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cD i G t4 a L Co 1RA COHAttkl Ahoo41 ; 5 5001 855. 36 Award Date: RAIL 26, 2004 CAG 04- 034 Awarded to: e) ED CONS fluetioH , Lc. 20219- 11 -11 Au6 Sl✓ St ovu,Mfs11_ 425- 4 86- 1 280 c>7"(C c„ Bidding Requirements, City of Renton Forms, Contract Forms, City of Renton Conditions of the Contract, Plans and Specifications Construction of: TALBOT HILL WATER MAIN REPLACEMENT PROJECT PHASE 1 PROJECT NO. WTR-27-3142 iirt APRIL 2004 City of Renton kw 1055 South Grady Way Renton, WA 98055 General Bid Information: (425)430-7200 ir Water Utility Engineering Contact: Rick Moreno (425)430-7208 lrr' stir wr CITY OF RENTON tre RENTON, WASHINGTON CONTRACT DOCUMENTS for the TALBOT HILL WATER MAIN REPLACEMENT PHASE 1 PROJECT NO. WTR-27-3142 APRIL 2004 BIDDING REQUIREMENTS CONTRACT FORMS CONDITIONS OF THE CONTRACT SPECIFICATIONS PLANS Wry ��F bV v$(yly •� yt �t,?1r �• -Ts I_")sy r �. CITY OF RENTON WATER UTILITY 1055 South Grady Way Renton, WA 98055 CITY OF RENTON WTR-27-3142 rr TALBOT HILL WATER MAIN REPLACEMENT PHASE 1 CONTRACT DOCUMENT TABLE OF CONTENTS Summary of Fair Practices Policy Summary of Americans with Disabilities Act Policy Scope of Work Vicinity Map Instructions to Bidders ) Call for Bids *Combined Affidavit & Certificate Form: Non-Collusion Anti-Trust Claims Minimum Wage Form *Bid Bond Form *Proposal rr *Schedule of Prices ❖Bond to the City of Renton ❖Fair Practices Policy Affidavit of Compliance ❖Contract Agreement (Contracts other than Federal - Aid FHWA) ❖City 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 Traffic Control Information rr City of Renton Survey Information and Documentation 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. r" * Submit with Bid (gold) • • Submit at Notice of Award CITY OF RENTON err Planning/Building/Public Works Department 1055 South Grady Way Renton, Washington 98055 rr rr rw CITY OF RENTON SUMMARY OF FAIR PRACTICES POLICY ADOPTED BY RESOLUTION NO. 3 2 2 9 It is the policy of the City of Renton to promote and provide equal treatment and service to all citizens and to ensure equal employment opportunity to all persons without regard to race, color, national origin, ethnic background, gender, marital status, religion, age or disability, when the City of Renton can reasonably accommodate the disability, of employees and applicants for employment and fair, non- discriminatory treatment to all citizens. All departments of the City of Renton shall adhere to the following guidelines: (1) EMPLOYMENT PRACTICES - The City of Renton will ensure all employment related activities included recruitment, selection, promotion, demotion, training, retention and separation are conducted in a manner which is based on job-related criteria which does not discriminate against women, minorities and other protected classes. Human resources decisions will be in accordance with individual performance, staffing requirements, governing civil service rules, and labor contract agreements. (2) COOPERATION WITH HUMAN RIGHTS ORGANIZATIONS - The City of Renton will cooperate fully with all organizations and commissions organized to promote fair practices and equal opportunity in employment. (3) AFFIRMATIVE ACTION PLAN - The City of Renton Affirmative Action Plan and Equal Employment Program will be maintained and administered to facilitate equitable representation with the City work force and to assure equal employment opportunity to all. It shall be the responsibility of elected officials, the Mayor, the Affirmative Action Officer, department administrators,managers, supervisors, Contract Compliance Officers - and all employees to carry out the policies, guidelines and corrective measures set forth in the Affirmative Action Plan and Equal Employment Program. (4) CONTRACTORS' OBLIGATIONS - Contractors, sub-contractors, consultants and suppliers conducting business with the City of Renton shall affirm and subscribe to the Fair Practices and Non-discrimination policies set forth by the law and in the City's Affirmative Action Plan and Equal Employment Program. err Copies of this policy shall be distributed to all City employees, shall appear in all operational documentation of the City, including bid calls, and shall be prominently displayed in appropriate city facilities. OW CONCURRED IN by the City Council of the City of RENTON,Washington,this 7thday of October,1996. rr CITY OF RENTON: RENTON CITY COUNCIL: _ . "" Council President iv(ayor Attest: City Cler! W its to 03_SUMRY.DOC\ r CITY OF RENTON SUMMARY OFAMERICANS WITH DISABILITIES ACT POLICY ADOPTED BY•RESOLUTIONNO. 3007 +.r The policy of the City of Renton is to promote and afford equal treatment and service to all citizens and to assure employment opportunity to persons with disabilities, when the City of Renton can reasonably accommodate the we disability. This policy shall be based on the principles of equal employment opportunity, the Americans With Disabilities Act and other applicable guidelines as set forth in federal, state and local laws. All departments of the City of Renton shall adhere to the following guidelines: we (1) EMPLOYMENT PRACTICES - All activities relating to employment such as recruitment, selection,promotion,termination and training Shall be conducted in a non- discriminatory manner. Personnel decisions will be based on individual performance, staffing requirements, and in accordance with the Americans With Disabilities Act and other applicable laws and regulations. "" (2) COOPERATION WITH HUMAN RIGHTS ORGANIZATIONS - The City of Renton will cooperate fully with all organizations and commissions organized to promote fair practices and equal opportunity for persons with disabilities in employment and receipt of City services,activities and programs. (3) AMERICANS WITH DISABILITIES ACT POLICY-The City of Renton Americans orrr With Disabilities Act Policy will be maintained to facilitate equitable representation within the City work force and to assure equal employment opportunity and equal access to City services, activities and programs to all people with disabilities. It shall be the responsibility and the duty of all City officials and employees to carry out the policies and guidelines as set forth in this policy (4) CONTRACTOR$' OBLIGATION, - Contractors, subcontractors, consultants and suppliers conducting business with the City of Renton shall abide by the requirements of the Americans With Disabilities Act and promote access to services, activities and programs for people with disabilities. +�r Copies of this policy shall be distributed to all City employees, shall appear in all operational documentation of the City, including bid calls,and shall be prominently displayed in appropriate City facilities. CONCURRED IN by the City Council of the City of Renton, Washington, +�+ this 4th day of October 1993. C e: RENTON RENTON CITY COUNCIL: Mayor until President we Attest: > ? 4 ' ,rr �I�/i/ City Clerk `W 1`8 CITY OF RENTON WTR-27-3142 r TALBOT HILL WATER MAIN REPLACEMENT, PHASE 1 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 ,rr to: Furnish and install approximately 5,220 linear feet of 8-inch diameter Class 52 ductile iron pipe and fittings with polywrap, 77 3/4-inch copper water services and reconnections, 15 fire hydrants, 35 gate valves, 12 connections to existing water mains. The work also includes the removal and replacement of asphalt pavement, erosion control, traffic control and restoration of public and private properties. 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 sixty(60)working days will be allowed for the completion of this project. r ar S OW VW H:\File Sys\WTR-Drinking Water Utility\WTR-27-Water Project Files\WTR-27-3142 Talbot Hill Phase 1\talbot hill bidpak.DOC\RLM\tb Page 3 05/12/04 11:57 FAX 425 489 1533 BUNO CONSTRUCT. [j002/003 M. I CONSTRUCTION, LLC +�• CONTRACTORS REGISTRATION BUNOCL"981 BN rrr CERTIFICATION OF MEMBER RESOLUTION We, William E. Buno, William S. Buno,Renee D. Bollinger, and Jeri K. �. Hurtin, the members of Buno Construction LLC,a Washington limited liability company(the "Company"), do hereby certify that: 1. A special meeting of the Members of the Company was duly called for the purpose of discussing all members, and employees that shall have the authority to sign all contracts, bids, official letters,and full authority to act on behalf of the Company. 2. This meeting took place at the Company's principal place of business, 20219 99th Ave. SE, Snohomish WA 98296 and was held at 10:00 am, April 27, 2002. 2. WHEARAS,Daniel E. Buno is hereby authorized, empowered and directed to sign any and all documents relating to the business of Buno Construction LLC. +■+ William E. Buno Managing Member ;0,4.•.) +r William S. Buno � r Member /1i err Renee D. Bollinger Member i%/��� 9e�iz. Jeri K. Hurtin Member . Daniel E. Buno 1/ Manager _ 20219 - 99th Avenue S.E. • Snohomish, WA 98296 (425) 486-1280 • (425) 337-4242 FAX (425) 489-1533 w 05/12/04 11:57 FAX 425 489 1533 BUNO CONSTRUCT. 2003/003 air or - _ CONSTRUCTION,� LLC CONTRAC TORS REGISTRATION BUNOCL*981 BN +rtr rr EMERGENCY NUMBERS "e City of Renton Talbot Hill Water Main Replacement Phase 1 es PROJECT SUPERINTENDENT: Brad Ballard Cell#206-423-4514 Hm#360-658-8561 rr rr PROJECT MANAGER: Dan Buno Cell#206-423-4512 Elm #206-423-4512 20219 99th Ave SE "" Snohomish WA 98296 '•' BONDING COMPANY: Bush Cotton & Scott Attn: Mike Amundsen 425-489-4500 rr 20219 - 99th Avenue SE. • Snohomish, WA 98296 (425) 486-1280 • (425) 337-4242 FAX (425) 489-1533 or or ea to +rr PrA 1.1111POr !Ig pm, NI P p mipov or pi or 1111041 IP : 0 .1 ta .• Ligit /10101 PROJECT SITE 'I° O.° l5-= 1 mire- Iir 00% he IIF .. 1-405 A&I!II1bIiI rilOr i l ui ai III INMi� ► i ■ ■ ..� ■■■n 1!S �-OM 111 Ap r. �A :.a•• +.,. :y!' M 1ILiW S - U terra MN m� ���i�� ■mi■rrrar+ ��ITJ!!� .T - ■ xl "NW= rm i 1N 111111/1a E ei. IN allIRS rn_ �� I �&ma �� t I IIIICE iii MIL__ PIIIIMAII II 1IIjItI!I. eV di le VICINITY MAP ... . rr„ 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 the date specified in the Call for Bids. „r, 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. The work to be done is shown in the plans and/or specifications. Quantities are understood to be only o" approximate. Final payment will be based on field measurement of 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. 3. 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. �.+ 4. The bid price for any item must include the performance of all work necessary for completion of that item as described in the specifications. 5. 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. 6. The right is reserved to reject any and/or all bids and to waive informalities if it is deemed advantageous to wr the City to do so. 7. 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 they enter 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 they fail, or refuse to do so, the check shall be forfeited to the City of Renton as liquidated damage for such failure. wr 8. 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. 9. The bidder shall, upon request, furnish information to the City as to his financial and practical ability to satisfactorily perform the work. imp 10. Payment for this work will be made in Cash Warrants. 11. 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 herein and/or as identified within Specification Section 1-07.18. 12. The contractor, prior to the start of construction, shall provide the City of Renton a detailed bar chart type construction schedule for the project. "'"' 13. Payment retainage shall be done in accordance with Section 1-09.0(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. w H:\File Sys\WTR-Drinking Water Utility\WTR-27-Water Project Files\WTR-27-3142 Talbot Hill Phase 1\talbot hill bidpak.DOC\RLM\tb Page 5 r +rr 14. Basis For Approval The construction contract will be awarded by the City of Renton to the lowest, responsible, responsive bidder. The bidder shall bid on all schedules set forth in the bid forms. The total price of all schedules will be used to determine the successful low responsive bidder. ar 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. 15. 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 .w 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. 16. Payment of Prevailing Wages In accordance with Revised Code of Washington Chapters 39.12 and 49.28 as amended or supplemented r 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 rate is 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. 17. Employment of Resident Employees +ww The CONTRACTOR and subcontractors shall employ Washington State residents in accordance with the requirements of RCW 39.16. 18. Pollution Control Requirements Work under this contract shall meet all local, state and federal requirements for the prevention of +�r environmental pollution and the preservation of public natural resources. The CONTRACTOR shall conduct the work in accordance with all applicable pollution control laws. The CONTRACTOR shall comply with and be liable for all penalties, damages, and violations under Chapter 90.48 RCW, in performance of the work. The CONTRACTOR shall also comply with Article 4 in the Puget Sound Air 41111 Pollution Control Agency Regulation III regarding removal and encapsulation of asbestos materials. 19. 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 Transportation Supplemental Specifications, Special Provisions other sections of these contract documents. These standard specifications are hereby made a part of this contract and shall control and guide all activities within this project whether referred to directly, paragraph by paragraph, or not. +rr. H:\File Sys\WTR-Drinking Water Utility\WTR-27-Water Project Files\WTR-27-3142 Talbot Hill Phase 1\talbot hill bidpak.DOC\RLM\tb Page 6 +r. •w A. WSDOT/APWA "1996 Standard Specifications for Road, Bridge and Municipal Construction" and "Division 1 APWA Supplement" hereinafter referred to by the abbreviated title "Standard NO Specifications." 1. Any reference to "State," "State of Washington," "Department of Transportation," "WSDOT," or any combination thereof in the WSDOT/APWA standards shall be modified to read "City of Renton," unless specifically referring to a standard specification or test method. 2. 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. m• 20. A soils investigation has NOT been performed for this project by a consultant for the City. 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 OP 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. 21. The Contractor shall follow the stated construction sequencing as identified in the Special Provisions Section of the Contract document. • 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? aw • Is the amount of the bid guaranty at least 5 percent of the total amount of the bid including sales tax? wr • 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? imp OW H:\File Sys\WTR-Drinking Water Utility\WTR-27-Water Project Files\WTR-27-3142 Talbot Hill Phase 1\talbot hill bidpak.DOC\RLM\tb Page 7 m rr 4101 .�► CITY OF RENTON WTR-27-3142 TALBOT HILL WATER MAIN REPLACEMENT PROJECT PHASE 1 Jur CALL FOR BIDS Sealed bids will be received until 2:30 p.m. Tuesday, April 20, 2004, at the City Clerk's office,7th Floor, and will be opened and publicly read in the 5th Floor Conference Room,#521,Renton City Hall, 1055 South Grady Way,Renton,Washington 98055. The work to be performed within sixty (60) working days from the date of commencement under this contract shall include, but not be limited to: Furnish and install approximately 5,220 linear feet of 8-inch diameter Class 52 ductile iron pipe and fittings with polywrap, 77 3/4-inch copper water services and reconnections, 15 fire hydrants, 35 gate valves, 12 connections to existing water mains. The work also includes the removal and replacement of asphalt pavement, erosion control, traffic control and restoration of public and private properties. to 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. The City reserves the right to reject any and/or all bids and to waive any and/or all informalities. Approved plans and specifications will be available starting April 1, 2004. Plans and 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,Washington 98055. There is a non- refundable fee of$45.96,plus $4.04 tax (total $50.00) for each set. If ordered by mail, add$5.00 for rr 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 ,,,r 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,Rick Moreno, at 1055 South Grady Way, Renton,WA 98055 or(425)430-7208. The estimated project cost range is $600,000-$650,000, including Washington State sales tax. A certified check or bid bond in the amount of five percent (5%) of the total of each bid must accompany each bid. rw The City's Fair Practices, Non-Discrimination, and Americans with Disabilities Act Policies shall apply. lit 4611A4.41e:.r. J (J: J ) Bonnie I. Walton, City Clerk Published: Daily Journal of Commerce April 1, 2004 Daily Journal of Commerce April 8,2004 air �r. , - CITY OF RENTON Combined Affidavit and Certification form: Non-Collusion,Anti-Trust,and Minimum Wage (Non-Federal Aid) NON-COLLUSION AFFIDAVIT ,i- Being duly sworn, deposes and says, that he is the identical person who submitted the foregoing proposal or bid, and that hi 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. lit AND 1 CERTIFICATION RE: ASSIGNMENT OF h. ANTI-TRUST CLAIMS TO PURCHASER Vendor and purchaser recognize that in actual economic practice overcharges resulting from anti-trust violations are in fact usually borne by the purchaser. Therefor, vendor hereby assigns to purchaser any and all claims for such over- charges as to goods and materials purchased in connection with this order or contract, except as to overcharges resulting Lfrom 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 ‘ I,the undersigned,having been duly sworn,deposed, say and certify that in connection with the performance of the work 11. of this project, I will pay each classification of laborer, workman, or mechanic employed in the performance of such _ work; not less than the prevailing rate of wage or not less than the minimum rate of wages as specified in the principal tA contract: that I have read the above and foregoing statement and certificate,know the contents thereof and the substance 41. as set forth therein is true to my knowledge and belief. L FOR: NON COLLUSION AFFIDAVIT, ASSIGNMENT OF ANTI-TRUST CLAIMS TO PURCHASER AND MINIMUM WAGE AFFIDAVIT Om 1-41-60Ir W"i.I-1- tO QICe. Yn fl tr,/ (Let-A (A met.)r P0,0VcC:1- - PAPtit 1 Name of Project I. '---8.v.4 0 C.o us TRA.K.7 T 0)4 1.1..C.- . ...) Name of Bidder's Firm iv Signature of Authorized Representative of Bidder o Subscribed and sworn to before me on this grfrhiay of ,200$ .................v14, ix - Nffiri IN ‘‘‘ , 911/ vitoci or 4....'4.EXP, •_. .. I. 4111/ I t se ;00 4-'v.. ri No .it blic in and for the State of Washington e • ik • / igg *a) .S1** *. / ,••••- J I K Notary(Print) Ut-K I '1 . e- 1 •0 ....0 4): $ 4 ''. 6016 V P.. /0 My appointment expires: , 1 t • ... N9," ... , ,r 1 .... .... k% SrATEck 4" -...............4" bit aaM BID BOND FORM ow Herewith find deposit in the form of a certified check, cashier's check, cash, or bid bond in the amount of$ which amount is not less than five percent of the total bid. Sign here NO Know All Men by These Presents: .a� That we, Buno Construction, LLC , as Principal, and Insurance Company of the West as Surety, are held and firmly bound unto the City of Renton, as NO Obligee, in the penal sum of Five Percent (5%) of Total 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. or The condition of this obligation is such that if the Obligee shall make any award to the Principal for Talbot Hill NW Water Main Replacement Phase 1 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 +aa 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 ON shall be and remain in full force and effect and the Surety shall forthwith pay and forfeit to the Obligee, as penalty and liquidated damages,the amount of this bond. SIGNED, SEALED AND DATED THIS 20th DAY OF April , 2004. Buno nst uctyac�, ara By: G2 Princip Insura• ow.:4.v,, • ' •st ;ray Julie M. Glover / Attorney-in-Fact ar Received return of deposit in the sum of$ air NO NO ar M:\FileSys\WTR-Drinking Water Utility\WTR-27-Water Project Files\WTR-27-3142 Talbot Hill Phase 1\talbot hill bidpak.DOC\RLM\tb Page 10 aa• "' No. 0004276 rim ICW GROUP Power of Attorney Insurance Company of the West The Explorer Insurance Company Independence Casualty and Surety Company KNOW ALL MEN BY THESE PRESENTS: That Insurance Company of the West,a Corporation duly organized under the laws of the State of California,The Explorer Insurance Company,a Corporation duly organized under the laws of the State of Arizona,and Independence Casualty and Surety Company,a Corporation duly organized under the laws of the State of Texas,(collectively referred to as the"Companies"),do hereby appoint STEVEN K.BUSH,M.J.COTTON,S.M.SCOTT,MIKE AMUNDSEN,NANCY J.OSBORNE,DARLENE JAKIELSKI, JULIE M.GLOVER,JIM W.DOYLE,MICHAEL A.MURPHY,VIKI BAUM,JOHN C.BEESON, LAWRENCE J.NEWTON,ANDY D.PRILL,ROXANA PALACIOS,JIM S.KUICH their true and lawful Attorney(s)-in-Fact with authority to date,execute,sign,seal,and deliver on behalf of the Companies,fidelity and surety bonds,undertakings, and other similar contracts of suretyship,and any related documents. In witness whereof,the Companies have caused these presents to be executed by its duly authorized officers this 16th day of January,2001. i� 4��pµPANy°Ft 9 �ko�G INSURANCE COMPANY OF THE WEST � ORPOMT y� �v/cpaPOR~yc' m� d' IA THE EXPLORER INSURANCE COMPANY �c e° o 6 a INDEPENDENCE CASUALTY AND SURETY SEAL �<Mci1ij.Aett � :! V/ COMPANY �9 a 8 uNA/+a �� ' UN John H.Craig,Assistant Secretary John L.Hannum Executive Vice President 1110 State of California l . ss. County of San Diego On December 5,2003,before me,Mary Cobb,Notary Public,personally appeared John L.Hannum and John H.Craig,personally known to me to be the persons whose names are subscribed to the within instrument,and acknowledged to me that they executed the same in their authorized capacities,and that by their signatures on the instrument,the entity upon behalf of which the persons acted,executed the instrument. Witness my hand and official seal. 1 ,y4�t COMM#121341 (2,Z -6 ,40* NOTARY PUBLIC-CAUfORNIA 0` SAN DIEGO COUNTY f? C7 lQ` `� My Commission Expires 'i ` „ SEPTEMBER 24.2405 II OM r__ Mary Cobb,Notary Public RESOLUTIONS This Power of Attorney is granted and is signed,sealed and notarized with facsimile signatures and seals under authority of the following resolutions adopted by the respective Boards of Directors of each of the Companies: "RESOLVED: That the President, an Executive or Senior Vice President of the Company,together with the Secretary or any Assistant Secretary,are hereby authorized to execute Powers of Attorney appointing the person(s)named as Attomey(s)-in-Fact to date,execute,sign, seal,and deliver on behalf of the Company,fidelity and surety bonds,undertakings,and other similar contracts of suretyship,and any related documents. RESOLVED FURTHER: That the signatures of the officers making the appointment,and the signature of any officer certifying the validity and current status of the appointment,may be facsimile representations of those signatures;and the signature and seal of any notary,and the seal of the Company,may be facsimile representations of those signatures and seals,and such facsimile representations shall have the same force and effect as if manually affixed. The facsimile representations referred to herein may be affixed by stamping,printing,typing, or photocopying." CERTIFICATE rrr I,the undersigned,Assistant Secretary of Insurance Company of the West,The Explorer Insurance Company,and Independence Casualty and Surety Company,do hereby certify that the foregoing Power of Attorney is in full force and effect,and has not been revoked,and that the above resolutions were duly adopted by the respective Boards of Directors of the Companies,and are now in full force. IN WITNESS WHEREOF,I have set my hand this 20th day of April 2004 Oil John H.Craig,Assistant Secretary To verify the authenticity of this Power of Attorney you may call 1-800-877-1111 and ask for the Surety Division. Please refer to the Power of Attorney Number, the above named individual(s)and details of the bond to which the power is attached. For information or filing claims,please contact Surety Claims,ICW Group, 11455 El Camino Real,San Diego,CA 92130-2045 or call(858)350-2400. rrr 4 IND I.C.W. GROUP Insurance Company of The West se The Explorer Insurance Company Independence Casualty and Surety Company 11455 El Camino Real, San Diego, CA 92130-2045 P.O. BOX 85563, San Diego, CA 92186-5563 (858)350-2400 FAX(858)350-2707 www.icwgroup.com Bond Number: Bid Bond Terrorism Risk Rider N MO This rider addresses the requirements of the Terrorism Risk Insurance Act of 2002. In accordance with the above Act, we are providing this disclosure notice for all bonds on which - one or more of the above identified companies is a surety. Coverage for certified acts of terrorism is included in the attached bond and will be partially reimbursed by the United States under a formula established by the Act. The United States will pay 90% of covered terrorism losses in excess of a statutory established deductible to the insurance company issuing the bond. In no way will the payment for loss on this bond exceed the limit of liability under this bond. This rider does not provide coverage for any loss that would otherwise be excluded by the terms rr, of this bond. • The portion of the premium, for this bond, attributable to coverage for certified acts of terrorism under the Act is One Dollar($1.00). Important Notice: The cost of terrorism coverage is subject to change on any bond that premium is charged annually. lie Le CITY OF RENTON lit WTR-27-3142 TALBOT HILL WATER MAIN REPLACEMENT PHASE 1 41 PROPOSAL TO THE CITY OF RENTON RENTON, WASHINGTON I. Ladies and/or Gentlemen: The undersigned hereby certify that the bidder has examined the site of the proposed work and have read and thoroughly understand the plans, specifications and contract governing the work embraced in this improvement, and the method by which payment will be made for said work, and hereby propose to undertake and complete the work embraced in this improvement, or as much thereof as can be completed with the money available, in Laccordance with the said plans, specifications and contract and the following schedule of rates and prices: (Note: Unit prices for all items, all extensions, and total amount of bid should be shown. Show unit prices both in writing and in figures.) Printed Name T)Aa4 v►*i O tie a c Signature �„/- L aa2.19 99 t6 Aie. S C Address: SwcNlnov,n i5\ We. 9$ 2: b 4 Names of Members of Lim;it4Z L,a to 3 Ay Coyne e n y k1 Burr 1Rel,ae CJit;noea Alia Aver► wv1, Sa.0 � A ,A 3 *S VW LO Y1rValn aga.it OR iii Name of President of Corporation LName of Secretary of Corporation Corporation Organized under the laws of hi With Main Office in State of Washington at i i a H:\File Sys\WTR-Drinking Water Utility\WTR-27-Water Project Files\WTR-27-3142 Talbot Hill Phase 1\talbot hill bidpak,DOC\RLM\tb i Page 11 { CITY OF RENTON PUBLIC WORKS DEPARTMENT SCHEDULE OF PRICES South Talbot Hill L Water Main Replacement Phase I L (Note: Unif ices for all items,all extensions,and total amount of bid must be shown. Show unit prices in both words and figures Pr► P 9 and where conflict occurs the written or typed words shall prevail.) ITEM APPROX. ITEM WITH UNIT PRICED BID UNIT PRICE AMOUNT be NO. QUANTITY (Unit Prices to be Written in Words) Dollars Cts. Dollars Cts. 001. 1 Mobilization&Demobilzation nn cP� �� LS $ Cov∎o-i.J g" T�1ov►i J.�C !t!S oo0, I Qo0 , per Lump Sum (words) figures 002. 1 Trench Excavation Safety Systems (P d3 LS $ c'vc. ►hcv�3am..52 • 51000 . • S/000 . per Lump Sum (words) figures 003. 1 Construction Surveying Staking and As-Builts i LS $ S:�cI y` to One.. 4•k v ,n Q ( OO •' • ro,9 4'0 4 Lump Sum figures 004. 1 Traffic Control c� j•L LS $ S.tia, "f�►ov�s aaNne 51 000 • ' S, 000 0 per Lump Sum (words) figures C 005. 1 Temporary Erosion/Sedimentation Controls d� LS $ ';c.-l•a,.l�.r'► Svan,S2�i.rc..� I bO . I ,S00 • per Lump Sum (words) ' figures tp. 006. 115 4-Inch Ductile Iron Pipe, •Class 52 and Fittings(Polywrapped) a�cfl, �q O•LF $ l vv yj�x • per Linear Foot (words) figures CP ¼.. ! 007. 110 6-Inch Ductile Iron Pipe, Class 52 and Fittings (Polywrapped) d° LF $ 'Tw�Q.r►4,Y s+e.uc.�n • a� 9�C • L per Linear Foot (words) figures 008. 5,220 8-Inch Ductile Iron Pipe, Class 52 and Fittings (Polywrapped) 3 I •J b a,0 ,, LF $ '►`,o.4y O vn¢.. . , per Linear Foot (words) figures 009. 1 6-Inch Gate Valve Assembly n dim Ce, L EA $ c■v� Nvs.v1.6Q�22�.e.0 • . Soo . S-0O per Each (words) figures 010. 35 8-Inch Gate Valve Assembly d. CP EA $ S>>/ voM10 2a , 4. a 1 i ©OB o per Each (words) figures ill' L HFILESYS:WTR27-3124:WATER BID schedule.xls updated schedule of prices L CITY OF RENTON PUBLIC WORKS DEPARTMENT SCHEDULE OF PRICES South Talbot Hill Water Main Replacement Phase 1 (Note: Unit prices for all items,all extensions,and total amount of bid must be shown. Show unit prices in both words and figures and where conflict occurs the written or typed words shall prevail.) -. ITEM APPROX. ITEM WITH UNIT PRICED BID UNIT PRICE AMOUNT ill NO. QUANTITY (Unit Prices to be Written in Words) Dollars Cts. Dollars Cts. 011. 15 Fire Hydrant Assembly I cP t 00 �EA $ -R.twat y ‹►slnb 1vuh�R a Soo , L '4.,) 000 . per Each (4iords) figures 012. 73 3/4"Water Service Connection oo� ai EA $ Sev V" 1^lv� c,Q 140 . 5 I i 04 . per Each (words) figures 013. 4 3/4"Water Service Connection with no meter Qo,dp a b 2900 A per Each (words) figures 014. 1 1-Inch Air-Release Valve di ; � EA $ G .).1,%4,-(..t0 ‘CAN NS Cf.eQ • • 1100 . I S 0O • per Each (words) figures 015. 12 Connection to Existing Water Main 49. (> L EA $ Two Mows 41,IN • a)c"o' ail CY 0 CS s per Each (words) figures 016. 1 Wet Tap Connection to Existing Water Main 4 cA L EA $ Tw i'v2. -H wv.4Q 0.4.1 - a°- 3.J COO• per Each (Words) figures 017. 52 Concrete Thrust Blocking&Dead-man Anchor blocks ...5 °°, 3 O 4 CY $ 5 J per Cubic Yard i(words) figures , _ L018. 1 Removal of Existing Fire Hydrants,Valve Boxes o LS and other appurtenances cPd °/ $ �xL Nw i • S°O � ' ' per Lump Sum (words) figures . 019. 25 Removal &Replacement of Unsuitable is TN Foundation Material 1 0 , 01 �j per Ton (words) figures L020. 1,325 Select Import Trench Backfill (Gravel Borrow) ce, '� TN $ 6,10,� N' • ) 0i (,00 , r per Ton (words) figures tios 021. 500 Crushed Surfacing Top Course& TN Crushed Rock Backfill , / 1. $ Co R'br - • per Ton (words) figures HFILESYS:WTR27-3124:WATER BID schedule.xls updated schedule of prices a CITY OF RENTON lit PUBLIC WORKS DEPARTMENT SCHEDULE OF PRICES South Talbot Hill Water Main Replacement Phase 1 lilt (Note: Unit prices for all items,all extensions,and total amount of bid must be shown. Show unit prices in both words and figures and where conflict occurs the written or typed words shall prevail.) LITEM APPROX. ITEM WITH UNIT PRICED BID UNIT PRICE AMOUNT NO. QUANTITY (Unit Prices to be Written in Words) Dollars Cts. Dollars Cts.sit 022. G1• Asphalt Patch Class B incl.Temp. Asphalt Pavement , Sc�j �, 1�.�`Di TN $ Saa>aan. P.m. � ! per Ton (words figures it 023. 200 Remove &Replace Sidewalk&Driveway 4 SY $ "r a'Y` �+u G. •. St 400 • •E per Square Yard (words) figures 024. 75 Remove& Replace Curb&Gutter S 1 a.� LF $ : 4,e4,�1 I • L per Linear Foot (words) figures 025. 1 Remove, Restore Lawn, Landscaping Restoration (td it LS $ 'Tcv► ON 5 cnna. . • I O,000• 10 ©a0 r per Lump Sum (words) figures l a 0. tia,9 Sub Total a 1•1640� 3.1-1S—,, — aa �` ,tip' 8.8%Sales Tax q O, S ) O •3 0 Total 5E3O 4a5.-- • tc a E. L. t , is, HFILESYS:WTR27-3124:WATER BID schedule.xls updated schedule of prices ihe Bond No. 2125255 BOND TO THE CITY OF RENTON an KNOW ALL MEN BY THESE PRESENTS: That we,the undersigned Buno Construction, LLC as principal, and Insurance Company of the West corporation organized and existing under the laws of the State of California 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 r�r severally held and firmly bound to the City of Renton in the penal sum of $500,855.36 for the pay- ment 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. rw Dated at ,Washington,this day of , 2004. Nevertheless,the conditions of the above obligation are such that: WHEREAS, under and pursuant to Public Works Construction Contract CAG-04- 031roviding for construction ,. of Talbot Hill Water Main Replacement Phase 1 (Project name) the principal is required to furnish a bond for the faithful performance of the contract; and two 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 material handling men, and all persons who shall supply said principal or subcontractors with provisions and supplies for the carrying on of said work, and shall hold said City of Renton harmless from any loss or damage occasioned to any person or property by reason of any carelessness or negligence on the part of said principal,or any subcontractor in the performance of said work, and shall indemnify and hold the City of Renton harmless from any damage or expense by reason of failure of performance as specified in the contract or from defects appearing or developing in the material or workmanship provided or performed under the contract within a period of one year after its acceptance thereof by the City of Renton, then and in that event this obligation shall be void; but otherwise it shall be and remain in full force and ■w effect. Buno Construction, LLC Insurance Company of the West Principal Surety rr n Signature Signature Julie M. Glover my Attorney—in—Fact Title s Title Approved by Larry Warren 2/14/92 H:\File Sys\WTR-Drinking Water Utility\WTR-27-Water Project Files\WTR-27-3142 Talbot Hill Phase 1\talbot hill bidpak.DOC\RLM\tb Page 15 No. 0004276 irw ICW GROUP Power of Attorney Insurance Company of the West The Explorer Insurance Company Independence Casualty and Surety Company KNOW ALL MEN BY THESE PRESENTS: That Insurance Company of the West,a Corporation duly organized under the laws of the State of California,The Explorer Insurance Company,a Corporation duly organized under the laws of the State of Arizona,and Independence Casualty and Surety Company,a Corporation duly organized under the laws of the State of Texas,(collectively referred to as the"Companies"),do hereby appoint STEVEN K.BUSH,M.J.COTTON,S.M.SCOTT,MIKE AMUNDSEN,NANCY J.OSBORNE,DARLENE JAKIELSKI, JULIE M.GLOVER,JIM W.DOYLE,MICHAEL A.MURPHY,VIKI BAUM,JOHN C.BEESON, LAWRENCE J.NEWTON,ANDY D.FRILL,ROXANA PALACIOS,JIM S.KUICH Nr their true and lawful Attorney(s)-in-Fact with authority to date,execute,sign,seal,and deliver on behalf of the Companies,fidelity and surety bonds,undertakings, and other similar contracts of suretyship,and any related documents. In witness whereof,the Companies have caused these presents to be executed by its duly authorized officers this 16th day of January,2001. F,GOMPYO,e V1y$A vY you INSURANCE COMPANY OF THE WEST Sao oomiur lye , (}) OA+`,��o �� �,,a. THE EXPLORER INSURANCE COMPANY �e F° 5'2. ° F e INDEPENDENCE CASUALTY AND SURETY *oil,Ala �9SEAL;FA? re COMPANY �ONA/ a yi *�a IoM ids proLgetori____ CY3(441" -- John H.Craig,Assistant Secretary John L.Hannum,Executive Vice President 11111 State of California } ss. County of San Diego On December 5,2003,before me,Mary Cobb,Notary Public,personally appeared John L.Hannum and John H.Craig,personally known to me to be • the persons whose names are subscribed to the within instrument,and acknowledged to me that they executed the same in their authorized capacities,and that by their signatures on the instrument,the entity upon behalf of which the persons acted,executed the instrument. Witness my hand and official seal. M1 `n'r"'Qa MARY COBS COMM.#1321341 0 doi. '4 SAN DIEGO COUNTY my Commission Expires "` SEPTEMBER 20.2065 II iss Mary Cobb,Notary Public RESOLUTIONS This Power of Attorney is granted and is signed,sealed and notarized with facsimile signatures and seals under authority of the following resolutions adopted by the respective Boards of Directors of each of the Companies: "RESOLVED: That the President, an Executive or Senior Vice President of the Company,together with the Secretary or any Assistant Secretary,are hereby authorized to execute Powers of Attorney appointing the person(s)named as Attomey(s)-in-Fact to date,execute,sign, seal,and deliver on behalf of the Company,fidelity and surety bonds,undertakings,and other similar contracts of suretyship,and any related documents. RESOLVED FURTHER: That the signatures of the officers making the appointment,and the signature of any officer certifying the validity and current status of the appointment,may be facsimile representations of those signatures;and the signature and seal of any notary,and the seal of the Company,may be facsimile representations of those signatures and seals,and such facsimile representations shall have the same force and effect as if manually affixed. The facsimile representations referred to herein may be affixed by stamping,printing,typing,or photocopying." CERTIFICATE int I,the undersigned,Assistant Secretary of Insurance Company of the West,The Explorer Insurance Company,and Independence Casualty and Surety Company,do hereby certify that the foregoing Power of Attorney is in full force and effect,and has not been revoked,and that the above resolutions were duly adopted by the respective Boards of Directors of the Companies,and are now in full force. IN WITNESS WHEREOF,I have set my hand this day of 10 John H.Craig,Assistant Secretary To verify the authenticity of this Power of Attorney you may call 1-800-877-1111 and ask for the Surety Division. Please refer to the Power of Attorney Number, the above named individual(s)and details of the bond to which the power is attached. For information or filing claims,please contact Surety Claims,ICW Group, 11455 El Camino Real,San Diego,CA 92130-2045 or call(858)350-2400. rr NO I.C.W. GROUP Insurance Company of The West ON The Explorer Insurance Company Independence Casualty and Surety Company 11455 El Camino Real, San Diego, CA 92130-2045 err P.O. BOX 85563, San Diego, CA 92186-5563 (858)350-2400 FAX(858)350-2707 www.icwgroup.com Bond Number: 2125255 Terrorism Risk Rider This rider addresses the requirements of the Terrorism Risk Insurance Act of 2002. In accordance with the above Act, we are providing this disclosure notice for all bonds on which one or more of the above identified companies is a surety. Coverage for certified acts of terrorism is included in the attached bond and will be partially ""' reimbursed by the United States under a formula established by the Act. The United States will pay 90% of covered terrorism losses in excess of a statutory established deductible to the insurance company issuing the bond. us In no way will the payment for loss on this bond exceed the limit of liability under this bond. This rider does not provide coverage for any loss that would otherwise be excluded by the terms as of this bond. • The portion of the premium, for this bond, attributable to coverage for certified acts of terrorism .,. under the Act is One Dollar($1.00). wr Important Notice: The cost of terrorism coverage is subject to change on any bond that premium is charged annually. per NO INN 8/y O CITY OF RENTON ""` ? FAIR PRACTICES POLICY AFFIDAVIT OF COMPLIANCE M ,,,5--T Q u,c,-,Y 0.0 l.LC- , hereby confirms and declares that (Name of contractor/subcontractor/consultant/supplier) I. It is the policy of v.►40 o j*J ,u_( to offer equal '"O (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. �*)a Co ws-c Clv■GI 1 - 1.1 ) �-1. �. complies with all applicable (Name of contractor/subcontractor/consultant/supplier) federal, state and local laws governing non-discrimination in employment. III. When applicable, �i v,,,kp G Nil-t Au.z-Y1.43 ti► t-l—<- - will seek out and aft (Name of contractor/subcontractor/consultant/supplier) negotiate with minority and women contractors for the award of subcontracts. sr 'DAN O Print Agent/Representative's Name Yl/1 47 M Print Agent/Representative's Title no 4 Agent/Representative's Signature Date Signed MO +rr Instructions: This document MUST be completed by each contractor,subcontractor,consultant and/or supplier. Include or attach this document(s)with the contract. MN H:\File Sys\WTR-Drinking Water Utility\WTR-27-Water Project Files\WTR-27-3142 Talbot Hill Phase 1\talbot hill bidpak.DOC\RLM\tb Page 16 MO de CONTRACTS OTHER THAN FEDERAL-AID FHWA ile THIS AGREEMENT,made and entered into this day of , 200V by and between THE CITY OF RENTON,Washington, a municipal corporation of the State o Washington, hereinafter referred to as "CITY" and "2,ws o (QU51 ,cr-to4,134, hereinafter referred to as "CONTRACTOR." rr WITNESSETH: r I) The Contractor shall within the time stipulated, (to-wit: within (60) sixty 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-04- 03 7 for improvement by construction and installation sr of: Talbot Hill Water Main Replacement Phase 1. All the foregoing shall be timely performed, furnished, constructed, installed and completed in strict del 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 ell e) Maps and Plans f) Bid g) Advertisement for Bids h) Special Provisions, if any i) Technical Specifications, if any r rr r lie H:\File Sys\WTR-Drinking Water Utility\WTR-27-Water Project Files\WTR-27-3142 Talbot Hill Phase 1\talbot hill bidpak.DOC\RLM\tb Page 17 arr rrr 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 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 WO 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 rw made, this Contract, shall, upon the expiration of said ten (10) day period, cease and terminate in every respect. In the event of any such termination, the City shall immediately serve written notice thereof upon the surety and the Contractor and the surety shall have the right to take over and perform the Contract, ,r,., provided, however, that if the surety within fifteen (15) days after the serving upon it of such notice of termination does not perform the Contract or does not commence performance thereof within thirty (30) days from the date of serving such notice, the City itself may take over the work under the Contract and prosecute the same to completion by Contract or by any other method it may deem advisable, for the account and at the expense of the Contractor, and his surety shall be liable to the City for any excess cost or other damages occasioned the City thereby. In such event, the City, if it so elects, may,without liability for so doing, take possession of and utilize in completing said Contract such materials, machinery, appliances, equipment, plants and other properties belonging to the Contractor as may be on site of the project and useful therein. """ 4) The foregoing provisions are in addition to and not in limitation of any other rights or remedies available to the City. 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 wr 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 costs, expenses and reasonable attorney's fees incurred or paid by the City in connection with such litigation. ter 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 am 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. 6) Any notice from one party to the other party under the Contract shall be in writing and shall be dated and •• signed by the party giving such notice or by its duly authorized representative of such party. Any such notice as heretofore specified shall be given by personal delivery thereof or by depositing same in the United States mail,postage prepaid, certified or registered mail. H:\File Sys\WTR-Drinking Water Utility\WTR-27-Water Project Files\WTR-27-3142 Talbot Hill Phase 1\talbot hill bidpak.DOC\RLM\tb Page 18 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 sixty [60] 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. 8) Neither the final certificate of payment not any provision in the Contract nor partial or entire use of any Nal 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. 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. OW .r H:\File Sys\WTR-Drinking Water Utility\WTR-27-Water Project Files\WTR-27-3142 Talbot Hill Phase 1\talbot hill bidpak.DOC\RLM\tb Page 19 11) The total amount of this contract is the sum of 5-bC7 t SS .3 numbers r v i to t g p A S � c^ y t.'U Q. —3b/0°J written 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. CONTRACTOR CITY OF RENTON Ofre-dial President/Partner/Owner ' i'1(Zvkmo.g t.Qs Kathy eolker-Wheeler ATTEST th ie Secretary Bonnie I. Walton, City Clerk rr Dba 2•cx►.1 o C4.4 Firm Name Check one D Individual 0 Partnership 0 Corporation Incorporated in 00 MN 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. rr 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. ON If business is an INDIVIDUAL PROPRIETORSHIP,the name of the owner should appear followed by d/b/a and name of the company. rr is H:\File Sys\WTR-Drinking Water Utility\WTR-27-Water Project Files\WTR-27-3142 Talbot Hill Phase I\talbot hill bidpak.DOC\RL.M\tb Page 20 s CITY OF RENTON CONSTRUCTION CONTRACTS INSURANCE AND RELATED REQUIREMENTS MINIMUM INSURANCE COVERAGES AND REQUIREMENTS The(CONTRACTOR)shall obtain and maintain the minimum insurance coverages set forth below. By requiring such minimum insurance, CITY OF RENTON shall not be deemed or construed to have assessed the risks that may be applicable to the(CONTRACTOR) under Contract Number . The(CONTRACTOR) shall assess its own risks and if it deems appropriate and/or prudent,maintain higher limits and/or broader coverages. Coverages (1) Commercial General Liability-ISO 1993 Form or equivalent. Coverage to include: • Premises and Operations • Explosion,Collapse and Underground Hazards • Products/Completed Operations • Contractual Liability (including Amendatory Endorsement CG 0043 which includes defense coverage assumed under contract) • Broad Form Property Damage • Independent Contractors • Personal/Advertising Injury • Stop Gap Liability (2) Automobile Liability including all • Owned Vehicles • Non-Owned Vehicles • Hired Vehicles it (3) Workers'Compensation • Statutory Benefits(Coverage A)-Show WA L&I Number (4) Umbrella Liability • Excess of Commercial General Liability and Automobile Liability. Coverage should be as broad as primary. for (5) Professional Liability - (whenever the work under this Contract includes Professional Liability, including Advertising activities) the (CONTRACTOR) shall maintain professional liability covering air wrongful acts,errors and/or omissions of the(CONTRACTOR)for damage sustained by reason of or in the course of operations under this Contract. (6) Pollution Liability - the City may require this coverage whenever work under this Contract involves pollution risk to the environment. This coverage is to include sudden and gradual coverage for third party liability including defense costs and completed operations. taw err" Insurancepk.doc\ tir LIMITS REQUIRED The(CONTRACTOR)shall carry the following limits of liability as required below: Commercial General Liability General Aggregate* $ 2,000,000 -w+ Products/Completed Operations Aggregate $ 2,000,000 Each Occurrence Limit $ 1,000,000 Personal/Advertising Injury $ 1,000,000 Fire Damage(Any One Fire) $ 50,000 Medical Payments(Any One Person) $ 5,000 Stop Gap Liability $ 1,000,000 *General Aggregate to apply per project(ISO Form CG2503 or equivalent) Automobile Liability Bodily Injury/Property Damage $ 1,000,000 (Each Accident) Ir; Workers'Compensation Coverage A(Workers'Compensation)-Show WA L&I Number wr Umbrella Liability Each Occurrence Limit $ 1,000,000 General Aggregate Limit $ 1,000,000 Products/Completed Operations Aggregate $ 1,000,000 +r Professional Liability(If required) Each Occurrence/Incident/Claim $ 1,000,000 Aggregate $ 2,000,000 (The City may require the CONTRACTOR keep this policy in effect for up to two(2)years after completion of the project) Pollution Liability(If required) To apply on a per project basis Per Loss $ 1,000,000 Aggregate $ 1,000,000 gat P �.r Insurancepk.doc\ by ADDITIONAL REQUIREMENTS (CONTRACTOR) shall Name CITY OF RENTON, and its officers, officials, agents, employees and volunteers as Additional Insureds(ISO Form CG 2010 or equivalent). (C_ONTRACTOR)shall provide CITY OF RENTON Certificates of Insurance and copies of policies, if requested, prior to commencement of work. Further, all policies of insurance described above shall: 400 1) Be on a primary basis nor contributory with any other insurance coverages and/or self-insurance carried by CITY OF RENTON. 2) Include a Waiver of Subrogation Clause. 3) Severability of Interest Clause(Cross Liability) 4) Policy may not be non-renewed, cancelled or materially changed or altered unless forty-five (45) days prior written notice is provided to CITY OF RENTON. Notification shall be provided to CITY OF RENTON by certified mail. The (CONTRACTOR) shall promptly advise the CITY OF RENTON in the event any general aggregates are reduced for any reason,and shall reinstate the aggregate and the(CONTRACTOR'S)expense to comply with the are minimum limits and requirements as stated above and shall furnish to the CITY OF RENTON a new certificate of insurance showing such coverage is in force. The CITY OF RENTON may require the CONTRACTOR to keep Professional Liability coverage in effect for two(2)years after completion of the project. tis rrr 'nr Sir' Insurancepk.doc\ rte. ACORD CERTIFICATE OF LIABILITY INSURANCE OP ID CR DATE(MM/DD/YYYY) OBI BUNOC-1 04/27/04 PRODUCER THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE Bush, Cotton & Scott LLC HOLDER.THIS CERTIFICATE DOES NOT AMEND,EXTEND OR P. O. Box 3018 ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. "r` Bothell WA 98041-3018 Phone: 425-489-4500 Fax:425-489-4501 INSURERS AFFORDING COVERAGE NAIC# INSURED INSURER A: Zurich American Insurance Co. se INSURER B: American Guarantee Liab Ins Co Buno Construction LLC Mr. William E. Buno INSURER C: 20219 99th Ave SE INSURER D: Snohomish WA 98290 INSURER E: es COVERAGES THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED.NOTWITHSTANDING ANY REQUIREMENT,TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN,THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS,EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.AGGREGATE LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR ADD. POLICY EFFECTIVE POLICY EXPIRATION LTR JNSRD TYPE OF INSURANCE POLICY NUMBER DATE(MM/DD/YY) DATE(MM/DD/YY) LIMITS GENERAL LIABILITY EACH OCCURRENCE S1,000,000 UAMAGt IU RtNItU VIII A X X COMMERCIAL GENERAL LIABILITY CP03697377 06/06/03 06/06/04 PREMISES(Ea occurence) $ 300,000 CLAIMS MADE X OCCUR MED EXP(Any one person) $ 10,000 _ X Owner/Cont Prot. PERSONAL&ADV INJURY $ 1,000,000 X STOP GAP LIABILIT GENERAL AGGREGATE $2,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: PRODUCTS-COMP/OP AGG $2,000,000 7 POLICY X jECOT LOC Emp Ben. 1,000,000 AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT $ 1000000 all A X X ANY AUTO CP03697377 06/06/03 06/06/04 (Ea accident) ALL OWNED AUTOS BODILY INJURY SCHEDULED AUTOS (Per person) $ X HIRED AUTOS BODILY INJURY X NON-OWNED AUTOS (Per accident) $ PROPERTY DAMAGE (Per accident) Mlti GARAGE LIABILITY AUTO ONLY-EA ACCIDENT $ ANY AUTO OTHER THAN EA ACC $ AUTO ONLY: AGG $ ISM EXCESS/UMBRELLA LIABILITY EACH OCCURRENCE $2,000,000 B X X OCCUR CLAIMSMADE AUC3697378 06/06/03 06/06/04 AGGREGATE $2,000,000 $ SIN DEDUCTIBLE $ X RETENTION $10000 $ WORKERS COMPENSATION AND Wt; IMITS L 01H- LIMITS ER EMPLOYERS'LIABILITY ANY PROPRIETOR/PARTNER/EXECUTIVE E.L.EACH ACCIDENT IIW OFFICER/MEMBER EXCLUDED? E.L.DISEASE-EA EMPLOYEE $ If yes,describe under SPECIAL PROVISIONS below E.L.DISEASE-POLICY LIMIT $ OTHER Wt DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES/EXCLUSIONS ADDED BY ENDORSEMENT/SPECIAL PROVISIONS IT IS AGREED THE CITY OF RENTON, ITS OFFICERS, OFFICIALS, AGENTS, EMPLOYEES 00 AND VOLUNTEERS ARE INCLUDED AS ADDITIONAL INSUREDS AS RESPECTS WORK PERFORMED BY OR ON BEHALF OF THE NAMED INSURED. COVERAGE IS PRIMARY AND NON-CONTRIBUTORY. WAIVER OF SUBROGATION APPLIES. SEE ATTACHED ENDORSEMENTS. RE: TALBOT HILL WATER MAIN REPLACEMENT PHASE 1: CAG-04-037. CERTIFICATE HOLDER CANCELLATION C IRENTO SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF,THE ISSUING INSURER WILL 671EMAIL 45 DAYS WRITTEN NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE LEFT, CITY OF RENTON •I •-_ .. .- ... :,. .. __. a-_•e _ ,_.•.-.-..._c ._ _ c_ 1055 S. GRADY WAY RENTON WA 98055 ApRIBr Vp TATIVE ACORD 25(2001/08) ©ACORD CORPORATION 1988 �.r POLICY NUMBER: CPO3697377 COMMERCIAL GENERAL LIABILITY CG 20 10 10 01 THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. ADDITIONAL INSURED - OWNERS, LESSEES OR CONTRACTORS - SCHEDULED PERSON OR ORGANIZATION This endorsement modifies insurance provided under the following: as COMMERCIAL GENERAL LIABILITY COVERAGE PART as SCHEDULE Name of Person or Organization: +.� CITY OF RENTON, ITS OFFICERS, OFFICIALS, AGENTS, EMPLOYEES AND VOLUNTEERS RE: TALBOT HILL WAQTER MAIN REPLACEMENT PHASE 1: CAG-04-037 in (If no entry appears above, information required to complete this endorsement will be shown in the Declarations as applicable to this endorsement.) OM A. Section II — Who Is An Insured is amended to (1) All work, including materials, parts include as an insured the person or organization or equipment furnished in shown in the Schedule, but only with respect to connection with such work, on the liability arising out of your ongoing operations project (other than service, mainte- performed for that insured. nance or repairs)to be performed by B. With respect to the insurance afforded to these or on behalf of the additional in- "� additional insureds, the following exclusion is sured(s) at the site of the covered added: operations has been completed; or 2. Exclusions (2) That portion of "your work" out of „r, which the injury or damage arises This insurance does not apply to "bodily in- has been put to its intended use by jury"or"property damage"occurring after: any person or organization other than another contractor or subcon- tractor engaged in performing op- erations for a principal as a part of the same project. OM CG 20 1010 01 ©ISO Properties, Inc., 2000 Page 1 of 1 THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. ADDITIONAL INSURED - PRIMARY COVERAGE W. This endorsement modifies insurance provided under the following: COMMERCIAL GENERAL LIABILITY COVERAGE FORM NMI SCHEDULE Name of person or organization: CITY OF RENTON, ITS OFFICERS, OFFICIALS, AGENTS, EMPLOYEES AND VOLUNTEERS aro WHO IS AN INSURED(Section II)is amended to include as an insured the person or organization shown in the Schedule,but only with respect to liability arising out of your work for that insured by or for you. Furthermore,the following is added to SECTION IV COMMERCIAL GENERAL LIABILITY CONDITIONS paragraph 4.Other Insurance: 4.Other Insurance d)This Insurance is primary for the person or organization shown in the schedule, but .r only with respect to liability arising out of your work for that insured by or for you.Other insurance afforded to that insured will apply as excess and not contribute as primary to the insurance afforded by this endorsement. All other terms and conditions of this policy remain unchanged. an WW1 .r. Waiver of Transfer of Rights of Recovery Against Others to Us CG 24 04 10 93 THIS ENDORSEMENT CHANGES THE POLICY.PLEASE READ IT CAREFULLY. WAIVER OF TRANSFER OF RIGHTS OF RECOVERY AGAINST OTHERS TO US This endorsement modifies insurance provided under the following: COMMERCIAL GENERAL LIABILITY COVERAGE PART u• SCHEDULE art Name of Person or Organization: CITY OF RENTON, ITS OFFICERS, OFFICIALS, AGENTS, EMPLOYEES AND VOLUNTEERS (If no entry appears above,information required to complete this endorsement will be shown in the Declarations as applicable to this endorsement.) rni The TRANSFER OF RIGHTS OF RECOVERY AGAINST OTHERS TO US Condition(Section IV— COMMERCIAL GENERAL LIABILITY CONDITIONS)is amended by the addition of the following: We waive any right of recovery we may have against the person or organization shown in the Schedule above because of payments we make for injury or damage arising out of your ongoing operations or"your work"done .rr under a contract with that person or organization and included in the"products-completed operations hazard".This waiver applies only to the person or organization shown in the Schedule above. irr .ir irr CG 24 04 10 93 Copyright,Insurance Services Office,Inc., 1992 rr 1111 POLICY NUMBER: CPO 3 3 7 7–00 COMMERCIAL GENERAL LIABILITY CG 25 03 03 97 n. THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. DESIGNATED CONSTRUCTION PROJECT(S) GENERAL AGGREGATE LIMIT This endorsement modifies insurance provided under the following: 1111 COMMERCIAL GENERAL LIABILITY COVERAGE PART SCHEDULE sir Designated Construction Projects: ALL CONSTRUCTION PROJECTS PERFORMED BY THE NAMED INSURED OTHER THAN +s THOSE INSURED UNDER A WRAP–UP OR ANY CONSOLIDATED OR SIMLIAR RATED INSURANCE PROGRAM. 1111 1111 (If no entry appears above,information required to complete this endorsement will be shown in the Declarations as applicable to this endorsement.) A. For all sums which the insured becomes legally designated construction project shown in the — obligated to pay as damages caused by "occur- Schedule above. rences" under COVERAGE A (SECTION I), and 4. The limits shown in the Declarations for Each for all medical expenses caused by accidents under Occurrence, Fire Damage and Medical Ex- 1. COVERAGE C (SECTION I), which can be att- pence continue to apply. However, instead of ributed only to ongoing operations at a single des- being subject to the General Aggregate Limit ignated construction project shown in the Schedule shown in the Declarations, such limits will be above: subject to the applicable Designated Construc- - 1. A separate Designated Construction Project tion Project General Aggregate Limit. General Aggregate Limit applies to each des B. For all sums which the insured becomes legally ignated construction project, and that limit is obligated to pay as damages caused by "occur- equal to the amount of the General Aggregate rences" under COVERAGE A (SECTION I), and „m Limit shown in the Declarations. for all medical expenses caused by accidents under 2. The Designated Construction Project General COVERAGE C (SECTION I), which cannot be Aggregate Limit is the most we will pay for the attributed only to ongoing operations at a single sum of all damages under COVERAGE A, ex- designated construction project shown in the Sched- cept damages because of "bodily injury" or ule above: "property damage" included in the "products 1. Any payments made under COVERAGE A for completed operations hazard", and for medical damages or under COVERAGE C for medical expenses under COVERAGE C regardless of g .r the number of: expenses shall reduce the amount available un- der the General Aggregate Limit or the Prod- a. Insureds; ucts-Completed Operations Aggregate Limit, b. Claims made or"suits"brought; or whichever is applicable; and .re C. Persons or organizations making claims or 2. Such payments shall not reduce any Designated bringing"suits". Construction Project General Aggregate Limit. 3. Any payments made under COVERAGE A for C. When coverage for liability arising out of the damages or under COVERAGE C for medical "products-completed operations hazard" is provided, expenses shall reduce the Designated Con- any payments for damages because of "bodily in- struction Project General Aggregate Limit for jury" or "property damage" included in the "pro- that designated construction project. Such pay- ducts-completed operations hazard" will reduce the ,,. ments shall not reduce the General Aggregate Products-Completed Operations Aggregate Limit, Limit shown in the Declarations nor shall they and not reduce the General Aggregate Limit nor reduce any other Designated Construction Pro- the Designated Construction Project General Ag- ject General Aggregate Limit for any other gregate Limit. CG 25 03 03 97 Copyright, Insurance Services Office,Inc., 1996 Page 1 of 2 ❑ AGENT COPY D. If the applicable designated constnc. An project E. The provisions Limits Of Insurance (SECTION has been abandoned, delayed, or abandoned and III) not otherwise modified by this endorsement then restarted, or if the authorized contracting shall continue to apply as stipulated. parties deviate from plans, blueprints, designs, specifications or timetables, the project will still be deemed to be the same construction project. Oki a a a a a Page 2 of 2 Copyright,Insurance Services Office,Inc., 1996 CG 25 03 03 97 ❑ AGENT COPY ilia When this insurance is excess, we will have no 6. Representations duty under Coverages A or B to defend the in- By accepting this policy, agree: w sured against any"suit" if any other insurer has y p g p y you g a duty to defend the insured against that "suit". a. The statements in the Declarations are accurate If no other insurer defends, we will undertake and complete; to do so, but we will be entitled to the insured's b. Those statements- , -•.--■ u••• representa- um rights against all those other insurers. .t'r�you made to us; and When this insurance is excess over other in- c We have issued this policy in reliance •son surance, we will pay only our share of the your representations. ""•" amount of the loss, if any, that exceeds the 7. Separation Of Insureds sum of: (1) The total amount that all such other in r Except with respect to the Limits of Insurance, and ail. ance would pay for the loss in the abs:nce any rights or duties specifically assigned in this in- of this insurance; and Coverage Part to the first Named Insured, this in- surance applies: (2) The total of all deductible and self-inured a. As if each Named Insured were the only Named amounts under all that other insuranc:. Insured; and We will share the remaining loss, if any with b. Separately to each insured against whom claim any other insurance that is not describ:d in is made or"suit" is brought. this Excess Insurance provision and was not or bought specifically to apply in excess of •e 8. Transfer Of Rights Of Recovery Against Others To Limits of Insurance shown in the Declarations Us of this Coverage Part. If the insured has rights to recover all or p.- of err c. Method Of Sharing - •ayment we have made under thi 'overage If all of the other insurance permits contribution Part, tho - .e• - - - •- - -• o us. The in- by equal shares, we will follow this method sured must do nothing after loss to impair them. At our request, the insured will bring "suit" or transfer NO also. Under this approach each insurer con- tributes equal amounts until it has paid its ap those rights to us and help us enforce them. plicable limit of insurance or none of the loss 9. When We Do Not Renew remains, whichever comes first. If we decide not to renew this Coverage Part, we mu If any of the other insurance does not permit will mail or deliver to the first Named Insured contribution by equal shares, we will contribute shown in the Declarations written notice of the by limits. Under this method, each insurer's nonrenewal not less than 30 days before the expi- ON share is based on the ratio of its applicable limit ration date. of insurance to the total applicable limits of in- If notice is mailed, proof of mailing will be sufficient surance of all insurers. proof of notice. 5. Premium Audit SECTION V- DEFINITIONS ow a. We will compute all premiums for this Coverage 1. "Advertisement" means a notice that is broadcast Part in accordance with our rules and rates. or published to the general public or specific mar- b. Premium shown in this Coverage Part as ad- ket segments about your goods, products or •"" vance premium is a deposit premium only. At services for the purpose of attracting customers or the close of each audit period we will compute supporters. For the purposes of this definition: the earned premium for that period and send a. Notices that are published include material ..• notice to the first Named Insured. The due date placed on the Internet or on similar electronic for audit and retrospective premiums is the means of communication; and date shown as the due date on the bill. If the b. Regarding web-sites, only that part of a web- sum sum of the advance and audit premiums paid site that is about your goods, products or for the policy period is greater than the earned premium, we will return the excess to the first services for the purposes of attracting custom- Named Insured. ers or supporters is considered an advertise- ment. ;r. C. The first Named Insured must keep records of 2. "Auto" means a land motor vehicle, trailer or semi- the information we need for premium computa- trailer trailer designed for travel on public roads, includ- tion, and send us copies at such times as we ing any attached machinery or equipment. But may request. ,•o "auto" does not include"mobile equipment". Page 12 of 16 © ISO Properties, Inc., 2000 CG 00 01 10 01 ❑ Y•u AGENT COPY ENDORSEMENT In consideration of the premium charged, it is hereby agreed and understood that Policy Number issued by Insurance Company, is amended to include the following terms and conditions as respects Contract Number CAG-04- issued by the City of Renton(OWNER). tie 1. ADDITIONAL INSURED. The OWNER, their elected or appointed officers, officials, employees, sub- consultants, 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, sub-consultants or volunteers; or stand in an unbroken chain of coverage excess of the NAMED Ito 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, sub-consultants 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 be manner as through a separate policy had been issued to each, except that nothing herein shall operate to increase the company's liability beyond the amount or amounts for which the company would have been liable had only one insured been named. a 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 rr 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 filed with the OWNER. 6. AGGREGATE LIMIT. The General Aggregate Limit under Limits of Insurance applies separately to the above named contract for the above named OWNER. w Date Authorized Representative Signature N a err H:\File Sys\WTR-Drinking Water Utility\WTR-27-Water Project Files\WTR-27-3142 Talbot Hill Phase 1\talbot hill bidpak.DOC\RLM\tb Page 26 tie Department of Labor and Industries s.rr STATEMENT OF INTENT TO !.0%:11 PAY PREVAILING WAGES • Prevailing Wage :;:; (360)902-5335 ` www.lni.wa.gov/prevailingwage ' % Public Works Contract $25.00 Filing Fee Required IYID •This form must be typed or printed in ink. Projcct Name Contract N •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) ttrr (APPROVED FORM WILL BE MAILED TO THIS ADDRESS ' ) Address Contractor,company or agency name,address,city,state&ZIP+4 City State ZIP+4 Awarding Agency Project Contact Person Phone# ( ) 41II1 County where work will be performed City where work will be performed Bid due date (m/d/y) Date contract awarded (m/d/y) / / ! Prime contractor(has contract with the public agency) Contractor Registration No. - Do on intend to use subcontractors? Do you intend to use apprentices? Yes [J No D Yes El No Rate of Rate of hourly Estimated no. lion Craft/trade and occupation (Do NOT list apprentices) hourly pay fringe benefits of workers +tltt i 1tia ear sur um Company name,address,city,state,ZIP+4 Indicate total dollar amount of your contract $ V M I hereby certify that the above information is correct and that all workers I employ on this Public Works Project will be 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 e(V)ignature • Email address Phone number For TAI Use.bnlp ( ) ❑$25 or S 1 For L&T Use Only Check Numb: APPROVED: Department of Labor and Industries Issued By ••• By Industrial Statistician F700-029-000 statement of intent to pay prevailing wages 10-02 After APPROVAL, send white copy to Award in Agency. err Canary copy•L&I Department of Labor and Industries .7'"%"--4 AFFIDAVIT_OF_WAGES PAID ii• Prevailing Wage °::::tifill il (360)902-5335 Public Works Contract www.lni.wa.gov/prevailingwage , $25.00 Filing Fee Required •This form must be typed or printed in ink. Project Name Contract# •Fill in all blanks or form will be returned for correction(see back). •Please allow a minimum of 10 working days for processing. Contract Awarding Agency(public agency-not federal or private) WO 'ii'llgragYPIP.ARY:F.PiggiiP441Pg:Pl. OIMAPP.gg$Cgligiiiiiiiiii, :iiiii''' Adar—es7— Contractor,company or agency name,address,city,state&ZIP+4 City State ZIP+4 Vial Awarding Agency Project Contact Person Phone# ( ) #1. County where work was performed City where work was performed Bid due date (m/d/y) Date contract awarded (m/d/y) UN / / I / Prime contractor(has contract with the public agency) — Contractor Registration No. Date work completed (m/d/y) Date Intent filed (ro/c1/Y) — I / / / Craft/trade/occupation and apprentices (For apprentices,give name, Number Total#hrs Rate of Rate of hourly so registration#,trade,dates of work on project,stage of progression,wage and fringe) of Workers worked-ea trade Hourly Pay fringe benefits is lor so _ ._.... . sui ti, ----_----_-------- Company name,address,city,state,ZIP+4 Indicate total dollar amount ‘h go 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 or Industrial Statistician of the Department of Labor and Industries. Contractor Registration No. UBI Title 4-i3Signature w Email address Phone number ( ) ::::::i:.:::: ::PiiM.M.M...................................................................................... 0$25 or $ Check Numb"' : 0 E. ' g CERTIFIED: Department of Labor and Industries Issued By .; : '1: i. tar 1 By .::: . ■.t ii. Industrial Statistician ::::::: .:... -... -.. F700-007-000 affidavit of wages 11-02 After APPROVAL. send white copy to Awarding Agency. Canary copy-L&I or +r. CERTIFICATION OF PAYMENT OF PREVAILING WAGES Date: Project: Talbot Hill Water Main Replacement Phase 1, CAG—04- 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 +ir By: Ole Title: IMP OW +r OOP err H:\File Sys\WTR-Drinking Water Utility\WTR-27-Water Project Files\WTR-27-3142 Talbot Hill Phase 1\talbot hill bidpak.DOC\RLM\tb Page 44 ING County -Effective: 3/3/2004 -- Page 1 of 15 IMO ',:r" Topic Index I Contact Info search-Ir ' > _. Home Safety Claims ft insurance Workplace Rights Trades 6t Licensing Find a Law or Rule Get a Form or Publication 0 Help O Get or Renew a License KING Count y Effective: 3/3/2004 Electrical fro Apprenticeship • Factory Built Structures Washington State Prevailing Wage Rates for Public Works O Elevators Contracts „a,,0 Contractors The PREVAILING WAGES listed here include both the hourly wage rate and 3 Plumbers the hourly rate of fringe benefits. On public works projects, workers' wage Prevailing wage and benefit rates must add to not less than this total. A brief description of About Prevailing Wage overtime calculation requirements is provided by clicking on the benefit or code. 0 Prevailing Wage Rates 0 Rates by Trade a County +r 0 Scopes of Work KING County -- Effective 3/3/2004 -- Benefit Code Key 0 Rate Surveys w;_ a d.._. El Intents and Affidavits Prevailing Overtime Holiday Note +r O Debarred Contractors Classification Wage Code Code Code 0 Advisory Committee O Forms 8 Publications ASBESTOS ABATEMENT WORKERS to Boilers JOURNEY LEVEL $31.86 1 N 5D 0 Trades ft Licensing Rules ° BOILERMAKERS • JOURNEY LEVEL $33.32 1 BRICK AND MARBLE MASONS JOURNEY LEVEL $38.37 1M 5A sir CABINET MAKERS (IN SHOP) JOURNEY LEVEL $16.67 1 op CARPENTERS ACOUSTICAL WORKER $38.06 1M 5D BRIDGE, DOCK AND WARF $37.90 1M 5D `i. CARPENTERS CARPENTER $37.90 1M 5D .r • CREOSOTED MATERIAL $38.00 1M 5D DRYWALL APPLICATOR $38.74 1M 5D ow FLOOR FINISHER $38.03 1M 5D FLOOR LAYER $38.03 1M 5D FLOOR SANDER $38.03 1M 5D to MILLWRIGHT AND MACHINE $38.90 1M 5D ERECTORS al ' PILEDRIVERS, DRIVING, $38.10 1M 5D PULLING, PLACING COLLARS • AND WELDING +a SAWFILER $38.03 1M 5D tttp://www.lni.wa.gov/PrevailingWage/jwages/20041/co17.asp 02/03/2004 KING County -Effective: 3/3/2004 -- Page 2 of 1"'` 0 SHINGLER $38.03 1M 5D STATIONARY POWER SAW $38.03 1M 5D NI OPERATOR STATIONARY $38.03 1M 5D is WOODWORKING TOOLS 'CEMENT MASONS JOURNEY LEVEL $38.94 1M 5D S DIVERS £t TENDERS DIVER $79.57 1M 5D 8A iii i DIVER TENDER $40.67 1M 5D DREDGE WORKERS WI ASSISTANT ENGINEER $38.37 1B 5D 8L ASSISTANT MATE $37.91 1B 5D 8L (DECKHAND) `w BOATMEN $38.37 1B 5D 8L ENGINEER WELDER $38.42 1B 5D 8L is , s LEVERMAN, HYDRAULIC $39.85 1B 5D 8L MAINTENANCE $37.91 1B 5D 8L lit MATES $38.37 1B 5D 8L OILER $38.02 1B 5D 8L DRYWALL TAPERS JOURNEY LEVEL $38.59 1J 5B ELECTRICAL FIXTURE MAINTENANCE WORKERS JOURNEY LEVEL $18.69 1 ELECTRICIANS - INSIDE CABLE SPLICER $48.51 1D 6H CABLE SPLICER (TUNNEL) $52.31 10 6H Ile CERTIFIED WELDER $46.79 1D 6H CERTIFIED WELDER $50.41 1D 6H (TUNNEL) Iiii 3 CONSTRUCTION STOCK $24.33 1D 6H PERSON JOURNEY LEVEL $45.06 1D 6H JOURNEY LEVEL (TUNNEL) $48.51 1D 6H 9 ELECTRICIANS -MOTOR SHOP CRAFTSMAN $15.37 2A 6C JOURNEY LEVEL $14.69 2A 6C Ili: ELECTRICIANS - POWERLINE CONSTRUCTION CABLE SPLICER $48.96 4A 5A ,iii http://www.ini.wa.gov/PrevailingWage/jwages/20041/co17.asp 02/03/200 T'.ING County - Effective: 3/3/2004 -- Page 3 of 15 CERTIFIED LINE WELDER $44.65 4A 5A GROUNDPERSON $32.13 4A 5A HEAD GROUNDPERSON $33.93 4A 5A `rr " HEAVY LINE EQUIPMENT $44.65 4A 5A OPERATOR JACKHAMMER OPERATOR $33.93 4A 5A rrr JOURNEY LEVEL $44.65 4A 5A LINEPERSON LINE EQUIPMENT OPERATOR $37.87 4A 5A POLE SPRAYER $44.65 4A 5A POWDERPERSON $33.93 4A 5A rrr ELECTRONIC St TELECOMMUNICATION TECHNICIANS JOURNEY LEVEL $12.07 1 tar ELEVATOR CONSTRUCTORS MECHANIC $49.28 4A 6Q '■' MECHANIC IN CHARGE $54.18 4A 6Q FABRICATED PRECAST CONCRETE PRODUCTS ALL CLASSIFICATIONS $11.60 2K 6S FENCE ERECTORS FENCE ERECTOR $18.71 1 FENCE LABORER $12.77 1 FLAGGERS rr JOURNEY LEVEL $27.18 1N 5D GLAZIERS JOURNEY LEVEL $38.96 2E 5G HEAT 8 FROST INSULATORS AND ASBESTOS WORKERS MECHANIC $39.93 1F 5E HEATING EQUIPMENT MECHANICS MECHANIC $33.65 1 HOD CARRIERS Ft MASON TENDERS JOURNEY LEVEL $32.34 1N 5D INDUSTRIAL ENGINE AND MACHINE MECHANICS MECHANIC $15.65 1 es INDUSTRIAL POWER VACUUM CLEANER JOURNEY LEVEL $9.07 1 +�n INLAND BOATMEN CAPTAIN $33.50 1K 5B COOK $28.96 1K 5B "`P►ttp://www.lni.wa.gov/PrevailingWage/jwages/20041/co17.asp 02/03/2004 KING County -Effective: 3/3/2004 -- Page 4 of 15 me DECKHAND $28.16 1K 5B ENGINEER/DECKHAND $30.61 1K 5B try MATE, LAUNCH OPERATOR $32.05 1K 5B INSPECTION/CLEANING/SEALING OF SEWER £t WATER SYSTEMS BY ' NI REMOTE CONTROL CLEANER OPERATOR, $9.73 1 FOAMER OPERATOR or GROUT TRUCK OPERATOR $11.48 1 HEAD OPERATOR $12.78 1 ali TECHNICIAN $7.16 1 TV TRUCK OPERATOR $10.53 1 so INSULATION APPLICATORS JOURNEY LEVEL $37.90 1M 5D ow IRONWORKERS JOURNEY LEVEL $41.02 1B 5A LABORERS oil I ASPHALT RAKER $32.34 1N 5D BALLAST REGULATOR $31.86 1N 5D ow MACHINE BATCH WEIGHMAN $27.18 1N 5D BRUSH CUTTER $31.86 1N 5D iii BRUSH HOG FEEDER $31.86 1N 5D BURNERS $31.86 1N 5D fla CARPENTER TENDER $31.86 1N 5D CASSION WORKER $32.70 1N 5D is CEMENT DUMPER/PAVING $32.34 1N 5D CEMENT FINISHER TENDER $31.86 1N 5D "� CHANGE-HOUSE MAN OR $31.86 1N 5D DRY SHACKMAN CHIPPING GUN (OVER 30 $32.34 1N 5D Imo LBS) CHIPPING GUN (UNDER 30 $31.86 1N 5D LBS) al CHOKER SETTER $31.86 1N 5D CHUCK TENDER $31.86 1N 5D to CLEAN-UP LABORER $31.86 1N 5D CONCRETE DUMPER/CHUTE $32.34 1N 5D OPERATOR ea CONCRETE FORM STRIPPER $31.86 1N 5D CONCRETE SAW OPERATOR $32.34 1N 5D e http://www.lni.wa.gov/PrevailingWage/jwages/20041/co17.asp 02/03/2004. ING County -Effective: 3/3/2004 -- Page 5 of 15 N10 CRUSHER FEEDER $27.18 1N 5D r CURING LABORER $31.86 1N 5D DEMOLITION, WRECKING a $31.86 1N 5D •• MOVING (INCLUDING CHARRED MATERIALS) DITCH DIGGER $31.86 1N 5D e10 DIVER $32.70 1N 5D DRILL OPERATOR $32.34 1N 5D al (HYDRAULIC, DIAMOND) DRILL OPERATOR, AIRTRAC $32.70 1N 5D DUMPMAN $31.86 1N 5D Ww EPDXY TECHNICIAN $31.86 1N 5D EROSION CONTROL WORKER $31.86 1N 5D •• FALLER/BUCKER, CHAIN $32.34 1N 5D SAW FINAL DETAIL CLEANUP $24.86 1N 5D IMO (i.e., dusting, vacuuming, window cleaning; NOT construction debris +• cleanup) FINE GRADERS $31.86 1N 5D as FIRE WATCH $27.18 1N 5D FORM SETTER $31.86 1N 5D GABION BASKET BUILDER $31.86 1N 5D 4110 GENERAL LABORER $31.86 1N 5D GRADE CHECKER a TRANSIT $32.34 1N 5D OW PERSON GRINDERS $31.86 1N 5D 4141 GROUT MACHINE TENDER $31.86 1N 5D GUARDRAIL ERECTOR $31.86 1N 5D HAZARDOUS WASTE $32.70 1N 5D "' WORKER LEVEL A HAZARDOUS WASTE $32.34 1N 5D WORKER LEVEL B 4141 HAZARDOUS WASTE $31.86 1N 5D WORKER LEVEL C 41■ HIGH SCALER $32.70 1N 5D HOD CARRIER/MORTARMAN $32.34 1N 5D .r JACKHAMMER $32.34 1N 5D LASER BEAM OPERATOR $32.34 1N 5D MANHOLE BUILDER- $32.34 1N 5D - MUDMAN "' 02/03/2004 http://www.lni.wa.gov/PrevailingWage/jwages/20041/co17.asp KING County - Effective: 3/3/2004 -- Page 6 of 15 is MATERIAL YARDMAN $31.86 1N 5D MINER $32.70 1N 5D us NOZZLEMAN, CONCRETE $32.34 1N 5D PUMP, GREEN CUTTER ea WHEN USING HIGH PRESSURE AIR Et WATER ON CONCRETE a ROCK, SANDBLAST, GUNITE, lo SHOTCRETE, WATER BLASTER PAVEMENT BREAKER $32.34 1N 5D 'i PILOT CAR $27.18 1N 5D to PIPE POT TENDER $32.34 1N 5D PIPE RELINER (NOT INSERT $32.34 1N 5D TYPE) es PIPELAYER Et CAULKER $32.34 1N 5D PIPELAYER a CAULKER $32.70 1N 5D (LEAD) PIPEWRAPPER $32.34 1N 5D POT TENDER $31.86 1N 5D err POWDERMAN $32.70 1N 5D POWDERMAN HELPER $31.86 1N 5D POWERJACKS $32.34 1N 5D or RAILROAD SPIKE PULLER $32.34 1N 5D (POWER) Ili RE-TIMBERMAN $32.70 1N 5D RIPRAP MAN $31.86 1N 5D ow RODDER $32.34 1N 5D SCAFFOLD ERECTOR $31.86 1N 5D 1 SCALE PERSON $31.86 1N 5D or SIGNALMAN $31.86 1N 5D SLOPER (OVER 20") $32.34 1N 5D aso SLOPER SPRAYMAN $31.86 1N 5D SPREADER (CLARY POWER $32.34 1N 5D OR SIMILAR TYPES) t SPREADER (CONCRETE) $32.34 1N 5D STAKE HOPPER $31.86 1N 5D to STOCKPILER $31.86 1N 5D TAMPER a SIMILAR $32.34 1N 5D fai ELECTRIC, AIR a GAS TAMPER (MULTIPLE Et SELF $32.34 1N 5D PROPELLED) No http://www.lni.wa.gov/PrevailingWage/jwages/20041/co17.asp 02/03/20046 :ING County -Effective: 3/3/2004 -- Page 7 of 15 .. TOOLROOM MAN (AT JOB $31.86 1N 5D r SITE) TOPPER-TAILER $31.86 1N 5D ; , TRACK LABORER $31.86 1N 5D TRACK LINER (POWER) $32.34 1N 5D TRUCK SPOTTER $31.86 1N 5D TUGGER OPERATOR $32.34 IN 5D VIBRATING SCREED (AIR, $31.86 1N 5D GAS, OR ELECTRIC) VIBRATOR $32.34 1N 5D VINYL SEAMER $31.86 1N 5D WELDER $31.86 1N 5D WELL-POINT LABORER $32.34 1N 5D r• LABORERS - UNDERGROUND SEWER£t WATER GENERAL LABORER $31.86 1N 5D PIPE LAYER $32.34 1N 5D LANDSCAPE CONSTRUCTION IRRIGATION OR LAWN $11.07 1 SPRINKLER INSTALLERS LANDSCAPE EQUIPMENT $10.63 1 OPERATORS OR TRUCK DRIVERS $ LANDSCAPING OR PLANTING $8.42 1 LABORERS LATHERS +wr JOURNEY LEVEL $38.74 1M 5D MACHINISTS (HYDROELECTRIC SITE WORK) rr MACHINIST $16.84 1 METAL FABRICATION (IN SHOP) FITTER $15.86 1 .r LABORER $9.78 1 MACHINE OPERATOR $13.04 1 .r PAINTER $11.10 1 WELDER $15.48 1 +r• MODULAR BUILDINGS CABINET ASSEMBLY $11.56 1 ELECTRICIAN $11.56 1 EQUIPMENT MAINTENANCE $11.56 1 PLUMBER $11.56 1 Imp 02/03/2004 htto://www.lni.wa.gov/PrevailingWage/jwages/20041/co17.asp KING County - Effective: 3/3/2004 -- Page 8 of 15T: NO PRODUCTION WORKER $9.26 1 TOOL MAINTENANCE $11.56 1 iti UTILITY PERSON $11.56 1 WELDER $11.56 1 e s PAINTERS JOURNEY LEVEL $30.77 2B 5A op PLASTERERS JOURNEY LEVEL $39.33 1R 5A et PLAYGROUND Et PARK EQUIPMENT INSTALLERS JOURNEY LEVEL $8.42 1 PLUMBERS Et PIPEFITTERS et JOURNEY LEVEL $48.71 1G 5A POWER EQUIPMENT OPERATORS • ASSISTANT ENGINEERS $36.41 1T 5D 8L BACKHOE, EXCAVATOR, $39.03 1T 5D 8L di SHOVEL (3 YD Et UNDER) BACKHOE, EXCAVATOR, $39.49 1T 5D 8L SHOVEL (OVER 3 YD a UNDER 6 YD) BACKHOE, EXCAVATOR, $40.01 1T 5D 8L SHOVEL (6 YD AND OVER Wil WITH ATTACHMENTS) BACKHOES, (75 HP Et $38.64 1T 5D 8L UNDER) et BACKHOES, (OVER 75 HP) $39.03 1T 5D 8L BARRIER MACHINE (ZIPPER) $39.03 1T 5D 8L eal BATCH PLANT OPERATOR, $39.03 1T 5D 8L CONCRETE BELT LOADERS (ELEVATING $38.64 1T 5D 8L to TYPE ) BOBCAT $36.41 1T 5D 8L et BROOMS $36.41 1T 5D 8L BUMP CUTTER $39.03 1T 5D 8L ow CABLEWAYS $39.49 1T 5D 8L CHIPPER $39.03 1T 5D 8L ' COMPRESSORS $36.41 1T 5D 8L eig CONCRETE FINISH MACHINE $36.41 1T 5D 8L - LASER SCREED wr CONCRETE PUMPS $38.64 1T 5D 8L r CONCRETE PUMP-TRUCK $39.03 1T 5D 8L MOUNT WITH BOOM ust http://www.lni.wa.gov/PrevailingWage/jwages/20041/co17.asp 02/03/200 ' ING County -Effective: 3/3/2004 -- Page 9 of 15 ATTACHMENT INN CONVEYORS $38.64 1T 5D 8L CRANES, THRU 19 TONS, $38.64 1T 5D 8L ,Mr WITH ATTACHMENTS CRANES, 20 - 44 TONS, $39.03 1T 5D 8L WITH ATTACHMENTS CRANES, 45 TONS - 99 $39.49 1T 5D 8L TONS, UNDER 150 FT OF BOOM (INCLUDING JIB WITH ATACHMENTS) CRANES, 100 TONS - 199 $40.01 1T 5D 8L TONS, OR 150 FT OF BOOM r (INCLUDING JIB WITH ATTACHMENTS) CRANES, 200 TONS TO 300 $40.55 1T 5D 8L rr TONS, OR 250 FT OF BOOM (INCLUDING JIB WITH ATTACHMENTS) CRANES, A-FRAME, 10 TON $36.41 1T 5D 8L AND UNDER CRANES, A-FRAME, OVER 10 $38.64 1T 5D 8L o` TON CRANES, OVER 300 TONS, $41.07 1T 5D 8L OR 300' OF BOOM INCLUDING JIB WITH ATTACHMENTS - _ CRANES, OVERHEAD, $39.03 1T 5D 8L BRIDGE TYPE ( 20 - 44 TONS) CRANES, OVERHEAD, $39.49 1T 5D 8L BRIDGE TYPE ( 45 - 99 TONS) CRANES, OVERHEAD, $40.01 1T 5D 8L BRIDGE TYPE (100 TONS a OVER) r CRANES, TOWER CRANE UP $40.01 1T 5D 8L TO 175' IN HEIGHT, BASE TO BOOM CRANES, TOWER CRANE $40.55 1T 5D 8L OVER 175' IN HEIGHT, BASE TO BOOM CRUSHERS $39.03 1T 5D 8L DECK ENGINEER/DECK $39.03 1T 5D 8L two WINCHES (POWER) DERRICK, BUILDING $39.49 1T 5D 8L DOZERS, D-9 a UNDER $38.64 1T 5D 8L ow http://www.lni.wa.gov/PrevailingWage/jwages/20041/co17.asp 02/03/2004 KING County - Effective: 3/3/2004 -- Page 10 of 15 sio DRILL OILERS - AUGER $38.64 1T 5D 8L TYPE, TRUCK OR CRANE MOUNT DRILLING MACHINE $39.03 1T 5D 8L so ELEVATOR AND MANLIFT, $36.41 1T 5D 8L PERMANENT AND SHAFT- TYPE so EQUIPMENT SERVICE $38.64 1T 5D 8L ENGINEER (OILER) FINISHING $39.03 1T 5D 8L MACHINE/BIDWELL GAMACO AND SIMILAR EQUIP FORK LIFTS, (3000 LBS AND $38.64 1T 5D 8L a OVER) FORK LIFTS, (UNDER 3000 $36.41 1T 5D 8L LBS) GRADE ENGINEER $38.64 1T 5D 8L GRADECHECKER AND $36.41 1T 5D 8L STAKEMAN GUARDRAIL PUNCH $39.03 1T 5D 8L HOISTS, OUTSIDE $38.64 1T 5D 8L �r (ELEVATORS AND MANLIFTS), AIR TUGGERS at HORIZONTAL/DIRECTIONAL $38.64 1T 5D 8L DRILL LOCATOR HORIZONTAL/DIRECTIONAL $39.03 1T 5D 8L DRILL OPERATOR HYDRALIFTS/BOOM TRUCKS $36.41 1T 5D 8L (10 TON a UNDER) HYDRALIFTS/BOOM TRUCKS $38.64 1T 5D 8L (OVER 10 TON) LOADERS, OVERHEAD (6 YD $39.49 1T 5D 8L UPTO8YD) LOADERS, OVERHEAD (8 YD $40.01 1T 5D 8L , a OVER) LOADERS, OVERHEAD $39.03 1T 5D 8L (UNDER 6 YD), PLANT FEED LOCOMOTIVES, ALL $39.03 1T 5D 8L MECHANICS, ALL $39.49 1T 5D 8L a MIXERS, ASPHALT PLANT $39.03 1T 5D 8L MOTOR PATROL GRADER $39.03 1T 5D 8L (FINISHING) Mt MOTOR PATROL GRADER $38.64 1T 5D 8L (NON-FINISHING) sr http://www.lni.wa.gov/PrevailingWage/jwages/20041/co17.asp 02/03/2004' ING County - Effective: 3/3/2004 -- Page 11 of 15 es MUCKING MACHINE, MOLE, $39.49 1T 5D 8L TUNNEL DRILL AND/OR SHIELD OIL DISTRIBUTORS, BLOWER $36.41 1T 5D 8L NW DISTRIBUTION AND MULCH SEEDING OPERATOR PAVEMENT BREAKER $36.41 1T 5D 8L ow PILEDRIVER (OTHER THAN $39.03 1T 5D 8L CRANE MOUNT) wr PLANT OILER (ASPHALT, $38.64 1T 5D 8L CRUSHER) POSTHOLE DIGGER, $36.41 1T 5D 8L MECHANICAL POWER PLANT $36.41 1T 5D 8L r PUMPS, WATER $36.41 1T 5D 8L QUAD 9, D-10, AND HD-41 $39.49 1T 5D 8L REMOTE CONTROL $39.49 1T 5D 8L OPERATOR ON RUBBER TIRED EARTH MOVING EQUIP rr RIGGER AND BELLMAN $36.41 1T 5D 8L ROLLAGON $39.49 1T 5D 8L ow ROLLER, OTHER THAN $36.41 1T 5D 8L PLANT ROAD MIX ROLLERS, PLANTMIX OR $38.64 1T 5D 8L MULTILIFT MATERIALS ROTO-MILL, ROTO-GRINDER $39.03 1T 5D 8L .rr SAWS, CONCRETE $38.64 1T 5D 8L SCRAPERS - SELF $39.03 1T 5D 8L PROPELLED, HARD TAIL END rr DUMP, ARTICULATING OFF- ROAD EQUIPMENT ( UNDER 45 YD) SCRAPERS - SELF $39.49 1T 5D 8L PROPELLED, HARD TAIL END DUMP, ARTICULATING OFF- ROAD EQUIPMENT (45 YD AND OVER) SCRAPERS, CONCRETE AND $38.64 1T 5D 8L .r CARRY ALL SCREED MAN $39.03 1T 5D 8L +.r SHOTCRETE GUNITE $36.41 1T 5D 8L SLIPFORM PAVERS $39.49 1T 5D 8L SPREADER, TOPSIDE $39.03 1T 5D 8L OPERATOR - BLAW KNOX d" 02/03/2004 http://www.lni.wa.�ov/PrevailingWage/jwages/20041/co 17.asp KING County -Effective: 3/3/2004 -- Page 12 of 1 s illi SUBGRADE TRIMMER $39.03 1T 5D 8L TOWER BUCKET ELEVATORS $38.64 1T 5D 8L irii TRACTORS, (75 HP Et $38.64 1T 5D 8L UNDER ) air TRACTORS, (OVER 75 HP) $39.03 1T 5D 8L TRANSFER MATERIAL $39.03 1T 5D 8L SERVICE MACHINE a TRANSPORTERS, ALL TRACK $39.49 1T 5D 8L OR TRUCK TYPE rig TRENCHING MACHINES $38.64 1T 5D 8L TRUCK CRANE $38.64 1T 5D 8L OILER/DRIVER ( UNDER 100 fig TON) TRUCK CRANE $39.03 1T 5D 8L OILER/DRIVER (100 TON a 0 OVER) , TRUCK MOUNT PORTABLE $39.03 1T 5D 8L CONVEYER rr WHEEL TRACTORS, $36.41 1T 5D 8L FARMALL TYPE to YO YO PAY DOZER $39.03 1T 5D 8L POWER EQUIPMENT OPERATORS- UNDERGROUND SEWER Et WATER ii (SEE POWER EQUIPMENT $0.00 OPERATORS) ili POWER LINE CLEARANCE TREE TRIMMERS JOURNEY LEVEL IN CHARGE $32.01 4A 5A SPRAY PERSON $30.29 4A 5A ri► TREE EQUIPMENT $30.71 4A 5A OPERATOR irr TREE TRIMMER $28.43 4A 5A TREE TRIMMER $20.89 4A 5A GROUNDPERSON Iris REFRIGERATION Et AIR CONDITIONING MECHANICS MECHANIC $46.46 1G 5A la RESIDENTIAL BRICK &t MARBLE MASONS JOURNEY LEVEL $27.05 1 iw RESIDENTIAL CARPENTERS JOURNEY LEVEL $23.47 1 RESIDENTIAL CEMENT MASONS . 4111 JOURNEY LEVEL $22.64 1 RESIDENTIAL DRYWALL TAPERS isi► http://www.lni.wa.gov/PrevailingWage/jwages/20041/co17.asp 02/03/20041' `"ING County -Effective: 3/3/2004 -- Page 13 of 15 r. JOURNEY LEVEL $38.59 1J 5B tor RESIDENTIAL ELECTRICIANS JOURNEY LEVEL $26.24 1 RESIDENTIAL GLAZIERS JOURNEY LEVEL $26.84 2E 5G RESIDENTIAL INSULATION APPLICATORS JOURNEY LEVEL $17.60 1 wr RESIDENTIAL LABORERS JOURNEY LEVEL $18.12 1 RESIDENTIAL PAINTERS JOURNEY LEVEL $18.36 1 RESIDENTIAL PLUMBERS a PIPEFITTERS JOURNEY LEVEL $22.95 1 RESIDENTIAL REFRIGERATION Et AIR CONDITIONING MECHANICS JOURNEY LEVEL $46.46 1G 5A RESIDENTIAL SHEET METAL WORKERS JOURNEY LEVEL (FIELD OR $19.48 1 Ito SHOP) RESIDENTIAL SOFT FLOOR LAYERS JOURNEY LEVEL $31.52 1B 5A RESIDENTIAL SPRINKLER FITTERS (FIRE PROTECTION) JOURNEY LEVEL $25.58 1B 5C RESIDENTIAL TERRAZZO/TILE FINISHERS JOURNEY LEVEL $26.30 1 RESIDENTIAL TERRAZZO/TILE SETTERS JOURNEY LEVEL $35.63 1H 5A +rr ROOFERS JOURNEY LEVEL $34.53 1R 5A +r USING IRRITABLE $37.53 1R 5A BITUMINOUS MATERIALS SHEET METAL WORKERS JOURNEY LEVEL (FIELD OR $45.43 1J 6L SHOP) err SIGN MAKERS Et INSTALLERS (ELECTRICAL) SIGN INSTALLER $23.36 1 .r SIGN MAKER $16.84 1 SIGN MAKERS a INSTALLERS (NON-ELECTRICAL) SIGN INSTALLER $17.31 1 +rr Iittp://www.lni.wa.gov/PrevailingWage/jwages/20041/co 17.asp 02/03/2004 KING County - Effective: 3/3/2004 -- Page 14 of 1 SIGN MAKER $15.61 1 SOFT FLOOR LAYERS JOURNEY LEVEL $31.52 1B 5A SOLAR CONTROLS FOR WINDOWS JOURNEY LEVEL $12.44 1 5S SPRINKLER FITTERS (FIRE PROTECTION) JOURNEY LEVEL $46.19 1B 5C STAGE RIGGING MECHANICS (NON STRUCTURAL) JOURNEY LEVEL $13.23 1 SURVEYORS CHAIN PERSON $9.35 1 qtr INSTRUMENT PERSON $11.40 1 PARTY CHIEF $13.40 1 TELEPHONE LINE CONSTRUCTION - OUTSIDE CABLE SPLICER $27.84 2B 5A HOLE DIGGER/GROUND $15.69 2B 5A PERSON INSTALLER (REPAIRER) $26.70 2B 5A 'P JOURNEY LEVEL $25.91 2B 5A TELEPHONE LINEPERSON SPECIAL APPARATUS $27.84 2B 5A INSTALLER I SPECIAL APPARATUS $27.28 2B 5A INSTALLER II TELEPHONE EQUIPMENT $27.84 2B 5A OPERATOR (HEAVY) +o TELEPHONE EQUIPMENT $25.91 2B 5A OPERATOR (LIGHT) TELEVISION GROUND $14.89 2B 5A PERSON TELEVISION $19.81 2B 5A LINEPERSON/INSTALLER TELEVISION SYSTEM $23.43 2B 5A TECHNICIAN TELEVISION TECHNICIAN $21.11 2B 5A TREE TRIMMER $25.91 2B 5A TERRAZZO WORKERS &t TILE SETTERS JOURNEY LEVEL $35.63 1H 5A TILE, MARBLE Et TERRAZZO FINISHERS FINISHER $29.46 1H 5A http://www.lni.wa.gov/PrevailingWage/jwages/20041/co17.asp 02/03/200P TING County - Effective: 3/3/2004 -- Page 15 of 15 TRAFFIC CONTROL STRIPERS my JOURNEY LEVEL $30.40 1K 5A 'TRUCK DRIVERS me ASPHALT MIX ( TO 16 $35.91 1T 5D 8L YARDS) ASPHALT MIX (OVER 16 $36.49 1T 5D 8L w` YARDS) DUMP TRUCK $35.91 1T 5D 8L ern DUMP TRUCK Et TRAILER $36.49 1T 5D 8L OTHER TRUCKS $36.49 1T 5D 8L TRANSIT MIXER $23.45 1 VW WELL DRILLERS & IRRIGATION PUMP INSTALLERS IRRIGATION PUMP $17.71 1 to INSTALLER OILER $12.97 1 es WELL DRILLER $17.68 1 __.............. . r�� About Lai I Find a job at L£tI I Informacion en espanol I Site Feedback I 1-800-547-8367 ` wl (�/l till 1"4:6441* ."" i Washington State Dept.of Labor and industries. Use of this site is subject to the laws of the state of Washington -. ._ Access Agreement I Privacy and security statement I Intended use/external content policy I Staff only link Visit access.wa.gov Ili NO MO N W ✓s IMP IN lir littp://www.lni.wa.gov/PrevailingWage/jwages/20041/co17.asp 02/03/2004 `r CITY OF RENTON SUPPLEMENTAL SPECIFICATIONS iti 1 1-01 Definitions and Terms 1-01 Definitions and Terms ea )partment shall also refer to the De Partment of PlanningBuildmg/Public Works Administrator. i Division 1 Special Provisions(RC) +w• General Requirements modifications to the standard specifications spacificatio>as and supplemental specifications that apply to an individual project_ The special provisions may describe work the an 1-01 Definitions and Terms specifications do not cover. Such work shall comply first with the .- ial .rovisions and then with :• ..- ifications that u'l . The SECTION 1-01.1 IS REVISED BY ADDING THE FOLLOWING: Contractor shall include all costs of doing this work within the bid prices. 11" 1-01.1 General(RC) State(RC) Whenever reference is made to the State, Commission, The state of Washington acting through its representatives. Department of Transportation, Secretary of Transportation, The State shall also refer to The City of Renton and its authorized wr► Owner, Contracting Agency or Engineer, such reference shall be representatives where applicable. Contract Documents(APWA) deemed to mean the City of Renton acting through its City Council, The component parts of the contract which may include but employees, and duly authorized representatives for all contracts are not limited to the Pro••-: Fo n the Contract Fo .. bonds ■w administered by the City of Renton. insurance certificates, various other certifications and affidavit,the SECTION 1-01.3 IS REVISED AND SUPPLEMENTED BY Contract Provisions the Contract Plans Wo '.: Draw'.:a the THE FOLLOWING: Standard S.- 'fications the Standard Plans Addendum and Change Orders. • ';rrrr 1-013 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 „a, 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) _ The date stated in the Notice to Proceed on which the Contract A Day(RC) time begins. - - Unless otherwise designated, day(s) as used in the Contract Contract Completion Date(APWA,RC) VII DoCEmenis,shall be understood to mean working days. The date by which the work is contractually required to be Or Equal(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 Fngineer whenever there is an extension to the sans engineer,shall be the sole judge of the quality and suitability of the Contract time. proposed substitution. Final Acceptance Date(APWA, RCC is the work The responsibility and cost of furnishing_necessary evidence, The date on which the Contracting Agency accepts demonstrations, or other information required to obtain the as complete.per contract requirements. ". approval 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(RC) project and its appurtenances which enters into and forms a part of The City of Renton, or its authorized representative. Also the finished structure or improvement and is [e of being so via referred to as Contracting Agency• used and is furnished for that purpose. Plans(RC) - Materialman(APWA) The contract plans and/or standard plans which show location, A rson or organization who furnishes a ran material• ,. .• ,i ,,.• .,Li,..ent or manufactured Of fabricated ea character, and dimensions of prescribed work including layouts. .roduct and does not •• otm labor at the pro'at Site-a u•lier. profiles,cross-sections,and other details. Drawings may either be bound in the same book as the Notice of Award(APWA) A:e the balance of the Contract Documents or bound in separate sets, and The written notice from the Contra. ,s a .ranee am are a part of the Contract Documents, regardless of the method of successful Bidder si n:is in: the Contractin: A:e binding. of the Bid. The terms "Standard Drawings' or 'Standard Details' Notice to Proceed(APWA) or Ea: •eer generally used in specifications refers to drawings bound either The written notice from the Contra.:•: die Contractor er va with the specification documents or included with the Plans or the to the Contractor authoriziii and diiroctin date on which the City of Renton Standard Plans. proe:eed with the Work and establishing 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 I: Page-SP-1 Revision Date:May 19, 1997 ass 1-02 Bid Procedures and Conditions 1-03 Award and Execution ecutijon ofConh-act 1-02 Bid Procedures and Conditions within 5 five ears from the date of submission label such materials or failure to timet Ces i Failure to so iiif SECTION 1-02.1 IS DELETED AND REPLACED BY THE '•u� for .ublic disclosure has been riven sect after notice of waiver b the submittin: vendor of an claim thatlshdeemed a FOLLOWING: materials are, in fact, so exempt. 1-02.1 Qualifications of Bidder(APWA) SECTION 1-02.12 IS SUPPLEMENTED BY sai Bidders shall be qualified by experience, financing, FOLLOWING: ADDING THE equipment, and organization to do the work called for in the 1-02.12 Public Opening Contract Documents. The Contracting Agency reserves the right to pe g of Proposals APWA la take whatever action it deems necessary to ascertain the ability of The Contractin A en reserves the ri i d s ne the the Bidder to perform the work satisfactorily. This action may date and time for bid o. Hier. Notification to bidder •will be b include a pre qualification procedure prior to the Bidder being addenda. furnished a proposal form on any contract or a preaward survey of M the Bidder's qualifications prior to award. SECTION 1-02.13 PARAGRAPH 1 IS REVISED AS FOLLOWS: SECTION 1-012 IS DELETED AND REPLACED BY THE 1-02.13 Irregular Proposals (RCi. FOLLOWING: a. The bidder is not prequalified when so required; 1-02.2 Bid Documents(APWA) SECTION 1-02.14 IS REVISED IN ITEM 3 D1 PARAGRAPH 1 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 u not p equahfied for the work or to the full SENTENCE I, PARAGRAPH 1 TO READ: extent of the bid; ' t� 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 geotechnical reports accumulated by the Contracting Agency will be made available for inspection by the . 1-03.1 Consideration of Bids f C,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 1-02.5 Proposal the contract bond. . posal Form(APWA) • All bids will be based on total sum of all schedules of prices. av No Partial bids will be accepted unless so Stated in the call for bids The Engineer reserves the right to arrange the Bid Forms with Alternates,Additives, or Deductives,if such be to the advantage of or special provisions. The City reserves the right however to . the Contracting Agency. The Bidder shall bid on all Additives, award all or any schedule of a bid to the lowest bidder at its Deductives, or Alternates set forth in the Proposal Forms unless discretion. otherwise specified in the Special Provisions. SECTION 1-03.2 IS SUPPLEMENTED BY ADDING THE SECTION 1-02.6 IS SUPPLEMENTED BY ADDING THE FOLLOWING: 4`- 1100 FOLLOWING: 1-03.2 Award of Contract(RC) • i' 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)written in execution, together with a list of all other forms or documents ink or typed.The proposal shall include_ r�uired to be submitted by the successful bidder L wibe ll 1. A unit price for each item(omitting digits more than four forwarded to the successful bidder within 10 days of the award. places to the right of the decimal point), each unit price shall also The number of co ies to be executed b the Contractor shall be be written in words; where a conflict arises the written words shall determined by the Contracting Agency. Prevail. SECTION 1-03.3 IS REVISED AND SUPPLEMENTED AS SECTION I-02.6(1) IS AN ADDED SUPPLEMENTAL FOLLOWS' al SECTION. 1-03.3 Execution of Contract (APWA, RC) ` 1-02.6(1) Proprietary Information (RC) Within 20 10 calendar days after receipt from the City of the v Vendors should, in the bid proposal, identify clearly any forms and documents -.uired to be co .•leted • the material(s) which constitute '(valuable) formula, designs, Contractor. o, 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 1- ii Page-SP-2 Revision Dale:Mav 19. 1997 1-04 Scope of the Work 1 45 Control of Work date. the Contracting Agency may grant up to a maximum of 20 10 SECTION 1-04.4 IS SUPPLEMENTED wag THE additional calendar days for return of the doctunents, provided the FOLLOWING: twor s warrant it. 1-04.4 Changes (RC) deems the circumstance Contacting Agency RCW 39.06.010 The Connttracting A is prohibited by c guidelines on cost from executi o a contract with a Contractor who is not registered Renton does not have a formal Soli or or licensed as required by the laws of the state. In addition, the reduction alternatives, but will evaluate such proposals by the rues • . dot - business with the Contractor on a case-bye basis. "�"Copntactin: A:- Contractin: to •• a valid Ci of Renton business SECTION 1-04.11 IS SUPPLEMENTED AS FOLLOWS: license prior to award. When the Bid Form rovides aces for a business license 1-04.11 Jinal Cleanup RC ' number a W -.'.: State Contractors :istration number or both the Bidder shall insert such information in the spaces 3. All salvage material as noted on the plans and taken from •pounded. The Contractin: A: -. ties le-ible cores of the any of the discarded facilities shall, at the engineer's discretion be tor Contractor's istration and btuiiiess license be susmitted-a to the e carefully salvaged and salvaging and deWetd_to such items shall be considered mica �n of the v ties. in: incidental to the proiect and no compensation will be made. ao uifocmation and evaluation activities. The contract price for 'Finish and Cleanup, lump stun,• shall SECTION G TO TIS HE FIRST BY ADDING THE be fill compensation for all work, equipment and materials FOLLOWING TO rSE FIRS-r PARAGRAPH: required to perform final cleanly- If this SAY item does not appear in die contract documents then final clean up shall be considered 1-03.4 Contract Bond(APWA) incidental to the contract and to other pay item and no further `11-! 5. Be ••• ,.-. 'ed . a ,•wer of alto • for the • - 's compensation shall be made. officer empowered to sign the bond. $elan officer of the Contractor empowered to 1-05 Control of Work . • sole • •.netor or •+n C_ official statements ails[ be signed by the . Contractor is a ration the bond SEGZION I-0S.3 IS REVISED AS FOLLOWS: eat unless acco 1.1.,1.-. written 'roof of Drawings��• •resident or h bird bind the 1-053 Plans and Working the atttho ' of the individual si n. or a letter . r� .. .„ i.e. •. Hate'dent or vi wee of s The Contractor shall submit supplemental working drawings m such effect by the president or vice-president). as required for the performance of the on sheets measmeasuring — woik-. drawings be 22 34 ladies or on sheets with 1.04 Scope of the work dimensions in multiples of 8-12 by 11 inches. . err SECTION 1-05.4 IS SUPPLEMENTED BY ADDING THE SECTION I-04.I IS SUPPLEMENTED BY ADDING THE SECTION - - FOlLO�G' 1-05.4 Confo with and Deviations from Plans and Stakes t - 1-04.1 Intent of the Contract�ItC2, FngtnCCr prior The Contractor is encouraged w provide to the If the proiect calls for.Co °mplied •- „�pa -ts an estimate of lump sum work accomplished wo lack ':Contractor shall rovide all 'm' 's caiculattons and decisions shall be final in work as mentioned v in Sections 1-05.4„1:01A.-1-11 sad els to date. 'lice any lump stmt pav item 'tied b the '•: •.-.• _the actual .,rave of in these fications as be " o , fished and ell. le.for .i unless another i SECTION 1-05.5 THE VACANT'SECTION IS REPLACED B ii of � : �n• sum - is rounded elsewhere in , the THE FOLLOWING: SECTION 1-04.2 IS REVISED AS FOLLOWS: 1-05.5 Construction Stakes the en Plans, lied stiry . '�' I.p4.2 Coordination of Contrail Documents, if the rolea calls for Contractor work indu.'t. such Special Provisions Specifications, and Addenda Co>ractor shall amide all sury in Sections 1-05.4 1-05.5 1-11 and elsewh _ costs. �� work as mentioned in All in these specifications as being provided by the Contractor lied MY p icy in the parts of the con tract shall be resolved for this sutve� work shall be included in by following this order of precedence (e.g., 1 presiding over 2,3, Surveying,- ltmip • 4,5.6,and 7:2 presiding over 3,4,5,6,and 7;and so forth): 1-05.5(1) General(APWA,RC). „�, 1. Addenda or will provide 2. Special!Form The Engineer or Contractor supplied survs -. .es• 3. Special Provisions The stakes and marks estabinshm. lines and will ern 4. Contract Plans Specifications as stir � in Sections 1-05.5(1) and 1-05.5fi) fu11 t 5. Amendments to the Standard Spec such work Section 1-11. 'Ilse C on[rac��� 1 motion 7. Standard Plan Specifications. nsibili for detailed dimensions elevations doe lied 7. Standard s slope, measured from the Engineer or Contra b.8. Standard Specifications Sur_ or furnished stakes and marks. dia t= Page-SP-3 Revision Date:May 19, 1997 1-05 Control of Work 1 45 Control of Work Its The Contractor shall provide a work site which has been with ma'or :rade chan:es shall be ski, staked to prepared to permit construction staking to proceed in a safe and before offset hubs are set. establish trade orderly manner. The Contractor shall keep the Engineer or Contractor supplied surveyor informed of staking requirements and 1-05.5(3) Bridge and Structure Surveys tApw.. provide at least 48 hours notice to allow the Engineer or Contractor For all structural work such as bn es and ret�n � u supplied surveyor adequate time for setting stakes. Contractor shall retain as a rt of Contractor or walls the t Stakes, marks, and other reference points, including existing e 'ended team of sury ors under direct su a sic o an monumentation, set by Contracting Agency forces shall be licensed surve or. The Contractor shall ensure that ,sire fof ield a carefully preserved by the Contractor. The Contractor will be measurements and locations match and fulfill the intended field charged for the costs of replacing stakes, markers and dimensions. The Contractor shall .rovide all surve s lam monumemtation that were not to be disturbed but were destroyed or co. .lete the structure exce.t the follow'.: . • ,. uric'e of damaged by the Contractor's control operations. This charge will be which will be provided.by the Engincer 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 to enable Fnt!ineer'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 lift 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 lit reported 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 these 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 Contractor shall make i standard field book and in a format set by the Engineer,per Section available to the Engineer all field .books including survey 101 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. i. 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 ,tit 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 leant of surveyors under . the Engineer at the Contractor's expense. Costs for completing the the direct supervision of a professional land surveyor licensed by t Iliii 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, a ccordance 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 Sury or shall inform the Engineer in LOWContractor shall be included in the prices bid for the various items writing of env 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 Pin'ax 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 maybe 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 lines, grades, and measurements the Engineer deems necessary for Contractor's intent to remove any survey stakes and/or poits L at n completion of the Work.These shall generally consist of one initial before physically removing them. set of: The sure or shall be res..nsible for maintain : 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 Surve or fail to .rovide as directed b 4. Offset points to establish line and grade for underground the En•inner and/or these 'bans and ..., ifications accurate As- utilities such as water, sewers, and storm drains (with offsets, 50' Built records and other work the En ineer deems necessary, the max interval). Engineer may elect to`provide at Contractor expense, a surve ov r 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 En:meer-su,died surve in: from mone s owed to the Contractor. 1 Page-SP-4 a Revision Dare-Mm. 10 1007 1-05 Control of Work • era 1-05 Control of Work Payment per Section 1-04.1 for all work and materials •rovided b this Section nor shall the exercise of this right diminish required for the full and complete survey work required to the Contractin: : 's right to e an other avenue for r complete the project and as-built drawings shall be included in the additional remedy or damages with respect to the Contractor's lump 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 TgE FOLLOWING: It shall be the contractors responsibility to record the location 1-05.10 Guarantees (APWA,RCZ prior to the backfilling of the trenches, by centerline station,offset, within one Year after the Accmtance Date of the Work by +rr. and depth below pavement, of all existing utilities uncovered or the Contracting ��� defective and unauthorized Workts crossed during his work as covered under this to hay discovered the Contractor shall promptly, anon written order by It shall be the contractors responsibility to have his surveyor the Contracting Agency, return and in accordance with the locate by centerline station, offset and elevation each major item of Er¢inar's instructions, Dither correct such Work or if such Work wr work done under this contract per the survey standard of Section 1- 11.. Major items of work shall include but not be limited to: has been rejected by the Fagmeer, rove it from the Project Site Manholes, Catch basins and Inlets, Valves, vertical and and -.lace it with non defective and authorized Work all without Horizontal Bends, Junction boxes, aeantxm, Side Sewers, Street cost to the Contracting Agency. If the Contractor does not "!h"" 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 IAL emergency exists, the Contracting After the completion of the work covered by this contract,the Agency reserves the right to have defective and=authorized Work contractors surveyor shall provide to the City the hard covered corrected or removed and replaced pursuant to Section 1-05.8 ,' w `Owner's Right to Correct Defective and Unauthorized Work.' •--- field book(s) containing the as-0ailt notes and one ant of white .The Contractor.agrees the above one year limitation shalt not prints of the project drawings upon which the has plotted the notes exclude or diminish the Contracting Agax:y's rights under any law of the contractor locating existing utilities, and one set of white to obtain damages and recover costs resulting from defective and ,,i, prints of the project drawings upon which he has plotted the as- ��� work discovered after one year but prior.to the built location of the new work as he recorded in the field book(s). expiration of the legal time 1 period after set forth in RCW r to the This drawing shall bear the surveyors seal and signature certifying limiting actions upon a contract in writing,or liability expressed or it's accuracy. implied arising out of a written agreement. - . + h All costs for as-built work shall be included in the ooatract Contractor shall warrant good title to 'all:.materials, Supplied item'Contractor Slied Surveying.' supplies, and equipment_purchased for, or..incorporated in the THE VACANT SECTION 1-05.8 IS REPLACED BY: Work. Nothing contained in this paragraph?however,-shall defeat Right to Correct or impair the right of persons furnishing materials or labor, to "ri` 1-05.8 Contracting ectv Agency's Rite recover under any bond given by .tie 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 Agency. 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 shall be given to all persons furnishing material' s;for the Work, ma work as may be identified in the written notice, by such means as shall no formal contract is entered into for such materials. . the Agency forces.may deem necessary, including the use of Contracting Section 1-05.11 is deleted and the:first.two sentences of the Agency forces. fourth Paragraph of section 1-08.9 is deleted and replaced b the If the Contractor fails to comply with a written order to following: 1 remedy what the Fngineer determines to be an emergency situation, the Engineer may have the defective and unauthorized 1-05.11 Final Inspection(APWA) Work corrected immediately,have the rejected Work removed and r replaced, or have Work the Contractor refuses to perform _ completed by using Contracting Agency or t other uuon of the 1 5 1When the Contractor d r sthe wo to the su A�iaapalIy erhhergency situation is any situation which, m op gm and Engineer, a delay in its remedy could be potentially unsafe, or coin.lete the Contractor shall so no• le: - Date. -a est um might cause serious risk of loss or damage to the public. the En _Weer establish the Substantial.Coin must 60 Direct or indirect costs incurred by the Contracting Agency considered substa ! coin l ntial ete the folio • conditions attributable to correcting and remedying defective or unauthorized met: Work, or Work the Contractor failed or refused to perform, shall use and beaefitont the faA facilities both from the dratio and r be paid by the Contractor. Payment will be deducted by the Engineer from monies due,or to become due,the Contractor. Such safety standpoint. of temporahy direct and indirect costs shall include in particular, but without 2 Only minor incidental work r lam to reach limitation, compensation for additional professional services substitute facilities or correction or rr work Tema 4116 required, and costs for repair and replacement of work of others physical completion of the wotic. _fie items of work destroyed or damaged by correction, removal, or replacement of The Contractors request shall list the s - order to the Contractor's unauthorized work. in sub.. .: .•h two above that remains to be corn•leted m No adjustment in contract time or compensation will be reach sical tom lesion. The En ineer ma also establish the 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 Page-SP-5 or Revision Date:May 19, 1997 1-05 Control of Work 1-05 Control of li Work If, after this inspection, the Engineer concurs with the Co .letion Date cannot be established until testin• and Contractor that the Work is substantially complete and ready for its have been completed to the satisfaction of the Engineer corrections . 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 evenYthing else needed to successfully complete operational test ' the Engineer does not consider the Work substantially complete and shall be included in the various contract prices related to the pLstern ready for its intended use, the Engineer will, by written notice, so bein tested unless ificall set forth otherwise in the Bid utit notify the Contractor giving the reasons therefor. Form. Upon receipt of written notice concurring in or denying Operational and test periods when r uired by the En incer substantial completion, whichever is applicable, the Contractor shall not affect a manufacturer's guaranties or warranties furnished terms shall pursue vigorously, diligently and without unauthorized under the tes of the Contract. of interruption, the Work necessary to reach Substantial and Physical SECTION 1-05.12 IS DELETED AND REPLACED WITH T� Completion. The Contractor shall provide the Engineer with a FOLLOWING: revised schedule indicating when the Contractor expects to reach substantial and physical completion of the work. 1-05.12 rural Acceptance(APWA) tat The above process shall be repeated until the Engineer The Contractor must perform all the obligations establishes the Substantial Completion Date and the Contractor per gations under the considers the work physically complete and ready for Final Contract before the Completion Date can be established. A Dion. Certificate of Completion for the Work issued by the Conaaaint< iiitt • Agency will establish the Completion Date and certify the Work as 1-05.11(2) Flnid Inspection Date(APWA) complete. The Final Contract Price may then be calculated. The £_ following must occur before the When the Contractor considers the Work physically complete Completion Date can be and ready for Final Inspection, the Contractor by Written Notice, established and the Final Contract Price calculated; Fi shall request the Engineer 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. The Contractor must furnish all documentation required Fin Contractor will then make a Final Inspection and the Engineer will by the Contract and required by law, necessary 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 Contracting Agency, will constitute acceptance a of the Work. The neoessai-y to remedy the listed deficiencies. Corrective work shall issuance of this Certificate of Completion will not constitute be Fumed vigorously; diligently, and without interruption until acceptance of unauthorized or defective work or material.Fumed physical completion of the listed deficiencies. This process will Failure of the Contactor to perform all of the Contractor's continue until the Engineer is satisfied the listed deficiencies have obligations under the Contract shall not bar the Contracting Agency been corrected- from unilaterally certifying the Contract complete so the Engineer I Iiii 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 after receipt of the Written Notice fitting the deficiencies, SECTION 1-05-13 .IS SUPPLEMENTED BY REVISING the Engineer may, upon Written Notice to the Contractor, take PARAGRAPH 7 TO READ: 0 '; whatever steps are necessary to correct those deficiencies pursuant L 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 ism upon which the Work was considered physically complete. That Whenever the Contracting Agency evaluates the Contractor's date shall constitute the Physical completion date of the Contract, qualification pursuant to Section 1-02.1,the Contracting Agency but shall not imply all the obligations of the Contractor under the will take these performance Contract have been lid-filled. lfilled. those-reports into account. 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) . • 1 li the Work involves the installation of machinery or other The Contractor shall make necessary_arrangementsLand 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 office °r iiiko under operating conditions for the time period specified to ensure em'Io ee of the Contracts A_ either before or after their acceptability prior to die 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 an of the documents com•ris the of workmanship, materials, or equipment which proves faulty, or contract. Such oral agreement or conversation shall be considered nit that are not in first class operating condition. Equipment, electrical unofficial information and in no way binding upon due 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 St Engineer, so that the Engineer may determine their suitability for the purpose for which they were installed. The Physical 1- Page-SP-6 Rtvicinn nne.-AA.,., 10 1007 --• I 1-06 Control of Material Sri 1-07 Legal Relations and Responsibilities to the Public its .a ment if the Contractor bases a bid on.a misunderstood tax 1-0 6 Control of Material liability. The Contractor shall include all Contractor-paid taxes -n the gar 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 1-07.5 describes this exception. 1-06.2(2) Statistical Evaluation of Materials for The Contractin: A:- will .a the retained . rcettta:e and Acceptance if the Contractor ties obtained from the Washington State UNLESS STATED OTHERWISE IN THE SPECIAL "a�ent of Revenue a certificate showing that all contracc- USED BIONS STATISTICAL EVALUATION WIIJ. NOT BE related taxes have been paid (RCW 60.28.050). The Contracting USED BY THE CITY OF RENTON. : ma deduct from its •,-. to the Contractor . amount the Contractor ma owe the W : •n State i artmeiu 1-07 Legal Relations and Responsibilities to of Revenue, whether the amount owed relates to this contract rat or not. An amount so deducted will be said into the .ro• r State the Public fiend. SECTION 1-07.1 IS SUPPLEMENTED BY ADDING THE 1-07.2(2) State Sales Tax-Rule 171(APWA) aid FOLLOWING: WAC 458-20-171, and its related Hiles, apply to building, 1-07.1 Laws to be Observed (APWA) repairing,or improving streets, roads, etc., which are owned by a municipal corporation, or political subdivision of the state, or by the United States, and which are used 9 The Contractor shall�e.",.: d. a:.en offf- � vehicular traffic. This includes storm combined ysewer foot ystems Kai 4•11.11.. A:^ of the street or road drainage system Contractor�.1• : ,,• , claims that ma arise because the within and included as apart or 1 of the Contractor or subcoihtrador or and power lines when such are_part of the roadway lighting system. materisdman)violated a le gal eeUu t• For work performed in such cases, the Contractor shall include qtr In eases of conflict diffe between r .rent safety lations the Washington State Retail Sales Taxes in the various unit Bid Item more stringent regulation shall apply. prices, or other contract amounts, including those that the State Department of Labor and Industries Contractor pays on the purchase of the materials, equipment, or - The Washhington ... shall be the sole and ,,. administrative :-, .... 'ble supplies used or consumed in doing the work. -' for the administration of the provisions of the Washngton 1-07 ) State Sales Tax-Rule 170(APWA) Industrial Safety and Health Act of 1973(WLSHA)- The Contractor shall maintain at the Protect Site office, or WAC 458-20-170, and new related e apply or other . ow, other well known place at the Protect Site,all articles necessaiY for constructing and repairing r existing is buildings,, orted er first aid to die t establ structures,upon real property..- m urtd The Contractor shall �. �� highways. �, owned... • and make known to all 1 .- ,rocedures for the construction of streets, . .. . metres.santtary • ns, State of Washington;water mains and their at> date removal to a hospital of doctor's care Pew ,• ,ems unless such sewers and '!� „- . ...t• -.. who ma have been m , -• on the Pro et sewers and Scwa:a and a ,. of a street or road drains:e Site. Employees should not be permitted to work on the Project d' •. •-.. are . .. electrical ••• street ee distribution or r lines_or the Contractor has established and made awn !1_,:• tel .. tel LJ.- Sloe before • •ital or a other conduits or lines in or above streets or roads unless sch for removal •ru to a •. of a street li: •,• . •- and of in' red or road . we: ..... ..wer lines become a ale , '•,_., d . . doctors ease. . in The Contractor shalt have sole respoasibiliri for the safety, installin:or atta-• •,,'' owlh tlxr or not of sach •- .,•, •._�. becomes effigy *net adequacy of the Contractor's plant apples and or to real . .....„1$ rt of the realty by virtue of installation- +"- oretliods gad for any damage or r don. •P from their taiture, a Pa ball collect die !_,. of• maintenance use or trot. The.Coorractor shall For work :.rmA in such retail sales tax on the full-cold be so and c feted nsible for the conditions of the from the Con will les to ticall add this sales -. Site induct'•.: saf- for all •- •ns and • •.a in the .rice. The Contract' : A:^ the shall .• tax to each t_ to the Contractor. For this reason - •- • of the work. This The Contractor shall not include the retail sales tax is the unit Bid Item •ooatii iouslY• and not be limited to norms! working hours. b• to Rule 170 with • or • . . red d of the •En:„-. to condom construction rites or in an other contract amount su . does not, and shall nod_be the following exception. _ well add in sales tax di of the Cude review perfoiinance es on the low intended i include review and adcclt! 'of the Contractor's safety for aka trot the ContradororAa subcot rector male measures in,on,or near'tlie Project Site. ' meths or'consumable urchase or rental of tools machine sales taxes SECTION 1-07.2 IS DELETED AND REPLACED BY THE s Ties not int tcd into the ro'eci. Stich cinch contixct w FOLLOWING: included in the unit Bid Item rites or in an amount. 1-07.2 State Sales Tax(APWA) 1-07.2(4) Services (APWA) sales tax from the w 1-07.2(1) GENERAL(APWA) The Contractor shall not collect retail The Washington State Department of.Revenue has issued Contractin: A:til on an contract whop rat of Revenue Rules dal rules on the state sales tax Sections 1-07.2(1) through 1- other services h defined in State arty err 07.2(4) are meant to clarify those rules. The Contractor should 138 and 224). contact the Washington State Department of Revenue for answers to .uestions in this area. The Contractin: A:e will not ad'ust Page-SP-7 chit Revision Date:May 19, 1997 1-07 Legal Relations and Responsibilities to the Public 1-07 Legal Relations and Responsibilities to the Public illi SECTION 1-07.5(2) IS SUPPLEMENTED BY REVISING THE turbidi shall not exceed 5 NTU over back:round turbidi When TITLE AND SENTENCE 2, PARAGRAPH 2 TO READ: the background turbidity is 50 NTU or less,or have more than a 10 1-07.5(2) State Department of Fish and Wildlifes percent increase in turbidity when the background turbidity is more II than 50 NTU• for other classes of waters refer to WAC 173_201_ (APWA, SA) 045. If the work in (1) through (3) above differs little from what The term turbidity means the optical property of same t It he contract requires, the Contracting Agency will measure and pay demonstratin: the scatteri : and 'abso .lion of li:ht caused b for it at unit contract prices. But if contract items do not cover s �� material e ' T� in N •helometric hubidi Units those areas, the Contracting Agency will pay pursuant to Section 1 and measured with a calibrated turbidimeter. Discharges to a State waterway caused by aggregate washing., a drainage from aggregate pit sites and stockpiles or dewaterin of pits and excavations shall not increase the erstng tuibidi of the receiving waters. SECTION 1-07) IS SUPPLEMENTED BY ADDING THE Turbid water from the Project Site shall be treated before ill FOLLOWING NEW SECTION: being discharged into stream or other State waters. Turbidity be removed by the use of lagoons or holding ponds Atli may 1-07.11(11) City of Renton Affidavit of Compliance overflow weir, polymer water treatment dischar in basins, (RC) g g to ground surface b . rcotation ..ration or b •. in: th • y. : yel iiiii Each Contractor, ubcontractor, 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 slopes until permanent Ill 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. I 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 r .contractor shall pursue only such portions of the work as shall not material including that in ditches, catch basins, manholes, and ,,ma 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 t 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 perculation.Chlorine residual may be reduced to overcome them. . chemically with a reducing agent such as sodium thiosalphate.` f Water shall be periodically tested for chlorine residual. SECTION 1417.14 (APWA) IS SUPPLEMENTED BY 4. Vehicle and •Equipment Washing: Water used for itin REVISING ALL REFERENCES-TO 'STATE, COMMISSION, washing vehicles and equipment shall not be allowed to enter.storm SECRETARY" OR 'STATE" TO READ "CONTRACTING drains streams or other State waters unless separation of petroleum AGENCY." . products, fresh concrete products or other deleterious material is { accom.lished .rior to discharge. Deter:ent solution be - SECTION 1-07.15 IS REVISED AND SUPPLEMENTED AS discharged into sanitary sewers or allowed to be held on the ground FOLLOWS: for percolation. recirctrlation system for detergent washing is. i- 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 to the approved plan or the Engineer's storage of oil and chemicals shall not take place adjacent to orders, rem water pollution/erosion control work will be waterways. The storage shall be made in dike tanks and barrels , _ temporary po with dri. ... .rovrdcd Under the d•.,. . '..`'area- Shut-off and measured and paid for pursuant to Section 3-09.41-04.1 through lock valves shall be provided on tanks. Shut-off nozzles shall be the lump sum item for 'Temporary Water Pollution/Erosion provided on hoses. Oil and chemicals shall be dispensed.only Control.: during daylight hours unless the dispensing area is p M If no pay item appears in the contract for 'Temporary Water Disposal of waste shall not be allowed on oil and chemical spills. Pollution/Erosion Control' then all labor, materials, tools and Fencin: shall be .rovided around oil stora:e. Locks shall be equipment used to complete the work shall be considered incidental provided on valves,pumps,and tanks. ge to other pay items in the Contract and no further compensation 6. Sewage: If a sanitary sewer line is encountered and air shall be made. or relocation work is -.sired the Contractor shall •rovide In addition to other requirements in the Contract Documents blockin: and sealin: of the sani line.Sanity sewer flow this temporary work shall include, but is not limited to, the sewer shall be 'urn.-. out collected and hauled b tank truck or iiii following water quality considerations: pumped directly to a sanitary system manhole for dischargege. •nc� 1. Turbid Water Treatment Before Discharge: existin: sewers shall she maintained b the Contractor without Determination of turbidity in surface waters shall be at the interruption of service by the use of temporary sewer discretion of the Engineer; for Lake Class Receiving Waters, addition the excavated materials ad'acent to and around a 'tore 10, turbidity shall not exceed 5 NTU (Nephelometric Turbidity Units) of a sanitary sewer line shall be removed from the Project Site and over background conditions; for Class AA and Class A Waters, i; 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 .r other tern.• • obstacles shall be removed b the contractor and deposited into refuse trucks for haul to a sanitary fill site. immediate) r la after the trench is backfilled in their original Equipment and tools in contact with the above materials shall be Y ep �. tar washed by pressure water lines and the attendant wash water position. The contractor shall notify the Contracting Agency and discharged into a sanitary sewer line for transmission to a sewage pro pr*y Owner at least 24 hours in advance of any work done on easements or rights-of-way. treatment Plant. Damage to existing structures outside of easement areas ,r„ 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 better. The original condition shall be established by photo gra s FOLLOWING: taken and/or inspection made prior to construction. All such work so 1-07.16(1) Private/Public Property(RC) shall be done to the satisfaction of the ply Owners and the The Contracting Agency will obtain all easements and Contracting Agency at the expense of the contractor. for the project. The contractor shall limit his D. Streets. The contractor will assume all responsibiL't�of franchises required restoration of the surface of all streets(traveled ways)used him or operation to die areas obtained and shall not trespass on private if damaged. ptoA The In the event the contractor does not have labor or material The Contracting Agency may provide certain )ands, as indicated in connection with the work under the contract together immediately available to make necessary repairs, the contractor. ow with the tight 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 paid by the contractor. materials. 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 City of Renton 7)-ench Restoration all access roads,detour roads,or other temporary work as required Requirements, which is available at the Public Works Department err 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 SUPP�BYADDING: an. A. General. All construction work under this contract on easements,right-of-way,over private property or franchise,shall be 1_07.17 Utilities and Similar Facilities(APWA,RC) franchise.confined to the limits of such easements,right-of-way or anchise. In addition to the other requiremernts pursuant to RCW All work shall be accomplished so as to cause the least amount of 19.122, an act relating to underground utilities and prescribing rrw; dunce and a minimum amount of damage. The contractor shall not penalties,the Contractor�' � center for field shall open during rin work se that or across 1. call the utilities under�ound be left open during weekends or holidays and trendies shall not be location of the u4lities• - °a"'for rime`t'� hours. Call Before You 1 '� B. Structures. The contractor shall remove such existing arm ance of the work and, Locators i f required,, may r be necessary for the pert The 48 Hour Loca if t+equired,small rebuild the structures thus removed in as good a -, condition as found. He shall also repair all existing structures which 1-800-424-5555 may be damaged as a result of the work under this contract.. C. Easements. Cultivated areas and other surface improvements. All cultivated areas,either agricultural or lawns,and 2 not begin excavation until all known f other surface improvements which are damaged by actions of the Sed excavation have been contractor shall be restored as nearly as possible to their original facilidcs in the vicini of the •located and marked. plain for existing condition. Location and dimensions shown mi the Prior to excavation on an casement or private right-of- available mfotanation without facilities are in accordance with if a ma is known • wry, the contractor shall strip top soil from the trench or : or other verification of the construction area and stockpile it in such a manner that it may be or ed of hag' : unde : . facilities rvitttin replaced by him, upon completion of cons1ni[ion. Ornamental r• excavation and that alai is not a anbscrtber W the vis trees and shrubbery shall be carefully removed with the earth location center then the Coritra�r sba71 - e utilities un• : a• surrounding their roots wrapped in burlap and replanted in their individual notice to that utility• ry to original positions within 48 hours. shall . If in the pto ecutioil of the work it becomes All shrubbery or trees destroyed or damaged, in , e •.• : surface draina:e undetdraias conch my replaced by the contractor with material of equal quality at no utilities similar nod : •- structures or thereof the additional cost to the Contracting Agency. In the event that it is contractor shall be responsible for and sal !e � ry necessary to trench through any lawn area, the sod shall be services for same raautions to rotect and invade ..•.it all dania:e to carefully cut and rolled and replaced after the trenches have been The contractor shall at his own a on don to the 'm mean )led. The lawn arcs shall be cleaned by sweeping or other ��facilities or ctures due to this construction means,of all earth and debris. satisfaction of the Ci • ex. • for C' owned facilities which will The contractor shall use rubber wheel equipment similar -.aired b the utili dam••rtment at contractor's e"" or • • to the small tractor-type backhocs used by side sewer contractors for the contractor as directed by the City. all work,including excavation and backfrll,on casements or rights- of-way which have lawn areas. All fences, markers,mail boxes,or 1- Page-SP-9 on Revision Date:May 19, 1997 m, 1-07 Legal Relations and Responsibilities to the Public 1-07 Legal Relations and Responsibilities es to the public 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. IN 1-07.18 Public Liability iris Property Damage The Contractor shall obtain and maintain the minimum Insurance (RC1 insurance coverage set forth below. B -.In ' : such minimum insurance the Ci of Renton shall not be deemed or State Amendment to 14)7.18 is not used. Renton uses the have assessed the risks that ma be applicable to theme �to alt following: The Contractor shall assess its own risks and COador. . a,.ro.riate and/or ,nudes maintain hi:her limits d it deems SECTION 1-07.18(1)IS,REPLACED WITH THE FOLLOWING: coverage. and/or broader 1-07.18(1) General (RC) Coverage shall include: ' 1 Commercial General Liabili - ISO 1993 E The contractor shall obtain and maintain in full force and Form or effect, from the Contract Execution Date to the Completion Date, equivalent. Coverage will be Witten on an occurrence basis and include: alit public liability and property damage insurance with an insurance company(ies) or through sources approved by the State Insurance • Aremises and rations (utcluding able . ! General Commissioner pursuant to RCW 48. Aggregate to apply per prated if aooltcahL.� The Contractor shall not begin work under the Contract until • Explosion,Collapse and Underground Hazards the required insurance has been obtained and • Products/Completed dual Operations approved by the • Contractual Liability ' (including Contracting Agency. Insurance shall provide coverage to the Endorsement CG 0043 or 'valeta Amenclud Con tractor, all subcontractors, Contracting Agency and the defense coverage which includes Contracting Agency's consultant. The coverage shall protect • e under contract) ' injuries, Broad Form Property Damage against claims for bodily juries, personal injuries, including • hem Contractors accidental death, as well as claims for Property damages which may arise from any act or omission of the Contractor or the • Personal/Advertising Injury subcontractor, or by"anyone directly or indirectly employed by • Stop Gap Li atti either of them. (2) Automobile liability bility including all If warranted work is required the Contractor shall provide the • Non-Owned Vehicles e City proof that insurance coverage and limits established under the • ired V Vehicles Vehicles•term of the Contract for work are in full force and effect during the Hind Vehicles period of warranty work. (3) Workers Cortipcasatioa The warranty Agency • Statutory Benefits (Coverage A) - Show Washington Contracting g � 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) ilit requited on the contract prior to the date work comniences.Failure • Excess of Commercial General liability and of the Contractor to fully comply during the term of the.Contract with the requirement described herin will be considered"a material Automobile Liability. Coverage should be as broad as breast of contract and shall be caused for immediate termination of primary. the Contras at the option of the Contracting {� Professional Liability - (whenever the work under this IN g Age. Contract includes Professional liability, (i.e.architecturaI SECTION 1-07.18(2)IS REPLACED WITH THE FOLLOWING: engineering, advertising, or computer programming) the 1-07.18(2) Coverages(RC) CONTRACTOR shall maintain professional liability As part of the response to this proposal, the Contractor shall covering wrongful acts, errors and/or omissions of the - CONTRACTOR a submit a completed Cray of Renton Insurance Information form the course of opeiat damage sustained c reason of or in which details specific coverage and limits for this contract. i ooperations under this Conraad. " 1,_; All coverage provided by the Contractor shall be in a form (a T eContracting Agency reserves the ti pttt to request and/or. 111 and underwritten by a company acceptable to the Contracting wwortrre additional coverages as may be appropriate based on" t Agency. The City requires that all insurers: work ietformeda:e,pollution liability). 1) Be licensed to do business within the State of Washington. CONTRACTOR shall Name CITY OF RENTON, and its hit 2) Coverage to be on an 'occurrence- basis (Professional officers officials a:entc .,,.to ees and volunteers as Additional Liability and Pollution coverage are acceptable when Insured(ISO Form CO 2010-or equivalent) The CONTRACTOR written on a claims-made basis). The City may also require shall provide CITY OF RENTON Certificates of Insurance,prior proof of professional liability coverage be provided for up to commencement of work. The City reserves the right to request *it to two(2)years after the completion of the project, copies of insurance policies, if at their sole discretion it is deemed i;_ 3) The City may request a copy of the actual declaration appropriate. Further, all policies of insurance described above page(s) for 'each insurance policy affecting coverage(s) shall: required by the Contract prior to the date work commences. Be on a primary basis not corunbutoiy with any other 4) Possess a minimum A.M.Best rating of AVII (A rating of insurance coverage and/or self-insurance carried b�CTTY ,.-- A XII 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. iii exception. The City reserves the right to approve the security of the Severability of Interest Clause(Cross Liability) insurance coverage provided by the insurance company(es), terms, Policy tray trgt 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 notice rs provided to CITY OF RENTON. Notification C F gap ontractor to fully comply during the term of the contract with these requirements will be considered a material breach of contract shall be provided to CITY OF RENTON bLcertifred mail. r t`" Page-SP-I0 1 Revs cinn AN>- AA.... in •n.,-, 1-07 Legal Relations and Responsibilities to the Public 1-07 Legal Relations and Responsibilities to the Public — • REPLACE SUPPLEMENTAL SPECIFICATION SECTION 1- no obligation or liability of any kind u+on the 07.18(3) 'LIMITS' WITH THE FOLLOWING: company, its agents or representatives". Nit 1-07.18(3) Limits (RC) c. Amend the cancellation clause to state: 'Poll ma LIM S REQUIRED not be non-renewed, canceled or:ten riallyed or providing coverage in these stated amounts shall not be altered unless 45 days prior writ notice is provided construed to relieve the contractor from liability in excess of to the Ci '. Notification shall bovided to the City err 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 ae usi General • $2.000,000** written agreement that the consultant's broker will provide the Products/Completed Operations S2,000,000** required notification. Aggregate Each Oc 1 wrronce Limit S 000,000 SECTION 1-07.20 IS REVISED AS FOLLOWS: ow Personal/Advertising Injury $1,000,000 1-07.20 Patented Devices,Materials, and processes Fire Damage(Any One Fire) $50.000 Medical Payments(Any One Person) $5,000 (APWA) Stop Gap Liability is .t)00.000 The Contractor shall assume all arising from the use of rate • General Aggregate to apply per project �Form CG2.503 or equivalent) patented devices,materials,or processes used on or incorporated in **Amount may vary based on proms risk the work, and agrees to indemnify: defend, and save harmless Automobile Liability • _ Statar-Cammissioa,-Sacr-ataiit The Contracting Agency, and their wa. Bodily Injury/Property Damage $1,000,000 duly authorized agents and employees from all actions of any fEach Accident) - nature for, or on account of the use of any patented devices, Workers'Compensation materials,or processes. Statutory Benefits-Coverage A Variable et (Show Washington Labor and Industries Number) SECTION 1-07.22 IS SUPPLEMENTED BY THE FOLLOWING: Umbrella Lit' Nit,/ 1-07.22 Use of Explosives(APWA) -- - -- Eadr Occurrence Limit 1$ ,�,0 - -• , General Aggregate Limit $1.000.000 Explosives shall not be used without specific authority of the +uMi products/Completed Operations $1.000.000 Engineer,and then only under such restrictions as may be 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 Ocatnence!Incident/Claim SI.000.000 regulations that may apply. The individual in charge of the blasting MI $2,000.000 shall have a current Washington State Blaster Users License: - The Contractor shall obtain, comply with and_pay for such The City may require the CONTRACTOR to keep pests and costs as are necessary in conjunction with blasting professional liability coverage in effect for up to two(2)years after operations. vai completion of the project. When the use of explosives is necessary for the prosecution of The Contractor shall promptly advise the CITY 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. go 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 . requirements as stated in Section 1-07.18(3) and shall furnish the SECTION 1-07.23{1) IS SUPPLBMEENTED BY ADDING THE CITY OF RENTON a new Certificate of Insurance showing such FOLLOWING PARAGRAPH A. coverage is in force. SECTION 1-07.18(4)IS REPLACED WITH THE FOLLOWING 1-07.23(1) Construction Under Traffic SUPPLEMENTAL SPECIFICATION 'EVIDENCE OF The contractor shall be responsible for tornrailino_ _dust_and mud within the project limits and on any street which.is are INSURANCE': on of the protect Within 20 days of award of the contract the CONTRACTOR utilized by his equipment for the duration ,- � shall provide evidence of .insurance by submitting to the The contractor shall be . -•. -. to use CONTRACTING AGENCY the following: power sweepers and other pies of a pmeat as deemed err 1) City of Renton Insurance Information Form (attached creatmy a pthrsanCe. necessary by the engineer,to avoid �- herein)without modification. Dust and mud control shall be considered as incidental to 2) Certificate of Insurance (Accord Form 25s or equivalent) the ro'ect and no con nsation will be made for this Lew conforming to items as specified in Sections 1-07.18(1), 1- section. • 07.18(2), and 1-07.18(3). as revised above. Other Complaints of dust mud or unsafe practices and/or requirements are as follows: ,re. dama:e to •rivate Ownersh • will be transmitted car a. Strike the following or similar wording: "This to the contractor and prompt action in cor€ect me men will Certificate is issued as a matter of information only be required by the contractor. and confers no rights upon the Certificate Holder"; b. Strike the wording regarding cancellation notification air to the City: "Failure to mail such notice shall impose I- Page-SP-1I ore Revision Date:May 19, 1997 1-48 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 SECRET,gRY, OR tail 1-07.24 Rights of Way (APWA) "STATE"TO READ "CONTRAC77NGAGENCY." Street right of way lines, limits of easements, and limits of SECTION 1-07.27 (APWA) _ REVISED BY CHANGING ALL REFERENCES TO "STATE" OR "SECR may„ um construction permits are indicated on the Drawings. The READ "CONTRACTING AGENCY." 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 at to Bid opening, all rights of way and easements, both permanent and temporary, necessary for carrying out the completion of the SECTION 1-08.1 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. Whenever any of the Work is accomplished on or through 1-08.1 Preliminary Matters (APWA) 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 yes brill property. Copies.of the easement agreements are included in the of the Contract Documents. Additional documents may 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 shalt Whenever easements or rights of entry have not been acquired study and compare the Contract Documents and check and verify C' prior to advertising,these areas are so noted on the Drawings. The Percent fiA s shown therein and all applicable 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, easements or rights of entry have not been the Engineer any conflict, error or discrepancy which the 1ti acquired until the Engineer certifies to the Contractor that the right Contractor may discover. of way or easement 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 breath of contract. 1. To review the initial progress schedule; i 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; 'tom 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 be pertinent to needs. However, before using any private property, whether the Work. iiin 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 .relim schedule of work": drawin:submittals-and t 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) t 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 die 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 .ubcontracted L 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 request to , subcontract shall be on the form the Engineer provides. If the En:ineer ..uests the Contractor shall •rovide •roof that the subcontractor has the experience ability and equipment the work r_muires. Each subcontract shall contain a provision which u re q lies the subcontractor to comply with Section 1-07.9 and to furnish all certificates submittals and statements -. ired • the Contract Documents. '.VS Along with the request to sublet, the Contractor shall submit ti the names of an contractin• firms the subcontractor •t0''sea to OW Page-SP-12 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 pm. and 7:00 subcontractors shall not do work that exceeds 25 percent of the a.m. durin_ weekda s and between the hours of 10:00 ..m, and err total amount subcontracted to a subcontractor. When a 9:00 a.m. on weekends or holidays may also be subject to noise 1 subcontractor is responsible for construction of a specific structure control uirements. A.•royal to continue work d ',_ these or structures, the following work may be performed by lower tier hours may be revoked at any time the Contractor exceeds the subcontractors without being subject to the 25 percent limitation: Contracting Agency's noise control regulations or complaints are- "' 1. Furnishing and driving of piling,or received from the public or adjoining property owners re¢andina 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. it 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 an 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 Engineer 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 Co acting inn 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 • rformed on . 's • and holida as wo •• • . with 4. Convey to the subcontractor any rights against the regards to the Contract Time; awl considering multiple work shifts r-i Contracting Agency. as multiple working days with respect to Contract Tate even The Contracting Agency will not consider as subcontracting: though the multiple shifts occur in a single'24-hour period. (1) purchase of sand, gravel, crushed stone, crushed slag, batched Assistants may include, but are not limited to, survey crews; isis concrete aggregates, 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 independent in vehicles 1-08.1(4) Reimbursement for Overtime Work of co mod coor mmercial operated companies.such plants or by recognized Contracting Agency Employees(APWA) cormHowel r, the State However, the State I.dtI may determine that RCW 39.12 Where the Contractor elects to work on a Saturday. Sunday. applies to the employees of such fines identified in (1) and (2) or other holiday, or longer than an 8-hour work shift on a regular rev above in accordance with WAC 296-127. If this should occur, the working day,as defined in the Standard-Specifications, sudh..work provisions of Section 1-07.9, as modified or supplemented, shall shall be considered as overtime work On all such overtime-work Mitiz . 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 so Disadvantaged, Minority, or Wornen'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 The Contractor by these St gxtions does hereby authorize is supplied with the Final Application for Payment the Engineer to deduct such costs from the amount due or to provided by the Engineer. If dissatisfied with any part of the subcontracted work, the become due the Contractor. REPLACED BY VTR Engineer may request in writing that the subcontractor be removed. SECTION 1-08.4 IS DELETED AND 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(3) Hours of Work(APWA) (APWA) et Except in the case of emergency or unless otherwise approved by the Contracting Agency,the normal straight time working hours Notice to Proceed will be iven after the cow beenha ye for the contract shall be any consecutive 8-hour period between executed and the contract bond and evidence tradra shall not 7:00 a.m.and 6:00 p.m.of a working day with a maximum 1-hour Errs a roved and filed b the Owner. as lunch break and a 5-day work week. The normal straight time 8- commerce the Work until the Notice to Proceed has been construction hour working period for the contract shall be established at the activities t on the Pro'ect Ste within ten daam�Nouce to precanstruction conference or prior to the Contractor commencing -'"' wr the Work. Proceed Date. The Work thereafter shall be ,rosecuted orlon ' - .'cal If a Contractor desires to perform work on holidays, vi:orousl and without unauthorized mterru shtrtdowns 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 tuns r day, the Contractor shall apply in writing to the Engineer for slowin: of .. rations b the Contractor without 'nor m permission to work such times. Permission to work longer than an the En ineer. Such a royal shall not relieve the Contractor �m 8-hour period between 7:00 a.m. and 6:00 p.m. is not required. the Contractual •obli:ation to co .lete the work 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 the Contractor is war requesting permission to work. Page-SP-13 Revision Date:May 19, 1997 1-09 Measurement and Payment 1-09 Measurement and Payment SECTION I-08.5 IS DELETED AND REPLACED WITH THE SECTION 1-08.9 IS REVISED PER SECTION 1-05,11, FOLLOWING: it 1-08.10 Termination of Contract (APWA) 1-08.5 Time For Completion (Contract Time) (APWA, RC) SECTION 1-08.101 IS SUPPLEMENTED BY REVISING illt The Work shall be physically completed in its entirety within REFERENCES TO 'STATE TREASURE DEPARTMENT OF the time specified in the Contract Documents or as extended by the TRANSPORTATION" IN THE LAST SENTENCE Engineer. The Contract Time will be stated in "working days", PARAGRAPH S TO READ `CONTRACTING AGENCy, shall begin on the Notice To Proceed Date, and shall end on the SECTION 1-08.11 IS A NEW SECTION: Ili 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 r holidays: January 1, ad ua efficien and sufficie of his and his su risible for the emorial Day, July 4, Labor Day, bcontractor s WI November 11,Thanksgiving Day, the day after Thanksgiving, and lant and i meat. The Owner shall have the ri 'ht to make use Christmas Day. When The day before Christmas shall be a work rho on the site er of and equipment in the performance of any holiday when Christmas Day occurs on a Tuesday or Friday. The work oa the site of the work. day after Christmas shall be a holiday when Christmas Day occurs The use by the Owner of such plant and-equipment shall be It on a Monday, Wednesday, or Thursday. When Christmas Day considered as extra work and paid for accordingly. occurs on a Saturday, the two preceding working days shall be Neither the Owner nor the engineer assume any responsibility, observed as S t rda the w Christmas at any time, for the security of the site from the time contractor's a day occurs on a Sunday, a•erations have commenced until final Y the two working days following shall be observed as holidays. shall the work c When holidays other than Christmas fall on a Saturday, the engineer and the Owner. The contractor shall employ such preceding Friday will be counted as a non-working day and when measures as additional fencing, barricades, and watchmen service, as he deems necessary for the public safety and for the protection op 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 - L. 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 - L successive working day,beginning with the Notice to Proceed Date The contractor shall give his personal attention to and cha[I and ending with the Physical Completion Date,shall be charged to SII the work to the end that it shall be�rosecnnted faithfully, the Contract Tune as it occurs except a day or part of a day which and when he runt personally present on the work site,he shall at illi is designated a nonworking day or an Engineer determined all times be represented by a competent superintendent who shall t. 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 t showing (1) the number of working days charged against the representative of the contractor. The contractor shall be liable for the Contract Time for the preceding week; (2) the Contract.Time in faithful observance of e. 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 r partial or whole days the Engineer declared unworkable. the 1-09 Measurement and Payment i a previous week. This weekly report will be correlated with the Contractor's current approved progress schedule.If the Contractor SECTION 1-09.1 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 works on that day. Contractor's responsibility to see that a certified weight sich.__I is Ili 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 materials for each truckload delivered. Pay quantities will be discrepancy in the Contract Time as reported. Otherwise, the Prepared on the basis of said tally tickets delivered to the-Inspector ail report will be deemed to have been accepted by the Contractor as at the time of delivery of materials. Tickets not receipt by the t • The requirements for scheduling the Final Inspector will not be honored for payment. g Inspection and Where items are specified to be paid by the ton the following establishing the Substantial Completion, Physical Completion, and Completion Dates are specified in Sections 1-05.11 and 1-05.12, system will be used: i Each truck shall be clearly numbered to the satisfaction of the Engineer and there shall be no duplication of numbers. - D •licate tickets shall be .r-.ared to accom•-' each truckload of material delivered to the project. The tickets shall Mt bear at least the following information: 1. Truck Numbed 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 dote. Page-SP-14 Ili Revision Dale:May 19. 1997 1 1-09 Measurement and Payment 1-09 Measurement and Payment LABORATORY" TO READ 'CONTRACTING AGENCY'S 6. Location for delivery. 7. Pay item number. MATERIAL LABORATORY.' aw 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) all -, i,ment for each item. The summation of the detailed unit ricer for each item shall add u to the lump sum Bid. The unit 1-09.9(1) Progress Payments (APWA1 in w rice values may be used as a guideline for determining proess Progress payments for completed work and material on hand or deductions or additions . � ent for ordered work will be based upon progress��ptepar�by the Engineer A changes. The detailed cost breakdown of each lump sum item shall .roc estimate cutoff date will be established at the be submitted to the Engineer riot to the preconstruction pr�nstruction meeting. Conference. Within 3 day the s after progress estimate cutoff date (but not 1111/ 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 pr g estimate Cutoff date.The Application forth!):yment shall be accom red by documentation sum. FOLLOWING: Contractor's FOLLOWING: Application for Payment. If payment is requested for materials and equipment not 1-09.3 Scope of Payment(APWA,RC) incorporated in the work,_but delivered and stored at approved sites !"0 pursuant to the Contract Documents,the Application for Payment - Unless modified otherwise in the Contract provisior>s, the Bid other Items listed or referenced in the'Payment"dause of each Section shall be accompani ed by a bill of sale, invoice, or of the Standard Specifications, will be the only items for which documentation warranting that the Contractor has received the err won will be made for the Work described in or specified materials and equipment and evidence that the materials and in dint 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 u"` 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 dial would progress estimates will be made every month thereafter until die - be required to complete the intent of the Contract per Section 1- Completion Date.Progress estimates made during progress of the jii for that Work won be made as for Extra Work Work are tentative, and made only for the purpose of determining purl then estimates are subject to diange at pursuant to a Change Order. progress payment.The progress The words'Bid Item" "Contract Item."and"Pay Item,"and any time prior to the calculation of the Final Payment -per similar t tins Used throe the Contract Documents are Section 1-09.9(4)• . The value of the progress estimate will be the sum of the " ° . --'f' following: If the 'payment" clause in the Sp ecifications relati� m am' unit Bid Item price in the Proposal Form requires that said unit Bid I Unit Price Items in the Bid Form — therm Item price cover and be considered compensation for certain work .uanti of ...table units of Work com•leted mud•.'lied ' the r` or material essential to the item then the work or material will not Unit Price. the estimated be measured or paid for under any other Unit Bid kern which may 2. Lunt Sum Items in the Bid Foy " for each appear elsewhere in the Proposal Form or Spexficata as. . . to:e comulete multi.lied , the Bid Forms amount Pluralized unit Bid Items appearing in these Specifications are Lump Sum Item. of invoiced cost of changed to singular form. 3. Materials on Hand — 90 - roved by the Payment for Bid Items listed or referenced in the'Payment" material delivered to Job site or other riot a a«° "�' clause of any particular Section of the Specifications shall be Engineer., roved extra cost or um considered as including all of the 'Work required, specified, or 4. Chan e Orders —entitlement for F� • scribed in that particular Section. Payment items will generally completed extra work as determined by the be listed generically in t h e Specifications, a n d s p e c i f i c a l l y in t h e P r o made in accordance with the bid form. When items are to be 'furnished" under one payment progress estimate less: r• item and 'installed" under another pay item such items shall 1 Five(5)pest for retained percen. 2- The amount of Progress Paymeats previously ode. for be furnished FOB project site, or, if specified in the Special ." e. Provisions, delivered to a designated site. Materials to be 3- Funds withheld by the Contractor "furnished," or "furnished and instal led" under these conditions, disbursement in accordance with the Contract Doctmte n evidence rrr shall be the responsibility of the Contractor with regard to storage Progress a eats for work ormed shat r, : of a •ble ' rformance or an admission , the Contra until such items are incorporated into the Work or, if such A ens that any work has been satisfactorily co ntg 1� are not to be incorporated into the work,delivered to the applicable Payments will be made by warrants issued by tcd. . qtr Contracting Agency storage site when provided for in the Specifications. Payment for material 'furnished," but not yet A,c 's fiscal o'icer a:ainst the a,'ro•date fund source for the incorporated into the Work, may be made on monthly estimates to ro•ect. Pa eras' received on account of work ' ormed b a are sub•ea to the revisions of RCW 39.04.250• the extent allowed. IN! SECTION 1-09.8 (APWA) IS SUPPLEMENTED BY REVISING ALL REFERENCES TO "HEADQUARTERS' MATERIAL I. ere Page-SP-JS Revision Date:May 19, 1997 1-09 Measurement and Payment 1-09 Measurement a nd p ttii ayment 1-09.9(2) Retainage (APWA,RC1 1-09.9(3) Contra A ens 's Ri ht to Withhold Pursuant to RCW 60.28 there will be retained from monies and Disburse Certain Amounts earned by the Contractor on progress estimates a sum not to exceed TWA la 5 percent of the monies earned by the Contractor. Such retainage In to to monies retained 39.12 and d RCW 60.28 and payment (1)to sub'ca to RCW 39.04.250 RCW 39.12 and RCW 39.76 the shall be used as a trust fund for the protection and a Contractor •authorizes the En:ineer to withhold 'E.,: the State with respect to taxes imposed pursuant to Tide 82, RCW - ^� cuts due or deduct an amount from an •. meet or .a ruts due the lit which may be due from such Contractor, and(2) the claims of any Contractor which in the En:ineer's ..inion ma be ,• ti person arising under the Contract. cover the Contractut: A: 's costs for or to ' the -. to Monies reserved under provisions of RCW 60.28 shalt, at the following situations: option of the Contractor,be: 1. Dania e to another conctor trawhen there is evidence ill 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 aid fees or bearing account in a bank, mutual savings bank, or savings and star r is loan association(interest on monies so retained may be paid to the public authorities parties or municipalities which the Contractor is le obligated to pay. Contractor). 3. Utilizing material, tested and inspected by the Engia 3. Placed in escrow with a bank or trust company by the for purposes not connected with the Work(Section 1-05.62 ` Contracting Agency. When the monies reserved are to be placed in 4. Landscape damage assessments per Section 1-07.16. _ ailt escrow the Contracting Agency will issue a check representing the 5. For overtime work performed by City personnel _e sum of the monies reserved payable to the bank or trust company Section 1-08.1(4). r 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 the 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. Lack of construction progress based upon the ineer•s " as the interest accrues. - review of the Contractor's approved progress schedule which The Contractor shall designate the option desired on--tie indicates the Work will not be completed within the Contract Time. Ili When calculating an anticipated time overrun, the Engineer will . at make allowances for weather delays,approved unavoidable delays least 10 working days prior to the first progress payment for the and contract. The Contractor in choosing option(2) or (3) agrees to subparagraph of the Work. The amount withheld under this ilia paragraph 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 .at percentages in securities. The Contract*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 retainage. Contractor's other obligations under the contract, including but not c Release of retained percentage will be made 60 days following limited to: Ili 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 etc. or to provide adequate sury ey work as required by I (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. unauthorized work(Section 1-05.8) Sil 3. Affidavit of Wages Paid is on file with the Contracting d. Failure of the Contractor to furnish a Manufacture's 2 Agency for the Contractor and all Subcontractors regardless of tier Certificate of Compliance in lieu of material testing and inspection fRCW 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 Pax mis 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 aitk oil Retainage will not be reduced for any reason below the 50 and The 51 RCW)as required by Section 1-07.10. I--. 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 trim 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 En:ineer elects to do so will be INt Washington State Employment Security Department and any made onl after :ivin: the Contractor 15 calendar da s *rim - 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 I ail the claims,and 2. the Contractor has at •rotested such disbursement. Page-SP-16 le 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 -•••.nsibili to co ,•1 with all laws ordinances and Contractor in accordance with this section will be made. A regulations — Federal,State, or local — that affect the corn-a« Nu payment made pursuant to this section shall be considered as The date the Contractin: A:e unilaterall si: the Final payment made under the terms and conditions of the Contract. The Pr•:ress Estimate constitutes the final acce. . date Sect•on 1 Contracting Agency shall not be liable to the Contractor for such 05.12). payment made,in good faith. 1-09.11 Disputes and Claims an 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) an 1-09.9(4) Final Payment(APWA) Failure to submit with the Final Application for Payment&aal Upon Acceptance of the Work by the Contracting Agency the - '• , ch information and details as er final amount to be paid the Contractor will be calculated based described in this section for any claim shall 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: do 1. .to the Contracting Agency of all claims and all liabilities of the Contractor, other than claims instated amounts as may be 1-09.11(3) lime Limitations and Jurisdiction specifically excepted in writing by the Contractor; (APWA) - 2. for all things done or furnished in connection with the This contract shall be construed and interpreted in accordance Wes; 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. +rr 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 tar the Contract Bond; nor shall such payment constitute a waiver of contract by the Contracting Agency. The parties understand and the Contracting Agency's ability to investigate and act Mon agree that the Contactor'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. ,car from recovering damages,setting penalties,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 spine the Before the Work will be accepted by the Contracting Agency, Contracting Agency arising from this contract are filed with the die Contractor shall submit an affidavit, on the form provided by Contracting Agency or initiated in Court, the Contractor shall the Engineer, of amounts-tad to certified disadvantaged (DB), permit the Contracting Agency to have timely access to any records minority . (MBE) .or women business enterprises (WEE) deemed necessary by the Contracting Agency to assist in evaluating participating in the Work. Such affidavit shall certify the amounts the claims or actions. Am paid to the DB,MBE,or WBE subcontractors regardless of tier. On Federally-funded projects the Contractor may also be 1-09.13 Arbitration required to execute and furnish the Contracting Agency an affidavit IS SUPPI.EMSN1'BD BY certifying that the Contractor has not extended any loans, gratuity SECTION _ 1-09.13(2) (BC) N COUNTY•. Ow or gift and money pursuant to Section 1-07.19 of these REPLACING ALL REFERENCES TO "THURSTO `;'' Specifications. WITH THE WORDS"KING COUNTY." 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 "rr die final acceptance of the contract, the Contracting Agency 1-09.13(3) Procedures Arbitration(RC) dures to Pursue Arb' reserves the right to establish a completion date and unilaterally The fmdin and decision of the board of arbitrators shall be accept the contract. Unilateral acceptance will occur only after the final and bind'': °n the •antics unless the a:: 'ever ... v within Contractor has been provided the opportunity, by written request 10 da challe•:es the f••'•:s and decision b serum: and fir •: air Cncn from the Engineer, to voluntarily submit such documents. If a •'on for review b the su. 'or court of '= voluntary compliance is not achieved, formal notification of the Washin: on. The _rounds for the • • 'on for review are limited to impending unilateral acceptance will be provided by certified letter showing that the findings and decision: or from the Engineer to the Contractor which will provide 30 calendar 1 Are not responsive to the questions submitted; coin orient days for the Contractor to submit the necessary documents. The 2. contrary to the tennis of the contract or an 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 arbi and/or is not based u••n the ...linable facts elt documents. This reservation by the Contracting Agency to and the law controllin the issues submitted to arbitration. 'Ihc unilaterally accept the contract will apply to contracts that are board of arbitrators shall support its decision by sew° forth in completed in accordance with Section 1-08.5 or for contracts that writin: their findin: 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 don not in any way relieve the Contractor of the provisions under contract or t- it ■ Revision Date:May 19, 1997 T 1-10 Temporary Traffic Control 1-10 Tempora illi ry Traffic Control The arbitration shall be conducted in accordance with the If the En:ineer -.uires the Contractor to furni additional statutes of the State of Washington and court decisions governing channelizin: devices .ieces of -.ui•ment or services which could iti such procedure. not be usual) antici 6 ated b a .rudest contractor The costs of such arbitration shall be borne equally by the City maintenance and rotection of traffic then a new • for the and the contractor unless it is the board's majority opinion that the ma be established to a for such items, Fu item or items Further litnitations.for contractor's filing of the protest or action is capricious or without consideration of .a inert for these items are that , , reasonable foundation. In the latter case, all costs shall be borne covered b other items in the bid ro are not by the contractor. Tied in the S Provisions as incidental and not accumulative cost for the use of each individual and the device, piece of equipment, 200 in tz 1-10 Temporary Traffic Control al or service must exceed $200 in total MN cost for the duration of their need. In the event of disputes, the SECTION 1-10.1 IS SUPPLEMENTED BY ADDING THE Engineer will determine what is usually anticipated by a eudextt contractor. The cost for these items will be by agreed price, price FOLLOWING: established by the Engineers or by force account. Additional.items 1 1-10.1 General(RC) 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 covered by 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 adiustment 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 specific decrease. it device and the Special- Provisions specify furnishing, maintaining, and payment in a different manner for that SECTION 1-10.2(1) TRAFFIC CONTROL SUPERVISOR IS device: REVISED AS FOLLOWS t 2. Furnishing traffic control labor,equipment,and supervisory 1-10.2(1)Traffic Control Supervisor(RC) (SA) personnel for all traffic control labor, 3. Furnishing any necessary vehicle(s) to setup and remove S'�=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 inas-a worksite traffic contro �...,. 4. Furnishing labor and vehicles for patrolling and maintaining - hi position all of the construction signs and the traffic .• . The TCS shall assure that personally •. control devices, unless a pay item is in the bid proposal to porfrarm all the duties of the TCS arc performed during the duration specifically pay for this work;and of the contract S. Furnishing labor, material, and equipment necessary for 7. Ensuring that corrections are made if traffic control l cleaning up, removing, and replacing of the construction devices arc 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 lit 6. Removing existing signs as specified or a directed by the is in conformance engineer and delivering to the City Shops or storing and re- with established standards. installing as directed by the Engineer. .. .. . . .� . j 7. Preparing a traffic control plan for the project and •'' designating the ° _ • t'.� � person responsible for traffic control at the work site. •TThe traffic control plan shall include ' ` ' -- " . .Possession of a current flagging card descriptions of the traffic control methods and devices to be I IIII 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(RC) L notify them in advance of any work that will affect and The Contractor shall be -. .nsible for assutin that traffic control is installed and maintained in conformance.to established traveled portion of a roadway. s standards. The Contractor shall continuously evaluate the 9. Assuring that all traveled portions of roadways are open to o. ration of the traffic control 'Ian and take •rom•t action to ffi trac 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 6:00p.m., or as specified in the special provisions, or as directed by the Engineer. SECTION 1-10.3(3)HAS BEEN REVISE))AS FOLLOWS: tut 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 plans) as If no bid item 'Traffic Control" a well as any other appropriate signs prescribed b y the En ineer or ppcars in the proposal then required to conform with established standards, will be furnish all work required by these sections will considered incidental and their cost shall be included in the other items of work. by Contractor. t Page-SP-18 II Revision Date:May 19. 1997 b 1-11 Renton Surveying Standards 1 41 Renton Surveying Standards as No separate pay item will be provided in the bid proposal for The item "Traffic Control" will be considered for an -. itable Class A or Class B construction signs. ad-ustment • r Section 1-04.6 onl when the total contract ,rice _ .. increases or decreases by more than 25 percent. air - 1 ether costs for the work to •-' provide Class A or Class B construction signs shall be included in The Lump Sum unit 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 earls),pilot car bid proposal_• driver(s),and the appropriate pilot car sign(s)for any crte.piiet O car operation. Any necessary flagge s will be paid undo the SECTION 1-10.3(6)IS REVISED AS FOLLOWS: item for traffic control4abec. 1-10.3(6) One-Way Piloted Traffic Control Through The Lump Sum unit contract price per-flour-shall be full '��" Construction Zone pay per-flour-shall all costs for the labor provided for performing those construction operations described in Section 140.3(1) and as authorized by the Engineer. Payment „,,_ ,ti• „ .. - The Lump Sum unit contract price •• panel area shall be full pay for all costs for performing the work described in Section 1-103(3) and Section 1-103(4). •-- _ . -- -This payment will include all labor, equipment, and vehicles .. �. .. • necessary for the initial acquisition, the initial installation of mil. Class A signs,and ultimate return of all Contracting Agency- :At Contractor-Furnished One-Way Piloted Traffic Control. The fiunithed ._ Contractor shall furnish the pilot car(s)and driver(s)for the pilot car .. _ control area. Arty necessary naggers shall be furnished by the Engineer-, t_ Cont` " " • M The Lump Sum unit contract price per day shall be full - . -- - - pay for all costs involved in furnishing the person(s)assigned . as the "Traffic Control Supervisor"--ducing-un--Enginces- No _ All costs for the vehicle(s)required for DELETE SECTION 1-10.4 AND REPLACE WITS: the Traffic Control Supervisor shall be included in the Lump 1-10.4 Measurement(RC) (SA) Sum unit contract price for"Traffic Control-Sur-cyst/as. • . ..... .... . ... era No specific unit of measurement will apply to the lump sum item of"Traffic Control". `• SECTION 110.5 IS REVISED AND SUPPLEMENTED AS us FOLLOWS: .._. .. . . •-• 1-10.5 Payment(RC) mod, ut 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 they-are-included in the proposal: 'Traffic Control,"lump sum. _ ••T #' !` -e V F,• 1 ".nt a.,"- The lump taus contract price shall be full pay for all costs not all be full covered by other specific pay items in the bid proposal for The Lump Sum unit-contract price e e or vbe f ull vehick furnishing, installing; maintaining, and removing traffic control pay for all costs involved in furnishing wt devices required by the contract and as directed by the Engineer in for the work described in Saxton 1-10 3( - - conformance with accepted standards and in such a manner as to . maximize safety,and minimize disruption and inconvenience to the Labor public.. MI Progress payment for the lump sum item 'Traffic Control" 1-11 Renton SurveyinE Standards will be made as follows: a. When the initial warning signs for the beginning of the . MI project nd approvedeby the .En�ineerr, 30 percent of the 1-11.1 All sury sand•sury r ; for ' •re,ared under the bid for the item will be Paid- direct su• rvision of a • rson re:istered to •ractice land air A'=' under the provisions of Chapter 18.43 RCW. accordance b. Payment for the remaining 70 percent of the amount All curve sand serve r ,•its shall be .r accordance don for us bid for the item will be paid on a prorated basis in with the -suit-- ents established the Board of R accordance with the total job progress as determined Professional En lneers and Land Sury ors under the •rov isions of by progress payments. Chapter 18.43 RCW. • um t- Page-SP-19 a Revision Date:May 19, 1997 1-11 Renton Surveying Standards 1-ii Renton Surveying Standards 1-11.1(2) Survey Datum and Precision(RC) In those cases where an electronic data collector is used,a hard The horizontal component of all surveys shall have as its co •rint out in ASCII text format will accompany the field notes II 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 two 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 al Class A survey revealed in Table 2 of the Minimum Standard • A corner or other survey point established by or under the Detail Requirements for ALTA/ACSM Land Title Surveys jointly sision of an individual per section 1-11,1(1 and an . 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 VI angular and linear closure and precision ratio of traverses used for section subdivision corners down to and including one- survey control shall be revealed on the face of the survey drawing, sixteenth corners;and as shall the method of adjustment. boundary, right of wa alit The horizontal component of the control system for surveys Arty permanently monumental boun way using global positioning system methodology shall exhibit at least 1 alignment,or horizontal and vertical control points established part in 50,000 precision in line length dependent error analysis at a by any governmental agency or private surveyor including 95 percent confidence level and performed pursuant to Federal street intersections but excluding dependent interior lot di Geodetic Control Subcommittee Standards for GPS control surveys COQ• as defined in Geairetric Geodetic Accuracy Standards & Specifications for Using GPS Relative Positioning Tedutiques dated 1-11.1(6) Control or Base Line Survey(RC) 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 iiii 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-building" while occupying one such t will be shown on the drawing. If a City of Renton benchmark does monument and sighting another such monument. A 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 f 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 .. 'red it will be . -.. -• on 18 inch b 24 inch ,, tar and will I shall reveal the controlling monuments, measurements, and corn.! with all •rovisions of Ch. - 58.09 RCW. A methodology used in that retracement. .hoto: . 'c . lar of the drawin: will be submitted to the Ci of 1-11.1(4) field Notes (RC) Renton and upon their review and acceptance per the specific eats of the •ro'ect the ori:final will be recorded with the ill 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 .re..red on 22 inch b 34 inch m lar and the or':,• or a sketch and a record of control and base line traverses describing photographic mylar thereof will be submitted to the City of Renton. 1 gig station occupations and what measurements were made at each The sury drawin:s shall meet or exceed the •uirements of l; 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 ..ssible and a le:end shall ide ' all job. The preferred method of point numbering is.fidd notebook, bols used if each ..int marked b a bol 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 Point An electronic listi • of all •rinci•al •tints shown on the • No.348.16.01,the second point would be 348.16.02,etc. drawing shall be submitted with each drawing. The listing should * Upon completion of a City of Renton project, either the field include the .tint number desi:nation corr.-••ndi :. with that in t.... notebook(s) provided by the City or the original field notebook(s) the field notes a brief descri t Lion of the •tint and northin: used by the surveyor will be given to the City. For all other work, Bastin• and elevation if as tlicable values all in ASCII format surveyors will provide a copy of the notes to the City upon request. on IBM PC compatible media. c, L. Page-SP-20 II Revision Date:Mav 19. 1997 �., 1-11 Renton Surveying Standards 1-11 Renton Surveying Standards err 1-11.1(7) Precision Levels(RC) 1-11.1 12 Monument Setting and Referencing (RCl Vertical Surveys for the establishment of bench marks shall All property or lot corners, as defined in 1-11.1 5) is satisfy all applicable requirements of section 1-05 and 1-11.1. established or reestablished on a plat or other recorded survey sal Vertical surveys for the establishment of bench marks shall be referenced b a • rmanent marker at the corner ..int , r 1- meet or exceed the standards, specifications and procedures of third 11. 1 . In situations where such markers are 'lie tactical or in order elevation accuracy established by the Federal Geodetic marker shall l': set. o most cast he t corners of lo be the extension o ill Control Committee. 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 corners shall be shown or both recoverablilty and positive identification on recovery. described on the face of the plat orb of record, e.g., "Tacks or 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 (RC) cases the corner shall meet the requirements of section 1-11.2(11 t 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 back sighted in developing radial the requirements of section 1-11.2(2) herein. If the monument topography or establishing baselines for station—offset topography falls with in a •.ved ••rtion of a ri ght of wa or other area the to 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 Yeys, with the pavement surface per section 1-11.2(3). section 1.11.1 herein shall be observed for all topographic In the case of right of way centerline monuments all points of :M 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 ad 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 misclosure 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 our! ons, OR 2) of the curve. Committee third order elevation accuracy 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 M 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 (PT), 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 r determined by spirit leveling and shall satisfy Federal Geodetic the monument, a minimum of two reference points and HAD 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. w I-11.1(11) ' As-Built Survey(RC) 1-11.2 Materials All improvements required to be'as-built' (post construction survey) per City of Renton Codes,TITLE 4 Building Regulations 1-11.2(1) Property/Lot Corners(RC) • and TITLE 9 Public Ways and Property, must be located both Corners • r 1-11.1 shall be marked in "durable manner �` horizontally and vertically by a Radial survey or by a Station offset such as 1/2 inch diameter rebar 24 inches in•lu:s or •s tack in lead etc. and marked or ta_:ea survey. The'as-built' survey must be based on the same base line �m st�m �t�of or control survey used for the construction staking survey for the wrth the surveyors identification or at the time of rru improvements being 'as-built". The "as-built" survey for all the marker used can be determined the sun!-' subsurface improvements should occur prior to backflllini;. Close installation. cooperation between the installing contractor and the "as-builting" Monuments (RC) surveyor is therefore required. 1-11.2(2) the as set ■at All'as-built" surveys shall satisfy the requirements of section Monuments .- 1-11.1 shall meet nth 1-11.1(1) herein and shall be based upon control or base line forth in C. of Reston Standard Plans •a:e H031 and ' ..•• surveys made in conformance with these Specifications. of marked or ttagged with the sure or's identification number. The field notes for "as-built" shall meet the requirements Monument Case and Cover 'to section 1-11.1(4) herein and submitted with stamped and signed 1-11.2(3) on��and City "as-built" drawings which includes a statement certifying the Materials shall meet the requirements of sect 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. us - r. t- Page-SP-21 um Revision Date:May 19, 1997 2-02 Removal of Structures and Obstructions 2-03 Roadway Excavation and E ail n'bankment Division 2 Earthwork .uantities and . :es will be cemanual) or means of electronic data rocessinm�ul� b a Earthwork use of the avera:e end area method. An chan:eS work as directed b the ineer that would alter these �- shall be calculated b the En ineer and submitted to ties for his review and verification. the Contractor t 2-02 Removal of Structures and An excavation or embankment be and the limits Obstructions the Plans unless ordered b the En ineer shall n ttrdre�ted m All work and material r wired to return these of be d for. SECTION 2-02.3(3) IS REVISED AND SUPPLEMENTED AS on:inal conditions as directed b the •liner lim areas t their II FOLLOWS: by the Contractor at his sole expense. be •rovideal All areas shall be excavated filled and/or backfilled as 2-023(3) Removal of Pavement, Sidewalks, and ° w tom t with the r ades shown on the Plans filled Nil Curbs (RC) and backfilled areas fine din shall be in d •• the lacement In removing pavement, sidewalks, and curbs, the Contractor and m0 CO clot of the final la er. In cut sections fine din shall: shall be gin withut the final six (6) inches of cut. Final kradinn shall produce a surface which is smooth and even,without abrupt ma 1. Haul broken-up pieces ' to some off-project site. changes in grade. . Excavation for curbs and gutters shall be accomplished by ■ cutting accurately to the cross sections, grades and elevations S. When an cues where shown. Care shall be taken not to excavate below the specified 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 temporary mix asphalt. concrete patch shall be required. quantities of leaves, brush sticks, trash and other debris • Temporary patching shall be placed to a minimum depth of 2 until final acceptance of the Work. - inches immediately after backfilling and compaction are complete Following removal of topsoil or excavation'to grade and l� and before the road is before placement of fills or base course, the subgrade under.the opened to traffic. MC cold mix or MC hot roadway shall be proofrolled to id mix shall be used at the discretion of the Engineer. y any soft or loose arras r which may warrant additional compaction or excavation and 'hull If If pavements, sidewalks, or curbs lie within an excavation area and are not mentioned as separate replacement. pay items. their ranoval The Contractor shall provide temporary drainage p will be paid for as'part of the quantity removed.in excavation. If p porate drains a or protection to keep the subgrade free from standing water. , . a Acceptable excavated native soils shall be used for.fill in the .10 mentioned as a separate item in the proposal,they will be measured and paid for as provided under Section 2-02.5, and will not be area requiring fills. Care shall be taken to place excavated material at the optimum moisture content to achieve included in the quantity calculated for excavation. the specified compaction. Any native material used for fill shall be free of f SECTION 2-02.5 IS SUPPLEMENTED BY ADDING: organics and debris and have a maximum particle size of 6 inches. .66 2-02.5 Pa It shall be the responsibility of the Contractor to prevent the yment (R� native materials from becoming saturated with water. The 2. 'Saw Cutting', per Lineal Foot. measures may include sloping to drain, compacting the native ail materials, and diverting runoff away from the materials. If the 3. 'Remove Sidewalk',per Square Yard. 4. 'Remove Curb and Gutter',per Lineal F . Contractor fails to take such .reventative measures costs or S. 'Cold Mix', delay related to drying .per Ton ng the materials shall be at his.own ex om. _ If the native materials become saturated, it shall be the { 6. 'Remove Asphalt Concrete Pavement,'per square yard. t tirl� 7. 'Remove Cement Concrete pavement,'per square yard. ! Possibility:of the Contractor to dry the materials to the r_:. • 8. 'Remove existing per optimum moisture content. If sufficient acceptable native soils are not available to en ..late construction of the roadwa em.•. •.. .. All costs related-to-the removal and disposal of structures and obstructions including saw cutting, excavation, backflling 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 a..l as thou: a sub:rade trimmer were specified. If sufficient acceptable native soils, as determined by the 2-03 Roadway Excavation and :Meer are not available to corn.lete construction of the roadwa Embankment embankment Gravel Borrow meetin: the r-.uirements of.Section - 9-03.14 of the Standard Specifications shall be used. Ili 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 perfoYmed unless specific exceptions in other raii excavated material shall be used for embankments, while surplus sections provide otherwise: excavated material or unsuitable material shall be disposed of by l. At the discretion of the en:ineer roadwa excavation the Contractor. borrow excavation, and unsuitable foundation excavation - by the t- Page-SP-22 NI 2-04 Haul 2-09 Structure Excavation cubic yard (adjusted for swell) may be measured by truck in the Al 2_ Sub#;rade Preparation hauling vehicle at the point of loading. The contractor shall ii provide truck tickets for each load removed. Each ticket shall have SECTION 2-06.5 IS SUPPLEMENTED BY the truck number, time and date, and be approved by the engineer. ADDING THE FOLLOWING: SECTION 2-03.5 IS REVISED AS FOLLOWS: 2-06.5 Payment (RC) al 2-03.5 Payment (RC) Subgrade preparation and maintenance includirg 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 lath sum rr 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 Iwo 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 Section-1-04.4 Item 3 of this payment section. In this as 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 (The unit contract price pa cubic yard shall include haul. SECTION 2-09.3(I)D IS REVISED AS FOLLOWS: do 3. "Unsuitable Foundation Excavation",per cubic yard. 2-49.3(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. we unit contract price per " _ .. . . ., ... cubic yard shall include haul. .. • .. .. wia 7.• " If the contract includes structure excavation, Class A or B, . including haul, the unit contract price shall include all costs for . _. loading and hauling the material the full required distance= . otherwise all such disposal costs shall be considered incidental to • Payment for the work. . embankment compaction will not be made as a separate item:All SECTION 2-09.4 IS REVISED AND SUPPLEMENTED AS iii costs for embankment compaction shall be included in other bid FOLLOWS: items involved. 2-09.4 -Measurement(RC) --,'t'a 2-04 Haul Gravel backfilL All gravel backfill will be measured by the cubic yard in place dote mined by the neat lines required by the 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 ,s 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. No iscludod,-is414s-ppaposal;... . .. SECTION 2-09.5 IS REVISED AND SUPPLEMENTED AS 3. "va,,l" .,i. FOLLOWS: All costs for the hauling of material to, from, or on the job site shall be considered incidental to and included in the unit price 2-09.5 Payment is of other units of work. .. Payment will be made for the following bid items when they are included in the proposal: "Structure Excavation Class A", per cubic yard. "Structure Excavation Class B", per cubic yard. yard. crn "Structure Excavation Class A Incl. Haul", per cubic y "Structure Excavation Class B Incl.Haul", per cubic yard. The unit contract price per cubic yard for the bid items listed l as 1 through 4 above shall be full pay for all labor, tools, equipment, and pumping or shall be included in the unit bid .rice of other ite of work if 'Structure Excavation or Page-SP-23 Revision Date:May 19, 1997 2-09 2-09 Structure Excavation -09 Structure Excavation "Structure Excavation Incl Haul" are not listed as pay items in the 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 backfilling 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 Fnpineer 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. ail ftt t Page-SP-24 Revision Date:May 19, 1997 ,., 3 No supplemental specifications were necessary 4 No supplemental specifications were necessary rr Division 3 Production From Quarry and Pit Sites Division 4 and Stockpiling Bases fi• 3 No supplemental specifications were 4 No supplemental specifications were necessary necessary e No supplemental specifications were necessary for Division 3. No supplemental specifications were necessary for Division 4. +err 4 rrr 1111 +nr w ■r irr r ow irr Page-SP-25 Revision Date:May 19, 1997 5-04 Asphalt Concrete Pavement 5-04 Asphalt Concrete Pavement Division 5 (2) _ •Surface Treatments and Pavements ... •_ ail samples-toWhen a sam le from uncom acted mix is 5-04 Asphalt Concrete Pavement Contractor shall ensure that the samples can -be ob thn accordance with WSDOT Test Method 712. SECTION S-04.3(8)A IS REVISED AND SUPPLEMENTED AS hauling icla. - 'FOLLOWS: B. Definition of Sampling Lot and Sublot. For the pose 5-04.3(8)A Acceptance Sampling and Testing(RC) of acceptance sampling and testing, a lot-ism defined as Ili 1. General. Acceptance of asphalt cement concrete shall be the total quantity of material or work produced__each job mix formula occtrr-fep as-provided under—statistical—as a nonstatistical acceptance. (JMF•)_ Only one lot per JMF is expected to Determination of-statistical nonstatistical acceptance shall be •� !y .. _. illi based on proposal quantities and shall consider the total of all bid t items involving mix of a specific class. Dense graded mixes (asphalt concrete pavement Classes A, B, • ..... • E, F, and G) shallwill be evaluated for quality of gradation on a ^"'"" 'm",. ,,,sue „� dailylot basis by the Contractor. This gradation analysis shall be _ •I� ei based on WSDOT Test Method 104 and the results delivered to the is defin in Section 9_ Contracting Agency by noon of the following working day. This 03.8(6)A (Basis of Acceptance). The Contractor ma not make information shall be used by the Engineer to evaluate conformance ' changes to 7MF � prior written approval of the tarn with Section 9-03.8(6)A.2.-and A-asphalt content shall be tested at Engineer. - the&engineer'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 '• >' p stockpile to confirm the gradation testing `- done by the contractor. If the independent sample gradation varies from die Contractor's data by more than ±3% for sieve sizes •'_- •. -•• • - ••_ . . ._ 1 than 1/4"and t2% for sieves smaller than the No. 10,then " '" - i the costs of the sampling and testing shall be borne by the --. . !• Contractor. If the test results vary from the Contractor's data ape-within the ranges listed abov , then ` . ° •• acceptance the cost of sampling and testing will be borne by the Contracting Sampling and testing for nonstatistical a lance shall be Agency....,. :_... .. ... . performed on a random basis at a minimum frequency of one - . _ - • _ sample for each sublot of 400 tons or each day's .production, - 1 -whichever is least. When proposal quantities exceed 1,200 tons for 11. .� 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 sublots, based on proposal quantities, with a - i ...__ ,. .. _ maximum sublot size of 800 tons. !iii .. - C. Test Results. The Engineer will furnish the Contractor - �� with a copy of the results as they become available.-of-all • - • . .�•�. _ .. .. _ • D. Test Methods. When samp testing of asphalt content is - .. necessary, Aacceptance testing for compliance of- alt-content 2.` Aggregates. _Aggregates will be accepted for sand will use the Nuclear Asphalt Gauge Procedure; WSDOT Test iii Method 722-T. equivalent and fracture based on their conformance to the When sample testing of gradation is n ecessary, U requirements of Section 9-03.8(2). Aacceptance testing for compliance of gradation will use the Quick svaluatinn- Determination of Aggregate Gradation using Alternate Solvent Ow 3. Asphalt Cement. Asphalt Cement will be accepted Procedure; WSDOT Test Method 723-T. s taste-based on their-conformance to the requirements of Section 9 E. Reject Mixture 02.1(43). Testing of asphalt properties to assure certification shall (1) Rejection by Contractor. The Contractor tray, prior to be the responsibility of the contractor. If the vendor or grade of sampling, elect to remove any defective material and replace it With new material at no expense to the Contracting Agency. Any the asphalt cement changes, a new job mix formula (IMF) shall be ' 1� evaluated and approved. such new material will be sampled, tested, and evaluated for 43. Asphalt Concrete Mixture acceptance. A. Sampling (2) Rejection -by Engineer Without Testing"r'� °°"""- s (1) A sample will not be obtained from either the first or last The Engineer may, without sampling, reject any batch, load, or 25 tons of mix produced in each production shift. section of roadway ! Page-SP-26 IN Revision Date:May 19, 1997 ;. 5-04 Asphalt Concrete Pavement 5-04 Asphalt Concrete Pavement tnatticial that appears defective in gradation or asphalt conlont SECTION 5-04.03(10)A IS SUPPLEMENTED BY ADDING content. Material rejected before placement shall not be THE FOLLOWING: so incorporated into laths pavement. Any rejected section of 5-04.3(10)A General (RC) wmpaded dumentve n ten be removed. The Contractor shall not use vibration when compactin on a No payment will be made for the rejected materials or the street when A.C. Line ransite is in 'lace refer to Ci of removal of the materials unless the Contractor requests that the nr rejected material be tested. If the Contractor elects to have the Renton Co"•rehensive Water S stem Plan to iden• locations of A.C.lines.) rejected material tested,a minimum of three representative samples SECTION 5-04.3(I0)B IS REVISED AS FOLLOWS: will be obtained and tested. Representative samples to be removed 0 for testing from compacted pavement shall be removed by coring. 5-043(10)B Control (SA) Asphalt concrete pavement Classes A, B, E, and F used in traffic lanes, including lanes for ramps, truck climbing, weaving, and speed change, and having a specified compacted co isr . �. . 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 as . . .•. _ '. specified level of relative density shall be . - c * , 0 2(i r- 924.0 percent of the cceptance of the initially reference maximum density . rejected sampling and Methe3•�a5._ reference maximum.density shall be determined testing methods. If ash material will use the acceptance camp the material does not fall within the job mix as that level in the' b mix formula formula tolerances of Section 9-03.8(6)A,the mix will be rejected , , the .Cotrttacto• chooses, a m- oving air all costs associated with sampling,testing and removal shall be average of the three most recent tests of maximum density may be borne by the Contractor. The rejected material must be removed average through the use of WSDOT Test Method 705 by the and !enlaced with new material at no expense to the Contracting If the material falls within the job mix formula Contractor at the Contractor's expense. The specified level of AgeaeY• density attained will be determined by the average statistical tolerances, the mix will be accepted for quality of mix but will �-0f three €tom nuclear density gauge tests taken.in - remain subject to the compaction adjustment of Section 5-04.3(10) accordance.with WSDOT Test Method 715 on the day the mix is and all costs associated with sampling and testing will be borne by plate (after completion of the finish rolling) at locations the Contracting Agency. _ the- stratified randoms li g .proca1use . determined by each density lot r; .� within' - - - .. ... .. . • • less,The Engineer will a copy of the tr; .._. -. ." results of all acceptance testing performed in the field as soon as • the results are availabl i •, � r• .. - .. •• •• - •• Pavement COtnpadt°n ' • below 89 percent of the reference maximum density l•. - a...• eel. Relative densities fal 89 • rcent and 92 Section 5' . ... . . sub'cct to the 'rice ad' •••-••" TA. • .- c shall be -• . • ••• • • - . . .• .. . . ... . 'mpaction lots falling below a CPF of I.00 to price reduction or rejection, may be used .. - and thus subject P � _ •. as an alternatives to the nuclear density gauge tests. WM - - - _ When the Contract • 'III 92 U t level of relative density within a sublot is less for K++�-•N ring tine cost When the Contracting se • •• .. r and testing shall be borne by the Contractor t wi u tna A: r,• gists cores and the level of relative dens . sublot is :realer than 92.0 • rcent the cost for corin: etin: the Contracting Agency._ax@ ,� .. - .. shall be borne by • shall-ba-1.5-por4444. At the start,of paving, if requested by the Contractor,ma on compaction test section shall be constructed, as directed by l Engineer, to determine the compadibility of the mix design. 1- Page-SP-27 Revision Date:May 19, 1997 5-04 Asphalt Concrete Pavement 544 Asphalt Concrete Pavement Compactibility shall be evaluated as the ability of the mix to attain SECTION I 5-04.5 QUALITY ASSURANCE() SZ pRICE a liven quality level corresponding to a pay factor of 1.00 or ADJUSTMENTS IS DELETED. UN greater referenced to the specified minimum density (921 percent of the reference maximum dens ity SECTION 5-04.5(1)4 IS DELETED AND REPLACED g A4athod-S05). If a compaction test section is.requested, a THE FOLLOWING: Compaction pay factor of 1.00 shall apply until compatibility is 5-04.5(1)A Price Adjustments for Q et proven. Following determination of compactibility. the Contractor (RC) uY of AC Mix is responsible for the control of the compaction effort. If the Nonctatistical Acceptance-Each of Each lot Contractor does not request a test section, the mix will be asphalt concrete considered compactible. pavement produced and having all constituents falling Within Asphalt Concrete Classes A, B, E, F, and G constructed the limits of the job mix formula shall be accepted at the unit under conditions other than listed above shall be compacted on the con it the rnnstituents of We mix fail outride the basis of a test point evaluation of the compaction train. The test limits of the job mix formula, the mix shall not be accepted(see Section S-043(8)Rejection of Mixture). point evaluation shall be performed in accordance with instructions !tali from the Fngineer. The number of passes with an approved SECTION S-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. Asphalt Concrete Class D and preleveling mix shall be 5-04.5(1)B Price Adjustments for Quality AC compacted to the satisfaction of the Engineer. Compaction(RC) In addition to the randomly selected locations for tests of the For each sublot a Compaction pa , density, the Engineer may also isolate from a normal lot any area Factor will Abe rtai that is suspected ofeing defective in relative density: Such determined based on the -relative density of the tests. Tom _ 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. The isolated area will then be evaluated for price adjustment in - ( accordance with,this ,^. 'on, considering •• •. - .' l� it as a separate-subloaat. •• 1 ••• •• _ Y1 SECTION 5-04.5 LS REVISED AS FOLLOWS: a [1111111- 5-04.5 Payment (RC) Relative Density Compaction Pay Factor (average of three tests) 'Miss and/or Driveway Asphalt Conc. Approach Cl. L92.0 1,00 per ton. This item,.when included in the contract, includes 0.99 asphalt 91.5 p i. aving for areas such as driveways and traffic islands that are not 91.0 0.95 part of other paving work. 90.5 0.91 r - - 90.0 0.85 89.5 0.80 i l- 89.0 0.75 f ill r , 11110 is Illi • ii .1 r Page-SP-28 i Revision Date:May 19, 1997 •., 6-12 Rockeries imp 6-12 Rockeries and have a stable a. •ranee. The rocks shall be cacefull 'laced Division 6 b mechanical ..ui.ment and in a manner such that the lon:itudinal Structures axis if the rock shall be at right angles or perpendicular to the ow m elee 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 setti : it Rockeries course of rock, all voids between the rocks shall be chinked on the back with um rock to eliminate ' void sufficient to .. a 2 inch square probe. 6-12.1 Description (RC) no 6-12.3.1 Rockery Backfill(RC) The work described in this section, regardless of the type of The wall backfill shall consist of 1-1/2 inch minus crushed materials encountered, includes the excavation and shaping of the rock or : .vet conformin: to section 9-03.9 This material will cut or fill slopes and furnishing and constructing rockeries rock be lam to an 8 inch minimum thickness between the entire wall .0 retaining wall where shown on the plans or where directed by the and the curt 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 aw 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 standaid 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 '"i" as to afford the minimum amount of void space between the blocks. 6-12.3.3 Rejection Of Material(RC) No gone 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, ise weathered portions,seams,cracks and other defects. subject to the final decision of the engineer. All rejected material The rock density shall be a minimum of 160 pounds pe r 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) as 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 rods, (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. 60, (800 to 1,200 pounds) each 16' in its least dimhemsion; four-man rocks(1,500 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• The four-man rocks shall only be used for the first course of Per square yard. wii feet in height.rock in walls over 6 feeght. The 'rice r •re and shall be full co '• trop for 6-12.3 Construction Requirements(RC) e rock /took retainin wall in lace and shall include all work • materials and -' "I' -• ired-to •' 'lete the insalla'' The 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 rrh 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. rr 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. ea 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 gm the placing and keying together of the final courseeof�rockeries.be The final course shall have a continuous appears 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 art l_ Page-SP-29 Revision Dale:May 19, 1997 rr 7-01 Drains 7-04 Il Ili Storm Sewers Division 7 Corrugated Polyethylene Culvert Pipe Where steel or aluminum are referred to in 9-05.19 t1 Drainage Structures, Storm Sewers, regard to a kind of culvert pipe, pipe arch, or end this Section in P Pe• P Pe sections, r shall Sanitary Sewers, Water Mains, and be understood that steel is zinc coated with As halt Treatment I (galvanized) or aluminum coated (aluminized) corrugated iron or r Conduits steel, and aluminum is corrugated aluminum alloy as specified Sections 9-05.4 and 9-05.5. to Where lain or reinforced concrete steel or aluminum are ' referred to in Section 7-02 it shall be understood that reference is iii 7-01 Drains also made to PVC. I, SECTION 7-01.2 IS REVISED AS FOLLOWS: 7-01.2 Materials (RC) 7-03 Structural Plate Pipe, Pipe Arch, Arch, AN 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 I, corrugated aluminum alloy, iiii 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. • a= Materials shall meet the requirements of the following sections: SECTION 7-013 IS.REVLSED AS FOLLOWS: Concrete Class 3000 602 7-013 Constru ion Requirements (RC) Corrugated Steel Asphalt Treatment I 9-05.60 Corrugated Aluminum 9-05.6(8) PVC drain pipe shall be jointed with a bell and spigot joint Reinforcing Steel 9-07 Is using a flexible clastomeric 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 f recommended by the manufacturer of the tubing. 7-03.S Payment(RC). illii PVC underdrain pipe shall be jointed using either the flexible elastomeric seal as described in Section 9-04.8 or solvent cement as Payment will be made in accordance with Section 1-04.1, for described in Section 9-04.9, at the option of the Contractor unless each of the following bid items that are included in the proposal: "St. Str. Plate Pipe Gage In. Diam.", per ' otherwise specified in the Plans. The bell shall be laid upstream. g pe linear 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 Ault Gage_Ft. In.Span", recommended by the manufacturer of the tubing. per linear foot with Asphalt Treatment I. 'Si Str. Plate Arch Gage Ft. In. Span", per SECTION 7-01.4 IS SUPPLEMENTED ADDING THE linear foot with Asphalt Treatment L ' FOLLOWING: "Structure Excavation Class B",per cubic yard. 7-01.4 Measurement(RC) "Structure Excavation Class B Incl.Haul",per cubic yard. i Nis 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 F 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 No 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 f ' 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 Plain Concrete Culvert Pipe steel is zinc coated (galvanized), I , Pe 9-05.3(1) (g [zed): Asphalt Treatment I Coated 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 9-05.5. I Alp 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) 0 Solid Wall PVC Culvert Pipe 9-05.12(1) >a Profile Wall PVC Culvert Pipe 9-05.12(2) IS Page-SP-30 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 rrr 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(RC) 7-05.3 Construction Requirements (RC) "I' Pipe bedding for PVC sewer pipe shall consist of clean, All manholes shall have eccentric cones and shall have rznulat pea ravel consistent with section 9-03.12(3L. It shall be ladders. placed to a depth of 6' over and 6 under the exterior walls of the SECTION 7-05.3(1) IS REVISED AND SUPPLEMENTED AS ;wry P.. .1 FOLLOWS: 7-04.3(2) Laying Storm Sewer Pipe 7-05.3(1) Adjusting Manholes and Catch Basins to SECTION 7-04.3(2)A IS REVISED AS FOLLOWS: Grade (RC) Ill Line and Grade(RC) The existing cast iron ring and cover on manholes and the 7-04.3(2)A Survey Engineer or catch basin frame and grate shall first be removed and thoroughly Survey line and grade will be provided by the Eng. contractor in a manner consistent with accepted practices and these cleaned for reinstalling at the new elevation. From that point, the II. - existing structure shall be raised or lowered to the required specifications. existing SECTION 7-04.3(2)6 IS SUPPLEMENTED BY ADDING THE elevation... .r . FOLLOWING: - t, 7-04.3(2)G Storm Sewer Line Connections (RC) unpaved streets: Manholes, catch basins and simn'har All connections not occurring at a manhole or catch basin shall be done utilizing pre-manufactured tee connectors or pipe sections structures in areas to be surfaced with crushed rock or gravel shall approved by the Engineer. Any other method or materials be constructed to a point approximately eight inches below proposed for use in making connections shall be subject to approval subgrade and covered with a temporary wood cover. Existim manholes shall be cut off and covered in a similar manner. 'The by the Engineer. contractor shall carefully reference each manhole so that they may WA SECTION 7-04.4 IS 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(12C) the 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 oar 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 adjustment, the.void of linear feet will be measured from the center of manhole to around the manhole shall ba�di� road materials which t. so center of manhole or from the center of catch basin to center of in the section required be catch basins and similar type structures• thoroughly compacted. In cement concrete anent: Manholes catch basins and SECTION 7-04.5 IS SUPPLEMENTED AND REVISED AS similar structures shall be constructed and ad'usted in the same -...._FOLLOWS: _ manner as outlinied above except that the Etna- ad- ern shall be made and cast iron frame be set after forms have been placed and 7-04.5 Payment(RC) checked. In lac' the concrete venters extreme care shall be linear foot for storm sewer pipe of taken not to alter the position of thud'"¢in env way. -. ` The unit contract price per for all work to Manholes shall not be ad'N:sted !aM the kind and size specified shall be full pay In asphalt concrete pavement Manh the o be d each complete the installation, including adjustment of inverts to until the pavement is co leted at which time manholes. When no bid item"gravel backfill for pipe bedding" is - manhole shall be carefuully relocated from references wp Q. included in the Schedule of Prices, pipe bedding, as shown in the established the contractor. The vent shall . �of "r standard plans, shall be considered incidental to the pipe and no restricted area and base material be removed to -^ade additional payment shall be made. the cover. The manhole shall then be bro t to • - utilizin the same methods of construction as for the manhole Testing of storm sewer pipe, if required by the Engineer,shall itself. The iron frame shall be laced m� �aveiners •riaM be considered incidental to and included in the unit contract prices and wedged up to the desired rade.'The a_ der of whidr for other_ shall be cut and removed to a neat circle the diton frame plus shall be equal to the outside diameter of the two feet. The base materials and crushed rock shall be r led and Class 3000 or Commercial Portland Cement Co u to laced so that the entire volume of the excavation is within but not to exceed 2 inches of the finished avement ice. ma On the da followin: •lacement of the concrete the :e of the . .halt concrete .avement and the outer ed:e of the castin: shall be ••inted with hot asphalt cement. Az'halt Class G concrete shall then be .laced and com•acted with hand tam• rs and a '•atchin: ma roller. The coin•lcte • tch shall match the existin: .aved surface for texture densi a • uniformi of :rade. The 'oint between the Page-SP-31 aim Revision Date:May 19, 1997 7-08 General Pipe Installation Requirements 7-08 General Pipe Installation R eq - IP uirements 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 pig i iiiii ron frames for new and old inlets to be adjusted to grade will be Adjustments of new structures and miscellaneous it such established from the forms or adjacent pavement surfaces. The as valve boxes shall be considered incidental to the unit contract final adjustment of the top of the inlet will be performed in similar 'rice of the new item and no furthur corn, .lion shall be made. manner to the above for manholes. On asphalt concrete paving Adjustment of existing structures and miscelaneous items such ill projects using curb and gutter section, that portion of the cast iron as valve boxes shall be measured b 'Ad'ust Existin: frame not embedded in the each which shall be full .a for all labor and materials includin: all gutter section shall be solidly embedded in concrete also. The concrete shall extend a minimum of six concrete for the corn -erect 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. 0 below the top of the frame so that the wearing course of asphalt Connection to existing i and structures shall be meastured 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 LSUPPLEMEIVTED 3I asphalt cement. Adjustments in the inlet structure shall be FOLLOWS: `S constructed in the same manner and of the same material as that required for new inlets: The inside of the inlets shall be mortared 7-0S.5 Payment (RC) • t and plastered. - Monuments andxast iron frame and cover: Monuments and - "Adjustl+4aaliels Existing per each. Pil monument castings shall be adjusted to grade in the same manner Existing unit contract price per each for 'Adjust as for manholes. ' "shall be full pay Valve.box castings:Adjustments of valve box castings shall be for all costs necessary to make the adjustment including restoration ilia made in the same manner as for manholes. of adjecent areas in a manner acceptable to the Engineer. t; "Structure Excavation Class B",per cubic yard. SECTION.7-05.3(2)IS REVISED AS FOLLOWS: "Structure Excavation Class B Incl.Haul",per cubic yard. r Structure excavation for concrete inlets and area inlets is- Ili . L. 7-05.3(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 r 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 7-08 General Pipe Installation Requirements SECTION 7-053(3) IS SUPPLEMENTED BY ADDING. THE SECTION 7-08.3(I)C SUPPLEMENTED AS FOLLOWS FOLLOWING: 7-08.3(1)C Pipe Zone Bedding(RC) (SA) 7-053(3) Connections to Existing Manholes(RC) Hand corn..ction of the beddin: materials under the Where shown on the plans,new drain pipes shall be connected baunches 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 pine. 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 `tili plans,additional structure channeling will be required. further compensation shall be made. `j ns 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 rubber gaskets, the pipe shall be bandied 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 tut 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 :1 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 i together, except that driving or ramming by hand or machinery will not be permitted. Any r Pe y pipe damaged during joining and joint t= Page-SP-32 Revision Date:May 19. 1997 7-08 General Pipe Installation Requirements 7-08 General Pipe Installation Requirements u tightening shall be removed and replaced at no expense to the Pi, shall be k .t clean durin: and after la in:. All of nin:s in Contracting Agency. the pipe line shall be closed with water tight expandable type sewer go Care shall be taken by the CONTRACTOR to avoid over ,lu:s at the end of each da 's o, •tion or whenever the ,•, pushing the pipe and damaging the pipe or joint system. Any o. nin:s are left unattended. The use of burls. 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 joints are Where ,- -� to raise or lower the ,i, due to unffo +ran entirely forced home. During insertion of the tongue or spigot, the obstructions or other causes, the ENGINEER may the a 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 wri 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 alignm gra em and at uniform de between all SECTION 7-08.3(2).1 IS AN ADDED NEW SECTION: changes in grade. For concrete pipes with elliptical reinforcement PVC Pipe(RC) the r minor e shall be placed with the nor axis of the reinfor in 7-07-08.3(2)3 Pla� as in Section 7-02.3(1) PVC a vertical position. In the trench, prepared specified Immediately after thep�joints has been made,proper gasket r! 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 upgrade. Pea gravel will be used as the bedding material and p extend from 6'below the bottom of the pipe to 6' above the top of pipe manufacturer to verify proper gasket placement. die pipe. When it is necessary to connect to a structure with a SECTION 7-08.3 2(JG 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-p8.3(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 made through a cast iron with Sections 1-05.4, 1-05.5 and 1-11 saddle secured to the sewer main with stainless steel bands. When Fnginaa -in a manner consistent with accepted practices. the existing main is constructed of vitrified clay, plain or IN 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-drilled, and shall le! or-tant-gada-line-supported-ou-finnly-set-battex-boards-at have an 'O' ring rubber gasket meeting ASTM C-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. " I . SUPPLEMENTED.. . . SECTION 7-08.4 IS REVISED AND FOLLOWS: * SECTION 7-08.3(2)8 IS SUPPLEMENTED BY ADDING THE 7-08.4 Measurement (SA) FOLLOWING: 7-08.3(2)B Pipe Laying (RC) . Gravel backfill for foundations, or gravel backfill for pipe zone bedding when used for foundations, shall be measured by the !--1 Checking of the invert elevation of the pipe may be made by cubic yard,including haul,as specified in 2-09- or by ire TON. calculations from measurements on the top of the pipe, or by y will be measured i .T by the looking for ponding of 112 or less, which indicates a satisfactory Concrete for plugging existing pipes required completely condition. At manholes, when the downstream pipe(s) is of a cubic yard for the volume which would be r«N "r on for f larger size,pipe(s)shall be laid by matching the(eight-tenths)flow fill the pipe for a distance of two diameters. Computation corrugated metal pipes will be based on the nominal diameter. elevation,unless otherwise approved r t the Engineer. Excavation of the trench will be m as stnuc ture All pipe,fittings, etc.shall be carefully handled and protected excavation Class B or structure excavation Class inclndimg ' � against damage, impact shocks, and free fall. All pipe handling by the cubic and as specified in Section 2-09. When �avathon - equipment shall be acceptable to the ENGINEER. Pipe shall not below grade is necessary, excavation will be measured to the limits be placed directly on rough ground but shall be supported in a g manner which will protect the pipe against injury whenever stored ordered by the Engineer. lacement under the p to at the trench site or elsewhere. No pipe shall be installed where Embankment construction before culvert a licable rovisions of Section 7-08.3(1)A will be measured to the lining or coating show defects that may be harmful accordance with Section 2-03. determined by the ENGINEER. Such damaged lining or coating Shoran or extra excavation class B will be measured shall be repaired, or a new undamaged pipe shall be furnished and specified in Section 2-09.4. Ill. installed. The CONTRACTOR shall inspect each pipe and fitting prior to installation to insure that there are not damaged portions of the pipe. Any defective,damaged or unsound pipe shall be repaired or or replaced. All foreign matter or dirt shall be removed from the interior of the pipe before lowering into position in the trench. I. Page-SP-33 as 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 a1DS lia 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 ai "Gravel Backfill for Foundations", per cubic yard,or Ton. SECTION 7-I1.3(4)A HAS BEEN REVISED A -Gravel Backfill for Pipe Zone Bedding", per cubic yard, or AS FOLLOWS: Ton. 7-11.3(4)A Ductile Iron Pipe(RC) "Commercial Concrete",per cubic yard. Long radius (SOOfeet or more) curves, either horizontal or 1gi "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 iii structure excavation, dewatering and balling 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 contract, then it shall be is laid on a horizontal or vertical curve shall not exceed one half of ala incidental• the manufacturer's printed recommended deflections. 7-10 Trench Exc., Bedding, and Backfill for SECTION 7-1I.3(4)B IS SUPPLEMENTED AS FOLLOWS; Water Mains 7-11.3(4)13 Polyvinyl Chloride(PVC)Pipe(4 inches .tom and Over) (RC) i= SECTION 7-10.4 IS REVISED AS FOLLOWS: Polyvinyl Chloride (PVC) Pipe shall not be used for water mains and appurtenances. 7-10.4 Measurement(RC) THE TITLE AND TEXT OF SECTION 7-11.3(6) HAS BEEN I Measurement of bank run gravel for trench back ill 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 Fittings with accordance with Section 1-09. Polyethylene Encasement(RC) - , sThe Contractor shall lay ductile 7-10S IS REVISED AND SUPPLEMENTED AS FOLLOWS: iron pipe with a polyethylene encasement. Pipe and polyethylene Intl 7-10.5 Payment(RC) encasement shall be installed in accordance with AWWA C105. L. The polyethylene encasement shall also be installed on all • - " appurtenances, such as pipe laterals, couplings, fittings. and cubic-yard. valves, with 8 mil. polyethylene plastic in accordance with Section I S ` "' •• 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.ANSUAWWA 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. c 4. "Bank Run:Gravel for Trench Backfill", per cubic yard [:. or.ton, 7-11.3(7)A AND 7-11.3(7)B HAVE BEEN DELE7ED AND 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 (RC) i r furnish, place; and compact the material in the trench. Also Steel pipe shall not be used. L included in the unit contract price is the disposal of excess and unusable material excavated from the trench. SECTION 7-II.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" 7_113(9)A Connections to Existing Mains(RC) L shall be full compensation for excavating and disposing of the unsuitable material and The Contractor may required to perform the connection replacing with the appropriate foundation material per Section 9-30.7B(1). during times other than normal working hours. The Contractor shall not operate any valves on the existing system witheuat-spactfia r . Water system personnel will operate all valves on the existin_ stem for the contractor when -• "red. • No work shall be performed on the connections unless a c la representative of the water department is present to inspect the k, work. When not stated otherwise in the special provisions or on the k .lans all connections to cxistin_ water mains will be done b Ci ir forces as provided below: City Installed connections: Page-SP-34 Revision Dale:May 19. 1997 ■r 7-11 Pipe Installation for Water Mains 7-11 Pipe Installation for Water Males 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. VII 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 Accc.tabili of the test will be determined b two factors as without first making the necessary arrangements with the Engineer follows: 1. quantity of water lost from the main shall not exceed in advance. to 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 ,ressure shall not exceed 5 • dtuin: the 2 hour to re-schedule the connection if the work area is not ready at the test period. tov scheduled time for the connection. All water used to . orm h drostatic .ressure 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 Allowable leakage per 1000 ft. of pipeline*-* in GPH sr, on site. The Contractor shall provide all saw-cutting, removal and Nominal Pipe Diameter in inches disposal of existing surface improvements, excavation, haul and disposal 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 0.95 127 1.59 1.91 ' 2.55 3:18 3_82 cotconnection by the City. The Contractor shall provide all materials 400 0_90 1_20 1.50 1_80 2_40 3_00 3_60 350 0_84 1_•12 1.40 _ 1.69 225 2.81 3.37 necessary to install all connections as indicated on the construction 275 0.75 1_00 1.24 1.49 199 2.49 2.99 plans, including but not limited to the required fittings, couplings, 270 0.71 0.95 1.14 1.42 1_90 2.37 2.85 }' pipe spools, shackle materials to complete the connections. The 225 0_68 0_90 1.13 135 1_80 2.25 2.70 Contractor shall provide and install concrete blocking, polywrap 200 0.64 0.85 1.06 128 1.70 2.12 2.55 the piping at the connections, backfill and surface restoration at the s� the pipeline under test contains sections of various err water shown on the plans for the connections to the existing diameters, the allowable leakage will be the sum of the computed water The mains leakage for each size. For those diameters or pressures not Hord, The City will cut the existing main and assemble all materials• the formula below shall be used: SECTION 7-11.3(11)IS SUPPLEMENTED AM)REVISED AS . The quantity of water lost from the main shall not exceed the ell FOLLOWS number of gallons per hour as determined by the formula L=ND�P 7-11.3(11) $ydrastatic Pressure Test(RC:) 7400 ea A hydrant meter and a back flow prevention device may be in which used when drawing water from the City system: forms and in L= Allowable leakage,gallons/hour obtained from the City by completing the required N= No.of joints in the length of pipeline tested making required security deposits. There will be a charge for the D = Nominal in the length of the pipe in tastes w water used. Before applying the specified test pressure, air shall pressure di m t r of leakage test,psi B P = Average test p be expelled completely from the pipe, valves and hydrants. . . 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 - BE REVISED AND expelled as the line is filled with water. After all the air has been SECTION 7-11.3(12)A SHALL expelled, the corporation cocks shall be dosed and the test SUPPLEMENTED AS FOLLOWS: pressure applied. At the conclusion of the pressure test, the and„poly� "_�� � corporation cocks shall be removed and plugged. 7-11.3(12)A flushing_______-- 1 be Auch �- -3 The mains shall be filled with water and allowed to stand Sections of pipe to be disinfected material that may under pressure for a minimum of 24 hours to allow the escape of pigged to remove any solids or.contaminated air and allow the lining of the pipe to absorb water.The State will have become lodged in the pipe.If • then a tap shall be sr furnish the water necessary to fill the pipelines for testing purposes ,-the main anent Ix 'polY-pigg� provided large enough p of at least 2-5 fps in ad a time of day when sufficient quantities of water are available for to develop a velocity normal system operation the main. -- The test shall be accomplished by pumping the main up to the The "Pot -•i:" shall be -• • to Girard Industries A sir required pressure,stopping the pump for a minimum of two hours, Swab-AS 21b/cu-ft densi foam with 90A durometer• " g During rubber coatin: on the rear of the 'Pot .i:" oral . The Po ,i" and then pumping the main up to the test pressure again. Duran �. the test, the Section being tested shall be observed to detect any shall be tinder sha.=. with bullet nose or • • . - _ visible leakage. A clean container shall be used for holding water -- se 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/I. accom lashed in accordance with the Co; 's stands le rd detail. Water containing chlorine residual in excess f that carried in the existing The quantity of water required to restore the pressure shall be water stem shall not be d' ••sect into the storm draina_e 'ern accurately determined by either 1)pumping from an open container of suitable size such that accurate volume measurements can be or any water was'. made b the Owner or 2 b •um.in: throu:h a ••skive sr displacement water meter with a sweep unit pumping unit band positive displacement water meter with a sweep Page-SP-3S "" Revision Date:May 19, 1997 7-11 Pipe Installation for Water Mains 7-11 Pipe Installation for tii Water Mains SECTION 7-11.3(12)D HAS BEEN DELETED AND Joint restrainer system components: REPLACED WITH: Tiebolt: ASTM A242 A. 2 zinc elated ttli alvanized. SST 7:5/8' for 2" and 3' mechani or hot-di. 7-11.3(12)D Dry Calcium Hypochlorite (RC) °mu 3/4" for Dry calcium hypochlorite shall not be placed in the pipe as 4" to 12" mechanical 'oints ASTM A325 I• 3D exce,t tensile laid. serer.1 of full-bud threaded section shall be increased to 40 003 lbs. minimum for 5/8" and 60 000 lbs. minimum for 3/4" heat II SECTION 7-11.3(12)K HAS BEEN REVISED AS FOLLOWS: treating (quenching and tempering) to manufactures reheat and hardness specifications. SST 753: 3/4" for 14" to 24" mechanical 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 1" eye for 7/8" rod. same ASTM specification as ttiM 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" least 25 mg/I. and 3/4', ASTM A563,_grade C3,or zinc plated. S8: 5/8" and 3/4", AS's lb 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 Before placing the 1' provided with a center stop to aid installation, zinc plated or hot- p ing lines into set-vice,a satisfactory report shall dip galvanized. SSIO: for 5/8' and 3/4' tierods, t be received from the local or State health department or an. 63,gra A. approved testing lab on samples collected from representative grade C3. S10: for 5/8'and 3/4'tierods,ASTM A563.grade A points in the new-:.-system. Samples will be collected and Tieroa:continuous threaded rod for cutting to desired leap, bacteriological tests obtained by the Engineer, zinc plated or hot-dip galvanized. SS12: 5/8' and 3/4' diameter `iw11 ,` ASTM A242, type 2; ANSI B 1.1. S 12: 5/8' and 3/4' diameter, F_: SECTION 7-11.3(13) HAS BEEN SUPPLEMENTED BY ASTM A36,A307. ADDING THE FOLLOWING: Tiewasher: round flat washers, zinc plated or hot-dip IN 7-113(13) Concrete Thrust Blocking and Dead-Man galvanized. SSI7:ASTM A242, F436. 517:ANSI B18.22.1. Block(RC) Installation: Provide concrete blocking at all hydrants, fittings and . Install the joint restraint system in accordance with the manufactures instructions so all horizontal or vertical angle points. Conform to The City of Renton Joints are mechanically locked IN standard details for general blocking, and vertical blocks herein_ together to prevent joint separation Tiebolts shall be installed tot All and details t i be or general shall be pull against the mechanical joint body and not the MI follower. 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 aii or other acceptable forming materials and shall not be poured around joints. The forms shall be stripped tierods symmetrically around the pipe. i. pped prior to backfilling. Joint restraint(shackle rods), where required, shall be installed in accordance with section 7-11:3(15). Illy 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 fotmworlc. Tie Rods Required Blocking shall be commercial concrete (hand mixed concrete 4" 2 1 III is not allowed)and poured in place. 6" 2 8" 3 SECTION 7-11.3(15)IS A NEW ADDITIONAL SECTION. 10" 4 r: 12" 6 Sir 7-113(15) Joint Restraint Systems (RC) 14" 8 L_ 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" 10 110 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. . iIN l_I Materials: Steel types used shall be: tiii High strength low-alloy steel(cor-ten), ASTM A242, heat- treated,superstar "SST'series. Where a manufactures mechanical Lint valve or fitting is ;., High 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 flan•e b mechanical 'oint ada.ter shall be used instead so as 'i Ili Items to be galvanized are to meet the following requirements: Lo provide adequate space for locating the tiebolts. ASTM A153 for galvanizing iron and steel hardware. Where a continuous run of pipe is required to be restraincdt -' ASTM A123 for galvanizing rolled, pressed and forged steel no run of restrained :i. shall be :realer than 60 feet in Len_ shapes. between fittings. Insert long body solid sleeves as required on c. longer runs to keep tiered lengths to the 60 foot maximum. Pipe i ie i used in continuously restrained runs shall be mechanical 'oint and tiebolts shall be installe4 as rod guides at each joint. Page-SP-36 Rvvicin,, fl ,. Al,,.. 10 1007 7_12 Valves for Water Mains iii 7-12 Valves for Water Mains Where poly wrapping is required all tiebolts tienuts, 7-12 Valves for Water Mains tiecouplings, tierods, and tiewashers, shall be galvanized. All us disturbed sections will be painted, to the inspectors satisfaction, SECTION 7-12.02 HAS BEEN REVISED AS FOLLOWS: with kippers bitomastic no. 300-m, or approved equal. Where poly wrapping is not required all debates, 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 R� 'r"' in the preceding paragraph or plain and painted in the entirety with Where required, a valve marker post shall be furnished and koppers bilks, tienuts,ts, 800-m,coupl n approved equal. installed with each valve. Valve marker posts shall be placed at the Tiebolts, tienuts, tixouplings, tierods, and tiewashers shall be p considered incidental to installation of the pipe and no additional edge of the right-of-way opposite the valve and be set with ;7 payment shall be made. 18 inches of the post exposed above grade. ed-pertion-of SECTION 7-11.4 HAS BEEN SUPPLEMENTED AS FOLLOWS: _ •, aft • 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: kW included as separate pay items. If not included as separate pay items in the contract, then thrust blocking and dead-man blocks 742.3(2) Adjust Existing Valve Box to Grade(RC) 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 made. _ for manholes, as detailed in Section 7=05.3(1) of the Renton Measurement for payment for connections to existing water Standards. Valve box adjustments shall include, but not be limited mains will be per each 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 a ' 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. 7-113 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. Dian. per remove such debris, leaving the valve installation in a fully meal foot. operable condition. The unit contract price per linear foot for each size and kind • he valve box shall be set to an elevation tolerance of one- of" Pipe for Water Main In. Dian.' shall be full pay for fourth inch(1/4')to one-half inch(1/2")below finished grade. ea all work to complete the installation of the water main including SECTION 7-12.4 IS SUPPLEMENTED BY ADDING THE ' but not limited to trench excavating, bedding, laying and jointing FOLLOWING: . . pipe and fittings, backfilling. concrete thrust blocking, installation of polyethylene wrap, cleaning by poly-pigs, v r cal 7-12.4 -Measurement S insertion and removal of poly-pigs, temporary thr 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, • r each if included as a item in the Contra-- if not a removing miscellaneous pipes, removing and salvaging existing rate •. item but ' to co ,'fete the wo then value aw I hydrant assemblies, and other appurtenances to be abandoned as box adjustment shall be considered incidental. shown on the plans,and cleanup. Hydrant auxiliary gate valve will be included in the , "Concrete Thrust Blocking and Dead-Man Blocks', per cubic measurement for h dram assembl and will not be included in this measurement item. The unit contract price bid for 'Concrete Thrust Blocking and SECTION 7-12.5 IS DELETED AND REPLACED WITH THE Dead-Man Block' Shall be for the complete cost of labor, FOLLOWING:materials, equipment for the installation of the concrete thrust 'Gate Valve from 4 inch to 10 inch in diameter and Valve rr blocks and dead- man blocks, including but not limited to �x�. per each. excavation, dewatering, haul and disposal of unsuitable materials, The unit contract prate per earl fog ..''�. valve of the specified concrete, reinforcing steel, shackle rods and formwork. If this i meat ana.material to size shall be full for all labor kern is not included in the contract schedule of prices, then thrust furnish and install the valve complete in place on the water ma " blocking and dead-man blocks shall be considered incidental to the bl.,,: of valve . - includi trrnchin: �'�' �'' ins installation of the pipe and no further compensation shall be made. disinfecti h drostatic test cast-iron valve box and.extensi "Connection to Existing Water Mains',per ach• as reQuired valve nut extknsions adiusnn�to final tirade. The unit contract price per each connection to existing water 12 inch Gate Valve and Concrete Vault ' ate• r mains shall be for complete compensation for all equipment, labor, valve The unit contrail Price per each for the 12" g e l materials required for the connections to the existing water mains. assembl shall be full for all labor -.ui.meat and ma furnish and install the valve complete in Place on me wate am includin: trenchin: 'ointin: blockm: of valve cast-iron casein: and cover ladder : concrete risers as required, adjustment to final grade. 16 inch and larger Butterfl y Valve and Concrete Vault " per ala each t= Page-SP-37 ow Revision Date:May 19, 1997 7-14 Hydrants 7-14 Hydrants cast iron valve box and cover 3/4" shackle rods and accessories The unit contract price per each for the 16' and larger butterfly valve assembly, shall be full pay for all labor, equipment concrete blocks and two concrete rd sts on] if h Iii e 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 painting, disinfecting, hydrostatic testing, concrete vault, cast-iron with Section 7-11.3(15): m accordance casting and cover, ladder, concrete risers as required, adjustment tip/ to final grade. SECTION 7-14.3(3) IS SUPPLEMENTED BY ADDING THE 'Blow-off assembly,'per each. FOLLOWING: The unit contract price per each for each blow-off assembly 7_14.3(3) Resetting shall be for all, labor, equipment and material to complete the Existing Hydranis 0 installation of the assembly per the City of Renton Water Standard (or This work shall conform to Section 7_14.3 1 . t: Detail, latest revision. shall be rebuilt to the approval of the Ci r ( �l� � ep la ced with a new 'Air-Release/Air-Vacuum Valve Assembly," per each. h dram. All rubber :askets shall be r-laced with new :as of ei The unit contract price per for air-release/air-vacuum valve the type required for a new installation of the same type. 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 the main, laying and jointing the pipe and tit fittings and appurtenances, backfilling, testing, flushing, and 7-14.3(4) Moving Existing Hydrants�Rg disinfection,meter box and cover, at location shown on the plans, All hydrants shall be rebuilt to the approval of the C.v.( 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 of the Ili The contract bid price for "Adjust Existing Valve Box to same type. t Grade" above shalt-be full compensation for all labor, material, tools and equipment necessary to satisfactorily complete the work SECTION 7-14.5 IS REVISED AS FOLLOWS: as defined in the Contract Documents; including all incidental 7-14.5 Payment(RC) 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: r and no futher-compensation shall be made. "Hydrant Assembly",per each. iog The unit contract price p per each for"Hydrant Assembly"shall • - - .. - be full pay for all work to furnish and install fire hydrant assemblies, all costs for auxil' valve, shackles, ` including nary°gate val cldes, ,� - - tie rods, concrete blocks, gravel, and painting and guard posts required for the complete installation of the hydrant assembly as - specified. The pipe connecting the hydrant to the main shall be l - considered incidental and no additional payment shall be made., Ai 7-14 Hydrants - 7-14.3 Construction Details (RC) Existing Hydrants",per each. 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 ► 7-143(1) Setting Hydrants(RC) 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 oaatwo field coats. The - -. • .. .• 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 i rats 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 n Y 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 hy4 to $ the project, all fire hydrants shall be painted to The City of Renton the main shall be considered incidental and no additional payment ttt specifications and guard posts painted with two coats of shall be made • • •- • - • is preservative paint NO. 43-655 safety yellow or approved equal. . Guard posts, shown on the plans 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 - 1/2 feet deep unless otherwise specified. The hydrant shall be L designed for a 4-12 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 ki 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, Page-SP-38 . livo Revision Date:May 19. 1997 ,, 7-17 Sanitary Sewers 7-15 Service Connections OW 7-15 Service Connections SECTION 7-17.3(2)11 IS SUPPLEMENTED BY ADDING THE FOLLOWING: us 7-17.3(2)H Television 1nspection_RC� SECTION 7-15.3 IS SUPPLEMENTED AS FOLLOWS: Once the television ins,. 'on has been completed the 7-15.3 Construction Details (RC) contractor shall submit To the Engineer the written reports of the inspection plus the video tapes. Said video tapes are to be in color ma Pipe materials used to extend or replace existing water service and com•atible with the Ci 's view and recordin_ . stems.The lines shae e instalation cop ear City system accepts 112 wide high density 'VHS Tapes The tapes Where instalation is in existing paved streets, the service lines will be can at standard speed SP(1 5/16 I.P.SJ. shall be installed by a trenchless percussion and impact method - Shoe-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: 7-17.4 Measurement(RC) SECTION 7-15.5 IS SUPPLEMENTED AS FOLLOWS: The length of sewer pipe will be the number of linear feet of lit 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 up I feet will be measured from the center of manhole to center of the following bid item when it is included in the proposal: manhole or to the inside face of catch basins and similar type •Service Connection_ a.Diem.-.per each. tructures. - =: The unit contract price per each for `Service Connection s _ The length of testing sewer pipe in conformance with In. Dian," shall be full pay for all work to install the service will be the rmsmbet of linear feet of completed ail connection, including but not limited to, excavating or (hoe- Section 7-17.3(2) will tested. comp l hog ,tapping the main,laying and jointing the pipe and fittings flushing, and disinfection Measurement of 'Bank Run Gravel for Trench Baddill and eppurtenancnn. balling, testing, g• Sewer" will be determined by the cubic.yard in place,measured by of the service connection. 41. the neat line dimensions shown in the Plans, or by the Ton on truck I tickets. 7'17 Sanitary Sewers SECTION 7-17.5 IS REVISED AND SUPPLEMENTED AS rr, SECTION 7-17.2 HAS BEEN REVISED AS FOLLOWS FOLLOWS: Payment(RC) 7-17.2 Materials (RC) (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: am Flexible 'Plain Conc. or Sewer Pipe _ In. Diam.", per linear - Rigid foot. Concrete �d�a Vyy PVC(Polyvinyl Chloride) "Cl. Reinf. Conc. Sewer Pipe__In. Dian.", per linear Ductile Iron foot. linear foot rrr! "PVC Sanitary Sewer Pipe In.Diam.',per Materials shall meet the requirements of the following per linear foot. "Ductile Iron Sewer Pipe In.Diem.",pe sections. - , ,....,_• . .•.. .• �' .�• ,. .. Plain Concrete Storm Sewer Pipe 9-05.7(1) - _ linear foot for sewer pipe of the OP Reinforced Concrete Storm Sewer Pipe 9-05.7(2) The unit contract price per haulino. are kind and size specified shall be full pay for furnishing. i 9-05.12(1) assembling in place the completed installation including all wyes, PVC Sanitary Sews Pipe tees, special fittings, joint materials, bedding material, and Ductile Iron Sewer Pipe 9-05.13 - completion of the i adjustment of inverts to manholes for the .comp installation to the required lines and grades. "Testing Sewer Pipe",per linear foot. All thickness.pL a shall ha clearly marked with under normal The unit contract price per linear foot for 'Testing Sewer c ditio of handling g and storage. and permanent Pipe- shall be full pay for all labor, material and equipment le conditions of harsdling and storage. in Section 7-17.3(2). required to conduct the lPalra�e tests required �, SECTION 7-17.3(1) IS SUPPLEMENTED BY ADDING THE If no unit •rice for "T—;I': Sewer '•' " is included it shall be FOLLOWING: considered incidental to the pipe items. to Material". - r "Removal and Replacement of Unsuitab per 7-17.3(1) Protection of Existing Sewerage Facilities cubic yard. (RC) and for "Removal and The unit contract price per cubic yard for all work When extending an existing sewer, the downstream system Replacement of Unsuitable Material" shall be full pay ma replace and compact suitable isa shall be protected from construction debris by placing a screen or to remove unsuitable material and rep trap in the first existing manhole downstream of the connection. It material as specified in Section 7-08.3(1)A. per cubic shall be the contractor's responsibility to maintain this screen or "Bank Run Gravel for Trench Ball Sewer", pe trap until the new system is placed in service and then to remove it. yard or Ton. Run Any construction debris which enter the existing downstream The unit contract price per cubic yard ° ° all"Bank o rk to system, shall be removed by the contractor at his expense, and to Gravel for Trench Backfill Sewer"shall be full pay for a the satisfaction of the Engineer. When the first manhole is set, it's furnish, place,and compact material in the trench. so outlet shall be plugged until acceptance by the Engineer. 'Television Inspection",per Lump Sum. 1. Page-SP-39 r 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 THE FOLLOWING: Miscellaneous Construction t,i 8-13.5 Payment "Reset Existing Monument"per each 8-09 Raised Pavement Markers Resettin an existin monument im acted b construction shall trt be incidental unless included as a pay item In the 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 THE "Raised Pavement Marker Type I",per eachhundred. FOLLOWING: Ili "Raised Pavement Marker Type 2",per eachhundred. "Raised Pavement Marker Type 3- In.", per 8-143(4) Curing(RC) eachhundrad. The Contractor shall have readily available sufficient "R Pavement Marker",per eacliliundFed. protective covering, such as waterproof paper orj,lastic membrane, 0 The unit contract price per eachhundred for"Raised Pavement to cover the pour of an entire day in the event of rain or other 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 barricading, Marker"shall be full-pay for all labor, materials, and equipment patrolling, or otherwise protecting newly_ Placed 'concrete, r PN necessary for furnishing and installing the markers in accordance Damaged, vandalized, or unsightly concrete shall be removed 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 THE control is listed in the FOLLOWING: contract as a separate pay item. 8-14.4 Measurement(RC) t iii • 8-10 Guide Posts When the contract contains a pay item for "Curb Ramp, t 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 ON sidewalk section. Sawcutting, removal and disposal of excavated I SECTION 8-13.1 IS REVISED AND SUPPLEMENTED AS materials including existing pavement and 'sidtwallc, crushed FOLLOWS: surfacing base materials and all other work, materials and- 8-13,1 Description(RC) equipment required per Section 8-14 shall be included in the per I. each price for "Curb Ramp, Cement Concrete'unless any of these i. This work shall consist of furnishing and placing monument other items are listed and specified to be said as separate pay cases and covers, in accordance with the Standard Plans and these items. to Specifications, in conformity with the lines and locations shown in If the contract does not provide a pay item for "Curb Ramp, Cement Concrete,' but the plans call for such installation, then the Plans or as staked by the Engineer or by the Contractor supplied surveyor. guantities shall be measured with and paid for under the bid items - for Curb and Gutter and for Cement Concrete Sidewalk. When S L iii ECTION 8-13.3 IS REVISED AND SUPPLEMENTED AS curb ram•s are to be constructed of .halt concrete the v sent FOLLOWS: shall be included in the �`" pay item for 'Miscellaneous and/or 8-133 Construction Requirements Driveway Asphalt Concrete." i The monument will be furnished and set by the SECTION 8-14.5 IS SUPPLEMENTED BY ADDING THE y Engineer or by 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 surveyor references the existing monuments prior to construction 'Curb Ramp, Cement Concrete,"per each. 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 a i, 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 Ili 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 . r each contract 'rice for Curb Ram. Cement Concrete." • contract unless specifically called out to be paid as a bid item. C fliti C:i 1- Page-SP-40 ill Revision Date:May 19, 1997 ou 8-17 Impact Attenuator Systems 8-20 Illumination,Traffic Signal Systems,and Electrical Impact Attenuator Systems Ci reserves the ri:ht to make additions or deletions to the trench 8-17 �P which prove necessary for the completion of the proms .r 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 deetso ow 8-17.5 Payment(RC) specified while maintaining the minimum cover. • Trench backfill material in roadway and sidewalk areas shall If no pay item is included for temporarey impact attenuators be coo•.ctcd to 95% of the material's maximum dens;r then all costs to provide and install shall be considered a part of the Section 2-03.3(14)D. or pay item for 'Traffic Control.' SECTION 8-20.3(4)HAS BEEN REVISED AS FOLLOWS: 8-20 Illumination, Traffic Signal Systems, 8-20.30 Foundations (RC) - .or and Electrical -- • _• 8-20.2 Materials Where obstructions prevent construction of planned foundations, the Contractor shall construct an effective foundation SECTION 8-20.Z(1) BAS BEEN SUPPIF,II�NTED WITH THE satisfactory to the Engineer. FOLLOWING: ... . . .. _ ... wr 8-20.2(1) Equipment list and Dravvinngrs(RC) , The Contractor shall submit for approval six sets of shop The 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: Lars. The. anchor bolts shall match that of the device to be-installed to 1. light standards with or without pre-approved P thereon. 2. Signal standards with or without pre-approved plans. All excess materials are to be removed from the foundation 4. MetalStrai 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. r •. Disturbed earth or backfill material shall be compacted -to.95 . .. percent of the material's maximum density. Before placing the • _Y -• concrete 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 concrete will not adhere to the utility line. Concrete foundations dimensions to clearly show the specific mast arm mounting height shall be troweled, brushed, edged and finished in aworms- and signal tenon locations for each signal pole to be installed. tike Concrete shall be Promptly cleaned from the exposed at 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 Backtdling(RC) thereon. lrr The contractor shall supply trench within die unit widths and Table 1 to the specified depths at the locations indicated on the contract Dimensions plans or as directed by the engineer. - of device The contractor shall have approved compaction equipment on 4'Deep x 3' Sq or Dia. MI; site before beginning any excavation; compaction shall be Street Lighc Pole x 3 $q or inn performed at the dune of the initial backfllling of the trench unless Signs!Pole tip to 40'mast arm Detail Sheet See otherwise by the engineer. Si Controller See Detail Sheet or Trenching for conduit runs shall be done in a neat manner Bernet Li t Control Cabinet See Detail Sheet with the trench bottom graded to provide a uniform grade. No S.. ial Base work shall be covered until it has been examined by the engineer. All concrete foundations shall be constructed in due manse! ball be material used for fill around and over this conduit system to shall bx free of rocks greater than two inches in diameter w a depth specified below: constructed as a of six inches above the conduit. 1. Where sidewalk or raised islands are to be Trench within the roadway area shall use select trench backfill 1. this ro the to of the foundation shall be made whirs[ shall consist ri 5/8th inch minus crushed surfacing top flush with the top of the sidewalk or island. (Sec detail to shat course or other material as indicated in the'special provisions or the : de for the to schedule of prices and directed for use by the engineer. The source 2. Where no sidewalks are to be install b the cn SSee and quality of the material shall be subject to approval by the of the foundation shall be as . No 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 the plans or as located by the engineer in the field. necessary part and incidental to the excavation in accordance with w the standard specifications. Unsuitable material shall be removed and backfill shall be select material approved by the Engineer. The t, r Page-SP-4I Revision Date: May 19, 1997 8-20 Illumination,Traffic Signal Systems,and Electrical 8-20 Illumination,Traffic Signal Systems,and E t le ctrica 1 SECTION 8-20.3(5) IS REVISED AND SUPPLEMENTED AS Pull Wires Shall be installed. FOLLOWS: All conduit shall be ri:id non-metallic unless noted oth erwise i IIIIP n the Plans or Special Provisions. 8-20.3(5) Conduit (RC) All conduit .. nin:s shall be fitted with a.'roved Bushings. Wall thickness of conduit shall be bellends or locationsa nsis<ent within continuous conduit runs with no mixing of different schedule t between terminations. The contractor shall provide and install all conduit and necessary fittings at the locations noted on the plans, Conduit size bexo- shall be as indicated on the wiring and conduit schedule shown on . • . . • • _. •. . .. plans. Conduit to be provided and installed shall be of the tyke P mss' indicated below: -. .• 1. Schedule 40 heavy wall p.v.c. Conforming to AS TM 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 . _ Itta ASTM standards shall be used when the conduit is to be la ccd . _ within the roadway area. P . All joints shall be made with strict compliance to the . _ . manufacturer's recommendations regarding cement used - J and environmental conditions. L SECTION 8-20.3(6)IS SUPPLEMENTED BY ADDING THE FOLLOWING_ E 8-20.3(6) Junction Boxes The contractor shall provide and install boxes of the la' type and size at the locations specified in the.plans and as per detail - .. sheets. L • ... . .._. The inscription on the covers of all junction boxes shall be as indicated below: . ... .. .. 1. Street lighting only "Lighting' ,t ► • 1 2. Signal only: ,"Signals" c ipfvcaiad•bar . 3. Traffic signal and street lighting: 'TS-LT' _. 4. Telemetry.only: "Telemetry' • •. -Inscriptions on junction boxes performing the same function, iiiii t. .. _ i.e. street lighting, traffic signal, or both, shall be consistent - throughout the project. All junction boxes shall be installed in conformance with provisions contained in the standard plans and • iiik detail sheets. 1 • •• The unit contract price per each for 'Type I" or "Type II" junction box shall be full compensation for fiunishing same and for _. .. ... .. .. all costs of labor, material. tools and equipment necessary to . _ •rovide and install the , -kin boxes inch'.'' . excavation c;; . „ backfilling and compaction all in accordance with plans, If allowed in theTPlans or if obstructions are encountered in specifications and detail sheets. jacking or drilling operations, the Contractor will be allowed to All junction boxes shall have galvanized steel lids and frames. Oa install conduits by open trenching. Open trench construction shall All junction boxes and associated concrete Pam > be I_ 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-one under'�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 114. (.„1 2. Pavement shall be removed in an approved manner. The unit contract 'rice nction box shall include 3. Trench depth shall provide 24 inches minimum cover installation of 5/8th-inch minus crushed surfacing top a over conduits below the roadbed, and 18 inches below finished 4' thick Class 'B' cement concrete pad enclosing the junction box grade in all other areas., as per the plans, specifications and detail sheets. Installation of the crushed surfacin• and the concrete ,.d shall be incidental to the unit price per junction box and no further compensation will be made unless the contract includes separate pay items for 'crushed Li 5. Trenches located within paved roadway areas shall be restored per the Renton Standard Detail. surfacing"and/or for"concrete pad." • it 1- Page-SP-42 till Revision Date:May 19. 1997 sr 8-20 Illumination,Traffic Signal Systems,and Electrical . 8-20 Illamination,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 .w service connections. Electrical energy hen used such prior to completion of r, except that the cost .. - of energy used for public benefit, w operation is ordered by the Engineer,will be borne by the Stag City. rar _ - Three types ofpower service are used as indicated below: • �' I. T p I em shall be sin:le •base 120 vol 2 • 60 de - . - • • (traffic A.C.(trac signal service only) . • - ' 2. T • II, stem shall be sin:le .hale 240 vol 2 wire 60 de A.C. (street lighting non contactor, individual controlled . photo-cell with no neutral wire) .. _ - •• 3. T • III stem shall be sin:le chase 120/240 vol 3 wire 60 - de A.C. street li:htin: contactor/traffic si: al - •undcd . - .. neutral service) . ... - The power service point shall be as noted on the plans and•_ . ._ . •- .- shall be verified by the electrical servicing utility. r' oxiduit. conductor shall The service cabinet shall be. marked with the service 1{rm t all oa requirements.rue• equipment grounding agreement letters and numbers. The markings shall be installed on , conform to all Code rnduiremdnts. the outside cabinet door near the'top of the cabinet. The markings , Grounding of conduit and neutral at the service point shall be .1 shall be series C acing stencils and black enamel alkyd gloss paint under the Code. Grounding of the neutral Specification Tr-E-489. Pushed as required conforming to Federal Spec' - only at the service. shall be accomplished• Y • - — - SECTION 8-20.3(11) IS REVISED AND SUPPLEMENTED AS _.. .. .. •-_ - FOLLOWS: . 8-20.3(11) Field Test(RC) • ` ration will be allowed after 2 p.m.on on No change to stop and go opo All Qht staadards smou poles and other standards to nor will the change be allowed on Friday, weekends, '�`! which electrical .• nt is mounted shall be � •�� to a any day d a holiday.diameter x 8' '0 in len r holidays,or the day preceding ad metallic in Arrnrrrd rod 5/8' in sla ,. .. ., . .. •, ,. .. . .- : • cie with a#8 AWG bare copper bonding strap located in the api nearest junction box. All signal controller cabinets and 1. ,Requests for i traffcon of stern oa wilml Ikea .la until a has si tin service cabinets shall be rounded to a 5/8' in 2 All drscxepancies and deficiencies must be corrected Try' the diameter x 8'0' is knAth copper clad metallic ernund rod located -� .,,,,• n„ win o.• lw�rlinQ lxraA sr contractor and re-' •-•... •nOr t0 m peS won box with a bare coPpa date. until In,j in accordance with the plans,specifications and applicable codes rovided and has + Ground rods are considered miscellaneous items and all costs 3. electrical for tolthe in otersection has been considered • are to be included with the or conductors. energized by the electric trtil ty 4. A minimum of three worth: eta s notice will be -• are also miscellaneous items unless a separate PaY item is provided been Ile in the`Schedule of'prices." for signal turn on. co ,.,lete • .Lan SECTION 8-2 ND 0.3(10)IS REVISED A SUPPLEMENTED AS 5. C annelrzation at the intersection must be • deletions of before r-. est. : si:•. turn on date. gpprOVed by the FOLLOWS: channelization Prior to turn on must --�'-- engineer. maintain ,r., si�: 8-20.3(10) . Service(RC) Power sources shown in the Plans are approximate only;exact 6. warning forces new signal rovide ••st and main rn location will be determined in the field. 8-20.3(13) Illumination Systems • .• SECTION 8-20.3(13)A IS REVISED AND SUPPLEMEAUED No .. _ AS FOLLOWS: 8-20.3(13)A Lig ht Standards (RC) (SA) • - - assembly-. .. .. - . .•• • .r �• • Page-SP-43 rrr 1997 Revision Date: May 19, x 8-20 Illumination,Traffic Signal Systems, and Electrical 8-20 Illumination,Traffic Signal Systems, Elect ical aill -- - ••• • • •• All '.les and davit arms shall be desi•nM to s luminaire wei•ht of 50 lbs. or more and to withstand , es•i tarp • Al S .. • r.. • a caused b wind loads of 85 m.•.h. with : factor r All .•les shall maintain a minimum saf r of of.3. • - - - - ..... factor -4.38 s on 'eld siren:• of wet.J t load and 2.33 s s.i, for basic • wles.i. d 3. Anchor bolts shall extend through the top heavy hex nut two pressure. full threads. Davit Arnu: kb •• . . r . . . uses. a The davit le arm shall inco , ter.. • ' r ' as measured from the centerline of the rate a S'9 radius bend shaft. The outer t ion of • the arm shall be nearl horizontal to +2' above . - shall be furnished with a 2" diameter fitter with araoi and i length of 8 inches to fit the luntinaire a specified 'n,,. maximum •. _ - the davit an-n tube shall be fastened ,t end of • securel to the to of the shaft ' producing a flush joint with an even profile. Mr •- - Anchor Base: A one piece anchor base of adeouate siren shape 6. Anchor bolts damaged after the foundation concrete is placed size shall be secured to the lower end of the shaft so that the shall not be repaired by bending or wel ding.The Contractor's shall be capable of resisting at its yield point the bending base SI yield point- The base shall be provided with four repair procedure is to be submitted to the Engineer for of the shaft at its mhme - approval prior to making any repairs. The procedure is to slotted or round holes to receive the anchor bolts. Nut covers shall include removing the damaged portion of the anchor bolt, be provided with each pole. cutting threads.ion 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 9-06.513) and 9-06.514). The j bottom of the slip base- anchor bolt yield point shall be capable of resisting the bendin installed plumb, ± 1 degree. moment of the pole shaft at its yield g Pc yie point Sssadzrd�laus. The contractor shall assure that all anchor bolts conform to the ` 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 r . anchor bolts meet these specifications. tit Miscellaneous Hardware: All hardware(bolts, nuts,screws, washers, etc.) needed ` to complete the installation shall be stainless steel. ' I.D. (Identification cation for poles): III The contractor shall supply and install a combination of foundation., 4-digits and one letter on each pole, whether individual luminaire or signal pole with luminair. The letter and numbers combination iiA shall be mounted at the 15 foot level on the pole facing approaching. • - traffic. *Legends shall be sealed with transparent film resistant to dust,weather and ultraviolet exposure. The decal markers shall be Standard-Plans., - •_ 3 incfr square with gothic gol d. eg white refiecto d 2 inch l ± end on a black background. The LD. 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. Li:ht standards shall be s sun aluminum davit • le 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 band 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. fos Specification TT-E-489. The pole shall be adiristed for plumb after all needed In setting timber poles, the Contractor shall provide a equipment has been installed thereon. After pole is installed and minimum burial of 10 percent of the total pole length plus 2 feet plumbed, nuts shall be tightened on anchor bolts using proper sized and shall plumb or rake the poles as directed by the ineer. �g sockets, open end,or box wrenches. Use of pliers, Pi pepee w_rezichs. The hand hole shall be located at 90 degrees to the davit arm or other tools that can dama:e alvanizin. will not be . rmitted. on the side away from traffic. A grounding lug or nut shall be Tools shall be of su' ient 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 '.le base •late shall be filled with a d sack mortar :rout and ', t '- Page-SP-44 Vii Revision Date:May 19, 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 0•ticom Priorit Control S stems 111, Dry pack mortar grout shall consist of a 1:3 mixture of All new Opticom Priority System components shall be 500 portland cement and fine sand with just enough water so that the Series or a..roved -•ual. The Contractor shall su b.1 one .1. mixture will stick together on being molded into a ball 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 I. 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 i HE SECTION 8-20.3(14) IS SUPPLEMENTED BE ADDING THE FOLLOWING: au FOLLOWING: 8-20.3(15) Grout (RC) After the pole is plumbed the space between the co All signal conductors shall be stranded copper and shall have ncrete 8-20.3(14) Signal Systems (RC) 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 • •.ck mortar :rout trowled to a smooth finish confo : to multi-conductors used for the signal system shall conform to the contour of the ••is base slate. D sack mortar •ut shall division 9-29.3 and shall be of the sizes noted on the signal wiring consist of a 1:3 mixture of portland cement and fine sand with rrr schedule and wiring diagram. All stranded wires terminated at a enough water so that the mixture will stick together on beint; 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. 4 terminals shall be installed with a tool designed for the installation SECTION.8-20.4 IS REVISED AND SUPPLEMENTED AS 4 of die 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 (RC) cabinet shall be trimmed and cabled together to make a neat, clean ""` appearing installation. No splicing of any traffic signal conductor When shown as lump sum in the Plans or in the proposal as shall be permitted unless otherwise indicated on the plans. All illumination system_, traffic signal conductor runs shall be attached to appropriate signal terminal _ no specific unit of measurement boards with pressure type binding posts. The only exceptions shall will apply,but measurement will be for the sum total of all items to box to the be the splices for detector loops at the nearest 3turction for a complete system to be furnished and installed• in the Schedule of Conduit of the kind and diameter specifxd' SECTION 8-20.3(14)A IS SUPPLEMENTED BY ADDING TEE Prices will be measured by the linear foot for the actual neat line length in place, unless the conduit is included in an illumination • FOLLOWING(RC) system, signal system, or other type of electrical system lump sum 8-20.3(14)C Induction Loop Vehicle Detectors] bid item. • 11. Splices to loop return cables shall be made•with soldered Measurement for unit price items-shall be as described in so 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. I FOLLOWING: - SECTION 8-20.5 IS SUPPLEMENTED AND REVISED AS arri FOLLOWS: ' 8-20.3(14)D Test forinduction Loops and Lead-in Cable(RC) 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 "►1 furnish the engineer with a copy of the results. • are included in the proposal: ?:� � sum. w SECTION 8-20.3(14)E IS REVISED AND SUPPLEMENTED "Illumination System " lump Y l� AS FOLLOWS: "Traffic Signal - sum." • 8-20.3(14)E Signal Standards (RC) °n -gad 3. Disconnect connectors complete with pole and bracket lump sum contract price for "Illuminati S3' cable shall be installed in any signal standard supporting a and "Traffic Signal w t for furnishing .. ,r t ct.,..e,,,shat be pay lumioaire. mect wry for the . „ • all labor, materials, tools, and equip InodityinS exist • construction of the complete electrical system, „•_ systems, or both, as shown in the Plans and herein ed . concrete foundations, conduit. —' 14. The signal standard and its fabrication shall conform with including excavation, back filling, during all current Washington State Department of Transportation Signal wiring, restoring facilities destroyed or damaged all Standard Specifications and current pre-approved plans by owl construction, salvaging existing materials, and for malk i shown in the WSDOT. required tests. All additional materials and labor. Lein the 15. Installation of all nuts and bolts shall be performed with plans or called fqr herein and which are required to comp proper sized sockets, open end or box wrenches. Use of pipe electrical system,.shall be included in the lump sum Coact price. wrenches or other tools which can damage the galvanization of the ,r„ 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-4S "' Revision Date:May 19, 1997 8-20 Illumination,Traffic Signal Systems,and Electrical 8-20 Illumination,Traffic Signal Systems,and El to _ kcal The unit . r each .rice for 14 "Service cabinet- shall full - _ ••• • • con nation for furnishin and installin the full in I. . : • •• • •• • •• •. ••• •• • • • cabinet and for risers standoffs and . other maLerials costs associated with .rovid'': electrical service _ • labor or . electrical atilt the contract gait details and b the not included as se'.rate .a items in the contract tf�cah°n and . schedule of titre prices. cystoist-r.hown, 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 lum' sum 'rice for 1. "....Si:nal head mountin. lb signal system. hardware" shall be full co nation for s 1 ' • All costs for installing junction boxes containing both all traffic or pedestrian signal and instal/in gnat head mounting hardware in 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 box,...'x...'z..."Land mounting illt 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/c slid loop return cable,"perlinear foot. labor, materials, tools, equipment and testing necessary and/or '3/C skid pre-emption cable,"per linear foot. incidental for the full and complete installation as per the contract - "...-pair slid iniertonnect cable,"per linear foot. ,try 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 rail 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 backfilling and compacting backfill material to specified density "Induction loop vehicle detector.'per linear foot. _ ,110 i and for the restoration of the trench to its pre-existing condition or The unit linear foot contract price for (24)"Induction loop t 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, • 1a al 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 t. tW waste materials• providing and installing conduit stub-outs and soldered splices, • Foundation, 'per each.* splices to loop return cables unless separate pay item's are included 'Type....Junction box,'per each * in the contract schedule of prices for these other items. Sawarttng The unit per each price for(5)"Foundation"and (6)-Junction shall be considered incidental to the loop installation whether or not SO Box' shall be full compensation for full and complete installation there is a separate pay item in the contract for sawexitting. 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 aii 'Concrete Pad." Wiper locati ng of loop ren 'S tur tub-out" by g direct routing "Concrete Pad,"per square yard. 'home runs" and b combinin: 'I to 4 'airs of loo• wires in a Measurement for.(7)'Concrete Pad" shall be by the square gle 'home run" sawart. Loop and "Home Run' layout shall be yard of surface area enclosed inclusive of and not subtracting for improved by the Engineer before sawraming takes plate. 'n l the area of the junction 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-eruption detector,"per each. specifications and detail sheets. "Opticom discriminator card,'per each. awit "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, el bows, 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. L 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"shall be n . grade along the middle of the trench line and adding a vertical full con. nation for removin: the ••le from its ex'"'..• 0 measurement at the end of each conduit run equal to the design foundation, removing and salvaging or re-installin existil depth of the trench. No payment shall be made for additional •ui'ment .1u::in: holes as -• ired and installin: the '•le 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. •ui.ment and an other costs necessa and/or incidental to lilt "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. 1 "Service cabinet, " per each. :. t- Page-SP-46 hull Revision Date:May 19. 1997 8-22 Pavement Marking 8-22 Pavement Marking The unit per each price for 'Remove existing foundation' Traffic I,xtteiLegend shall be full compensation for full and complete removal and A WHITE marking to hauling and disposal of the foundation. proportionusing alphabetical letters.* 8-22 Pavement Marking • .. _ _ ar high.See contract plans and detail sheets. SECTTON 8-22.1 IS REVISED AS FOLLOWS: SECTION 8-22.3(5)IS REVISED AS FOLLOWS: 8-22.1 Description (RC) 8-22.3(5) Tolerances for Line Stripes (RC) .. Skip Center Stripe Length of Stripe: The longitudinal accumulative error A BROKEN YELLOW line 4 inches wide. The broken within a-40-foot 24-foot length of skip stripe shall not exceed plus or "skip"pattern shall be based on a_40-feet 24-foot unit consisting or minus 1 inch. so of a--113-foot 9-foot line and a-30.-foot 15-foot gap. Skip center stripe is used as center line delineation on two lane or three lane, SECTION 8-22.3(6)IS REVISED AS FOLLOWS: two way highways. Double Yellow Center Stripe 8-22.3(6) Installation Instructions (RC) or Two SOLID YELLOW lines, each 4 inches wide, Installation instructions for plastic markings shall be provided separated by a 4-inch-or--13-inch 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 and a and for dtannelization. - •• • el Approach Stripe . A SOLID WHITE line, 8 inches wide, SECTION 8-22.3(7)IS A NEW SECTION: to delineate turn lanes al 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 20-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 CM 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-30-feet24-foot unit provided for such removal. consisting of a 40-feet 9-foot line and a-30-foot 15-foot gap. riir Drop Lane Sutpe S( kip 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 endue off ram The broken or "skip" pattern shall be based on a 2415-foot unit consisting of a 93-foot 8-22.4 Measurement(RC) (SA) '1 line and a 1513-foot gap. The measurement will be based on the travel distance-raguiced 24o-27sssSrsipa of a marking system capable GeraApproach stripe, barrier stripe, crosswalk stripe, and . . .. - � �� 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 ' Traffic ;aiteralegcnds, handicapped parking stall symbols, • • •�. •, • cross symbols. drainage preferential lane symbols, railroad � � markings,and cycle detector symbols will be measu by the unit• u. • Measurement for •paint/plastic stripe line removed shall be by the linear foot of ' ' wide line or shall be included m the iiuup Two Way Left Turn Stripe sum price for 'remove existini traffic markings" titiless Spet u`icd A SOLID YELLOW line, 4 inches wide, with a to be paid as a separate pay item. If not m,,-^ified as a separate� I aiti BROKEN YELLOW line, 4 inches wide, separated by a 4-inch shall be considered space.The broken or"skip' pattern shall be based on a-40-foot 24- item then removal of existin traffic markin der incidental to the ment for other items of work and no foot unit consisting of a-1.0-fee4 9-foot line and a-30-foot 15-foot compensation shall be made. space. The solid line shall be installed to the right of the broken SUPPLEMENTED line in the direction of travel. . SECTION 8-22.5 IS REVISED AND AS Crosswalk Stripe FOLLOWS: A SOLID WHITE line,-43 8 inches wide and 10-feet Ism, installed parallel to another crosswalk strip. 8-22.5 Payment (RC) "Painted C eApproach Stripe",per linear foot. parallel to the direction of traffic flow and centered in pairs on lane lines and the center of lanes. See detail sheet.. "Painted Traffic>i,atterLegend",per each. r Stop Bar "Plastic Traffic I.etterLegend",per each. A SOLID WHITE line,-.4.11 12, 18 or 24 inches wide "Remove Paint Line " wide,: per linear foot. unless as noted ethw.s. sa+a on the Contract plans. I. Page-SP-47 or Revision Date:May 19, 1997 8-23 Temporary Pavement Markings 8-23 Temporary Pavement Markings "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 "Remove Plastic Line" and the lump sum contract price for SECTION 8-23.5 IS SUPPLEMENTED WITH THE "Remove existing traffic markings" shall be full compensation for FOLLOWING: removal of existing traffic markings as per the plans, specifications 8-23.5 Payment(RC) t 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 a item is included in the contract for installation or for markings required to complete the channelization of the project as removal of tern..ra .avement markings then all costs associated shown on the plans or detail sheets shall be considered incidental to with these items are considered incidental to other items in the M other items in the contract and no further compensation shall be contract or included under "Traffic Control " if that item 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. • art • tiff+ Se • r 0 Page-SP-48 Revision Date:May 19, 1997 9-02 Bituminous Materials w 9-00 Definitions and Tests material for .a ent ma be •roduced for use on a •ro'ect until the Division 9 job mix formula has been approved by the engineer. The – tree ✓ Materials shall be desi:ned to meet the test criteria listed in Section 9-03.8 and remain within the limits set forth in 9-03.8(6). The determination of the 'ob mix formula shall be the ...•nsibili of the Contractor. r+' 9-00 Definitions and Tests The intermingling of asphalt concrete mixtures produced from more than one IMF 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 ,r„ FOLLOWING: job mix formula established for the class of asphalt concrete specified unless the is a need to make an adjustment Lois the g 00(A? Recycled Materials (RC) IMF. The City encourages the use of recycled materials whenever The JMF shall be submitted in writing by the Contractor to wr practicable, provided that those materials meet or exceed all the En:ineer at least 10 da s •rior to the start of .avin: o, rations applicable requirements described elsewhere in the contract and shall include as a minimum: a. Percent passing each sieve size. specifications. Should recycled materials be utilized, the City b. Percent of asphalt cement. requires that a Recycled Product Reporting Form be completed by _ c. Asphalt grade. `• ! the Cow 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 arty changes to the IMF without prior written approval of the Engineer. Should a rhanpe in sources es SECTION 9-02.1(10)IS A NEW SECTION: of materials be made, a new IMF must be approved by the .. Engineer before the new material is used. 9.02.1 10 Loop Sealant(RC) permitted by the .. .. Unless specified otherwise in the contract or vie Engineer 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 _ r r .. .- specifications of ASTM D3407 and shall be installed with an .• .• • ' .. ■! approved applicator in conformance with manufacturer's recommendations. approval from the The contractor shall request and obtain for the type of loop sealant to be used before installing 23. Job Mix Formula Tolerances After JMF is • and shall submit manufacturer cutsheets or other a- • d to determined, the several constituents of the mixture at the time of data if requested by the Engineer in order to enable the Engineer _ determine the acceptability of the sealant. All loop sealant shall acceptance shall conform to the following tolerances: pavement and shall be Constituent of Mixture Tolerance Permits ow only be installed in thoroughly clean and dry pa d as to The tolerance limit for each lied in conformance with the methods require The tolerance limit shall not temperature and means of application such as to completely fill the exceed the broad band sawatt area, encapsulate the loop wires and adhere to the specification limits specified pavementt in Section 9-03.8(6). ... Broad band specification • Aggregate ppaassssing 1 9-03 Aggregates 3/4 5/g . 1/2�,and limits Section 9-03.8(6). +r SECTION.9-03.8(6)A IS REVISED AS FOLLOWS: 3/8" sieves ± 6% I Aggregate passing 1/4" sieve ± % 9_03.8(6)A Basis of Acceptance(RC) Aggregate passing No. 10 sieve ± 6 5 yl, 1. Asphalt Concrete will be accepted based on its Aggregate passing No. 40 sieve _�2% ± 4%% conformance to the project job mix formula (IMF). For the Aggregate passing No. 200 sieve f0 S, Note2 Asphalt cement shaA be for aggregate For open graded mix: Tolerance Tim is shun 9-03.80• gradation only and shall be as specified in elect Asphalt Note 1 — 2.0% if less than 50% RAP � ' ° ' •• Pavement),2.5% for 50%RAP or more. Note 2 — 0.5% if less over 20% than 20% RAP, 0.7% for .... . .. _ - .. - greater. RAP. but less than 50% RAP, 1.0% for 50% RAP or �• These tolerance limits constitute the allowable limits used!n • Section o5-04 3(8)4 to determine acccptattce• _ •..•• .. 4-06.2(1).•err ,. . . • No I. Page-SP-49 r Revision Date:May 19, 1997 9-04 Joint and Crack Sealing Materials 9-05 Drainage Structures,Culverts,and Conduits - ' ' SECTION 9-05.7(3) IS DELETED AND REPLACED BY TE E . _ till? • • + •• 9-05.7(3) Concrete Storm Sewer Pipe Joints fRC • -••• Joint assembl desi•n shall be reinforced concr ete bell) and c.—Ad}ustnaeatc spigot type incorporating a fully retained single rubber casket in - - accordance with ASTM C361 or AWWA C302. Rubber gasket iiii • material shall be neoprene. - _ SECTION 9-05.7(4) IS SUPPLEMENTED BY TAE . . FOLLOWING: MN L r. .. 9-05.7(4) Testing Concrete Storm Sewer Pipe pe Joints C ... •,• Hydrostatic testing of rubber gasket joints shall be . ._ Performed in accordance with ASTM 061 or AWWA C302 �..._ .. _ ...._ pressure shall be 5 psi. except test SECTION 9-05.9 IS REVISED AND SUPPLEMENTED AS specifications, FOLLOWS: 9-05.9 Steel Spiral Rib Storm Sewer Pipe (RC) she-appcovol-of-the-Matecials-Engineer- the-specificadens, . . .. lib The manufacturer of spiral rib storm sewer pipe shall furnish 9-04 Jomt and Crack Sealing Materials the Engineer aManufacturer's Certificate of Compliance stating r that the•materials furnished comply in all respects with these t SECTION 9-04.11 IS A NEW SECTION Specifications.The Engineer may require additional information or L tests to be performed by the Contractor at no expense to the State. 9-04.11 Butyl Rubber(SA) Unless otherwise fied, sped spiral rib storm sewer pipe shall . Butyl rubber shall conform to ASTM D2000,Ml BG 610. be � ed with P 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 - .. ,•• _ wry SECTION 9-05.4 IS REVISED AS FOLLOWS: - a- AAS f:36, scion : 9-05.4 Steel Culvert Pipe and Pipe Arch (RC) tit Steel culvert pipe and pipe arch shall meet the requirements of . .. AASHTO M 36, Type I and Type II. Welded seam aluminum center ,- coated (aluminized) .corrugated steel pipe and pipe arch with .. ". metallized coating.applied:inside and out following welding is L acceptable and shall be asphalt treatment coated. SECTION 9-05.7(2)-IS DELETED AND REPLACED BY THE FOLLOWING: 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 . (RC) meted in conformance with Section 9-05.4. The size g1, and metal shall be as shown in the Plans or in the Specifications. i MO Reinforced Concrete Storm Sewer pipe shall conform to the For spiral rib storm sewer pipe bs helical ri shall project L' requirements of ASTM C-76 and shall be Class IV. 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 r.... : lar and shall be 3/4 inch 'Ins two times the wall thickness S otherwise specified. (2t) plus-or minus 1/8 inch (measured outside to outside and a " SECTION 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 •i. wall immediate! ad•acent to the Iockseam or stiffener to the to. surface of rib . -The maximum L 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 1 (D-load) test in accordance with ASTM C76; and (2) a hydrostatic metal at the corners of the ribs shall be a minimum of 0.10 inch All 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 C302 except test pressure shall be 5 psi. does not contain a lockseamf, a stiffener shall be included midway. Page-SP-50 ` Y Revision Date:May 19, 1997 ;,•ti, so 9-06 Structural Steel and Related Materials 9-08 Paints between ribs havin: a nominal radius of 0.25 inch and a minimum 1/8 inch wide measu •acin• of ribs shall bel4.0 outside to inches co t side center measured hei:ht of 0.20 inch toward the outside of the •i. . Pi. shall be ""' babricated with ends that can be effective) ointed with cou•lin: metal normal atothe the cotners of the ribs ribs). shall be 0.0625 inch with tan . When• fired •inl rib or narrow •iidn ands. .iral rib .i• shall allowable tolerance of+ 10 percent. r be bituminous treated or aved. The bituminous treatment for nroi�t For Nvide itch outwardly fromtthe smooth pipe wall and shall be fabri shall -.fiat rib .i. shall conform to the _• irements of Sections 9- 05A a C3) nd 9-05.4(4) from a sin:le thickness of material. The ribs shall be 3/4 inch + For narrow itch inl rib sewer i the helical ribs shall 1/8 inch wide(measured outside to outside)and a minimum of 0.95 inch hi: measured as the minimum vertical distance from the a; urolea outward! from the smooth pipe wall and shall be fabricat—' outside of .'• wall to t.• surface of the rib . The maximum from a single thickness of material. The ribs shall be .375 inch inch 1/8 inch wide (measured outside to outside) and a minimum of •acin: of ribs shall be 11.75 inches center to center measured .4375 inch hi measured as the minimum vertical distance of ribs normal to the direction of the ribs). The radius of bend of the rr shall be 4.80 inches center to center (measured normal to the metal at the corners of the ribs shall be 0.0625 inch with an direction of the ribs . The radius of bend of the metal at the allowable tolerance of+ 10 percent. of the nibs shall be 0.0625 inch with an allowable tolerance 21---10. . 9-06 Structural Steel and Related Materials iar SECTION 9-05.12(3)IS A NEW ADDITIONAL SECTION: 9-06.5 Bolts 3 9-0512 ) CPEP Sewer Pipe(RC) HAS BEEN SUPPLEMENTED BY ADDING: wr CP Smooth interior pipe and fittings shall be SECTIONS-06.5(4) manufactured from hi density i eth lease resin which shall 9-06.5(4) Anchor Bolts(RC) meet or exceed the -• irements of i• 111 Cat :0 4 or 5 Grade P33 or P34 Class C ASTM D1248. In addition the All anchor bolts, nuts, washers and anchor_plates for signal Irrt shall com•I with all material and stiffness -• 'rements of poles, street light poles, strain poles or other types of poles shall • meet the recommended specifications of the pole manufacturer. AASHTO M294. The Contractor shall be responsible for providing to the Engineer SECTION 9-05.14 IS DELETED: any and all data concerning fabrication, strength test results,'mill taw certification and other data required to confirm that the anchor SECTION 9-05.17 IS REVISED AND SUPPLEMENTED bolts meet those specifications. FOLLOWS: bolts following standard specifications shall apply to anchor Spiral Rib Storm Sewer Pipe bolts for street light, signal and strain poles provided that the • 9-05.17 (RC)Aluminum Sp' Contractor can submit documentation-from the manufacturer (RC) affirmi•: that anchor bolts m--:..• these •. ifications are Unless otherwise se fad, spiral ni storm sewer pipe shall recommended for the pale to be installed thereon be furnished the e.sh pipe cads ail perpendicular w the longitudinal l The standard anchor bolt for altunmtiiii street littht po es '� axis of the Pipe-Pipe ends shall be cut evenly.Spiral rib pipe shall shall be 42 inches in length and shall n'"°' the "Htui � of be fabricated by using a continuous helical lock seam with a seam ASTM A 36 or ASTM A 307. The shaft of the anchor bolt shall aR skd.. ., be a full one inch is diameter with a hot fo eel four inch'L'bend mo - .. - .. . . .. _ .. on the bottom end and a minimum of six inches of die-cut threads . - . . ... ... on the top end. d strain voles shall. 2 The anchor bolts for si nab Pole an meet the -•- ifications as deli:• eel on the bans or -? and/or .••)cinema) _ manufacturer's ..le .tans and! • _! Sp�ifications nrovk eel Uy the manufacturer. the pole • All anchor bolts nuts and washers hot di sm. v "' manufacturer's •. ifications and shall the a, of steel d w+ _ unless such :alvani7ation is not . for ate. per Section 9-06.5(4). s„ . . • -° 9-0g Paints ����� SECTION 9-08.8 IS A NEW SECTION: ,,. .. .- • • r r • ' • 9-08.8 Manhole Coa .- S em Products ' For spiral rib•storm sewer pipe, helical ribs shall project outward] from the smooth .i• wall and shall be fabricated from a 9-08.8 1 Coa '• S em S•ecilicatiou � for sin le thickness of material The ribs shall be 3/4 inch wide by 3/4 The followin: coatin: stem ifications shall surfaces inch deep with a nominal spacing of 7-IR inches center to center coatin: sealin: interior concrete includin• the amine Pi• shall be fabricated with ends that can be effective! '•inted of sanitary sewer manholes when required. with coupling bands. _ For narrow pitch spiel 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 + I- Page-SP-51 ""' Revision Date: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 SUPPLEME FOLLOWS: AS Mit A. General 1. Buried Manhole 9-29.3 Conductors, Cable (RC) Surface Color Paint System Each wire shall be numbered at each terminal wra around numberin stri bearin the rrantd with a a. Buried, and White C-I shown on the plans. nutttber lili exposed No 'licin: of an traffic si:nal conductor shall be concrete unless otherwise indicated on the plans. All conductor mined surfaces. runs shall be pulled to the appropriate signal terminal compartment board all I. 9-08.8(2) Coating Systems with pressure type binding_posts. The only exceptions splices for detector loops at the nearest junction box to the loops. the A. High Solids Urethane The contractor shall provide and install all the neces • Coating System: C1 wiring, fuses and fittings so as to complete the installation of the r Coating Material: High Solids Urethane signal and lighhting equipment as shown on the plans. All materials Surfaces: Concrete and installation methods, except as noted otherwise herein, shall Surface Preparation In accordance with SSPC SP-7 comply with applicable sections of the National Electrical Code Mt (Sweep or brush off blast) 8. Detector loop wire shall be No. 1214 AWG stranded Application: Shop/Fielor The drying time copper wire, Class B, with chemically cross-linked polyethylene between coats shall not exceed type RHH-RHW insulation of code thickness. . twee in any case (11)Six-pair cC-ommtmications cable loll meet REA' t1 1► System Thickness: - 24hours 4 is dry film specification PE-39 and shall have cix pair No. 19 AWG wires Coatings: Primer. One coat of Wanner with 0.008 inch FPA/MPR coated aluminum shielding. The cable MC-Conceal high solids shall Have a petroleum compound completely filling the inside of urethane 12.0 DFI')Finish: the cable. t Two or more coats of Wanner The shielded communications/signal interconnect cable shall w MC-Conceal(min.4.0 DFT) meet the following: 1. Conductors: Solid, soft drawn, annealed copper, size 19 awg. 'Mt 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 9-23.9 Fly Ash(RC) and meet strict capacitance limits. 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 {VIA sto 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 - j ri SECTION 9-29.1 IS SUPPLEMENTED BY ADDING THE virgin polyethylene (compounded to withstand sunlight ' FOLLOWING: temperature variations and other environmental conditions plus abuse dun : installation is extruded overall to •rovide a .- 9-29.1 Condnit{RC) continuous covering. A. The conduit P.V.C. - non-metallic shall be of the two types 6. Footage markings: footage markings must be printed indicated below: sequentially a minimum of 2' along the outer jacket. 1. Schedule 8d---Extra heavy wall P.V.C. conforming to 7. Filling: the entire cable within the outer jacket is flooded AS-TM,Standards, to be used in all installations under roadways. with petroleum-polyethylene gel filling compound including the NW 2. Schedule 40 heavy wall P.V.C. conforming to ASTM area between the outer jacket and the shield. Standards. . . SECTION 9-29.9 IS SUPPLEMENTED BY ADDING THE SECTION 9-29.2 IS SUPPLEMENTED BY ADDING THE FOLLOWING: FOLLOWING: L 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 galvanized board. Sit 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 Nil follows: 9-29.10 Luminaires(RC) I. Signal only "Signals" The filter shall bi charcoal with elast-omer gasket. 2. Street Lighting only: 'lighting' Luminaires shall have a cast aluminum housinL ofcebra 3. Traffic Signal and Street lighting Facilities: "TS-LT' head style with a glass ovate refractor. ' 11110 The above inscriptions shall not be higher than the top surface of the cover plates. 1, Page-SP-52 Oik Revision.Dale:May 19. 1997 9-29 Illumination,Signals,Electrical 9-29 Illumination,Signals,Electrical oi The manufacturer's name or symbol shall be clearly marked re-energize without change. on each luminaire. . . , . • �• . . . .s 9-29.11 Control Equipment •, .• 5. Conflict Monitor. Upon sensing conflicting ignals or SECTION 9-29.11(2)IS DELETED AND REPLACED WITH: unsatisfactory operation voltages, the conflict monitor shall SW 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 Hz. The unit shall consist of a light command of the signal displays at the beginning of artery ""' sensitive element connected to necessary control relays. The unit nyellow. shall be so designed that a failure of any electronic component will 6. Flash unit shall be a two circuit type, capable of energize the lighting circuit. switiasch loads u. to 1000 watts . r circuit alternate! at a rate of wee► The photo cell shall be a solid state device with stable turn-on 60 flashes r minute r circuit lus or minus two flashes r values in the temperature range of-55 degrees C to +70 egrees minute. C. The photo cell shall be mounted externally on top of the SECTION 9-29.I3(3) IS REVISED AND SUPPLEMENTED AS hunimaire. In a contactor controlled system, die photo cell to FOLLOWS:control the system shall be mounted on the luminaire nearest to the service/contactor 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 on 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- nption 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 e The unit shall operate on 120 volt, 60 cycle, single phase controller, as.normally furnished by the manufacturer, is not current and shall use die power line frequency as a time altent d. . alternating base. The traffic signal controller shall meet the requirements of the National Electrical Manufacturers Association (NEMA) . ur Standard Publications. phase,.Emergency vehicle pre-emption shall be furnished as modules Components such as resistors, capacitors, diodes and transistors shall be individually replaceable utilizing approved that plug directly into a rack wired to accept 3-M discriminator to standard soldering techniques. Intergrated circuits shall be type units. The pre-emption 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 interfacing by the same transmitters. • 'w' with the Multisonic real time, master computer. The controller The optical signal discriminator system shall enable an shall be capable of both on-line operation(control by the multisonic authorized vehicle to remotely control traffic control signals from a master computer) and standby operation. The controller shall distance of up to 1800 feet(0.54 kilometers)along an unobstructed establish the sequence of signal phases, including overlaps, in Nine of sight" path. The system shall cause the traffic signals ■r conformance with the signal phasing diagram on the plans. When controller to move into an a••ro,riate fire .re-em••on ,ro: , . operating either in a fixed time mode or in a fully-actuated mode this optical discriminator shall interface to the 562 software for with volume density on each phase as required. All clearance f i e l d . •: "abili . It- shall consist of the followin: Iasi timing and pedestrian timing shall be accomplished at the local components: � ene detectors-which shall be mounted on the :..J intersection traffic signal mast arms and shall receive the optical energy SECTION 9-29.13(2)IS REVISED AND SUPPLEMENTED AS emitter's signal. ,,, s; controller to FOLLOWS: b Discriminators which shall caul vehicle yip •o into internal •re-em' on which will :• e the authorized Operations 9-29.13(2) Flashing (RC) the ri:ht of.wa in the manner shown on the ,base -. ence 2. Police Panel Switch: When the flash-automatic switch diagram. „o, 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 constiudion. tern automatic, the signals shall continue to flash for an additional b. )~lain: shall meet the .- ifications of the IMO 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 o• •to over an ambient tern• nature name of-40°F immediately resume normal cyclic operations at the beginning of to +180°F(-00°C to +85°Ca ;n a semi_ artery gr4sa cly low. d. Shall have internal circui enca sulated 'w' 4. Power Interruption. On "NEMA" controllers any power flexible compound and shall be impervious to moisture•enerated b interruption longer than 475 plus or minus 25 milliseconds, signals e. Shall tits end to the o•tacal emir erti,tilses : shall re-energize consistent with No.2 above to ensure an 8 second a 'wised Xenon source with • a ,'mat energy dens• of 0.8 micro flash period prior to the start of artery green. A power interruption cult r .sure meter at the detector a rise time less than one 11111 of less than 475 plus or minus 25 milliseconds shall not cause microsecond and half .ewer •.int wise width on not less than resequencing of the controller and the signal displays shall thirty microseconds. 1. Page-SP-53 rrr Revision Dale: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 -. titi 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 clearances. The phase selector shall hold the controller in the li phase selected until the detector no longer detects the emergency ,,• vehicle. actuatiea. ... When the phase selector is responding to one detector, it shall All timing functions and input and output features for fully not respond to any other detector until calls from the first detector actuated, volume-density operation shall be provided in accordance F OS are satisfied. Indicator lights shall indicate power on, signal being with NEMA standards. received, channel called. Switches shall control system power and The controller shall provide for setting each ti simulate detector calls for each phase. timing interval by means of positively calibrated settings. The timing functions shall i be on the front of the controller unit or shall have keyboard en ; SECTION 9-29.13(2)_,1S SUPPLEMENTED BY ADDING THE and liquid crystal display. For the standby operation,_the trafl'icc•FOLLOWING: signal controller shall include all circuitry required to provide all timing and all functions for signal operation in a fully-actuated mat 9-n•13(4) Wiling Diagrams (RC) mode. Standby operation shall automatically occur upon ' L The controller cabinet shall have a waterproof envelope with a of interconnect lines, failure of central master computer, orwh 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 et and manuals for all assemblies and sub-assemblies. standby operation. Transfer from computer supervision shall not SECTION 9-29.13(6)IS SUPPLEMENTED BY ADDING THE call up a star tingyellow. FOLLOWING: SECTION 9-29.13(7)A IS SUPPLEMENTED.BY ADDING THE 'di FOLLOWING: 9-29.13(6) Radio Interference Suppressors A Cornell-Dubiler radio interference filter NF 10801-1 30 9-29.13(7)A Environmental,Performance and Test amps or equivalent shall be used to filter the A.C. power. Standards for Solid-State Traffic iii Additionally, all power supplies shall have noise immunity from Controllers (RC) other devices within the cabinet. The traffic signal controller assemblies, including the traffic SECTION 9-29.13(7)IS REVISED AND SUPPLEMENTED AS signal controller, auxiliary control equipment and cabinet.shall be shop tested to the satisfaction of the Engineer. Testing and check- FOLLOWS: out of all Ili timing circuits, phasing and signal operation shall be at 9-29.13(7) Traffic-Actuated Controllers(RC) the City of Renton Signal Shop, Renton, Washington. The Signal Shop will make space available to the contractor for the required i:tiar Traffic-actuated controllers shall be electronic devices which, test demonstrat ions. The contractor shall assemble the cabinet and t • when connected to traffic detectors or other means of actuation,or related signal control equipment ready for testing. A complete both, shall operate the electrical traffic signal system at one or demonstration by the contractor of all integrated components more intersections. satisfactorily functioning shall start the test period. - Any `r iii All solid-state electronic traffic-actuated controllers and their malfunction shall sto the test • rind until all 'arts are 4w supplemental devices shall employ digital timing methods. satisfactorily operating. The test shall be extended until a The traffic signal control equipment, unless otherwise 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 ti. NEMA specifications. demonstration by the contractor to the Engineer of all components functioning properly shall not relieve the contractor of any Actuated traffic signal controllers shall be 8-phase control responsibility relative to the proper functioning of all aforestated units. Volume-density timing features shall be provided on all control gear when field installed. LI controllers. SECTION 9-29.13(7)B IS REVISED AND SUPPLEMENTED - AS FOLLOWS: 9-29.13(7)B Auxiliary Equipment for Traffic Actuated pry• Controllers (RC) di AO .. Page-SP-54 i Revision Date:May 19, 1997 9-29 Illumination,Signals,Electrical +Mr 9-29 Illumination,Signals,Electrical Power Switches Computer Interface Unit In There shall be a main power switch inside the cabinet that Interface communication devices shall be designed as arate shall render all control equipment electrically dead when turned units or as modules that�lug 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 I. maintaining flashing operation for purposes of changing controllers and signal staves information and receiving and decoding command or load switching devices. information from the computer all m conformance and within the ca•abili of the multisonic master commuter unit and the Stop Time Bypass Switch interconnect cables. III SECTION 9-29.13(7)D IS REVISED AND SUPPLEMENTED There shall be a switch in the cabinet identified as the stop AS FOLLOWS: time bypass switch. If the intersection is placed on flashing try operation either by the flash switch or the fail safe monitor, the 9-29.13(7)D Controller Cabinets(RC, SA) 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 cleat normal cycling operation while the intersection remains in flashing anodised—sheet aluminum, or cast alurninuns. 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 wet. 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 vier The convenience outlet and lamp socket shall 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 1 3/4 inch long to 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 ea Fail Safe Unit position. A second switch chat' 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 es 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 gasketed enough to be visible to motorists or pedestrians before the monitor with one piece, close cell neoprene. They shall be equipped with ea initiates flashing operation. There shall be a visual indication that some j, of sto.s so the door ma be held o.-1 in either of two- the monitor has preempted normal operation. positions at 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 we e The Controller cabinet shall have a load bay pane - least the following items mounted as the fan of the el: transfer Surge Protector(Lighting Arrester) blocks for termination or all repo ' bade-switct►es- and -terminal blocks block shall The controller shall have an input voltage surge protector that wires contained on a ... :to el the term wr Washington Standard Specificax►ons shall protect the controller input from airy voltage surges that could conform to damage the controller or any of its components. This load bay anel shall be mounted so that when the e are removed it will be possible to obtain fall access t th ✓ Field Wiring Terminal terminations on the back of the load bap Peel• There shall be a terminal strip for field wiring in the .. . .•••: • . . • . ADDING THE controller cabinet. The terminals shall be numbered in accordance SECTION 9-29.16 IS SUPPLEMENTED BY ✓ 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 wiring schematic 9-29.16 Vehicular Signal Heads (RC) drawing shall include the field wiring numbers where the terminal pens sizes s Itr strip is illustrated. A common bus bar with a minimum of 15 Vehicular signal heads shall have 12 Vehicular si .1 head terminals and a ground bar with a minimum of 6 terminals shall be shown otherwise on the si:nal Mans. ,andab1e as provided. housin•s shall consist of sc,arate sections and be ex ire I.T.E. _ for vertical mountin:. Lens shall be :lass and meet S.- ifications for li•ht out.ut. Reflectors shall be alzac• Each signal head shall have a 1/4 inch drain hole in its base. 1: Page-SP-SS am Revision Date: May 19, 1997 9-29 Illumination,Signals,Electrical 9-29 Illumination,Signa 1s,Electri�t Ili 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 lifk border. Signal heads, including outside of visors and back of back back plates, shall be finished with two coats of arty back of plates shall be finished with two coats of factory-applied traffic traffic signal factory applied signal yellow baked enamel. The inside of the visors and front of g -yellow baked enamel. The inside of visors, 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 , , ,. \•will be of the top-mount plumbizer type as shown on the standard - • (RC) illi 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 I . • tt • •. ..• s possible to the center of the lanes. Signal heads shall be mounted e _ on the mast arm such that the red indicators lie in the same plane (RC) - Ai and such that the bottom of the housing of a signal head shall not SECTION 9-29.16(3)B(RC)IS DF7.ETED. 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 ' ' . . . , Ilti miscellaneous mounting hardware shall be stainless steel. Heads (RC) L 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 00cat Units (RC) 9-29.17 Signal Head Mounting Brackets and Fittings tali Eight inch conventional signals shall employ a 67 to 69 watt (RC) traffic signal lamp rated for 1304.20 volt operation, 595 minimum - initial 'lumen, 665 rated initial lumen, 8,000-hour minimum, unpainted,-. All other-hardware for other-mounts shall be painted 1 1116 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 green-baked enamel. --`- 420130-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 SU_PPLEMENTED AND REVISED AS I. length, 8;000 hour minimum rated life, P-25 bulb and medium FOLLOWS: base.Bulbs shall be installed with the opening between the filament ends up. 9-29.18(1) Induction Loop Detectors(RC) Detector amplifiers shall be Detector Systems model 810A or I dirt 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. ,4mplfers-irasWled it !1_\1. �• pelycxbeasts.-ptsstic aluminum of the tunnel type, unless specified 16. - - •• . 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(RC) SECTION 9-29.16(2)C HAS BEEN REVISED AS FOLLOWS: Pedestrian signals shall be either incandescent- fiber optic or neon-grid type, or other types as specified in the contract.- I- I tali 9-29.16(2)C Louvered Visors(RC) Pedestrian signals shall conform to ITE 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 th'e signal visor. The outside cylinder shall be - •• - .• so constructed of alumi ,and the louvers shall - .. •.. • • be constructed of anodized aluminum painted flat black. Dimensions and arrangement of louvers shall be as shown in the contract. ma messages, when specified, shall be a minimum of 12 inches high and 7 inches in SECTION 9-29.16(2)17 HAS BEEN DELETED AND width. REPLACED WITH: Housings shall be die-cast aluminum and shall be painted with iat two coats of factory applied traffic signal ellow enamel. 9-29.16(2)D Back Plates (RC) Back plates shall be furnished and attached to the signal VACANT SECTION 9-29.20(1) IS REPLACED BY ADDING ' 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 o.tics;shall be drawn from o.tical :lass of hi:h purity. The fibers shall be temperature resistant. The fibers shall be resistant to the UV li:ht emitted b the halo:en lam• and shall maintain their hi:h transmission .ro. rties throu:hour the lifetime ' i- Page-SP-56 t Revision Date_Mav 19 1007 . 9-29 Illumination,Signals,Electrical 9-29 Illumination,Signals,Electrical ar of the sign. The light guides shall contain fibers with a diameter of SECTION 9-29.24(1) IS DELETED AND REPLACED WITH 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(1) Painting (RC) thickness of at least 1.5 microns. The common end of each bundle The coat shall be a factory baked on enamel light grey shall have a hexagonal bundle format. The common bundle end in color. The galvanized surface shall be etched before the baked and each arm end shall be epoxied and optically polished. on enamel is a..licd. The interior shall be riven a finish coat of to The light source shall be a halogen incandescent lamp with exterior grade of white metal enamel. dichroic reflector.The lamp shall use built-in,lead-in wires instead painting shall be metal l ameormance 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 vri 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 r, shall be 50 watt and rated for 6000 hours at 10 volts. The lamp 9-29.24(2) Electrical Circuit Breakers and Contactors a together with the fiber shall produce a light intensity as high as (RC) 3800CD. 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 ear; housing. The matrix plate shall be constructed 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 signal 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. Utilityj,lug(120 volt-20 Amp rated)G.F.I.Type I 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 breakers) for lighting circuits (240 light points. All components shall be fastened to the flat black volt) ate. 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 120/240 volt grounded neutral rr SECTION 9-29.20(2)IS REVISED AND SUPPLEMENTED AS service . 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 ow 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 shoclanounted inside plates shall be attached by S.S.screws. • w a :ed plastic module. 12. Meter base sections are unnecessary SECTION 9-29.25 IS DELETED AND SUPPLEMENTED BY • - THE FOLLOWING: intiwai-pyamr-glaw..41actu;da-housing• . ' ar' 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 fibe :lass be : in color be ••roximatel 16" hi:. 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 rr' mode) in lunar white. The message module shall consist of two neon gas tubes enclosed in a housing made of polycarbonate terminal blocks. The box shall be weather tight,have a single ooh plastic. The lens material shall be polycarbonate plastic. The with continuous hinge on one side and screw hold downs on the door locking side. All hardware will be stainless steel. All w. visors shall be flat black in color. mounting hardware shall be stainless steel and shall be incidental to SECTION 9-29.24 IS DRI.F.TED AND REPLACED BY THE the unit price of terminal box. FOLLOWING: Terminal blocks shall be 600V hea. duty barrier type. Fads terminal shall be se. •ted b a marker stti.. The marker •. crr 9-29.24 Service Cabinets (RC) shall be permanently marked with the circuit number indicated in The signaUstreet lighting service cabinet shall be as indicated the Plans. Each connector shall be a screw ;'^t No 10 post .able of a" •tin: no less than 3 #12 AWG wires fitted with on the contract plans and detail sheets. All electrical conductors, spade tips. we buss bars and conductor terminals shall be copper or brass. The Cabinet doors shall be gasketed with c one_piece closed cell cabinet shall be fabricated from galvanized cold rolled sheet steel, neoprene gasket and shall have a stainless steel nano e• with 12 gauge used for exterior surfaces and 14 gauge for interior One spare 12 position have a st block stainless shall be installed in each panels. Door hinges shall be the continuous concealed piano type terminal cabinet and amplifier cabinet. so and no screws, rivets or bolts shall be visible outside the enclosure. Mounting than be as amplifier noted cabinet. in the contract. The cabinet door shall be fitted for a Best internal type lock. The Mounting n s splice tower cabinets the c contract. be Type F, with cabinet shall have ventilation louvers on the lower and upper sides complete with screens, filters and have rain tight gaskets. The nominal dimensions of 22" hi:h x 13" wide x 11" dee• and "1 cabinet door shall have a one piece weather proof neoprene gasket. constructed of cast aluminum and fitted with a Best internal lock. I. Page-SP-57 no Revision Date:May 19, 1997 9 9-30 Water Distribution Materials IIII -30 Water Distribution Materials 9-30 Water Distribution Materials SECTION 9-30.3(3) IS SUPPLEMENTED BY ADD G THE so 9-30.1 Pipe 9-30.3(3) Butterfly Valves (RC) SECTION 9-30.1(1)IS REVISED AS FOLLOWS: Butterfl valves shall be Dresser 450 or Pratt Groundho SECTION 9-30.3(5) HAS BEEN DELETED 9-30.1(1)Ductile Iron Pipe (RC) WITH THE FOLWING: AND PL4CED LO 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) , L cement-mortar lining meeting the requirements of AWWA C104. The valve markers shall be fabricated and installed in conformance with the Standard Drawings. . All other ductile iron pipe shall be Valve markers shall be carsonite com,'site utili ilk Standard Thickness Class 5250 or the thickness class as shown in .375"x 6'-0"or approved equal with blue label "water. marker the Plans. SECTION 9-30.3(7) HAS BEEN SUPPLEMENTED As ° 9-30.3 Valves FOLLOWS: MI SECTION 9-30.3(1)HAS BEEN REVISED AS FOLLOW: 9-30.3(7) Combination Air Release/Air Vacuum Valves (RC) 9-303(1) Gate Valves (RC) Air and vacuum release valves shall be APCO- Valve and Valves shall be designed for .a minimum water operating Pnur Corp, "Heavy-Duty," combination air release valve, or it pressure of 200 PSLiGate valves shall be Iowa List 14, Mueller equal. Company No A2380 Kennedy,or M&H. Installation.shall be per the City of Renton Standard Detail, 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 1" bypass installation. 9-30.3(8) Ta Sleeve and Valve Assembly(RC) Gate valves shall conform to AWWA C500 and shall be iron pp body, bronze-mounted, double disc with bronze wedging device Tapping sleeves t ,or shall approved pro iron, er al. iron lb and 0-ring stuffing box, epoxy coated steel,or other approved material RESILIENT SEATED GATE VALVES: SECTION 9-30.3(9)IS A NEW SECTION:: Resilient seated gate valves shall be manufactured to meet or Iii exceed the requirements of AWWA Standard C509 latest revisions, 9-30.3(9) BIow-01f Assembly(RC) All external and internal ferrous metal surfaces of the gate Permanent blow-off assembly shall be#78:Kupferle Foundry valve shall be coated for corrosion protection with fusion bonded Co. or approved equal. Installation of blow-off permanent bIow- epoxy. The epoxy coating shall be factory applied to all valve off assembly shall be per City of Renton Water Standard Detail, iii 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 assembl shall be installed at location s shown on the ,lans. shall be provided with two (2) internal 0-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. L ill resilient gate valve shall have.rubber sealing surfaces to permit bi- Temporary blow-off assemblies for testing and flashing of the L. directional flow. The stem shall be independent new water mains will not be included under this item and shall be ependent of the stem nut or integrally cast- considered incidental to the contract and no additional payment ow 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. Valves shall be designed for a minimum water operating FOLLOWING: pressure of 200 psi. 9-30.5 Hydrants (RC) End connections shall be mechanical joints, flanged joints or L mechanical by flanged joints as shown on the project plans. Fire hydrants shall be Iowa Corey Type (opening with the Resilient Seated Gate Valves shall be U.S. Metroseal 250, Aressure) or approved equal conforming to AWWA C-502-85 Clow,M&H Style 3067,Mueller Series 2370,Kennedy. Approval must be obtained prior to bid opening Approval of valves other than model specified shall be Compression type fire hydran ts (opening against pressure) obtained prior to bid opening. All gate valves less than 12 inches shall be Clow Medallion M&H 929 Mueller Su. r Centurion II in diameter shall include an 8"x24" cast iron gate valve box and ,conforming to AWWA C-502-85. 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) ' lit Hydrants shall be constructed with mechanical joint 4 connection unless otherwise s,- ified in bid .ro.,sal descri.tion. it Page-SP-58 Revicinn hale. AA.... .n inn, 9-30 Water Distribution Materials 9-30 Water Distribution Materials SECTION 9-30.5(2) IS DELETED AND REPLACED WITH s nthetic molded rubber :asket and shall be attached to h drant THE FOLLOWING: adapter with 1/8'coated stainless steel aircraft cable. %Is 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 1/2 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" Polybutalene Pipe C pentagon operating nut opened by turning counter clockwise(left). 9-30.6(3)C Fol Y P e(R ) stn The two 2-1/2" 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 9-30.6f4)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 x 5' Stortz. Stortz adapter shall be forged and/or FOLLOWS: extruded 6061-T6 aluminum alloy, hardcoat anodized. Threaded Meter Setters (RC) end portion shall have no lugs and 2 set screws 180 degrees apart. 9-30.6(5) 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. sot at :.r 410 WI t- Page-SP-59 kyr Revision Date:May 19, 1997 eke its its II WSDOT AMENDMENTS L LINV kip WSDOT AMENDMENTS WSDOT AMENDMENTS INDEX TO WSDOT AMENDMENTS WSDOT AMENDMENTS The following WSDOT Amendments shall be used in conjunction with the WSDOT/APWA 1996 Standard Specifications for Road, ifi sr 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 rr 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 me 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 so CONDITIONS AND EMBANKMENT (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. is 07.API 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- mit "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.AP1 SECTION 1-10, TEMPORARY TRAFFIC 02.AP3 SECTION 3-02, STOCKPILING CONTROL AGGREGATES (March 3, 1997) (March 3, 1997) A new Amendment. Sub-section 1-10.3(5) "Asphalt Concrete Aggregates" revised. Yr Temporary Traffic Control Devices is revised. Sub-section 1-10.5 Payment is added. SECTION 5 "Conformance to Established.Standards", "Traffic rr 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. ors' rr 1- Page-SP-60 Revision Date:May 19, 1997 too WSDOT AMENDMENTS WSDOT AMENDMENTS mirk SECTION 6 SECTION 8 02.AP6 SECTION 6-02, CONCRETE STRUCTURES 09.AP8 SECTION 8-09, RAISED PAVEMENTIrrt► (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 tee 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. fait Placement is added. Sub-section 6-02.3(11) Section revised St. Item from plural to singular. Curing Concrete is added. "Face Lumber, studs, Wales, and Metal Forms", 10.AP8 SECTION 8-10, GUIDE POSTS and "Field Bending" are revised. (September 30, 1996) A new Amendment. Sub-section 8-10.2 Materials 10.AP6 SECTION 6-10, CONCRETE BARRIER (March 3, 1997) is revised. Sub-section 8-10.3 Construction Requirements is revised. �I! A new Amendment. Sub-section 6-10.5 Payment is supplemented with an additional item. Sub- 11.AP8 SECTION 8-11, GUARDRAIL section 6-10.3(1) Precast Concrete Barrier is nark 3, 1997) added. Anchor Installation revised. "Precase Conc. Barrier" curing revised. 15.AP8 SECTION 8-15, RIPRAP (March 3, 1997) 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 (March 3, 1997) (March 3, 1997) Revised to include drywells. New standard item Construction Requirements revised. 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) ANCHORS Foundations is revised. Sub-section 8-20.3(13)A (March 3, 1997) Light standards is added. - This section is deleted in its entirety. "Equipment List and Drawings" revised. 21.AP8 SECTION 8-21, PERMANENT SIGNING 08.AP7 SECTION 7-08, GENERAL PIPE (March 3, 1997) INSTALLATION REQUIItIIVIENTS arch :1997) A new Amendment. Sub-section 8-21.3(6) Sign Refacing is revised. Sub-section 8-21.2 Materials ' A new Amendment Sub section 7-08.3(1)C Pipe is added. Sub-section 8-21.3(9)F Bases is added. Zone Bedding is renamed to Bedding the Pipe. Sub-section 8-21.3 Construction Requirements is Sub-section 7-08.3(2)D Pipe Laying—Steel or added. Aluminum, Sub-section 7-08.4 Measurement, and "Construction Requirements", and "Materials" Sub section 7-08.5 Payment are revised. "Materials", "Trenches", "Jointing of Dissimilar are revised. Pipe", and "Payment" are revised. 22.AP8 SECTION 8-22, PAVEMENT MARKING Ili "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. "Infiltration Test" revised. 18.AP7 SECTION 7-18, SIDE SEWERS (October 28, 1996) f Page-SP-61 Revision Date:May 19, 1997 W WSDOT AMENDMENTS WSDOT AMENDMENTS 10.AP9 SECTION 9-10, PILING SECTION 9 (September 30, 1996) A new Amendment. Sub-section 9-10.1 Timber so 01.AP9 SECTION 9-01, PORTLAND CEMENT Piling is revised. Sub-section 9-10.5 Steel Piling (September 30, 1996) is revised. A new Amendment. Sub-section 9-01.3 Tests and Use message revised. Acceptance is revised to reference "Mill Test Report Number". ow 11.AP9 SECTION 9-11, WATERPROOFING 02.AP9 SECTION 9-02, BITUMINOUS MATERIALS (March 3, 1997) Asphalt waterproofing revised. (March 3, 1997) "Anti Stripping Additive" revised. 12,tP9 SECTION 9-12, MASONRY UNITS " ` (March 3, 1997) 03.AP9 SECTION 9-03, AGGREGATES Revised. (March 3, 1997) A new Amendment. Sub section 9-03.15 Bedding 13.AP9 SECTION 9-13, RIPRAP, QUARRY SPALLS, es Material for Rigid Pipe is revised. Sub-section 9- SLOPE PROTECTION, AND ROCK WALLS 03.14(2) Select Borrow is revised. (March 3, 1997) "Gravel Backfill", revised to include drywells. "Concrete Slab Riprap" section deleted. so "Concrete SECTION 9-04,JOINT AND CRACK 16.AP9 SECTION 9-16, FENCE AND GUARDRAIL SEALING MATERIALS (March 3, 1997) (March 3, 1997) "Posts and Blocks", revised. "Joint Mortar" revised. 17.AP9 SECTION 9-17, FLEXIBLE GUIDE POSTS 05.AP9 SECTION 9-05, DRAINAGE STRUCTURES, (September 30, 1996) so CULVERTS, AND CONDUITS A new Amendment. Sub-section 9-17.1 General (March 3, 1997) is revised. A new Amendment. Sub-section 9-05.6(4) Structural Plate Pipe Arch, Sub-section 9- 21.AP9 SECTION 9-21, RAISED PAVEMENT 'r` 05.6(8)A Corrugated Steel Plates, and Sub-section MARKERS (RPM) 9-05.12(2) Profile Wall PVC Culvert Pipe and (September 30, 1996) Profile Wall PVC Storm Sewer Pipe are revised. A new Amendment. Sub-section 9-21.1(1) eir Ph sisal and Chemical Properties and Sub-section Sub-sections revised and added concerning piping- y Optical Requirements are revised. Sub- 9-21.2(2)Op "Coupling Bands" revised. section 9-29.6(5) Foundation Hardware is revised. 06,AP9 SECTION 9-06, STRUCTURAL STEEL AND 29.AP9 SECTION 9-29, ILLUMINATION, SIGNALS, "" RELATED MATERIALS ELECTRICAL (March 3, 1997) Se tember 30, 1996) A new Amendment. Sub-section 9-06.5(3) High Anew Amendment. Sub section 9-29.4 wor Strength Bolts is revised. Messenger Cable, Fittings is revised. "High Strength Bolts" and "Anchor Bolts" are revised. Correction to "Bolt, Nut, and Washer 33.AP9 SECTION 9-33, CONSTRUCTION .w Specifications. GEOTEXTILE 09,AP9 SECTION 9-09, TIMBER AND LUMBER (September 30, 1996)A new Amendment. Sub section 9-33.2 (March 3, 1997) Geotextile Properties is revised. 11.1 A new Amendment. Sub-section 9-09.3(1)B Placing in Treating Cylinders is revised.. r wr or, Page-SP-62 Revision Date: May 19, 1997 or WSDOT AMENDMENTS The following WSDOT Amendments are the complete text of all Amendments to the WSDOTIAPWA 1996 Standard Specifications for Road , Bridge and Municipal Construction, accepted and adopted by the e Special f Renton on May 19, 1997 and should be with any project spec Provisions contained within the contract document. Page-AMD-i Revision Date:May 19, 1997 Table of Contents WSDOT AMENDMENTS SECTION 1-04,SCOPE OF THE WORK March 3, 1997 .........................................................................................5 1-04.6 Increased or Decreased Quantities 5 SECTION 1-07,LEGAL RELATIONS AND RESPONSIBILITIES TO THE PUBLIC March 3, 1997 5 lie 1-07.9(5) Required Documents 5 1-07.11(10)B Required Records and Retention 5 1-07.13(4) Repair of Damage 5 SECTION 1-09,MEASUREMENT AND PAYMENT March 3, 1997 6 1-09.8 Payment for Material on Hand 6 SECTION 1-10,TEMPORARY TRAFFIC CONTROL March 3, 1997 6 1-10.2(1),-Traffic Control Supervisor 6 1-10.2(1) General 6 1-10.2(3) Conformance to Established Standards 8 1-10.3(1) Traffic Control Labor 8 1-103(2) Traffic Control Vehicle 8 1-103(5) Temporary Traffic Control Devices 8 1-10.4 Measurement 9 10 1-10.5 Payment 9 SECTION 2-03, ROADWAY EXCAVATION AND EMBANKMENT March 3, 1997 10 2-03.3(14)I Embankments at Bridge and Trestle Ends _ 10 2-033(14)K Select or Common Borrow Including Haul 10 SECTION 2-09, STRUCTURE EXCAVATION March 3, 1997 10 2-09.3(1)E Backfilling 10 2-09.4 Measurement 11 2-09.5 Payment 11 SECTION 3-02,STOCKPILING AGGREGATES March 3, 1997 11 3-02.3(1) Asphalt Concrete Aggregates 11 SECTION 6-02, CONCRETE STRUCTURES March 3, 1997 11 6-023(4)D Temperature and Time For Placement 11 6-02.3(11) Curing Concrete 12 6-02.3(17)J Face Lumber, Studs,Wales, and Metal Forms 12 6-02.3(24)A Field Bending 12 6-023(25)F Prestress Release 12 SECTION 6-10, CONCRETE BARRIER March 3, 1997 13 1e 6-10.3(1) Precast Concrete Barrier 13 6-10.5 Payment 13 SECTION 7-05, MANHOLES, INLETS, AND CATCH BASINS March 3, 1997 13 SECTION 7-05, MANHOLES, INLETS, CATCH BASINS, AND DRYWELLS 13 7-05.1 Description 13 7-05.2 Materials 13 7-05.3 Construction Requirements 14 7-05.4 Measurement 14 7-05.5 Payment 14 SECTION 7-06, CONCRETE PIPE ANCHORS March 3, 1997 15 ii Page-AMD-a Revision Date:May 19, 1997 or SECTION 7-08, GENERAL PIPE INSTALLATION REQUIREMENTS March 3, 1997 15 15 7-08.2 Materials 15 7-08.3(1)A Trenches 15 too 7-083(1)C Pipe Zone Bedding 15 7-08.3(1)C Bedding the Pipe 15 7-08.3(2)D Pipe Laying-Steel or Aluminum 16 7-08.3(2)G Jointing of Dissimilar Pipe 16 fro 7-08.4 Measurement 16 7-08.5 Payment SECTION 7-17,SANITARY SEWERS March 3, 1997 16 16 to 7-17.2 Materials 16 7-173(2)C Infiltration Test 17 *No SECTION 8-09,RAISED PAVEMENT MARKER March 3, 1997 17 8-09.1 Description 17 8-09.3 Construction Requirements 17 8-09.3(5) Recessed Pavement Marker 17 et 8-09.5 Payment 17 SECTION 8-11, GUARDRAIL March 3, 1997 17 fof 8-11.3(1)C Erection of Rail 17 8-113(1)D Anchor Installation 18 SECTION 8-15,RIPRAP Mardi 3, 1997 18 se 8-15.2 Materials 18 8-15.4 Measurement 18 SECTION 8-17, IMPACT ATTENUATOR SYSTEMS March 3,1997 18 aft 8-173 Construction Requirements 18 SECTION 8-20,ILLUMINATION,TRAFFIC SIGNAL SYSTEMS, 110 19 AND ELECTRICAL March 3, 1997 19 8-20.2(1) Equipment List and Drawings 19 8-20.3(13)A Light Standards 0,,, 19 SECTION 8-21,PERMANENT SIGNING March 3,1997 19 8-21.2 Materials 19 8-213 Construction Requirements 19 ` 8-213(4) Sign Removal 19 8-21.3(9)F Bases 20 8-213(10)A Sign Lighting Luminaires 20 ✓ 8-213(9)G Identification Plates 20 8-213(12) Steel Sign Posts 21 SECTION 8-22, PAVEMENT MARKINGS March 3,1997 21 w" 8-22.2 Materials 21 SECTION 9-02, BITUMINOUS MATERIALS March 3, 1997 21 9-02.4 Anti-Stripping Additive ow 21 SECTION 9-03, AGGREGATES March 3,1997 21 9-03.12 Gravel Backfill 21 ow 9-03.12(5) Gravel Backfill for Drywells 22 9-03.14(2) Select Borrow 22 SECTION 9-04,JOINT AND CRACK SEALING MATERIALS March 3, 1997 22 gm 9-04.3 Joint Mortar 22 SECTION 9-05,DRAINAGE S RUCTURES, CULVERTS, AND CONDUITS March 3, 1997 22 wr 9-05.4(7) Coupling Bands 22 9-05.12(1) Solid Wall PVC Culvert Pipe,Solid Wall PVC Storm Sewer Pipe, and PVC Sanitary Sewer Pipe........•• Page-AMD-iii Revision Date:May 19, 1997 am 9-05.12(1) Solid Wall PVC Culvert Pipe,Solid Wall PVC Storm Sewer Pipe, and Solid Wall PVC Sanitary Sewer Pipe22 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 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 9-093(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 UNITS March 3, 1997 25 9-12.4 Precast Concrete Manholes 25 9-123 Precast Concrete Catch Basins 2.6 9-12.7 Precast Concrete Drywells 26 SECTION 9-13,RIPRAP,QUARRY SPALLS, SLOPE PROTECTION, AND ROCK WALLS March 3, 1997 26 9-13.4 Concrete Slab Riprap 26 SECTION 9-16,FENCE AND GUARDRAIL March 3, 1997 26 9-163(1) Rail Element 26 9-163(2) Posts and Blocks 26 Wit 9-16.3(5) Anchors 27 a a l a Page-AMD-iv Revision Date:May 19, 1997 I-04.6 Increased or Decreased Quantities 1-07.13(4) Repair of Damage TC "SECTION 1-04, SCOPE OF THE WORK" }SECTION 1-04, SCOPE OF THE «� WORK March 3, 1997 a 1-04.6 Increased or Decreased Quantities VIM 5 The first sentence of Item no. 1 in the first paragraph is revised to read: f Either parry to the contract will be entitled to renegotiate the price for that portion of the actual quantity in excess of 125 percent of the ttw' original bid quantity. 9 Item no.2 in the first paragraph is revised to read: Either party to the contract will be entitled to an equitable adjustment if the actual quantity urn any performed is or decrease n �percent of 3 the original bid quantity. The equitable adjustment in the case of decreased quantities 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. tie Item no.4 in the second paragraph is deleted. irt TC "SECTION 1-07, LEGAL RELATIONS AND RESPONSIBILITIES TEOS O TO}SECTION 1-07, LEGAL RELATIONS AND RESPONSIBILITI THE PUBLIC I March 3, 1997 eft 2 1-1-07.9(5) Required Documents The fifth sentence of the third paragraph is revised to read: 5 Employee labor descriptions used on certified payrolls shall coincide exactly with the labor Contractor to compare with labor listed in the the contract unless the Engineer approves an alternate method to identify labor used by contract provisions. 1-07.11(10)B Required Records and Retention n 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 to the All Contractors/Subcontractors having contracts of 100 corm re that Contractor/Subcontractor d shall submit WSDOT to this form 82a�on for all Project Engineer by the fifth of the month during the +mot, Contracting Agency funded projects, and those Federally funded projects under$100,000. 7 ,,,,,, 1-07.13(4) Repair of Damage q The second sentence of the first paragraph is revised to read: toe. 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 I Page AMD-5 Revision Date:May 19, 1997 IN 1-09.8 Payment for Material on Hand 1-10.2(1) General Ai l { 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. 8 { TC "SECTION 1-10, TEMPORARY TRAFFIC CONTROL" }SECTION 1-10, 1 9 TEMPORARY TRAFFIC CONTROL o March 3, 1997 1 1-10.2(1) Traffic Control Supervisor go 2 This section is revised to read: 3 4 1-10.2(1) General 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 id 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 40 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. 111 6 7 3. 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 NO 9 agencies, school districts, and transit companies. 0 0 Page-AMD-6 Revision Date:May 19, 1997 1-10.2(1) 1-10.2(1) General -10.2(1) General r 4. Overseeing all requirements of the contract which contribute to the convenience, safety, and orderly movement of vehicular and pedestrian traffic. +r► d 5. Having the latest adopted edition of the MUTCD including the Modifications to the MUTCD for Streets and Highways for the State of Washington and applicable standards and specifications available at all times on the project. 6. Attending all project meetings where traffic management is discussed. ,+yr 7. Review TCS's diaries daily and be responsible for knowing "field" traffic control operations. 7' 1-10.2(1)B Traffic Control Supervisor A 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. w g The TCS's duties shall include: - 1. Inspecting traffic control devices and nighttime lighting for proper location, installation, 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 he nwotro�dg hours when they are initially set up (during daylight or 4 inspected once during darkness, 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: a. 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 IMP e. Observations of traffic conditions. 3. Ensuring that corrections are made if traffic control devices are not functioning as required. 41"09 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 the Engineer. •5 The TCS may perform the work described by "Traffic Control Labor" as long as the duties of the TCS are 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-AMID-7 Revision Date:May 19, 1997 tr 1-10.2(3) Conformance to Established Standards 1-10.3(5) Temporary Traffic Control Devices it 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 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: 4 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 IS 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 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 obi 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. 1 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 Irwi 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 0 Page-AMD-8 Revision Date:May 19, 1997 1-10.4 Measurement 1-10.5 Payment sr 1-10.4 Measurement — The fourth paragraph is revised to read: 3 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 6 Engineer authorizes the TCS to be on the jobsite during non-working shifts. ow The following paragraph is inserted after the fourth paragraph: 9 No unit of measure will apply to the position of traffic control manager and it will be considered incidental to unit contract prices. When i�l be specified traffic lfor thegtrafficrcontrol supervi oof the traffic control supervisor, 2 measurement and payment ,w, The sixth paragraph is revised to read: 5 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. 1-10.5 Payment The bid item "Traffic Control Supervisor", per day, is revised to read: "Traffic Control Supervisor", per hour. The first paragraph following the bid item "Traffic Control Supervisor" is revised to read: The unit contract price per hour for "Traffic Control Supervisor" shall be full pay for each hour a person performs the duties described in Section 1-10.2(1)B including when performing traffic control labor duties. ^ Under the bid item "Temporary Traffic Control Devices", the reference to "Section 1-10.3(9)", is revised to read "Section 1-10.3(5)". The first paragraph following the bid item"Traffic Control Vehicle" is revised to read: „or The unit contract price per day shall be full pay for all costs involved in furnishing the vehicle or vehicles for 8 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". 1 The last paragraph of this section is deleted. ow Page-AMD-9 Revision Date:May 19, 1997 or 2-03.3(14)I Embankments at Bridge and Trestle Ends 2-09.3(1)E Backfillinp_ 1 { TC "SECTION 2-03, ROADWAY EXCAVATION AND EMBANKMENT" 2 }SECTION 2-03, ROADWAY EXCAVATION AND EMBANKMENT 3 March 3, 1997 op 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 1 and compacted concurrently. The difference in backfill height against each abutment shall not exceed 2 feet op 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/ft3 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 o any added cost that results from the change. 1 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). s { TC "SECTION 2-09, STRUCTURE EXCAVATION" }SECTION 2-09, 6 STRUCTURE EXCAVATION vita 7 March 3, 1997 VIO 8 2-09.3(1)E Backfilling 9 The specifications for Controlled Density Fill in the fourth paragraph are revised to read: o 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.) 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 0 Page-AMD-l0 Revision Date:May 19, 1997 2-09.4 Measurement 6-02.3(4)D Temperature and Time For Placement Olt 1 2-09.4 Measurement +r. 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: yr. For all pipes, pipe arches, structural plate pipes, and underpasses, the structural excavation quantity will be 6 calculated based on the following trench width: For drain and underdrain pipes, trench width = I.D. + 12 inches. 9 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. Oly 2 Under "Horizontal Limits" the following new paragraph is added: For drywells, the limits shall be in accordance with the Standard Plans. 5 The paragraph for "Gravel Bac1(0" is revised to read: ow 8 Gravel Backfill Gravel backfill, except when used as bedding for culverts and storm sewer pipes, will be measured by the U. cubic yard in place determined by the neat lines required by the Plans. I 2-09.5 Payment The paragraph between the bid items "Gravel Backfill (kind)" and "Controlled Density Fill" is deleted. 4 { TC "SECTION 3-02, STOCKPILING AGGREGATES" }SECTION 3-02, STOCKPILING AGGREGATES ues March 3, 1997 • wit 3-02.3(1) Asphalt Concrete Aggregates The first paragraph is revised to read: w produced g they apply 0 Aggregates for Classes A, B and E shall be roduced or furnished in the following sizes as the a 1 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. oir { TC "SECTION 6-02, 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-11 Revision Date:May 19, 1997 tor 6-02.3(11) Curing Concrete 6-02.3(25)F Prestress Release 1 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 1 4 6-02.3(11) Curing Concrete S 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, tali 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 I air 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 a 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 o 6-02.3(25)F Prestress Release wry 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 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 the minimum concrete compressive strength at release is allowed, the Contractor shall bear any added cost that 2 results from the change. ✓ice Page-AMD-12 Revision Date:May 19, 1997 Iii err 6-10.3(1) Precast Concrete Barrier 7-05.2 Materials { TC "SECTION 6-10, CONCRETE BARRIER" }SECTION 6-10, CONCRETE :vie BARRIER March 3, 1997 6-10.3(1) Precast Concrete Barrier ;40,, The first two paragraphs are replaced with the following paragraph: 5 The concrete in precast barrier shall be Class 4000 and comply with the provisions of Section 6-02.3. No concrete barrier shall be shipped until test cylinders made of the same concrete and cured under the same 9 conditions show the concrete has reached 4000 psi. „e„ 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 5 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. low 6-10.5 Payment "r Section 6-10.5, Payment, is supplemented with the following: r "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: err 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". irr 7-05.2 Materials qv_ This section is supplemented with the following: 6 Crushed Surfacing Base Course 9-03.9(3) wit Gravel Backfill For Drywells 9-03.12(5) Page-AMD-13 Revision Date:May 19, 1997 err 7-05.3 Construction Requirements 7-05.5 Payment 1111/ 1 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 1 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: dro 7 8 Mortar shall conform to the requirements of Section 9-04.3. 9 O The 15th paragraph is revised to read: 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: rtil. 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_ rid 9 Upon final acceptance of the work, all manholes, catch basins, inlets, drywells, and other drainage structures O shall conform to the requirements of the Standard Plan except as approved by the Engineer. 1 NI 2 7-05.4 Measurement 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. Page-AMD-I4 Revision Date:May 19, 1997 a 7-08.2 Materials 7-083(2)D Pipe Laying-Steel or Aluminum ere 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 7-06, CONCRETE PIPE ANCHORS" }SECTION 7-06, s" CONCRETE PIPE ANCHORS March 3, 1997 me 7 This section is deleted in its entirety. { TC "SECTION 7-08, GENERAL PIPE INSTALLATION REQUIREMENTS" r }SECTION 7-08, GENERAL PIPE INSTALLATION REQUIREMENTS March 3, 1997 7-08.2 Materials 7 This section is revised to read: +w. Materials shall meet the requirements of the following sections: Gravel Backfill for Foundations 9-03.12(1) itt Gravel Backfill for Pipe Zone Bedding 9-03.12(3) R Bedding Material for Thermoplastic Pipe 9-03.16 n 7-08.3(1)A Trenches 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 by the Engineer. aft 5 7-08.3(1)C Pipe Zone Bedding 7 This section heading is revised as follows: 9 7-08.3(1)C Bedding the Pipe In the first sentence of the first and second paragraph, the word "material" is inserted after "Pipe zone bedding". 3 7-08.3(2)D Pipe Laying - Steel or Aluminum The first paragraph is revised to read: 6 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 +mod together with approved bands. Page-AMD-15 Revision Date:May 19, 1997 ■rr 7-08.3(2)G Jointing of Dissimilar Pipe 7-17.3(2)C Infiltration Test 2 7-08.3(2)G Jointing of Dissimilar Pipe 3 This section is revised to read: r 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. a 7 8 7-08.4 Measurement 9 The following new paragraph is inserted after the first paragraph: 0 1 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 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 O All costs associated with furnishing and installing bedding and backfill 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 9 SEWERS • o March 3, 1997 1 7-17.2 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 it 9 7-17.3(2)C Infiltration Test O The reference to "(in liters per hour)" in the formula in the second paragraph is revised to read "(in gallons per i 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 • PAVEMENT MARKER 3 March 3, 1997 S 8-09.1 Description The word "raised" is deleted from the first and second sentences. Eli 6 8-09.3 Construction Requirements s This Section is revised by adding the following new Section: e 8-09.3(5) Recessed Pavement Marker 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. aL 8-09.5 Payment The first paragraph is supplemented with the following new bid item: its "Recessed Pavement Marker", per hundred. «fir The second paragraph is revised to read: n 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. as TC "SECTION 8-11, GUARDRAIL" }SECTION 8-11, GUARDRAIL March 3, 1997 8-11.3(1)C Erection of Rail 8 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 it The heading is revised to read: 5 Terminal and Anchor Installation WIN 8 The reference to "steel tubes" in the third paragraph is revised to read "foundation tubes". Page-AMD-17 Revision Date:May 19, 1997 MO • 8-15.2 Materials 8-20.2(1) Equipment List and Drawings 1 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. s { 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: :01 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, IMPACT ATTENUATOR SYSTEMS o March 3, 1997 . 1 8-17.3 Construction Requirements 1r 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 Sri 0 Assembly and installation shall be in accordance with the manufacturer's recommendations. 1 { TC "SECTION 8-20, ILLUMINATION, TRAFFIC SIGNAL SYSTEMS, AND 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 a 8-20.3(13)A Light Standards 8-21.3(9)F Bases ois 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. 8-20.3(13)A Light Standards 5 The first sentence of Item No. 2 in the third paragraph is deleted. f The first sentence of Item No. 4 in the third paragraph is deleted. { TC "SECTION 8-21, PERMANENT SIGNING" }SECTION 8-21, PERMANENT r SIGNING March 3, 1997 8-21.2 Materials too The second sentence of the first paragraph is revised to read: Materials for sign bridges, cantilever sign structures, roadside sign structures, and sign mounting shall meet the requirements of Section 9-06. 8-21.3 Construction Requirements 8-21.3(4) Sign Removal 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 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 baclfill the hole to the satisfaction of the Engineer. Where an existing sign post is located within a sidewalk area, the Contractor shall remove the 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 7 The second sentence of the second paragraph is revised to read: aim Page-AMD-19 or Revision Date:May 19, 1997 8-21.3(10)A Sign Lighting Luminaires 8-22.2 Materials Spiral foundation reinforcement shall conform to ASTM A 82 for sign post bases and Section 9-07 for all 2 other sign structure bases. Sri 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. ii 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 ei 1 This section is revised by adding the following new sections: 2 aill 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 011 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 o 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. a 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 o 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 a 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 a s MARKINGS 6 March 3, 1997 7 8-22.2 Materials 8 The first sentence is revised to read: 9 o Material for pavement marking shall be paint or plastic as noted in the bid item and selected from approved materials listed in the Qualified Products List. 2 3 8-22.4 Measurement Page-AMD-20 Revision Dale:May 19, 1997 ii 9-02.4 Anti-Stripping Additive 9-03.14(2) Select Borrow • The second sentence of the eighth paragraph is revised to read: Removal of traffic markings or stripes in excess of 4 inches in width will be measured by the square yard for the area actually removed. TC "SECTION 9-02, BITUMINOUS MATERIALS" }SECTION 9-02, BITUMINOUS MATERIALS o. March 3, 1997 se 9-02.4 Anti-Stripping Additive This section is revised in its entirety to read: 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. 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. s { TC "SECTION 9-03, AGGREGATES" }SECTION 9-03, AGGREGATES March 3, 1997 9-03.12 Gravel Backfill 618 This section is supplemented with the following new section: O o 9-03.12(5) Gravel Backfill for Drywells Gravel backfill for drywells shall meet the requirements for coarse aggregate for Portland cement concrete, Grading No. 4 in accordance with Section 9-03.1(3)C. 3 , ,e ti 9-03.14(2) Select Borrow 5 The sand equivalent requirement in the first paragraph is revised to read "25 min." +rr Page-AMD-21 Revision Date:May 19, 1997 am 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 to 8 water to allow proper workability. 9 { TC "SECTION 9-05, DRAINAGE STRUCTURES, CULVERTS, AND CONDUITS" 4. 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 l 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. wig 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" • 0 so 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. Nei 4 s 9-05.12(2) Profile Wall PVC Culvert Pipe and Profile Wall PVC Storm Sewer Pipe 1r 6 The section heading is revised to read: 7 Page-AMD-22 Revision Date:May 19, 1997 r1IfI _r 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 Orr 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 7.r M 304 or ASTM F 794 Series 46. Profile wall PVC sanitary sewer pipe shall meet the requirements of ASTM 8 F 794 Series 46. The maximum pipe diameter shall be as specified in the Qualified Products List. Air► The first sentence of the third paragraph is revised to read: Qualified producers are identified in the Qualified Products List. • 4 The fifth paragraph is revised to read: ,ip Fittings for profile wall PVC pipe shall meet the requirements of AASHTO M 304 or ASTM F 794 Series 46. 7 asr 9-05.19 Corrugated Polyethylene Culvert Pipe - The second sentence of the first paragraph is revised to read: The maximum pipe diameter shall be as specified m the Qualified Products List. rrr The first sentence of the fourth paragraph is revised to read: 4 Qualified producers are identified in the Qualified Products List. se 9-05.20 Corrugated Polyethylene Storm Sewer Pipe ^ The first subparagraph in the first paragraph is revised to read: 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. 2 { TC "SECTION 9-06, STRUCTURAL STEEL AND RELATED MATERIALS" }SECTION 9-06, STRUCTURAL STEEL AND RELATED MATERIALS , .., March 3, 1997 This section is revised by adding the following: -J 9-06.16 Roadside Sign Structures rr 8 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. �• 1 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, ores ASTM specified shall conformbo AASHTO M acceptable 4 alternate to the AASHTO M 183 posts. All steel not otherwise Page-AMD-23 wr Revision Dale. May 19, 1997 9-06.5(3) Hi 1.t-en th 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 3 222, 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 vim O anchor bolts ASTM 304 stainless steel for threaded 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 5 follows: 6 7 Type 2A 17,000 to 21,000 lb. 8 Type 2B 47,000 to 57,000 lb. 9 O For multi-directional breakaway base connectors, shims shall be fabricated from pregalvanized sheet steel. For 1 one-directional breakaway base connectors, single post or multi-post, shims shall be fabricated from brass 2 conforming to ASTM B 36. 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 O 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: • 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. ow 0 1 9-06.5(5) Bolt, Nut, and Washer Specifications a 2 The ASTM Specification for "Washers - High Strength Bolts" is revised to read "F 436". Ml Page-AMD-24 Revision Dale:May 19, 1997 9-09.3(1)B Placing in Treating Cylinders 9-12.5 Precast Concrete Catch Basins 7 { TC "SECTION 9-09, TIMBER AND LUMBER" }SECTION 9-09, TIMBER AND LUMBER 3 March 3, 1997 a 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 Requirements Table are deleted. The references to Lodgepole Pine in the Lumber Grade Requirements table are deleted. Er { TC "SECTION 9-11, WATERPROOFING" }SECTION 9-11, WATERPROOFING March 3, 1997 9-11.1 Asphalt for Waterproofing In the second paragraph, the reference to "ASTM C987" is revised to read "ASTM D41". { TC "SECTION 9-12, MASONRY UNITS" }SECTION 9-12, MASONRY UNITS March 3, 1997 9-12.4 Precast Concrete Manholes et This section is revised to read: Precast concrete manholes shall meet the requirements of AASHTO M 199. .ry The joints may be the tongue and groove type or the shiplap type, sufficiently deep to prevent lateral displacement. est 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 ••b III. The synthetic fiber shall be added at a rate of 0.75 pounds per cubic yard of concrete and shall be 6 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 ask 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. die 9-12.5 Precast Concrete Catch Basins al This section is supplemented with the following: 3 Knockouts or cutouts may be placed on all four sides and may be round or D shaped. -5 6 Section 9-12 is supplemented with the following new section: • Page-AMD-25 Revision Date:May 19, 1997 me 9-12.7 Precast Concrete Drgwelis 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 Ill 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, RIPRAP, 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 o Guide to Standardized Highway Barrier Hardware" published by AASHTO, AGC, and ARTBA. All rail i 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 a 9-16.3(2) Posts and Blocks 5 The second sentence of the first paragraph is revised to read: sw 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 9-16.3(5) Anchors 1 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 a 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 Il lj L SPECIAL PROVISIONS I. ww NO DIVISION 1 GENERAL REQUIREMENTS 1-01 DEFINITIONS AND TERMS op 1-01.3 Definitions(APWA Only) Add the following definitions: r• CITY +rr The City of Renton Substantial Completion Date (APWA Only) ar 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 110 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. to Acceptance Date(APWA Only) The date the Contracting Agency accepts the completed contract and items of work shown in the final estimate. 1-02 BID PROCEDURES AND CONDITIONS or 1-02.4 Examination of Plans,Specifications,and Site Work IS 1-02.4(1) General OD Add the following to the end of Section 1-02.4(1): Locations of existing utilities shown on the Drawings are approximate and some existing utilities may have been omitted. It is the Contractor's responsibility to verify the locations and elevations of existing pipelines, structures, grades, and utilities prior to construction. The Owner assumes no responsibility for any conclusions or interpretations made by the Contractor on the basis of the information made available. 1-02.5 Proposal Forms ON Delete the first sentence of this section and replace with the following: H:FILESYS:WTR-27-3142:Spec Provl-17.doc/RLM/tb Page 1 rr 1 The Proposal and associated forms are included in these Contract Documents under Documents • Submitted in Sealed Bid Package. These forms shall not be altered by the bidder. Reference herein to the Proposal Form(s) shall mean the "Proposal" and "Schedule of Prices." mar 1-03 AWARD AND EXECUTION OF CONTRACT ait 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) vii The contract award or bid rejection will occur within 30 calendar days after the bid opening. 1-04 SCOPE OF THE WORK 1-04.12 Hours of Work(Additional Section) a General hours of work for the Project shall be limited to the hours of 7:00 a.m. to 5:00 p.m. 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 writing prior to the start of construction work. The CONTRACTOR shall give a minimum of 48 hours so 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. 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: The CONTRACTOR will lay out and set any construction stakes and marks needed to establish the lines, grades, slopes, cross-sections, and curve superelevations. a 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. 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 Measurement and Payment. a S H:FILESYS:WTR-27-3142:Spec Prov1-17.doc/RLM/tb Page 2 did r 1-05.5(2) Construction Staking(Supplemental Section) The CONTRACTOR shall be responsible for securing the services of a professional land surveyor registered in the State of Washington who shall provide all required survey work, construction staking and as-builting 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 the Measurement and Payment section of the special provisions.This staking shall consist of, but not limited to: Utility Construction limits ,rr Alignments and Grade Stakes(w/offsets, 50'max. interval) Valve location, horizontal and vertical bends, air-vacuum release assemblies,manhole location. Grading Limits and Grades Monuments(Reference and Restoration) Right-of-Way and Easement Limits Locating and Resetting of Key Landscape Features,Fences, etc. The CONTRACTOR shall supply the CITY with required survey notes and notify the CITY for inspection of the staking at least two working days in advance of the work taking place. 'o""' The CONTRACTOR shall assume full responsibility for the accuracy of the staking and shall provide all replacement staking or restaking as needed. The CITY will provide the contractor's surveyor with the horizontal and vertical control needed to perform the construction surveying. The CONTRACTOR's surveyor shall provide the ENGINEER the original field notes and a set of the field notes which shall contain as-constructed locations of the improvements constructed under this CONTRACT. ,., These notes shall contain as a minimum the center line station and offset and cut to each cut stakes and offsets, 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 supplied to the CONTRACTOR's surveyor by the CITY on request. It shall be the CONTRACTOR's responsibility to record the location, by centerline station, offset, and depth below pavement or finish grade of all existing utilities uncovered or crossed during his work as covered under this project. Water and Storm Water Alignment and Grade Stakes +rrr (50'max. interval for laser control) lid (30'max. interval for batter boards) 1-06 CONTROL OF MATERIAL 1-06.1 Source of Supply and Quality of Materials (Supplemental Section) +�r No source has been provided for any materials necessary for the construction of this improvement. H:FILESYS:WTR-27-3142:Spec Prov1-17.doc/RLM/tb Page 3 The Contractor shall arrange to obtain the necessary materials at his own expense, and all us costs of acquiring, producing, and placing this material in the finished work shall be included in the unit contract prices for the various items involved. If the sources of materials provided by the Contractor necessitates hauling over roads other than City streets, the Contractor shall, at his own cost and expense, make all arrangements for the use of the haul routes. 1-06.7 Shop Drawings and Submittals(Additional Section) 1-06.7(1) General(Additional Section) rri Shop drawing and submittal review will be limited to general design requirements only, oil and shall not relieve the Contractor from responsibility for errors or omissions, or responsibility for consequences due to deviations from the contract documents. No changes may be made in any submittal after it has been reviewed except with written notice and approval from the Owner. By approving shop drawings, submittals, and any samples, the Contractor thereby represents that he has determined and verified all field measurements, field construction criteria, materials, catalog numbers, and similar data, and that he has checked and coordinated each shop drawing with the requirements of the work and of the contract documents. a Shop drawing and submittal data for each item shall contain sufficient information on each item to determine if it is in compliance with the contract requirements. Owner will pay the costs and provide review services for a first and second review of each submittal item. Additional reviews shall be paid by the Contractor by withholding the appropriate amounts from each payment estimate. Shop drawing and submittal items that have been installed in the work but have not been approved through the review process shall be removed and an approved product shall be furnished, all at the Contractor's expense. The Contractor shall review each submittal and provide approval in writing or by stamping with a statement indicating that the submittal has been approved and the it Contractor has verified dimensional information, confirmed that specified criteria has been met, and acknowledges that the product, method, or information will function as intended. +iw 1-06.7(2) Required Information (Additional Section) Submit five copies of each submittal to the Engineer. Shop drawings and submittals shall be submitted on 8'Y2"x11", 11"x17", or 22"x34" sheets and shall contain the following information: 1. Project 2. Contractor 3. Engineer iso 4. Owner 5. Applicable specification and drawings reference. H:FILESYS:WTR-27-3142:Spec Prov1-17.doc/RLM/tb Page 4 l r 6. A stamp showing that the Contractor has checked the equipment for conformance INN with the contract requirements, coordination with other work on the job, and dimensional suitability. yr 7. A place for the Engineer to place a 3-inch by 4-inch review stamp. 8. Shop or equipment drawings, dimensions, and weights 9. Catalog information 10. Manufacturer's specifications 11. Special handling instructions 12. Maintenance requirements 13. Wiring and control diagrams �r. 14. List of contract exceptions 15. Other information as required by the Engineer 1-06.7(3) Review Schedule (Additional Section) Shop drawings and submittals will be reviewed as promptly as possible, and transmitted to Contractor not later than 10 working days after receipt by the Engineer. The Contractor shall revise and resubmit as necessary to obtain approval. Delays caused by the need for re-submittal may not be a basis for an extension of contract time or delay damages at the discretion of the Owner. At least one set of shop drawings will be IMO returned to the Contractor after review. Additional sets will be returned to the Contractor, if remaining. to 1-06.7(4) Substitutions(Additional Section) Any product or construction method that does not meet these specifications will be considered a substitution. Substitutions must be approved prior to their installation or NW use on this project. 1-06.7(5) Submittal Requirements (Additional Section) err The following submittal items shall be provided to the Engineer by the Contractor and additional submittal information shall be provided to the Engineer by the Contractor if required by the Engineer: 1St 5-04 Asphalt Concrete Pavement Materials 7-05 Manholes,Inlets, and Catch Basins 7-06 Concrete Anchor Blocks 7-10.3 Pipe Foundation and Bedding Materials 7-10.3 Backfilling of Trenches NO 9-05.12(3)CPEP Sewer Pipe 9-30 Ductile Iron Pipe and Fittings 9-30 Gate Valves 9-30 Fire Hydrants, Combination Air-Vac. Release Assemblies ar +rr H:FILESYS:WTR-27-3142:Spec Prov1-17.doc/RLM/tb Page 5 rr 1-07 LEGAL RELATIONS AND RESPONSIBILITIES TO THE PUBLIC 1-07.1(1) Archaeological Discoveries and Historic Preservation Clause(Addition) The Contractor shall adhere to the National Historic Preservation Act of 1966 and 36 CFR 800 which provide for the preservation of potential historical, architectural, archaeological, or cultural resources (herein called "cultural resources")and fair compensation to the Contractor for delays resulting from such cultural resources investigations. In the event that potential cultural resources are discovered during subsurface excavations at the site of construction,the following procedures shall be instituted: 1. The Owner shall issue a Work Suspension Order directing the Contractor to cease all construction operations at the location of such potential cultural resources find. r�rit 2. If archaeological findings include human remains, the Engineer shall contact a qualified archaeologist in consultation with the State Historic Preservation Officer(SHPO)to evaluate the remains. 3. Such Work Suspension Order shall be effective until such time as a qualified archaeologist can be called by the Engineer to assess the significance of these potential cultural resources and make recommendations to the State Historical Preservation Officer. If the archaeologist, in consultation with State Historic Preservation, determines that the potential find is a significant cultural resource,the Owner shall extend the duration of the Work Suspension Order. 4. Suspension of work at the location of the find shall not be grounds for any claim by the Contractor unless the suspension extends beyond the contract working days allowed for the rti project, in which case the Engineer will make an adjustment for increased cost of performance of the contract. a 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 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 a is backfilled and compacted. The restoration of the distributed lawn area shall be performed under the following guidelines: a 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. a H:FILESYS:WTR-27-3142:Spec Prov1-17.doc/RLM/tb Page 6 iti wr iso 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. 41110 D. Barriers shall be erected, with warning signs where necessary, to preclude pedestrian traffic 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 growth. 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 of all property owners will be furnished by the CONTRACTING AGENCY. The CONTRACTOR shall further notify each occupancy a minimum live of three days prior to construction adjacent to each property. - 1-07.16(3)A Protection and Restoration of Existing Markers and Monuments (Additional Section) All existing survey monuments and property corner markers shall be protected from movement or damage or by the Contractor. All existing markers and/or monuments that are damaged or removed for construction purposes shall be referenced by survey ties and then replaced by the Contractor. The Contractor shall coordinate work with the City Engineer and City staff to reference the markers and/or monuments and '""' replace them, as required by state law. All existing property corner markers disturbed or removed by the Contractor's operations shall be replaced at the Contractor's own expense. ar or IOW H:FILESYS:WTR-27-3142:Spec Prov1-17.doc/RLM/tb Page 7 IWO 1-09 MEASUREMENT AND PAYMENT tit 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 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 rii 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. 1-09.14(B) ww Bid Item 1 -Mobilization& Demobilization 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 based on the percent of completed work as defined in the 1996 Standard Specifications for Road, Bridge, and Municipal Construction (WSDOT) for mobilization. Such payment will be complete compensation for all mobilization of employees, equipment and materials, preparation of all necessary submittals, bonds, insurance, site improvements, etc. all in conformance with the Contract Documents. Bid Item 2 -Trench Excavation Safety Systems Measurement for trench excavation safety systems will be based on a percentage defined as the amount of water, and storm pipelines installed divided by the total length of water and storm 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. H:FILESYS:WTR-27-3142:Spec Prov1-17.doc/RLM/tb Page 8 lop Bid Item 3-Construction Surveying, Staking,and As-Builts 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. ow 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 4. 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. Bid Item 4-Traffic Control 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, "w"' equipment, property owner notification of project work, 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 or work in conformance with the Contract Documents. The Contractor shall provide and install two project signs, to the design shown in the standard details. The locations will be determined in the field by the Engineer. The signs will become property of the Contractor at the end of the contract. No separate pay item is provided for the project signs and the cost for construction and placing the signs will be included in the Lump Sum price for Traffic Control. Bid Item 5-Temporary Erosion/Sedimentation Controls 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. .r Erosion control includes catch basin protection, filter fabric fences, hay bales,placement of plastic sheets over exposed soil and stockpiles, seeding, mulching, netting, cleaning catch basins, temporary sediment 'ow ponds, etc., and any other activities needed to control erosion from the project. The surface water control requirements of King County shall apply and the King County, Washington, Surface Water Design Manual shall be used for sizing of all facilities. war Payment for temporary erosion/sedimentation control(s)will be at the lump sum amount bid. wr Bid Items 6,7,8- Class 52,Ductile Iron Water Pipe with Poly-wrap,and Ductile Iron Fittings,4-inch Diameter Class 52,Ductile Iron Water Pipe with Poly-wrap,and Ductile Iron Fittings,6-inch Diameter Class 52,Ductile Iron Water Pipe with Poly-wrap,and Ductile Iron Fittings,8-inch Diameter +r. Measurement for furnishing and installing water pipes and fittings of the size, type and class specified will be based on the actual lineal footage measured horizontally over the centerline of the installed pipe. OS H:FILESYS:WTR-27-3142:Spec Prov1-17.doc/RLM/tb Page 9 rr Payment for furnishing and installing water pipes and fittings of the size, type and class specified shall • cover the complete cost of providing all labor, materials, equipment required 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, fit • 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, 4041°111111: 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, • Testing,poly-pigging, disinfecting and flushing of water mains • Replacing,protecting and/or maintaining existing utilities Bid Items 9, 10- Gate Valve Assembly,6-inch Gate Valve Assembly,8-inch Measurement for furnishing and installing gate valve assemblies of the size and type specified will be per each for each gate valve assembly installed in conformance with the Standard Plans, Contract Specifications and Details. Payment for furnishing and installing gate valve assemblies of the size and type specified shall cover the complete cost of providing all labor, materials, equipment and all incidental work necessary to complete the work specified in the contract documents and plans, and shall include but not be limited to the following: +rr • 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 valves of the size and type shown, valve boxes and cover, stem extensions, valve location marker, shackle rods, polyethylene encasement, adjustment to finished grade, and all incidentals, • Placing and compacting of bedding materials, • Placing and compacting trench backfill, • Replacing, protecting and/or maintaining existing utilities li H:FILESYS:WTR-27-3142:Spec Prov1-17.doc/RLM/tb Page 10 a Bid Item 11 - 5.25-Inch Fire Hydrant Assembly Measurement for furnishing and installing fire hydrant assemblies will be per each for each fire hydrant assembly installed in conformance with the Contract Documents. .r 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 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 wr 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, • Testing,poly-pigging, disinfecting and flushing of new hydrants Replacing,protecting and/or maintaining existing utilities ar Bid Item 12 - 3/4-Inch Water Service,Meter Setter,Meter Box and Connection Bid Item 13 - 3/4-Inch Water Service,Meter Setter,Meter Box and Connection (with no meter) .r 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 log 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 Iwo 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, eis • 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, H:FILESYS:WTR-27-3142:Spec Prov1-17.doc/RLM/tb Page 11 • Placing and compacting trench backfill, • Replacing, protecting and/or maintaining existing utilities, • Restoration of public and private properties, Bid Item 14- 1-Inch Air and Vacuum Release Valve Measurement for furnishing and installing air release valve 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 air-release valve of the type and size shown size as shown shall be rli full pay to complete the work specified in the contract documents and plans, and shall include but not be limited to the following: • 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 corporation stops for 1-inch water,tapped tees • Final connection to the 1-inch air and vacuum release valve,per Renton standard detail BR50 • Placing and compacting of bedding materials • Placing and compacting trench backfill • Replacing, protecting and/or maintaining existing utilities • Restoration of public and private properties Bid Item 15- Connection to Existing Water Mains 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: i • 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 to 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, • Replacing, protecting and/or maintaining existing utilities H:FILESYS:WTR-27-3142:Spec Prov1-17.doc/RLM/tb Page 12 a Bid Item 16-Wet Tap Connection to Existing Water Mains,including gate valve assembly • Measurement for furnishing and installing tapping gate valve assembly of the size and type specified will tai be per each tapping gate valve assembly installed in conformance with the Standard Plans, Contract Specifications and Details. Payment for furnishing and installing tapping gate valve assemblies of the size and type specified 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 vow 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 lop excavated material and the like, • Stockpiling suitable excavated material for use as pipe bedding and trench backfill as directed by the Engineer, WOO • 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, IV 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, .r. • Furnishing bedding materials, placing and compacting pipe bedding, as shown on the plans, • Placing and compacting trench backfill, Replacing, protecting and/or maintaining existing utilities a Bid Item 17- Concrete for Thrust Blocking,Dead-Man Anchor Blocks Measurement for concrete for thrust blocking, dead-man anchor blocks will be per cubic yard for all +w► 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 .r� 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. Bid Item 18-Removal of Existing fire hydrants,valve boxes& other Appurtenances 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. nr a H:FILESYS:WTR-27-3142:Spec Prov1-17.doc/RLM/tb Page 13 MOP Si Payment for removal of existing fire hydrants, valve boxes & other appurtenances shall cover the complete cost of iti 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 as shown o the plans, removal and disposal of valve boxes, removal and delivery of existing salvaged hydrants and meter boxes to the City Shops, and final clean-up. Bid Item 19-Removal and Replacement of Unsuitable Foundation Material Measurement for removal and replacement of unsuitable foundation material shall be measured in Tons tei 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 of tickets shall be given to the ENGINEER daily. Wasted materials will not be included in the tie 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. S Bid Item 20- Select Imported Trench Backfill Measurement for select imported trench 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. Bid Item 21 -Crushed Surfacing Top Course and Crushed Rocks Backfill Measurement for crushed surfacing top course and crushed rocks 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 crushed surfacing top course and crushed rocks 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. a a H:FILESYS:WTR-27-3142:Spec Prov1-17.doc/RLM/tb Page 14 rr 110 Bid Item 22 - Asphalt Patch Class `B' including Temporary Asphalt Concrete Pavement Measurement for asphalt concrete patch shall be per ton. 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. Payment for asphalt concrete patch will be made at the amount bid per ton, which payment will be to complete compensation for all labor,materials, and equipment for: • Furnishing, placing, and compacting asphalt concrete pavement(ACP), • Furnishing, placing and compacting incidental ACP for pavement repair, dikes, berms, and wedge curbing, • Furnishing, placing and compacting pre-leveling, leveling and wearing courses, to • Feathering pavement and • Furnishing and applying tack coat and crack sealing asphalt • Furnishing and installing and removing temporary asphalt concrete pavement(cold-mix), • Pavement saw cutting. • No separate payment will be made for the installation and removal of the temporary asphalt patch class B, or ACP for trench patch. ► r • No additional payment will be made for work necessary to correct ACP not installed in accordance with specifications. wrc Bid Item 23-Remove&Replace Sidewalk&Driveway Measurement for replace sidewalk and driveways shall be in square yards of sidewalk and driveway repair for installation of utilities as shown in construction documents, unless otherwise approved by the ENGINEER. Payment for removal and replacement of sidewalk and driveways will be made at the amount bid per square yard, which payment will be complete compensation for all labor, equipment, materials, hauling, preparation, forming, placement, finishing, cleanup, etc. required to compete this item in conformance with the Contract Documents. Bid Item 24-Remove &Replacement Curb & Gutter Measurement for replace curb and gutter shall be in linear feet of curb and gutter repair required fir installation of utilities as shown in the Contract Documents, unless otherwise approved by the ENGINEER. .r Payment for removal and replacement of concrete curb and gutter will be made at the amount bid per linear foot, which payment will be complete compensation for all labor, equipment, materials, hauling, preparation, forming, placement, finishing, cleanup, etc. required to compete this item in conformance with the Contract Documents. Bid Item 25-Remove,Restore Lawn,Landscaping Restoration Olt Measurement for landscape restoration shall be per lump sum of landscape restored as required to compete this item in conformance with the Contract Documents. This item includes construction and restoration of all ditches and swales for surface water runoff control encountered during construction activity and is considered incidental to this pay item. Payment for to H:FILESYS:WTR-27-3142:Spec Prov1-17.doc/RLM/tb Page 15 landscape restoration shall be per lump sum, which payment will be complete compensation for all labor, equipment, materials, materials hauling, sod, topsoil, trees, shrubs, rockeries in kind, fencing, mail box placement, preparation, forming, placement, finishing, watering, cleanup, etc. required to compete this item in conformance with the Contract Documents. a a a a a a a a rr a a a H:FILESYS:WTR-27-3142:Spec Prov1-17.doc/RLM tb Page 16 ill- DIVISION 2 EARTHWORK 2-01 CLEARING, GRUBBING AND ROADSIDE CLEANUP 2-01.1 Description Delete the first paragraph of this section and replace with the following: The Contractor shall clear, grub, and cleanup those areas shown on the Contract Plans which are required for the execution of construction activities. Trees and shrubs may be removed only after approval by the City. 2-01.2 Disposal of Usable Material and Debris err Delete the third paragraph of this section and replace with the following: Refuse and debris shall be hauled to a waste site secured by the Contractor and shall be disposed of in such manner as to meet all requirements of state, country and municipal regulations regarding health, safety and public welfare. 2-02 REMOVAL OF STRUCTURES AND OBSTRUCTIONS 2-02.1 Description err Supplement this section with the following: The work shall consist of necessary removal and disposal of existing improvements, including pavements, concrete road structures,manholes, abandoned piping, and other items necessary for the completion of the project. All removal will be considered incidental to the work unless specifically identified as a bid item. 2-02.3 Construction Details 2-02.3(1) General Requirements Supplement this section with the following: The removal(s) shall be conducted in such a manner as not to damage existing utilities, roadway, and other structures that are to remain in place. The Contractor shall repair, replace, or otherwise restore damage resulting from his activities. The limits of removal for concrete or rigid materials shall be either the edge of the structure, an existing construction joint,or a new saw cut. .wr The depth of saw cuts shall be such as will accomplish the intended purpose, and will be determined in the field to the satisfaction of the Engineer. Sawing shall be considered incidental to the other bid items. is H:FILESYS:WTR-27-3142:Spec Prov1-17.doc/RLM/tb Page 17 IMP Nr(i 2-02.3(1)A Salvage(New Section) Unless otherwise indicated in the Plans or Specifications, all removed items of recoverable value shall be carefully salvaged and delivered to the City in good condition, and as directed by the City. Materials and items deemed of no value by the City shall be removed by the Contractor, and shall become the Contractor's property to be disposed of at no additional cost to the City. 2-02.3(7)D Contractor Provided Disposal Site(Addition) Waste materials shall be hauled to a waste site secured by the Contractor and shall be disposed of in such a manner as to meet all requirements of state, county and municipal regulations regarding health, safety and public welfare. 2-02.5 Payment a Delete entire section and replace with the following: 0 See bid items descriptions for units of measure and payment. oft as wr 0 m H:FILESYS:WTR-27-3142:Spec Prov1-17.doc/RLM/tb Page 18 a wr DIVISION 5 SURFACE TREATMENTS AND PAVEMENTS 5-04 ASPHALT CONCRETE PAVEMENT 5-04.3 Construction Requirements wr 5-04.3(2)Hauling Equipment Add the following to the first paragraph: If truck has not used canvas to protect asphalt from weather during haul the Engineer, or its representative, reserves the right to reject the load. Rejection of load due to non-protection will not be +r+f basis for any compensation. 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. w H:FILESYS:WTR-27-3142:Spec Prov1-17.doc/RLM/tb Page 19 w 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. a 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(AF)). r 5-04.3(9) Spreading and Finishing a Supplement this section with the following: Asphalt Concrete Pavement(ACP)Class B rri ACP Class B shall be placed to the compacted depths specified herein, equal to existing ACP thickness for restored ACP, or as shown on the Contract Plans and City of Renton Standard Plan H032 as leveling mit and wearing course. Asphalt over 3 inches in compacted depth shall be placed in two equal lifts. Placement shall be in accordance with applicable provisions of Section 5-04. + 5-04.5 Payment See bid items descriptions for units of measure and payment. 5-04.6(2) Traffic Control: a Notifications The Contractor shall be responsible for delivering notification twice to all properties that front on, or access from, any street on which the asphalt concrete is to be applied. The first notification shall be made eig approximately one week prior to the day the work is scheduled to begin on the street and the second shall be made twenty-four hours(24 hours)prior to the beginning work. On streets to be overlaid,the Contractor shall post "No Parking" signs a minimum of 72 hours in advance a of the work taking place. The signs shall specify the date and hours that the parking restrictions will be in effect. The Contractor shall obtain prior approval for the parking restrictions from the City of Renton Department of Public Works Transportation Systems Division. The Contractor shall be responsible for coordinating with the City's inspector and/or Police Department if the need arises to tow any vehicle(s)violating a posted "No Parking" sign. However, the Contractor shall oft first make an effort to contact the vehicle owner if it is likely the owner is in the area. The Contractor shall provide and use sufficient traffic control equipment and trained personnel at all times. The Federal Highway Administration's 1988 Manual On Uniform Traffic Control Devices for streets and highways shall be the guideline used to determine adequate traffic control. Proper traffic control and safety procedure will be used during all phases of the work,to include utility adjustments. All work and materials associated with the notification procedures shall be incidental to the project, unless a specific item for "Traffic Control" is included. 1 a H:FILESYS:WTR-27-3142:Spec Provl-17.doc/RLM/tb Page 20 a WO 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 compacted backfill to allow vehicular traffic to travel over construction areas. Trench plates or other 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) .rr Materials shall be `Hot Mix' of either Class B asphalt or Asphalt Treated Base(ATB). The composition of other components of 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 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) The roadway sub-surfaces 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. to 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 concrete pavement shall be removed from the site by the end of the project and shall not be used as permanent asphalt pavement or sub-grade material. IMO H:FILESYS:WTR-27-3142:Spec Prov1-17.doc/RLM/tb Page 21 r a DIVISION 7 r�r DRAINAGE STRUCTURES, STORM SEWERS, SANITARY SEWERS, WATER MAINS AND CONDUITS 7-08 GENERAL PIPE INSTALLATION REQUIREMENTS 7-08.3(1)E Trench Dewatering(Additional Section) Dewatering may be required during construction of the water and storm lines. If necessary, dewatering may consist of a combination of trench pumping, well points, 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. + • Preserve strength of foundation soils. Y • 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. wit 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 a settlement of adjacent facilities. 7-15.3(A) Service Connections(Addition) it The Contractor shall complete the installation and testing of the new water main, hydrants, and new water service lines, make the final connections to the existing water mains, and connection of existing private service connection to new setters transfer prior to the excavation and installation of the new PRV and vault by others, unless otherwise directed by the Engineer. f H:FILESYS:WTR-27-3I42:Spec Prov1-17.doc/RLM/tb Page 22 - DIVISION 8 - MISCELLANEOUS CONSTRUCTION 8-01 EROSION CONTROL 8-01.2 Materials Supplement this section with the following: Filter fabric used in the Sediment Control Fencing shall be equal to Mirafi 100X or approved equal. 8-01.3(3) Miscellaneous Erosion Control (New Section) Contractor shall take all necessary precautions to prevent sediment from construction activities from entering into storm water systems or natural waterways and from being transported away from the construction area by storm water. 8-04 CURBS,GUTTERS,AND SPILLWAYS 8-04.3 Construction Requirements err Add the following: „r, Curb and gutters shall match the existing curb and gutter, including type and dimensions. Grade shall meet adjacent curb and gutter in a smooth transition. rr 8-04.3(3) Width of Replacement(New Section) Contractor shall replace curb and gutter to the nearest construction joint, unless otherwise authorized by the Engineer. 8-14 CEMENT CONCRETE SIDEWALKS 8-14.1 Description (Revised Section) Replace paragraph with the following: as This work shall consist of constructing replacement cement concrete sidewalks and driveways to restore sidewalks and driveways removed or damaged by the work of this contract. Cement concrete sidewalks 4111, and driveways shall be removed full width between existing joints. Replacement sidewalk and driveway shall be constructed in conformance with the details shown in the Standard Plans as specified and in conformity to lines and grades to match existing conditions. �. 8-14.3(2) Placing and Finishing Concrete .r► Add the following: Contractor shall match the existing dimensions of the sidewalk. Grade shall meet adjacent sidewalks in a smooth transition. H:FILESYS:WTR-27-3142:Spec Prov1-17.doc/RLM/tb Page 23 8-14.3(5) Width of Replacement(New Section) Contractor shall replace sidewalk to the nearest construction joint, unless otherwise authorized by the Engineer. 8-22 PAVEMENT MARKING 8-22.1 Description Supplement this section with the following: All existing pavement markings and markers that are removed by the Contractor's activities related to this project shall be replaced in the original location and shall be of similar type. Markings and markers shall be in accordance with the City of Renton Standard Plans. ilit • a a H:FILESYS:WTR-27-3142:Spec Prov1-17.doc/RLM/tb Page 24 DIVISION 9 MATERIALS Wit 9-03 AGGREGATES 9-03.22 Controlled Density Fill (New Section) Controlled Density Fill (C.D.F.) shall be a mixture of Portland cement, fly ash, aggregates, water and *sr admixtures proportioned to provide a non-segregating, self-consolidating, free-flowing and excavatable material which will result in a hardened, dense,non-settling fill. Where not specified in this section,Measuring, Mixing, Delivery and Placement shall follow ASTM C94 ris or WSDOT 6-02.3. 9-03.22(1) Materials Description Controlled Density Fill shall be a mixture of Portland cement, fly ash, aggregates, water and admixtures which has been batched and mixed in accordance with ASTM C 94 or WSDOT 6-02.3. Materials 1. Portland Cement: ASTM C 150, AASHTO M 85, or WSDOT 9-01 �.r 2. Fly Ash: Class F or Class C wr 3. Aggregates: ASTM C 33, WSDOT 9-03.14, or WSDOT 9-03.1 4. Water WSDOT 9-25 5. Admixtures WSDOT 9-23.6,AASHTO M 194, ASTM C 494, or ASTM C uw rr SIP as Wit H:FILESYS:WTR-27-3142:Spec Prov1-17.doc/RLM/tb Page 25 IMO 9-03.22(2) Proportioning at The table below provides a guideline for Controlled Density Fill mixes. The weights shown are only an estimate of the amount to be used per cubic yard of C.D.F. Actual amounts may vary from those shown as approved by the Engineer or approved trial mix data or field test results for proper strength, workability, consistency and density. Class of C.D.F. A B C Maximum Compressive Strength, lbs. per sq. in. 100 300 300 (lbs./sq. ft.) (14400) (43200) (43200) Max. gals. of mixing water per cubic yard 50 50 30 rid Lbs. of cement per cubic yard, approximate 30 50 50 Lbs. of fly ash per cubic yard, approximate 200 250 250 Lbs. of dry aggregate per cubic yard, approximate (assumed Sp.G. 2.67) 3200 3200 3200 1. If air entraining or water reducing admixture is used for flow-ability, total water and aggregates may be adjusted for yield. 2. Coarse aggregate size of 1-1/2" minus assumed. For flowable or excavatable C.D.F., 3/8" minus or sand is recommended. 3. Weights may be adjusted for flow-ability and pump-ability. 9-03.22(3) Placement C.D.F. can be proportioned to be flowable, non-segregating, or excavatable by hand or machine. Desired flow-ability shall be achieved with the following guidelines: Low Flow-ability below 6 inch slump Normal Flow-ability 6- 8 inch slump High Flow-ability 8 inch slump or greater it C.D.F. shall be placed by any reasonable means in to the area to be filled. Flowable C.D.F. shall be brought up uniformly to the elevation shown on the plans. Trench section to be filled with C.D.F. shall be contained at either end of trench section by bulkhead or earth fill. C.D.F. patching, mixing and placing may be started if weather conditions are favorable, when the temperature is at 34 degrees F and rising. At the time of placement, C.D.F. must have a temperature of at least 40 degrees F. Mixing and placing shall stop when temperature is 38 degrees F or less and falling. Each filling sage shall be as continuous an operation as is practicable. C.D.F. shall not be placed on frozen ground. i it H:FILESYS:WTR-27-3142:Spec Provl-17.doc/RLM/tb Page 26 9-03.22(4) Compaction For flowable C.D.F. compaction is not necessary for placement. The contractor may as an option, adjust the water content to obtain a 0 to 1" maximum slump mixture which if used will be compacted in lifts not to exceed 12 inches. Compaction will be accomplished by use of acceptable compaction means. +r. 9-03.22(5) Protection Contractor shall provide steel plates to span utility trenches and prevent traffic contact with C.D.F. for at least 24 hours after placement or until C.D.F. is compacted or hardened to prevent rutting by construction equipment or traffic. 9-03.22 (6) Testing Testing shall be performed per WSDOT 6-02.3(5)for slump and compressive strength. If laboratory trial batches or field trial data confirm weight and strength, no further testing will be necessary, if approved by the Engineer. lot For hand excavatable material, the unconfined compressive strength shall be 100 psi maximum at 28 days. Laboratory trial batches or field trial data may be submitted to confirm strength and weight. 9-05 DRAINAGE STRUCTURES,CULVERTS,AND CONDUITS 9-05.19 Corrugated Polyethylene Culvert Pipe(CPEP) (Addition) 9-05.19(1) Description Corrugated Polyethylene Pipe (CPEP) shall be corrugated high-density polyethylene pipe with smooth internal wall manufactured by Advanced Drainage Systems(ADS), or approved equivalent. 9-05.19(2) Pipe Material and Fabrication CPEP shall be in conformance with the latest version of ASTM F 667 or AASHTO M 294, Type S. aim 9-05.19(3) Fittings and Gaskets "` Fittings shall be gasketed PVC fittings. Gaskets shall conform to ASTM F 477. Fittings shall conform to ASTM F 1536 or ASTM D 3212. Fittings shall be manufactured by Nyloplast USA, Inc., or approved equivalent. NO 9-05.19(4) Installation Pipe and fittings shall be installed per the manufacturer's recommendations. Lubricate gasket and fitting socket with manufacturer-approved lubricant prior to pushing pipe into fitting. MIS H:FILESYS:WTR-27-3142:Spec Prov1-17.doc/RLM/tb Page 27 OUP 9-16.6 Cleaning di Perform cleaning during installation of the work and upon completion of the work. Remove from the site all excess materials,debris and equipment. Repair damage to any project features. 9-16.8 Payment a See bid items descriptions for units of measure and payment. tut > S a i a • i a a H:FILESYS:WTR-27-3142:Spec Prov1-17.doc/RLM/tb Page 28 i RCW 19.122 UNDERGROUND UTILITIES lea 19.122.010 Intent It is the intent of the legislature in enacting this chapter to assign responsibilities for locating and keeping r accurate records of utility locations, protecting and repairing damage to existing underground facilities, and protecting the public health and safety from interruption in utility services caused by damage to existing underground utility facilities(1984 c 144 1.) sir 19.122.020 Definitions la Unless the context clearly requires otherwise,the definitions in this section apply through out this chapter. A. "Business day" means any day other than Saturday, Sunday, or a legal local, state, or federal holiday. B. "Damage" includes the substantial weakening of structural or lateral support of an underground facility, penetration, impairment, or destruction of any underground protective coating, housing, or other protective device, or the severance,partial or complete, of any underground facility to the extent that the project owner or the affected utility owner determines that repairs are required. C. "Emergency" means any condition constituting a clear and present danger to life or property, or a customer service outage. `w D. "Excavation" means any operation in which earth, rock, or other material on or below the ground is moved or otherwise displaced by any means, except the tilling of soil less than twelve inches in depth for agricultural purposes, or road and ditch maintenance that does not change the original "" road grade or ditch flow line. E. "Excavator" means any person who engages directly in excavation. F. "Identified facility" means any underground facility, which is indicated in the project Plans as being located within the area of proposed excavation. G. "Identified but un-locatable underground facility" means an underground facility, which has been identified but cannot be located with reasonable accuracy. H. "Locatable underground facility" means an underground facility, which can be field-marked with reasonable accuracy. I. "Marking" means the use of stakes, paint, or other clearly identifiable materials to show the field location of underground facilities, in accordance with the current color code standard of the American Public Works Association. Markings shall include identification letters indicating the specific type of the underground facility. J. "Person" means an individual, partnership, franchise holder, association, corporation, a state, a city, a county, or any subdivision or instrumentality of a state, and its employees, agents, or legal representatives. H:FILESYS:WTR-27-3142:Spec Prov1-17.doc/RLM/tb Page 29 �.r ii K. "Reasonable accuracy" means location within twenty-four inches of the outside dimensions of both sides of an underground facility. L. "Underground facility" means any item buried or placed below for use in connection with the storage or conveyance of water, sewage, electronic, telephonic or telegraphic communications, cablevision, electronic energy, petroleum products, gas, gaseous vapors, hazardous liquid, or other substances and including but not limited to pipes, sewers, conduits, cables, valves, lines, wires,manholes, attachments, and those parts of poles or anchors below ground. M. "One-number locator service" means a service through which a person can notify utilities and request field marking of underground facilities. (1984 c 144 2.) 19.122.030 Notice of excavation to owners of underground facilities - One-number locator service - Time for notice - Marking of underground facilities—Costs Before commencing any excavation, the excavator shall provide notice of the scheduled commencement of excavation to all owners of underground facilities through a one-number locator service. All owners of underground facilities within a one-number locator service area shall subscribe to the service. One number locator service rates for cable television companies will be based on the amount of their underground facilities. If no one-number locator service is available, notice shall be provided St individually to those owners of underground facilities known to or suspected of having underground facilities within the area of proposed excavation. The notice shall be communicated to the owners of underground facilities not less than two business days or more than ten business days before the scheduled date for commencement of excavation, unless otherwise agreed by the parties. oil Upon receipt of the notice provided for in this section,the owner of the underground facility shall provide the excavator with reasonably accurate information as to its locatable underground facilities by surface- marking art the location of the facilities. If there are identified but un-locatable underground facilities, the owner of such facilities shall provide the excavator with the best available information as to their locations. The owner of the underground facility providing the information shall respond no later than two business days after the receipt of the notice or before the excavation time, at the option of the owner, unless otherwise agreed by the parties. Excavators shall not excavate until all know facilities have been marked. Once marked by the owner of the underground facility, the excavator is responsible for maintaining the markings. Excavators shall have the right to receive compensation from the owner of the underground facility for costs incurred if the owner of the underground facility does not locate its facilities in accordance with this section. a The Owner of the underground facility shall have the right to receive compensation for costs incurred in responding to excavation notices given less than two business days prior to the excavation from the excavator. An owner of underground facilities is not required to indicate the presence of existing service laterals or appurtenances if the presence of existing service laterals or appurtenances on the site of the construction project can be determined from the presence of other visible facilities, such as buildings, manholes, or meter and junction boxes on or adjacent to the construction site. Emergency excavations are exempt from the time requirements for notification provided in this section. If the excavator,while performing the contract, discovers underground facilities that are not identified the excavator shall cease excavating in the vicinity of the facility and immediately notify the owner or operator of such facilities, or the one-number locator service. (1988 c99 1; 1984 c 144 3.) • H:FILESYS:WTR-27-3142:Spec Prov1-17.doc/RLM/tb Page 30 a rrY ON 19.122.040 Underground facilities identified in bid or contract- Excavator's duty of reasonable care - Liability for damages - Attorney's Fees. A. Project owners shall indicate in bid or contract documents the existence of underground facilities known by the project owner to be located within the proposed area of excavation. The following shall be deemed changed or differing site conditions: 1. An underground facility not identified as required by this chapter or other provision of law; and ma 2. An underground facility not located, as required by this chapter or other provision of law, by the project owner or excavator if the project owner or excavator is also a utility. r. B. An excavator shall use reasonable care to avoid damaging underground facilities. An excavator shall: 1. Determine the precise location of underground facilities,which have been marked; 2. Plan the excavation to avoid damage to or minimize interference with underground facilities in and near the excavation area; and 3. Provide such support for underground facilities in and near the construction area, including during backfill operations, as may be reasonably necessary for the protection of such facilities. C. If an underground facility is damaged and such damage is the consequence of the failure to fulfill an obligation under this chapter,the party failing to perform that obligation shall be liable for any damages. Any clause in an excavation contract which attempts to allocate liability, or requires indemnification to shift the economic consequences of liability, different from the provisions of the chapter is against public policy and unenforceable. Nothing in this chapter prevents the parties to an excavation contract from contracting with respect to the allocation of risk for changed or differing site conditions. D. In any action brought under this section, the prevailing party is entitled to reasonable attorney's fees. (1984 c 144 4.) 19.122.05 Damage to underground facility -No notification by excavator-Repairs or relocation of facility ow A. An excavator who, in the course of excavation, contacts or damages an underground facility shall notify the utility owning or operating such facility and the one-number locator service. If the damage causes an emergency condition, the excavator causing the damage shall also alert the appropriate local public safety agencies and take all appropriate steps to ensure the public safety. No damaged underground facility may be buried until it is repaired or relocated. B. The owner of the underground facilities damaged shall arrange for repairs or relocation as soon as is practical or may permit the excavator to do necessary repairs or relocation at a mutually acceptable price. (198 c 144 5). ONO H:FILESYS:WTR-27-3142:Spec Prov1-17.doc/RLM/tb Page 31 rrr a 19.122.060 Exemption from notice and marking requirements for property owners An excavation of less than twelve inches in vertical depth on private non-commercial property shall be exempt from the requirements of RCW 19.122.030, if the excavation is being performed by the person or an employee of the person who owns or occupies the property on which the excavation is being a performed. (1984 c 144 6.) 19.122.070 Civil penalties - Treble damages -Existing remedies not affected A. Any person who violates any provision of this chapter, and which violation results in damage to i underground facilities, is subject to a civil penalty of not more than one thousand dollars for each violation. All penalties recovered in such actions shall be deposited in the general fund. a B. Any excavator who willfully or maliciously damages a field-marked underground facility shall be liable for treble the costs incurred in repairing or relocating the facility. In those cases in which an excavator fails to notify known underground facility owners or the one-number locator service, any damage to the underground facility shall be deemed willful and malicious and shall be subject to treble damages for costs incurred in repairing or relocating the facility. C. The chapter does not affect any civil remedies for personal injury or for property damage, a including that to underground facilities, nor does this chapter crest any new civil remedies for such damage. (1984 c 144 7.) a 19.122.080 Waiver of notification and marking requirements r The notification and marking provisions of this chapter may be waived for one or more designated persons by an underground facility owner with respect to all or part of that underground facility owner's own underground facilities(1984 c 144 9.) rig 19.122.090 Severability— 1984 c 144 If any provisions of this act or its application to any person or circumstance is held invalid,the remainder of the act or the application of the provision to other persons or circumstances is not affected. (1984 c 144 9.) pia as a aail H:FILESYS:WTR-27-3142:Spec Prov1-17.doc/RLM/tb Page 32 'iii ii 6111 STANDARD PLANS II till alkt irrr+ Standard Detail Table of Contents Detail Dwg Name SP Page Concrete Blocking Sizing Procedure BR26 B085 Blocking for Convex Vertical Bend B22 B086 Shackle Rodding and Tie Bolts BR27 B089 10" Valve Operating Nut Extension BR46 B090 1"Air&Vacuum Release BR50 B094 Hydrant Markers BR24A B 103 Fire Hydrant Assembly BR24 B 102 Temporary 2"Blow-Off Assembly BR25 B 104 3/a" & 1"Water Service Connection BR41-T B106 Vertical Cross for Polypigging BRX5 B114 Raised Pavement Markers HR08 H007 or Pavement Marking Details HR03 H008 Thermoplastic Crosswalk HR13 H012 or Monument Case&Cover HR04 H031 Typical Patch for Flexible Pavement HR23 H032A wr ar w• wr W t1') a 00 .`r D o A co C.z1 w U 0 • a o Q CO Y- ig 1 . * a N CO 111M. wn Aw ao Ln I' ii _o Z Fw as — • o w J Z U A F a n �1 i 0 G: X� d v fin NO co 1 r cf, al Lli t _ MP 0 „ 3 W z Q!!! ” Z o ca• 4 zzo a WO 0 . 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O M p U uo • J I- -t 6u!�oo!g a;a JOUOo Ca CC` N m N m o N o Jagwnry .c° m W � - t •, a,C ~ ° v 0 a W � m saaJ6 a4 v c Q N , o Puag IoD I4 iOA c v Q in • " •• 0 •• I—� . D 7+ O 43 I- • 0. D LL N N ISd 0 0 0 0 O aJnssa Jd }sal N N N N N N 711 m S sayoU( - J30,00!,0 v ,p m O ap ` • az!S ad!d - -• - - iii • NIP r�� 0 sayou! y}JOa pagJn;s!pufl tat sPOa }0 4}dad m -. N m T J sayou( Q v 0 sDOg a!1• �� v - - in in M c }o Ja1awo!4 r Ta r m D m .•8 . D t. y W o- N 1 ae} - N N o N cr, 33 TroJ oaco Nn to co n n c n v v u, c u, MN �� L U , agnJ }o aP!S J• O. ° CO 0> 6U! JO Ig a0Jouoj a ° Q N m• }o ;aaj o!gnd m N N v n ,- o w D W aH }o Jagwnq 'n ^- m m �— v , 40' v i° E d v. ° • �p saa J6a4 -o o v -C . . - N - N - N - N - N - N^ ° v v v r- !Sd o 0 o N o 0 0 OM O aJnss3�d }sal N N N N N l•` S V_ AI ' N N sayou! _ Ja}a1.0o!4 0 az!5 .d!d 0 m 0 - - - - S iso S t WO Where shown on the plans or in the specifications or required by VW the Engineer, joint restraint system (shackle rods) shall be used. All joints restraint materials used shall be those manufactured by Star National Products, 1323 Holly Avenue, PO Box 258, Columbus, Ohio 43216 unless an equal alternate is approved in writing by the Engineer. IIIW Materials Steel Types: High strength low—alloy steel (cor—ten), ASTM A588 heat—treated. VW 1.Tiebolt: ASTM A588, Grade B, Cor—Ten, equal to SuperStar Tielbolt Installation: SST 7 : 5/8" for 2" and 3" mechanical joints (M.J.) with eye for 5/8" rod Install the joint restraint system in accordance with the Manufacturer's SST 7 : 3/4" for 4" to 12" M.J. with eye for 3/4" rod instructions so all joints are mechanically locked together to prevent joint 1O SST 756 : 3/4" for 14" to 24" M.J. with eye for 3/4" rod separation. SST 747 : 3/4" for 4" to 12" M.J. with eye for 7/8" and 1" rod Tiebolts shall be installed to pull against the mechanical joint body and SST 757 : 3/4" for 14" to 24" M.J. with eye for 7/8" and 1" rod not the M.J. follower. Torque nuts at 75-90 foot pounds for 3/4" nuts. SST 778: 1" for 30" to 36" M.J. with eye for 1" rod Install tiecouplings with both rods threaded equal distance into 2.Tienut: Hex Nut tiecouplings. Arrange tierods symmetrically around the pipe. Mr ASTM A588, Grade B, Cor—Ten, equal to SuperStar Tienut SS8 for 5/8", 3/4", 7/8", 1" Tiebolt and Tierod Where a Manufacturer's mechanical joint valve or fitting is supplied with slots for "T" bolts instead of holes, a flanged valve with a flange by 3.Tiecoupling with Tiestop Pin mechanical joint adaptor shall be used instead, so as to provide adequate ASTM A588, Grade B, Cor—Ten, equal to SuperStar Tiecoupling - space for locating tiebolt. SS10 for 5/8", 3/4", 7/8', 1" Tierod VW Where a continuous run of pipe is required to be restrained, no run of 4.Tierod: restrained pipe shall be greater than 60 feet in length betwee fittings. Continuous threaded rod for cutting to desired lengths Insert long body solid sleeves as required on longer runs to keep tierod ASTM A588, Grade 8, Cor—Ten, equal to SuperStar Tierod lengths to the 60 foot maximum. SS12 for 5/8", 3/4", 7/8", 1" NW Pipe used in continuously restrained runs shall be mechanical joint pipe 5.Tiewasher and tiebolts shall be installed as rod guides at each joint. ASTM A588, Grade B, Cor—Ten, equal to SuperStar Tiewasher 5517 for 5/8", 3/4", 7/8", 1" round flat washer NO Pipe Test Size Pressure Number and Size of Rods IWO Inches PSI 2 4 6 8 10 12 14 24 2 250 3/4" 3 250 3/4" 4 250 3/4" IWO 6 250 3/4" 8 250 3/4" 10 250 3/4' 12 250 3/4" 14 250 3/4" 16 250 3/4" 18 250 3/4" 20 250 3/4" 24 250 3/4" 30 200 3/4" 36 200 1" WV 42 200 1" 48 200 1" raIWiMIJ� NW /MO A IIKIP 11IIIM` I 00 0 0 0 MI SHACKLE RODDING AND TIE BOLTS ow ■S p ADOPTED G'��''�� CITY OF RENTON + + STANDARD PLANS ��'N T s$ LST DATE:04/04 NO DATE REVISION BY APPR'D DWG. NAME: BR27 SP PAGE: B089 ow A A :111 - PLAN VIEW t____ _f WATER �_ /� VALVE BOX LID WITH 7 EARS IN DIRECTION OF . 2" SQUARE WATER MAIN AND WORD ft/ OPERATING NUT I A 111 "WATER" CAST INTO IT INN 12' MIN. ,�/ 18' MAX. 4" CONCRETE COLLAR FOR I 4 12' VALVES IN PAVED AREAS 4-1/4" DIA. 1/8" MIN. THICKNESS SEE DETAIL II !� 2 PIECE CAST IRON VALVE I �I BOX, RICH-SEATTLE TYPE 1" STEEL OR OLYMPIC FOUNDRY�) LENGTH AS REQUIRED * ! • 1/8" MIN. THICKNESS �- 2-1/4" INSIDE MEASUREMENT NO 2-1/4" DEPTH ( II NO VALVE OPERATING NUT SECTION A-A EXTENSION it iii 3' VALVE OPERATION NUT EXTENSION NOTE: 3,sr,. si EXTENSIONS ARE REQUIRED WHEN VALVE NUT a � IS MORE THAN THREE (3) FEET BELOW 3" FINISHED GRADE. EXTENSIONS ARE TO BE A 38" MIN. ii MINIMUM OF ONE (1) FOOT LONG. ONLY ONE WIDTH EXTENSION TO BE USED PER VALVE. WHITE POST NOTE: ALL EXTENSIONS ARE TO BE MADE OF STEEL, SIZED AS NOTED, AND PAINTED ±I H 62" -IT I Iii WITH TWO COATS OF METAL PAINT. a I _ 1E11_-11 71 24" IIIII NO VALVE MARKER NOTES: VALVE MARKERS SHALL BE EQUAL TO CARSONITE UTILITY MARKER IN VALVE MARKER POST TO BE USED FOR ALL VALVE MARKER POST MAIN LINE VALVES OUTSIDE PAVED AREAS NI NI WATER VALVE OPERATING NUT EXTENSION AND VALVE MARKER POST II <CY 0 ADOPTED G/ `'+ CITY OF RENTON ; - STANDARD PLANS -4'N T O LST DATE:04/04 iiii DATE REVISION BY APPR'D DWG. NAME: BR46 SP PAGE: B090 a WO NO WO WO 2" OPEN PATTERN, RETURN BEND - 180' 2" BEEHIVE STRAINER 2" GALVANIZED IRON PIPE FIELD LOCATE OW CUT OPENING AS REQUIRED, AFTER INSTALLATION, GROUT 17"x30" PLASTIC METER BOX EQUAL TO MID STATES WO AROUND PIPE. 6" MAX.— — PLASTIC, BCF SERIES 1730-18 WITH 2" THICK DUCTILE \ IRON DIAMOND PLATE. 18"x31" MSCBC 173OR A I 1" CLOSE NIPPLE 1O 18„ 1" UNION i 1" BRONZE GATE VALVE, SCREW EQUAL 1" NIPPLE TO RED-WHITE VALVE CORP. FIG NO.280 L UNION I dew, COUPLING COPPER TO MALE IRON 1 �_ ��/ -- 2"x 2"x 1" TEE, 1" CLOSE PIPE-FORD C28-44 OR EQUAL. NIPPLE BETWEEN TEE & Oil BEND. C _���_ 2" RESILIENT SEAT GATE VALVE I'- 1" 90' ELBOW�I ,' �i WITH THREADED ENDS 2" GALVANIZED IRON PIPE 18" LONG 6" MIN. Ate=:•x•10' 4 2" BRASS NIPPLE - 6" LONG MI ' o •,V00..co'° o (MIPT X MIPT) �to o°°o ° o o° ° 41-1 Q q. 2" IRON PIPE THREAD CORPORATION STOP WITH 12"IMIN. !O,0 0 0' , o o°°°, 90' BEND FOR COPPER. FORD TYPE F1000 PACK _l. o,°.p0 ' ° 11 °"O°°° JOINT CTS. or / 1" GALVANIZED IRON O PIPE TO FIT 1" 90' ELBOW DOUDLE STRAP SERVICE CLAMP WITH 2" CAP WITH 1/8" 2" IPS TAP TO FIT, EQUAL TO MEULLER CO. HOLE FOR DRAIN. WWI 1" TYPE "K" SOFT COPPER TUBING 2"x1" BRASS BUSHING Oil 1" COMBINATION AIR RELEASE & VACUUM VALVE, SCREWED. APCO NO. 143C OR EQUAL. WO WASHED GRAVEL, PASSING 1-1/2" AND RETAINED ON 1/4" MESH FOR DRAIN rr NOTE: r AIR AND VACUUM RELEASE VALVE ASSEMBLY SHALL BE INSTALLED AT HIGHEST POINT OF LINE. IF HIGH POINT FALLS IN A LOCATION WHERE ASSEMBLY CANNOT BE INSTALLED, .w PROVIDE ADDITIONAL DEPTH OF LINE TO CREATE A HIGH POINT AT A LOCATION WHERE ASSEMBLY CAN BE INSTALLED. 1" AIR & VACUUM RELEASE LOCATE ARE-VACUUM METER BOX OUTSIDE OF TRAFFIC VALVE ASSEMBLY +w AREAS, IN PLANTING STRIPS, BEHIND CURB OR SIDEWALK. \ `Sy o ADOPTED G A�,�41 CITY OF RENTON ♦ + 1 "P"`—"`��•��` STANDARD PLANS .N'V O LST DATE:04/04 Or DATE REVISION BY APPR'D DWG. NAME: BR50 SP PAGE: B094 MI Po o_ m w IIII 0 w ¢ D a J CO Cr) a ic, I. cn }' x T UJ Q Z z N v Y� < E-- n\ Q a°QO H n CC NO w E. I- Z O., o c a � Z dU cn5 N ON�ciii }�i�ic ������� >O t+:1 I',14: ¢U) CO ■ *% \ L a-2 w � v�♦ Z :Tc < ›.,c41)).co 1 w w 0 EC a a a >- 1 m ce w Y ii CC X Q W F W CK u)Z Q W m Q T N W Q Lfl_ U) Zw O p-O . . . . • • O w S p (n N J F Q>- W N cn O W 2 Z w w p w IX S 2(Z Q w . . pF-= Q JZ z � SE- u- -- Z W W W Q QS(f_)ZWZ >�(JU)Zz Q1- LL p LL QQ OZotnCL CC IN 0 . w E- 0 w Y Z W Y Z X Q Q 2 T r al cr s w Y U) ¢ 0O t 0N¢0W HQWF p Ili 1 Qtx c pE-°ZO> OW=pgJ ¢ Eh<0- W IX YU>'p 0 C Cr p Q _S L U)-w Y O W •2 J W W Z Z¢ J 5 1................,........_................: I-CC s•-••• L•LI- O N U-I Q r w W p 0 Z0,, L�U(n0ZZ ill L 0Z0 a Q _ CC 0 a ii ea FIRE HYDRANT SHALL BE COREY-TYPE EQUAL TO IOWA F-5110 OR COMPRESSION TYPE SUCH AS CLOW MEDALLION; M & H 929, MUELLER VII SUPER CENTURION 200, AND WATEROUS PACER WITH 6" MECHANICAL JOINT INLET WITH LUGS. 5-1/4" MAIN VALVE OPENING. TWO 2-1/2" HOSE CONNECTIONS NATIONAL STANDARD THREADS. 4" PUMPER CONNECTION CITY OF SEATTLE THREADS WITH A STORZ ADAPTOR, 4.875" SEATTLE THREAD X 5" STORZ, ATTACHED WITH 1/8" STAINLESS S11 STEEL CABLE. 1-1/4" PENTAGON OPERATING NUT. FIRE HYDRANT TO BE PAINTED WITH TWO COATS OF PAINT. KELLY-MOORE/PRESERVATIVE PAINT No. 5780-563 DTM ACRYLIC GLOSS, SAFETY YELLOW OR APPROVED EQUAL. PUMPER CONNECTION TO FACE ROADWAY OR AS DIRECTED BY RENTON FIRE DEPARTMENT. FIRE HYDRANT EXTENSION TO \ BE USED IF REQUIRED. v -- 18" TO 20" BEHIND BACK OF CURB OR 12" BEHIND BACK OF SIDEWALK THAT IS ADJACENT TO CURB TWO-PIECE CAST IRON VALVE BOX WITH LUG TYPE COVER. NO EQUAL TO OLYMPIC FOUNDRY CO. STANDARD 8" TOP SECTION ..■ 4.875" x 5" STORZ WITH REGULAR BASE SECTION LENGTH TO FIT. VALVE NUT EXTENSION AS REQUIRED (SEE DWG BR46 / PAGE 8090). MAX 4" o vtail MIN 2"1= / RAISED PAVEMENT MARKER TYPE 88 rrr / A8 STIMSONITE TWO-WAY BLUE. iv! 42" MIN v BURY CONCRETE BLOCKING AO Al 1 NW 9 AM 1 �� S1 MAIN LINE TEE. WITH 6" FLANGE SIDE OUTLET. ♦6 O♦ \#.�!♦�q��!� /l,G 6" GATE VALVE (FL X MJ) AWWA C-509, RESILIENT SEAT NO 6" DUCTILE IRON PIPE, CLASS 52 CEMENT LINED, LENGTH TO FIT 16" x 8" x 4" 2-3/4" COR-TENSTEEL TIE RODS. SEE STD DETAIL FOR TIE RODS. MININUM CONCRETE BLOCK UNDER HYDRANT -1/2 YARD WASHED DRAIN ROCK (3"TO 3/8") MIN. NO 1' ABOVE BOOT FLANGE. PLACE 8 MIL POLYETH YLENE FILM AROUND TOP AND SIDES OF GRAVEL. FIRE HYDRANT ASSEMBLY so vim LEVEL ALL GROUND 11 \ MIN 3' RADIUS LEVEL ALL GROUND 1111 t MIN 3' RADIUS OW 1 1��.0 STORZ x 5" 1 16 -�l :` ONE MAN ROCK �j 3IT1Ia um if* 6 IV 1111.11111111110.�.����-r��ps �y�1r�,,a- ���� �_,,. �,,, r FILL MI CUT FIRE HYDRANT ASSEMBLY DETAIL HYDRANT LOCATION IN CUT OR FILL ,,,,v, 0 ADOPTED CITY OF RENTON i 1 STANDARD PLANS 411119 \ p T O LST DATE:04/04 DATE REVISION BY APPR'D DWG. NAME: BR24 SP PAGE: B102 o S a CONCRETE DEAD MAN BLOCKING WITH SHACKLE RODS TO CAP, BLOCK SHALL BE POURED AGAINST UNDISTURBED EARTH, SIZE OF BLOCK TO BE DETERMINED BASED ON TEST PRESSURE OF WATER LINE AND SOIL CHARACTERISTICS. w"i A CAST IRON CAP OR PLUG WITH 2" IPS TAP SHALL BE A ROCKWELL ilil 482 END CAP COUPLING. 7- WATER MAIN 2" GALVANIZED IRON PIPE AS REQUIRED. - 2" CLOSE NIPPLE J 2" 90' ELBOW 2" GALVANIZED IRON PIPE, 12" LONG. to PLAN S' a a TWO PIECE CAST IRON VALVE BOX VALVE NUT EXTENSION IF REQUIRED EQUAL TO RICH VALVE CO. STANDARD (SEE DWG BR46 / PAGE 8090) 8" TOP SECTION, WITH REGULAR BASE SECTION LENGTH TO FIT. INSTALL 2" 90' ELBOW, SCREWED ��; 2" PLUG, SCREWED ,∎-8"o=os\\,;0-sere rrr ,-; 18° it. ' 2" GALVANIZED IRON PIPE 12" LONG II 2" GALVANIZED IRON PIPE 1 AS REQUIRED. I s 2" RESILIENT GATE gii ll1 .1 SCREWED �� SCREWLD2 90' ELBOW, 2" GALVANIZED IRON PIPE AS REQUIRED. ELEVATION a a TEMPORARY 2" BLOW-OFF ASSEMBLY �SY 0 ADOPTED G A CITY OF RENTON STANDARD PLANS �' 1\r0)� LST DATE:04/04 Nil DATE REVISION BY APPR'D DWG. NAME: BR25 SP PAGE: B104 a Iiiik 15"x27" PLASTIC METER BOX EQUAL TO MID-STATES PLASTIC. __ INC. BCF SERIES MSBCF 1527-18 WITH 1.75" THICK DUCTILE can PRIVATE IRON DIAMOND PLATE COVER 16"x27" EQUAL TO MID-STATES PIPING PIPING PLASTICS, INC. MSCBC-1527-R WITH READER LID AND 1-5/8" DRILLED HOLE FOR TOUCHREAD PIT LID (SEE : - •-A) z IN UNIMPROVED RIGHT OF w z i�1 �WAY INSTALL METER BOX AT J i-I PROPERTY LINE WITH 12" cc LONG COPPER TAILPIECE. w c w a a 9" MIN 0 SIDEWALK 0 cc 12" MAX al al ell FINISH GRADE ?xa NLii +a TOUCHREAD WATER •.••::••: `0•^;o ' E m METER TO BE 12" — z x N 0 i \ / SUPPLIED BY THE �; U 0 w ti $O z , 0 . a o Q, P4 z O : w z cn • o w w o > �a U) CI Q w N eL w U 0. 0 q r ar A W N^ 0 o F Z m U Q N a x O Oa N EI m MI o 3 41 cn W 51 o_ 0 " + �`' N mo _1 O O Q >- _1 U �■Z iii •.: : ' Z < > P- >-. 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W A W F 0 0 rn F E - z z Q cDO JO Vill 'co u) E` Q x xd LLI ae a d v rn !a IX N_ esi f OP Irer.40 cH z N o z a ow — a - z f m or F— 0 ch CC U, O W Q z CO W U J z Say U (L N W J Z W w li IL I Z Z w 0 0 w < ce a' 0 J w w 0 0 < 0 W W w MO w o. diallilll IlftlialM - - Z O w (n lib r ILL. c , 0 cy 2 A AZdrA < t 0 4 Z 0 z do In 1 MMAK1.r4-iri-e 4w= -lam!!! �' *IMO w a U, lig - ; rer A/Mr A N C _ _z 0 CC IIIWIIIIIIIIIIIIalIllIlIl Z or 0 O O ow w m Co �_- I I 0 (nom n < < c.D Q N 0 0 air 0 * 0 r. w N W (n * es MO 11110 TRAFFIC CONTROL L trip L L c- Lik 6.1 us CITY OF RENTON TRANSPORTATION SYSTEMS—TRAFFIC OPERATIONS TRAFFIC CONTROL PLAN vo CONSTRUCTION COMPANY: APPL. DATE: ADDRESS: PERMIT #: PHONE #: ( ) CONSTRUCTION SUPERINTENDENT: MOB./CEL. #: ( ) PROJECT NAME: FAX #: ( ) PROJECT LOCATION: N/E/S/W OF: WORK TIME: APPROVED BY: + ► WORK DATE: APPROVAL DATE: ✓ NOTES: 1) WORK ZONE TRAFFIC CONTROL SHALL BE IN ACCORDANCE WITH MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MUTCD). 2) CALL 911 (USING A LOCAL PHONE) OR 253-852-2121 (USING A CELL PHONE), FIRE, AND POLICE DEPARTMENTS BEFORE ANY CLOSURE WITHIN PUBLIC RIGHT OF WAY. wr 3) CALL METRO TRANSIT CONTROL CENTER AT (206) 684-2732 AT LEAST TWENTY-FOUR (24) HOURS BEFORE ANY STREET OR LANE CLOSURE AND 30 MINUTES BEFORE THE ACTUAL CLOSURE. 4) THIS PLAN MUST BE SUBMITTED AT LEAST THREE (3) WORKING DAYS PRIOR TO WORK. 5) APPROVED TRAFFIC CONTROL PLAN MUST BE AT THE WORK SITE DURING WORK HOURS. 6) ANY VEHICLE AND/OR EQUIPMENT TO BE USED FOR WORK WITHIN THE CITY RIGHT OF WAY MUST DISPLAY A COMPANY LOGO (ANY LEGALLY ACCEPTABLE SIGN SHOWING A COMPANY NAME, ADDRESS, AND TELEPHONE NUMBER) AT A CONSPICUOUS PLACE ON THE VEHICLE OR EQUIPMENT. +rr► COMMENTS: „r SKETCH —NORTH— vio vo 11111 I have been informed of my responsibilities for traffic control and OFFICE COPY T- CONTRACTOR ,,,,r agree to comply with all traffic regulations of the City of Renton. INSPECTOR K. KITTRICK/ SIGNATURE: DATE: POLICE FLOYD ELDRIDGE FIRE JIM GRAY/STA. #11 C:\TRAFFIC OPERATIONS\TCP\CTRLPLN3 WO I, , representing agree to comply with all traffic regulations of the City of Renton. I shall prepare a traffic control plan and obtain City approval of that plan. That plan shall be implemented for all street and lane closures, and the plan shall be performed in compliance with the Manual on Uniform Traffic Control Devices. I shall notify emergency services twenty-four (24) hours +iw before any street or lane closures. I understand any lane or street closures not in conformance with the approved traffic control plan and/or without notification of emergency services may result in my receiving a citation for violation of R.C.W. 47.36.200 through Imo 47.36.220, 9A.36.050 Reckless Endangerment, and other applicable State and City codes. I certify I am responsible for the project and the responsible party to be cited for violation of R.C.W. 47.36.200 through 47.36.220 or 9A.36.050 Reckless Endangerment, and other applicable State and City codes. NAME: D.O.B.: SS#: HOME ADDRESS: WORK ADDRESS: WORK PHONE: HOME PHONE: COLOR EYES: WEIGHT: HEIGHT: COLOR HAIR: MO WASHINGTON STATE DRIVERS LICENSE NUMBER: err C:\Traffic Operations\TCP\fines Orr OW J OE wr v. Z QL 4 ° L J .o c c 4. 44 I 4- E V 0 D 0 C 0 a po .nn N Y C b b 4- 4- 4 to - • C. in w z a 0. LV V JO~ V 3 C >4_ E' �q4 O C W C b b b b 0 in O 0• PL V-- • N C 111 p1 O. 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U) to U o ar w N L c z = o O a 0O Its N O p r u o o O X 'n o 0.o • • • 1 t — "7 m �+ 3 c CO to O. -1 X - n an 0 o I I +'p t Vo L o 0 V O r Z �.- M y v = w v v ) ■- on Y o .h O '° 0 r O W° + an U w --1..x u O O O Z N N 17 I O O Zn- Oa Q M N W V 0 VI en WI I O O ZN ~ J } "/ O N =W d' N N N N m U.U. W ° i CITY OF RENTON( tan " ' DEPARTMENT OF PLANNING, BUILDING & PUBLIC WORKS v R11-4 R11-4 ow /////i/ ROAD CLOSED 'i A ∎;' ROAD CLOSED ■• TO TO Pr./////4 THRU TRAFFIC // \Nil THRU TRAFFIC % 1 o'► I////// I/////4 \\\\\\• I I - I I TYPE III-1 TYPE III-1A TYPE III-1B w R11-4 R11-4 ,,,,, \\\■ \i• \i' 'ROAD CLOSED • V; ROAD CLOSED i I TO TO \ ■ ■\• \\ THRU TRAFFIC • ►/ THRU TRAFFIC frA °" DETOUR ■`\\\`\ \\ DETOUR ,\� �/. II I M4-10(R) I I M4-10(L) MI TYPE III-2 TYPE III-2A TYPE III-2B R11-2 R11-2 R11-2 .... ROAD `1 ROAD it• • ROAD E Al CLOSED 1 CLOSED ; % ' i/, CLOSED / \■ ■■ 1 I■■ DETOUR \1 I/; DETOUR / II _ M4-10(R) I I M4-10(L) I TYPE III-3 TYPE III-3A TYPE III-B ot DETOUR DETOUR DETOUR Ito 41M. MIIM 41 M4-9(L) M4.9(R) M4- drr MP ROAD END CLOSED DETOUR MO R11-2 M4-8a APPROVED BY: am ( TYPE III, R11-2, R11-4, M4-10 (R)/(L), M4-9 (R)/(L) DATE: 06/22/00 SHEET: 1.0 rr.r C:\Traffic Operations\TCP\TYPE—III.dwg SURVEY INFORMATION MONUMENTATION 19 T23N RSE NE 1/4 ,... ,. . : . F I \ III _ _ f i -- 1 ( ,5971` ',S !ti E.tl S , E 1 244 L Li t ;�I 4 +772 `\ 7/ 66 i y +65 tri +319 +67 - `=\! i i , '659 � \ \ ,/- \ \ , t. , ____\ v_i_...L___:. .._.1 . i \ 1549 t -t \ - 0.: 1 — i ` 4ioi _,; ' ' ' ' 1 ____ __r_i ----\ \ 1 ^, i.i. i1 \ JIHi :: 4iI+i 47 rrr (. _ _ ! ---- 14 + 8 k I ! b I : , I ! ! I i \ 0 141 I - \ _.\ \ i N - --- , N. , r-. ' ''' i 01,11 \LIU \ \ ._. . do \ \jI1_ _11 (�# GSt i t2V t •►� ; 25961 1465 !440 �' 1\2612 Irl' g } IL 21 1547 1 I f I _ ----- k �27+2E1'18,+ 2925 12811 ,j 1574 1.242i i t t_r - ` = r2.816 r \.+- +L- — i L-41-------j- ti_� CT) ; ;-, 11 - ---- ,43 1-- --7-- 1 -i! + , . 4 j�2821+ 2924 = ( t ! f ( ! ?3�. III 'f. 1 x2812923 2812 -' I------ -�� (� 1 ! - 65 J �j +::1546 _'% +j ; i j f----- 1 ' - 'II i \2820 , +;800( L.._ —l/ 4B-4-- f``\ / 284 �► ._:-; i -7819+t • 1 t-- ;2804` - ----� , .841/N+l _ t z8o1+ z + So3 �,--1-7 2632 l (i I f F.,r is---; I S --H i. tt + 1 II , / X2802 i26, ( 1 2176 ' i 262 i — 1 1510-}--757 + +1320 + 1594 + + f --- \ /88 i229 1 ;--\ t319+ \; 'I/ +- ( k` t X16971 /-1 +%1289 Y``� i ( i t ,i ;m-- /ff ! ; 1 7. . 113 - 30 T23N ME NE 1/4 LEGEND owe CITY OF RENTON 1111 1 Horizontd & Vertical SURVEY CONTROL NETWORK 2222 MONUMENTS & BENCHMARKS ® H=ontd Only NW .itY • TECHNICAL SERVICES 3®3 Verticd Only • • PLANNINGBUILDING/PUBLIC WORKS or 0" 02/14/00 ♦"°"-° Monument ___ G3 - 0 450 900 Renton Gty Limits .:::— -� ... .:.. :.. 19 T23N R5E SE 1/4 1 SECTION 19 T23N R5E W.M. 28-Apr-00 Horizontal: NAD 1983/91 Meters Vertical: NAVD 1988 Meters 60 N 1/4 Corner 19 T23N R5E Location: Found 1/8" pin in concrete monument case at intersection of Hardie Ave SW and SW 7th St. Monument: 1/8 IN BRASS PIN IN CONC. 0.4' BELOW RIM OF MON. CASE NORTHING: 53611.676 EASTING: 395635.050 ELEVATION: 63 Location: Set brass disc stamped 804/BRH123 per 2 each 2 foot reference points in the right west bound lane of S Grady Way west of the intersection with Williams Ave S Monument: BRASS DISC IN MONUMENT CASE NORTHING: 53638.518 EASTING: 396486.958 ELEVATION: 230 NW Corner 29 T23N R5E Location: Found a copper tack in lead on a concrete post monument down 0.5' in a monument case at the constructed center of a cul-de-sac on the east end of S 23rd Street, west of Benson Drive SE, near the northeast corner of Teasdale Park. See City of Renton monument reference card number 230. woo Monument LEAD PLUG & CU TK ON CONC MON, IN CASE, DN. 0.5' (MRC-230) NORTHING: 51991.494 EASTING: 396406.222 ELEVATION: 70.334 ' me a G3-1 i r • et SECTION 19 T23N R5E W.M. 28-Apr-00 Horizontal: NAD 1983/91 Meters Vertical: NAVD 1988 Meters a"` 476 Location: Top of 1/2" iron pin in concrete monument in case 15' east of centerline .w. intersection of Shattuck Avenue and South 15th Street. Monument: 1/2 IN IRON PIN IN CONC MON IN CASE .Yr NORTHING: 52799.569 EASTING: 396025.653 ELEVATION: 40.495 659 Location: Found a 1/8" bronze pin and concrete plug in 2"inside diameter steel pipe down 0.5' in a monument case at the constructed intersection of S Puget Drive& Benson Drive S. This mark is an alternate to the quarter corner to till sections 19 &20,T23N, R5E. Monument: 1/8 IN BRONZE PIN &CONC PLUG IN 2 IN STEEL PIPE, IN CASE, DN. 0.5' NORTHING: 52798.357 EASTING: 396377.308 ELEVATION: 26.055 a• 754 tag Location: Found a 1/2" brass plug with a punch mark grouted in on easterly side of a 4"x4" concrete post monument down 0.6' in a monument case at the constructed intersection of SW 7th Street&Seneca Avenue SE. "' Monument: 1/2 IN BRASS PLUG W/PUNCH ON CONC MON, IN CASE, DN. 0.6' air NORTHING: 53620.647 EASTING: 395016.102 ELEVATION: 6.801 .�r rr �r. G3-2 dr. SECTION 19 T23N R5E W.M. lib 28-Apr-00 Horizontal: NAD 1983/91 Meters Vertical: NAVD 1988 Meters 912 Location: Found a tack in lead in a 4"x 4"concrete post in a monument case at the intersection of Grady Way and Lind Ave SW. Easternmost of two monument case in the intersection. ' ' Monument: TK IN LEAD IN 4 IN X 4 IN CONC. POST IN MON. CASE NORTHING: 53185.732 EASTING: 395219.138 ELEVATION: lit 1160 N 1/4 Corner 30 T23N R5E Location: Found a 1/2" bronze button with a punch on a concrete post monument down Sit 0.3' in a monument case approximately 6'east of the constructed centerline of East Valley Highway at the northerly margin of an east-west pipeline right-of- way. Another monument(found a copper tack in lead on a concrete post monument down 1.0' in a monument case) exists approximately 6'west in the constructed centerline of East Valley Highway. Monument: 1/2 IN BRONZE BUTTON W/PUNCH ON CONC MON, IN CASE, DN. 0.3' NORTHING: 51991.935 EASTING: 395595.663 ELEVATION: 5.743 1161 NW Corner 30 T23N R5E Location: Found a 3" pipe 1.0'tall 900'west of Lind Ave SE on pipeline R.O.W. west from the extension of SW 23rd St.on east side of creek. r Monument: CAPPED 3 IN IRON PIPE WITH [X] NORTHING: 51993.586 EASTING: 394884.710 ELEVATION: rwii MO Ii G3-3 SECTION 19 T23N R5E W.M. 28-Apr-00 Horizontal: NAD 1983/91 Meters Vertical: NAVD 1988 Meters 1551 Location: Found 3/8" brass plug in a 10"monument case in centerline of Lind Ave SW +.. at SW 23rd. St. (pipeline R.O.W.) Monument 3/8 IN BRASS PLUG IN MON CASE WO NORTHING: 51992.882 EASTING: 395190.593 ELEVATION: 6.497 wr 1856 Location: Found a Washington State Department of Transportation brass disk set in south shoulder of SR167, 1-405 overcrossing above the approximate centerline of SR167. MIL Monument: W.S.D.O.T. BRASS DISC rrr NORTHING: 52927.573 EASTING: 395616.229 ELEVATION: ,r 1895 Location: Found a 2" flat brass disc with a punch mark on a 4"x4" concrete post monument down 0.45' in a monument case at the constructed intersection of SW 16th Street& Lind Avenue SW. This mark is an alternate to the quarter corner to sections 24-23-4E & 19-23-5E. Monument: 2 IN BRASS DISC W/PUNCH ON CONC MON, IN CASE, DN. 0.45' NORTHING: 52766.111 EASTING: 395209.265 ELEVATION: 7.834 .rr .r G3-4 SECTION 19 T23N R5E W.M. 28-Apr-00 Horizontal: NAD 1983/91 Meters Vertical: NAVD 1988 Meters 1922 Location: Found brass disk on west sidewalk at the north end of the Lind Ave SW bridge over 1405 Monument BRASS SURFACE DISC NORTHING: EASTING: ELEVATION: 15.400 2484 Location: Top of 1/4" brass pin set in concrete filled 2" I.P. in a monument case 1.5' southeast of the constructed intersection of S. 21st Street and Talbot Road S. Monument: BRASS PIN IN CONC FILLED I.P. IN CASE NORTHING: EASTING: ELEVATION: 62.176 mit Nit a G3-5 i iiil