by the neat lines required by the l Plans or by the ton as measured in conformance with section 1-09.2. SECTION 2-04.5 IS REVISED AND SUPPLEMENTED AS Gravel backfill used for pipe bedding shall be incidental to the FOLLOWS: installation of the pipe or paid for as other gravel backfill unless a specific separate pay item is included in the contract for gravel 2-04,5 Payment (RC) backfill for pipe bedding. SECTION 2-09.5 IS REVISED AND SUPPLEMENTED AS FOLLOWS: All costs for the hauling of material to from or on the job Payment site shall be considered incidental to and included in the unit price 2�Payment will be made for the following bid items when they of other units of work. are included in the proposal: "Structure Excavation Class A", per cubic yard. "Structure Excavation Class B", per cubic yard. "Structure Excavation Class A Incl. Haul", per cubic yard. "Structure Excavation Class B Incl. Haul", per cubic yard. The unit contract price per cubic yard for the bid items listed as I through 4 above shall be full pay for all labor, materials, I tools, equipment, and pumping or shall be included in the unit bid price of other items of work if "Structure Excavation" or Page-SP-23 Revision Date:May 19, 1997 2-09 Structure Excavation 2-09 Structure E=ation_ "Structure Excavation Inc( Haut" are not listed as pay items in the I contract. "Shoring or Extra Excavation Class B",per square foot. The unit contract price per square foot shall be full pay for all excavation, backfill, compaction, and other work required when extra excavation is used in lieu of constructing shoring. If select backfill material is required for backfrlling within the limits of the structure excavation, it shall also be required as backfill material for the extra excavation at the Contractor's expense. Any excavation or backfill material being paid by unit price shall be calculated by the Engineer only for the neat line measurement of the excavation and shall not include the extra excavation beyond the neat line. If there is no bid item for shoring or extra excavation Class B on a square foot basis and the nature of the excavation is such that shoring or extra excavation is required, then shoring or extra excavation shall be considered incidental to the work involved and no further compensation shall be made. `Gravel Backfill (Kind) for (Type of Excavation), per Cubic Yard or per Ton". . When gravel backfill is paid by the ton, the Contractor shall take care to assure to the satisfaction of the Engineer that such per ton backfill is only being used for the specified purpose and not for purposes where backfill is incidental or being paid by cubic yard. Evidence that per ton gravel backfill is not being used for its designated purpose shall be grounds for the Engineer to deny payment for such load tickets. Unless included in the contract as a separate pay item, gravel backfill used for pipe bedding shall be considered incidental to the installation of the pipe or shall be included in the gravel backfill used to backfill the trench, if a separate pay item is included for trench backfill. t- Page-SP-24 Revision Date: May 19, 1997 3 No supplemental specifications were necessary 4 No supplemental specifications were necessary Division 3 Production From Quarry and Pit Sites Division 4 and Stockpiling gases 3 No supplemental specifications were 4 No supplemental specifications were necessary necessary No supplemental specifications were necessary for Division 3. No supplemental specifications were necessary for Division 4. t, Page-SP-25 Revision Date:May 19, 1997 5-04 Asphalt Concrete Pavement 5-04 Asphalt Concrete=m t Division 5 (2) alt calu�,t Surface Treatments and Pavements suupleb-seWhen a sample from uncompacted mix is need �e Contractor shall ensure that the samples can—�L- 5-04 Asphalt Concrete Pavement p --be obtained in accordance with WSDOT Test Method 712. SECTION 5-04.3(8)A IS REVISED AND SUPPLEMENTED AS hauling icla FOLLOWS: B. Definition of Sampling Lot and Sublot. For the purpose of acceptance sampling and testing, a lot-is is-sl}all- defined as 5-04.3(8)A Acceptance Sampling and Testing(RC) � total quantity of material or work produced for each 1. General. Acceptance of asphalt cement concrete shall be iob mix as�rovided under-statistical-or a nonstatistical acceptance. formula (JMF). Only one lo[ per JMF is expected to occur-for, Determination of-ststisticsl-eF nonstatistical acceptance shall be based on proposal quantities and shall consider the total of all bid items involving mix of a specific class. n-GOPUAGO -be-- tee Dense graded mixes (asphalt concrete pavement Classes A, B, E, F. and G) shallwW be evaluated for quality of gradation on a expecwd to 0-cl-w. ;Phu CgAtracto; may not daily" basis by the Contractor. This gradation analysis shall be _ The JMF(job Mix PQr= is defm in Section 9- based on WSDOT Test Method 104 and the results delivered to the 03.8(6)A (Basis of Acceptance). The Contractor may not make Contracting Agency by noon of the following working day. This any changes to the JMF without prior written approval of the information shall be used by the Engineer to evaluate conformance with Section 9-03.8(6)A.2.-and Engineer.A.2.-aud A-asphalt content shall be tested at T� r.,�r.-,.-r.,r ,,, „ o..r 1, rl, ,,,,-. rc ,,, the Eengineer's discretion if the Compaction Pay Factor(Section 5- 04.3(10)B)falls below 1.00. The Contracting Agency may take their own independent gradation samples at the stockpile to confirm the gradation testing done by the contractor. If the independent sample gradation varies from the Contractor's data by more than ±3% for sieve sizes greater than 1/4" and t2% for sieves smaller than the No. 10, then the costs of the sampling and testing shall be borne by the Contractor. If the tTest results vary from the Contractor's data pr-9vido not less than five Sublat-P, bascd on prop ass-within the ranges listed above , then Sampling and testing for nonstatistical acceptance shall be the cost of sampling and testing will be borne by the Contracting performed on a random basis at a minimum frequency of one Agency sample for each sublot of 400 tons or each day's production, .,.JLh. o,-,6,ara,r f r quality of ..,-adnr:.,., only, Toter;.,.. ,.,;ll ho whichever is least. When proposal quantities exceed 1,200 tons for a class of mix under nonstatistical acceptance, sublot size shall be determined to the nearest 100 tons to provide not less than three uniform sized subiots, based on proposal quantities, with a rp@Gifically provided oghapukc in. the Spccial Pro maximum sublot size of 800 tons. C. Test Results. The Engineer will furnish the Contractor with a copy of the results as they become available.. of all ,(2) iG adminirtared widgr- the 1p;:ovisioar, of: Saction 5 04 5(1) copLance &864 ag PQ1f'9RnQd ;A&h@ f4@l"b3':7;00 MgMiR-g Quality A&suranc-Wice Adjustments and evalliatiGn of quality, qAd four hourr -fier the bogianing Qf &W ROX4 pa,Li-- Tjft Xh.6- that clagg of;n;x exceed 1,500 tong wMpling, the compgsita Ply PqG4Q;: (GR ) of W—WiT446" D. Test Methods. When sample testing of n halt content is necessary, Aa_cceptance sestiag for compliance 2. Aggregates. _Aggregates will be accepted for sand will use the Nuclear Asphalt Gauge Procedure; WSDOT Test Method 722-T. When sample testing of gradatio equivalent and fracture based on their conformance to the n is necessary, requirements of Section 9-03.8(2). Aacceptance testing for compliance of gradation will use the Quick - Determination of Aggregate Gradation using Alternate Solvent 3. Asphalt Cement. Asphalt Cement will be accepted fey Procedure; WSDOT Test Method 723-T. E. Reject Mixture tasty-based on their-conformance to the requirements of Section 9 (1) Rejection by Contractor. The Contractor tray, prior to 02.1(40. Testing of asphalt properties to assure certification shall sampling, elect to remove any defective material and replace it be the responsibility of the contractor. If the vendor or grade of with new material at no expense to the Contracting Agency. Any the asphalt cement changes, a new job mix formula (JMF) shall be such new material will be sampled, tested, and evaluated for evaluated and approved. , 43. Asphalt Concrete Mixture acceptance. (2) Rejection_-b Engineer Without TestingWiiheu A. Sampling The Engineer ma y, without sampling,ng, reject any batch load or (1) A sample will not be obtained from either the first or last section of roadway 25 tons of mix produced in each production shift. t- Page-SP-26 Revision Date:May 19, 1997 5-04 Asphalt Concrete Pavement 5-04 Asphalt Concrete Pavement t;iatsFial that appears defective in gradation or asphalt comsat SECTION 5-04.03(10)A IS SUPPLEMENTED By ADDING content. Material rejected before placement shall not be THE FOLLOWING: incorporated into any" pavement. Any rejected section of 5-04.3(10)A General (RC) compacted roulwayElyement shall be removed. No payment will be made for the rejected materials or the The Contractor shall not use vibration when compacting on a removal of the materials unless the Contractor requests that the street where A.C. Line (Transite) ism place (refer to City of rejected material be tested. If the Ccontractor elects to have the Renton Comprehensive Water System Plan to Identify locations of rejected material tested, a minimum of three representative samples A.C. lines.) will be obtained and tested. Representative samples to be removed SECTION 5-04.3(10)B IS REVISED AS FOLLOWS. for testing from compacted pavement shall be removed by coring. 5-04.3(10)B Control (SA) Asphalt concrete pavement Classes A, B. E, and F used in M.-A06-1;r 40-&�41;2A 0.751 nQ pi'molu will be MqAQ fQr the rejected traffic lanes, including lanes for ramps, truck climbing, weaving, and speed change, and having a specified compacted course thickness greater than 0.10 foot, shall be compacted to a specified — level of relative density. The testing shall occur on a sublot basis using the definition of a sublot described in Section 5-04.3(8). The Dr "s eregar specified level of relative density shall be wkh 921..0 percent of the cceptance of the initially reference maximum density rejected std material will use the acceptance sampling and Method 7.05._The reference maximum density shall be determined testing methods if the material does not fall within the job mix as that developed in the job mix formula formula tolerances of Section 9-03.8(6)A the mix will be rejected and all costs associated with sampling testing and removal shall be . If the Contractor chooses, a moving borne by the Contractor. The rejected material must be removed average of the three most recent tests of maximum density may be and replaced with new material at no expense to the Contracting determined through the use of WSDOT Test Method 705 by the Agency. If the material falls within the lob mix formula Contractor at the Contractor's expense. The specified level of tolerances the mix will be accepted for quality of mix but will density attained will be, determined by the average statistical remain subject to the compaction adjustment of Seaton 5-04.3(10) gvaluati"—of three five nuclear density gauge tests taken in and all costs associated with sampling and testing will be borne by accordance with WSDOT Test Method 715 on die day the mix is the Contracting Agency. placed (after completion of the finish rolling) at locations determined by om sa Brig--$recgdura within each density lot AWAG&W4 iA gr-adWOR OF ar'PhAt cament content Such- &-olngs'l n single day's pr-o,'uG4ioa or, app;:oximazaly 400 topA, achichouar-mic less*The Engineer will a copy of die results of all acceptance testing performed in the field as soon as the results are availabl t", 'T.nn the Agming-Qf the Next Pavement compaction below 89 percent of the reference maximum density shall not be accepted Relative densities falling between 89 percent and 92 pc* t shall be subject to the price adjustments of Section 5- 04.5(1)B. dctvaiid. For compaction lots falling below a CPF of 1.00 PaY.I'xt" and thus subject to price reduction or rejection, coresY be used as an alternatives to the nuclear density gauge tests. A4A* Cgntpactgr, they shall be ;vquasted b) a€tsr pw4agr-When the Contracting Agency reauests cores and the level of relative density within a sublot is less than 92.0 PerUCHL, tThe cost for Llia-conng Drop& Wow 1 00 -lid the and testing shall be borne by the Contractor When the Contractin ihan 0.75, Agency requests cores and the level of relative density within a sublot is greater than 92.0 percent the cost for ccinng and ;A411 be shall be borne by the Contracting Agency. sxpsasss-s At the start of paving, if requested by the Contractor, a compaction test section shall be constructed, as directed by the Engineer, to determine the compactibility of the mix design. t- Page-SP-27 Revision Date:May 19, 1997 5-04 Asphalt Concrete Pavement 5-04 Asphalt Concrete P� av�t_ Compactibility shall be evaluated as the ability of the mix to attain SECTION 5-04.5(1) QUALITY ASSURANCE PRICE a ig ven quality level corresponding to a pay factor of 1.00 or ADJUSTMENTS IS DELETED. greater referenced to the specified minimum density (9Z4 percent SECTION 5-04.5(1)A IS DELETED AND REPLACED of the reference maximum density WITH THE FOLLOWING: Method 705). If a compaction test section is requested, a Compaction pay factor of 1.00 shall apply until compatibility is 5-04.5(1)A Price Adjustments for Quality of AC Mix proven. Following determination of compactibility, the Contractor (RC) is responsible for the control of the compaction effort. If the Contractor does not request a test section, the mix will be Nonstatistical Acceptance-Each lot of asphalt concrete pavement produced and having all constituents falling within considered compactible. the limits of the job mix formula shall be accepted at the unit Asphalt Concrete Classes A, B, E, F, and G constructed contract price. If the constituents of the mix fall outside the under conditions other than listed above shall be compacted on the limits of the job mix formula, the mix shall not be accepted tea basis of a test point evaluation of the compaction train._ The test Section 5-04.3(8)Rejection of Mixture). --`— point evaluation shall be performed in accordance with instructions from the Engineer. The number of passes with an approved SECTION 5-04.5(1)B IS REVISED AND SUPPLEMENTED AS compaction train, required to attain the maximum test point FOLLOWS. density, shall be used on all subsequent paving. 5-04.5(1)B Price Adjustments for Quality AC Asphalt Concrete Class D and preleveling mix shall be compacted to the satisfaction of the Engineer. Compaction ARC) In addition to the randomly selected locations for tests of the For each sublot a Compaction Pay density, the Engineer may also isolate from a normal lot any area Factor } will be that is suspected of;,_being defective in relative density. Such determined based on the relative density of the: tests. The isolated material will-not include an original sample location. A following table lists the Compaction Pay Factors and their minimum of three S randomly located density tests will be taken. associated relative density. 'TMs CIPAP equals 4.e a:Fr._„___ The isolated area will then be evaluated for price adjustment in accordance with this on, considering it as a separate_7strblotlet. -CW F the quantity of qsphalt Goncrctc in the GQMpaction co aLUL!a-teas- SEMON 5-04.5 IS REVISED AS FOLLOWS: 5-04.5 Payment (RC) Relative Density Compaction Pay Factor (average of three tests) "Mist and/or Driveway Asphalt Conc. Approach Cl. _ 292.0 1.00 per ton. This item,when included in the contract, includes asphalt 91.5 0.99 paving for areas such as driveways and traffic islands that are not 91.0 0.95 part of other paving work. 90.5 0.91 90.0 0.85 job Mix Complinnce Price Adjustment" *411 be calculated and 89.5 0.80 mid f r-as descr;bcd in Sect;.,,, 5 nn sire 89.0 0.75 t- Page-SP-28 Revision Date:May 19, 1997 6-12 Rockeries 6-12 Rockeries and have a stable appearance. The rocks shall be carefully placed Division 6 by mechanical equipment and in a manner such that Inc longitudinal Structures axis if the rock shall be at right angles or perpendicular to the rockery face. The rocks shall have all inclining faces sloping to the back of the rockery. Each row of rocks will be seated as SECTION 6-12 IS A NEW SECTION tightly and evenly as possible on the rock below in such a manner that there will be no movement_between the two. After settin a 6-12 Rockeries course of rock all voids between the rocks shall be chinked on the back with quarry rock to eliminate any void sufficient to pass a 2 inch square probe. 6-12.1 Description (RQ The work described in this section regardless of the type of 6-12.3.1 Rockery Backfill (RC) The wall backfill shall consist of 1-1/2 inch minus crushed materials encountered includes the excavation and shaping of the rock or gravel conforming to section 9-03.9(3). This material will cut or fill slopes and furnishing and constructing rockeries/rock be placed to an 8 inch minimum thickness between the entire wall retaining wall where shown on the plans or where directed by the and the cut or fill material. The backfill material will be placed in engineer. lifts to an elevation approximately 6 inches below the course of 6-12.2 Materials (RC) rocks placed. The backfill will be placed after each course of rocks. Any backfill material on the bearing surface of the rock Rock walls shall be formed of larger pieces of quarried basalt, course will be removed before setting the next course. andesite or other igneous rock Individual pieces of rock shall be sound and resistant to weathering When broken into pieces 6-12.3.2 Drain Pipe (RC) weighing 50 to 150 grams and tested for soundness with sodium A 4 inch diameter perforated pvc pipe shall be placed as a sulphate in accordance with aashto t104, the loss through a one- footing drain behind the rockeries as shown in the standard plans, inch sieve after 6 cycles shall not exceed 35% by weight. and connected to the storm drainage system where shown. The rock material shall be as nearly rectangular as possible so as to afford the minimum amount of void space between the blocks. 6-12,3.3 Rejection Of Material(RC) No stone shall be used which does not extend through the wall. The inspector will have the authority to reject any defective The rock material shall be hard sound durable and free from material and to suspend any work that is being improperly done, weathered portions seams cracks and other defects. subject to the final decision of the engineer. All reiected material The rock density shall be a minimum of 160 pounds per cubic will be removed from the construction site and any rejected work foot. The source of supply and representative samples of the shall be repaired or replaced at no additional cost to the Owner. material shall be approved by the engineer before delivery to the 6-12.4 Measurement (RC) site. The rock walls shall be constructed of one-man rocks, (85 to _Measurement of the finished rock wall: for payment will be 300 pounds) each 10" in its least dimension; two-man rocks, (300 made from the footing grade to the top of the wall and rounded to to 600 pounds) each 13" in its least dimension; three-man rocks the nearest square yard. (800 to 1,20o pounds) each 16" in its least dimension; four-man rocks(1,5W to 2,200 pounds) each 18" in its least dimension. The 6-12.5 Payment (RC) rocks shall range uniformly in size for each classification specifies. Payment will be made under the item "rock retaining wall", T'he four-man rocks shall only be used for the first course Of per square yard. rock in walls over 6 feet in height. The unit price per square yard shall be full compensation for 642,3 Construction Requirements (RQ the rockery/rock retaining wall in place and shall include all work, materials and equipment required to complete the_installation, TTie rock unloading at the site will be done in such a manner including drainage pipe and all other items. as to segregate the rock by the size ranges indicated in the preceding paragraph. The walls shall be started by excavating a trench not less than 6 inches or more than one foot in depth below subgrade in excavation sections or not less than 6 inches or more than one foot in depth below the existing ground level in embankment sections. Areas on which the rockery is to be placed shall be trimmed and dressed to conform to the elevation or slope indicated. The rock wall construction shall start as soon as possible upon the completion of the cut or fill section. Rock selection and placement shall be such that there will be no open voids in the exposed face of the wall over 6 inches across in any direction The rocks shall be placed and keyed together with a minimum of voids Particular attention shall be given to the placing and keying together of the final course of all rockeries. The final course shall have a continuous appearance and be placed to minimize erosion of the backfill material. The larger rocks shall be placed at the base of the rockery so that the wall will be stable 1- Page-SP-29 Revision Date: May 19, 1997 7-01 Drains 7-04 Storm Sewers Division 7 Corrugated Polyethylene Culvert Pipe 9-05.19 Where steel or aluminum are referred to in this Section in Drainage Structures, Storm Sewers, regard to a kind of culvert pipe, pipe arch, or end sections it shall Sanitary Sewers, Water Mains, and understood that steel is zinc coated with Asphalt it I (galvanized) or aluminum coated (aluminized) corrugated iron or Conduits steel, and aluminum is corrugated aluminum alloy as specified in Sections 9-05.4 and 9-05.5. Where plain or reinforced concrete steel or alum, referred to in Section 7 62 it shall be understood that reference i;; 7-01 Drains also made to PVC. SECTION 7-01.2 IS REVISED AS FOLLOWS., 7-01.2 Materials C 7-03 Structural Plate Pipe, Pipe Arch, Arch, and Underpass Drain pipes may be concrete, zinc coated (galvanized)Asphalt Treatment I or aluminum coated (aluminized) corrugated iron or SECTION 7-03.2 IS REVISED AS FOLLOWS: steel with Asphalt Treatment 1, corrugated aluminum alloy, polyvinyl chloride (PVC), or corrugated polyethylene (PE) at the 7-03.2 Materials (RC) option of the Contractor unless the Plans specify the type to be used Materials shall meet the requirements of the following sections: SECTION 7-01.3 IS-REVISED AS FOLLOWS: Concrete Class 3000 6-02 7-01.3 Construction Requirements Corrugated Steel Asphalt Treatment I 9-05.6(8) I (RC) Corrugated Aluminum 9-05.6(8) PVC drain pipe shall be jointed with a bell and spigot joint Reinforcing Steel 9-07 using a flexible elastomeric seal as described in Section 9-04.8. The bell shall be laid upstream. PE or ABS drain pipe shall be SECTION 7-03.5 IS REVISED AS FOLLOWS: jointed with snap-on, screw-on, or wraparound coupling bands as recotmended by the manufacturer of the tubing. 7-03.5 Payment R�. I PVC underdrain pipe shall be jointed using either the flexible Payment will be made in accordance with Section 1-04.1, for elastomeric seal as described in Section 9-04.8 or solvent cement as each of the following bid items that are included in the proposal: described in Section 9-04.9, at the option of the Contractor unless "St. Str. Plate Pipe — Gage In. Diam.", r linear otherwise specified in the Plans. The bell shall be laid upstream. per I PE or ABS drainage tubing underdrain pipe shall be jointed with foot with Asphalt Treatment I. snap-on, screw-on, or wraparound coupling bands, as "St. Str. Plate Pipe Arch—Gage—Ft.__In. Span", recommended by the manufacturer of the tubing. per linear foot with Asphalt Treatment I. "St. Str. Plate Arch_Gage—Ft. _In. Span", per SECTION 7-01.4 IS SUPPLEMENTED ADDING THE linear foot with Asphalt Treatment I. FOLLOWING: "Structure Excavation Class B", per cubic yard. "Structure Excavation Class B Incl.Haul",per cubic yard. 7-01.4 Measurement I2C� If no bid item for Structure Excavation Class A or Structure When the contract does not include "structure excavation Excavation Class B including haul is included in the schedule of Class B"or'Structure excavation Class B including haul" as a pay prices then the work will be considered incidental and its cost item all costs associated with these items shall be included in other should be included in the cost of the pipe. "Shoring or Extra contract pay items. Excavation Class B". If it is not in the contract, then it shall be incidental. 7-02 Culverts 7-04 Storm Sewers SECTION 7-02.2 IS REVISED AND SUPPLEMENTED AS FOLLOWS: SECTION 7-04.2 IS REVISED AS FOLLOWS: 7-02.2 Materials (RC) 7-04.2 Materials(RC) I Materials shall meet the requirements of the following Where steel or aluminum are referred to in this Section in sections: regard to a kind of storm sewer pipe, it shall be understood that I Plain Concrete Culvert Pipe 9-05.3(1) steel is zinc coated (galvanized)., Asphalt Treatment I Coated er Reinforced Concrete Culvert Pipe 9-05.3(2) corrugated iron or steel and Beveled Concrete End Sections 9-05.3(3) aluminum is corrugated aluminum alloy as specified in Sections Steel Culvert Pipe and Pipe Arch, Asphalt Treatment I 9-05.4 9-05.4 and 9-45.5. Steel Nestable Pipe and Pipe Arch, Asphalt Treatment I 9-05.4(8) Steel End Sections, Asphalt Treatment I 9-05.4(9) Aluminum Culvert Pipe 9-05.5 Aluminum End Sections 9-05.5(6) Solid Wall PVC Culvert Pipe 9-05.12(1) Profile Wall PVC Culvert Pipe 9-05.12(2) 1- Page-SP-30 Revision Dale: May 19, 1997 7-05 Manholes,Inlets,and Catch Basins 7-05 Manholes,Inlets,and Catch Basins 7-04.3 Construction Requirements 7-05 Manholes, Inlets, and Catch Basins SECTION 7-04.3(1)B IS SUPPLEMENTED BY ADDING THE SECTION 7-05.3 IS SUPPLEMENTED BY ADDING THE FOLLOWING: FOLLOWING: 7-04.3(1)B Pipe Bedding-(R9 7-05.3 Construction Requirements (RC) Pipe bedding for PVC sewer pipe shall consist of clean, All manholes shall have eccentric cones and shall have granular pea gravel consistent with section 9-03.12(31. It shall be ladders. laced to, exterior th of 6' over and 6" under the exterior walls of the Pilx SECTION 7-05.3(1) IS REVISED AND SUPPLEMENTED AS FOLLOWS: 7-04,3(2) baying Storm Sewer Pipe SECTION 7-04 3(2)A IS REVISED AS FOLLOWS: 7-05.3(1) Adjusting Manholes and Catch Basins to Grade C 7-04.3(2)A Survey Line and Grade (RC) The existing cast iron ring and cover on manholes and the Survey line and grade will be provided by the Engineer or catch basin frame and grate shall first be removed and thoroughly contractor in a [Wanner consistent with accepted practices and these cleaned for reinstalling at the new elevation. From that point, the specifications. existing structure shall be raised or lowered to the required SECTION 7-04.3(2)G IS SUPPLEMENTED BY ADDING THE elevation. FOLLOWING: 7-04.3(2)G Storm Sewer Line Connections C All connections not occurring at a manhole or catch basin shall In unpaved streets: Manholes, catch basins and similar be done utilizing pre-manufactured tee connectors or pipe sections structures in areas to be surfaced with crushed rock or gravel shall be roved by the Engineer Any other method or materials constructed to a point approximately eight inches below the proposed for use in making connections shall be subject to approval subgrade and covered with a temporary wood cover. Exist mv by the Engineer• manholes shall be cut off and covered in a similar manner. The contractor shall carefully reference each manhole so that they may SECTION 7-04.4,[S REVISED AS FOLLOWS: be easily found upon completion of the street work. After placing the gravel or crushed stone surfacing the manholes and manhole 7-04.4 Measurement C castings shall be constructed to the finished grade of the roadway The length of storm sewer pipe will be the number of linear surface Excavation necessary for bringing manholes to grade feet of completed installation measured along the invert and will shall center about the manhole and be held to the minimum area include the length through elbows, tees, and fittings. The number necessary. At the completion of the manhole adiusw=t, the void of linear feet will be measured from the center of manhole to around the manhole shall be backfilled with materials which result center of manhole or from the center of catch basin to center of in the section required on the typical road way section, and be catch basins and similar type structures. thoroughly compacted. In cement concrete pavement: Manholes, catch basins and SECTION 7-04.5 IS SUPPLEMENTED AND REVISED AS similar structures shall be constructed and adjusted in the same FOLLOWS: manner as outlined above except that the final adjustment shall be '7-04 $ payment C made and cast iron frame be set after forms have been placed and checked. In nlacine the concrete pavementextrem e care shall be The unit contract price per linear foot for storm sewer pipe of taken not to alter the position of the psgM in an wa the kind and size specified shall be full pay for_all work to In asphalt concrete pavement• Manholes shall not b adjusted complete the installation including adjustment of inverts to until the pavement is co leted at which times P° manholes. When no bid item "gravel bacldill for pipe bedding is manhole shall be carefully relocated ftn^� a included in the Schedule of Prices, pipe bedding, as shown m the established b the contractor. The pavement shall be cut val of standard plans shall be considered incidental to the pipe and no restricted area and base material be removed_to e1T removal additional payment shall be made. the cover. The manhole shall then be brought to proper grade utilizing the same methods of construction as for tree mb ioc e Testing of Storm sewer pipe if required by the Engineershall itself. The cast iron frame shall be laced on the concret e 4— and wedged up to the desired grade The asphalt copSLe pavement be considered incidental to and included m the unit contract noes for other_ shall be cut and removed to a neat circle the diameter or wnhchh shall be equal to the outside diameter of the cast Iron frame plus two feet. The base materials and crushed rock shall be removed and Class 3000 or Commercial Portland Cement Concrete shall be i to placed so that the entire volume of the excav^ '^n s replaced u]2 within but not to exceed 2 inches of the finished :)avement surtatz. On the day following placement of the concrete the rYl oe of the asphalt concrete pavement and the outer edge of the cast snail be painted with hot asphalt cement. As halt Class G concrete main then be placed and compacted with hand tamthi� and a pa[chmi? roller. The complete patch shall match the existing paved surface for texture density, ao uniformity of grade. The 1 between the Page-SP-31 Revision Dale:May 19, 1997 7-08 General Pipe Installation Requirements 7-08 General Pipe Installation Requrents_ patch and the existing pavement shall then be carefully painted with SECTION 7-05.4 IS REVISED AS FOLLOWS. hot asphalt cement or asphalt emulsion and shall be immediately 7-05.4 Measurement (RC) covered with dry paving sand before the asphalt cement solidifies. The inside throat of the manhole shall be thoroughly mortared and Manholes will be measured per each. Measurement of plastered. manhole heights for payment purposes will be the distance from Adjustment of inlets: The final alignment and grade of cast finished rim elevation to the invert of the lowest outlet pipe, iron frames for new and old inlets to be adjusted to grade will be Adjustments of new structures and miscellaneous items such established from the forms or adjacent pavement surfaces. The as valve boxes shall be considered incidental to the unit t contract final adjustment of the top of the inlet will be performed in similar price of the new item and no furthur compensation shall be made manner to the above for manholes. On asphalt concrete paving Adjustment of existing structures and miscelaneous itch projects using curb and gutter section, that portion of the cast iron as valve boxes shall be measured by "Adjust Existim per frame not embedded in the gutter section shall be solidly embedded �� which shall be full pay for all labor and materials including all in concrete also. The concrete shall extend a minimum of six concrete for the completed adjustment in accordance with Section inches beyond the edge of the casting and shall be left 2 inches 7-05.3(1)and the City of Renton Standard Details Connection to existing pipes and structures shall be measured Wow the top of the frame so that the wearing course of asphalt concrete pavement will butt the cast iron frame. The existing per each. concrete pavement and edge of the casting shall be painted with hot SECTION 7-05.5 IS REVISED AND SUPPLEMENTED AS asphalt cement. Adjustments in the inlet structure shall be FOLLOWS. construed in the same manner and of the same material as that required for new inlets. The inside of the inlets shall be mortared 7-05.5 Payment (BQ and plastered. - "AdjustMaPAQU Existing per each. Monuments and,cast iron frame and cover: Monuments and The unit contract price per each for 'Adjust monument castings shall be adjusted to grade in the same manner as for manholes. Existing " shall be full pay Valve box castings:Adjustments of valve box castings shall be for all costs necessary to make the adjustment including restoration of adjecent areas in a manner acceptable to the Engineer. made in the same manner as for manholes. 'Structure Excavation Class B",per cubic yard. SECHON 7-05.3(2)IS REVISED AS FOLLOWS. "Structure Excavation Class B Incl.Haul",per cubic yard. Structure excavation for concrete inlets and area inlets is 7-053(2) Abandon Existing Manholes (RC) considered incidental to the cost of the inlets and shall be included Where it is required that an existing manhole be abandoned, in the unit contract price for the concrete inlet and the area inlet. If the structure shall be -broken down to a depth of at least 4 feet no bid item for Structure Excavation Class A or Structure below the revised surface elevation, all connections plugged, the Excavation Class B is included in the schedule of prices then the manhole base shall be fractured to prevent standing water, and the work will be considered incidental and its cost should be included manhole filled with sand and compacted to 90 percent density as in the cost of the pipe. specified in Section 2-03.3(14)C. Debris resulting from breaking 'Connect to Existing Catch Basin,"per each. the upper part of the manhole may be mixed with the sand subject "Connect Structure to existing pipe," per each. to the approval of the Engineer. The ring and cover shall be salvaged and all other surplus material disposed of. 748 General Pipe Installation Requirements SEC17ON 7-05.3(3) IS SUPPLEMENTED BY ADDING THE SECTION 7-08.3(1)C SUPPLEMENTED AS FOLLOWS: FOLLOWING: 7-08.3(1)C Pipe Zone Bedding (RC) (SA) 7-05.3(3) Connections to Existing Manholes Q Hand compaction of the bedding materials under the pipe Where shown on the plans,new drain pipes shall be connected haunches will be required. Hand compaction shall be accomplished to existing line, catch basin, curb inlets and/or manholes. The by using a suitable tamping tool to firmly tamp bedding material contractor shall be required to core drill into the structure, shape under the haunches of the pipe. Care shall be taken to avoid the new pipe to fit and regrout the opening in a workmanlike displacement of the pipe during the compaction effort. manner. 'Where directed by the engineer or where shown on the Pipe bedding shall be considered incidental to the pipe and no plans,additional structure channeling will be required. further compensation shall be made. A "Connection to existing" item will be allowed at any SECTION 7-08.3(2)E IS SUPPLEMENTED AS FOLLOWS: connection of a new line to an existing structure, or the connection of a new structure to a existing line. No 'connection to existing' 7-08.3(2)E Rubber Gasketed Joints RC will be accepted at the location of new installation, relocation and In laying pipe with tubber gaskets, the pipe shall be handled adjustment of line manholes,catch basins or curb inlets. carefully to avoid knocking the gasket out of position or Any damage to existing pipe or structure that is to remain in contaminating it with foreign material. Any gasket so disturbed place resulting from the Contractor's operations shall be repaired shall be removed, cleaned, relubricated if required, and replaced or replaced at his own expense. before joining the sections. The unit bid price per each shall be full compensation for all The pipe shall be properly aligned before joints are forced labor, materials and equipment required. home. Sufficient pressure shall be applied in making the joint to ensure that the joint is home, as defined in the standard installation instructions provided by the pipe manufacturer. The Contractor may use any method acceptable to the Engineer for pulling the pipe together, except that driving or ramming by hand or machinery will not be permitted. Any pipe damaged during joining and joint Page-SP-32 Revision Date:May 19, 1997 7-08 General Pipe Installation Requirements 7-08 General Pipe Installation Requirements tightening shall be removed and replaced at no expense to the Pipe shall be kept clean during and after laying. All omnin s i Contracting Agency. the pipe line shall be closed with water tight expan dable type sewer Care shall be taken by the CONTRACTOR to avoid over plugs at the end of each day's operation or whenever_ the pipe pushing the pipe and damaging the pipe or joint system. Any openings are left unattended. The use of burlap wood or other damaged pipe shall be replaced by the Contractor at his expense. similar temporary plugs will not be permitted. Care shall be taken to properly align the pipe before points are Where necessary to raise or lower the pipe due to unforeseen entirely forced home. During insertion of the tongue or spigot, the obstructions or other causes, the ENGINEER may change the pipe shall be partially supported by hand, sling or crane to alignment and/or the grades. Except for short runs which may be minimize unequal lateral pressure on the gasket and to maintain permitted by the ENGINEER, pipes shall be laid uphill on grades concentricity until the gasket is properly positioned. Since most exceeding 10 percent. Pipe which is laid on a downhill grade shall gasketed joints tend to creep apart when the end of the pipe is be blocked and held in place until sufficient support is furnished by deflected and straightened, such movement shall be held to a the following pipe to prevent movement. minimum once the joint is home. Unless otherwise required, all pipe shall be laid straight between the changes in alignment and at uniform grade between SECTION 7-08.3(2).1 IS AN ADDED NEW SECTION: changes in grade. For concrete pipes with elliptical reinforcement 7-08.3(2)J Placing PVC Pipe Q the Pipe shall be placed with the minor axis of the reinforcement in In the trench prepared as specified in Section 7-02.3(1) PVC a vertical position. Immediately after the pipe joints has been made, proper gasket pipe shall be laid beginning at the lower end with the bell end placement shall be checked with a feeler gage as approved by the -jade Pea gravel will be used as the bedding material and manufacturer to verify proper gasket placement. extend from 6" below the bottom of the pipe to 6 above the top of P i die pipe. When it is necessary to conned to a-smictumm anth a SECTION 7-08.3(2)G IS SUPPLEMENTED BY ADDING THE mudded joint a rubber gasketed concrete adapter-collar will be used FOLLOWING. at the point of connection. 7-08.3(2)G Sewer Line Connections (RC) 7-08.3(2)A Survey Line and Grade Unless otherwise approved by the Engineer, all connections of Survey line and grade control shall be provided in accordance lateral sewers to existing mains shall be trade through a cast iro n with Sections 1-05.4 1-05.5 and 1-11 saddle secured to the sewer main with stainless steel bands. When Uagiuse;-in a manner consistent with accepted practices. the existing main is constructed of vitrified clay, plain or The Contractor shall transfer line and grade into the trench reinforced concrete cast or ductile iron pipe, the existing main where they shall be carried by means of a laser beam using 50 foot shall be core drilled. minimum intervals for grade staking Any other procedure shall Connections (unless booted connections have been provided have the written approval of the Engineer. for) to existing concrete manholes shall be core-dulled, and shall have an "O" ring rubber gasket meeting ASTM 0-478 in a manhole coupling equal to the Johns-Manville Asbestos-Cement collar, or use a conical type flexible seal equal to kore-N-Seal. PVC pipe connection shall consist of tee nipple and couplers as approved by the Engineer. SECTION 7-08.4 IS REVISED AND SUPPLEMENTED AS FOLLOWS: SECTION 7-08.3(2)B IS SUPPLEMENTED BY ADDING THE 7-08.4 Measurement (SA) FALLOWING: Gravel backfill for foundations, or gravel backfill for Pipe 7-08 3(2)B PiPe Laying (RC) Checking of the invert elevation of the pipe maybe made by zone bedding when used f°r foundations, shall be measured by the cubic yard, inclung haul,as specified in 2-09. nr by the TON. di calculations from measurements on the top of the Pipe or by Concrete for plugging existing pipes will be measured by the looking for ponding of 1/2' or less which indicates a satisfactory cubic and for the volume which would be required to c�mpletety condition At manholes when the downstream Pipe(s) is of a fill the i for a distance of two diameters. Computation for larger size pipe(s) shall be lard by matching the(eight-tenths)flow corrugated metal pipes will be based on the nominal diameter' elevation unless otherwise approved by the Engineer. Excavation of the trench will be measured as stridun All pipe fittings etc shall be carefully handled and protected excavation Class B or structure excavation Class B including haul. against damage impact shocks and free fall All pipe handling iii menu shall be acceptable t° the ENGINEER. Pipe shall not by the cubic yard as specified in Section 2-09. When excavation be placed directly on rough ground but shall be supported m a below grade is necessary, excavation will be measured to the limits manner which will protect the pipe against injury whenever stored ordered by the Engineer. Embankment construction before culvert placement under the at the trench site or elsewhere No pipe shall be installed where applicable provisions Embankment co of Section 7-08.3(1)A c v r will be measured in the lining or coating show defects that may be harmful as PP determined by the ENGINEER Such damaged lining or coating accordance with Section 2-03. Shoring or extra excavation class B will be measured as shall be repaired or a new undamaged pipe shall be furnished and specified in Section 2-09.4. installed. The CONTRACTOR shall inspect each pipe and fitting prior to installation to insure that there are not damaged Portions of the pipes Any defective damaged or unsound pipe shall be repaired or replaced All foreign matter or dirt shall be removed from the interior of the pipe before lowering into position in the trench- Page-SP-33 Revision Date: May 19, 1997 7-10 Trench Exc., Bedding,and Backfill for Water Mains 7-11 Pipe Installation for Water Mains SECTION 7-08.5 IS REVISED AND SUPPLEMENTED AS 7-11 Pipe Installation for Water Mains FOLLOWS: 7-08.5 Payment I (SA) 7-11.3 Construction Details (RC) Payment will be made in accordance with Section 1-04.1 for each of the following bid items that are included in the proposal: 7-11.3(4) Laying of Pipe on Curves "Gravel Backfill for Foundations", per cubic yard,or Ton. SECTION 7-11.3(4)A HAS BEEN REVISED AS FOLLOWS: "Gravel Backfill for Pipe Zone Bedding", per cubic yard, or Ton. 7-11.3(4)A Ductile Iron Pipe (RC) "Commercial Concrete",per cubic yard. Long radius (500feet or more) curves, either horizontal or "Structure Excavation Class B", per cubic yard. vertical, may be laid with standard pipe by deflecting the joints If "Structure Excavation Class B Incl. Haul", per cubic yard. the pipe is shown curved in the Plans and no special fittings are Unless specifically identified and provided as separate items, shown, the Contractor can assume that the curves can be made by structure excavation dewatering and backfilling shall be incidental deflecting the joints with standard lengths of pipe. If shorter to pipe installation and no further compensation shall be made. lengths are required, the Plans will indicate maximum lengths that 'Shoring or Extra Excavation Class B",per square foot. can be used. The amount of deflection at each pipe joint when pipe If this pay item is not in the contras then it shall be is laid on a horizontal or vertical curve shall not exceed one half of incidental, the manufacturer's printed recommended deflections. 7-10 Trench Exc., Bedding, and Backfill for SECTION 7-11.3(4)B IS SUPPLEMENTED AS FOLLOWS: Water Mains 7-11.3(4)B Polyvinyl Chloride(PVC) Pipe(4 inches and Over) C SECTION 740.4 IS REVISED AS FOLLOWS. Polyvinyl Chloride (PVC) Pipe shall not be used for water mains and appurtenances. 7-10.4 Measurement C THE TITLE AND TEXT OF SECTION 7-11.3(6) HAS BEEN Measurement of bank run gravel for trench backfill will be by REVISED AS FOLLOWS: the cubic yard measured by the calculation of neat lines based on maximum trench width per Section 2-09.4 or by the ton, in 7-11.3(6) Laying Ductile Iron Pipe and Fzitings with accordance with Section 1-09. Polyethylene Eneasement_Rg Where shown in the P11n;, 4The Contractor shall lay ductile 7-10.5 IS REVISED AND SUPPLEMENTED AS FOLLOWS: iron pipe with a polyethylene encasement. Pipe and polyethylene 7-10.5 Payment C encasement shall be installed in accordance with AWWA C105. The polyethylene encasement shall also be installed on all appurtenances, such as pipe laterals, couplings, fittings, and valves, with 8 mil. polyethylene plastic in accordance with Section 4-5 of ANSI 21.5 or AWWA C105. The polyethylene wrap shall be tube type and black color. Any damage that occurs to the wrap shall be repaired in accordance Payment for "removal with ANSI/AWWA C105/A21.5-93. and replacement of unsuitable material" will be considered Installation of the polyethylene encasement shall be considered incidental to or calculated under other bid items and no further incidental to the installation of the pipe and no additional payment compensation will be made. shall be allowed. 4. "Bank Run Gravel for Trench Backfill", per cubic yard 7-11.3(7)A AND 7-II.3(7)B HAVE BEEN DELETED AND or ton. The unit contract,price per cubic yard or ton for "Bank Run REPLACED BY THE FOLLOWING Gravel for Trench Backfill" shall be full pay for all work to 7-11.3(7) Laying Steel Pipe C furnish, place; and compact the material in the trench. Also Steel pipe shall not be used. included in the unit contract price is the disposal of excess and unusable material excavated from the trench. SECTION 7-11.3(9)A IS REVISED AND SUPPLEMENTED AS 6. "Foundation Material" , per ton or cubic yard. FOLLOWS: Payment at the unit contract price for "foundation material' and di 7-11.3(9)A Connections to Existing Mains (RC) shall be full compensation for excavating disposing of the The Contractor may be required to perform the connection unsuitable material and replacing with the appropriate foundation during times other than normal working hours. The Contractor material per Section 9-30.7B(1). shall not operate any valves on the existing system Water system personnel will.operat o all valves on the existing system for the contractor when required. No work shall be performed on the connections unless a representative of the water department is present to e work. When not stated otherwise in the special provisions o_ r on the plans all connections to existing water mains will be done by City forces as provided below: City Installed connwwns: Page-SP-34 Revision Date:May 19, 1997 7-11 Pipe Installation for Water Mains 7-11 Pipe Installation for Water Mains Connections to existing piping and tie-ins are indicated on the registering 1 gallon per revolution. The meter shall be approved by drawings. The contractor must verify all existing piping, the Engineer. dimensions and elevations to assure proper fit. Acceptability of the test will be determined as follows: Connections to the existing water main shall not be made Acceptability of the test will be determined by two factors as without first making the necessary arrangements with the Engineer follows: in advance. 1. The quantity of water lost from the main shall not exceed A two-week advance notice shall be required for each the number of gallons per hour as listed in the following connection which requires a cutting of the existing water mains or a table. shut-down of the existing water mains. The City reserves the right 2. The loss in pressure shall not exceed 5 psi during the 2 hour tore schedule the connection if the work area is not ready at the test period. scheduled time for the connection. All water used to perform hydrostatic pressure shall be _Work shall not be started until all the materials equipment charged a usage fee. and labor necessary to properly complete the work are assembled on site. Allowable leakage per 1000 ft, of pipeline'in GPH The Contractor shall provide all saw-cutting removal and disposal of existing surface improvements excavation, haul and Nominal Pipe Diameter in inches d of unsuitable materials shoring, de-watering, foundation PSI 6" 8' 10" 12" 16" 20' 24" material at the connection areas before the scheduled time for the 450 0.95 1.27 1.59 1.91 * 2.55 3.18 3_82 connection by the City. The Contractor shall provide all materials 400 0_90 1_20 1.50 1_80 2.40 3_00 3_60 nary to install all connections as indicated on the construction 350 0_84 1.12 1.40 1_69 2_25 2.81 3.37 lans including but clot m liited to the required fittings couplings, 275 0.75 1_00 1.24 1.49 1_99 2.49 2.99 Q 250 0.71 0.95 1.19 1.42 1_ _90 237 2.85 pipe spools, shackle materials to complete the connections. The 225 0_68 0_90 1.13 1.35 1_80 2.25 2.70 Contractor shall provide and install concrete blocking potywra 200 0.64 0.85 1.06 128 1.70 2.12 2.55 the i in at the connections backfill and surface restoration at the *If the pipeline under test contains sections of various locations shown on the plans for the connections to the existing diameters the allowable leakage will be the stun of the computed water trains. The City will cut the existing main and assemble all materials. leakage for each size. For those diameters or pressures not listed, the formula below shall be used: SECTION 7-11.3(11)IS SUPPLEMENTED AND REVISED AS _ The quantity of water lost from the main shall not exceed the FOLLOWS. number of gallons per hour as determined by the formula L=ND4P 7-11-3(11) Hydrostatic Pressure Test (RC) 7400 A hydrant meter and a back flow prevention device will be in which used when drawing water from the City system. These may be L = Allowable leakage,gallons/hour obtained from the City by completing the required forms and N = No.of joints in the length of pipeline tested making required security deposits There will be a charge for the D = Nominal diameter of the pipe in inches water cued. Before applying the specified test pressure, air shall P = Average test pressure during the leakage test,psi be expelled completely from the pipe valves and hydrants. If permanent air vents are not located at all high points the contractor shall install corporation cocks at such points so that the air can be expelled as the line is filled with water. After all the air has been SECTION 7-11.3(12)A SHALL BE REVISED AND expelled,_ the corporation cocks shall be closed and the test SUPPLEMENTED AS FOLLOWS: pressure applied At the conclusion of the pressure test, the corporation cocks shall be removed and plugged. 7-11.3(12)A Flushing and "Poly-pi i "(RCS The mains shall be filled with water and allowed to stand Sections of pipe to be disinfected shall fast be &AWdpolY- under pressure for a minimum of 24 hours to allow the escape of pigged to remove any solids or contaminated material that may air and allow the lining of the pipe to absorb water. The State will have become lodged in the pipe.If shall be furnish the water necessary to fill the pipelines for testing Purposes of the naip the train cannot be 'polY�iggea - ilia a at a time of day when sufficient quantities of water are available for provided large enough to develop a velocity of at least 2 5 fps m normal system operation. the main. The test shall be accomplished by pumping the main up to the The Poly pig' shall be equal to Girard Industries Agaa- required pressure, stopping the pump for a minimum of two hours, Swab-AS 21b/cu-ft density foam with 90A durorneter urethane g rubber coating on the rear of the 'Polyp The "Poly per- and then pumping the main up to the test pressure again. Darin iii" only the test, the Section being tested shall be observed to detect any shall be cylinder shaped with bullet nose or squared and' visible leakage. A clean container shall be used for holding water for pumping up pressure on the main being tested. This makeup water shall be sterilized by the addition of chlorine to a Dechlorination of all water used for disinfection shall be concentration of 50 mg/1. accomplished in accordance with the City's standard detail. Water The quantity of water required to restore the pressure shall be containing chlorine residual in excess of that caned in the existing accurately determined by either 1)pumping from an open container water system shall not be disposed into the storm drainage system of suitable size such that accurate volume measurements can be or any water wad. made by the Owner or, 2) by pumping through a positive displacement water meter with a sweep unit pumping through a positive displacement water meter with a sweep unit hand r- Page-SP-35 Revision Dale_May 19, 1997 7-11 Pipe Installation for Water Mains 7-11 Pipe Installation for Wa_ to—=—s SECTION 7-11.3(12)D HAS BEEN DELETED AND Joint restrainer system components: REPLACED WITH: Tiebolt: ASTM A242, type 2, zinc plated ..r hot-di .. -d1 galvanized. SST 7.5/8 for 2 and 3 mechanical-orals 3/4" for 7-11.3(12)D Dry Calcium Hypochlorite (RC) 4" to 12' mechanical joints, ASTM A325, type 3L) excep tensile Dry calcium hypochlorite shall not be placed in the pipe as strength of full-body threaded section shall be finer eased— ' laid. lbs. minimum for 5/8" and 60,000 lbs. minimum for 3/4" by heat. SECTION 7-11.3(12)K HAS BEEN REVISED AS FOLLOWS: treating (quenching and tempering) to manufactures cheat and hardness specifications. SST 753: 3/4" for 14' to 24' ical 7-11.3(12)K Retention Period (RC) joints. same ASTM specification as SST 7. SST 77: 3/4" same as Treated water shall be retained in the pipe at least 24 hours SST 7, except P eye for 7/8" rod. same ASTM specification as but no long than 48 hours. After this period, the chlorine residual SST 7. at pipe extremities and at other representative points shall be at Tienut: heavy hex nut for each tiebolt: SS8: 5/8" and 3/4' least 25 mg/l. ASTM A563, grade C3, or zinc plated. S8: 5/8' and 3/ AS4 TM SECTION 7-11.3(12)N HAS BEEN REVISED AS FOLLOWS. A563, grade A, zinc plated or hot-dip galvanized 7-11.3(12)N Final Flushing and Testing (RC) Tiecoupling: used to extend continuous threaded rods and are --__ provided with a center stop to aid installation Zinc plat ed or hot- Before placing the line$ into service,a satisfactory report shall dip galvanized. SSIO: for 5/8' and 3/4" tierods A63 be received from the local or State health department or an grade C3. S10: for 5/8"and 3/4' tierods,ASTM A563,grade A approved testing lab-on samples collected from representative - points in the new-_xystem. Samples will be collected and Tierod: continuous threaded rod for cutting to desired lengths bacteriological tests obtained by the Engineer. zinc plated or hot-dip galvanized. SS12: 5/8' and 3/4' diameter, ASTM A242, type 2; ANSI B1.1. S12: 5/8" and 3/4' diameter. SECTION 7-11.3(13) HAS BEEN SUPPLEMENTED BY ASIM A36,A307. ADDING THE FOLLOWING: Tiewasher round flat washers, zinc plated or hot-dip 7-11.3(13) Concrete Thrust Blocking and Dead-Man galvanized. SS 17:ASTM A242, F436. S 17: ANSI B 18.22.1. Block(RC) Installation: Install the joint restraint system in accordance with the Provide concrete blocking at all hydrants, fittings and manufactures instructions so all joints are mechanically locked horizontal or vertical angle points. Conform to The City of Renton together to prevent joint separation. Tiebolts shall be installed to standard details for general blocking, and vertical blocks herein. pull against the mechanical joint body and not the MJ follower. All fittings to be blocked shall be wrapped with 8-mil polyethylene Torque nuts at 75-90 foot pounds for 3/4' nuts. Install tiecouplings plastic. Concrete blocking shall be properly formed with plywood with both rods threaded equal distance into tiecouplings. Arrange or other acceptable forming materials and shall not be poured tierods symmetrically around the pipe. around joints. The forms shall be stripped prior to backfrlling. Joint restraint(shackle rods), where requited, shall be installed in accordance with section 7-11.3(15). — Provide concrete dead-man blocks at locations shown on the plans. The dead-man block shall include reinforcing steels shackle Pipe Diameter Number of 3/4" rods, installation and removal of formwork. Tie Rods Required Blocking shall be commercial concrete (hand mixed concrete 4" ....*.••••• . •••••••••••••2 is not allowed)and poured in place. 6" •*•................. 2 8"........................... ...............3 SECTION 7-11.3(15)IS A NEW ADDITIONAL SECTION: 10"...........................................4 12'...........................................6 7-11.3(15) Joint Restraint Systems (RC) 14"...........................................8 General: 16"...........................................8 Where shown on the--plans or in the specifications or required by 18"...........................................8 the engineer, joint restraint system (shackle rods)shall be used. all 20"...........................................10 joint restraint materials used shall be those manufactured by star 24"...........................................14 national products, 1323 holly avenue PO box 258, Columbus Ohio 30'...........................................(16-7/8 rods) 43216, unless an equal alternate is approved in writing by the 36'...........................................(24-7/8-rods) engineer. Materials- Steel types used shall be: High strength low-alloy steel(cor-ten) ASTM A242 manufactures treated, superstar 'SST" series. Where a manufactures mechanical joint valve or fitting is H_ gh strength low-alloy steel(cor-ten) ASTM A242 superstar supplied with slots for "T' bolts instead of holes a flanged valve "SS" series. with a flange by mechanical joint adapter shall be used instead, so Items to be galvanized are to meet the following requirements: as to provide adequate space for locating the tiebolts.Where a continuous run of pipe is required to be restrained= ASTM A153 for galvanizing iron and steel hardware. ASTM A123 for galvanizing rolled, pressed and forged steel no run of restrained pipe shall be greater than 60 feet in length shapes. between fittings. Insert long body solid sleeves as required on longer runs to keep tierod lengths to the 60 foot maximum. Pipe used in continuously restrained runs shall be mechanical joint i and tiebolts shall be installeit as rod guides at each joint. Page-SP-36 Revision Date:May 19, 1997 7-12 Valves for Water Mains 7-12 Valves for Water Mains Where poly wrapping is required all tiebolts tienuts, 7-12 Valves for Water Mains ties u plingc tierods and tiewashers shall be galvanized. All disturbed sections will be painted to the inspectors satisfaction, SECTION 7-12.02 IIAS BEEN REVISED AS FOLLOWS: with koppers bitomastic no. 300-m or approved equal. Where poly wrapping is not required all tiebolts, tienuts, SECTION 7-12.3(1) HAS BEEN REVISED AS FOLLOWS: tiecouplings tierods and tiewashers may be galvanized as specified 7-12.3(1) Installation of Valve Marker Post in the preceding paragraph or plain and painted in the entirety with 4��nrrs bitumastic no. 800-m or approved equal. Where required, a valve marker post shall be furnished and Tiebolts tienuts tiecouplings tierods and tiewashers shall be installed with each valve. Valve marker posts shall be placed at the considered incidental to installation of the pipe and no additional edge of the right-0f--way opposite the valve and be set with �yment shall be made. 18 inches of the post exposed above grade. € SECTION 7-11.4 HAS BEEN SUPPLEMENTED AS FOLLOWS: pain; in a colo; salcciad by the 'AA the Airt'AGG ;A f�e the 7-11.4 Measurement (RC) Measurement for payment of concrete thrust blocking and dead man blocks will be per cubic-yard when these items are SECTION 7-12.3(2)IS A NEW SECTION: included as separate pay items If not included as separate pay item in the contras then thrust blocking and dead-man blocks 7-12,3(2) Adjust Existing Valve Box to Grade�R shall be considered incidental to the installation of the water main Valve boxes shall be adjusted to grade in the same manner as and no further compensation shall be trade, for manholes, as detailed in Section 7-05.3(1) of the Renton M_easurement for payment for connections to existing water Standards. Valve box adjustments shall include, but not be limited mains will be per east for each connection to existing water to,the locations shown on the Plans. main(s)as shown on the plans. Existing roadway valve boxes shall be adjusted to conform to SECTION 7-11.5 HAS BEEN REVISED AS FOLLOWS: final finished grades. The final installation shall be made in accordance with the applicable portions of Section 7-12. 7-11.5 Payment(RC) In the event that the existing valve box is plugged or blocked with debris, the Contractor shall use whatever means necessary to "_Pipe for Water Main and Fittings In. Diam.", per remove such debris leaving the valve installation in a fully rineal foot. operable condition. The unit contract price per linear foot for each size and kind The valve box shall be set to an elevation tolerance of one- of'_Pipe for Water Main _In. Diam." shall be full pay for fourth inch(1/4')to one-half inch(1/2')below finished grade. all work to complete the installation of the water main including THE W not limited to trench excavating, bedding, laying and jointing SECTION 7-I2.4 IS SUPPLEMENTED BY ADDING THE pipe and fittings, backfilling, concrete thrust blocking, installation FOLLOWING: of polyethylene wrap cleaning by poly-pigs vertical crosses for 7-12.4 Measurement insertion and removal of poly-pigs temporary thrust blocks and blow-off assemblies testing flushing disinfecting the pipeline, Adjustment of existing valve boxes to grade shall be measured shackle rods abandoning and capping existing water mains, per each if included as a separate pay item in the Contras: if not a removing miscellaneous pipes, removing and salvaging existing separate pay item but required to complete the work,_then valve hydrant assemblies and other appurtenances to be abandoned as box adjustment shall be considered incidental. shown on the plain,and cleanup. Hydrant auxiliary gate valve will be included in the 'Concrete Thrust Blocking and Dead-Man Blocks", per cubic measurement for hydrant assembly and will not be included m this rd measurement item. The unit contras price bid for 'Concrete Thrust Blocking and SECTION 7-I2.5 IS DELETED AND REPLACED WITH THE Block" Shall be for the complete cost of lam FOLLOWING: materials equipment for the installation of the concrete thrust 'Gate Valve from 4 inch to 10 inch in diameter and Valve blocks and dead- man blocks including but not limited to Box," per each. excavation dewatering haul and disposal of unsuitable materials, The unit contract price per east for valve of the specified concrete reinforcing steel shackle rods and formwork. If this size shall be full pay for all labor, equipment and rrtaternat [o item is not included in the contras schedule of preen then thrust furnish and install the valve complete in place on the water main, blocking and dead-man blocks shall be considered incidental to the including trenching jointing blocking of valve pamui►g, installation of the pipe and no further compensation shall be made. disinfecting, hydrostatic testing, cast-iron valve box and extensions 'Connection to Existing Water Mains" per each. required valve nut extensions adjustment to final grade. s The unit contra price per each connection to existing water '12 inch Gate Valve and Concrete Vault per cep? mains hall be s for complete compensation for all equipment, labor, The unit contract pri ce per each for valve materials required for the connections to the existing water mai ns. assembly, shall be full pay for all labor equipment ands to furnish and install the valve complete in place on the was_ --iriarn' including trenching jointing blocking of valve by Pau assembly,as cast-iron casting and cover, ladder rung concrete required adjustment to final grade. 16 inch and larger Butterfly Valve and Concrete Vault," per each. t- Page-SP-37 Revision Date:May 19, 1997 7-14 Hydrants 7_ -: =rants The unit contract price per each for the 16" and larger cast iron valve box and cover, 3/4' shackle rods and accessories butterfly valve assembly, shall be full pay for all labor, equipment concrete blocks and two concrete guard posts (onl iy f hydrants erg_ and material to furnish and install the valve complete in place on outside right-of-way), the water main, including trenching, jointing blocking of valve Joint restraint(Shackle Rods) shall be installed in=accordance painting, disinfecting, hydrostatic testing, concrete vault cast-iron with Section 7-11.3(15). - casting and cover, ladder, concrete risers as required adjustment to final grade. SECTION 7-I4.3(3) IS SUPPLEMENTED BY ADDING THE "Blow-off assembly,'per each. FOLLOWING: The unit contract price per each for each blow-off assembly shall be for all, labor, equipment and material to complete the 7-14.3(3) Resetting FSdsting Hydrants_ installation of the assembly per the City of Renton Water Standard This work shall conform to Section 7-14.3(1), All hydrant,; shall be rebuilt to the approval of the City(or replaced wi__hne�, Detail, Latest revision. hydrant). All rubber gaskets shall be replaced with new'Air-Release/Air-Vacuum Valve Assembly,' per each. gaskets of The unit contract price per for air-release/air-vacuum valve the type required for a new installation of the same assembly shall be for all, labor, equipment and material to SECTION 7-14.3(4) IS SUPPLEMENTED BY ADDING THE, complete the installation of the assembly including but not limited FOLLOWING: to, excavating, tapping tht• main, laying and jointing the pipe and fittings and appurtenances, back-filling, testing, flushing and 7-14.3(4) Moving Existing Hydrants.R) disinfection, meter box and cover, at location shown on the plans All hydrants shall be rebuilt to the approval of the City(or and per City of Renton Standard Detail, latest revision. replaced with a new hydrant). All rubber gaskets shall be replaced 'Adjust Existing Valve Box to Grade(RC)," per each. with new gaskets of the type required for a new installation ion of the The contract bid price for 'Adjust Existing Valve Box to same type. Grade" above shall be full compensation for all labor, material, SECTION 7-I4.5 IS REVISED AS FOLLOWS: tools and equipment necessary to satisfactorily complete the work as defined in the Contract Documents, including all incidental 7-14.5 Payment work. If not included as a separate pay item in the Contract, but required to complete other work in the Contract,then adjustment of Payment will be made in accordance with Section 1-04.1, for valve boxes shall be considered incidental to other items of work each of the following bid items that are included in the proposal: aM Do futher compensation shall be made. "Hydrant Assembly",per each. The unit contract price per each for "Hydrant Assembly" shall be full pay for all work to furnish and install fire hydrant be Ul pay for:-11 work to Aimigh and inst-11 the —we compicts i assemblies, including all costs for auxiliary gate valve, shackles, tie rods, concrete blocks, gravel, and painting and guard posts required for the complete installation of the hydrant assembly as marker-PGGt, specified. The pipe connecting the hydrant to the main shall be considered incidental and no additional payment shall be made., 7-14 Hydrants "Resetting Existing Hydrants",per each. 7-14.3 Construction Details I(Z ) The unit contract price per each for "Resetting Existing Hydrant" shall be full pay for all work to reset the existing SECTION 7-14.3(1) IS REVISED AND SUPPLEMENTED AS hydrant, including rebuilding(or replacement with a new hydrant), FOLLOWS. shackling, blocking, painting, and guard posts and reconnecting to the main. The new pipe connecting the hydrant to the main shall be 7-14.3(1) Setting Hydrants I(2 ) considered incidental and no additional payment shall be made. After all installation and testing is complete, the exposed portion of the hydrant shall be painted with eawtwo field coats. The S. Guard posts, shown on the plans shall type and color of paint will be designated by the Engineer. be incidental to the contract. Any hydrant not in service shall be identified by covering with "Moving Existing Hydrants",per each. a burlap or plastic bag approved by the Engineer. The unit contract price per each for "Moving Existing Hydrants shall be installed in accordance with AWWA Hydrant" shall be full pay for all work to move the existing specifications C600-93, Sections 3.7 and 3.8.1 and the City of hydrant, including new tee, rebuilding (or replacement with a new Renton standard details. Hydrant and guard posts shall be painted hydrant), shackling, blocking, painting, and guard posts and in accordance with the water standard detail. Upon completion of reconnecting to the main. The new pipe connecting the hydrant to the project, Al fire hydrants shall be painted to The City of Renton the main shall be considered incidental and no additional payment specifications and guard posts painted with two coats of shall be made bo psid-fey�s preservative paint NO. 43-655 safety yellow or approved equal . Guard posts, shown on the plants shall Fire hydrants shall be of such length as to be suitable for be incidental to the contract. installation with connections to 6", 8" AND 10" piping in trenches 3 - 112 feet deep unless otherwise specified. The hydrant shall be designed for a 4-1R foot burial where 12" and larger pipe is shown unless otherwise noted on the plan. Fire hydrant assembly shall include: cast-iron or ductile iron tee(MJ x FL) 6" gate valve(FL x MJ) 6" DI spool (PE x PE) 5- 1/4" MVO fire hydrant (MJ connection) 4" x 5" Stortz adapter, r- Page-SP-38 Revision Date:May 19, 1997 7-15 Service Connections 7-17 Sanitary Sewers 7-15 Service Connections SECTION 7-17.3(2)E IS SUPPLEMENTED BY ADDING THE FOLLOWING: SECTION 7-15.3 IS SUPPLEMENTED AS FOLLOWS: 7-17.3(2)H Television Inspection (RC) Once the television inspection has been completed the 7-15.3 Construction Details (RC) contractor shall submit To the Engineer the written reports of the Pipe materials used to extend or replace existing water service inspection plus the video tapes. Said video tapes are to be in color lines shall be copper and compatible with the City's viewing and recording systems The Where instalation is in existing paved streets the service lines City system accepts 1/2' wide high density VHS Tapes The tapes shall be installed by a trenchless percussion and impact method will be run at standard speed SP(15/16 I.P.S.). 0ioe hogging) If the trenchless percussion and impact method SECTION 7-17.4 IS REVISED AND SUPPLEMENTED AS fails regular open trench methods may be used. FOLLOWS: SECTION 7-15.5 IS SUPPLEMENTED AS FOLLOWS: 7-17.4 Measurement RC The length of sewer pipe will be the number of linear feet of 7-15.5 Payment (RC) completed installation measured along the invert and will include Payment will be made in accordance with Section 1-04.1, for the length through elbows, tees and fittings. The number of linear the following bid item when it is included in the proposal: feet will be measured from the center of manhole to center of 'Service Connection_In. Diam.",per each. manhole or to the inside face of catch basins and similar type The unit contract price per each for `Service Connection_ structures. In. Diam." shall be full pay for all work to install the service The length of testing sewer pipe in conformance with connection, including but not limited to, excavating or (hoe- Section 7-17.3(1) will be the number of linear feet of completed h2gingl,tapping the[Hain,laying and jointing the pipe and fittings installation actually tested. l and appurtenances, backfilling, testing, flushing, and disinfection Measurement of "Bank Run Gravel for Trench Back ill of the service connection Sewer" will be determined by the cubic yard in place,measured by the neat line dimensions shown in the Plans, or by the Ton on truck tickets. 7-17 Sanitary Sewers SECTION 7-17.5 IS REVISED AND SUPPLEMENTED AS SECTION 7-17.2 HAS BEEN REVISED AS FOLLOWS: FOLLOWS: 7-17.5 Payment RTC 7-17,2 Materials ALtQ(SA) Payment will be made in accordance with Section 1-04.1, for Pipe used for sanitary sewers may be: each of the following bid items that are included in the proposal: Rigid Flexible "Plain Conc. of–�.–Sewer Pipe _ In. Diam.", per linear Concrete ABS-Composites foot. Uk*WW4-Clay PVC(Polyvinyl Chloride) "Cl. —Reinf. Cone. Sewer Pipe _ In. Diam.", per linear Ductile Iron foot. Materials shall meet the requirements of the following "PVC Sanitary Sewer Pipe In. Diam.", per linear foot 'Ductile Iron Sewer Pipe_In. Diam.",per linear foot. sections. Plain Concrete Storm Sewer Pipe 9-05.7(1) �` i — " I Reinforced Concrete Storm$ewer Pipe 9-05.7(2) The unit contract price per linear foot for sewer pipe of the 4 •t- ,r rr c w @r:APO o()&Q kind and size specified shall be full pay for furnishing. hauling, and PVC Sanitary Sewer Pipe 9-05.12{1) assembling in place the completed installation including all wyes, Ductile Iron Sewer Pipe 9-05.13 tees, special fittings, joint materials, bedding material. and ADS Comporke-Sgwg;146 0 051.4 adjustment of inverts to manholes for the completion of the installation to the required lines and grades. All pipe shall be clearly marked with 'type, class, and 'Testing Sewer Pipe",per linear foot thickness. Lettering shall be legible and permanent under normal The unit contract price per linear foot for "Testing Sewer conditions of handling and storage. Pipe" shall be full pay for all labor, material and equipment required to conduct the leakage tests required in Section 7-17.3(2). SECTION 7-17.3(7) IS SUPPLEMENTED BY ADDING THE If no unit price for "Testing Sewer Pipe" is included it shall oe FOLLOWING: considered incidental to the pipe items. 'Removal and Replacement of Unstritable Material"' per 7-17.3(1) Protection of Existing Sewerage Facilities cubic yard. The unit contract price per cubic yard for "Removal and P When extending an existing sewer, the downstream system Replacement of Unsuitable Material" shall be full pay for all work shall be protected from construction debris by placing a screen or to remove unsuitable material and replace and compact suitable trap in the first existing manhole downstream of the connection. It material as specified in Section 7-08.3(1)A. shall be the contractor's responsibility to maintain this screen or -gam Run Gravel for Trench Backfill Sewer", per cubic trap until the new system is placed in service and then to remove it. yard, or Ton. Any construction debris which enter the existing downstream The unit contract price per cubic yard or Ton for "Bank Run stem shall be removed by the contractor at his expense, and to shall be full pay for all work to the satisfaction of the Engineer. When the first manhole is set, rt Gravel for Trench Backfill Sewer"s furnish, place, and compact material in the trench. outlet shall be plugged until acceptance by the Engineer. "Television Inspection" per Lump Sum. t- Page-SP-39 Revision Date:May 19, 1997 8-09 Raised Pavement Markers 8-14 Cement Concrete Sidewalks •• Division 8 SECTION 8-13.5 IS SUPPLEMENTED BY ADDING TAE FOLLOWING: Miscellaneous Construction 8-13.5 Payment "Reset Existing Monument" per each. 8-09 Raised Pavement Markers Resetting an existing monument impacted by construction Jl,dl, th be incidental unless included as a pay item 1n e Schedule of SECTION 8-09.5 HAS BEEN REVISED AS FOLLOWS: Prices_ 8-09.5 Payment (RC) (SA) 8-14 Cement Concrete Sidewalks Payment will be made for each of the following bid items that are included in the proposal: SECTION 8-14.3(4) IS SUPPLEMENTED BY ADDING TAE 'Raised Pavement Marker Type 1",per eachhuudred. FOLLOWING: 'Raised Pavement Marker Type 2", per eachkua&W. $-14.3(4) Curing (RC) 'Raised Pavement Marker Type 3- In.", per eaclhuwk4d The Contractor shall have readily available_ sufficient 'Recessed Pavement Marker",per eachlutadr4d. protective covering such as waterproof paper or plastic membrane The unit contract price per eachhuAdred for 'Raised Pavement to cover the pour of an entire day in the event of ram r Marker Type 1", 'Raised Pavement Marker Type 2", and "Raised unsuitable weather. Pavement Marker Type 3- In." and 'Recessed Pavement The Contractor shall be responsible for barricadirW, Marker"shall be full pay for all labor, materials, and equipment patrolling, or otherwise protecting newly placed concrete, necessary for furnishing and installing the markers in accordance Damaged, vandalized, or unsightly concrete shall be rem and with these Specifications including all cost involved with traffic replaced at the expense of the Contractor. control unless traffic SECTION 8-14.4 IS SUPPLEMENTED BY ADDING TAE control is listed in the FOLLOWING. contract as a separate pay item. 8-14.4 Measurement (RCS 8-10 Guide Posts when the contract contains a pay item for "Curb Ramp Cement Concrete," the per each measurement shall include all costs for the complete installation per the plans and standard details 8-13 Monument Cases including expansion joint material curb and gutter and ramped sidewalk section Sawcutting removal and disposal of excavated SECTION 8-13.1 IS REVISED AND SUPPLEMENTED AS materials including existing pavement and 'sidewalk, crushed FOLLOWS. surfacing base materials and all other work materials and equipment required per Section 8-14 shall be included in the per 8-13.1 Description (RC) each price for "Curb Ramp, Cement Concrete" unless any of these This work shall consist of furnishing and placing monument other items are listed and specified to be paid as separate pay cases and covers, in accordance with the Standard Plans and these items. Specifications, in conformity with the lines and locations shown in If the contract does not provide a pay item for "Curb Ramp, the Plans or as staked by the Engineer or by the Contractor Cement Concrete," but the plans call for such installation, the supplied surveyor. quantities shall be measured with and paid for under the bid items for Curb and Gutter and for Cement Concrete Sidewalk. When SECTION 8-13.3 IS REVISED AND SUPPLEMENTED AS curb ramps are to be constructed of asphalt concrete, the payment FOLLOWS. shall be included in the pay item for 'Miscellaneous and/or 8-13.3 Construction Requirements Driveway Asphalt Concrete." The monument will be furnished and set by the Engineer SECTION 8-14.5 IS SUPPLEMENTED BY ADDING THE o FOLLOWING: the Contractor supplied surveyor. When existing monuments will be impacted by a project the 8-14.5 Payment(RC) Contractor shall be responsible for assuring that a registered 'Curb Ramp, Cement Concrete," per each. surveyor references the existing monuments prior to construction. After construction is complete, the monuments shall be re- Payment for excavation of material not related to the established by the surveyor in accordance with RCW58.09.130. construction of the sidewalk but necessary before the sidewalk can be placed, when and if shown in the Plans, will be made in SECTION 8-13.4 IS SUPPLEMENTED BY ADDING THE accordance with the provisions of Section 2-03. Otherwise, the FOLLOWING: Contractor shall make all excavations including haul and disposal, 8-13.4 Measurement regardless of the depth required for constructing the sidewalk to the lines and grades shown, and shall include all costs thereof in the All costs for surveying and resetting existing monuments unit contract price per square yard for "Cement Conc. Sidewalk impacted by contruction shall be considered incidental to the and the per each contract price for Curb Ramp Cement Concrete. contract unless specifically called out to be paid as a bid item. r- Page-SP-40 Revision Date: May 19, 1997 8-17 Impact Attenuator Systems 8-20 Illumination,Traffic Signal Systems,and Electrical 8-17 Impact Attenuator Systems City reserves the right to make additions or deletions to the trench which prove necessary for the completion of the project_ The minimum width for the trench will be at the option of the THE STATE AMENDMENT TO SECTION 8-17 IS contractor. Trench width will however, be of sufficient size so SUPPLEMENTED BY THE FOLLOWING: that all of the necessary conduit can be installed within the dentht_ specified while maintaining the minimum cover. 8-17.5_Payment C Trench backfill material in roadway and sidewalk arras shall If no pay item is included for temporarey impact attenuators be compacted to 95% of the material's maximum density, per then all costs to provide and install shall be considered a part of the Section 2-03.3(14)D. pay item for "Traffic Control." SECTION 8-20.3(4)HAS BEEN REVISED AS FOLLOWS: 8-20 Illumination, Traffic Signal Systems, 8-20.3(4) Foundations C and Electrical 8-20.2 Materials 0 Where obstructions prevent construction of planned SECTION 8-20.2(1) HAS BEEN SUPPLEMENTED WITH THE foundations, the Contractor shall construct an effective foundation satisfactory to the Engineer. FOLLOWING: 2-L-rQmbined height of&he light standard QA"et- wAg;ga 8-20.2(1) Equipment List and Drawings (RQ plus � The Contractor shall submit for approval six sets of shop - contractor shall provide all material for and construct the drawings for each of the following types of standards called for on foundations for and to the dimensions specified in table 1 below. this project: The anchor bolts shall match that of the device to be installed I. Light standards with or without pre-approved plans. thereon. 2. Signal standards with or without pre-approved plans. All excess materials are to be removed from the foundation 3 Combination Signal and lighting standards. construction site and disposed of at the contractor's expense. 4. Metal Strain Poles. Concrete shall be placed against undisturbed earth if possible. Disturbed earth or backfill material shall be compacted to 95 percent of the material's maximum density. Before placing the conch the contractor shall block-out around any other The Contractor also shall submit either on the signal standard underground utilities that lie in the excavated base so that the shop drawings or attached to the signal standard shop drawings all dimensions to clearly show the specific mast arm motcniing height concrete will not adhere to the utility line. Concrete foundations locations for each signal pole to be installed. shall be troweled brushed edged and finished in a workmanship- and signal tenon like manner. Concrete shall be promptly cleaned from the exposed SECTION 8-20.3(2) HAS BEEN SUPPLEMENTED BY portion of the anchor bolts and conduit after placement. ADDING THE FOLLOWING: Foundation shall all be Class 3000 concrete. After the specified curing period the contractor may install the applicable device 8-20,3(2) Excavating and Backf Wng C thereon. The contractor shall supply trench within the unit widths and Table 1 to the specified depths at the locations indicated on the contract plans or as directed by the engineer. Type of device Dimensions The contractor shall have approved compaction equipment on site before beginning any excavation-, compaction shall be Street Light Pole 4'Deep x 3' Sq or Dia. pc formed at the time of the initial backfilling of the trench unless Signal Pole up to 40' mast arm 7'13eep x 3' Sq or Dca. directed otherwise by the engineer. Signal Controller See Detail Sheet 'frenchino foe conduit runs shall be done in a neat manner Street Light Control Cabinet See Detail Sheet with the trench bottom graded to provide a uniform grade. No Special Base See Detail Sheet work shall be covered until it has been examined by the engineer. backfill material used for fill around and over this conduct system All concrete foundations shall be constructed in the manner shall be free of rocks greater than two inches in diameter to a depth specified below: of six inches above the conduit. 1. Whcrc sidewalk or raised islands are to be constructed as a Trench within the roadway area shall use select trench backfill p�of this project, the top of the foundation shall be made which shall consist of 5/8th inch minus crushed surfacing top flush with the top of the sidewalk or island. (See detail course or other material as indicated in the special provisions or sheet schedule of prices and directed for use by the engineer. The source 2 Where no sidewalks are to be installed the grade for theme and quality of the material shall be subject to approval by the of the foundation shall be as specified by the en tncer. Sec engineer. Trench backfill within the sidewalk area shall be made detail sheet with acceptable materials from the excavation subject to the All concrete,foundations shall be located as per stationing on Engineer's approval of the material and shall be considered a die plans or as located by the engineer in the field. necessary part and incidental to the excavation in accordance with the standard specifications. Unsuitable material shall be removed and backfill shall be select material approved by the Engineer. The r- Page-SP-4I Revision Date:May 19, 1997 8-20 Illumination,Traffic Signal Systems,and Electrical 8-20 Illumination,Traffic Signal Systems,and Electrical SECTION 8-20.3(5) IS REVISED AND SUPPLEMENTED AS Pull Wires Shall be installed. FOLLOWS: All conduit shall be rigid non-metallic unless noted otherwise in the Plans or Special Provisions. 8-20.30 Conduit (RCS All conduit openings shall be fitted with approved bel_ leor Bushings. Wall thickness of conduit shall be corisisten__ tithin let-bass- continuous conduit runs with no mixing of different schedule between terminations. The contractor shall provide and install all conduit ui_it and necessary fittings at the locations noted on the plans. Conduit size bex� shall be as indicated on the wiring and conduit schedule shown on plans. Conduit to be provided and installed shall be of type indicated below: 1. Schedule 40 heavy wall p.v.c. Conforming to ASTM standards shall be used whenever the conduit is to be placed other than within the roadway area. 2. Schedule 80 extra heavy wall p.v.c. Conforming to -.1-swAdiers ;A he pin, the Conduit 669ment aiiteFing the ilinction box ASTM standards shall be used when the conduit is to be placed within the roadway area. All joints shall be made with strict compliance to the manufacturer's recommendations regarding cement used and environmental conditions. SECTION 8-20.3(6)IS SUPPLEMENTED BY ADDING THE FOLLOWING: 8-20.30 Junction Boxes The contractor shall provide and install junction boxes of the type and size at the locations specified in the plans and as per detail sheets. NQAMet-llic -an'luit May be employed as "a -1wR;a4Q-40 The inscription on the covers of all junction boxes shall be as indicated below: 1_ Street lighting only: "Lighting' 2. Signal only: "Signals" 3. Traffic signal and street lighting: 'TS-LT" 4. Telemetry only: "Telemetry" Inscriptions on junction boxes performing the same function, i.e. street lighting, traffic signal, or both, shall be consistent throughout the project. All junction boxes shall be installed in &teal conformance with provisions contained in the star_dard plans and detail sheets. The unit contract price per each for -Type I" or "Type H" Junction box shall be full compensation for furnishing same and for all costs of labor, material toots and equipment necessary to 4;Cti-em'i a4tholit the 4PPr-Q;-1 of the ungiuser an" then 0;;13 ;;1 the terad Upon appr-gvA of the Bag provide and install the junction boxes including excavation, bacldulling and compaction all in accordance with plans, -m-11 tort halsi;may be rut in the pqvitment to- locate ob;;tR,cuow- If allowed in the--Plans or if obstructions are encountered in specifications and detail sheets. All junction boxes shall have galvanized steel lido and frames. jacking or drilling operations, the Contractor will be allowed to All install conduits by open trenching. Open trench construction shall junction boxes and associated concrete shall be conform to the following: installed on compacted sub grade which shall include six inches of 1. The pavement shall be sawcut a minimum of 3 inches 5/8th-inch minus crushed surfacing top course material installed deep. The cuts shall be parallel to each other and extend 2-fast-0ne under and around the base of the junction box. Concrete shall be 1 foot beyond the edge of the trench. — promptly cleaned from the junction box frame and lid. 2. Pavement shall be removed in an approved manner. The unit contract price per junction box shal_ 1___i_nclude 3. Trench depth shall provide 24 inches minimum cover installation of 5/8th-inch minus crushed surfacing top cow a over conduits below the roadbed, and 18 inches below finished 4" thick Class "B" cement concrete pad enclosing the 'IUttction box grade in all other areas.. as per the plans specifications and detail sheets. Installation e crushed surfacing and the concrete pad shall be incidental t_Me unit price per junction box and no further compensation will be P11161 iAches whichever is W:gar 5. Trenches located within paved roadway areas shall be made unless the contract includes separate pay items formed restored per the Renton Standard Detail. surfacing"and/or for "concrete pad." Gement CQA4;g:Q48. :me con-rate Ghnil be Placed faval to, and qt, fQ11wvad f- Page-SP-42 Revision Date:May 19, 1997 8-20 Illumination,Traffic Signal Systems,and Electrical 8-20 Illumination,Traffic Signal Systems,and Electrical SECTION 8-20.3(9) IS REVISED AND SUPPLEMENTED AS Upon request of the Contractor, the Engineer will make the FOLLOWS: necessary arrangements with the serving utility to complete the service connections. Electrical energy used prior to completion of 8-20.3(9) Bonding, Grounding(RC) the contract will be charged to the Contractor, except that the cost All of energy used for public benefit, when such operation is ordered by the Engineer, will be borne by the Stain City. b- W-f"44-14"t4luoug Three types of power service are used as indicated below: I. Type I system shall be single phase 120 volt, 2 wire 60 cycle the conduk 1611c A.C.(traffic signal service only) 2. Type II system shall be single phase 240 volt,2 wire 60 cycle A.C. (stred lighting non contactor, individual controlled photo-cell with no neutral wire) 3. Type III system shall be single phase 120/240 volt, 3 wire 60 cycle A.C. (street lighting contactor/traffic signal grounded -n-109-11 iA a, common condu4r-dia neutral service) The power service point shall be as noted on the plans and shall be verified by the electrical servicing utility. The service cabinet shall be marked with the service Identification of the equipment grounding conductor shall agreement letters and numbers. The markings shall be installed on conform to all Code requirements. the outside cabinet door hear the top of the cabinet. The markings Grounding of conduit and neutral at the service point shall be shall be series C using stencils and black enamel alkyd gloss paint accomplished as required under the Code. Grounding of the neutral conforming to Federal Specification TT-E-489. shall be accomplished only at the service. SECTION 8-20.3(11) IS REVISED AND SUPPLEMENTED AS FOLLOWS: 12nr for, 8-20.3(11) Field Test (RC) -rod-Gh-11 bg A f4a; A! wm have been complated figr traffic Cigna! 63'aging, All street light standards signal poles and other standards on No change to stop and go operation will be allowed after 2 p.m.on which electrical equipment is mounted shall be grounded to a any day nor will the change be allowed on Friday, weekends, clad metallic ground rod 5/8" in diameter x 8'0" in length holidays,or the day preceding a holiday. complete with a#8 AWG bare copper bonding strap located in the nearest junction box. All signal controller cabinets and 1 Requests for traffic signal turn on will not be considered until a signal/lighting service cabinets shall be grounded to a 5/8" in pre-turn on inspection of signal system has taken place. fil diameter x 8'0" in length copper clad metallic ground rod located 2 All discrepancies and deficiencies must be corrected by e in the nearest jutxxion box with a bare copper bonding strap sized_ contractor and re inspected prior to requesting signal turn on in accordance with the plans specifications and applicable codes. date. until Gtnund rods arc considered miscellaneous items and all costs 3. Requests for signal turn on shall not be m�vid r�has are to be included with the system or conductors. Ground straps electrical service to the intersection has been p are also miscellaneous items unless a separate pay item is provided_ been energized by the electric utility. in the'Schedule of prices.' 4 A minimum of three (3) working days notice will be required for signal turn on. SECTION 8-20.3(10)IS REVISED AND SUPPLEMENTED AS 5 Channelization at the intersection must be comply per before requesting signal turn on date._�y channelization prior to turn on mast )e aPe Dy 8-20.3(10) Service(RC) engineer. Power sources shown in the Plans are approximate only;exact 6 City forces shall provide post and maintain proper signing location will be determined in the field. warning of new signal ahead. 8-20.3(13) Illumination Systems SECTION 8-20.3(13)A IS REVISED AND SUPPLEMENTED AS FOLLOWS: 8-20.3(13)A Light Standards (RC) (SA) y Slip W60 Aing Page-SP-43 Revision Date: May 19, 1997 8-20 Illumination,Traffic Signal Systems,and Electrical 8-20 Illumination,Traffic Signal Systems,an=�al All poles and davit arms shall be deli ned to su ort a luminaire weight of 50 lbs. or more and to withstand ores caused by wind loads of 85 m.p.h. with gust factor o� - All poles shall maintain a minimum safety factor of 4.38 on yield strength of weight load and 2.33 psi for_=i 3. Anchor bolts shall extend through the top heavy hex nut two pressure. full threads. Davit Arms: The davit style arm shall incorporate a '.'9• ra_dim bend as measured from the centerline of the shaft. The outer portion d the arm shall be nearly horizontal to +2' above horizo shall be furnished with a 2 diameter shutter with a maximurn length of 8 inches to fit the luminaire specified. Inc pole end'of the_davit arm tube shall be fastened securely to the toptop off producing a flush joint with an even profile. Anchor Base: 6he A one piece anchor base of adequate strength shape and 6. Anchor bolts damaged after the foundation concrete is placed size shall be secured to the lower end of the shaft so that the base: shall not be repaired by bending or welding.The Contractor's shall be capable of resisting at its yield point the bending moment repair procedure is to be submitted to the Engineer for of the shaft at its yield point. The base shall be pravided with four approval prior to making any repairs. The procedure is to slotted or round holes to receive the anchor bolts. Nut co_ ve_ rs shall include removing the damaged portion of the anchor bolt, be provided with each pole. cutting threads aon the undamaged portion to remain, the Anchor Bolts: installation of an approved threaded sleeve nut and stud, and Four steel anchor bolts, each fitted with two hexnuts and repairing the foundation with epoxy concrete repair. two washers, shall be furnished with the pole Anchor_ bolts shall 7. The grout pad shall not extend above the elevation of the meet the requirements of Section 9-06.5(3) and 9-06.5(4). The bottom of the slip base. anchor bolt yield point shall be capable of resisting the bending 8- -A_AchoPUU&4haU-be installed plumb, t 1 degree. _moment of the pole shaft at its yield point The contractor shall assure that all anchor bolts conform to the &,iAA,rA Rl'Ar- recommended ASTM specifications of the pole manufacturer and shall secure and submit to the City for approval all manufacturer data on pole bending moment, anchor bolt fabrication data, test results and any other data that may be required to confirm that the anchor bolts meet these specifications. Miscellaneous Hardware: All hardware(bolts, nuts, screws, washers, etc.) needed to complete the installation shall be stainless steel._ 1.D. (Identification for poles): The contractor shall supply and install a combination of ;GA- 4-digits and one letter on each pole whether individual luminaire or signal pole with luminair. The letter and numbers combination shall be mounted at the 15 foot level on the pole facing approaching 4 Zug pole gWil be get 1 -P,imbadi and auu, and traffic. Legends shall be sealed with transparent film, resistant to dust, weather and ultraviolet exposure. The decal markers shall be 3 inch square with gothic gold white reflectorized 2 inch legend on Staridar.Pl-ar, a black background. The I.D. number will be assigned to each pole at the end of the contract or project by the City traffic engineering office. Cost for the decals shall be considered incidental to the contract bid. Light standards shall be spun aluminum davit style and shall meet the pole detail requirements indicated below and the detail All new light standards shall be numbered for identification in sheets at the end of these specifications. accordance with the Plans using painted 3-inch series C numbers The pole shaft shall be provided with a 4" x 6" flush hand installed three feet above the base facing the travelled way. Paint hole near the base and a matching metal cover secured with shall be black enamel alkyd gloss conforming to Federal stainless steel screws or bolts. Specification TT-E-489. The pole shall be adjusted for plumb after al_1 needed In setting timber poles, the Contractor shall provide a equipment has been installed thereon. After pole i> instal led and minimum burial of 10 percent of the total pole length plus 2 feet plumbed, nuts shall be tightened on anchor bolts using n%nerr sized and shall plumb or rake the poles as directed by the Engineer. sockets, open end,or box wrenches. Use of pliers pipe wrenches, The hand hole shall be located at 90 degrees to the davit arm or other tools that can damage_galvanizing will not be_Permitted. on the side away from traffic. A grounding lug or nut shall be Tools shall be of sufficient size to achieve adequate torquing of the provided in the hand hole frame or inside the hand hole frame or nuts. the space between the concrete foundation and the bottom of inside the pole shaft to attach a ground bonding strap. the pole base plate shall be filled with a dry pack mortar g_ rout and Page-SP-44 Revision Date:May 1.9, .1997 8-20 Illumination,Traffic Signal Systems,and Electrical 8-20 Illumination,Traffic Signal Systems,and Electrical trowled to a smooth finish conforming to the contour of the pole SECTION 8-20.3(14)F IS AN ADDED NEW SECTION. base plate. 8-20.3(14)F Opticom Priority Control Systems (gC) Dry pack mortar grout shall consist of a 1:3 mixture_of All new Opticom Priority System components shall be 50o word. d ,-.meat and fine sand with lust enough water so that the Series or approved equal. The Contractor shall supply one copy mixture will stick together on being molded into a bail by hand, of the manufacturer's software on original disks. Controller and will not exude moisture when so pressed. A one half inch cabinets shall have the 562 harness wired into the cabinet by the drain hole shall be left in the bottom of the grout pad as shown on supplier the standard detail. SECTION 8-20.3(15) IS SUPPLEMENTED BY ADDING THE SECTION 8-20.3(14) IS SUPPLEMENTED BE ADDING THE FOLLOWING: FOLLOWING: 8-20.3(15) Grout (RC) 8-20.3(14) Signal Systems (RC) After the pole is plumbed the space between the concrete All signal conductors shall be stranded copper and shall have foundation and the bottom of the pole base plate shall be filled with 600 volt insulation and be of the sizes noted on the plans. All a dry pack mortar grout trowled to a smooth finish conforming to multi-conductors used for the signal system shall conform to the contour of the pole base plate. Dry pack mortar grout shall division 9-29.3 and shall be of the sizes noted on the signal wiring consist of a 1:3 mixture of porttand cement and fine sand with iust schedule and wiring diagram. All stranded wires terminated at a enough water so that the mixture will stick together on being terminal block shall have an open end crimp style soderless molded into a ball by hand and will not exude moisture when so terminal connector, and all solid wires terminated at a terminal pressed. A one half inch drain hole shall be left in the bottom of block shall have an open end soldered terminal connector. All the grout pad as shown on the standard detail. terminals shall be installed with a tool designed for the installation SECTION 8-20.4 IS REVISED AND SUPPLEMENTED AS of the correct type of connector and crimping with pliers, wire FOLLOWS: cutters etc will not be allowed All wiring inside the controller 8_20.4 Measurement C cabinet shall be trimmed acrd cabled together to make a neat, clean rig installation. No splicing of any traffic signal conductor When shown as lump stmt in the Plans or in the proposal as shall bt permitted unless otherwise indicated on the plans. All illumination system _. traffic signal display and detaction-systern conductor rims shall be attached to appropriate signal terminal no spec unit of measurement gr: boards with pressure type binding posts The only exceptions shall will apply, but measurement will be for the sum total of all items be the splices for detector Poops at the nearest junction box to the for a complete system to be furnished and installed. loops• Conduit of the kind and diameter specified in the Schedule of SECTION 8-20.3(74).4 IS SUPPLEMENTED BY ADDING THE Prices will be measured by the linear foot for the actual treat line FOLLOWING(RQ length in place, unless the conduit is included in an illumination system, signal system, or other type of electrical system lump sum 8-20.3(14)C Induction Loop Vehicle Detectors C bid item. 11 Splices to loop return cables shall be made with soldered Measurement for unit price items shall be as described in compression type connectors._ Section 8-20.5 or as described in the contract schedule of prices SECTION 8-20.3(14)D IS SUPPLEMENTED BY ADDING THE and/or special provisions. FOLLOWING. SECTION 8-20.5 IS SUPPLEMENTED AND REVISED AS 8-20.3(14)D Test forluduction Loops and Lead-in FOLLOWS: Cable C 8-20.5 Payment_(RC) The Contractor shall keep records of field testing and shall Payment will be made for each of the following bid items that furnish the engineer with a copy of the results. are included in the proposal: SECTION 8-20.3(I4)E IS REVISED AND SUPPLEMENTED "Illumination System_',lump os- yst� lump AS FOLLOWS: "Traffic Signal Display-�d- sum. 8-20.3(14)E Signal Standards ItC " 3. Disconnect connectors complete with pole and bracket The lump sum contract price for "Illumination System aad cable shall be installed in any signal standard supporting a and "Traffic Signal ystem --� luminaire. _" 1 be full pay for f trnistiing essar all tabor, materials, tools, and equipment necY for the construction of the complete electrical system, mod4ing existing systems, or both, as shown in the Plans and herein specified 14 The signal standard and its fabrication shall conform with including excavation, backfilling, concrete foundations. conduit, all current Washington State Department of Transportation Signal wiring, restoring facilities destroyed or damaged during Standard Specifications and current pre-approved plans by construction, salvaging existing materials, and for making all WSDOT. required tests. All additional materials and labor, not shown in the 15 Installation of all nuts and bolts shall be performed with plans or called fqr herein and which are required to complete the proper sized sockets open end or box wrenches. Use of pipe electrical system,'shall be included in the lump stun contract price. wrenches or other tools which can damage the galvanization of the nuts and bolts will not be permitted. Tools shall be of a sufficient size and strength to achieve adequate torquing of the nut(s). Page-SP-45 Revision Date: May 19, 1997 8-20 Illumination,Traffic Signal Systems,and Electrical 8-20 Illumination,Traffic Signal Systems,and E=rical_ The unit per each price for (14)"Service cabinet" Shan be full iu,t compensation for furnishing and installing the frilly equipped cabinet and for risers, standoffs and any other materials, labor or costs associated with providing electrical service as rMqudUrtd by the electrical utility, the contract plans, details and spectficatn a not included as separate pay items in the contract schedule of n 13023, ;;PM, it gh-11 be ;PQl;JieA ;A the Wmp Sum price for the rp ices. '........Signal head......," per each. All costs for installing conduit containing both signal and ...Signal head mounting hardware," per lump sum• illumination wiring shall be included in the contract prices for the The lump sum price for (16)'....Signal head mounting signal system. hardware" shall be full compensation for supplying and ffistallin.f! All costs for installing junction boxes containing both all traffic or pedestrian signal head mounting hard n illumination and signal wiring shall be included in the contract conformance with the plans, specifications and detail sheets. prices for the signal system. "Pole mounted terminal "Landunt The unit prices for the items listed below shall be full hardware," per each. compensation for furnishing and installing each item and for all '2 1c shld loop return cable," per.linear foot. labor, materials, tools, equipment and testing necessary and/or "3/C chid pre-emption cable,'per linear foot. incidental for the full and complete installation as per the contract "...-pair shld interconnect cable,"per linear foot. plans detail sheets and these specifications. "Traffic signal controller and cabinet," per each 'Trench and Backfill......... wide by........." deep, ' per The unit contract price for "Traffic Signal Controller and linear foot. Cabinet" shall be full compensation for furnishing and installing a The unit contract.price for (3) "Trench and Backfill" per fully equipped,wired and operational controller and cabinet. linear foot shall be full compensation for excavating, loading, "Traffic signal wire,'per lump sum. hauling and otherwise disposing of the waste materials, for 'Signal standard, Type—, with...-foot mast arm,"per each. backfrlling and compacting backfill material to specified density 'Induction loop vehicle detector." per linear foot_ and for the restoration of the trench to its pre-existing condition or The unit linear foot contract price for (24)"Induction loop as shown on the plans or as directed by the Engineer all in vehicle detector" shall be measured by the linear feet of full depth accordance with the plans, specifications and detail sheets. sawcut required for installation. The unit price shall be full "Select Trench Backfill," per ton. (4)"Select Trench Backfill" compensation for full and complete installation including wire, shall consist of 5/8' minus crushed surfacing top course and the sealant and all other labor, materials, tools and equipment required unit per ton price shall include all costs associated with furnishing to complete the installation in accordance with the plans, and installing the material and loading, hauling and disposing of specifications and detail sheets. The unit price shall also include waste materials. providing and installing conduit stub-outs and soldered splices, '........Foundation, .......,' per each.* splices to loop return cables unless separate pay items are included 'Type ....Junction box," per each. * in the contract schedule of prices for these other items. Sawcutting *The unit per each price for (5)"Foundation" and (6)"Junction shall be considered incidental to the loop installation whether or not Box' shall be full compensation for full and complete installation there is a separate pay item in the contract for sawcutting. per the plans, specifications and detail sheets including enclosing Measurement for a standard 6' x 6' induction loop shall be 28 each item in a finished concrete pad which shall be incidental linear feet. Sawcutting for loop "Home runs'shall be done such as unless a separate pay item is included in the Schedule of Prices for to minimize the total linear feet of sawcutting required by means of 'Concrete Pad." proper locating of loop return "Stub-out", by dirtxx routing of "Concrete Pad," per square yard. "home runs' and by combining up to 4 pairs of loop wires in a Measurement for (7)"Concrete Pad" shall be by the square single "home run" sawcut. Loop and 'Home Run' layout shall be yard of surface area enclosed inclusive of and not subtracting for approved by the Engineer before sawcut ing takes place. the area of the function box or foundation enclosed and shall be full '.......Splice kit,"per each. compensation for full and complete installation as per the plans, 'Emergency Vehicle pre-emption detector,"�r each. specifications and detail sheets. 'Opticom discriminator card," per each. " Schedule 40 Conduit, P.V.C." per linear foot.* "Detector amplifier,"per each. ." Schedule 80 conduit, P.V.C., "per linear foot.* "Street light fuse kit," per each. * The unit contract price for conduit shall include all conduit, "Pedestrian push button with sign " per each. couplings, adapters, elbows, bends, reducers, bell ends, bushings, "Pedestrian push button post,' per each. and any other material, labor or equipment necessary to complete "Pedestrian signal pole Type I 10-feet," per each. the installation of the conduit. Measurement shall be by linear foot "Relocate existing.......pole,' per each. from end of conduit to end of conduit as measured from the top of The unit per each price for "relocate existing pole hall be grade along the middle of the trench line and adding a vertical full compensation for removing the pole from its existing measurement at the end of each conduit run equal to the design foundation removing and salvaging or re-installing depth of the trench. No payment shall be made for additional equipment, plugging holes as required and installing the pol a on its conduit used by the contractor due to horizontal or vertical weaving new foundation and shall include all labor, tools materials, of the conduit within the trench line. equipment and any other costs necessary and/or incid to "Street Light Standard .......," per each. complete the installation and make the electrical equipment ........watt...Luminaire and lamp," per each. operational all in accordance with the plans specifications and ...-watt...Luminaire and lamp with photocell," per each. detail sheets. .......AWG....copper wire," per linear foot. "Remove existing.......Foundation," per each. "Service cabinet, " per each. 1- Page-SP-46 Revision Dale:May 19, 1997 8-22 Pavement Marking 8-22 Pavement Marking The unit per each price for "Remove existing foundation" Traffic LwA"Legend shall be full compensation for full and complete removal and A WHITE marking hauling and disposal of the foundation. propei=tiouusing alphabetical letters.. 8-22 Pavement Marking I�iglt.See contract plans and detail sheets. SECTION 8-22.1 IS REVISED AS FOLLOWS. SECTION 8-22.3(5)IS REVISED AS FOLLOWS. 8-22.1 Description (RC) Skip Center Stripe 8-22.3(5) Tolerances for Line Stripes (RC) di Length of Stripe: The longitudinal accumulative error A BROKEN YELLOW line 4 inches wide. The broken or "skip" pattern shall be based on a 40 feet 24-foot unit consisting or minus s l ifeet 24 foot length of skip stripe shall not exceed plus I of a-fA-feet 9-foot line and a-30 feet 15-foot gap. Skip center or minus 1 inch. stripe is used as center line delineation on two lane or three lane, SECTION 8-22.30 IS REVISED AS FOLLOWS. two way highways. Double Yellow Center Stripe 8-22.30 Installation Instructions (RC) Two SOLID YELLOW lines, each 4 inches wide, Installation instructions for plastic markings shall be provided separated by a 4-inch-o"24ach space. Double yellow center stripe for both the Contractor and the Engineer. All materials shall be is used as center line delineation on multilane, two way highways installed according to the manufacturer's recommendations-an" and for channelization. Gets-swipgApproach Stripe lat;Gn Pr A SOLID WHITE line, 8 inches wide, use" 4eak;-Y SECTION 8-22.3(7)IS A NEW SECTION. to delineate turn lanes from through lanes, for traffic islands, and for hash marks. Hash 8-22.3(7) Removal of Traffic Markers (RC) mark stripes shall be placed on 45 degree angle and 10 =feet The work to remove all old or conflicting stripes, lines, apart- buttons or markers as required to complete the channelization of Lane Stripe the project as shown on the plans or detail sheets shall be A BROKEN WHITE line, 4 inches wide, used to considered incidental to-other contract pay items and no further delineate adjacent lanes travelling in the same direction. The compensation shall be made unless a separate pay item or items are broken or `skip" pattern shall be based on a--494ee424-foot unit provided for such removal. consisting of a 10 foot 9-foot line and a-30-feet 15-foot gap. Drop Lane Stripe(Skip Approach Line) SECTION 8-22.4 IS REVISED AND SUPPLEMENTED AS A BROKEN WHITE line, 8 inches wide, used to FOLLOWS: delineate a lane that en . The broken or "skip" pattern shall be based on a 2444-foot unit consisting of a 93-foot 8-22.4 Measurement (RC) (SA) line and a 1542-foot gap. The measurement will be based on the travel diQce-t6}uited ssa Ale-P�ps of a marking system capable... GeCeApproach stripe, barrier stripe, crosswalk stripe, and -11 be vvg Sd ID stop bar will be measured by the linear foot of each marking type• Traffic arrows will be measured by the unit with each arrow head defined as a unit 41 inch-cpaca- Traffic 1o4a4:Slegends, handicapped parking stall symbols, preferential lane symbols, railroad crossing symbols, drainage markings, and cycle detector symbols will be measured by the unit- WASA on Measurement for paint/plastic stripe line removed shall be by gap' the linear foot of ...... wide line or shall be included in the lump Two Way Left Turn Stripe ified A SOLID YELLOW line, 4 inches wide, with a sum price for "remove existing traffic tnarkin unless spec to be paid as a separate pay item. If not specified as a separate pay BROKEN YELLOW line, 4 inches wide, separated by a 4-inch item then removal of existing traffic markings shall be considered I space.The broken or "skip" pattern shall be based on a�A-€eel 2A- foot unit consisting of a-14-fee4 9-foot line and a-39-feet 15-foot incidental to the payment for other items of work and no further space. The solid line shall be installed to the right of the broken compensation shall be made. AS line in the direction of travel. SECTION 8-22.5 IS REVISED AND SUPPLEMENTED Crosswalk Stripe FOLLOWS: A SOLID WHITE line,-4-2 8 inches wide and 10-feet long, installed parallel to another crosswalk stripe-viik-a -feet_ 8-22.5 Payment (RC) and "Painted Oor-cApproach Stripe", per linear foot_ parallel to the direction of traffic flow and centered in pairs on lane "121-g6c Gore Stripe", pgp4inear__� lines and the center of lanes. See detail sheet.. "Painted Traffic I @tteFLegend". per each. Stop Bar "Plastic Traffic I eueFLegend",per each. A SOLID WHITE line,--l8 12, 18 or 24 inches wide "Remove Paint Line ...... wide," per linear foot-* uatesb as noted Qdw;s�on the Contract plans. Page-SP-47 Revision Date: May 19, 1997 8-23 Temporary Pavement Markings 8-23 Temporary Pavement Markmg, "Remove Plastic Line ....... Wide,' per linear foot* 8-23 Temporary Pavement Markings "Remove existing traffic markings, "per lump sum. g * The linear foot contract price for "Remove Paint Line" and SECTION 8-23.5 IS SUPPLEMENTED T6E "Remove Plastic Line' and the lump sum contract price for WITH "Remove existing traffic markings' shall be full compensation for FOLLOWING: removal of existing traffic markings as per the plans specifications 8-23,$ Payment (RQ and detail sheets. If these pay items do not appear in the contract schedule of prices, then the removal of old or conflicting traffic If no pay item is included in the contract for installatio removal of temporary .,. for markings required to complete the channelization of the project as ry pavement markings then all costs assoc shown on the plans or detail sheets shall be considered incidental to with these items are considered incidental to other items i=the other items in the contract and no further compensation shall be contract or included under "Traffic Control " if that is made, included as a bid item. The unit contract prices for the above listed bid items shall be full pay for furnishing all labor, tools, material and equipment necessary for the completion of the work as specified. f, Page-SP-48 Revision Date:May 19, 1997 9-00 Definitions and Tests 9-02 Bituminous Materials Division 9 material for payment may be produced for use on a project until th lob mix formula has been approved by the engineer. The mixture Materials shall be designed to meet the test criteria listed m Section 9-03.8(2) and remain within the limits set forth in 9-03.8(6), The determination of the lob mix formula shall ve the responsibility of_ the Contractor. 9-00 Definitions and Tests The intermingling of asphalt concrete mixtures produced from more than one JMF is prohibited. Each strip of asphalt concrete SECTION 9-00 IS SUPPLEMENTED BY ADDING THE pavement placed during a working shift shall conform to a single FOLLOWING: job mix formula established for the class of asphalt concrete specified unless there is a need to make an adjustment coin the 9-00(A) Recycled Materials (RC) JMF. The City encourages the use of recycled materials whenever The JMF shall be submitted in writing by the Contractor to practicable provided that those materials meet or exceed all the Engineer at least 10 days prior to the start of paving operations applicable requirements described elsewhere in the contract and shall include as a minimum: specifications Should recycled materials be utilized, the City a. Percent passing each sieve size. requires that a Recycled Product Reporting Form be completed by b. Percent of asphalt cement. the Contractor. c. Asphalt grade. d. Mixing temperature. e. Compaction temperature. 9-02 Bituminous Materials f. Anti-strip agent content. 9-02.1 Asphalt Material, General The Contractor may not make any changes to the JMF without prior written approval of the Engineer. Should a change in sources SECTION 9-02.1(10)IS A NEW SECTION: of materials be made, a new JMF must be approved by the Engineer before the new material is used. 9-02.1 10 Loop Sealant (RCS Unless specified otherwise in the contract or permitted by the -hreer upon request from the contractor, loop sealant shall be � hot melt rubberized asphalt sealant (Crafco Loop Detector Sealant or approved equal) shall meet the penetration flow and resilience spec&- c tions of ASTM D3407 and shall be installed with an approved applicator in conformance with manufacturer's recommendations. The contractor shall request and obtain approval from the nev.,IAZ4 Engineer for the type of loop sealant to be used before installing 23. Job Mix Formula Tolerances_ rid Adjusuneats- detector loops and shall submit manufacturer cutsheets or other a. After the JMF is data if requested by the Engineer in order to enable the Engineer to determined, the several constituents of the mixture at the time of determine the acceptability of the sealant. All loop sealant shall acceptance shall conform to the following tolerances: 0Wy be installed in thoroughly clean and dry pavement and shall be Constituent of Mixture Tolerance Limits The tolerance limit for each applied in conformance with the methods required as to mix constituent shall not temperature and means of application such as to completely fill the exceed the broad band sawcut area encapsulate the loop wires and adhere to the specification limits specified pavement. in Section 9-03.8(6). Aggregate assing 1", Broad band specification 9-03 Aggregates 3/4 5/8 , M", and limits Section 9-03.8(6). SECTION 9-03.8(6)A IS REVISED AS FOLLOWS: 3/8" sieves I Aggregate passing 1/4" sieve f 5% 9-03 8(6)A Basis of Acceptance(RCS Aggregate passing No. 10 sieve t 5% 1. Asphalt Concrete will be accepted based on its Aggregate passing No. 40 sieve 4% N conformance to the project job mix formula (JMF). Aggregate passing No. 200 sieve t2% igotel Asphalt cement f 0.5%Note2 For open graded mix: Tolerance limits shall be for aggregate gradation only and shall be as specified in Section 9-03.80. Note 1 — 2.0% if less than 50% RAP (Recycled Asphalt Pavement), 2.5% for 50% RAP or more Note 2 — 0.5% if less than 20% RAP. 0. o for over 20% RAP, but less than 50% RAP, 1.0% for 50% RAP or greater. armine the w; These tolerance limits constitute the allowable limits used in the Section 5-04.3(8)A to determine acceptance. ). or-rig;: Qf#19 flnginea-r, No f. Page-SP-49 Revision Date: May 19, 1997 9-04 Joint and Crack Sealing Materials 9-05 Drainage Structures,Culverts,and —`omits SECTION 9-OS.7(3) IS DELETED AND REPLACED BY THE FOLLOWING: 9-05.7(3) Concrete Storm Sewer Pipe Joints C Joint assembly design shall be reinforced concrete bell and c.—Adjusuuer" spigot type incorporating a fully retained single rubber a in accordance with ASTM C361 or AWWA 0302. Rub_ beket material shall be neoprene. 6634 21;11 2149va, 1 per-Goat Wr-the gggregate pnssing the No. 10 and SECTION 9-05.7(4) IS SUPPLEMENTED BY THE FOLLOWING: '100 C;Q"a. :n@66 F46111 2 11stment;to the J34:13 may be made by the 9-05.7(4) Testing Concrete Storm Sewer Pip_ e joints (Hydrostatic testing of rubber gasket joints shall be performed in accordance with ASTM 0361 or AWWA —e_ z`- pressure shall be 5 psi. SECTION 9-05.9 IS REVISED AND SUPPLEMENTED AS "ctfkatieasr FOLLOWS. A&Phnit Content- The P; V-Gar may oFdcF 9-05.9 Steel Spiral Rib Storm Sewer Pipe (RC) the gpeciliiratieas. The manufacturer of spiral rib storm sewer pipe shalt furnish 9-04 Joint and Crack Sealing Materials the Engineer a Manufacturer's Certificate of Compliance stating that the materials furnished comply in all resptxts with these SECTION 9-04.11 IS A NEW SECTION Specifications. The Engineer may require additional information or tests to be performed by the Contractor at no expense to the State. 9-04.11 Butyl Rubber(SA) Unless otherwise specified, spiral rib storm sewer pipe shall Butyl rubber shall conform to ASTM D2000 MI BG 610. be furnished with pipe ends cut perpendicular to the longitudinal ' axis of the pipe. Pipe ends shall be cut evenly. Spiral rib pipe shall be fabricated either by using a continuous helical lock seam or 9-05 Drainage Structures, Culverts, and a continuous helical welded seam paralleling the rib. Conduits SECTION 9-05.4 IS REVISED AS FOLLOWS: confW= to one of the fQ110wing GGAfiguration&; 9-05.4 Steel Culvert Pipe and Pipe Arch (RC) dcap nt 4 80 in hoc canter-a Steel culvert pipe and pipe arch shall meet the requirements of AASHTO M 36, Type I and Type H. Welded seam aluminum ceuteF coated (aluminized) corrugated steel pipe and pipe arch with _— fr t;�Iu metallized coating applied inside and out following welding is acceptable and shall be asphalt treatment coated. 4211 be hituminour fr-catod-4a; SECTION 9-05.7(2)"IS DELETED AND REPLACED BY THE � FOLLOWING: 4(4)_ Steel spiral rib storm sewer pipe shall be manufactured of 9-05.7(2) Reinforced Concrete Storm Sewer Pipe metallic coated (aluminized or galvanized) corrugated steel and (RQ inspected in conformance with Section 9-05.4. The size, coating, and metal shall be as shown in the Plans or in the Specifications. Reinforced Concrete Storm Sewer pipe shall conform to the helical ribs shall prof requirements of ASTM C-76 and shall be Class IV For spiral rib storm sewer pipe Cement used outwardly from the smooth pipe wall and shall be fabricated from a in the manufacture of reinforced concrete pipe shall be Type II in single thickness of material The ribs shall be essentially conformance with ASTM C150. No admixture shall be used unless rectangular and shall be 3/4 inch plus two times the wall thickness otherwise specified. (2t) plus or minus 1/8 inch (measured outside to outside) and a SEMON 9-05.7(2)A IS SUPPLEMENTED BY THE minimum of 0.95 inch high (measured as the minimum vertical FOLLOWING: distance from the outside of pipe wall immediately adjacent to the lockseam or stiffener to the top surface of rib) The maximum 9-05.7(2)A Basis for Acceptance (RC) spacing of the ribs shall be 11.75 inches center to center(measured All pipe shall be subject to (1) a three-edge-bearing strength normal to the direction of the ribs) The radius of bend of the (D load test to accordance with ASTM C76 and (2) a hydrostatic metal at the corners of the ribs shall be a minimum of 0.10 inch test of rubber gasket joints in accordance with ASTM C361 or and a maximum of 0.17 inch If the sheet between adjacent ribs AWWA 0302 except test pressure shall be 5 psi does not contain a lockseam a stiffener shall be included midway, Page-SP-50 Revision Date:May 19, 1997 9-06 Structural Steel and Related Materials 948 Paints between ribs having a nominal radius of 0.25 inch and a minimum 1/8 inch wide (measured outside to outside) and a minimum height of 0.20 inch toward the outside of the pipe. Pipe shall be spacing of ribs shall be 4.80 inches center to center (measured fabricated with ends that can be effectively jointed with coupling normal to the direction of the ribs). The radius of bend of the bands metal at the comers of the ribs shall be 0.0695 frith with an When required spiral rib or narrow pitch spiral rib pipe shall allowable tolerance of+ 10 percent. be bituminous treated or paved. The bituminous treatment for For wide pitch spiral rib storm sewer pipe helical ribs shall spiral rib pipe shall conform to the requirements of Sections 9- project outwardly from the smooth pipe wall and shall be fabricated 05.4(3)and 9-05.4(4) from a single thickness of material. The ribs shall be 3/4 inch + For narrow pitch spiral rib sewer pipe the helical ribs shall 1/8 inch wide(measured outside to outside)and a minimum of 0.95 roiect outwardly from the smooth pipe wall and shall be fabri cated inch high (measured as the minimum vertical distance from the from a single thickness of material. The ribs Mall be .375 inch— outside of pipe wall to top surface of the rib). The maximum 1/8 inch wide (measured outside to outside) and a minimum of spacing of ribs shall be 11.75 inches center to center (measured 4375 inch high(measured as the minimum vertical distance of ribs normal to the direction of the ribs). The radius of bend of the shalt be 480 inches center to center (measured normal to the metal at the comers of the ribs shall be 0.0625 inch with an direction of the nibs) T1ie radius of bend of the metal at the allowable tolerance of+ 10 percent. coEV,rs of the ribs shall be 0.0625 inch with an allowable tolerance of 7 l- percent. 9-06 Structural Steel and Related Materials SECTION 9-05.12(3)IS A NEW ADDITIONAL SECTION: 9-06.5 Bolts 9.05.12(3) CPEP Sewer Pipe(RC) CpEp Smooth interior pipe and fittings shall be SEC7ION9-06.5(4)EASBEENSUPPLEMENTEDBYADDING: manufactured from high density polyethylene resin which shall meet or exceed the requirements of Type 111 Category 4 or 5, 9-06.5(4)-ll a Anchor Bolts(RC) Grade P33 or P34 Class C per ASTM D1248. In addition, the All anchor bolts, mils, washers and anchor plates for signal pipe shall comply with all material and stiffness requirements of poles street light poles strain poles or other types of poles shall AASHTO M294. meet the recommended specifications of the pole manufacturer. The Contractor shall be responsible for providing to the Engineer SECTION 9-05.14 IS DELETED: airy and all data concerning fabrication strength test results, mill SECTION 9-05.17 IS REVISED AND SUPPLEMENTED AS certification and other data required to confirm that the anchor bolts meet those specifications. FOLLOWS' The following standard specifications shall apply to anchor 9-05,17 Aluminum Spiral Rib Storm Sewer Pipe bolts for street light signal and strain poles provided that the (RQ Contractor can submit documentation from the manufacturer Unless otherwise specified. spiral rib storm sewer pipe shall affirming that anchor bolts meeting these specifications are be furnished with pipe ends cut perpendicular to the longitudinal recommended for the pole to be installed thereon: ends shall be cut event Spiral rib i shall 1 The standard anchor bolt for aluminum street light poles axis of the pipe.Pipe o P P shall be 42 inches in length and shall meet the requirements of be fabricated by using a continuous helical lock seam with a sum ASTM A 36 or ASTM A 307. 'I3ie shaft of the anchor bolt shall askU• be a full one inch in diameter with a hot forged four inch "L" bend on the bottom end and a minimum of six inches of die-cut threads on the top end. 2 The anchor bolts for signal poles and strain poles shall meet the specifications as designated on the aPPrm"� manufacturer's pole plans and/or supplemental plans spdoop at 4 20 40 '61148F ecifications provided provided by the manufacturer. All anchor bolts nuts and washers shall meet the Pole manufacturers specifications and shall be hot dipped galvanized unless such galvanization is not permitted for the type of steel as per Section 9-06.5(4). Pipe Owl be 9-08 Paints SECTION 9-08.81S A NEW SECTION: 9-08.8 Manhole Coating System Products For spiral rib storm sewer pipe helical ribs shall project outwardly from the smooth pipe wall and shall be fabricated from a Coating System Specification single thickness of material The ribs shall be 3/4 inch wide by 3/4 9-08T8Ti(e following coating s stem s p tficatwns used for inch deep with a nominal spacing of 7-112 inches center to center. he channel) surfaces Pipe shall be fabricated with ends that can be effectively jointed coating (sealing) interior concrete (including t__�- of sanitary sewer manholes when required. with coupling bands. For narrow pitch spiral rib storm sewer pipe helical ribs shall project outwardly from the smooth pipe wall and shall be fabricated from a single thickness of material. The ribs shall be 0.375 inch + t, Page-SP-51 Revision Dale:May 19, 1997 9-23 Concrete Curing Materials and Admixtures 9-29 Illumination, Signals,Electrical Coating System Specification SECTION 9-29.3 IS REVISED AND SUPPLEMENTED AS FOLLOWS: A. General �W 1. Buried Manhole 9-29.3 Conductors, Cable (RC) Surface Color Paint System Each wire shall be numbered at each terminal end with a wrap-around type numbering strip bearing the circuit number a. Buried, and White C-1 shown on the plans. ------ exposed No splicing of any traffic signal conductor shall be`itted concrete unless otherwise indicated on the plans. All conductor �ll surfaces. be pulled to the appropriate signal terminal COmnarhnrnr ti Old with pressure type binding posts. The only ezcepttons shall be the 9-08.8(2) Coating Systems A. High Solids Urethane splices for detector loops at the nearest junction box to the loops. -- The contractor shall provide and install all the necessary wiring, fuses and fittings so as to complete the in Wlati of n f the Coating System: C1 signal and fighting �- _� g g equipment as shown on the plans. All materials Coating Material: High Solids Urethane and installation methods, except �- cept as noted otherw'►.se herein, shall Surfaces: Concrete comply with applicable sections of the National Electrical�e Surface Preparation: In accordance with SSPC SP-7 8, Detector loop wire shall be No. 1244 AWG stranded (Sweep or brush off blast) copper wire, Class B, with chemically cross linked polyethylene b Application: between field The drying time type RHH-RHW insulation of code thickness. between coats shall not exceed (11)Sim-cCommunications cable(s hall meet REA 6.0 mils d any case specification PE-39 and shall have sip- i�-No, 19 AWG wires System Thickness. Primer:mils dry film with 0.008 inch FPA/MPR coated aluminum shielding. The cable Coatings: Primer: One coat of Walser shall have a petroleum compound completely filling the inside of MC-Conceal high solids the cable. urethane(2.0 e coats Finish: The shielded communications/signal interconnect cable shall Two or more coats of Walser meet the following: MC-Conceal (min.4.0 DFT) 1. Conductors: Solid, soft drawn, annealed copper, size 19 awg. 9-23 Concrete Curing Materials and 2. Insulation: solid, virgin high density polyethylene or Admixtures polypropylene, with telephone industry color coding. 3. Cable core assembly: insulated conductors are twisted SECTION 9-23.9 IS REVISED AS FOLLOWS. into pairs with varying lays (twist lengths) to minimize cross talk and meet strict capacitance limits. 9-23.9 Fly Ash (RC) 4. Shielding: A corrosion/oxidation resistant tinted ethylene Fly ash shall not be used around water lines. copolymer coated (both sides) .008" thick corrugated aluminum tape shield is applied longitudinally with shielding coverage. A 9-29 Illumination, Signals, Electrical .005 corrugated tape applied in the same manner is acceptable. 5. Outer jacket: A black, low density high molecular weight SEC77ON 9-29.1 IS SUPPLEMENTED BY ADDING THE virgin polyethylene (compounded to withstand sunlight, FOLLOWING: temperature variations and other environmental conditions plus abuse during installation) is extruded overall to provide a 9-29.1 Conduit-(RC) continuous covering. 6. Footage markings: footage markings must be printed The conduit P.V.C. - non-metallic shall be of the two types indicated below: sequentially a minimum of 2' along the outer jacket. 1. Schedule 80-,Extra heavy wall P.V.C. conforming to 7• Filling: the entire cable within the outer jacket is flooded ASTM,Standards, to be used in all installations under roadways. area petroleum-polyethylene gel filling compound including the area between the outer jacket and the shield. 2. Schedule 40 heavy wall P.V.C. conforming to ASTM Standards. SECTION 9-29.9 IS SUPPLEMENTED BY ADDING THE SECTION 9-29.2 IS SUPPLEMENTED BY ADDING THE FOLLOWING: FOLLOWING: 9-29.9 Ballast, Transformers (RC) 9-29.2 Junction Boxes(RC) The Ballast shall be pre-wired to the lamp socket and terminal Junction boxes shall be reinforced concrete with board. galvanized steel from anchored in place and galvanized steel cover plate SECTION 9-29.10 IS SUPPLEMENTED BY ADDING THE (Diamond pattern)as indicated on detail sheets. FOLLOWING: The inscriptions on the covers of the junction boxes shall be as follows: 9-29.10 Luminaires (RC) 1. Signal only: "Signals" 2. Street Lighting only: 'lighting" The filter shall N charcoal with elast-omer gasket. Luminaires shall have a cast aluminum housing of the cobra_ 3. Traffic Signal and Street lighting Facilities: "TS-LT" head style with a glass ovate refractor. The above inscriptions shall not be higher than the top surface of the cover plates. 1- Page-SP-S2 Revision Date:May 19, 1997 9-29 Illumination,Signals, Electrical 9-29 Illumination,Signals,Electrical The manufacturer's name or symbol shall be clearly marked re-energize without change. on each luminaire. 9-29.11 Control Equipment 5. Conflict Monitor. Upon sensing conflicting signals or SECTION 9-29.11(2)IS DELETED AND REPLACED WITH: unsatisfactory operation voltages, the conflict monitor shall immediately cause the signal to revert to flash; however, the 9-29.11(2) Photoelectric Controls (RC) controller shall stop time at the point of conflict. After the conflict Photoelectric controls shall be a plug-in device, rated_ to monitor has been reset, the controller shall immediately take operate on 120 volts 60 Rz The unit shall consist of alight command of the signal displays at the beginning of artery sensitive element connected to necessary control relays. The unit gr4" eiy Iow. shall be so designed that a failure of any electronic component will 6_ Flash unit shall be a two circuit tune capable of energize the lighting circuit. switching loads up to 1000 watts per circuit alternately at a rate of The photo cell shall be a solid state device with stable turn-on 60 flashes per minute per circuit, plus or minus two flashes per values in the temperature range of-55 degrees C to +70 degrees minute. C The photo cell shall be mounted externally on top of the SECTION 9-29.I3(3) IS REVISED AND SUPPLEMENTED AS luminaire In a contactor controlled system the photo cell to FOLLOWS: control the stem shall be mounted on the luminaire nearest to the service/cornactor cabinet The photo cell shall be capable of 9-29.13(3) Emergency Pre-emption (RC) switching "ON' 1 000 watts of incandescent load as a minimum. Immediately after a valid call has been received, the SECTION 9-29.13 IS SUPPLEMENTED BY ADDING THE pre-emption controls shall cause the signals to display the required FOLLOWING: clearance intervals and subsequent pre-emption intervals. Pre-emption shall sequence as noted in the contract. Pre-emption 9-29.13 Traffic Signal Controllers (RC) equipment shall be installed so that internal wiring of the The unit shall operate on 120 volt 60 cycle single phase controller, as normally furnished by the manufacturer, is not alternating current and shall use the power line frequency as a time altered. base The traffic signal controller shall meet the requirements of the National Electrical Manufacturers Association (NEMA) phago- Standard Publications. Components such as resistors capacitors diodes and Emergency vehicle pre-emption shall be furnished as modules transistors shall be individually replaceable utilizing approved that plug directly into a rack wired to accept 3-M discriminator standard soldering techniques Intergrated circuits shall be type units The pre-emotion system operation-shall be compatible mounted in sockets and shall be easily replaceable without with the 500 Series 3M company 'opticom" system which the City soldering. All components shall be standard Off the shelf" items. of Renton is currently using and shall be capable of being activated The traffic signal controller shall be capable of mterfacmg by the same transmitters. The optical signal discriminator system shall enable an with the Multisonic real time master computer. The controller authorized vehicle to remotely control traffic cornroi signals from a S be capable of both on-line operation(control by the multisonrc distance of up to 1800 feet(0.54 kilometers) along an unobstructed toaster computer) and standby operation. The controller shall "line of sight" path. The system shall cause the traffic signals establish the sequence of signal phases including overlaps, to g P Program- conformance with the signal phasing diagram on the plans. When controller to move into an appropriate fire Pre-emption program. dng either in a fixed time mode or m a fully-actuated mode this optical discriminator shall interface s the f software, for with volume density on each phase as required. All clearance field programmability. It shall consist of the following timing and pedestrian timing shall be accomplished at the local components: a. Optical energy detectors-which shall be mounted on the intersection' traffic signal mast arms and shall receive the optical enemy SECTION 9-29.13(2) IS REVISED AND SUPPLEMENTED AS emitter's signal. controller to FOLLOWS. b Discriminators which shall cause the signal vehicle o into internal re-em ion which will give the authortzed 9-29.13(2) Flashing Operations (RC) the right of way in the manner shown on the phase sequence 2. Police Panel Switch. When the flash-automatic switch diagram. located behind the police panel door is turned to the flash position, c Pre-emption Indicator Lights. the signals shall immediately revert to flash; however, the Optical Detector controller shall "STOP TIME." When the switch is placed on a Shall be of solid state construction. automatic, the signals shall continue to flash for an additional b Fittings shall meet the specifications of the system 8 second flash period. At the completion of the continued 8 second manufacturer to facilitate ease of installation. flash period, unless otherwise specified, the controller shall c Shall operate over an ambient temperature ranee of 40°F immediately resume normal cyclic operations at the beginning of to +180'F(-40°C to +85°C). artery g� ely low. d Shall have internal circuitry enca sp ulated in ?semi- 4. Power Interruption. On "NEMA" controllers any power flexible compound and shall be impervious to_morswre. interruption longer than 475 plus or minus 25 milliseconds, signals a Shall respond to the optical energy unpulses generated by shall re-energize consistent with No.2 above to ensure an 8 second of U.ts micro a pulsed Xenon source with a pulse ener densn} flash period prior to the start of artery green. A power interruption joule per square meter at the detector, arise time less man "� of less than 475 plus or minus 25 milliseconds shall not cause microsecond and half power point pulse width on not less than resequencing of the controller and the signal displays shall thirty microseconds. f- Page-SP-53 Revision Date_May 19, 1997 9-29 Illumination,Signals,Electrical 9-29 Illumination,Signals Electrical Discriminator Each module shall do the following: a. Shall provide for a minimum of two channels of optical A;eth api; detector input. b. Shall provide for a minimum of two discrete channels of optically isolated output. When a pre-emption detector detects an emergency vehicle the phase selector shall hold the controller in the required phase or advance directly to that phase after observing all vehicle -d}splsd clearances. The phase selector shall hold the controller in the phase selected until the detector no longer detects the emergency vehicle. When the phase selector is responding to one detector it shall actuation. not respond to any other detector until calls from the first detector All timing functions and input and output features fo�fully are satisfied. actuated, volume-density operation shall be provide,i in accordance Indicator lights shall indicate power on signal being with NEMA standards �-- received, channel called. Switches shall control system power and simulate detector calls for each phase. The controller shall provide for setting each timing interval by means of positively calibrated settings. The timing functions�shall be on the front of the controller unit or shall have keyboa entry SECTION 9-29.13(2),IS SUPPLEMENTED BY ADDING THE and liquid crystal display. For the standby operationion, the FOLLOWING. signal controller shall include all circuitry required toto provide all timing and all functions for signal operation in a fully-actuated 9-29.13(4) Wiring Diagrams (RC) mode. Standby operation shall automatically occur upoi n opening The controller cabinet shall have a waterproof envelope with a of interconnect lines failure of central master computer, or when side access attached to the inside of the cabinet door. At the time specified by the master. The standby operation shall follow and be of delivery the envelope shall have four complete sets of schematics coincidental in phase to that phase being displayed at the start of and manuals for all assemblies and sub-assemblies. standby operation. Transfer from computer supervision shall not SEC17ON 9-29.130 IS SUPPLEMENTED BY ADDING THE call up a starting yellow. FOLLOWING: SECTION 9-29.13(7)A IS SUPPLEMENTED BY ADDING THE FOLLOWING: 9-29.130 Radio Interference Suppressors A Cornell-Dubiler radio interference filter A1F 10801-1 30 9-29.13(7)A Environmental, Performance find Test amps or equivalent shall be used to filter the A.C. power. Standards for Solid-State Traffic Additionally, all power supplies shall have noise immunity from Controllers (RC) other devices within the cabinet. The traffic signal controller assemblies including the traffic signal controller, auxiliary control equipment and cabinet shall be SECTION 9-29.13(7)IS REVISED AND SUPPLEMENTED AS shop tested to the satisfaction of the Engineer.^Testing and check- FOLLOWS: out of all timing circuits phasing and signal operation shall be at the City of Renton Signal Shop Renton Washington. The Signal 9-29.13('n T�'aftic-Actuated Controllers (RC) Traffic-actuated controllers shall be electronic devices which, Shop will make space available to the contractor for the required when connected to traffic detectors or other means of actuation, or test demonstrations. The contractor shall assemble the cabinet and related signal control equipment ready for testing. A complete both, shall operate the electrical traffic signal system at one or more intersections. demonstration by the contractor of all integrated components rt the test period. Any All solid-state electronic traffic-actuated controllers and their satisfactorily functioning shall Stan shall slop the test period until all parts are supplemental devices shall employ digital timing methods. The traffic signal control equipment, unless otherwise satisfactorily operating. The test shall be extended until a minimum of 72 hours continuous satisfactory performance of the permitted.,in the contract, must specifically conform to current entire integrated system has been demonstrated. The NEbiA specifications. demonstration by the contractor to the Engineer of all components functioning properly shall not relieve the contractor of any -base spapificatigilr -Ad the-opt responsibility relative to the proper functioning of all aforestated Actuated traffic signal controllers shall be 8-phase control control gear when field installed. units. Volume-density timing features shall be provided on all controllers. SECTION 9-29.13(7)B IS REVISED AND SUPPLEMENTED F°°ty pin of GOP_qQQtiAg plug shAl be *•t d as AS FOLLOWS: 9-29.13(7)B Auxiliary Equipment for Traffic Actuated Controllers (RC) IFS{LASLiAg-. I � Page-SP-54 Revision Date:May 19, 1997 9-29 Illumination,Signals,Electrical 9-29 Illumination,Signals,Electrical Power Switches Computer Interface Unit There shall be a main power switch inside the cabinet that Interface communication devices shall be designed as separate shall render all control equipment electrically dead when turned units or as modules that plug directly into the controller case. The off, There shall be a controller power switch that shall render the communication devices shall be used for on-line computer control controller and load switching devices electrically dead while of the intersection and shall be capable of transmitting all detector maintaining flashing operation for purposes of changing controllers and signal status information and receiving and decoding command or load switching devices. information from the computer all in conformance and within the capability of the multisonic master computer unit and the Stop Time Bypass Switch interconnect cables. There shall be a switch in the cabinet identified as the stop SECTION 9-29.13(7)D IS REVISED AND SUPPLEMENTED AS FOLLOWS time bypass switch If the intersection is placed on flashing operation either by the flash switch or the fail safe _monitor, the 9-29.13(7)D Controller Cabinets (RCLSAA controller shall immediately stop time. The stop time bypass 1. Construction shall be of 0.073-inch minimum thickness switch shall remove stop time from the controller and permit Type 304 stainless steel, 0.125-inch minimum thickness clvaa normal cycling operation while the intersection remains in flashing ano-dized—,sheet aluminum, or cast aluminum.—Cabinets shall be operation. finished inside with an approved finish coat of exterior white enamel and outside with an approved enamel finish, light gray or DETECTOR test switch aluminum in color. As an alternate to painting, the outside and inside of the aluminum cabinets may be clear anodized aluminum. Each vehicle and pedestrian phase shall have a momentary 5. The cabinet door shall be provided with: (spring return) detector test switch When depressed the switch a. A spring loaded construction core lock capable of shall place a call on its respective signal phase. accepting a Best CX series core installed by others. Cast cabinets shall have an approved one point positive latch. Formed cabinets The convenience outlet and lamp socket shalt have a three point latch. b. A police panel door with a stainless steel hinge pin and A convenience outlet protected with a ground fault interrupter a lock. Two police keys with shafts a minimum of 13/4 inch long and an incandescent lamp socket shall be furnished in the main shall be provided with each cabinet. cabinet A door switch for the lamp shall be provided. THIS Inside the police panel there shall be a signal on-off circuit shall be protected by a circuit breaker rated at 20 amps• switch which shall prohibit any signal display in the field but will allow the control equipment to operate when placed in the "off Fail Safe Unit position A second switch shall be the auto-flash switch. When placed in the "flash" position controller power shall remain on and Fail safe unit shall meet the NEMA-PLUS specifications and controller shall stop time dependent on switch setting on the shall monitor both the positive and negative portions of the A.C. auxiliary panel described later. sine wave for all green amber and pedestrian walk indications. c. The duration of a display of conflicting indications shall not be long Cabinet doors shall be gaskeied enough to be visible to motorists or pedestrians before the monitor with one piece close cell neoprene They shall be equipped with initiates flashing operation. There shall be a visual indication that some type of stops so the door may be held open in etcher of two- the monitor has preempted normal operation. positions approximately 90 degrees and 180 degrees and be of The fail safe monitor shall be Model SSM-12LE as suitable design to withstand a 40 mph wind, manufactured by Eberle Design Inc. or approved equal. d. A two position door stop assembly. 1 with at C. The Controller cabinet shall have a load bay Pam Surge Protector(Lighting Arrester) least the following items mounted on the face of the panel. transfer relays; load switches; and terminal blocks for termination of all The controller shall have an input voltage surge protector that wires contained on a separate pan el (the terminal block shall shall protect the controller input from any voltage surges that could conform to Washington Standard Specifications). damage the controller or any of its components. This load bay panel shall be mounted so that when the screws are removed it will be possible to obtain full access to the Field Wiring Terminal terminations on the back of the load bay panel. There shall be a terminal strip for field wiring in the controller cabinet. The terminals shall be numbered in accordance SECTION 9-29.16 IS SUPPLEMENTED BY ADDING THE with the schematic wiring diagram on the plans. If a different FOLLOWING: numbering system is used for the cabinet wiring then both numbers shall label each terminal and the cabinet wrong schematic 9-29.16 Vehicular Signal Heads (RC) drawing shall include the field wiring numbers where the terminal unless strip is illustrated. A common bus bar with a minimum of 15 Vehicular signal heads shall have 12 inch lens sizes signal head terminals and a round bar with a minimum of 6 terminals shall be shown otherwise on the signal plans Vehicular - provided. housings shall consist of separate sections and be expandable ty rye for vertical mounting. Lens shall be g13 ss and meet I.T.E. Specifications for light output Reflectors shall be alzac. Each signal head shall have a 1/4 inch drain hole in its base. Page-SP-55 Revision Date: May 19, 1997 9-29 Illumination,Signals, Electrical 9-29 Illumination,Signal Electrical Vehicle signal heads shall be cast aluminum. 9-29.16(2)E Painting Signal Heads(RC) All signal heads shall include a back plate 5 inch square cut Traffic signal heads, including outside of visors and back of border. Signal beads, including outside of visors and back of back back plates, shall be finished with two coats of factory applied plates shall be finished with two coats of factory-applied traffic traffic signal g4vert.- ely low baked enamel. The inside of visors, signal yellow baked enamel. The inside of the visors and front of front of back plates, and louvers shall be finished with two coats of back plates shall be finished with two coats of factory-applied flat flat black enamel_ black enamel. Mounting hardware will provide for a rigid connection SECTION 9-29.16(3) (RC)IS DELETED. between the signal head and mast arm. All mounting hardware 9-IS' t, Traffic Sig t Tr will be of the top-mount plumbizer type as shown on the standard =�� rnY °'�`°"�' �C) plans, unless specified otherwise on the plans. SECTION 9-29.16(3)A (RC)IS DELETED. Position of the signal heads shall be located as close as 9-19 16(3)A signal possible to the center of the lanes. Signal heads shall be mounted on the mast arm such that the red indicators lie in the same plane (RQ and such that the bottom of the housing of a signal head shall not SECTION 9-29.16(3)B(RC)IS DELETED. be less than 16 feet 6 inches nor more than 18 feet 6 inches above the grade at the center of the roadway. All bolts and other miscellaneous mounting hardware shall be stainless steel. Hends (RQ SECTION 9-29.16(2)A HAS BEEN REVISED AS FOLLOWS: SECTION 9-29.17 HAS BEEN REVISED AS FOLLOWS: 9-29.16(2)A Optical Units (RC) 9-29.17 Signal Head Mounting Brackets and Fittings Eight inch conventional signals shall employ a 67 to 69 watt traffic signal lamp rated for 130129 volt operation, 595 minimum FiUinfbr- Type Nd .,ad N moutur shall ► U initial olumen, 665 rated initial lumen, 8,000-hour minimum, unpainted. All ot4@ hardware for odwf—mounts shall be painted 2 7/16-inch light center length, A-21 bulb, medium base, clear with two coats of factory applied traffic signal Federal yellow traffic signal lamp. Twelve inch traffic signal heads require erreu-baked enamel. 320130 volt, 165 watt, 1,750 minimum initial lumen, 1950 rated initial lumen clear traffic signal lamps with a 3-inch light center SECTION 9-29.18(1) IS SUPPLEMENTED AND REVISED AS length, 8,000 hour minimum rated life, P-25 bulb and medium FOLLOWS. base. Bulbs shall be installed with the opening between the filament 9-29.18(1) Induction Loop Detectors (RC') ends up. Detector amplifiers shall be Detector Systems model 810A or I SECTION 9-29.16(2)B HAS BEEN REVISED AS FOLLOWS: equal- 9-29.16(2)B Signal Housing (RC) Induction loop amplifiers installed with NEMA controls shall Each lens shall be protected with a removable visor of conform to current NEMA specifications. Amplfif4cm in&-lied aluminum of the tunnel type, unless specified 4-64,otherwise in the contract. Visors shall have attaching ears for installation to the housing doors. Conventional signal heads shall SECTION 9-29.20 HAS BEEN REVISED AS FOLLOWS: have square doors. 9-29.20 Pedestrian Signal (RQ SECTION 9-29.16(2)C HAS BEEN REVISED AS FOLLOWS. Pedestrian signals shall be either iaaadcscoat-- fiber optic or neon-grid type, or other types as specified in the contract. 9-29.16(2)C Louvered Visors R ) Pedestrian signals shall conform to rM Standards (Standard for Where noted in the Contract, louvered tunnel visors shall be Adjustable Face Pedestrian Signal Heads, 1975). furnished and installed. Directional louvers shall be constructed to have a snug fit in tIW signal visor. The outside cylinder shall be clear. 'r-affir riena! lamp rate,' fQr. 1,70 constructed of alumin , and the louvers shall ROW holir average be constructed of anodized aluminum painted flat black. citwa;leng4h, A-21 bulb. Dimensions and arrangement of louvers shall be as shown in the contract. s minimum of t 3/1 ;P-h-& high. Symbol messages, when specified, shall be a minimum of 12 inches high and 7 inches in SECTION 9-29.16(2)D HAS BEEN DELETED AND width. REPLACED WITH Housings shall be die-cast aluminum and shall be painted with 9-29.16(2)D Back Plates (RC) two coats of factory applied traffic signal ygI2w enamel. Back plates shall be furnished and attached to the signal VACANT SECTION 9-29.20(1) IS REPLACED BY ADDING I heads. Back plates shall be constructed of anodized, 3-S THE FOLLOWING NEW SECTION. half-hard aluminum sheet, 0.058-inch minimum thickness, with 5-inch square cut border and painted black in front and yellow in 9-29.20(1) Fiber Optic Type (RC) back. The fiber optics; shall be drawn from optical glass of high purity. The fibers shall be temperature resistant The fibers shall be resistant to the UV light emitted by the halogen lamp and shall maintain their high transmission properties throughout the lifetime Page-SP-S6 Revision Date:May 19, 1997 9-29 Illumination,Signals,Electrical 9-29 Illumination,Signals,Electrical of the sign The light guides shall contain fibers with a diameter of SECTION 9-29.24(1) IS DELETED AND REPLACED MTH 53 microns Each single arm in the harness shall contain THE FOLLOWING: approximately 300 fibers The optical sheathing shall have a wall 9-29.24(l) Painting (RC) thickness of at least 1.5 microns. The common end of each bundle shall have a hexagonal bundle format. The common bundle end The finish coat shall be a factory baked on enamel light grey and each arm end shall be epoxied and optically polished. in color. The galvanized surface shall be etched before the baked The interior shall lied be enamel is applied.The light source shall be a halogen incandescent lamp with on given a finish coat of dichroic reflector. The lamp shall use built-in lead-in wires instead exterior grade of white metal enamel. Painting shall be done in conformance with the provisions of of pins The reflector shall be covered with a hard coating capable Section 8-20.3(12). to withstand a temperature of 400 degrees Centigrade, rapid — temperature changes aggressive chemical attacks. The coating SECTION 9-29.24(2) IS DELETED AND REPLACED WITH shall be tested by soaking in Oxalic Acid 0.71N for a period of 2 THE FOLLOWING: hours The coating shall not dissolve during this period. The lamp shall be 50 watt and rated for 6000 hours at 10 volts. The lamp 9-29.24(2) Electrical Circuit Breakers and Contactors together with the fiber shall produce a light intensity as high as (RC) 38000D The 115-volt primary, 10-volt secondary transformers, The electrical circuit breakers and contactors shall be as light guides and all wiring shall be enclosed in a sheet aluminum indicated on the contract plans and detail sheets. The following housing The matrix plate shall be consumeted of 0.125 thick equipment shall be featured within the cabinet. aluminum sheet protected by a 0.125 polycarbonate sheet. The 1. Main circuit breaker siorial housing shall be weather tight. Each common end of a 2. Branch circuit breakers bundle shall have a clip-on type color filter, one of Portland 3. Utility plug(120 volt-20 Amp rated)G.F.I. Type Orange and one of Lunar White.The viewing end of the fiber optic 4. Light control test switch(120 volt-15 Amp) display shall not require a cone for magnification and shall provide 5. Contactor relay for each circuit a wide viewing angle Each message shall have a minimum of 82 6. Double pole branch breaker(s) for lighting circuits (240 light points All components shall be fastened to the flat black volt matrix plate When the sign is not illuminated it shall blank out 7. One 120 volt, 20 Amp single pole branch breaker (for with no message legible The low power consumption lamps shall utility plugs) be serviceable without any tools. 8. Type 3-single phase 1201240 volt grounded neutral SECTION 9-29.20(2) IS REVISED AND SUPPLEMENTED AS service FOLLOWS: 9 One 120 volt 40 Amp single pole branch breaker (signal service 9-29.20(2) Neon Grid Type (RC) 10. Complete provisions for 16 breaker poles All neon grid heads shall be equipped with Z crate visors 11 Name plates phenolic black with white engraving except made of polycarbonate plastic designed to eliminate sun phantom. the main breaker which shall be red with white.lettering. All name Neon tubing shall be enclosed and shockmounted inside plates shall be attached by S.S. screws. a ed plastic module. 12. Meter base sections are unnecessary h be SECTION 9-29.25 IS DELETED AND SUPPLEMENTED BY tralirformer. Back unit 4! ag -PA THE FOLLOWING: Qw,4de I: Cos The pedestrian signal shall have a solid state message module, 9-29.25 Terminal and Interconnect Cabinets (RC) electronic ballast no external transformer, and operate at 30 watts. The pole mounted terminal box shall be made of molded The heads shall display two symbol messages "hand" (for the fiberglass be grey in color, be approximately 16" high x 13-7/8 do not walk mode) in Portland orange and 'Man' (for the walk wide x 5-7/8" deep and have a minimum of 16 terminals on the mode) in lunar white The message module shall consist of two terminal blocks The box shall be weather tight,have a single door neon gas tubes enclosed in a housing made of polycarbonate with continuous hinge on one side and screw hold downs on the plastic The lens material shall be polycarbonate plastic* The door locking side. All hardware will be stainless steel- All visors shall be flat black in color. mounting hardware shall be stainless steel and shall be incidental to SECTION 9-29.24 IS DELETED AND REPLACED BY THE the unit price of terminal box. FOLLOWING: Terminal blocks shall be 600V heavy duty barrier type. Each terminal shall be separated by a marker strip The marker strip 9-29.24 Service Cabinets (RC) shall be ernmend marked with the circuit number indicated m The signal/street lighting service cabinet shall be as indicated the Plans Each connector shall be a screw type with No. 10 post on the contract plans and detail sheets. All electrical conductors, capable of accepting no less than 3 #12 AWG wires fitted with buss bars and conductor terminals shall be copper or brass. The spade tips. Cabinet doors shall be gasketed with cone-piece closed cell cabinet shall be fabricated from galvanized cold rolled sheet steel, neoprene gasket and shall have a stainless steel piano hie• with 12 gauge used for exterior surfaces and 14 gauge for interior One spare 12 position terminal block shall be installed in each panels Door hinges shall be the continuous concealed piano type and no screws rivets or bolts shall be visible outside the enclosure. terminal cabinet and amplifier cabinet. The cabinet door shall be fitted for a Best internal type lock. The Mounting stlall be as noted in the contract. Interconnect splice tower cabinets shall be Type F with cabinet shall have ventilation louvers on the lower and upper sides nominal dimensions of 22' high x 13" wide x 11" a°d complete with screens filters and have ram light gaskets. The constructed of cast aluminum and fitted with a Best internal lock. cabinet door shall have a one piece weather proof neoprene gasket. f- ' Page-SP-57 Revision Date:May 19, 1997 9-30 Water Distribution Materials 9-30 Water Distribution Materials 9-30 Water Distribution Materials SECTION 9-30.3(3) IS SUPPLEMENTED BY ADDING THE FOLLOWING: 9-30.1 Pipe 9-30.3(3) Butterfly Valves (RC) SECTION 9-30.1(1)IS REVISED AS FOLLOWS: B_ utterfly valves shall be Dresser 450 or Pratt Groundhog, SECTION 9-30.3(S) HAS BEEN DELETED AND REpLgCED 9-30.1(1)Ductile Iron Pipe (RC) WITH THE FOLLOWING: 1. Ductile iron pipe shall be centrifugally cast and meet the requirements of AWWA C151_ Ductile iron pipe shall have a 9-30.3(5) Valve Marker Posts (RC) cement-mortar lining meeting the requirements of AWWA C104. The valve markers shall be fabricated and ins_ tal_ lid in -nuctile iroa Pipe to be joined lising Wited flanged joints CWTI be conformance with the Standard Drawings. . All other ductile iron pipe shall be Valve markers shall be carsonite composite utility marker Standard Thickness Class 5250 or the thickness class as shown in .375"x 6'-0" or approved equal with blue label "water. the Plans' SECTION 9-30.3(7) HAS BEEN SUPPLEMENTED AS 9-30.3 Valves FOLLOWS. SECTION 9-30.3(1)HAS BEEN REVISED AS FOLLOW.• 9-30.3(7) Combination Air Release/Air vacuum Valves (RC) 9-30.3(1) Gate Valves (RC) Air and vacuum release valves shall be APCO- Valve and Valves shall be designed for a minimum water operating Primer Corp, 'Heavy-Duty,' combination air release valve or pressure of 200 PSI:=Gate valves shall be Iowa List 14, Mueller equal. Installation shall be per the City of Renton Standard Detail, Company No. A2380, Kennedy,or M&H. _ Approval of valves other than models specified shall be latest revision. obtained prior to bid opening. Piping and fitting shall be copper or brass. Location of the air All gate valves less than 12" in diameter shall include an 8' x release valve as show on the plans is approximate The installation 24' cast iron gate valve box and extensions, as required. All 12" shall be set at the high point of the line. diameter and larger gate valves shall be installed in a vault. See SECTION 9-30.3(8)IS REVISED AS FOLLOWS. Water Standard Detail for 12' gate valve assembly vault and V bypass installation. 9-30.3(8) Tapping Sleeve and Valve Assembly(RC) Gate valves shall conform to AWWA C500 and shall be iron Tapping sleeves shall be cast iron, ductile iron staiuless�tesl, body, bronze-mounted, double disc with bronze wedging device epoxy-coated steel, or other approved material. and O-ring stuffing box. RESILIENT SEATED GATE VALVES: SECTION 9-30.3(9)IS A NEW SECTION. Resilient seated gate valves shall be manufactured to meet or 9-30.3(9) Blow-Off Assembly (RC) exceed the requirements of AWWA Standard C509 latest revisions. Permanent blow-off assembly shall be#78 Kupferle Foundry All external and internal ferrous metal surfaces of the gate blow- valve shall be coated for corrosion protection with fusion bonded Co. or approved equal. Installation of blow-off permanent epoxy. The epoxy coating shall be factory applied to all valve off assembly shall be per City of Renton Water Standard Detail, parts prior to valve assembly and shall meet or exceed the latest revision. Pipe and fittings shall be galvanized. Blow-off requirements of AWWA Standard C-550 latest revision. Valves assembly shall be installed at location(s) shown on the plans. shall be provided with two (2) internal O-ring stems seals. The Temporary blow-off assembly on new dead-end water main shall valves shall be equipped with one (1) anti-friction washer. The be installed at location shown on the plans. resilient gate valve shall have rubber sealing surfaces to permit bi- Temporary blow-off assemblies for testing and flushing of the directional flow. The stem shall be independent of the stem nut or new water mains will not be included under this item and shall be integrally cast considered incidental to the contract and no additional payment Manufacturers of Resilient Seated gate Valves shall provide shall be made. the City on request that the valve materials meet the City SECTION 9-30.5 IS SUPPLEMENTED BY ADDING THE specifications. FOLLOWING: Valves shall be designed for a minimum water operating pressure of 200 psi. 9-30.5 Hydrants (RC) End connections shall be mechanical joints flanged joints or Fire hydrants shall be Iowa Corey Type (opening with the mechanical by flanged joints as shown on the project plans. pressure) or approved equal conforming to AWWA C-502-85. Resilient Seated Gate Valves shall be U.S. MetrosM 250. Approval must be obtained prior to bid opening. Clow, M&H Style 3067, Mueller Series 2370 Kennedy. Approval of valves other than model specified shall be Compression type fire hydrants (opening against pressure) shall be Clow Medallion, M&H 929 Mueller Super Centurion obtained prior to bid opening. All gate valves less than 12 inches 200 conforming to AWWA C-502-85. in diameter shall include an 8"x24" cast iron gate valve box and extensions, as required. SECTION 9-30.5(1) IS SUPPLEMENTED BY ADDING THE All 12 inch diameter and larger resilient seated gate valves FOLLOWING: shall have a 1 inch by-pass assembly and shall be installed in a concrete vault per City of Renton Standard Details latest revision. 9-30.5(1) End Connections (RC) Hydrants shall be constructed with mechanical ioint connection unless otherwise specified in bid proposal description- Page-SP-58 Revision Date:May 19, 1997 9-30 Water Distribution Materials 9-30 Water Distribution Materials SECTION 9-30.5(2) IS DELETED AND REPLACED WITH synthetic molded rubber gasket, and shall be attached to hydrant THE FOLLOWING: adapter with 1/8" coated stainless steel aircraft cable. Fire hydrants shall be installed per City of Renton Standard 9-30.5(2) Hydrant Dimensions (RC) Detail for fire hydrants, latest revisions. Fire hydrants shall be Corey type (opening with the pressure) SECTIONS OF 9-30.6(3) HAVE BEEN MODIFIED AS or compression type (opening against pressure) conforming to FOLLOWS: AWWA C-502-85 with a 6 inch mechanical joint inlet and a main valve opening (M.V.O.) of 5 1/4 inches two 2 12 inch_hose 9-30.6(3) Service Pipe nozzles with National Standard Threads 7 1/2 threads per inch and one 4 inch pumper nozzles with the new Seattle Pattern 6 threads 9-30.6(3)B Polyethylene Pipe (RC) per inch 60 degrees V. Threads outside diameter of male tread Polyethylene pipe shall not be used. 4.875 and root diameter 4.6263. Hydrants shall have a 1-1/4 pentagon operating nut opened by turning counter clockwise(left). 9-30.6(3)C Polybutalene Pipe (RC) The two 2-12" hose nozzles shall be fitted with cast iron Polybutalene pipe shall not be used. threaded caps with operating nut of the same design and SECTION 9-30.6(4)HAS BEEN REVISED AS FOLLOWS: proportions as the hydrant stem nut Caps shall be fitted with Fittings used for copper tubing shall be compression type with suitable neoprene gaskets for positive water tightness under test gripper ring pressures. The 4" pumper nozzle shall be fitted with a Stortz adapter, 4" SECTION 9-30.6(5) HAS BEEN SUPPLEMENTED AS Seattle Thread z 5' Stortz Stortz adapter shall be forged and/or FOLLOWS: extruded 6061-T6 aluminum alloy, hardcoat anodized. Threaded end portion shall have no lugs and 2 set screws 180 degrees apart. 9-30.6(5) Meter Setters (RC) Stortz face to be metal no gasket to weather. Stortz cap to have Meter setters shall be installed per the City of Renton Standard Details for water meters, latest revision. Page-SP-59 Revision Date:May 19, 1997 �- WSDOT AMENDMENTS W SDOT.DOC\ ■r WSDOT AMENDMENTS WSDOT AMENDMENTS INDEX TO WSDOT AMENDMENTS WSDOT AMENDMENTS The following WSDOT Amendments shall be used in conjunction with the WSDOTIAPWA 1996 Standard Specifications for Road, Bridge and Municipal Construction, and with any project specific Special Provisions contained within the contract document. The following "Index - Amendments," as issued by WSDOT, has been edited to signify (with the letters SAX followed by the subsection number) specific subsection amendments that have been issued by WSDOT but are not used by the City of Renton. Those SAX subsections have been deleted from this document. The following Amendments to the Standard Specifications are made a part of this contract and supersede any conflicting provisions of the Standard Specifications. In case of conflict, the order of precedence of the various contract documents shall be as specified in Section 1-04.2 as modified by the Renton Transportation Supplemental Specifications. For informational purposes, the date following each Amendment title indicates the implementation date of the Amendment or the last date of revision by WSDOT. SECTION 1 SECTION 2 02.AP1 SECTION 1-02, BID PROCEDURES AND 03.AP2 SECTION 2-03, ROADWAY EXCAVATION CONDITIONS AND EMMANIOVVIENT (March 3, 1997) (March 3, 1997) "Irregular Proposals" revised. A new Amendment. Sub-section 2-03.3(2) Rock Cuts is revised. Sub-section 2-03.3(14)K Select of 04.AP1 SECTION 1-04, SCOPE OF THE WORK Common Borrow is added. (March 3, 1997) "Embankments at Bridge and Trestle Ends" "Increased or Decreased Quantities" revised. formula revised. 07.AP1 SECTION 1-07, LEGAL RELATIONS AND 09.AP2 SECTION 2-09, STRUCTURE EXCAVATION RESPONSIBILITIES TO THE PUBLIC (March 3, 1997) (March 3, 1997) A new Amendment. Sub-section 2-09.3(4) A new Amendment. Sub-section 1-07.9(5) Construction Requirements, Structure Excavation, Required Documents is revised. Sub-section Class B, Sub-section 2-09.4 Measurement, and 1-07.13(4) Repair of Damage is added. Sub-section 2-09.5 Payment are revised. Sub- "Required Records and Retention" revised. section 2-09.3(1)E Backfilling, Controlled Density 09.AP1 SECTION 1-09, MEASUREMENT AND Fill is added. PAYMENT "Measurement" drywells added. (March 3, 1997) "Payment for Material on Hand" revised. SECTION 3 10.API SECTION 1-10, TEMPORARY TRAFFIC 02.AP3 SECTION 3-02, STOCKPILING CONTROL AGGREGATES (March 3, 1997) (March 3, 1997) Anew Amendment. Sub-section 1-10.3(5) "Asphalt Concrete Aggregates" revised. Temporary Traffic Control Devices is revised. Sub-section 1-10.5 Payment is added. SECTION 5 "Conformance to Established Standards", "Traffic Control Labor" and "Payment" have been revised. 04.AP5 SECTION 5-04, ASPHALT CONCRETE PAVEMENT (September 30, 1996) A new Amendment. Sub-section 5-04.3(10)B Control is revised. r. Page-SP-60 Revision Date:May 19, 1997 WSDOT AMENDMENTS WSDOT AMENDMENTS SECTION 6 SECTION 8 02.AP6 SECTION 6-02, CONCRETE STRUCTURES 09.AP8 SECTION 8-09 RAISED PAVEMENT (March 3, 1997) MARKERS A new Amendment. Sub-section 6-02.3(2)C (March 3, 1997) Contracting Agency-Provided Mix Design, Sub- A new Amendment. Sub-section 8-09.1 section 6-02.3.(6)A Weather and Temperature Description is revised. A new section, Sub- Limits to Protect Concrete, and Sub-section 6- section 8-09.3(5) Recessed Pavement Markers is 02.3(24)C Placing and Fastening are revised, added. Sub-section 8-09.5 Payment is Subsection 6-02.3(6)A Temperature and Time for supplemented and revised. Placement is added. Sub-section 6-02.3(11) Section revised St. Item from plural to singular. Curing Concrete is added. l0.AP8 SECTION 8-10, GUIDE POSTS "Face Lumber, studs, Wales, and Metal Forms", ad and "Field Bending" are revised. (September 30, 1996) A new Amendment. Sub-section 8-10.2 Materials l0.AP6 SECTION 6-10, CONCRETE BARRIER is revised. Sub-section 8-10.3 Construction w (March 3, 1997) Requirements is revised. A new Amendment. Sub-section 6-10.5 Payment 11.AP8 SECTION 8-11, GUARDRAIL is supplemented with an additional item. Sub- section 6-10.3(1) Precast Concrete Barrier is added. Anchor Installation revised. "Precase Conc. Barrier" curing revised. 15.AP8 SECTION 8-15, RIPRAP (March 3, 1997) .r SECTION 7 "Materials", and "Measurement" are revised. 05.AP7 SECTION 7-05, MANHOLES, INLETS, AND 17.AP8 SECTION 8-17, IMPACT ATTENUATOR CATCH BASINS SYSTEMS •r (March 3, 1997) (March 3, 19979 Construction Requirements revised. Revised to include drywells. New standard item 1062 "precast conc. drywell". 20.AP8 SECTION 8-20, ILLUMINATION, TRAFFIC Revised standard item 7345 "Abandon Existing SIGNAL SYSTEMS, AND ELECTRICAL Manhole". (March 3, 1997) 06.AP7 SECTION 7-06, CONCRETE PIPE A new Amendment. Sub-section 8-20:3(4) .r ANCHORS Foundations is revised. Sub-section 8-20.3(13)A Light standards is added. This section is deleted in its entirety. (March 1997) "Equipment List and Drawings" revised. .r 08.AP7 SECTION 7-08, GENERAL PIPE 21.AP8 SECTION 8-21, PERMANENT SIGNING INSTALLATION REQUMEMENIS (March 3, 1997) (March 3, 79979 A new Amendment. _Sub-section 8-21.3(6) Sign w Refacing is revised. Sub-section 8-21.2 Materials A new Amendment Sub-section 7-08.3(1)C Pipe Zone Bedding is renamed to Bedding the Pipe. is added. Sub-section 8-21.3(9)F Bases is added. Sub-section 7-08.3(2)D Pipe Laying—Steel or Sub-section 8-21.3 Construction Requirements is added. Aluminum, Sub-section 7-08.4 Measurement, and Sub-section 7-08.5 Payment are revised. "Construction Requirements", and "Materials" are revised. "Materials", "Trenches", "Jointing of Dissimilar Pipe", and "Payment" are revised. 22.AP8 SECTION 8-22, PAVEMENT MARKING "Standard plan for pipe collars pending. (March 3, 1997) 17.AP7 SECTION 7-17, SANITARY SEWERS A new Amendment. Sub-section 8-22.4 (March 3, 1997) Measurement is revised. A new Amendment_ Sub-section 7-17.3(2)C "Materials" revised. Infiltration Test is revised. Sub-section 7-17.2 Materials is added. wr "Infiltration Test" revised. 18.AP7 SECTION 7-18, SIDE SEWERS (October 28, 1996) �+ 1- Page-SP-61 Revision Date:May 19, 1997 .ri " WSDOT AMENDMENTS WSDOT AMENDMENTS iv SECTION 9 10.AP9 SECTION 9-10, PILING (September 30, 1996) A new Amendment. Sub-section 9-10.1 Timber O1.AP9 SECTION 9-01, PORTLAND CEMENT (September 30, 1996) piling is revised. Sub-section 9-10.5 Steel Piling A new Amendment. Sub-section 9-01.3 Tests and is revised. Acceptance is revised to reference "Mill Test Use message revised. Report Number". ILAP9 SECTION 9-11, WATERPROOFING 02.AP9 SECTION 9-02, BITUMINOUS MATERIALS (March 3, 1997) (March 3, 1997) Asphalt waterproofing revised. "Anti-Stripping Additive" revised. 12.AP9 SECTION 9-12, MASONRY UNITS 03.AP9 SECTION 9-03, AGGREGATES (March 3, 1997) (March 3, 1997) Revised. 60 A new Amendment. Sub-section 9-03.15 Bedding 13.AP9 SECTION 9-13, RIPRAP, QUARRY SPALLS, Material for Rigid Pipe is revised. Sub-section 9- SLOPE PROTECTION, AND ROCK WALLS 03.14(2) Select Borrow is revised. (March 3, 1997) to "Gravel Backfill", revised to include drywells. "Concrete Slab Riprap" section deleted. 04,AP9 SECTION 9-04,JOINT AND CRACK 16.AP9 SECTION 9-16,.FENCE AND GUARDRAIL SEALING MATERIALS (March 3, 1997) w. (March 3, 19979 "Posts and Blocks", revised. "Joint Mortar" revised. 17.AP9 SECTION 9-17, FLEIHBLE GUIDE POSTS 05.AP9 SECTION 9-05, DRAINAGE STRUCTURES, (September 30, 1996) to CULVERTS, AND CONDUITS A new Amendment. Sub-section 9-17.1 General (Mauch 3, 1997) is revised. A new Amendment. Sub-section 9-05.6(4) to Structural Plate Pipe Arch, Sub-section 9- 21.AP9 SECTION 9-21, RAISED PAVEMENT . 05.6(8)A Corrugated Steel Plates, and Sub-section MARKERS (RPM)Se(September 30, 1996) 9-05.12(2)Profile Wall PVC Culvert Pipe and ( P Profile Wall PVC Storm Sewer Pipe are revised. A new Amendment. Sub-section 9-21.1(1)ub- Ph Physical and Chemical Properties and Sub-section to Sub-sections revised and added concerning piping. 9- . Optical Requirements are revised. Sub- section 9-29.6(5) Foundation Hardware is revised. to 06.AP9 SECTION 9-06, STRUCTURAL STEEL AND 29.AP9 SECTION 9-29, ILLUMINATION, SIGNALS, RELATED MATERIALS ELECTRICAL (March 3, 1997) A new Amendment. Sub-section 9-06.5(3) High (September 30, 1996) Strength Bolts is revised. A new Amendment. Sub-section 9-29.4 "High Strength Bolts" and "Anchor Bolts" are Messenger Cable, Fittings is revised. revised. Correction to "Bolt, Nut, and Washer 33.AP9 SECTION 9-33, CONSTRUCTION to Specifications. GEOTEXTILE 09,AP9 SECTION 9-09, TIMBER AND LUMBER (September 30, 1996) (March 3, 1997) A new Amendment. Sub-section 9-33.2 A new Amendment. Sub-section 9-09.3(1)B Geoteztile Properties is revised. Placing in Treating Cylinders is revised.. Vlr Page-SP-62 Revision Date: May 19, 1997 Ms rr w tip 1r WSDOT AMENDMENTS t t WSDOT.DOC\ Or r wr WSDOT AMENDMENTS The following WSDOT Amendments are the complete text of all Amendments to the WSDOT/APWA 1996 Standard Specifications for Road, Bridge and Municipal Construction, accepted and adopted by the City of �., Renton on May 19, 1997 and should be with any project specific Special Provisions contained within the contract document. Page-AMD-i Revision Date:May 19, 1997 rr � �w � Table of Contents ' WSDOT AMENDMENTS.-----.—..--.--.-----..--___.._____..___.___________.__.___..__ ~~ SECTION 1'04 S���80���8�«}}���Yarcb3 lY97 , , --.-----.—.--_-------..---.--..--.—'----5 1-04 � �o���������d�� ' ----------------------------------------------_- S � SECTION l-07, LEGAL RELATIONS AND RESPONSIBILITIES TO THE PUBLIC March 3 l9�' ~- ` ---------'''—'-.-5 147'9(5) Required Documents ...-------------.--.-----.----_--'------''—''-----_..-.-.5 1-07.11(10)B Required Records and Retention ------------.-----..---_--------.--________...._ 5 � 1-07'13(4) Repair u[Damage........................................................................................................................ 5 m� SECTION 1-09,MEASUREMENT AND PAYMENT March 3, 1997........................................................................... 6 l'09.0 Payment for Material on Hand........................................................................................................... 6 � SECTION 1-107OO&POR&RY1ORAFF0C CONTROL March 3, 1997........................................................................ 6 1-10.2(l)'Tcafric Control Supervisor.............................................................................................................. 6 1-10.2(l) General......................................................................................................................................6 ~� 1'80.2(3) Conformance m Established Standards.............................................................................................. * 1-10.3(l) Traffic Control%abor---------------------------------------------------------- 0 8-10-3(2) Traffic Control Vrbicle---------------------------------------------------------0 � 1-10.3(5) Temporary Traffic Control Devices...................................................................................................0 1-10.4 Measm����^�n .................................................................................................................................' 9 8-10.5 Payment......................................................................................................................................... 9 SECTION 2-03, ROADWAY EXCAVATION AND EMMANKMENT March 3, 1997----..-_--------_--_______10 w� %-03.3(14)I Embankments au Bridge and Trestle Ends........................................................................................X8 2-03.3(14)K Select vr Common Borrow Including Haul.....................................................................................lO SECTION%-09,STRUCTURE EXCAVATION March], 3*97..................................................................................1O ~~ 2-09.3(1)E Buc&OOing -------_-------------------------------------------------------X0 %-0�4 B��uoemcot--------------------------------------------------.--------------11 � 2-*9.5 Payment........................................................................................................................................Xl SECz1ON3-02 AGGREGATES March 3, 1997----------------------------.-----.----'11 3-02-3(l) Asphalt Concrete Aggregates..........................................................................................................X1 � SECTION 6-&3,CONCRETE STRUCTURES March 3, l997...................................................................................ll 6-02.3(4)D Temperature and Time For Placement............................................................................................Xl 6-02.3(11) Curing Concrete........................................................................................................................12 � 6-02'3(17)J Face Lumber,Studs, Wales, and Metal Forms ................................................................................12 -- 0-02.3(24)A Field Bending..........................................................................................................................l% 6-02.3(25)F Prestress Release......................................................................................................................1% SECTION 6-10, CONCRETE BARRIER March 3, %097..........................................................................................l] 6-10.30U Precast Concrete Barrier...............................................................................................................13 6-10.5 Payment........................................................................................................................................l3 � ~~ SECTION 7-85, MANHOLES, INLETS, AND CATCH BASINS March], l997...........................................................l3 SECTION 7-0B. MANHOLES, INLETS, CATCH BASINS, AND DDYWELL3...............................................................1] 7-05.1 Description..................................................................................................................................../3 -- 7-05.2 Materials.......................................................................................................................................13 7-05'3 Construction Requirements................................................................................................................14 7-*5.4 Measurement --..------_._____..__.----..-----.....-----__.._____.__.—.--l4 7-05.5 Payment........................................................................................................................................14 SECTION 7-06, CONCRETE PIPE ANCHORS March s. 1997---_----------._________._--...-15 �@ �p Page-AMD-u � Revision Date:May 19, 1997 SECTION 7-08, GENERAL PIPE INSTALLATION REQUIREMENTS March 3, 1997 .................................................15 +' 7-08.2 Materials.......................................................................................................................................15 7-08.3(1)A Trenches..................................................................................................................................15 7-08.3(1)C Pipe Zone Bedding.....................................................................................................................15 7-08.3(1)C Bedding the Pipe................................................ ....................................................................15 7-08.3(2)D Jointing'Pe Laying of Dissimilar Pipe ...... .............................................................................................15 7-08.3(2)G ....................................................................16 7-08.4 Measurement.................................................................................................................................16 f7-08.5 Payment........................................................................................................................................16 SECTION 7-17,SANITARY SEWERS March 3, 1997 ............................................................................................16 7-17.2 Materials.......................................................................................................................................16 7-17.3(2)C Infiltration Test.........................................................................................................................17 SECTION 8-09,RAISED PAVEMENT MARKER March 3, 1997 .............................................................................17 8-09.1 Description....................................................................................................................................17 8-09.3 Construction Requirements................................................................................................................17 lr8-09.3(5) Recessed Pavement Marker..............................................................................................................17 8-09.5 Payment........................................................................................................................................17 a SECTION8-11,GUARDRAIL March 3, 1997.......................................................................................................17 aw 8-113(1)C Erection of Rail......................................................................................................................... 8-113(1)D Anchor Installation....................................................................................................................18 t tag SECTION 8-15,RIPRAP March 3, 1997..............................................................................................................18 8-15.2 Materials.......................................................................................................................................18 8-15.4 Measurement ..............................................................................................18 SECTION 8-17, IMPACT ATTENUATOR SYSTEMS March 3, 1997.........................................................................18 8-17.3 Construction Requirements................................................................................................................18 SECTION 8-20, ILLUMINATION,TRAFFIC SIGNAL SYSTEMS. ..........................................................................18 AND ELECTRICAL March 3, 1997.................... ............19 ................................................................... 8-20.2(1) Equipment List and Drawings ......................................................................19 wr5-20.3(13)A Light Standards.............................................................................................................. SECTION 8-21,PERMANENT SIGNING March 3, 1997........................................................................................19 _ 8-21.2 Materials.......................................................................................................................................19 No 8-213 Construction Requirements........................................................................................ ...............19 8-213(4) Sign Removal............................................................................................................... 8-213(9)F Bases......................................................................................................................................20 8-213(10)A Sign Lighting Luminaires...........................................................................................................20 to 8-213(9)G Identification Plates.................................................................................................•.................20 8-21.3(12) Steel Sign Posts......................................................................................................... 21 SECTION 8-22, PAVEMENT MARKINGS March 3, 1997..................................................................... .21 8-22.2 Materials....................................................... SECTION 9-02, BITUMINOUS MATERIALS March 3, 1997...................................................................................21 9-02.4 Anti tripping Additive................................................................................. ...................................21 SECTION 9-03, AGGREGATES March 3, 1997....................................................................................................21 9-03.12 Gravel Backf ll..............................................................................................................................21 9-03.12(5) Gravel Backfill for Dryµells .........................................................................................................22 9-03.14(2) Select Borrow.........................................................................................................................: ..22 SECTION 9-04,JOINT AND CRACK SEALING MATERIALS March 3, 1997............................................................22 9-04.3 Joint Mortar.................................................................................................................... r.. SECTION 9-05, DRAINAGE STRUCTURES,CULVERTS, AND CONDUITS March 3, 1997.........................................22 11ir9-05.4(7) Coupling Bands...........................................................................................................................22 9-05.12(1) Solid Wall PVC Culvert Pipe,Solid Wall PVC Storm Sewer Pipe, and PVC Sanitary Sewer Pipe.................2 Page-AMD-iii Revision Date:May 19, 1997 1 9-05.12(1) Solid Wall PVC Culvert Pipe, Solid Wall PVC Storm Sewer Pipe, and Solid Wall PVC Sanitary Sewer Pipe. 22 9-05.12(2) Profile Wall PVC Culvert Pipe and Profile Wall PVC Storm Sewer Pipe........................................... .......23 9-05.12(2) Profile Wall PVC Culvert Pipe, Profile Wall PVC Storm Sewer Pipe, and Profile Wall PVC Sanitary Sewer Pipe23 9-05.19 Corrugated Polyethylene Culvert Pipe................................................................................................23 SECTION 9-06,STRUCTURAL STEEL AND RELATED MATERIALS March 3, 1997 ................................................23 9-06.16 Roadside Sign Structures..................................................................................................................24 9-06.5(3) High Strength Bolts......................................................................................................................24 9-06.5(4) Anchor Bolts...............................................................................................................................24 9-06.5(5) Bolt, Nut,and Washer Specifications......................................................................................................25 SECTION 9-09,TIMBER AND LUMBER March 3, 1997........................................................................................25 Ilk 9-09.3(1)B Placing in Treating Cylinders .......................................................................................................25 SECTION 9-11,WATERPROOFING March 3, 1997..............................................................................................25 9-11.1 Asphalt for Waterproofing ...............................................................................................................25 SECTION 9-12,MASONRY UNTTS March 3, 1997................................................................................................25 9-12.4 Precast Concrete Manholes................................................................................................................25 9-12.5 Precast Concrete Catch Basins...........................................................................................................26 orM' 9-12.7 Precast Concrete DryweHs.................................................................................................................26 SECTION 9-13,RIPRAP,QUARRY SPALLS,SLOPE PROTECTION, AND ROCK WALLS March 3, 1997....................26 9-13.4 Concrete Slab Riprap.......................................................................................................................26 'rr1 SECTION 9-16,FENCE AND GUARDRAIL March 3, 1997 ............................................. ......................................26 9-16.3(1) Rail Element...............................................................................................................................26 9-163(2) Posts and Blocks..........................................................................................................................26 9-16.3(5) Anchors.....................................................................................................................................27 i d/ rt Page-AMD-iv Revision Date:May 19, 1997 .w 1-04.6 Increased or Decreased Quantities 1-07.13(4) Repair of Damage 11, { TC "SECTION 1-04, SCOPE OF THE WORK" }SECTION 1-04, SCOPE OF THE z WORK 3 March 3, 1997 4 1-04.6 Increased or Decreased Quantities 5 The first sentence of Item no. 1 in the first paragraph is revised to read: Either party to the contract will be entitled to renegotiate the price for that portion of the actual quantity in excess of 125 percent of the original bid quantity. 9 Item no.2 in the first paragraph is revised to read: 2 Either party to the contract will be entitled to an equitable adjustment if the actual quantity of work performed is less than 75 percent of the original bid quantity. The equitable adjustment in the case of decreased quantities shall be based upon any increase or decrease in costs due solely to the variation of the estimated quantity. The total payment for any item will be limited to no more than 75 percent of the amount originally bid for the item. 6 Item no.4 in the second paragraph is deleted. tt LEGAL RELATIONS AND RESPONSIBILITIES TO THE $ { TC SECTION 1-07, PUBLIC" }SECTION 1-07, LEGAL RELATIONS AND RESPONSIBILITIES TO THE PUBLIC 1 March 3, 1997 1...07.90 Required Documents The fifth sentence of the third paragraph is revised to read: 4 � Employee labor descriptions used on certified payrolls shall coincide exactly with the labor descriptions on the minimum wage schedule m the contract unless the Engineer approves an alternate method to identify labor used by the Contractor to compare with labor listed in the contract provisions. 8 1-07.11(10)B Required Records and Retention A The reference to "PR 1391" in the first sentence of the second paragraph is revised to read "FHWA 1391". The third paragraph is revised to read: 3 ' ors/Subcontractors having contracts of$100,000 or more that are Federally funded shall submit WSDOT form 820-010 to the All Contract the fifth Contractors/Subcontractors the month during the term of the contract. The Contractor/Subcontractor shall maintain this information for all Project Engineer or o Contracting Agency funded projects,and those Federally funded projects under$100,000. 7 1-07.13(4) Repair of Damage The second sentence of the first paragraph is revised to read: For damage qualifying for relief under Section 1-07.13(1), 1-07.13(2), and 1-07.13(3), payment will be made in accordance with Section 2 1-04.4 Page-AMD-5 Revision Date:May 19, 1997 1-09.8 Payment for Material on Hand I-10.2(1) General 1 { TC "SECTION 1-09, MEASUREMENT AND PAYMENT" }SECTION 1-09, 2 MEASUREMENT AND PAYMENT 3 March 3, 1997 4 1-09.8 Payment for Material on Hand 5 The first sentence of the fifth paragraph is revised to read: 6 7 The Contracting Agency will not pay for material on hand when the invoice cost is less than$2,000. .r 8 { TC "SECTION 1-10, TEMPORARY TRAFFIC CONTROL" }SECTION 1-10, 9 TEMPORARY TRAFFIC CONTROL o March 3, 1997 f 1-10.2(1) Traffic Control Supervisor 2 This section is revised to read: 3 .� 4 1-10.2(1) General w 5 The Contractor shall designate an individual or individuals to perform the duties of Traffic Control Manager 6 (TCM) and Traffic Control Supervisor (TCS). The TCM and TCS shall be certified as a worksite traffic 7 control supervisor by one of the organizations listed in the Special Provisions. A TCM and TCS are required 8 on all projects that have traffic control. The TCM can also perform the duties of the TCS. The Contractor 9 shall identify an alternate TCM and TCS that can assume the duties of the assigned or primary TCM and TCS 0 in the event of that person's inability to perform. Such alternates shall be adequately trained and certified to 1 the same degree as the primary TCM and TCS. 2 3 The Contractor shall maintain 24-hour telephone numbers at which the TCM and TCS can be contacted and be 4 available upon the Engineers request at other than normal working hours. The TCM and TCS shall have 5 appropriate personnel, equipment, and material available at all times in order to expeditiously correct any 6 deficiency in the traffic control system. 7 8 1-10.2(1)A Traffic Control Manager 9 The duties of the Traffic Control Manager include: 0 1 1. Discussing proposed traffic control measures and coordinating implementation of the Contractor- 2 adopted traffic control plan(s) with the Engineer. 3 4 2. Coordinating all traffic control operations, including those of subcontractors, suppliers, and any 5 adjacent construction or maintenance operations. " 6 7 1 Coordinating the project's activities (such as ramp closures, road closures, and lane closures) 8 with appropriate police, fire control agencies, city or county engineering, medical emergency 9 agencies, school districts, and transit companies. o - Page-AMD-6 Revision Date:May 19, 1997 1-10.2(1) General 1-10.2(1) General 4. Overseeing all requirements of the contract which contribute to the convenience, safety, and orderly movement of vehicular and pedestrian traffic. 3 5. Having the latest adopted edition of the MUTCD including the Modifications to the MUTCD for IStreets and Highways for the State of Washington and applicable standards and specifications 6 available at all times on the project. 1 6. Attending all project meetings where traffic management is discussed. 9 7. Review TCS's diaries daily and be responsible for knowing "field" traffic control operations. 1 2 1-10.2(1)B Traffic Control Supervisor IA TCS shall be on the project whenever traffic control labor is required or as authorized by the Engineer. 5 - The TCS shall personally perform all the duties of the TCS. During nonwork periods, the TCS shall be able to be on the jobsite within a 45-minute time period after notification by the Engineer. g The TCS's duties shall include: 1. Inspecting traffic control devices and nighttime lighting for proper location, installation, l message, cleanliness, and effect on the traveling public. Traffic control devices shall be inspected each work shift except that Class A signs and nighttime lighting need to be checked only once a week. Traffic control devices left in place for 24 hours or more should also be 4 inspected once during the nonworking hours when they are initially set up (during daylight or Idarkness, whichever is opposite of the working hours). , 7 2. Preparing a daily traffic control diary on DOT Forms 421-040A and 421-040B, which shall be submitted to the Engineer no later than the end of the next working day to become a part of the project records. The Contractor may use their own form if it is approved by the Engineer. 0 Include in the diary such items as: Ia. When signs and traffic control devices are installed and removed, 3 b. Location and condition of signs and traffic control devices, c. Revisions to the traffic control plan, d. Lighting utilized at night, and 6 e. Observations of traffic conditions. 3. Ensuring that corrections are made if traffic control devices are not functioning as required. g The TCS may make minor revisions to the traffic control plan to accommodate site conditions as long as the original intent of the traffic control plan is maintained and the, revision has concurrence of the WSDOT TCS. 2 4. Attending traffic control coordinating meetings or coordination activities as authorized by e IEngineer. 5 The TCS may perform the work described by "Traffic Control Labor" as long as the duties of the TCS Iare accomplished. Possession of a current flagging card by the TCS is mandatory. 8 A reflective vest and hard hat shall be worn by the TCS. Page-AMD-7 Revision Date:May 19, 1997 1-10.2 3 Conformance to Established Standard _ O _ s 1-10.3(5) Temporary Traffic Control Devices 1 1-10.2(3) Conformance to Established Standards 2 This section is supplemented with the following: 3 4 The.condition of signs and traffic control devices shall be new or "acceptable" as defined in the book Quality 5 Standards For Work Zone Traffic Control Devices, and will be accepted based on a visual inspection by the 6 Engineer. The Engineer's decision on the condition of a sign or traffic control device shall be final. When a 7 sign or traffic control device becomes classified as "unacceptable" it shall be removed from the project and 8 replaced within 12 hours. 9 Ma 0 The book, Quality Standards For Work Zone Traffic Control Devices, is available by writing to the American 1 Traffic Safety Service Association, 5440 Jefferson Davis Hwy., Fredericksburg, VA 22407, telephone: (703) 2 898-5400, FAX (703) 898-5510. 3 4 1-10.3(1) Traffic Control Labor 5 The first sentence of the second paragraph is replaced with the following two sentences: 6 7 Flaggers and spotters shall possess a current flagging card issued by the State of Washington, Oregon, or 8 Idaho. The flagging card shall be immediately available and shown upon request by the Contracting Agency. 9 0 1-10.3(2) Traffic Control Vehicle 1 This section is revised to read: 2 3 When the bid proposal includes an item "Traffic Control Vehicle," the work required for this item is furnishing 4 a vehicle or vehicles for the traffic control supervisor and for transporting the Class B construction signs and 5 other temporary traffic control devices in the "work area" defined in Section 1-10.5. The eligible work for +w 6 transporting signs shall be limited to: 7 8 1. Set up and removal, 9 2. Relocation to and from temporary storage, provided that, the use and location of the temporary o storage is approved by the Engineer, and 1 3. Relocation on the project, provided that, the new locations are in accordance with the contract plans, 2 approved traffic control plan, or the orders of the Engineer. 3 4 The traffic control vehicle shall be equipped with a roof or post-mount flashing amber light visible for 360 5 degrees. 6 7 1-10.3(5) Temporary Traffic Control Devices 8 The first sentence of the first paragraph is revised to read: 9 o When the bid proposal includes an item for "Temporary Traffic Control Devices", the work required for this 1 item shall be furnishing barricades, flashers, cones, traffic safety drums, and other temporary traffic control 2 devices, unless the contract provides for furnishing a specific temporary traffic control device under another 3 item. 4 Page-AMD-S Revision Date:May 19, 1997 1-10.4 Measurement 1-10.5 Payment 1-10.4 Measurement Z The fourth paragraph is revised to read: Traffic control supervisor will be measured per hour for each hour a person is actually performing the duties described in Section 1-10.2(1)B as authorized by the Engineer. A minimum of 4 hours will be paid when the Engineer authorizes the TCS to be on the jobsite during non-working shifts. The following paragraph is inserted after the fourth paragraph: No unit of measure will apply to the position of traffic control manager and it will be considered incidental to unit contract prices. . When the traffic control manager performs the duties of the traffic control supervisor, measurement and payment will be as specified for the traffic control supervisor. The sixth paragraph is revised to read: The days eligible for "Traffic Control Vehicle" will be those days that a vehicle or vehicles are actually used for the previously described work. The Contractor may use more than one vehicle to perform this work, however, all the vehicles used will be considered one unit for the days that more than one vehicle is used. Vehicles required to be furnished by any other specifications such as Section 1-10.3(6) may be used for doing the work required by this section but will be excluded from payment under this section. 1 1-10.5 Payment The bid item "Traffic Control Supervisor", per day, is revised to read: p per hour. 5 "Traffic Control Supervisor", p 1=" The first paragraph following the bid item "Traffic Control Supervisor" is revised to read: rr 8 The unit contract price per hour for "Traffic Control Supervisor" shall be full pay for each hour a person w performs the duties described in Section 1-10.2(1)B including when performing traffic control labor duties. r 1 Under the bid item "Temporary Traffic Control Devices", the reference to "Section 1-10.3(9)", is revised to read w "Section 1-10.3(5)". 4 S The first paragraph following the bid item"Traffic Control Vehicle" is revised to read: r., 010 The unit contract price per day shall be full pay for all costs involved in furnishing the vehicle or vehicles for g the work described in Sections 1-10.2(1)B and 1-10.3(2). The operator(s) of the vehicle(s) will be paid for under the item "Traffic Control Labor" or "Traffic Control Supervisor". i The last paragraph of this section is deleted. tar �r rr Page-AMD-9 Revision Date:May 19, 1997 rr 2-03.3(14)I Embankments at Bridge and Trestle Ends 2-09-3(1)E{ )E Eackfilljn� I { TC "SECTION 2-03, ROADWAY EXCAVATION AND EMBANKMENTtt 2 }SECTION 2-03, ROADWAY EXCAVATION AND EMBANKMENT 3 March 3, 1997 4 2-03.3(14)I Embankments at Bridge and Trestle Ends 5 The third paragraph is replaced with the following two paragraphs: 6 7 To prevent the bridge from being distorted or displaced, the Contractor shall place backfill material evenly 8 around all sides and parts of the structure. The Contractor shall not backfill any abutment prior to placing the 9 superstructure. After the superstructure is in place, use of small compactors may be required to compact the 0 backfill around the structure. Embankments and backfill behind the abutments must be brought up in layers I and compacted concurrently. The difference in backfill height against each abutment shall not exceed 2 feet 2 unless approved by the Engineer. 3 4 The Contractor may request, in writing, approval to place the abutment backfill (either full or partial height) 5 prior to placement of the superstructure. To receive this approval, the Contractor shall submit calculations, for 6 the Engineer's review. The calculations shall prove that the abutment is stable, both for overturning and 7 sliding, without the superstructure in place. The stability calculations shall assume a loading of 30 lbs/ft' 3 8 equivalent fluid pressure and include at least a 2 foot surcharge for the backfill placement equipment. If the 9 abutment backfill is allowed to be placed prior to completion of the superstructure, the Contractor shall bear 0 any added cost that results from the change. I 2 2-03.3(14)K Select or Common Borrow Including Haul 3 In the first paragraph the reference to Section 9-02.14(3) for common borrow requirements is revised to read 4 "Section 9-03.14(3). 5 { TC "SECTION 2-09, STRUCTURE EXCAVATION" }SECTION 2-09, 6 STRUCTURE EXCAVATION 7 March 3, 1997 8 2-09.3(1)E Backfilling 9 The specifications for Controlled Density Fill in the fourth paragraph are revised to read: I 0 1 Ingredients Amount per Cu. Yd. 2 Portland Cement 50 lb. , 3 Fine Aggregates Class 1 or 2 3300 lb. (3500 lb. if flyash Class C is 4 used.) 4 5 Air Entrainment Admixture Per Manufacturer's recommendations 6 Fly Ash Class F or 300 lb. 7 Fly Ash Class C 150 lb. 8 Water 300 lb. (maximum) 9 r1 Page-AMD-10 Revision Date:May 19, 1997 2-09.4 Measurement 6-02.3(4)D Temperature and Time For Placement 2-09.4 Measurement Under "Horizontal Limits" the paragraph dealing with "pipelines" and the paragraph dealing with "pipes, pipe 3 arches, structural pipes, and underpasses" are deleted and replaced with the following: For all pipes, pipe arches, structural plate pipes, and underpasses, the structural excavation quantity will be calculated based on the following trench width: For drain and underdrain pipes, trench width = I.D. + 12 inches. For pipes 15 inches and under, trench width = I.D. + 30 inches. For pipes 18 inches and over, trench width = (1.5 x I.D.) + 18 inches. Under "Horizontal Limits" the following new paragraph is added: For drywells, the limits shall be in accordance with the Standard Plans. S 5 The paragraph for "Gravel Backfill" is revised to read: Gravel Backfdl Gravel backfill, except when used as bedding for culverts and storm sewer pipes, will be measured by the cubic yard in place determined by the neat lines required by the Plans. 1 2-09.5 Payment The paragraph between the bid items "Gravel Backfill (kind)" and "Controlled Density Fill" is deleted. �, AGGREGATES" SECTION 3-02, a � TC SECTION 3-02, STOCKPILING AGG } STOCKPILING AGGREGATES March 3, 1997 3-02.3(1) Asphalt Concrete Aggregates The first paragraph is revised to read: p Aggregates for Classes A, B and E shall be produced or furnished in the following sizes as they apply to the class of asphalt concrete to be produced: 1 1/4 inch-1/4 inch, 5/8 inch-1/4 inch and 1/4 inch-0. Each size shall be stockpiled separately regardless of whether it is being produced for future work or for immediate use, 3 except as modified in Section 9-03.8. { TC "SECTION 6-029 CONCRETE STRUCTURES" }SECTION 6-02, CONCRETE 5 STRUCTURES March 3, 1997 6-02.3(4)D Temperature and Time For Placement 8 The first paragraph is supplemented with the following: :> Page-AMD-H Revision Date_May 19, 1997 6-02.3(11) Curing Concrete 6-02.3(25)F Prestress Release t Precast concrete that is heat cured per Section 6-02.3(25)D shall remain between 50 and 90 F while it is being 2 placed. 3 4 6-02.3(11) Curing Concrete 5 Item number 1 of the first paragraph is revised to read: 6 7 1. Bridge roadway slabs (except those made of concrete Class 4000D and 4000DLS), bridge approach slabs, 8 flat slab bridge superstructures, bridge sidewalks, box culvert tops, roofs of cut and cover tunnels - curing 9 compound covered by white reflective type sheeting, or continuous wet curing for at least 10 days. 0 1 6-02.3(17)J Face Lumber, Studs, Wales, and Metal Forms 2 The 22nd paragraph of Section 6-02.3(17)J is revised to read: 3 4 The Contractor shall select a parting compound from the current Qualified Products List, or submit to the 5 Engineer a sample of the parting compound at least ten working days before its use. Approval or non-approval 6 shall be based on laboratory test results or selection off the current Qualified Products List. 7 + 8 6-02.3(24)A Field Bending 9 Item No. 2 under "In field-bending steel reinforcing bars" in the second paragraph, is revised to read: 0 1 Apply heat as described in Tables 2 and 3 for bending bar sizes No. 6 through No. 11 and for bending bar 2 sizes No. 5 and smaller when the bars have been previously bent. Previously unbent bars of sizes No. 5 and 3 smaller may be bent without heating; 4 5 Table 1 is supplemented with the following: 6 7 The minimum bending diameters for stirrups and ties for No. 4 and No. 5 bars when heat is not applied shall 8 be specified in Section 9-07. 9 ;i o 6-02.3(25)F Prestress Release 1 This Section is supplemented with the following: 2 3 The Contractor may request, in writing, permission to release the prestressing reinforcement at a minimum 4 concrete compressive strength less than specified in the Plans. This request shall be accompanied with 5 calculations, prepared by a Professional Engineer licensed in the state of Washington, showing the adequacy of 6 the proposed release concrete compressive strength. The calculated release strength shall meet the 7 requirements outlined in the Washington State Department of Transportation Bridge Design Manual for tension 8 and compression at release. The proposed minimum concrete compressive strength at release will be evaluated ,fir 9 by the Contracting Agency. Fabrication of girders using the revised release strength shall not begin until the 0 Contracting Agency has provided written approval of the revised release compressive strength. if a reduction of 1 the minimum concrete compressive strength at release is allowed, the Contractor shall bear any added cost that 2 results from the change. Page-AMD42 Revision Date:May 19, 1997 E6-10.3(l) Precast Concrete Barrier 7-05.2 Materials { TC "SECTION 6-10, CONCRETE BARRIER" }SECTION 6-10, CONCRETE BARRIER s March 3, 1997 s 6-10.3(1) Precast Concrete Barrier 51 The first two paragraphs are replaced with the following paragraph: 6 The concrete in precast barrier shall be Class 4000 and comply with the provisions of Section 6-02.3. No g concrete barrier shall be shipped until test cylinders made of the same concrete and cured under the same g conditions show the concrete has reached 4000 psi. 3 The fifth paragraph is revised to read: 2 Precast concrete barrier shall be cured in accordance with Section 6-02.3(25)D except that the barrier shall be cured in the forms until a rebound number test, or test cylinders which have been cured under the same s conditions as the barrier, indicate the concrete has reached a compressive strength of at least 2500 psi. No additional curing is required once the barrier is removed from the forms. 6-10.5 Payment 9 Section 6-10.5, Payment, is supplemented with the following: "Single Slope Concrete Barrier", per linear foot. The unit contract price per linear foot for "Single Slope Concrete Barrier" shall be full pay for either cast in place or precast single slope concrete barrier. { TC "SECTION 7-05, MANHOLES, INLETS, AND CATCH BASINS" }SECTION 7-05, MANHOLES, INLETS, AND CATCH BASINS March 3, 1997 The title of this section is revised to read: SECTION 7-05, MANHOLES, INLETS, CATCH BASINS, AND DRYWELLS 0 7-05.1 Description In the first paragraph, the work "drywells" is inserted after the word "inlets". 7-05.2 Materials This section is supplemented with the following: 6 6 Crushed Surfacing Base Course 9-03.9(3) Gravel Backfill For Drywells 9-03.12(5) Page-AMD-13 Revision Date:May 19, 1997 7-05.3 Construction Requirements 7-05J Payment i Precast Concrete Drywells 9-12.7 2 Underground Drainage Geotextile, 3 Moderate Survivability 9-33.1 4 5 7-05.3 Construction Requirements 6 The following paragraph is inserted after the first paragraph: 7 8 The excavation for drywells shall be in accordance with the Standard Plans. The drywell and gravel backfill 9 for drywell shall be completely encased in moderate survivability underground drainage geotextile in o accordance with the Standard Plans and in conformance with Section 2-12.3. During construction of the 1 drywell, all necessary precautions shall be taken to prevent debris and eroded material from entering the 2 drywell. 3 4 The third paragraph is deleted. 5 6 The eighth paragraph is supplemented with the following: 7 8 Mortar shall conform to the requirements of Section 9-04.3. 9 o The 15th paragraph is revised to read: 1 2 Backfilling of inlets, manholes, catch basins, and drywells shall be done in accordance with the provisions of 3 Section 2-09. 4 5 The 16th paragraph is revised to read: 6 7 Manholes, catch basins, inlets and drywells shall be constructed on a compacted or undisturbed level 8 foundation. If the Contractor elects to use a separate cast-in-place base, the concrete shall be Class 4000. 9 Upon final acceptance of the work, all manholes, catch basins, inlets, drywells, and other drainage structures IN 0 shall conform to the requirements of the Standard Plan except as approved by the Engineer. 1 2 7-05.4 Measurement 3 3 This section is supplemented with the following: 4 5 Precast Concrete Drywell will be measured per each. 6 7 7-05.5 Payment 8 The bid item "Abandon Drainage Structure", per each, is revised to read: 9 0 "Abandon Existing Manhole", per each. 1 2 This section is supplemented with the following: 3 4 "Precast Concrete Drywell", per each. 3 Page-AMD-14 Revision Date:May 19, 1997 7-08.2 Materials 7-08.3(2)D Pipe La in -Steel or Aluminum I The unit contract price per each for "Precast Concrete Drywell" shall be full pay for furnishing and installing the drywell, including all structure excavation, gravel backfill for drywell, crushed surfacing base course, and drainage geotextile. TC "SECTION 7-069 CONCRETE PIPE ANCHORS" }SECTION 7-06, 5 CONCRETE PIPE ANCHORS i March 3, 1997 7 This section is deleted in its entirety. s { TC "SECTION 7-089 GENERAL PIPE INSTALLATION REQUIREMENTS" }SECTION 7-089 GENERAL PIPE INSTALLATION REQUIREMENTS , . March 3, 1997 7-08.2 Materials This section is revised to read: " Materials shall meet the requirements of the following sections: 4 Gravel Backfill for Foundations 9-03.12(1). Gravel Backfill for Pipe Zone Bedding 9-03.12(3) R Bedding Material for Thermoplastic Pipe 9-03.16 7-08.3(1)A Trenches irrw The second paragraph is revised to read: 2 The trench width shall be as specified in Section 2-09.4 and shall be excavated to the depth and grade as given W by the Engineer. 5 7-08.3(1)C Pipe Zone Bedding This section heading is revised as follows: e 7-08.3(1)C Bedding the Pipe ow In the first sentence of the first and second paragraph, the word "material" is inserted after "Pipe zone bedding". 7-08.3(2)D Pipe Laying - Steel or Aluminum The first paragraph is revised to read: Pipe with riveted or resistance spot welded seams shall be laid in the trench with the outside laps of circumferential joints upgrade and with longitudinal laps positioned other than in the invert, and firmly jointed together with approved bands. Page-AMD-15 Revision Date:May 19, 1997 7-08.3(2)G Jointing of Dissimilar Pipe 7-17.3(2)C Infiltration Test I 2 7-08.3(2)G Jointing of Dissimilar Pipe 3 This section is revised to read: 4 5 Dissimilar pipe shall be jointed by use of a factory-fabricated adapter coupling as detailed in the Plans, or a 6 pipe collar as detailed in the Standard Plans. 7 8 7-08.4 Measurement 9 The following new paragraph is inserted after the first paragraph: 0 i There will be no specific unit of measure for any material placed in the pipe zone in the installation of culvert 2 and storm sewer pipes. 3 R +> 4 7-08.5 Payment 5 The bid item "Gravel Backfill for Foundations" is revised to read "Gravel Backfill for Foundation Class _", per 6 cubic yard. 7 8 The following new sentence is inserted after the bid item "Gravel Backfill for Pipe Zone Bedding": 9 0 All costs associated with furnishing and installing bedding and backfnll material within the pipe zone in the 1 installation of culvert and storm Sewer pipes shall be included in the unit contract price for the type and size of 2 pipe installed. 3 4 This section is supplemented with the following paragraph: 5 6 All costs in jointing dissimilar pipe with a coupling or concrete collar shall be included in the unit contract 7 price per linear foot for the size and type of pipe being jointed. 8 { TC "SECTION 7-17, SANITARY SEWERS" }SECTION 7-17, SANITARY 41 i 9 SEWERS o March 3, 1997 1 7 717.2 Materials 2 The reference to "PVC Sanitary Sewer Pipe" in the fourth paragraph is revised to read "Solid Wall PVC Sanitary 3 Sewer Pipe". 4 5 The fourth paragraph is supplemented with the following: 6 7 Profile Wall PVC Sanitary Sewer Pipe 9-05.12(2) 8 9 7-17.3(2)C Infiltration Test 0 The reference to "(in liters per hour)" in the formula in the second paragraph is revised to read "(in gallons per 1 hour)". Page-AMD-16 Revision Date:May 19, 1997 8-09.1 Description 8-11.3(1)D Anchor Installation { TC "SECTION 8-09, RAISED PAVEMENT MARKER" }SECTION 8-09, RAISED z PAVEMENT MARKER 3 March 3, 1997 8-09.1 Description The word "raised" is deleted from the first and second sentences. 6 8-09.3 Construction Requirements R This Section is revised by adding the following new Section: C n 8-09.3(5) Recessed Pavement Marker y,. The Contractor shall grind the pavement marker recess in accordance with the dimensions shown in the 2 Standard Plans. Markers shall be installed in the recess in accordance with the Standard Plans and the Plans. trw a 8-09.5 Payment ' The first paragraph is supplemented with the following new bid item: an 6 7 "Recessed Pavement Marker", per hundred. r The second paragraph is revised to read: The unit contract price per hundred for "Raised Pavement Marker Type 1", "Raised Pavement Marker Type 2", "Raised Pavement Marker Type 3-_ In.", and "Recessed Pavement Marker" shall be full pay for furnishing and installing the markers in accordance with these Specifications, including all costs involved with traffic control except for reimbursement for labor for traffic control in accordance with Section 1-10.5. { TC "SECTION 8-119 GUARDRAII,'t }SECTION 8-11, GUARDRAIIL March 3, 1997 8-11.3(1)C Erection of Rail The following paragraph is inserted after the second paragraph: When nested W-beam or thrie beam is specified, two sections of guardrail, one set inside of the other shall be 1 installed. The inside and outside rail elements shall not be staggered. 3 8-11.3(1)D Anchor Installation IThe heading is revised to read: 5 Terminal and Anchor Installation el tubes" in the third paragraph is revised to read "foundation tubes". 8 The reference to "steel P g Page-AMD-17 Revision Date:May 19, 1997 I 8-15.2 Materials 8-20.2(1) Equipment List and Drawings I As 2 This section is supplemented with the following: 3 4 Assembly and installation of guardrail terminals listed in the Qualified Products List shall be supervised at all 5 times by a manufacturer's representative, or an installer that has been trained and certified by the unit's 6 manufacturer. A copy of the installer's certification shall be provided to the Engineer prior to installation. 7 Assembly and installation shall be in accordance with the manufacturer's recommendations. 8 { TC "SECTION 8-15, RIPRAP" }SECTION 8-15, RIPRAP 9 March 3, 1997 o 8-15.2 Materials 1 The reference to Slab Riprap in the first paragraph is deleted. 2 3 8-15.4 Measurement 4 The third paragraph is revised to read: 5 6 Filter blanket will be measured by the ton or per cubic yard of filter blanket actually placed. 7 8 The fifth paragraph dealing with Concrete Slab Riprap is deleted. 9 SECTION 8-17, IWACT ATTENUATOR SYSTEMS o March 3, 1997 w11► 1 8-17.3 Construction Requirements 2 The following paragraph is inserted before the first paragraph: 3 4 Assembly and installation shall be supervised at all times by a manufacturer's representative, or an installer that 5 has been trained and certified by the unit's manufacturer. A copy of the installer certification shall be provided 6 to the Engineer prior to installation. 7 8 The first sentence of the first paragraph is revised to read: 9 wr o Assembly and installation shall be in accordance with the manufacturer's recommendations. 1 { TC "SECTION 8-209 ILLUMINATION, TRAFFIC SIGNAL SYSTEMS, AND ..r 2 ELECTRICAL" }SECTION 8-20, ILLUMINATION, TRAFFIC SIGNAL SYSTEMS, 3 AND ELECTRICAL 4 March 3, 1997 5 8-20.2(1) Equipment List and Drawings 6 The fifth paragraph is revised to read: 7 Page-AMD-18 Revision Date:May 19, 1997 MP 8-20.3(13)A Light Standards 8-213(9)F Bases •t° The Contractor will not be required to submit shop drawings for approval for light standards conforming to the pre-approved plans listed in the Qualified Products List. 3 8-20.3(13)A Light Standards The first sentence of Item No. 2 in the third paragraph is deleted. The first sentence of Item No. 4 in the third paragraph is deleted. :. { TC "SECTION 8-21, PERMANENT SIGNING" }SECTION 8-21, PERMANENT 9 SIGNING i March 3, 1997 we 8-21.2 Materials 2 The second sentence of the first paragraph is revised to read: it Materials for sign bridges, cantilever sign structures, roadside sign structures, and sign mounting shall meet the 5 requirements of Section 9-06. to t 8-21.3 Construction Requirements 40 8-21.3(4) Sign Removal 4V This section is revised to read: 0 Where shown in the Plans or ordered by the Engineer, the existing signs and, if so indicated, the sign I* structures shall be removed by the Contractor. Where indicated, the Contractor shall remove concrete 3 pedestals to a minimum of 1 foot below finished grade and backfill the hole to the satisfaction of the Engineer. Where an existing sign post is located within a sidewalk area, the Contractor shall remove the to post and finish the area to make the sidewalk continuous. Wood signs, wood sign posts, wood structures, 6 metal sign posts, windbeams, and other metal structural members shall become the property of the Contractor and shall be removed from the project. Aluminum signs shall remain the property of WSDOT. The Contractor shall bundle and band the signs, and ship the signs C.O.D. by common carrier to: 9 WSDOT Central Sign Shop, 2809 Rudkin Road, Union Gap, Washington 98903. The contract number shall be included with the shipment. If the Contractor elects to deliver the signs, it shall be at no expense to the Contracting agency. All signs shall be shipped to the Central Sign Shop prior to physical 2 completion of the project. If the total square feet of all signs removed is less than 9 square feet they shall become the property of the Contractor and removed from the project. The Contractor will be charged $2.00 per square foot for any signs that are lost or rendered unrecyclable by the Contractor's operation. 5 8-21.3(9)F Bases The second sentence of the second paragraph is revised to read: Page-AMD-19 Revision Date:May 19, 1997 =t 8-21.3(10)A Sign Lighting Luminaires 8-22-2 Materials 1 Spiral foundation reinforcement shall conform to ASTM A 82 for sign post bases and Section 9-07 for all 2 other sign structure bases. 3 4 The second paragraph is supplemented with the following: 5 6 Concrete for sign post foundations shall be Class 3000 conforming to the requirements of Section 6-02.3. 7 8 8-21.3(10)A Sign Lighting Luminaires 9 The reference to "Section 9-28.16" in the first sentence is revised to read "Section 9-28.15". 0 1 This section is revised by adding the following new sections: 2 3 8-21.3(9)G Identification Plates 4 When sign structures are constructed, the Contractor shall attach.sign structure identification plates to the sign 5 structures as directed by the Engineer. The identification plates will be supplied by the Engineer. When sign 6 structures are removed, the Contractor shall remove the sign structure identification plates from the sign 7 structures and give them to the Engineer. , 8 9 8-21.3(12) Steel Sign Posts 0 Steel sign posts shall be connected to concrete bases using the following procedure: 1 2 1. Remove all galvanized runs and beads from washer area. « 3 2. Assemble sign post to stub post with bolts, using one flat washer on each bolt between plates. 4 3. Shim as required to plumb sign posts. 5 4. Tighten bolts in a systematic order to required torque while not over tightening- 6 5. Loosen each bolt and retighten to required torque in the same order as initial tightening. 7 6. After Contracting Agency inspection of bolt torque, burr threads with center punch to prevent 8 loosening. 9 0 When AASHTO M 183 or ASTM 36 steel is used for posts, a welded bead approximately 2 inches long shall 1 be placed on the post approximately 6 inches from the base connection. When AASHTO M 222, AASHTO M 2 223, ASTM A 572 Grade 50, or ASTM A 53 Grade B steel is used, 2 welded beads approximately 2 inches 3 long and 1/2-inch apart shall be placed on the post approximately 6 inches from the base connection. 4 { TC "SECTION 8-22, PAVEMENT MARKINGS" }SECTION 8-22, PAVEMENT 5 MARKINGS 6 March 3, 1997 7 8-22.2 Materials 8 The first sentence is revised to read: 9 0 Material for pavement marking shall be paint or plastic as noted in the bid item and selected from approved 1 materials listed in the Qualified Products List. 2 3 8-22.4 Measurement Page-AMD-20 Revision Date:May 19, 1997 9-02.4 Anti-Stripping Additive 9-03.14(2) Select Borrow The second sentence of the eighth paragraph is revised to read: stri es in excess of 4 inches in width will be measured by the square yard for 3 Removal of traffic markings or p Ithe area actually removed. 5 { TC "SECTION 9-02, BITUMINOUS MATERIALS" }SECTION 9-02, BITUMINOUS MATERIALS March 3, 1997 9-02.4 Anti-Stripping Additive This section is revised in its entirety to read: 1 When directed by the Engineer, heat-stable anti-stripping additive shall be added to the asphalt mix. At the option of the Contractor, the anti-stripping additive can be either added to the liquid asphalt or sprayed on the aggregate on the cold feed. Once the process and type of anti-stripping additive proposed by the Contractor 4 have been approved by the Olympia Service Center Materials Laboratory, the process, brand, grade, and amount of anti-stripping additive shall not be changed without approval of the Engineer. 7 When liquid anti-stripping additive is added to the liquid asphalt, the amount will be designated by the Engineer, but shall not exceed 1 percent by mass (weight) of the liquid asphalt. irr p When polymer additives are sprayed on the aggregate, the amount will be designated by the Engineer, but shall not exceed 0.67 percent by mass (weight) of the aggregate. �3 The use of another process or procedure for adding anti-stripping additive to the asphalt mix will be considered based on a proposal from the Contractor. Ws { TC "SECTION 9-03, AGGREGATES" }SECTION 9-039 AGGREGATES March 3, 1997 6W 9-03.12 Gravel Backfill �*8 This section is supplemented with the following new section: -9 o 9-03.12(5) Gravel Bacltfill for Drywells I Gravel baclfiill for drywells shall meet the requirements for coarse aggregate for Portland cement concrete, „,z Grading No. 4 in accordance with Section 9-03.1(3)C. 3 w4 9-03.14(2) Select Borrow d. 5 The sand equivalent requirement in the first paragraph is revised to read "25 min." IN Page-AMD-21 Revision Date:May 19, 1997 r 9-04.3 Joint Mortar 9-05.12(2) Profile Wall PVC Culvert Pipe and Profile Wall PVC Storm Sewer Pipe 1 { TC "SECTION 9-04, JOINT AND CRACK SEALING MATERIALS" }SECTION 9- 2 04, JOINT AND CRACK SEALING MATERIALS 3 March 3, 1997 4 9-04.3 Joint Mortar 5 The first paragraph is revised to read: 6 7 Mortar for hand mortared joints shall consist of one part Portland cement, three parts fine sand, and sufficient 8 water to allow proper workability. 9 { TC "SECTION 9-05, DRAINAGE STRUCTURES, CULVERTS, AND CONDUITS" aw o }SECTION 9-05, DRAINAGE STRUCTURES, CULVERTS, AND CONDUITS i March 3, 1997 2 9-05.4(7) Coupling Bands 3 The first paragraph is supplemented with the following: 4 5 As an alternate to the coupling bands shown in the Standard Plans, 24-inch wide flat band couplers are allowed 6 for use on all sizes of steel pipe arch with 3-inch by 1-inch corrugations. Rubber gaskets for flat band couplers 7 shall conform to the requirements of Section 9-04.4(3) and shall have a minimum thickness of 1 inch. When 8 flat band couplers are used, pipe arch ends are not required to be recorrugated. ++ 9 o 9-05.12(1) Solid Wall PVC Culvert Pipe, Solid Wall PVC Storm Sewer Pipe, and 1 PVC Sanitary Sewer Pipe 2 The section heading is revised to read: 3 4 9-05.12(1) Solid Wall PVC Culvert Pipe, Solid Wall PVC Storm Sewer Pipe, and Solid Wall PVC 5 Sanitary Sewer Pipe 6 7 The reference to "PVC sanitary sewer pipe" in the first paragraph is revised to read: " 8 9 "solid wall PVC sanitary sewer pipe" ,l 0 i The third paragraph is revised to read: 2 3 Fittings for solid wall PVC pipe shall be injection molded, factory welded, or factory solvent cemented. 4 5 9-05.12(2) Profile Wall PVC Culvert Pipe and Profile Wall PVC Storm Sewer Pipe 6 The section heading is revised to read: 7 Page-AMD-22 Revision Date:May 19, 1997 9-05.12(2) Profile Wall PVC Culvert Pipe, Profile Wall PVC 9-06.16 Roadside Sign Structures Storm Sewer Pipe, and Profile Wall PVC Sanitary Sewer Pipe 9-05.12(2) Profile Wall PVC Culvert Pipe, Profile Wall PVC Storm Sewer Pipe, and Profile Wall PVC 2 Sanitary Sewer Pipe The first paragraph is revised to read: 5 Profile wall PVC culvert pipe and profile wall PVC storm sewer pipe shall meet the requirements of AASHTO M 304 or ASTM F 794 Series 46. Profile wall PVC sanitary sewer pipe shall meet the requirements of ASTM g F 794 Series 46. The maximum pipe diameter shall be as specified in the Qualified Products List. The first sentence of the third paragraph is revised to read: t Qualified producers are identified in the Qualified Products List. 4 The fifth paragraph is revised to read: e requirements of AASHTO M 304 or ASTM F 794 Series 46. W Fittings for profile wall PVC pipe shall meet th 7 ► 9-05.19 Corrugated Polyethylene Culvert Pipe The second sentence of the first paragraph is revised to read: e diameter shall be as specified in the Qualified Products List. The maximum pip P The first sentence of the fourth paragraph is revised to read: 4 Qualified producers are identified in the Qualified Products List. 7 9-05.20 Corrugated Polyethyle ne Storm Sewer Pipe The first subparagraph in the first paragraph is revised to read: g p The maximum pipe diameter for corrugated polyethylene storm sewer pipe shall be the diameter for which a producer has submitted a qualified joint. Qualified producers are listed in the Qualified Products List. tt TURAL STEEL AND RELATED MATERIALS" 2 { TC SECTION 9-06, STRUCTURAL }SECTION 9-06, STRUCTURAL STEEL AND RELATED MATERIALS March 3, 1997 This section is revised by adding the following: 9-06.16 Roadside Sign Structures g All bolts shall conform to ASTM A 325. Washers for bolts shall be hardened steel per AASHTO M 293. Posts for single post sign structures shall meet the requirements of ASTM A 36 or ASTM A 53 Grade B. Posts for multiple post sign structures shall meet the requirements of AASHTO M 183. Posts meeting the requirements of AASHTO M 222, AASHTO M 223, or ASTM A 572 Grade 50 may be used as an acceptable ll steel not otherwise specified shall conform to AASHTO M 183. 4 alternate to the AASHTO M 183 posts. A Page-AMD-23 Revision Date:May 19, 1997 9-06.5(3) High Strength Bolts 9-06.5(5) Bolt, Nut, and Washer Specifications 1 2 Triangular base stiffeners for one-directional multi-post sign posts shall meet the requirements of AASHTO M 3 3 222, AASHTO M 223, or ASTM A 572 Grade 50. 4 5 Base connectors for multiple directional steel breakaway posts shall conform to the following: 6 7 brackets Aluminum Alloy 6061 T-6 8 bosses for Type 2B brackets ASTM A 582 9 coupling bolts ASTM A 325 0 anchor bolts ASTM 304 stainless steel for threaded I portion. AISI 1038 steel rod and AISI 2 1008 coil for cage portion. 3 4 Anchor couplings for multiple directional steel breakaway posts shall have a tensile breaking strength range as 14 5 follows: 6 7 Type 2A 17,000 to 21,000 lb. 8 Type 2B 47,000 to 57,000 lb. 9 0 For multi-directional breakaway base connectors, shims shall be fabricated from pregalvanized sheet steel. For i one-directional breakaway base connectors, single post or multi-post, shims shall be fabricated from brass 2 conforming to ASTM B 36. 3 3 4 9-06.5(3) High Strength Bolts 5 The first two sentences of the second paragraph are revised to read: 6 7 Bolts conforming to AASHTO M 164, having an ultimate tensile strength above 145 ksi and are 8 galvanized in accordance with AASHTO M 232, shall be tested for embrittlement. Embrittlement testing 9 shall be conducted after galvanization in accordance with ASTM F 606, Section 7. The Manufacturer's 0 Certificate of Compliance for the lot provided shall show the ultimate tensile strength test results. 1 2 9-06.5(4) Anchor Bolts 3 The first paragraph is revised to read: dd 4 5 Anchor bolts shall meet the requirements of ASTM A 449 or AASHTO M 164. Galvanized anchor bolts 6 having an ultimate tensile strength above 145 ksi shall be tested for embrittlement in accordance.with 7 ASTM A 143 unless the length is less than five times the nominal bolt diameter, then they shall be tested 8 in accordance with ASTM F 606, Section 7. The Manufacturer's Certificate of Compliance for the lot 9 provided shall show the ultimate tensile strength test results. 0 1 9-06.5(5) Bolt, Nut, and Washer Specifications 2 The ASTM Specification for "Washers - High Strength Bolts" is revised to read "F 436". , Page-AMD-24 Revision Date:May 19, 1997 9-09.3(1)B Placing in Treating Cylinders 9-12.5 Precast Concrete Catch Basins { TC [[SECTION 9-09, TIMBER AND LUMBER" }SECTION 9-09, TIMBER AND LUMBER March 3, 1997 9-09.3(1)B Placing in Treating Cylinders The requirements for Sign Posts, Mileposts, Sawed Fence Posts, and Mailbox Posts, in the Lumber Grade 6 Requirements Table are deleted. The references to Lodgepole Pine in the Lumber Grade Requirements table are deleted. k { TC "SECTION 9-11, WATERPROOFING" }SECTION 9-11, WATERPROOFING to March 3, 1997 1& 9-11.1 Asphalt for Waterproofing In the second paragraph, the reference to "ASTM C987" is revised to read "ASTM D41". Yr 3 { TC "SECTION 9-129 MASONRY UNITS" }SECTION 9-129 MASONRY UNITS March 3, 1997 Ift 9-12.4 Precast Concrete Manholes 6 This section is revised to read: Precast concrete manholes shall meet the requirements of AASHTO M 199. 9 The joints may be the tongue and groove type or the shiplap type, sufficiently deep to prevent lateral Idisplacement. 2 As an alternate to steel reinforcement, 48-inch diameter by 3-foot high eccentric or concentric cone sections may be reinforced with synthetic fiber. The synthetic fiber shall meet the requirements of ASTM C 116 Type 5 III. The synthetic fiber shall be added at a rate of 0.75 pounds per cubic yard of concrete and shall be thoroughly mixed with the concrete before placement in the forms. The synthetic fibers shall be a minimum of 0.75 inches and a maximum of 2 inches in length. A minimum of two hoops of W2 wire shall be placed in the 48-inch end of each cone. No steel is required in the remainder of the cone. Precast concrete units shall be 9 furnished with knockouts or cutouts. 1 9-12.5 Precast Concrete Catch Basins LThis section is supplemented with the following: 3 4 Knockouts or cutouts may be placed on all four sides and may be round or D shaped. E5 6 Section 9-12 is supplemented with the following new section: 7 Page-AMD-25 Revision Date:May 19, 1997 9-12.7 Precast Concrete D wells rY 9-16.3(5) Anchors 1 9-12.7 Precast Concrete Drywells 2 Precast concrete drywells shall meet the requirements of Section 9-12.4. Seepage port size and shape may 3 vary per manufacturer. Each seepage port shall provide a minimum of 1 square inch and a maximum of 7 4 square inches for round openings and 13 square inches for rectangular openings. The ports shall be uniformly 5 spaced with at least one port per 8 inches of drywell height and 15 inches of drywell circumference. 6 { TC "SECTION 9-13, R.IPRAP, QUARRY SPALLS, SLOPE PROTECTION, AND 7 ROCK WALLS" }SECTION 9-13, RIPRAP, QUARRY SPALLS, SLOPE 8 PROTECTION, AND ROCK WALLS 9 March 3, 1997 o 9-13.4 Concrete Slab Riprap 1 This section is deleted. 2 ' 3 { TC "SECTION 9-16, FENCE AND GUARDRAIL" }SECTION 9-16, FENCE AND 4 GUARDRAIL 5 March 3, 1997 6 9-16.3(1) Rail Element 7 The first paragraph is revised to read: 8 9 The W-beam or thrie beam rail elements, backup plates, reducer sections and end sections shall conform to "A 0 Guide to Standardized Highway Barrier Hardware" published by AASHTO, AGC, and ARTBA. All rail 1 elements shall be formed from 12 gage steel except for thrie beam used for bridge rail retrofit and Design F 2 end sections, which shall be formed from 10 gage steel. 3 4 9-16.3(2) Posts and Blocks A 5 The second sentence of the first paragraph is revised to read: 6 7 Blocks listed on the Qualified Products List that are made from alternate materials may be used in accordance 8 with manufacturers recommendations. 9 o 9-16.30 Anchors i The following paragraph is inserted after the third paragraph: 2 3 Foundation tubes shall be fabricated from steel conforming to the requirements of ASTM A 500, grade B or 4 ASTM A 501. 5 6 The reference to "W 200 x 27" in the fifth and ninth paragraphs is revised to read "W 8 x 17". Page-AMD-26 Revision Date:May 19, 1997 s r yr a on s rr .. SPECIAL PROVISIONS r ,,,, SP[CPROV.DOC\ L DIVISION 1 GENERAL REQUIREMENTS 1-01 DEFINITIONS AND TERMS 1-01.3 Definitions (APWA Only) Add the following definitions: I` CITY r The City of Renton Substantial Completion Date(APWA Only) The date established by the Contracting Agency or ENGINEER when the contract work is completed to a point that the formal procedures for liquidated damages will no longer be used and liquidated damages thereafter will be assessed on the basis of direct engineering and related cost for overruns of the contract time until the Actual Completion Date. Actual Completion Date (APWA Only) The date established by the ENGINEER as the date that all the work the contract requires is complete. Acceptance Date (APWA Only) The date the Contracting Agency accepts the completed contract and items of work shown In the final estimate. 1-03 AWARD AND EXECUTION OF CONTRACT 1-03.1(1) Consideration of Bids (Additional Section) The contract, if awarded,will be awarded to the lowest responsive,responsible bidder. 1-03.2 Award of Contract (Supplemental Section) The contract award or bid rejection will occur within 30 calendar days after bid opening. 1-04 SCOPE OF THE WORK 1-04.12 Hours of Work(Additional Section) General hours of work for the Project shall be limited to the hours of 7:00 a.m.to 5:00 p.m. 1` The Hours of Work may be changed at the discretion of the ENGINEER when it is in the interest of the public or the CONTRACTOR due to reasons of safety, health and welfare and must be approved in ,r writing prior to the start of construction work. The CONTRACTOR shall give a minimum of 48 hours notice to the Contracting Agency prior to work on any roadway and shall do no work on the roadway without a traffic control plan approved by the City Transportation Division. L, Special Provisions Page 1 07/11/2003 lw 1-05 CONTROL OF WORK 1-05.4 Conformity with and Deviations from Plans and Stakes (Revised Section) Delete the first sentence of this section and replace with the following: LThe CONTRACTOR will lay out and set any construction stakes and marks needed to establish the lines, grades, slopes, cross-sections, and curve superelevations. or 1-05.5 Construction Stakes (Revised Section) The CONTRACTOR shall provide all required survey work, including such work as mentioned in Section 1-05.4, 1-05.5, 1-11 and elsewhere in these specifications as being provided by the Engineer or Contractor. All costs of this survey work shall be included in "Construction Surveying, Staking, As- Builts"per lump sum, as described in Section 1-09.14(D). 1-05.5(2) Construction Staking(Supplemental Section) Sanitary Sewer and Water Line Alignment and Grade Stakes (50'max. interval for laser control) (30'max. interval for batter boards) 1-07 LEGAL RELATIONS AND RESPONSIBILITIES TO THE PUBLIC 1-07.16 Protection and Restoration of Property(Supplemental Section) Private property such as plants, shrubs, trees, fences, and rockeries within the work area shall be removed and restored to the satisfaction of the property owner. It shall be the CONTRACTOR's responsibility to IF notify each property owner when it is necessary to remove such improvements to facilitate the CONTRACTOR's progress, and to remove those improvements to locations requested by the property owner or to restore them to near original location in as near original condition as possible. For the purpose of this contract, all property not within the Right of Way, including property owned by the City of Renton,will be considered private property. All lawn within the area to be disturbed by the CONTRACTOR's operations shall be cut with a sod cutting machine, removed and disposed. The disturbed lawn area shall be restored with sod, after trench is backfilled and compacted. The restoration of the distributed lawn area shall be performed under the following guidelines: A. Topsoil shall be placed at a depth of 3 inches. B. Topsoil shall be tilled to a depth sufficient to key into the subsoil, raked to a smooth even . grade without low areas to trap water and compacted, all as approved by the ENGINEER. C. Sod strips shall be placed within 48 hours of being cut. Placement shall be without voids and shall have the end joints staggered. The sod shall be rolled with a smooth roller following placement. Page 2 Special Provisions 07/11/2003 AP L D. Barriers shall be erected, with warning signs where necessary, to preclude pedestrian traffic Im from access to the newly placed lawn during the establishment period. E. The watering schedule of all newly laid sod shall be four times a week for three weeks. The watering shall be such duration as to soak the replaced sod thoroughly and promote good root wgrowth. F. Such removal, complete restoration and maintenance of the lawn shall be considered incidental to other items of work and no further compensation will be made. The CONTRACTOR shall notify all property owners along the construction area, by mail, prior to the start of construction. Names and addresses will be furnished by the CONTRACTING AGENCY. The irr CONTRACTOR shall further notify each occupancy in person a minimum of three days prior to construction adjacent to each property. 1-07.17 Utilities and Similar Facilities (Supplemental Section) The CONTRACTOR shall provide written notification to the ENGINEER whenever an adjustment to the new sewer line location or grade is known to be required in order to avoid conflicts. Locations and dimensions shown in the plans for existing buried facilities are in accordance with available information obtained without uncovering, measuring, or other verification. The CONTRACTOR shall be responsible for determining their exact location. All utilities shall be potholed to locate them horizontally and vertically a sufficient time in advance of the pipe excavation, removal, and laying operation to allow adjustments to be made as necessary to avoid conflicts. This work shall be considered incidental to other bid items. &" The CONTRACTOR is alerted to the existence of Chapter 19.122 RCW, a law relating to underground b utilities. Any cost to the CONTRACTOR incurred as a result of this law shall be at the CONTRACTOR's expense. MEASUREMENT AND PAYMENT 1-09.14 Payment Schedule (Additional Section) GENERAL 1-09.14(A) Scope A. Payment for the various items of the Bid Sheets, as further specified herein, shall include all compensation to be received by the CONTRACTOR for furnishing all tools, equipment, supplies, and manufactured articles, and for all labor, operations, and incidentals appurtenant to the items of work being described, as necessary to complete the various items of the WORK all in accordance with the requirements of the Contract Documents, including all im appurtenances thereto, and including all costs of compliance with the regulations of public regulations of public agencies having jurisdiction, including Safety and Health Administration of the U.S. Department of Labor(OSHA). No separate payment will be made for any item that is not specifically set forth in the Bid Schedules, and all costs therefore shall be included in the prices named in the Bid Schedules for the various appurtenant items of work. B. The Owner shall not pay for material quantities which exceed the actual measured amount used and approved by the ENGINEER. Special Provisions Page 3 07/11/2003 1-09.14(B)Mobilization & Demobilization(Bid Item 001) Measurement for mobilization, shall be based on the establishment of all site improvements required to begin construction, including: project schedule, and transportation of equipment to the project site, receipt of all bonds and insurance policies, obtaining all required permits, along with any other submittal and shop drawing requirements, provide protection of existing facilities and removal of all materials and equipment from the construction site after project completion. Payment for mobilization will be made at the lump sum amount bid (NOT to exceed 80% of bid price prior to completion of construction) based on the percent of completed work as defined in the 1996 Standard Specifications for Road, Bridge, and Municipal Construction (WSDOT) for mobilization. Payment for the remaining 20% will be made upon completion and final clean-up of the construction site. Such payment will be complete compensation for all mobilization of employees, equipment and materials, preparation of all necessary submittals, bonds, insurance, site improvements, clean-up etc. all in conformance with the Contract Documents. 1-09.14(C) Trench Excavation Safety Systems (Bid Item 002) Measurement for trench excavation safety systems will be based on a percentage defined as the amount of water and sanitary sewer pipelines installed divided by the total length of water and sanitary sewer y pipe shown to be installed. Payment for trench excavation safety systems will be made at the measured percentage amount for the pay period times the lump sum amount bid, said payment will be complete compensation for all ' equipment, labor, materials, hauling, planning, design, engineering, submittals, furnishing and constructing and removal and disposal of such temporary sheeting, shoring, and bracing complete as required under the provisions of any permits and in the requirements of OSHA and RCW Chapter 49.17, ' etc.required to complete this item of work in conformance with the Contract Documents. 1-09.14(D) Construction Surveying, Staking, and As-Builts (Bid Item 003) Measurement for construction surveying, staking and as-built information will be based on the percentage of total work complete,by dollar value, at the time of measurement. Payment for construction surveying, staking and as-built information will be made at the measured percentage amount for the pay period times the lump sum amount bid, said payment will be complete compensation for all labor,materials, equipment, travel, surveying needed to construct the improvements to the line and grade as shown on the plans, to provide the required construction and as-constructed field (as-built information) notes and drawings, etc. required to complete this item of work in conformance with the Contract Documents.No more than 50%of the bid amount for this item shall be paid prior to the review and acceptance of the as-constructed information by the Engineer. r Page 4 Special Provisions 07/11/2003 6 1-09.14(E) Traffic Control(Bid Item 004) Measurement for traffic control work will be based on the percentage of total work complete, by dollar value, at the time of measurement. Payment for traffic control for work will be made at the measured percentage amount for the pay period times the lump sum amount bid, said payment will be complete compensation for all labor, materials, equipment, prepare and conform to the approved Traffic Control Plan, provide for public convenience and safety, detours, flagging, barricades, sequential arrow boards, signs, traffic control devices, temporary striping, cleanup, etc.required to complete this item of work in conformance with the Contract Documents. 1-09.14(F) Temporary Erosion/Sedimentation Controls (Bid Item 005) Measurement for temporary erosion/sediment control(s) will be based on the percentage of total work complete,by dollar value, at the time of measurement. Payment for temporary erosion/sedimentation control(s) will be at the lump sum amount bid, which pay- ment shall be complete compensation for all labor, materials, equipment, straw-bale dikes, silt fencing, plastic sheeting, etc. required to complete this item of work in conformance with Contract Documents. 1-09.14(G) Landscape Restoration (Bid Item 006) Measurement for landscape restoration shall be per lump sum of landscape restored as required to ' complete this item in conformance with the Contract Documents. Payment for landscape restoration shall be per lump sum, which payment will be complete compensation ' for all labor, equipment, materials, materials hauling, sod, topsoil, preparation, forming, placement, finishing, watering, cleanup, etc. required to compete this item in conformance with the Contract Documents. 1-90.14(H) Re-Establish Existing Monuments (Bid Item 007) Measurement for re-establishing existing monuments will be per each monument re-established, in conformance with RCW 58.09.130. Payment for re-establishing monuments will be made at the unit price bid per each, which payment will be complete compensation for all labor, equipment, materials, excavation, new monument with housing, placement, installation, backfill, compaction, restoration, etc. required to reference the existing monument and re-establish a new one after utility construction and restoration is complete, in ' conformance with the Contract Documents. 1-09.14(1) Television Inspection of Sanitary Sewers (Bid Item 008) Measurement for television inspection of the new sewers will be based on the lineal feet of pipe inspected. rPayment for television inspection of the new sewers in accordance with specification section 7-17.3(4)I will be made at the amount bid per linear foot, which payment will be considered complete compensation for all labor, materials, equipment to perform television inspection and prepare videotape record of all ' new sewers constructed by excavate and replace methods as part of the project and record videotapes. Special Provisions Page 5 07/11/2003 1-09.14(,1) Furnish and Install 8" PVC Sewer Pipe and Cleanouts (Bid Item 009) Measurement for furnishing and installing 8" diameter sanitary sewer pipe and cleanouts of the type required will be based on lineal footage measured horizontally over the centerline of the installed pipe. Payment for furnishing and installing 8" diameter sanitary sewer pipe and cleanouts of the type required will be made at the amount bid per linear foot, which payment will be complete compensation for all labor, materials, equipment, hauling, pavement cutting, asphalt concrete pavement removal, excavation, dewatering, bypass pumping, removal and disposal of waste material, pipe of the size and type required, gaskets, fittings and adaptors, installation, laying and jointing pipe and fittings, bedding, and pipe zone fill material, appurtenances, frame and lid, concrete, placement of subsequent backfill (native) materials, compaction, water, grading, cleaning, temporary pavement patching, and testing (exfiltration or low pressure air test and deflection testing), etc. required to complete the work in accordance with the Contract Documents. Select imported backfill materials are included in other bid items (See Bid Item 025). 1-09.14(K) Furnish and Install 6" PVC Side Sewer Pipe(Bid Item 010) Measurement for 6" diameter side sewer pipe of the type required will be based on lineal footage measured horizontally over the centerline of the installed pipe. Payment for furnishing and installing 6" diameter sanitary sewer pipe of the type required will be made at the amount bid per linear foot, which payment will be complete compensation for all labor, materials, equipment, hauling, pavement cutting, asphalt concrete pavement removal, excavation, dewatering, bypass pumping, removal and disposal of waste material, pipe of the size and type required, gaskets, fittings and adaptors, installation, laying and jointing pipe and fittings, bedding, and pipe zone fill material, appurtenances, placement of subsequent backfill (native)materials, compaction, water, grading, cleaning, temporary pavement patching, and testing (exfiltration or low pressure air test and deflection testing), etc. required to complete the work in accordance with the Contract Documents. Select imported backfill materials are included in other bid items(See Bid Item 025). 1-09.14(L) Furnish and Install 48" Sanitary Sewer Manhole(Bid Item 011) Measurement for furnishing and installing 48" sanitary sewer manholes will be per each for each type manhole installed in conformance with the Contract Documents. Payment for furnishing and installing 48" sanitary sewer manholes will be made at the unit price bid per reach, which payment will be complete compensation for all labor, equipment, materials hauling, pavement cutting, asphalt concrete pavement removal, dewatering, excavation, removal and disposal of waste material, foundation material, concrete base, precast concrete manhole sections, gaskets, coating system (sealer), manhole frame and lid, installation, adjustment of frames to grade, ladder and rungs, appurtenances, connections, channeling, reconnection of existing sewer(s), placement of subsequent backfill (native) materials, compaction, water, cleaning, temporary pavement patching, and testing, etc. required to complete all manholes in conformance with the Contract Documents. Select imported backfill materials are included in other bid items (see Bid Item 025). Page 6 Special Provisions 07/11/2003 1-09.14(M) Connect New Sewer to Existing Sewer Facility (Bid Item 012) Measurement for connecting the new sewer main to an existing sewer facility will be per each for connection made in conformance with the Contract Documents. Payment connecting the new sewer main to an existing sewer facility (manhole, sewer main line) will be made at the unit price bid per each, which payment will be complete compensation for all labor, equipment, excavation around and protection of existing manholes, core drilling, rechanneling existing manholes, removal of existing cleanouts (if necessary), fittings and adaptors, materials hauling, adjustment of frames to grade, relocate ladder and rungs (if necessary), connections, placement of subsequent backfill (native) materials, compaction, water, cleaning and testing, etc. required to complete all the connections in conformance with the Contract Documents. Select imported backfill materials are included in other bid items (see Bid Item 025). 1-90.14(N) 8"Ductile Iron Watermain Pipe, Cl. 52 Poly wrapped and Fittings (Bid Item 013) Measurement for furnishing and installing 8" diameter water pipe and fittings of the type required will be based on lineal footage measured horizontally over the centerline of the installed pipe. Payment for furnishing and installing 8" diameter water pipe and fittings shall be full pay to complete the work specified in the contract documents and plans, and shall include but not be limited to the following: • Locating existing utilities and potholing in advance to determine their horizontal and vertical location, • Saw cutting,trench excavation, and dewatering(if needed), • Removal, hauling and disposal of pavement, curbs, gutters, sidewalks, surplus and unsuitable excavated material and the like, • Stockpiling suitable excavated material for use as pipe bedding and trench backfill as directed by the Engineer • Furnishing, installing, laying and jointing water pipes and fittings of the size, type and class shown, ' polyethylene encasement, special fittings, horizontal and vertical bends, vertical crosses for poly- pigging, shackle rods,temporary blow-off assemblies, and all incidentals • Furnishing bedding materials,placing and compacting pipe bedding, as shown on the plans, • Placing and compacting trench backfill (native), • Testing,poly-pigging, disinfecting and flushing of water mains, • Replacing,protecting and/or maintaining existing utilities, • Restoration of public and private properties, • Select imported backfill materials are included in other bid items (See Bid Item 025). I1-90.14(0) 8" Gate Valve Assembly(Bid Item 014) Measurement for 8" gate valve assemblies will be per each for each 8" gate valve assembly installed in conformance with the Contract Documents. Payment for furnishing and installing 8" gate valve assemblies shall cover the complete cost of providing all labor, materials, equipment, valve, valve box and cover, operating nut extension, sleeves, saw cutting, dewatering, excavation, haul disposal of waste materials, shackle rods, couplings, spool piece, fittings, cleaning, chlorinating, bedding material, backfill (native), temporary pavement patching, adjustment to finished grade per contract plans and specifications. Select imported backfill materials are included in other bid items (See Bid Item 025). Special Provisions Page 7 07/11/2003 1-90.14(P) 6" Gate Valve Assembly (Bid Item 015) Measurement for 6" gate valve assemblies will be per each for each 6" gate valve assembly installed in conformance with the Contract Documents. Payment for furnishing and installing 6" gate valve assemblies shall cover the complete cost of providing all labor, materials, equipment, valve, valve box and cover, operating nut extension, sleeves, saw cutting, dewatering, excavation, haul disposal of waste materials, shackle rods, couplings, spool piece, fittings, cleaning, chlorinating, bedding material, backfill (native), temporary pavement patching, adjustment to finished grade per contract plans and specifications. Select imported backfill materials are included in other bid items (See Bid Item 025). 1-90.14(Q)- Fire Hydrant Assembly(Bid Item 016) Measurement for furnishing and installing fire hydrant assemblies will be per each for each fire hydrant assembly installed in conformance with the Contract Documents. Payment for furnishing and installing fire hydrant assemblies shall cover the complete cost of providing all labor, materials, equipment to complete the work specified in the contract documents and plans, and shall include but not be limited to the following: • Locating existing utilities and potholing in advance to determine their horizontal and vertical location, • Saw cutting,trench excavation, and dewatering(if needed), • Removal, hauling and disposal of pavement, curbs, gutters, sidewalks, surplus and unsuitable �r excavated material and the like, • Stockpiling suitable excavated material for use as pipe bedding and trench backfill as directed by the Engineer, • Furnishing and installing new 5.25 inch hydrant assembly, standpipe, shoe, Storz adapter, 6-inch DI piping(up to 18 LF per hydrant run),vertical extension and adjustment to finished grade, • Furnishing and installing main line tee and shut-off gate valve, valve box and cover, valve stem extension, valve and hydrant location marker, shackle rods and concrete blocking, polyethylene encasement, adjustment to finished grade, and all incidentals, • Placing and compacting of bedding materials, • Placing and compacting trench backfill (native), • Testing,poly-pigging, disinfecting and flushing of new hydrants • Replacing,protecting and/or maintaining existing utilities • Select imported backfill materials are included in other bid items (See Bid Item 025). t w w1 Page 8 Special 07/11/2003 3 1-90.14(R) /4»Water Service Connection (Bid Item 017) Measurement for furnishing and installing water service, meter setter, water meter, meter box and connection of the type and size shown will be per each water service and shall be installed in conformance with the Contract Documents. Payment for furnishing and installing water service of the type and size shown size as shown shall be full pay to complete the work specified in the contract documents and plans, and shall include but not be limited to the following: • Locating existing utilities and potholing in advance to determine their horizontal and vertical location, • Saw cutting, trench excavation, and dewatering(if needed), • Removal, hauling and disposal of pavement, curbs, gutters, sidewalks, surplus and unsuitable excavated material and the like, • Excavation as needed, • Boring or tunneling, "hole-hogging"to install new water service line, • Furnishing and installing new corporation stops for 3/4-inch, • Furnishing and installing new 3/4-inch,copper water service lines, meter setters and meter boxes, • Testing, disinfecting and flushing of new service lines, • Furnishing and installing approved couplers and adapters, • Final connection to the existing private water service lines behind the meters and property lines, • Placing and compacting of bedding materials, • Placing and compacting trench backfill (native), • Replacing,protecting and/or maintaining existing utilities, • Restoration of public and private properties, ' • Select imported backfill materials are included in other bid items (See Bid Item 025). 1-90.14(5) 3/4"Water Service Connection-(No Meter) (Bid Item 018) Measurement for furnishing and installing water service, meter setter, meter box and connection of the type and size shown will be per each water service and shall be installed in conformance with the Contract Documents. Payment for furnishing and installing water service of the type and size shown size as shown shall be full pay to complete the work specified in the contract documents and plans, and shall include but not be limited to the following: • Locating existing utilities and potholing in advance to determine their horizontal and vertical location, • Saw cutting, trench excavation, and dewatering(if needed), • Removal, hauling and disposal of pavement, curbs, gutters, sidewalks, surplus and unsuitable excavated material and the like, • Excavation as needed, • Boring or tunneling, "hole-hogging"to install new water service line, • Furnishing and installing new corporation stops for 3/4-inch and 1-inch services, tapped tees and 2-inch gate valves for 1.5-inch and 2-inch services, • Furnishing and installing new 3/4-inch, copper water service lines,meter Setters and meter boxes, • Testing, disinfecting and flushing of new service lines, Special Provisions Page 9 07/11/2003 E 0 installing approved couplers and adapters, Furnishing rove g and pp p p • Placing and compacting of bedding materials, E • Placing and compacting trench backfill (native), • Replacing,protecting and/or maintaining existing utilities, • Restoration of public and private properties, • Select imported backfill materials are included in other bid items (See Bid Item 025). 1-90.14(T) 1"Air Release Valve(Bid Item 019) Measurement for furnishing and installing 1" air release valve of the type and size shown will be per each and shall be installed in conformance with the Contract Documents. Payment for furnishing and installing air-release valve of the type and size shown size as shown shall be full pay to complete the work specified in the contract documents and plans, and shall include but not be limited to the following: • I"air and vacuum release valve • Saw cutting,trench excavation, and dewatering(if needed) 11rr • Removal, hauling and disposal of pavement, curbs, gutters, sidewalks, surplus and unsuitable excavated material and the like • Excavation as needed • Furnishing and installing new corporation stops for 1-inch water,tapped tees • Installation per Renton standard detail BR51 • Placing and compacting of bedding materials • 1-inch gate valve • Placing and compacting trench backfill(native) • Replacing,protecting and/or maintaining existing utilities • Restoration of public and private properties • Select imported backfill materials are included in other bid items(See Bid Item 025). ► 1-90.14(U) 2"Permanent Blow-Off Assembly(Bid Item 020) Measurement for furnishing and installing 2" permanent blow-off assembly of the type and size shown will be per each and shall be installed in conformance with the Contract Documents. Payment for furnishing and installing permanent blow-off assembly of the type and size shown size as E shown shall be full pay to complete the work specified in the contract documents and plans, and shall include but not be limited to the following: • 2"Permanent Blow-Off Assembly • Saw cutting, trench excavation, and dewatering(if needed) • Removal, hauling and disposal of pavement, curbs, gutters, sidewalks, surplus and unsuitable excavated material and the like • Excavation as needed • Furnishing and installing new 2-inch close nipple or plug and 2-inch 90°elbow • 2" gate valve Valve nut extension as required «,K • Valve box,meter box • 2-inch galvanized pipe • Installation per Renton standard detail BR25A Page 10 Special 07/11/2003 • Placin g and compacting of bedding materials P g • Placing and compacting trench backfill (native) • Replacing,protecting and/or maintaining existing utilities • Select imported backfill materials are included in other bid items(See Bid Item 025). • Restoration of public and private properties 1-90.14(V) Connection to Existing Water Main (Bid Item 021) Measurement for connections to existing mains will be per each for each connection to an existing main in conformance with the Contract Documents. Payment for connections to existing mains shall cover the complete cost of providing all labor, materials, equipment to complete the final connection and all work specified in the contract documents and plans, and shall include but not be limited to the following: • Locating existing utilities and water mains and potholing in advance to determine their horizontal and vertical location, • Saw cutting, trench excavation, and dewatering(if needed), • Removal, hauling and disposal of pavement, curbs, gutters, sidewalks, surplus and unsuitable excavated material and the like, • Stockpiling suitable excavated material for use as pipe bedding and trench backfill as directed by the Engineer, • Installation of concrete dead-man blocks around existing water mains in advance of the final connections, • Furnishing, installing, laying and jointing water pipes, fittings, and all necessary couplings of the size, type and class shown, polyethylene encasement, special fittings, horizontal and vertical bends, shackle rods, removal of temporary blow-off assemblies, disinfecting the pipes and fittings and all incidentals to complete the connection according to the contract plans and specifications, • Furnishing bedding materials,placing and compacting pipe bedding,as shown on the plans, • Placing and compacting trench backfill (native), • Replacing,protecting and/or maintaining existing utilities • Select imported backfill materials are included in other bid items(See Bid Item 025). 1-09.14(W) Concrete for Thrust Blocking,Dead-Man Anchor Blocks (Bid Item 022) Measurement for concrete for thrust blocking, dead-man anchor blocks will be per cubic yard for all concrete installed for thrust blocking and dead-man anchor bolts in conformance with the Contract Documents. Payment for furnishing and installing concrete for thrust blocking, dead-man anchor blocks shall cover the complete cost of providing all labor, materials, equipment, excavation, haul dispose of waste, dewatering, concrete vertical and horizontal blocks, dead-man anchor bolts, reinforcing steel, shackle rods, clamp assembly, anchor bolts, and necessary form work. Concrete material weights shall be verified by providing a copy of certified truck tickets, which will accompany each load. 1-09.14(X) Removal of Existing Hydrants,Valve Boxes & other Appurtenances (Bid Item 023) Measurement for removal of existing fire hydrants, valve boxes&other appurtenances will be per lump sum for removal of all existing fire hydrants, valve boxes&other appurtenances in conformance with the Contract Documents. tspecial Provisions Page 11 07/11/2003 Payment for removal of existing f ire hydrants, valve boxes & other a pp urtenances shall cover the complete cost of providing all labor, materials, equipment, dewatering, excavation, replacement and compaction of backfill materials, capping existing pipes to be abandoned, removal and disposal of existing pipes, valve boxes, bollards as shown on the plans, removal and delivery of existing salvaged hydrants and meter boxes to the City Shops, and final clean-up. mw 1-09.14(Y) Removal and Replacement of Unsuitable Foundation Material(Bid Item 024) Measurement for removal and replacement of unsuitable foundation material shall be measured in Tons based on the placed weight of material installed. Placement of foundation material will be measured only for the area(s) authorized by the ENGINEER. Certified weight tickets shall accompany each load, a copy Ab of tickets shall be given to the ENGINEER daily. Wasted materials will not be included in the measurement or payment. Payment for removal and replacement of unsuitable foundation material will be made at the amount bid per ton, which payment will be complete compensation for all, labor, materials, equipment, excavation, foundation materials, haul, placement, water, compaction, removal and disposal of waste material, etc. required to complete this item of work in conformance with the Contract Documents. 1-09.14(Z) Select Imported Trench Backfill(Bid Item 025) Measurement for select imported backfill, shall be measured in Tons based on the weight of material installed into the work. Certified weight tickets shall accompany each load, a copy of tickets shall be given to the ENGINEER daily. Wasted materials will not be included in the measurement or payment. Only materials placed within the pay limits shown will be considered for payment. Material placed outside of the pay limits shown on the plans or as approved by the ENGINEER will be deducted from the certified tickets. Payment for select imported backfill will be made at the amount bid per ton, which payment will be complete compensation for all labor, materials, equipment, hauling, placement, water, compaction, removal and disposal of waste materials, etc. required to complete this item of work in conformance with the Contract Documents. 1-09.14(AA) Asphalt Pavement Class `B' Road Rebuild Including Crushed Surf, Top Course (Bid Item 026) Measurement for asphalt pavement (ACP) shall be measured in square yards, horizontally over the completed surface of the roadway. Asphalt pavement measurement width shall be as defined by the limits of pavement shown in the Construction Plans,unless otherwise approved by the ENGINEER. Payment for asphalt pavement (ACP), including crushed surfacing top course and asphalt concrete, will be made at the amount bid per square yards of asphalt concrete, which payment will be complete compensation for all labor, materials, haul, existing asphalt concrete roadway removal, existing subgrade removal, surface preparation, grading, gravel materials including crushed surfacing top course, compaction, water, temporary trench patch (placement and removal), pavement saw cutting, asphaltic materials, tack oil,placement, crushed rock surfacing top course for private gravel driveway adjustments, cleanup, etc. required to complete this item of work in conformance with the contract documents. No ib additional payment will be made for work necessary to correct ACP not installed in accordance with specifications. Mr Page 12 Special Provisions 2003 �M 1-09.14(AB) Asphalt Patch Class `B' Including Crushed Surfacing Top Course(Bid Item 027) Measurement for asphalt concrete patch shall be measured in square yards, horizontally over the completed surface of the trench. Pavement repair measurement width shall be as defined by the limit of trench patch payment shown in the Contract Documents, unless otherwise approved by the ENGINEER. Ir Payment for asphalt concrete patch, including crushed surfacing top course and asphalt concrete, will be made at the amount bid per square yards, which payment will be complete compensation for all labor, materials, haul, surface preparation, gravel materials including crushed surfacing top course, compaction, water, temporary trench patch (placement and removal), pavement saw cutting, asphaltic materials, tack oil, placement, final trench patch, cleanup, etc. required to complete this item of work in conformance with the contract documents. No additional payment will be made for work necessary to correct an asphalt concrete patch not installed in accordance with specifications. 1-09.14(AC) Replace Pavement Markings and Traffic Buttons (Bid Item 028) Measurement for replace pavement markings shall be per lump sum replacement of all crosswalks, railroad crossing markers, lane markers and all other traffic control elements as shown in the Contract Documents and/or that exist prior to construction which are damaged, disrupted or removed as a result of construction of this project, unless otherwise approved by the ENGINEER. Payment for replace pavement markings shall be made per lump sum, which payment will be complete compensation for all labor, equipment, materials, hauling, paint, traffic buttons, thermoplastic markings, preparation, finishing, cleanup, etc. required to compete this item in conformance with the Contract Documents. 1-09.14(AD) Removal and Replacement of Concrete Sidewalk and Driveways (Bid Item 029) Measurement for removal and replacement of concrete sidewalk and driveways shall be in square yards of sidewalk and driveway repair required for installation of utilities as shown in the Contract Documents, unless otherwise approved by the ENGINEER. Payment for removal and replacement of concrete sidewalk and driveways will be made at the amount bid per square yard, which payment will be complete compensation for all labor, equipment, materials, removal of existing, materials hauling, preparation, forming, placement, finishing, cleanup, etc. required to compete this item in conformance with the Contract Documents. 1-09.14(AE) Removal and Replacement of Concrete Curb (Bid Item 030) Measurement for removal and replacement of concrete curb shall be in lineal feet of curb repair required for installation of utilities as shown in the Contract Documents, unless otherwise approved by the ENGINEER. Payment for removal and replacement of concrete curb will be made at the amount bid per lineal foot, which payment will be complete compensation for all labor, equipment, materials, removal of existing, materials hauling, preparation, forming, placement, finishing, cleanup, etc. required to compete this item in conformance with the Contract Documents. Special Provisions Page 13 07/11/2003 f DIVISION 5 SURFACE TREATMENTS AND PAVEMENTS 5-04 ASPHALT CONCRETE PAVEMENT 5-04.3(5) Conditioning the Existing Surface The Contractor shall maintain existing surface contour during patching, unless instructed by City Engineer. 5-04.3(5)Preparation of Existing Surface The Contractor shall provide their own mechanical sweeping equipment. The sweeper will be on the project prior to the start of paving, to insure the streets to be paved are clean before the tack coat is applied. The sweeper will keep the streets clean ahead of the paving machine and clean the streets behind the empty trucks that have dumped their loads into the paving machine. The sweeper must sweep all streets made dirty by the CONTRACTOR'S equipment. If the paving machine is "walked" from one site to another, the sweeper must sweep up behind paving machine. The sweeper shall not leave the overlay site until given permission by the City's inspector. All utilities shall be painted with a biodegradable "soap" to prevent the tack and ACP from sticking to the lids. Diesel will not be used. After the application of soap, catch basins must be covered to prevent tack and ACP from getting into catch basins. Preparation of existing surface shall be done as outlined in this section and a tack coat shall be applied at the rate of 0.02 to 0.08 gallons per square yard. Payment for preparation of the surface and application of the tack coat shall be considered incidental to the paving and no separate payment shall be made. The Contractor shall locate all utilities for access immediately after any paving and mark the location by means of painting a circle around the location and scooping a portion of asphalt 4" - 6" in diameter and the depth of the overlay from the center of the utility location. The Contractor shall locate and completely expose gas and water valves for access immediately after final rolling. The day following the start of application of ACP, utility adjustments must begin. The Contractor shall have an adjustment crew adjusting utilities every workable working day until adjustments are complete. During the adjustment of any utility, existing concrete bricks or grouting material that has been broken or cracked shall be removed and replaced at the CONTRACTOR'S expense. Utility adjustments must be completed within 15 working days after overlay is complete, and within the specified working days. Payment for utility adjustments includes all labor, materials, tools, and equipment necessary to complete the adjustments and is incidental to pay item for Asphalt Patch(1-09.14(Z)). Page 14 Special Provisions 07/11/2003 5-06 TEMPORARY RESTORATION IN PAVEMENT AREAS (Additional Section) 5-06.1 Description (Additional Section) Pavement areas that have been removed by construction activities must be restored by the Contractor prior to the end of each working period,prior to use by vehicular traffic. Within paved streets, the Contractor may use temporary pavement to allow vehicular traffic to travel over the construction areas. Temporary pavement shall be placed around trench plates or others devices used to cover construction activities in a manner that provides a smooth and safe transition between surfaces. Within paved alleys,the Contractor may use the compacted backfill to allow vehicular traffic to travel over the construction areas. Trench plates or others devices used to cover construction activities shall be placed and anchored in a manner that provides a smooth and safe transition between and across surfaces. 5-06.2 Materials(Additional Section) Materials for temporary restoration in pavement areas shall be `Cold Mix'. The composition of other components of the temporary asphalt pavement shall be determined by the Contractor to provide a product suitable for the intended application. The Contractor shall not use materials that are a safety or health hazard. Temporary pavement material that does not form a consolidated surface after compaction shall be considered unsuitable and shall be removed from the site. Unsuitable temporary pavement shall be disposed of offsite. 5-06.3 Construction Requirements (Additional Section) �r The roadway subsurface shall be prepared for the temporary pavement as defined in Section 2-06. Temporary pavement areas greater than ten(10) square feet shall be a minimum of four(4) inches thick and roller compacted to consolidation. The completed pavement shall be free from ridges,ruts,bumps, depressions, objectionable marks, or other irregularities. The Contractor shall immediately repair,patch, or remove any temporary pavement that does not provide a flat transition between existing pavement areas. All temporary asphalt pavement shall be removed from the site by the end of the project and shall not be used as permanent asphalt pavement or subgrade material. Special Provisions Page 15 07/11/2003 r- DIVISION 7 DRAINAGE STRUCTURES, STORM SEWERS, SANITARY SEWERS, WATER MAINS AND CONDUITS 7-05 MANHOLES,INLETS,AND CATCH BASINS 7-05.3 Construction Requirements (Supplemental Section) Pipe to manhole couplings shall be equal to a "Kor-n-Seal"boot. Manhole base sections shall be placed on a graded and firmly compacted granular bedding course conforming to the requirements for sewer bedding in Section 7-17.3(1)B of the Standard Specifications. The bedding shall be at least 6-inches thick and extend at least 12-inches beyond the limits of the base section all around. The bedding must be graded to ensure uniform contact and support of the manhole in a true vertical position. IM► Manhole channels shall conform to the City's standard details and the construction plans. All manholes shall be installed with locking frame and cover as shown on City of Renton detail BR29. tip 7-05.3(1) Adjusting Manholes to Grade(Supplemental Section) The Contractor shall construct manholes so as to provide adjustment space for setting cover and casting to a finished grade as shown on the construction plans. Manhole ring and covers shall be adjusted to the finished elevations per standard detail BR29, SP Page 13074, prior to final acceptance of the work. Manholes in unimproved areas shall be adjusted to 6-inches above grade. 7-05.3(3) Connection to Existing Manholes (Supplemental Section) Connections to existing manholes shall be core drilled. Couplings shall be equal to "Kor-n-Seal" boots. Existing manholes shall be cleaned, repaired, and rechanneled as necessary to match the new pipe configuration and as shown on the construction plans. irr E Page 16 Special Provisions 07/11/2003 Manhole Coatings Additional Section 7-05.3(5) g ( ) All new sanitary sewer manholes shall be coated as specified below. The following coating system specifications shall be used for coating(sealing) all interior concrete surfaces of manholes. Coating Material: High Solids Urethane Surfaces: Concrete Surface Preparation: In accordance with SSPC SP-7 (Sweep or brush off blast) Application: Shop/Field The drying time between coats shall not exceed 24 hours in any case System Thickness: 6.0 mils dry film Coatings: Primer: One coat of Wasser MC-Conseal high solids urethane (2.0 DFT) Finish: Two or more coats of Wasser MC-Conseal (min.4.0 DFT) Color: White 7-08 GENERAL PIPE INSTALLATION REQUIREMENTS 7-08 Materials (Revised Section) 7-08.3(1)C Pipe Bedding(Supplemental Section) PVC pipe shall be bedded in accordance with the requirements of Section 7-08.3(1)C, of the Standard Specifications, and the construction plans. Bedding material for flexible pipe shall meet the requirements of Section 9-03.16. Hand compaction of the bedding materials under the pipe haunches will be required. Hand compaction shall be accomplished by using a suitable tamping tool to firmly tamp bedding material under the haunches of the pipe. Care shall be taken to avoid displacement of the pipe during the compaction effort. Compaction shall provide adequate support along the pipe to prevent settling of the pipe. Special Provisions Page 17 07/11/2003 7-08.3(1)D Pipe Foundation (Additional Section) Pipe foundation in poor soil: When soft or unstable material is encountered at the f�► subgrade which, in the opinion of the Engineer, will not uniformly support the pipe, such material shall be excavated to an additional depth as required by the Engineer and backfilled with foundation gravel material placed in maximum 12-inch lifts. Foundation gravel shall be ballast and conform to the requirements of Section 9-03.9(1) of the Standard Specifications. Corrections faulty grade; Excess excavation below the required grade shall be backfilled with foundation gravel as specified above and thoroughly compacted to the required grade line. Mir Foundation Material used for sanitary sewers shall be as follows: lk Ballast Section 9-03.9(1) 7-08.3(1)E Trench Dewatering(Additional Section) Dewatering may be required during construction of the sewer and water lines. Dewatering shall be considered incidental to bid items for installation of the utilities. If necessary, dewatering may consist of a combination of trench pumping, well points, it and/or wells, and must satisfy the following requirements: Prevent water from entering the trench and maintain dry trench conditions at the foundation level. • Prevent caving of the trench walls related to water migration through the walls. Minimize turbidity in the effluent by utilizing properly sized filter pack materials on sumps, wells, and well points. F, • Preserve strength of foundation soils. • Recovery of water levels may be rapid if pumping is interrupted. The Contractor shall provide standby equipment installed and ready to operate to ensure continuous pumping. • When wells and/or well points are no longer required, they shall be removed, backfilled, and abandoned. Wells can be left in place except the top three feet must be removed and provided they are abandoned in accordance with Chapter 173-160 WAC. • Turbid water must be treated if discharged to the storm system. Discharge of dewatering effluent to the storm system must comply with DOE dewatering permit conditions. The Contractor is required to obtain this permit prior to discharging dewatering effluent to the storm sewer system. All costs necessary to treat and monitor the dewatering effluent in accordance with the permit shall be the CONTRACTOR'S responsibility. • The dewatering program must be completed in such a way as to avoid excessive dewatering related settlement of adjacent facilities. Page 18 Special Provisions 07/11/2003 7-08.3(l)F Hazardous Waste Training(Additional Section) Construction crews working with excavated soils shall be 40 hour trained in safety requirements for working with hazardous materials should they be encountered. 7-08.3(2) Laying Sewer Pipe 7-08.3(2)A Survey Line and Grade (Replacement Section) The Contractor is required to provide construction staking and shall be responsible for securing the services of a professional land surveyor or qualified engineer who shall provide all survey staking needed in conjunction with the project. The Contractor shall assume full responsibility for the accuracy of the staking and shall provide all replacement staking or re-staking needed. The Contractor shall paint the project stationing baselines on the ground at 50 foot intervals. The CONTRACTOR'S surveyor shall provide the original field notes and a set of the field notes which shall contain as a minimum the centerline station and offset and cut to each, manhole, side sewer, and all other changes in alignment or grade as may be needed to draw accurate as-constructed records of the project. These notes shall be kept legibly, in a format conforming to good engineering practice in a hard covered field book. It shall be the CONTRACTOR'S responsibility to record the location, by centerline station, offset, and elevation, of all existing utilities uncovered or crossed during his work as covered under this project. It shall be the CONTRACTOR'S responsibility to have his surveyor locate by centerline station, offset, and elevation, each major item of work done under this contract. Major items of work shall be defined to include the following items: Manholes, Catch Basins and Cleanouts Casing end points Major changes in design grade(s) After completion of the work covered by this contract, the CONTRACTOR'S surveyor shall provide to the Engineer the hard cover field book(s) containing the construction staking and as-built notes, and one set of white prints of the construction drawings upon which he has plotted the locations of existing utilities, and one set of white prints of the construction drawings upon which he has plotted the as-built location of the new work as recorded in the field book(s). This drawing shall bear the surveyor's seal and signature certifying its accuracy. tSpecial Provisions Page 19 07/11/2003 7-08.3(2)B Pipe Laying (Supplemental Section) f" Isolated grade deviations limited to less than 18 feet in length (each) due to pipe bellies No or pipe settling shall not exceed one-half inch. The pipe shall be installed to within the tolerances specified in Division 10 of these specifications. 7-08.3(3)A Backfilling Water and Sanitary Sewer Trenches (Supplemental Section) Backfill shall conform to the requirements noted on the plans. Select backfill is required where native material is not suitable as determined by the Engineer. Select backfill shall ` be per Section 9-03.12(1)C to the base of the subgrade. The remaining depth shall be restored as noted on the plans. To the maximum extent available, suitable material obtained from trench excavation shall be used for trench backfill. All material placed as trench backfill shall be free from rocks or stones larger than 8 inches in their greatest dimension, brush, stumps, logs, roots, debris and organic or other deleterious materials. No stones or rock shall be placed in the upper three feet of trench backfill. Rock or stones within the allowable size limit incorporated in the remainder of fills shall be distributed so that they do not congregate or interfere with proper compaction. Backfill within paved areas shall be compacted to at least 95 percent of maximum dry density as determined by the modified proctor compaction test, ASTM D1557. This includes the foundation, backfill, and base course materials. Maximum lift thickness of backfill shall not exceed 24 inches between the top of the bedding and 4 feet below grade and 12 inches from 4 feet below grade to the base of the subgrade. The Engineer may be on-site to collect soil samples and to test compaction. The Contractor shall provide site access at all times for compaction testing and sample collection. Areas of the trench which fail to meet the compaction requirements shall be removed and replace and re-compacted at the CONTRACTOR'S expense. j The Contractor shall be responsible for any settlement of backfill, sub-base, and pavement which may occur during the period stipulated in the contract conditions. All repairs necessary due to settlement shall be made by the Contractor at his expense. Backfill in unimproved areas shall be compacted to at least 90 percent of maximum dry density as determined by the modified proctor compaction test,ASTM D1557 7-17 SANITARY SEWERS 7-17.2 Materials (Replacement Section) Gravity sewer pipe shall be as specified herein and as shown on the plans. The Contractor shall provide two copies of the pipe manufacturer's technical literature and tables of dimensional tolerances to the Engineer. Any pipe found to have dimensional tolerances in excess of those prescribed or having defects which prevent adequate joint seal or any other damage shall be rejected. If requested by the Engineer, not less than three nor more than five lengths of pipe for each size, selected from stock by the Engineer, shall be tested as specified for maximum dimensional tolerance of the respective pipe. tT Materials shall meet the requirements of the following sections: PVC Sewer Pipe Section 9-05.12 Page 20 Special 07/11/2003 7-17.3(2)F General (Supplemental Section) Side sewers stubbed to the property line shall be air-tested. 7-17.3(2)H Television Inspection (Replacement Section) rThe Engineer will require that all sanitary sewer lines be inspected by the use of a television camera before final acceptance. The costs incurred in making the initial inspection will be borne by the owner of the sanitary sewer. The Contractor shall bear all costs incurred in correcting any deficiencies found during television inspection including the cost of any additional television inspection that may be required by the Engineer to verify the correction of said deficiency. The Contractor shall be responsible for all costs incurred in any television inspection performed solely for the benefit of the Contractor. The video inspection shall be done after the manholes have been channeled and the line cleaned and flushed. The video inspection shall be done with a minimum flow of water in the pipe and inspected in the direction of the flow unless otherwise directed by the ENGINEER. The camera shall have rotational capabilities and be used by the operator to view up each side sewer connection and provide best views of any non-conforming items. Once the television inspection has been completed the contractor shall submit to the Engineer the written reports of the inspection plus the video tapes. Said video tapes are to be in color and compatible with the City's viewing and recording systems. The City system accepts 1/2"wide high density VHS Tapes. The tapes shall be run at standard speed SP (15/16 I.P.S.). The CONTRACTOR shall use TV inspection report forms as considered industry standard and as approved by the OWNER,and provide completed forms and video tapes of the completed TV inspection to the OWNER. The costs incurred by the CONTRACTOR will be covered by the bid item for such television inspections, and all costs associated with the initial inspection and any requested additional inspections shall be included. Special Provisions Page 21 07/11/2003 L DIVISION 8 MISCELLANEOUS CONSTRUCTION 8-13 MONUMENT CASES 8-13.1 Description (Supplemental Section) Add the following: The CONTRACTOR shall retain the services of a registered surveyor for re-establishing monuments impacted by construction. 8-13.3 Construction Requirements (Revised Section) Revise last sentence: The monument will be furnished and set by the CONTRACTOR'S SURVEYOR. " DIVISION 9 MATERIALS 9-03 AGGREGATES 11r 9-03.12(1)C Select Backfill for Sewer, Storm and Water Trenches (Additional Section) Aggregate for Select Backfill shall consist of granular material, either naturally occurring or processed, and shall meet the following requirements for grading and quality: Sieve Size Percent Passing 1-1/4" square 100* '/4" square 25 min. U.S.No.40 40 max. U.S.No. 200 7.0 max. Sand Equivalent 50 min. Page 22 Special Provisions 07/11/2003 No w .- STANDARD PLANS STDPLAN DOC\ i Standard Detail Table of Contents Detail Dw2 Name SP Page Sanitary Manhole Typical Detail BR28 B071 i Manhole Frame and Cover BR29 B074 Typical Utility Cover Adjustment for BR36 B001 Pavement or Overlay Miscellaneous Manhole Details B24 B034 8 Inch Clean-Out BW 18B B076 Standard Side Sewer Installation BR39 B078 Air Test Table for Sewer Mains BR07 B083 Concrete Blocking Sizing Procedure BR26 B085 Blocking for Convex Vertical Bend B22 B086 Shackle Rodding and Tie Bolts BR27 B089 Valve Operating Nut Extension BR46 B090 1"Air&Vacuum Release BR50 B094 Fire Hydrant Assembly Detail BR24 B 102 Hydrant Markers BR24A B 103 Temporary 2"Blow-Off Assembly BR25 B 104 Permanent 2"Blow-Off Assembly BR25A B 105 3/4"& 1" Water Service BR41 B106 Vertical Cross for Polypigging BRX5 BI 14 Existing Utility Conflicts N/A N/A Typical Concrete Deadman Anchor N/A N/A Dechlorination BR40 B110 Channelization Markers Detail HR01 H001 Channelization Markers Detail HR02 H002 Raised Pavement Markers HR08 H007 Pavement Marking Details HR03 H008 Thermoplastic Crosswalk HR13 H012 Monument Case &Cover HR04 H031 s MANHOLE FRAME AND COVER 6' SEE DRAWING BR29 12" MAX. 24 ADJUSTMENT (4" MIN.) CONE D' RUBBER GASKETED JOINTS IN ACCORDANCE WITH ASTM C-443 STEPS — 3/4" DEFORMED BAR STEPS SHALL BE INCLUDED CONCRETE RISER BY PIPE INC., 7' MIN. OR APPROVED EQUAL. A' 1 12" (TYP) MAX. PIPE SIZE — 'E T— LADDER—STD. ALUMINUM OR GALVANIZED STEEL MORTAR FILLET CONCRETE SHELF r 1% PRECAST BASE SECTION OR CAST IN SHELF. 6 'B' e: 6".MIN. (TYP) SANITARY MANHOLE TYPICAL DETAIL NOT TO SCALE NOTES: 1. STEPS TO BE 3/4" 0 DEFORMED BAR GALVANIZED SAFETY STEPS OR EQUAL. 2. STEPS ARE TO BE IN PLACE BEFORE MANHOLE SECTIONS ARE INSTALLED. 3. CASTING TO BE PER DRAWING BR29. 4. MANHOLE SECTIONS TO BE OF REINFORCED PRECAST CONCRETE. 5. ALL JOINTS SHALL BE GROUTED. 6. SANITARY SEWER MANHOLES SHALL HAVE ALL INTERIOR SURFACES, INCLUDING CHANNELING, COATED (SEALED) WITH A HIGH SOLIDS URETHANE COATING; WASSER MC—CONSEAL OR APPROVED EQUAL; COLOR OF COATING SHALL BE WHITE. 7. RUBBER GASKETED JOINTS SHALL BE IN CONFORMANCE WITH ASTM C-443. 8. CHANNEL HEIGHT SHALL BE A MINIMUM OF 3/4 THE INSIDE DIAMETER OF THE LARGEST PIPE. 9. CONNECTIONS TO MANHOLE SHALL BE MADE USING GPK ADAPTOR, KOR—N—SEAL BOOTS OR IF APPROVED EQUAL. . 10. MANHOLES EQUAL TO AND GREATER THAN 20 FEET DEEP SHALL HAVE A "SURETRACK" CLIMBING AND FALL PROTECTION SYSTEM INSTALLED. SANITARY MANHOLE TYPICAL DETAIL 48" MH 48" 6" MIN, 5"MIN 24" MIN, 21" I.D. \( Y ADOPTED 54" MH 54" 8" MIN. 5.5" MIN. 24" MIN. 24" I.D. ,y CITY OF RENTON 60" MH 60" 8" MIN. 6" MIN. 42 MIN. 30' I.D. + •= �- + STANDARD PLANS N �� LST DATE: . 04/10/03 Revised notes. JDH DMC 10/17/96 Added notes. DCV AG DATE REVISION BY APPR'D DWG. NAME: BR28 SP PAGE: 8071 SPECIFY (a O LETTERING -7FI ° oo °° oo 25" 3„ 6„ 8 rr' 1 2'T I - 233//-- 2 334„ NOTES- 1 . ALL COVERS SHALL BE LOCKING LID PER INLAND FOUNDRY CO. INC. No. 817 (LOCKING) OR EQUAL. 2. USE FRAME AND COVER FOR STORM (SPECIFY "DRAIN" ON COVER), SANITARY (SPECIFY "SEWER"), OR WATER (SPECIFY "WATER"). MANHOLE FRAME . AND COVER Y O ADOPTED U � CITY OF RENTON STANDARD PLANS 0 LST DATE: . 04/10/03 Revised notes and Detail. JDH DMC 10/17/96 Added notes. DCV AG DATE REVISION BY APPR'D DWG. NAME: BR29 SP PAGE: 8074 SEAL WITH AR 4000 AND DRY SAND AFTER PATCHING t PATCHED AREA A A COVER PLAN l'—O"T OUTSIDE DIA. 1'—O" 2" A.C. CLASS "G" 4" CONCRETE SECTION A-A 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 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 SEE CITY OF RENTON SUPPLEMENTAL ADJUSTMENT FOR SPECIFICATIONS SECTION 7-05.3(1 ). PAVEMENT OR OVERLAY If Y O ADOPTED C) a% � CITY OF RENTON ♦ STANDARD PLANS �F NA O� LST DATE: . 04/10/03 Revised notes and Detail. JDH DMC 10/17/96 Added notes. DCV AG DATE REVISION BY APPR'D DWG. NAME: BR36 SP PAGE: 8001 T �- Q M C CN tnJ Z mot ° u c a E E (L o .-_. O W N °uF O > - ° o+ OQ G � c 00 W U O - V E E w 1-- r N Z LLI O ° u a o - m own + p J co- + ' L L - U O D w + E vv- ._ Q WJ - °o - DLO XVW ,6 6 JUO °o z L. o n p NX- > o E (1) N W O Oa Q NL L [T7 N m n D+ c - Q Z y -r -`F E O .� + v v n - O 3 + O T Q N n U C L C C L co W O 4' 0 0 0 N + f E •- + Q I o O n r a �n t C C UaL NO - O � ZIP to w w E v 9, a0 L t- 'D o d N U_L N p + N 0 _ N ' TL C L + C ja V O+ + L D C o W ' O O Oa fn+ L C L a W ui+-N N +O U L +O D O E W N 0 E D U) o� L U L•- + O L L O 0 - cvo c o U: L O O- O O L c 0 Q. + m ° 1 wa- - + ° m L + a d NIW W C cl i r z (7 W Cj C) 61 W D 'z N Z W r C] E C o - a: v a O I ll ^ Lid a C) NIW NIW CL LLJ -� Z 7 N O GIs o! Z - _ W co p -� L N Z N o ° a, L t 119 _ C > a• vo U U U ' - > u L E E O m O ` y+ Z�> E U ID O E V En 0 +- Z O L D L +- O + -. CD - CD L- L L m V1-• V� cn W L v L L .-+ 8 v � - • c ---� V 3 in N 3 O OL N o 71 _ kD N ti a, C) V V C ` c c In U L N L } O d O d O r V 00 v v � A A 2'-0' CONCRETE CLASS 3000 4-3/4" 12"o 2 FIBER JOINT It- 15-4" PACKING SECTION A-A 45' (1/8) BEND B B PIPE MATERIAL AS SPECIFIED 1� BY THE ENGINEER pQ 83,. �'. 5 1 ; 8 r �14 SECTION B-B CAST IRON RING AND COVER — - �� PLUG TO BE SEALED II IN SAME MANNER AS MAIN SEWER JOINTS. 6 INCH OR NOTES: 8 INCH CLEAN - OUT 1. ALL CLEANOUTS SHALL BE INLAND FOUNDRY CO. INC. No. 247. 2. IN UNIMPROVED AREAS, POUR A 1'-0" THICK, 2'-0" SQUARE CONCRETE, CLASS 3000, PAD AROUND THE RING AND COVER. �� Y O ADOPTED 3. IN ASPHALT ROADWAYS, RESTORE AROUND CLEANOUT RING AND C) J� CITY OF RENTON COVER AS REQUIRED BY STANDARD DETAIL DRAWING BR36. + m + STANDARD PLANS N A O� LST DATE: . 04/10/03 Revised notes. JDH DMC 10/17/96 Added notes. JDCV AG DATE REVISION I BY APPR'D DWG. 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