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r Award Date: -0(-/D-Oli CAG-06, 03q Awarded to: V%//y r iZ,�a`� Z�T•y' PG NE' AE�Gbti1oA,�P, W.9 9805"3 Award Amount: -�Z70 749. oz l/VGL. 8.g°�a SAGAS r T-4)( bow r Bidding Requirements, City of Renton Forms, Contract Forms, City f Renton ` Conditions of the Contract, Plans Y and Specifications �. Construction of: w 8—INCH WATER MAIN REPLACEMENT IN: too N 31St STREET N 33rd STREET NE 24th STREET PROJECT NO. WTR-27-3287 City of Renton February 2006 1055 South Grady Way Renton, WA 98055 General Bid Information: (425)430-7266 Water Utility Engineering Contact: Rick Moreno (425)430-7208 ` H:\File Sys\WTR-Drinking Water Utility\WTR-27-Water Project Files\WTR-27-N31 st,N33rd St,NE 24th St.Water Main\bidpak.DOC i CITY OF RENTON RENTON, WASHINGTON CONTRACT DOCUMENTS i for the 8-INCH WATER MAIN REPLACEMENT IN: i N 31ST STREET, N 33RD STREET, NE 24TH STREET PROJECT NO. WTR-27-3287 •• FEBRUARY 2006 BIDDING REQUIREMENTS CONTRACT FORMS CONDITIONS OF THE CONTRACT i SPECIFICATIONS PLANS i R'V F ti c? 23169 �q O� FG/STE r F`s`�'Ic�PJAL��G Exs -Z D CITY OF RENTON WATER UTILITY " 1055 South Grady Way Renton, WA 98055 r. HAFile Sys\WTR Drinking Water Utility\WTR-27-Water Project Files\WTR-27-N31st,N33rd St,NE 24th St.Water Main\bidpak.DOC i CITY OF RENTON WTR-27-3287 8-INCH WATER MAIN REPLACEMENT (N 31ST ST., N 33RD ST., NE 24TH ST.) 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/Proposal Form: Non-Collusion Anti-Trust Claims Minimum Wage Form *Bid Bond Form „t *Schedule of Prices ❖Bond to the City of Renton ❖Fair Practices Policy Affidavit of Compliance .r ❖Contract Agreement(Contracts other than Federal-Aid FHWA) ❖City of Renton Insurance Information Form ❖City of Renton Standard Endorsement Form r 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 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 r 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. * Submit with Bid (gold) ❖ Submit at Notice of Award CITY OF RENTON Planning/Building/Public Works Department 1055 South Grady Way ' Renton,Washington 98055 H:\File Sys\WTR-Drinking Water Utility\WTR-27-Water Project Fi1es\WTR-27-N31 st,N33rd St,NE 24th St.Water Main\bidpak.DOC CITY OF RENTON SUMMARY OF FAIR PRACTICES POLICY ADOPTED BY RESOLUTION NO. 3229 r 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: r (1) EMPLOYMENT PRACTICES - The City of Renton will ensure all employment related activities included recruitment, selection, promotion, demotion, training, retention and VW 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 r 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. Copies of this policy shall be distributed to all City employees, shall appear in all operational documentation kb of the City, including bid calls, and shall be prominently displayed in appropriate city facilities. kCONCURRED IN by the City Council of the City of RENTON,Washington,this 7 thday of October, 1996. CITY OF RENTON: RENTON CITY COUNCIL: Mayor Council President tAttest: City Cler} 03_SUMRY.D0C\ CITY OF RENTON SUMMARY OFAAERICANS WITH DISABILI77ES ACT POLICY ADOPTED BYRESOLUTIONNO. 3007 The policy of the City of Renton is to promote and afford equal treatment and service to all citizens and to assure employment opportunity to persons with disabilities, when the City of Renton can reasonably accommodate the disability. This policy shall be based on the principles of equal employment opportunity, the Americans With Disabilities Act and other applicable guidelines as set forth in federal, state and local laws. All departments of the City of Renton shall adhere to the following guidelines: (1) EMPLOYMENT PRACTICES - All activities relating to employment such as recruitment, selection,promotion,termination and training shall be conducted in a non- discriminatory manner. Personnel decisions will be based on individual performance, staffing requirements, and in accordance with the Americans With Disabilities Act and other applicable laws and regulations. (2) COOPERATION WITH HUMAN RIGHTS ORGANIZATIONS - The City of Renton will cooperate fully with all organizations and commissions organized to promote fair practices and equal opportunity for persons with disabilities in employment and receipt of City services, activities and programs. (3) AMERICANS WITH DISABILITIES ACT POLICY-The City of Renton Americans With Disabilities Act Policy will be maintained to facilitate equitable representation within the City work force and to assure equal employment opportunity and equal access to City services, activities and programs to all people with disabilities. It shall be the responsibility and the duty of all City officials and employees to carry out the policies and guidelines as set forth in this policy (4) CONTRACTOM' OBLIGATION - Contractors, subcontractors, consultants and suppliers conducting business with the City of Renton shall abide by the requirements of the Americans With Disabilities Act and promote access to services, activities and programs for people with disabilities. Copies of this policy shall be distributed to all City employees, shall appear in all operational documentation of the City, including bid calls, and shall be prominently displayed in appropriate City facilities. CONCURRED IN by the City Council of the City of Renton, Washington, this 4th day of October 1993: C RENTON RENTON CITY COUNCIL: fA A 0K Mayor mcil President Attest: r r� City Clerk op aw ib r CITY OF RENTON WTR-27-3287 8-INCH WATER MAIN RPLACEMENT (N 31ST ST.,N 33RD ST.,NE 24TH ST.) SCOPE OF WORK The work involved under the terms of this contract document shall be full and complete installation of the facilities as shown on the plans and as described in the construction specifications, to include but not be limited to: Furnish and install approximately 2,120 linear feet of 8-inch diameter Class 52 ductile iron pipe and fittings with r polywrap, 363/4-inch copper water services and reconnections, 5 fire hydrants,4 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 r. contract document. A total of sixty (60) working days will be allowed for the completion of this project. r r r ns rr HAFile Sys\WTR-Drinking Water Utility\WTR-27-Water Project Files\WTR-27-N3 1st,N33rd St,NE 24th St.Water Main\bidpak.DOC\RLM\ Page 3 r 8— INCH WATER MAIN REPLACEMENT IN : N 31ST. ST, N 33RD ST. AND NE 24TH ST. I s LAKE WASHINGTON N 33RD ST d C= ® v N 31ST ST 4 Y 0 a NE 24TH ST/ HIGH AVE NE w to PROJECT VICINITY MAP NO SCALE CORPORATION ACCOUNT RESOLUTION FOSTER & MARSHALL INC. till I do hereby certify that at a meeting of the Board of Directors Of '4.5 YO C-c 46 f e0'f 1---1— (a corporation organized under the laws of ) duly called and held at No. in the City of State of W(is k t tic,( f0-1 on the ;_04 day of T,-,,,, 19 $( a quorum being present and voting throughout, the following resolutions, upon motion made, seconded and carried, were duly adopted and are now in full force and effect: RESOLVED, that this corporation open an account with the firm of Foster & Marshall Inc. for the purpose of buying, selling and trading in, for the account and risk of the corporation, and in its name, stocks, bonds and other securities and/or contracts for securities* on margin or otherwise and including short sales and in accordance with the terms and conditions required by said firm of Foster & Marshall Inc.; and RESOLVED, that the following officers, viz. tip and their successors in such offices and/or V1Nc f-It 11 '111 er/b J J t uy1Nl Nr,`f I�IZZa F�'�o be and they hereby are and each is authorized and empowered to enter orders for purchases and sales and said officers and each of them is authorized and empowered to give instructions, in every respect concerning said account with Foster &Marshall Inc. and said firm is authorized and empowered to make payments of monies and deliveries of securities or contracts to said officers or otherwise as they and each of them may order and direct, and the said officers and each of them is authorized and empowered to execute any and all agreements with the said firm on behalf of the corporation in connection with the said account in order to conform with the rules and regulations of Foster& Marshall Inc. concerning any of the said aforesaid transactions and in all matters and things before mentioned the said officers and each of them is authorized to act for the corporation and in its behalf; and ti RESOLVED, that the corporation does hereby agree to indemnify and hold Foster&Marshall Inc. harmless from and promptly to pay said firm on demand any and all losses arising therefromand the amount of any debit balance due on the account; and RESOLVED, that the authority in said officers and/or vested shall be a continuing one and shall remain in full force and effect until the firm of Foster& Marshall Inc. shall receive from the corporation a written notice of the revocation of such authority; and the persons named (and their successors) shall be presumed to be continuously the holders of such offices until Foster & Marshall Inc. shall receive from the corporation a written notice of the election of their successors, properly certified by the secretary of the corporation. RESOLVED, that the said officers of this Corporation be and they hereby are authorized and empowered to cause one or more accounts belonging to the Corporation to be carried in the name or names of any of such officers or in the name of a nominee designated by such officers, and that securities purchased for the account of the Corporation may likewise be registered in the name or W names of any of such officers or in the name of any nominee designated by such officers; and RESOLVED, that the foregoing resolutions shall apply as to any successor firm of the present firm of Foster&Marshall Inc. RESOLVED, that the secretary of this corporation be and he hereby is authorized to certify to said firm the foregoing resolutions and that the provisions thereof are in conformity with the charter and by-laws of this corporation. I, the said secretary, do further certify that there is no provision in the charter or by-laws of - V J M (`.,NSTrre cT1b0 Co rmmc- limiting the power of the Board of Directors to pass the foregoing resolutions and I do certify and warrant that the same are in conformity with the provisions of said charter and the by-laws of the corporation and within its corporate and lawful powers. I do further certify that the present officers of this corporation.are as follows: Name Office lc-,, P/C'J1c e-4 - �ttt_11}1f1,7 ! Pfl?ci.-2 '1 r.1v1^Z S�c,,•-tz?i'cl / j/fCt=,1)re<^ WITNESS my hand and the seal of the corporation this, (-day of - l9 a" Secretary of tVd Fdrp tation xxx if account is to be for cash insert words "for cash and not." xxxtf the resolution authorizes Secretary to act thereunder, and the Secretary, alone, or in conjunction with some other officers, toes so act, certification should be by another officer in addition to the Secretary. A/C No. FORM 91 SECURITY r 1 i � i .. 3 1 1 1 w � How L M r-1 O H W ,--io 00 N H a q Ln ' a N EU �k L ZLn cncla!] PF-tEw-i warn FC cn O FC a WhW Zo3 W FA co Cw h d° 0z w ' Q w a ° �w > Ha ji ' o X ' hl v'. i _ ° � , w= En C) ° 5c� C � 0 3 C 0 L Q>'D N N a . O in. U) O C U C 0 Uvm 3cUOC >. (9 C C T U (II.V C M to ca p co n J O O cn N c = E O� O N > mTor w L rn � Os c C L cD m a)O co ° r ca m �' 3 M v-- ca� a�i�� Cfn w cr v 0- 0] N O c `: C O C y C O 0 N O O> OLJ -0 L) U V d in cc—Z C I —p C O T Cn y N Inc U ° �a o ° ca 0 W 7 U) a) O O U O C Va>-0C Eucn0 _ O C.0 N CO (4 U O cn Q.p. a) C U.1 -� O W o c '-' N�p m� J fl U U W Z W Z m Z d O = t= � Q o U N I �i w z o O N N U z Z_ W O N U CY) F+1 IZ z LO L7 C) W rn 0 N � z r � n < z 0 CO N Z'� W a) > - ry W U? N Z VJM Construction Co, Inc. 12409 230th Place NE Redmond, WA 98053 LIST OF RESPONSIBLE PARTIES NAMES ADDRESS PHONE NUMBERS TITLES Vince Mazzaferro 12409 230"Pl. N.E. 425-942-3231 (c) President Redmond, Wa 98053 Fred Mazzaferro 4723 268th Ave NE 425-941-3120 (c) Head of Operations Redmond, Wa 98053 425-836-5401(h) Jeannine Mazzaferro 12409 230'h PI NE 425-246-7338 (c) Secretary Redmond, Wa 98053 425-868-9066 (h) Bookkkeeper Glenn Davidson 724 West Smith St 253-458-2252 Ins &Bonding Kent, Wa 98035 Agent 1 INSTRUCTIONS TO BIDDERS r 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. 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. ,r 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 r. 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. s 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. .s 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 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. .w 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. 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. HAFile Sys\WTR-Drinking Water Utility\WTR-27-Water Project Files\WTR-27-N3 1st,N33rd St,NE 24th St.Water Main\bidpak.DOC\RLM\ Page 5 I � 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. r 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 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 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 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 environmental pollution and the preservation of public natural resources. The CONTRACTOR shall conduct the work in accordance with all applicable pollution control laws. The CONTRACTOR shall comply with and be liable for all penalties, damages, and violations under Chapter 90.48 RCW, in performance of the work. The CONTRACTOR shall also comply with Article 4 in the Puget Sound Air Pollution Control Agency Regulation III regarding removal and encapsulation of asbestos materials. 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. HAFile Sys\WTR-Drinking Water Utility\WTR-27-Water Project Files\WTR-27-N3 1st,N33rd St,NE 24th St.Water Main\bidpak.DOC\RLM\ Page 6 am 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 s Specifications." 1. Any reference to"State," "State of Washington," 'Department of Transportation," "WSDOT," to 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. r 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 rr. their bid. Upon approval of the City, the Bidder may make such subsurface explorations and investigations as they see fit. The Bidder shall be responsible for protection of all existing facilities, utilities and other buried or surface improvements and shall restore the site to the satisfaction of the City. • Have you submitted,as part of your bid, all documents marked in the index as "Submit With Bid"? • Has bid bond or certified check been enclosed? • Is the amount of the bid guaranty at least 5 percent of the total amount of the bid including sales tax? ++. • Has the proposal been signed? • Have you bid on ALL ITEMS and ALL SCHEDULES? • Have you submitted the Subcontractors list, (if required)? • Have you reviewed the Prevailing Wage Requirements? • Have you certified receipt of addenda, if any? aw HAFi1e Sys\WTR-Drinking Water Utility\WTR-27-Water Project Files\WTR-27-N3 1st,N33rd St,NE 24th St.Water Main\bidpak.DOC\RLM\ Page 7 r. r. CITY OF RENTON CAG—0 6—0 3 9 CALL FOR BIDS WTR-27-3287 .. 8-Inch Water Main Replacement in: N 31"St.,N 33rd St., NE 24`h St. Sealed bids will be received until 2:30 p.m., Tuesday, March 28,2006,at the City Clerk's office, 7`h Floor, and will be opened and publicly read in the 5`h Floor Conference Room,#521, Renton City Hall, 1055 South Grady Way,Renton, Washington 98055. ir. 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 2,120 linear feet of 8-inch diameter Class 52 ductile iron pipe and fittings with polywrap, 36'/4-inch copper water services and reconnections, 5 fire hydrants, 4 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. w Any contractor connected with this project shall comply with all Federal, State, County, and City codes and regulations applicable to such work and perform the work in accordance with the plans and specifications of this contract document. The City reserves the right to reject any and/or all bids and to waive any and/or all informalities. r Approved plans and specifications will be available starting March 13, 2006. 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 postage, which is also non-refundable. If ordered by mail, the Planning/Building/Public Works Department sixth floor Customer Service Counter must receive the order along with check no later than March 20, 2006(It is suggested that bidders call to confirm receipt of mail requests). No telephone orders will be accepted. Questions regarding this call for bids or the plan holders lists should be directed to the Public Works Customer Service Counter at the above address or at(425)430-7200. If a bidder has any questions regarding the project,please contact the Project Manager, Rick Moreno, at 1055 South Grady Way, Renton, WA 98055 or "P (425)430-7208. The estimated project cost range is $225,000 -$275,000, 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. The City's Fair Practices,Non-Discrimination, and Americans with Disabilities Act Policies shall apply. Bonnie I. Walton, City Clerk Published: Daily Journal of Commerce March 13, 2006 Daily Journal of Commerce March 20, 2006 ,.. CITY OF RENTON Combined Affidavit and Certification form: Non-Collusion,Anti-Trust,and Minimum Wage (Non-Federal Aid) NON-COLLUSION AFFIDAVIT Being duly sworn, deposes and says, that he is the identical person who submitted the foregoing proposal or bid, and that such bid is genuine and not sham or collusive or made in the interest or on behalf of any person not therein named, and further, that the deponent has not directly induced or solicited any other Bidder on the foregoing work or equipment to put in a sham bid, or any other person or corporation to refrain from bidding, and that deponent has not in any manner sought by collusion to secure to himself or to any other person any advantage over other Bidder or Bidders. AND CERTIFICATION RE: ASSIGNMENT OF ANTI-TRUST CLAIMS TO PURCHASER Vendor and purchaser recognize that in actual economic practice overcharges resulting from anti-trust violations are in fact usually borne by the purchaser. Therefor, vendor hereby assigns to purchaser any and all claims for such over- charges as to goods and materials purchased in connection with this order or contract, except as to overcharges resulting from anti-trust violations commencing after the date of the bid, quotation, or other event establishing the price under this order or contract. In addition, vendor warrants and represents that such of his suppliers and subcontractors shall assign any and all such claims to purchaser, subject to the aforementioned exception. 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 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 aw contract: that I have read the above and foregoing statement and certificate, know the contents thereof and the substance as set forth therein is true to my knowledge and belief. FOR: NON COLLUSION AFFIDAVIT, ASSIGNMENT OF ANTI-TRUST CLAIMS TO PURCHASER AND MINIMUM WAGE AFFIDAVIT 0 - i AJ Ck (,JaTCf MAi I✓ OC40�ACC M U. : /Q 3/ 5 Ti'acT N 33 STf it/�dY s rrccT` Name of Project V J M Co,)sT- Co , A JC_ Name of Bidder's Firm ure of Authorized Representative of Bidder Subscribed and sworn to before me on this I day of �lAu vet , 2006. 0FtY!SO N,,i ��•GOMM. F�A�y��$ AA No Tp,9 100 Notary Public in an for the Stat of Washington Notary (Print) Ca V G •.�.yJ°.'S'(igp WASN�Y 26 �•� My appointment expires: 6 <* V► .� OF % 911[;olasso�� am CITY OF RENTON °r WTR-27-3287 8-Inch Water Main Replacement (N 31St Street, N 33rd Street, NE 24th Street) �. PROPOSAL TO THE CITY OF RENTON RENTON,WASHINGTON Ladies and/or Gentlemen: The undersigned hereby certify that the bidder has examined the site of the proposed work and have read and thoroughly understand the plans, specifications and contract governing the work embraced in this improvement, -- and the method by which payment will be made for said work, and hereby propose to undertake and complete the work embraced in this improvement, or as much thereof as can be completed with the money available, in accordance with the said plans, specifications and contract and the following schedule of rates and prices: (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.) nn � Printed Name J C'o N S T G Signature Address: 14 q 0 9 a 3 D ILL AI L-o Wet gSo53 Names of Members of Partnership: OR ��yy ... Name of President of Corporation Vi, J c enJ T 7 �19 2.Z.�t-er l a Name of Secretary of Corporation I•A W N i)V e— N /9 ez e-ff 0 Corporation Organized under the laws of U )A4 ;hl 0 iJ pp '► With Main Office in State of Washington at /�y O 3 C) �L./�(� 2e��oIV v� �X053 H:\File Sys\WTR-Drinking Water Utility\WTR-27-Water Project Files\WTR-27-N3 1st,N3 3rd St,NE 24th St.Water Main\bidpak.DOC\RLM\ Page 11 CITY OF RENTON PUBLIC WORKS DEPARTMENT SCHEDULE OF PRICES ... N 31st St., N99 33rd St., (Note: Unit prices for all items,all extentions,and tota�amounf ofTi4 muSsibe shown. Show unit prices in both words and figures and where conflictconflict occurs the written or typed words shall prevail.) ITEM APPROX. ITEM WITH UNIT PRICED BID UNIT PRICE AMOUNT NO. QUANTITY (Unit Prices to be Written in Words) Dollars Cts. Dollars Cts. „- 001. 1 Mobilizatio & Demobi iz tion co Lump Sum $ J per Lump Sum (words) figures 002. 1 Trench xcavation S f ty Systems Lump Sum $ %JAA -6 a c?boc , per Lump Sum (words) figures 003. 1 Constr ction Surve i , Staking, & s-Builts Cep Lump Sum $ .� CV0 4 per Lump Sum (words) figures 004. 1 Temporary Erosion/Se imentation Co rots CID CAO Lump Sum $ p� �.. per Lump Sum (words) figures 005. p Traffic Coco t� a /O DOO 1 /q Lump Sum $ per Lump Sum (words) figures 006. Each $3/4"W ter Service C=1,1 j O� � / Y.. L� per Each (words) figures 007. 2,120 8-Inch DIP Cl. 52 & Fitti s6(Pollywra ed) _ 60 to Linear Foot $ �, 7 per Linear Foot V ( ords) figures a.... 008. 7 8-Inch ate V_alve Ass GO CC) Each $ 9OO r C/ 00 r per Each (words) igures 009. Each Fire Hy r ly _ ��,� s co CID per Each rds gures 010. 4 Conn ior�to Existing�IV r M ►� 4 Q�(/��/h�(� Each $ j/.'W I per ach ords) figures 011. 10 Concretp Thrust Blocks & D ad- n Blocks GL� 60 Cubic yard $ „t,�-tom per Cubic Yard (words) figures 012. 20 Removal & Replacement of Unsuitable Foundation Material Ton $ Cn� dG� Q per Ton (words) figures 013. Too elec rt d Trench Bac 'll (G el Borrow) / �� fli per on (words) figures Page 1 W— CITY OF RENTON PUBLIC WORKS DEPARTMENT SCHEDULE OF PRICES N 31 st St., N 33rd St., Note: Unit prices for all items,all extentions,and iota amounN o 94jh S p f "t f�ii mus ( be shown. Show unit prices in both words and figures and where conflictconflict occurs the written or typed words shall prevail.) ... ITEM APPROX. ITEM WITH UNIT PRICED BID UNIT PRICE AMOUNT NO. QUANTITY (Unit Prices to be Written in Words) Dollars Cts. Dollars Cts. 014. 350 Crushed Surfacing To Course &Crushed Rock Backfill (10 � Ton $ IS , per Ton V (words) figures 015. 250 Asphalt Patch Class B Co Ton $ dol ® i per Ton (words) figures 016. 20 Remove plac oncrete ewa Driveway (,�( Sq. Yard $ 30 per Square Yard V (words) figures 017. 1 Remov , Restore Lawn, Landscaping Res ration CP Lump Sum $ � i (;R00 ) LO per Lump Sum (words) figures 018. 1 Removal of Existing.Fire y ts dra , Val y B xes CIO !.� Lump Sum $ .i; CZ.50 per Lump Sum (words) figures jqFSubtotal aw Sao 8.8%Sales Tax � �� Total .r Page 2 BID BOND FORM .. Herewith find deposit in the form of a certified check,cashier's check,cash, or bid bond in the amount of$ which amount is not less than five percent of the total bid. Sign here r Know All Men by These Presents: Thatwe, V.J.M. Construction Inc. , as Principal,and_Deyelopers Surety & Indemnity Company as Surety, are held and firmly bound unto the City of Renton, as Obligee, in the penal sum of -05% of the total amount bid--- Dollars,for the payment of which the Principal and the Surety bind themselves,their heirs,executors, administrators,successors and assigns, jointly and severally, by these presents. The condition of this obligation is such that if the Obligee shall make any award to the Principal for- 8-Inch Water Mian Replacement(N 3161 Street,N 33`d Street,NE 24h Street) according to the terms of the proposal or bid made by the Principal therefor, and the Principal shall duly make and enter into a contract with the Obligee in accordance with the terms of said proposal or bid and award and shall give bond for the faithful performance thereof, with Surety or Sureties approved by the Obligee; or if the Principal shall, in case of failure to do so, pay and forfeit to the Obligee the penal amount of the deposit specified in the call for bids, then this obligation shall be null and void; otherwise it shall be and remain in full force and effect and the Surety shall forthwith pay and forfeit to the Obligee;as penalty and liquidated damages, the amount of this bond. SIGNED, SEALED AND DATED THIS 21st DA OF March ,2009.6. rincipal J.M. Gwtruction, Inc, SurbV Glenn F. Davidson, Attorney-in4act Developers Surety & Indemnity Company Received return of deposit in the sum of$ H:\File Sys\WTR-Drinking Water Utility\WTR-27-water Protect Fiks\WrR-27-N3 1st,N33rd St,NE 24th St.Water Main\bid pak.D OC\RLM\ pnne 10 ti POWER OF ATTORNEY FOR DEVELOPERS SURETY AND INDEMNITY COMPANY INDEMNITY COMPANY OF CALIFORNIA PO BOX 19725,IRVINE,CA 92623 (949)263-3300 KNOW ALL MEN BY THESE PRESENTS,that except as expressly limited,DEVELOPERS SURETY AND INDEMNITY COMPANY and INDEMNITY COMPANY OF CALIFORNIA,do each,hereby make,constitute and appoint: INS ***Glenn F. Davidson, Ann Bosik, Lorna F. Williams, Rebecca James, Kori White, Jennifer Dawson, Terrence Bedford, jointly or severally*** as their true and lawful Attomey(s)-in-Fact,to make,execute,deliver and acknowledge,for and on behalf of said corporations,as sureties,bonds,undertakings and contracts of suretyship giving and granting unto said Attomey(s)-in-Fact full power and authority to do and to perform every act necessary,requisite or proper to be done in connection therewith as each of said corporations could do,but reserving to each of said corporations full power of substitution and revocation,and all of the acts of said Attomey(s)-in-Fact,pursuant to these presents,are hereby ratified and confirmed. This Power of Attorney is granted and is signed by facsimile under and by authority of the following resolutions adopted by the respective Board of Directors of DEVELOPERS SURETY AND INDEMNITY COMPANY and INDEMNITY COMPANY OF CALIFORNIA,effective as of November 1,2000: RESOLVED,that the Chairman of the Board,the President and any Vice President of the corporation be,and that each of them hereby is,authorized to execute Powers of Attorney,qualifying the attomey(s)named in the Powers of Attorney to execute,on behalf of the corporations,bonds,undertakings and contracts of suretyship;and that the Secretary or any Assistant Secretary of the corporations be,and each of them hereby is,authorized to attest the execution of any such Power of Attorney; RESOLVED,FURTHER,that the signatures of such officers may be affixed to any such Power of Attorney or to any certificate relating thereto by ONE facsimile,and any such Power of Attorney or certificate bearing such facsimile signatures shall be valid and binding upon the corporation when so affixed and in the future with respect to any bond,undertaking or contract of suretyship to which it is attached. IN WITNESS WHEREOF,DEVELOPERS SURETY AND INDEMNITY COMPANY and INDEMNITY COMPANY OF CALIFORNIA have severally caused INS these presents to be signed by their respective Executive Vice President and attested by their respective Secretary this 1 st day of December, 2005. By: '..-.AND.... PAN YO David H.Rhodes,Executive Vice-President .'Q��,.• ... GO Po c C6 00 0 R4 4 CLU 10 c>5 W 1967 By: ZA"e"_ 1936 �a C/F P��Pa Walter A.Crowell,Secretary .�7�•, /pyy p ,,.•A O ...........• STATE OF CALIFORNIA COUNTY OF ORANGE On December 1,2005 before me,Gina L.Gamer, (here insert name and title of the officer), personally appeared David H.Rhodes and Walter A.Crowell, ` personally known to me(or proved to me on the basis of satisfactory evidence)to be the person(s)whose name(s)is/are subscribed to the within instrument and acknowledged to me that he/she/they executed the same in his/her/their authorized capacity(ies),and that by his/her/their signature(s)on the instrument the person(s), or the entity upon behalf of which the person(s)acted,executed the instrument. ss� WITNESS my hand and official seal. GINA L.GARNER COMM.# 1569561 Signature (SEAL) NOTARY PUBUC CALIFORNA ORANGE COUNTY My comet.expires M 13,2009 CERTIFICATE The undersigned,as Assistant Secretary,of DEVELOPERS SURETY AND INDEMNITY COMPANY and INDEMNITY COMPANY OF CALIFORNIA, does hereby certify that the foregoing Power of Attorney remains in full force and has not been revoked,and furthermore,that the provisions of the resolutions of the respective Boards of Directors of said corporations set forth in the Power of Attorney,are in force as of the date of this Certificate. This Certificate is executed in the City of Irvine,California,the 21 S t day of March 2006 By Albert Hillebrand, Assistant Secretary INS ID-1380(Rev.12/05) BOND TO THE CITY OF RENTON Bond No. 576816P KNOW ALL MEN BY THESE PRESENTS: r That we, the undersigned V.J.M. Construction Co. , Inc. r as principal, and Devel opens Surety & Indemni ty Co. corporation organized and existing under the laws of the State of T nwa as a surety corporation, and qualified under the laws of the State of Washington to become surety upon bonds of contractors with municipal corporations, as surety are jointly and severally held and firmly bound to the City of Renton in the penal sum of $270,749.02 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. r Dated at Kent ,Washington,this o2s day of April 20096. Nevertheless, the conditions of the above obligation are such that: w WHEREAS, under and pursuant to Public Works Construction Contract CAG-06-039 providing for construction of 2006 8-Inch Water Main Replacement in: N 31"Street,N 33`d Street,NE 24`h Street r (Project name) the principal is required to furnish a bond for the faithful performance of the contract; and WHEREAS, the principal has accepted, or is about to accept, the contract, and undertake to perform the work therein provided for in the manner and within the time set forth; NOW, THEREFORE, if the principal shall faithfully perform all of the provisions of said contract in the manner r 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 r. City of Renton harmless from any loss or damage occasioned to any person or property by reason of any carelessness or negligence on the part of said principal, or any subcontractor in the performance of said work, and shall indemnify and hold the City of Renton harmless from any damage or expense by reason of failure of performance as specified in the contract or from defects appearing or developing in the material or workmanship provided or performed under the contract within a period of one year after its acceptance thereof by the City of Renton, then and in that event this obligation shall be void; but otherwise it shall be and remain in full force and effect. V.J.rl. Construction Co. , Inc. Developers Surety & Indemnity Company Principal Surety s�iinatureU If Signature 0 Vincent J. Mazzaferro, President Glenn F. Davidson, Attorney-*-•Fact Title Title .r Approved by Larry W arree 2/14!92 r H:\File Sys\WTR-Drinking Water Utility\WTR-27-Water Project Files\WTR-27-3287-N 31st,N 33rd,NE 24th,High Ave NE-2006 Water Main Replacement\Bid Docs\bidpak.DOC\RLM\ Page 15 r POWER OF ATTORNEY FOR DEVELOPERS SURETY AND INDEMNITY COMPANY INDEMNITY COMPANY OF CALIFORNIA PO BOX 19725,IRVINE,CA 92623 (949)263-3300 KNOW ALL MEN BY THESE PRESENTS,that except as expressly limited,DEVELOPERS SURETY AND INDEMNITY COMPANY and INDEMNITY COMPANY OF CALIFORNIA,do each,hereby make,constitute and appoint: r■ ***Glenn F. Davidson, Ann Bosik, Lorna F. Williams, Rebecca James, Kori White, Jennifer Dawson, Terrence Bedford, jointly or severally*** ■r as their true and lawful Attomey(s)-in-Fact,to make,execute,deliver and acknowledge,for and on behalf of said corporations,as sureties,bonds,undertakings and contracts of suretyship giving and granting unto said Attomey(s)-in-Fact full power and authority to do and to perform every act necessary,requisite or proper to be done in connection therewith as each of said corporations could do,but reserving to each of said corporations full power of substitution and revocation,and all of the acts of said Attomey(s)-in-Fact,pursuant to these presents,are hereby ratified and confirmed. This Power of Attorney is granted and is signed by facsimile under and by authority of the following resolutions adopted by the respective Board of Directors of DEVELOPERS SURETY AND INDEMNITY COMPANY and INDEMNITY COMPANY OF CALIFORNIA,effective as of November 1,2000: RESOLVED,that the Chairman of the Board,the President and any Vice President of the corporation be,and that each of them hereby is,authorized to execute Powers of Attorney,qualifying the attomey(s)named in the Powers of Attorney to execute,on behalf of the corporations,bonds,undertakings and contracts of suretyship;and that the Secretary or any Assistant Secretary of the corporations be,and each of them hereby is,authorized to attest the execution of any such Power of Attorney; RESOLVED,FURTHER,that the signatures of such officers may be affixed to any such Power of Attorney or to any certificate relating thereto by facsimile,and any such Power of Attorney or certificate bearing such facsimile signatures shall be valid and binding upon the corporation when so affixed and in the future with respect to any bond,undertaking or contract of suretyship to which it is attached. IN WITNESS WHEREOF,DEVELOPERS SURETY AND INDEMNITY COMPANY and INDEMNITY COMPANY OF CALIFORNIA have severally caused these presents to be signed by their respective Executive Vice President and attested by their respective Secretary this 1st day of December, 2005. By: �................ . David H.Rhodes,Executive Vice-President ��('1 AND X4,0,°' OMPAN O� JQ' ' ••P O F''•. G 'ikp 0 OCT.5 3a. 10 at'= W 1967 -0 By.Walter A.Crowell,Secretary o • 936 as �2 Oq4/FO" a= STATE OF CALIFORNIA COUNTY OF ORANGE On December 1,2005 before me,Gina L.Gamer, (here insert name and title of the officer), personally appeared David H.Rhodes and Walter A.Crowell, personally known to me(or proved to me on the basis of satisfactory evidence)to be the person(s)whose name(s)is/are subscribed to the within instrument and acknowledged to me that he/she/they executed the same in his/her/their authorized capacity(ies),and that by his/her/their signature(s)on the instrument the person(s), or the entity upon behalf of which the person(s)acted,executed the instrument. WITNESS my hand and official seal. GINA L.GARNER am COMM.# 1569561 Signature (SEAL) NOTARY PUBUC CAUFORNA ORANGE COUNTY 4%7 My comet.expires Ma 13,2W9 CERTIFICATE The undersigned,as Assistant Secretary,of DEVELOPERS SURETY AND INDEMNITY COMPANY and INDEMNITY COMPANY OF CALIFORNIA, does hereby certify that the foregoing Power of Attorney remains in full force and has not been revoked,and furthermore,that the provisions of the resolutions of the respective Boards of Directors of said corporations set forth in the Power of Attorney,are in force as of the date of this Certificate. This Certificate is executed in the City of Irvine,California,the 10t hday of April 2006 ' L By ' Albert Hillebrand, Assistant Secretary ID-1380(Rev.12/05) `.TY O CITY OF RENTON FAIR PRACTICES POLICY AFFIDAVIT OF COMPLIANCE M CONs7- hereby confirms and declares that (Name of contractor/subcontractor/consultant/supplier) I. It is the policy of V o� ]n'1 Cp/V3 r CO L/C, to offer equal (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. V I M C,W&I— C, complies with all applicable (Name of contractor/subcontractor/consultant/supplier) federal, state and local laws governing non-discrimination in employment. r III. When applicable, V M L©ry_a% Cu L;2c- will seek out and (Name of contractor/subcontractor/consultant/supplier) negotiate with minority and women contractors for the award of subcontracts. ,rr V ivcc-N T J Miiz2-Aeyo .. Print Agent/Representative's Name pt-GS I'd e.ry Print Agent/Representative's Title .w Agent/Represe nW ive's Si i CA: 4P `r /c), aoo 6 Date Sigrkd Instructions: This document MUST be completed by each contractor, subcontractor,consultant and/or supplier. r Include or attach this document(s) with the contract. H:\File Sys\WTR-Drinking Water Utility\WTR-27-Water Project Files\WTR-27-3287-N 31st,N 33rd,NE 24th,High Ave NE-2006 Water Main Replacement\Bid Docs\bidpak.DOC\RLM\ Page 16 JUL-1J-ZUUb 1b:Zf aattrVntu.0 --- ---- J ti�Y O CITY OF RI NTON FAIR PRACTICES POLICY + AFFIDA'VI'T'OF COMPLIANCE hucby confirms and declares that (Name of contractor/subcontractor/consultant/supplier) I. It is the polity of o f' wler �b �� to offer equal (Name of contmctorlsubconttactodcomultam/supplier) opportunity to all qualified employees and applicants for employment without regard to the race,crecd,color,sex.national origin,age,disability or veteran status. II f!.D complies with all applicable (Name of contractor/subcontractor/consultant/supplier) federal,state and local laws governing non-discrimination in employment. M. When applicable, `{D�w�'' �°"`�°CLy will seek out and (Name of contractor/subcontractor/consultant/supplicr) negotiate with minority and women contractors for the award of subcontracts. Print ftent/Representative's Name �p 1CJ f9.o..vR Prim Agent/Representative's Title Agent/Representative'r Signature Date Signed Instructions: This document NTUST be completed by each contractor,subcontractor,consultant and/or supplier. Include or attach this documents)with the contract. H,.\File Sys%WTR-Drinking Watt:r Utility\w'rR-27-Writer Project FileAVM-Z7-3198-TALBOT HILL PHASE 2tbid specsMalbvt hill bidpak.DOC1Rl-M1tb Pzge 16 JLL-13-2W5 08=41 96Y P.02 TOTAL P.002 W.. W.. ,ten CONTRACT W� Wm wr CONTRACTS OTHER THAN FEDERAL-AID FHWA ' THIS AGREEMENT, made and entered into this_ day of , 20 O�o by and between THE CITY OF RENTON,W shington, a municipal corporation of the State Washington, hereinafter referred to as "CITY" and f�Teinafter referred to as "CONTRACTOR." WITNESSETH: 1) The Contractor shall within the time stipulated, (to-wit: within sixty (60) working days from date of commencement hereof as required by the Contract, of which this agreement is a component part) perform all the work and services required to be performed, and provide and furnish all of the labor, materials, appliances, machines, tools, equipment, utility and transportation services necessary to perform the Contract, and shall complete the construction and installation work in a workmanlike manner,in connection with the City's Project identified as No. WTR-27-3287, CAG-06-039 for improvement by construction and installation of. 2006 8-Inch Water Main N 3 0 Street,N 33`a Street,NE 24`h Street. All the foregoing shall be timely performed, furnished, constructed, installed and completed in strict conformity with the plans and specifications, including any and all addenda issued by the City and all other documents hereinafter enumerated, and in full compliance with all applicable codes, ordinances and regulations of the City of Renton and any other governmental authority having jurisdiction thereover. It is ' further agreed and stipulated that all of said labor, materials, appliances, machines, tools, equipment and services shall be furnished and the construction installation performed and completed to the satisfaction and the approval of the City's Public Works Director as being in such conformity with the plans, specifications and all requirements of or arising under the Contract. 2) The aforesaid Contract,entered into by the acceptance of the Contractor's bid and signing of this agreement, consists of the following documents, all of which are component parts of said Contract and as fully a part thereof as if herein set out in full,and if not attached,as if hereto attached. a) This Agreement b) Instruction to Bidders c) Bid Proposal d) Specifications e) Maps and Plans f) Bid g) Advertisement for Bids h) Special Provisions,if any i) Technical Specifications,if any H:\File Sys\WTR-Drinking Water Utility\WTR-27-Water Project Files\WTR-27-3287-N 31 st,N 33rd,NE 24th,High Ave NE-2006 Water Main Replacement\Bid Docs\bidpak.DOC\RLM\ Page 17 r 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 t Contractor's insolvency, or if he or any of his subcontractors should violate any of the provisions of this Contract, the City may then serve written notice upon him and his surety of its intention to terminate the Contract, and unless within ten (10) days after the serving of such notice, such violation or non-compliance r of any provision of the Contract shall cease and satisfactory arrangement for the correction thereof be made, this Contract, shall, upon the expiration of said ten (10) day period, cease and terminate in every respect. In the event of any such termination, the City shall immediately serve written notice thereof upon the surety and the Contractor and the surety shall have the right to take over and perform the Contract, 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. r4) The foregoing provisions are in addition to and not in limitation of any other rights or remedies available to the City. r5) Contractor agrees and covenants to hold and save the City, its officers, agents, representatives and employees harmless and to promptly indemnify same from and against any and all claims, actions, damages, liability of every type and nature including all costs and legal expenses incurred by reason of any work arising under or in connection with the Contract to be performed hereunder, including loss of life, personal injury and/or damage to property arising from or out of any occurrence, omission or activity upon, on or about the premises worked upon or in any way relating to this Contract. This hold harmless and indemnification provision shall likewise apply for or on account of any patented or unpatented invention, process, article or appliance manufactured for use in the performance of the Contract, including its use by the City,unless otherwise specifically provided for in this Contract. In the event the City shall, without fault on its part, be made a party to any litigation commenced by or against Contractor, then Contractor shall proceed and hold the City harmless and he shall pay all costs, expenses and reasonable attorney's fees incurred or paid by the City in connection with such litigation. Furthermore, Contractor agrees to pay all costs, expenses and reasonable attorney's fees that may be incurred or paid by City in the enforcement of any of the covenants,provisions and agreements hereunder. Nothing herein shall require the Contractor to indemnify the City against and hold harmless the City, from claims, demands or suits based solely upon the conduct of the City, its officers or employees and provided ' further that if claims or suits are caused by or result from the concurrent negligence of(a) the Contractor's agents or employees and(b)the City, its agents, officers and employees, and involves those actions covered by RCW 4.24.115, this indemnity provision with respect to claims or suits based upon such concurrent r 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-27-3287-N 31st,N 33rd,NE 24th,High Ave NE-2006 Water Main Replacement\Bid Docs\bidpak.DOC\RLM\ ' 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 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. H:\File Sys\WTR-Drinking Water Utility\WTR-27-Water Project Files\WTR-27-3287-N 31 st,N 33rd,NE 24th,High Ave NE-2006 Water ' Main Replacement\Bid Docs\bidpak.DOC\RLM\ Page 19 11) The total amount of this contract is the sum of $270,749.02 numbers �. Two Hundred Seventy Thousand Seven Hundred Feet Dollars and Two Cents written words V YA� which includes Washington State Sales Tax. Payments will be made to Contractor as specified in the ,. "General Requirements" and this Contract Document. r 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 PresidenWVrtner/6vA Kathy KeoAer,Mayor ATTEST ecretary Bonnie I.Walton,City Clerk Dba 'V..�.li9(o CONST. CO., INC. Firm Name ■• Check one , 13 Individual 13 Partnership 1�Corporation Incorporated in .r Attention: r If business is a CORPORATION, name of the corporation should be listed in full and both President and Secretary must sign the contract, OR if one signature is permitted by corporation by-laws, a copy of the by-laws shall be furnished to the City and made a part of the contract document. If business is a PARTNERSHIP, full name of each partner should be listed followed by d/b/a(doing business as) and firm or trade name; any one partner may sign the contract. If business is an INDIVIDUAL PROPRIETORSHIP, the name of the owner should appear followed by d/b/a and name of the company. r H:\File Sys\WTR-Drinking Water Utility\WTR-27-Water Project Files\WTR-27-3287-N 31st,N 33rd,NE 24th,High Ave NE-2006 Water Main Replacement\Bid Docs\bidpak.DOC\RLM\ Page 20 v p v w. INSURANCE 4/13/2006 1 : 54 PM 14254307665 002 ENDORSEMENT I 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 CoMM= Number issued by the(OWNER). -r-A tQ -0;a --03`1 1. ADDITIONAL INSURED. The OWNER their elected or appointed officers, officials, employees. subconsultants,and volunteers arc included as additionally insured with regard to damages and defense of claim;arising from: (n)activities performed by or on behalf of the NAMED INSURED;or(b)•ongoing operations of the NAMED INSURED, or (c)premises awned, 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 ]eased by the NAMED INSURED from the OWNER,the insumnm afforded by this policy shall be primary insurance as respects the OWNER, or any other insured. its elected or appointed officers, officials, employees,subconsultants or volunteers;or stand in an unbroken chain of coverage excess of the NAMED INSURED'S scheduled underlying primary coverage. In either event,any other insurance maintained by the OWNER, or any other insured, its elected or appointed officm, officiufs, employees, subeonsutltaats or volunteers shall be in excess of this insurance and shall not concribute with it. 3. SBVERABILITY 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 ermployee of any other Insured. This policy shall protect each insured in the same manner as through a separate policy had been issued to each, except that nothing herein shall operate to increase the company's liability beyond the amount nr amounts for which the company would have been liuble had only one insured been named. 4. CANC19J ATION NOTICE. The insurance afforded by this policy shall not be suspended, voided, canceled, reduced in coverage or in limits except after FORTY-FIVE (45) days' prior written notice by certified mail retarn receipt requested has been given to the OWNER. Such notice shall be addressed to(a) the OWNER and(b)the CONTRACTOR, S. CLAIM REPORTING. The OWNER has no obligation to report occurrences unless a claim has btaen filed with the OWNER. 6. AGGREGATF.IdMIT. The General Aggregate Limit under Limits of Insurance applies separately to the above named contract for the above named OWNER_ April 12 2006 C•lQnn F I)avirlcpn Date Authorized Repcesentnvc Ati_" 411k cf= AP - i Signature le�xarancepk.dad r y o� City of Renton 4 Human Resources & Risk Management Department Insurance Information Form r FOR: PROJECT NUMBER: STAFF CONTACT: r Certificate of Insurance indicates the coverages/limits specified in "t Yes ❑ No contract? Are the following coverages and/or conditions in effect? �] Yes ❑ No ■r The Commercial General Liability policy form is an ISO 1993 Yes ❑ No Occurrence Form or Equivalent? (If no,attach a copy of the policy with required coverages clearly 1°D identified) CG 0043 Amendatory Endorsement provided?* Yes ❑ No it General Aggregate provided on a"per project basis(CG2503)?* �,] Yes ❑ No Additional Insured wording provided?* Yes ❑ No r Coverage on a primary basis and non-contributing basis?* Yes ❑ No Waiver of Subrogation Clause applies?* Yes ❑ No r Severability of Interest Clause(Cross Liability)applies? Yes ❑ No Notice of Cancellation/Non-Renewal amended to 45 days?* Yes ❑ No *To be shown on certificate of insurance* r AM BEST'S RATING FOR CARRIER ^ / r /v GL Auto A Umb A Professional r This Questionnaire is issued as a matter of information. This questionnaire is not an insurance policy and does not amend, extend or alter the coverage afforded by the policies indicated on the attached CERTIFICATE OF INSURANCE. The CITY OF RENTON, at its option, shall obtain copies of the policies and/or specific declaration pages FROM awarded bidder prior to execution of contract. r. r Agency/Broker Co leted By Ty or Print Name) 9 aN � s, 4-k s+ Address 'Kt,4 (,1_A Completed B ignature) r Name of person to contact Telephone Number r NOTE: THIS QUESTIONNAIRE MUST BE COMPLETED FOR EACH LINE OF COVERAGE AND ATTACHED TO CERTIFICATE OF INSURANCE r r r 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 y • Owned Vehicles • Non-Owned Vehicles • Hired Vehicles (3) Workers'Compensation • Statutory Benefits(Coverage A)-Show WA L&I Number ' (4) Umbrella Liability • Excess of Commercial General Liability and Automobile Liability. Coverage should be as ' broad as primary. (5) Professional Liability - (whenever the work under this Contract includes Professional Liability, including Advertising activities) the (CONTRACTOR) shall maintain professional liability covering wrongful acts,errors and/or omissions of the(CONTRACTOR)for damage sustained by reason of or in the course of operations under this Contract. (6) Pollution Liability - the City may require this coverage whenever work under this Contract involves pollution risk to the environment. This coverage is to include sudden and gradual coverage for third party liability including defense costs and completed operations. ' tnsurancepk.doc\ ;r LIMITS REQUIRED The(CONTRACTOR)shall carry the following limits of liability as required below: Commercial General Liability General Aggregate* $ 2,000,000 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) Workers'Compensation Coverage A(Workers'Compensation)-Show WA L&I Number Umbrella Liability �5 Each Occurrence Limit $ 1,000,000 General Aggregate Limit $ 1,000,000 Products/Completed Operations Aggregate $ 1,000,000 Professional Liability(If required) ' Each Occurrence/Incident/Claim $ 1,000,000 Aggregate $ 2,000,000 ' (The City may require the CONTRACTOR keep this policy in effect 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 ' lnsurancepk.doc\ 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). (CONTRACTOR)shall provide CITY OF RENTON Certificates of Insurance and copies of policies, if requested, prior to commencement of work. Further, all ' policies of insurance described above shall: 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 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. ' Insurancepk.doc\ Client#:48136 VJMCONST ACORD- CERTIFICATE OF LIABILITY INSURANCE 04/07/os°'YYY'' PRODUCER THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION Bell-Anderson Ins. -Kent C/L ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE P.O. Box 887 HOLDER.THIS CERTIFICATE DOES NOT AMEND,EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. 724 West Smith St. Kent,WA 98035-0887 INSURERS AFFORDING COVERAGE NAIC# INSURED INSURER A: American States Insurance Company VJM Construction Co., Inc INSURER B: 12409 230th PI NE INSURER C: Redmond,WA 98053 INSURER D: INSURER E: COVERAGES THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED.NOTWITHSTANDING ANY REQUIREMENT,TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN,THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS,EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.AGGREGATE LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. LTR NSR TYPE OF INSURANCE POLICY NUMBER DATEYMM/DD/YYE POLICY MM ) DATE //DD/YY EXPIRATION LIMITS • GENERAL LIABILITY 01CG45014730 11/11/05 11/11/06 EACH OCCURRENCE $1,000,000 X COMMERCIAL GENERAL LIABILITY DAMAGE TO RENTED $200,000 CLAIMS MADE 51 OCCUR MED EXP(Any one person) $10000 PERSONAL&ADV INJURY $1 000 000 GENERAL AGGREGATE $2,000,000 GEN'L AGGREGATE LIMIT APPLIES PER PRODUCTS-COMP/OP AGG s2,000,000 POLICY X PRO LOC JECT • AUTOMOBILE LIABILITY 01CG45014730 11/11/05 11/11/06 COMBINED SINGLE LIMIT X ANY AUTO (Ea accident) $1,000,000 ALL OWNED AUTOS BODILY INJURY SCHEDULED AUTOS (Per person) $ X HIRED AUTOS BODILY INJURY $ X NON-OWNED AUTOS (Per accident) PROPERTY DAMAGE $ (Per accident) GARAGE LIABILITY AUTO ONLY-EA ACCIDENT $ ANY AUTO OTHER THAN EA ACC $ AUTO ONLY: AGG $ A EXCESS/UMBRELLA LIABILITY 01SU34506430 11/11/05 11/11106 EACH OCCURRENCE s3,000,000 OCCUR FI CLAIMS MADE AGGREGATE s3,000,000 DEDUCTIBLE $ X RETENTION $10000 $ WORKERS COMPENSATION AND 01CG45014730 11/11/05 11/11/06 TO ,u- 0E, A EMPLOYERS'LIABILITY WA Stop Gap E.L.EACH ACCIDENT $1,000,000 ANY PROPRIETOR/PARTNER/EXECUTIVE OFFICER/MEMBER EXCLUDED? E.L.DISEASE-EA EMPLOYEE $1,000,000 If yes,describe under SPECIAL PROVISIONS below E.L.DISEASE-POLICY LIMIT $2,000,000 OTHER DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES/EXCLUSIONS ADDED BY ENDORSEMENT/SPECIAL PROVISIONS RE: 2006 Water Main Replacement in N 31st St, N 33rd St&NE 24th St The City of Renton,their elected or appointed officers,officials, employees,subconsultants and volunteers are additional insured for general liability policy,when required by written contract, per blanket (See Attached Descriptions) CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION City of Renton DATE THEREOF,THE ISSUING INSURER WILL Rya0Mjtj§t MAIL AS DAYS WRITTEN 1055 South Grady Way NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE LEFT,"XR91 k Renton,WA 98055 *X"KXR=)=Alquxjoxx*xxxxvxmxxxaaxmxxetKWAKNNX" KKDOMXx XF30MYD NKMRX AUTHORIZ REPRESENTATIVE ACORD 25(2001/08)1 of 3 #110447 KLP 0 ACORD CORPORATION 1988 IMPORTANT If the certificate holder is an ADDITIONAL INSURED, the policy(ies)must be endorsed. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy, certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). DISCLAIMER The Certificate of Insurance on the reverse side of this form does not constitute a contract between the issuing insurer(s), authorized representative or producer, and the certificate holder, nor does it affirmatively or negatively amend, extend or alter the coverage afforded by the policies listed thereon. ACORD 25-S(2001/08) 2 of 3 #110447 DESCRIPTIONS (Continued from Page 1) policy form CG86741002. Coverage provided is primary non-contributory. Waiver of transfer of rights of recovery against others is provided. Per Project aggregate per endorsement CG25030397.Severability of interest clause is provided in GL policy form. AMS 25.3(2001/08) 3 of 3 #110447 SAFECCF COMMERCIAL GENERAL LIABILITY CG 86 74 10 02 THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ R CAREFULLY. CONTRACTORS LIABILITY PLUS ENDORSEMENT This endorsement modifies insurance provided under the following: COMMERCIAL GENERAL LIAE31 CITY COVERAGE PART SCHEDULE Name of Person or Organization: 01CC4501473 DUTY TO DEFEND (1) The amount we will pay for damages is limited as described in SECTION III — Paragraph a. of SECTION I — COVERAGE A and LIMITS OF INSURANCE, and COVERAGE B is replaced by the following: (2) Our right and duty to defend ends when a. We will pay those suns that the insured be- we have used up the applicable limit of conies legally obligated to pay as damages insurance in the payment of judgments because of "bodily injury", "property or settlements under COVERAGES A damage" or "personal injury and advertising or B or medical expenses under COV- injury" to which this insurance applies. We ERAGE C. will have the right and duty to defend the in- No other obligation or liability to pay sums or sured against any "suit" seeking those dam- perform acts or services is covered unless ex- ages. Our duty to defend begins once you plicitly provided for under SUPPLEMENTARY notify us of a "suit" as described in SEC- PAYMENTS — COVERAGES A AND B. TION IV — COMMERCIAL GENERAL LI- ABILITY CONDITIONS, 2.b. However, we EMPLOYERS LIABILITY will have no duty to defend the insured against any "suit" seeking damages for The last paragraph of exclusion e. of SECTION I — "bodily injury", "property damage", or COVERAGE A is replaced by the following: 'personal injury or advertising injury" to which this insurance does not apply. We This exclusion does not apply to liability assumed may, at our discretion, investigate any by the insured under an 'Insured contract" ex- 'occurrence" and settle any claim or "suit" cept for that part of a contract or agreement that that may result. But: indemNfies any person or organization for their sole liability. *A registered trademark of$AFECQ Corporation CG 86 74 10 02 Page 1 of 5 EP CAD-31-PRIHTOM-07654111 P-U WRONGFUL EVICTION (3) The maintenance, operation or use by you of equipment leased to you by such The following exclusion is added to SECTION I — person or organization, subject to the COVERAGE B: following additional provisions: The wrongful eviction from, wrongfo entry into, (a) This insurance does not apply to or invasion of the right of private occupancy of a any 'occurrence" which takes place room, dwelling or premises arising out of any: after the equipment lease expires; (1) "property damage" to the room, dwell- (b) This insurance does not apply to °bodily injury" or "property ing or premises; or damage" arising out of the sole (2) "bodily injury" sustained through occu- negligence of such person or or- pancy of a room, dwelling or premises. ganization; ADDITIONAL INSURED — BY WRITTEN CON- (4) Permits issued by any state or political T subdivision with respect to operations TRACT, AGREEMENT OR PERMIT, OR SCHED- ULE performed by you or on your behalf, subject to the following additional pro- vision: The following paragraph is added to SECTION 11 -- WHO 1S AN INSURED: This insurance does not apply to "bodily injury," "property damage," "personal 5. Any person or organization shown in the Schad- and advertising injury" arising out of op- ule or for whom you are required by written con- erations performed for the state or tract, agreement or permit to provide insurance municipality; is an insured, subject to the following additional provisions: c. The insurance with respect to any architect, engineer, or surveyor added as an insured a. The contract, agreement or permit must be by this endorsement does not apply to in effect during the policy period shown in 'bodily injury," "property damage," the Declarations, and must have been exe- "personal and advertising injury" arising out cuted prior to the "bodily iryuryi," "property of the rendering of or the failure to render damage," 'personal and advertising injury." any professional services by or for you, in- b. The person or organization added as an in- cluding: sured by this endorsement is an insured only (1) The preparing, approving, or failing to to the extent you are held liable due to: prepare or approve maps, drawings, (1) The ownership, maintenance or use of opinions, reports, surveys, change or- that part of premises you own, rent, ders, designs or specifications; and lease or occupy, subject to the following (2) Supervisory, inspection or engineering additional provisions: services. (a) This insurance does riot apply to rd. This insurance does not apply to "bodily any "occurrence"which takes place injury" or "property damage" included within after you cease to be a tenant in the `products-completed operations haz- any premises leased to'or rented to ard." you; a. A person's or organization's status as an in- (b) This insurance does not apply to sured under this endorsement ends when any structural alterations, new con- your operations for that insured are com- struction or demolition operations pleted. performed by or on behalf of the person or organization added as an f. No coverage will be provided if, in the ab- insured; sence of this endorsement, no liability would (2) Your ongoing operations for that in- be imposed by law on you. Coverage shall sured, whether the work is performed be limited to the extent of your negligence by you or for you; or fault according to the applicable principles of comparative fault. Page 2 of 6 GID-31-PRIM W-0765-0113-0 g. The defense of any claim or "suit" must be equipment listed in paragraph f.(2) or tendered as soon as practicable to all other f.(3) of the definition of "mobile equip- insurers which potentially provide insurance merit." for such claim or "sult'. (b') An aircraft you do not own provided it is h. The insurance provided will not exceed the not operated by any insured. lesser of: (1) The coverage and/or limits of this policy, TENANTS' PROPERTY DAMAGE LIABILITY or When Damage'To Premises Rented To You Limit is (2) The coverage and/or limits required by shown in the Declarations, SECTION I — COVER- said contract, agreement or permit. AGE A, exclusion J., is replaced by the following: NON-OWNED WATERCRAFT AND NON-OWNED J. Damage To Property AIRCRAFT LIABILITY 'Property damage"to Exclusion g. of SECTION I — COVERAGE A is re- (1) Property you own, rent, or occupy, in- placed by the following: cluding any costs or expenses incurred g. "Bodily injury" or "property damage" arising by you, or any other person, organiza- out of the ownership, maintenance, use or tion or entity, for repair, replacement, entrustment to others of any aircraft, "auto" enhancement, restoration or mainte- or watercraft owned or operated by or rented nance of such property for any reason, or loaned to any insured. Use includes oper- including prevention of injury to a Aer- ation and loading or unloading." son or damage to another's property; This exclusion applies even if the claims (2) Premises you sell, give away or aban- against any insured allege negligence or don, I the "property damage" arises out other wrongdoing in the supervlslon, hiring, of any part of those premises; employment, training or monitoring of others (3) Property loaned to you; by that insured, if the "occurrence" which caused the `YOodily injury" or "property (4) Personal property in the care, custody damage" involved the ownership, mainte- or control of the insured; nance, use or entrustment to others of any (5) That particular part of real property on aircraft, "auto" or watercraft that is owned which you or any contractors or sub- or operated by or rented or loaned to any in- contractors working directly or indirectly sured. on your behalf are performing oper- This exclusion does not apply to: ations, if the "property damage" arises out of those operations, or 0) A watercraft while ashore on premises you own or rent; (8) That particular part of any property that must be restored, repaired or replaced (2) A watercraft you do not own that is: because `your work" was incorrectly (a) Less than 52 feet long; and performed on it. (b) Not being used to cant' persons or Paragraphs (1), (3) and (4) of this exclusion property for a charge; do riot apply to "property damage" (other than damage by fire) to premises, including (3) Parking an "auto" on, or on the ways the contents of such premises, rented to next to, premises you own or rent, pro- you. A separate limit of insurance applies to vided the "auto" is not owned by or Damage To Premises Rented To You as rented or loaned to you or the insured; described in SECTION III — LIMITS OF (4) Liability assumed under any 'insured INSURANCE. Paragraph (2) of this axclu- contract" for the ownership, mainte- sion does not apply if the premises are 'your nance or use of aircraft or watercraft; or work" and were never occupied, rented or held for rental by you. (5) "Bodily injury" or "property damage" arising out of the operation of any of the CG 86 74 10 02 Page 3 of 6 EP GI"-PRINM-0765-Ml4A Paragraphs (3), (4), (5) and (6) of this exclu- retention available to the in- sion do not apply to liability assumed under demnitee; and a sidetrack agreement. Paragraph (6) of this exclusion does not ap- EMPLOYEES AS INSUREDS — HEALTH CARE ply to `property damage" included in the SERVICE "products-completed operations hazard." Provision 2.a.(1) d. of SECTION 11 — WHO IS AN INSURED is deleted, unless excluded by separate Paragraph 6. of Section 111 is replaced by the follow- endorsement. ing: 6. Subject to 5. above, the Damage To Property EXTENDED COVERAGE FOR NEWLY AGOUIRED Limit is the most we will pay under COVERAGE ORGANIZATIONS A for damages because of "property damage" to Provision 4.a. of SECTION 11 — WHO IS AN IN- any one premises, while rented to you, or in the SURED is replaced by the following: case of damage by fire, while rented to you or temporarily occupied by you with permission of a• Coverage under this provision is afforded the owner. only until the end of the policy period. The Tenants' Property Damage To Premises Rented EXTENDED "PROPERTY DAMAGE" To You Limit is the higher of$200,040 or the amount shown in the Declarations as Damage To Premises Exclusion a. of SECTION I — COVERAGE A is Rented To You Limit. amended to read: a. "Bodily injury" or "property damage" ex- WHO IS AN INSURED — MANAGERS pected or intended from the standpoint of the insured. This exclusion does not apply to The following is added to Paragraph 2.a.of SECTION "bodily injury" or `property damage" result- II — WHO 1S AN INSURED: ing from the use of reasonable force to pro- tect persons or property. Paragraph(1) does not apply to executive officers, or to managers at the supervisory level or above. INCREASED MEDICAL EXPENSE LIMIT SUPPLEMENTARY PAYMENTS — COVERAGES A The medical expense limit is amended to $10,000. AND B — BAIL BONDS KNOWLEDGE OF OCCURRENCE Paragraph 1.b. of SUPPLEMENTARY PAYMENTS — COVERAGES A AND B is replaced by the follow- The following is added to Paragraph 2 SECTION IV ing: — COMMERCIAL GENERAL LIABILITY CONDITIONS Duties In The Event Of Occurrence, b. Up to $2,000 for cost of bail bonds required Offense, Claim Or Suit of: because of accidents or traffic law violations arising out of the use of any vehicle to which Knowledge of an "occurrence," claim or "suit" by the Bodily Injury Liability Coverage applies. your agent, servant or employee shall not in itself We do not have to furnish these bonds. constitute knowledge of the named insured unless an officer of the named insured has received such notice SUPPLEMENTARY PAYMENTS — COVERAGES A from the agent, servant or employee. AND B -- INDEMNITEES AND ADDITIONAL IN- SUREDS INSURED CONTRACT Paragraph 2.f.(1) (d) of SUPPLEMENTARY PAY- The following definition is added to SECTION V — MENTS — COVERAGES A AND B is replaced by DEFINITIONS, Definition 9. "insured contract" par- the following: agraph f.: (d) Cooperate with us with respect (4) That part of any contract or agree- to coordinating other applicable ment that indemnifies any person insurance and self-insured or organization for the indemnitee's sole tort liability. Page 4 of 5 GI631.ARI XTW1 AT6 M 15.0 OTHER INSURANCE UNINTENTIONAL FAILURE TO DISCLOSE ALL HAZARDS The first paragraph of Other Insurance of SECTION IV — COMMERCIAL GENERAL LIABILITY CON- The following is added to Paragraph S. Representa- DITIONS is replaced with the following: tions of SECTION IV — COMMERCIAL GENERAL LIABILITY CONDITIONS: If other valid and collectible insurance, or any self-in- sured retention, is available to the insured for a loss If you unintentionally fail to disclose any hazards ex- we cover under COVERAGE A or B of this Coverage isting at the inception date of your policy, we will not Part,our obligations are limited as follows: deny coverage under this Coverage Form because of such failure. However, this provision does not affect METHOD OF SHARING our right to collect additional premium or exercise our right of cancellation or non-renewal. The second paragraph of Method of Sharing of SEC- TION IV -- COMMERCIAL GENERAL LIABILITY LIBERALIZATION CLAUSE CONDITIONS is replaced with the following: The following paragraph is added to SECTION IV — If any of the other insurance does not permit contri- COMMERCIAL GENERAL LIABILITY CONDI- bution by equal shares or is subject to a self-insured TIONS: retention, we will contribute by limits. Under this method, each insurer's share is based on the ratio of 10. � a revision to this Coverage Part, which would provide more coverage with no additional its applicable limit of insurance or self-insured re- tention or both combined to the total applicable limits premium, becomes effective during the policy of insurance of all insurers and the amount of any period in the state shown in the Declarations, self-insured retention. your policy will automatically provide this addi- tional coverage on the effective date of the re- vision. x CO SS 74 10 02 Page 5 of 6 EP Noat-PRIN7UD1-U7 54"i6-U THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. FA S A F E C Cr DESIGNATED CONSTRUCTION CG 25 03 03 97 PROJECTS COMMERCIAL GENERAL LIABILITY GENERAL AGGREGATE LIMIT This endorsement modifies insurance provided under the following: COMMERCIAL GENERAL LIABILITY COVERAGE PART SCHEDULE Designated Construction Projects: ALL PROJECTS (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 construction proejct shown in the Schedule obligated to pay as damages caused by above. "occurrences" under COVERAGE A (SECTION 1) and 4. The limits shown in the Declarations for Each for all medical expenses caused by accidents under Occurrence, Fire Damage and Medical Expense COVERAGE C (SECTION 1), which can be attributed continue to apply. However, instead of being only to ongoing operations at a single designated subject to the General Aggregate Limit shown in construction project shown in the Schedule above, the Declarations, such limits will be subject to the 1. A separate Designated Construction Project applicable Designated Construction Project General Aggregate Limit applies to each General Aggregate Limit. designated construction project, and that limit is L For all sums which the insured becomes legally equal to the amount of the General Aggregate obligated to pay as damages caused by Limit shown in the Declarations. "occurrences" under COVERAGE A (SECTION 1), and 2. The Designated Construction Project General for all medical expenses caused by accidents under Aggregate Limit is the most we will pay for the COVERAGE C (SECTION 1), which cannot be attributed sum of all damages under COVERAGE A, except only to ongoing operations at a single designated damages because of "bodily injury" or"property construction project shown in the Schedule above: damage" Included in the "products-completed 1. Any payments made under COVERAGE A for x operations hazard", and for medical expenses damages or under COVERAGE C for medical under COVERAGE C regardless of the number of expenses shall reduce the amount available under a. Insureds; the General Aggregate Limit or the b. Claims made or"suits" brought; or Products-Completed Operations Aggregate Limit, c. Persons or organizations making claims or whichever is applicable; and bringing "suits". 2. Such payments shall not reduce any Designated 3. Any payments made under COVERAGE A for Construction Project General Aggregate Limit. damages or under COVERAGE C for medical C. When coverage for liability arising out of the expenses shall reduce the Designated "products-completed operations hazard" is provided, Construction Project General Aggregate Limit for any payments for damages because of"bodily injury' that designated construction project. Such or propery damage included in the payments shall not reduce the General Aggregate "products-completed operations hazard" will reduce Limit shown in the Declarations nor shall they the Products-Completed Operations Aggregate Limit, reduce any other Designated Construction Project and not reduce the General Aggregate Limit nor the General Aggregate Limit for any other designated Designated Construction Project General Aggregate Limit. Copyright,Insurance Services Office,Inc.,1996 Page 1 of 2 e-in-T-aa1WW4r?&5aM CO 26 03 03 97 COMMERCIAL GENERAL LIABILITY D. If the applicable designated construction project has or timetables, the project will still be deemed to be the been abandoned, delayed, or abandoned and then same construction project. restarted, or if the authorized contracting parties E. The provisions of Limits Of Insurance (SECTION IU) deviate from plans, blueprints, designs; specifications not otherwise modified by this endorsement shall continue to apply as stipulated. Copyright,Insurance Services Office,Inc., 1996 Pape 2 of 2 C4D-0I-PRINTOOI-0765-0107-0 PREVAILING MINIMUM � - HOURLY WAGE RATS State of Washington DEPARTMENT OF LABOR AND INDUSTRIES Prevailing Wage Section-Telephone(360)902-5335 PO Box 44540,Olympia,WA 98504-4540 Washington State Prevailing Wage Rates For Public Works Contracts The PREVAILING WAGES listed here include both the hourly wage rate and the hourly rate of fringe benefits. On public works projects,workers'wage and benefit rates must add to not less than this total. A brief description of overtime calculation requirements is provided on the Benefit Code Key. KING COUNTY Effective 08-31-05 (See Benefit Code Key) Over PREVAILING Time Holiday Note Classification WAGE Code Code Code ASBESTOS ABATEMENT WORKERS JOURNEYLEVEL $33.46 1N 5D BOILERMAKERS JOURNEYLEVEL $33.32 1 BRICK AND MARBLE MASONS JOURNEYLEVEL $41.17 1M 5A CABINET MAKERS(IN SHOP) JOURNEYLEVEL $16.67 1 CARPENTERS ACOUSTICAL WORKER $40.23 1M 5D BRIDGE,DOCK AND WARF CARPENTERS $40.07 1M 5D CARPENTER $40.07 1M 5D CREOSOTED MATERIAL $40.17 1M 5D DRYWALL APPLICATOR $40.22 1M 5D FLOOR FINISHER $40.20 1M 5D FLOOR LAYER $40.20 1M 5D FLOOR SANDER $40.20 1M 5D MILLWRIGHT AND MACHINE ERECTORS $41.07 1M 5D PILEDRIVERS,DRIVING,PULLING,PLACING COLLARS AND WELDING $40.27 1M 5D SAWFILER $40.20 1M 5D SHINGLER $40.20 1M 5D STATIONARY POWER SAW OPERATOR $40.20 1M 5D STATIONARY WOODWORKING TOOLS $40.20 1M 5D CEMENT MASONS JOURNEYLEVEL $41.11 1M 5D DIVERS&TENDERS DIVER $83.19 1M 5D 8A DIVER TENDER $39.51 1M 5D DREDGE WORKERS ASSISTANT ENGINEER $40.77 IT 5D 8L ASSISTANT MATE(DECKHAND) $40.28 IT 5D 8L BOATMEN $40.77 IT 5D 8L ENGINEER WELDER $40.82 IT 5D 8L LEVERMAN,HYDRAULIC $42.34 IT 5D 8L MAINTENANCE $40.28 IT 5D 8L MATES $40.77 IT 5D 8L OILER $40.40 IT 5D 8L DRYWALL TAPERS JOURNEYLEVEL $40.29 1E 5P ELECTRICAL FIXTURE MAINTENANCE WORKERS JOURNEYLEVEL $18.69 1 Page 1 KING COUNTY Effective 08-31-05 (See Benefit Code Key) Over PREVAILING Time Holiday Note Classification WAGE Code Code Code ELECTRICIANS-INSIDE CABLE SPLICER $50.60 1D 5A CABLE SPLICER(TUNNEL) $54.40 1D 5A CERTIFIED WELDER $48.88 1D 5A CERTIFIED WELDER(TUNNEL) $52.50 1D 5A CONSTRUCTION STOCK PERSON $26.72 1D 5A JOURNEY LEVEL $47.15 1D 5A JOURNEY LEVEL(TUNNEL) $50.60 1D 5A ELECTRICIANS-MOTOR SHOP CRAFTSMAN $15.37 2A 6C JOURNEY LEVEL $14.69 2A 6C ELECTRICIANS-POWERLINE CONSTRUCTION CABLE SPLICER $50.84 4A 5A CERTIFIED LINE WELDER $46.37 4A 5A GROUNDPERSON $33.64 4A 5A HEAD GROUNDPERSON $35.46 4A 5A HEAVY LINE EQUIPMENT OPERATOR $46.37 4A 5A JACKHAMMER OPERATOR $35.46 4A 5A JOURNEY LEVEL LINEPERSON $46.37 4A 5A LINE EQUIPMENT OPERATOR $39.50 4A 5A POLE SPRAYER $46.37 4A 5A POWDERPERSON $35.46 4A 5A ELECTRONIC TECHNICIANS ELECTRONIC TECHNICIANS JOURNEY LEVEL $31.00 1 ELEVATOR CONSTRUCTORS MECHANIC $52.27 4A 6Q MECHANIC IN CHARGE $57.41 4A 6Q FABRICATED PRECAST CONCRETE PRODUCTS ALL CLASSIFICATIONS $11.90 2K 5B FENCE ERECTORS FENCE ERECTOR $18.71 1 FENCE LABORER $12.77 1 FLAGGERS JOURNEY LEVEL $28.78 1 N 5D GLAZIERS JOURNEY LEVEL $41.15 1H 5G HEAT&FROST INSULATORS AND ASBESTOS WORKERS MECHANIC $43.18 1S 51 HEATING EQUIPMENT MECHANICS MECHANIC $33.65 1 HOD CARRIERS&MASON TENDERS JOURNEY LEVEL $33.94 1N 5D INDUSTRIAL ENGINE AND MACHINE MECHANICS MECHANIC $15.65 1 INDUSTRIAL POWER VACUUM CLEANER JOURNEY LEVEL $9.07 1 INLAND BOATMEN CAPTAIN $35.14 1K 5B COOK $30.11 1K 5B DECKHAND $29.09 1K 5B ENGINEER/DECKHAND $31.66 1K 5B MATE, LAUNCH OPERATOR $33.24 1K 5B Page 2 KING COUNTY Effective 08-31-05 ***************************************************************************************************************** (See Benefit Code Key) Over PREVAILING Time Holiday Note Classification WAGE Code Code Code INSPECTION/CLEANING/SEALING OF SEWER&WATER SYSTEMS BY REMOTE CONTROL CLEANER OPERATOR,FOAMER OPERATOR $9.73 1 GROUT TRUCK OPERATOR $11.48 1 HEAD OPERATOR $12.78 1 TECHNICIAN $7.35 1 TV TRUCK OPERATOR $10.53 1 INSULATION APPLICATORS JOURNEY LEVEL $40.07 1M 5D IRONWORKERS JOURNEY LEVEL $44.62 10 5A LABORERS ASPHALT RAKER $33.94 IN 5D BALLAST REGULATOR MACHINE $33.46 IN 5D BATCH WEIGHMAN $28.78 IN 5D BRUSH CUTTER $33.46 IN 5D BRUSH HOG FEEDER $33.46 IN 5D BURNERS $33.46 IN 5D CARPENTER TENDER $33.46 1N 5D CASSION WORKER $34.30 IN 5D CEMENT DUMPER/PAVING $33.94 IN 5D CEMENT FINISHER TENDER $33.46 IN 5D CHANGE-HOUSE MAN OR DRY SHACKMAN $33.46 IN 5D CHIPPING GUN(OVER 30 LBS) $33.94 IN 5D CHIPPING GUN(UNDER 30 LBS) $33.46 IN 5D CHOKER SETTER $33.46 IN 5D CHUCKTENDER $33.46 1N 5D CLEAN-UP LABORER $33.46 IN 5D CONCRETE DUMPER/CHUTE OPERATOR $33.94 IN 5D CONCRETE FORM STRIPPER $33.46 IN 5D CONCRETE SAW OPERATOR $33.94 1N 5D CRUSHER FEEDER $28.78 1 N 5D CURING LABORER $33.46 IN 5D DEMOLITION,WRECKING&MOVING(INCLUDING CHARRED $33.46 IN 5D DITCH DIGGER $33.46 IN 5D DIVER $34.30 IN 5D DRILL OPERATOR(HYDRAULIC,DIAMOND) $33.94 1 N 5D DRILL OPERATOR,AIRTRAC $34.30 IN 5D DUMPMAN $33.46 IN 5D EPDXY TECHNICIAN $33.46 1N 5D EROSION CONTROL WORKER $33.46 IN 5D FALLER/BUCKER,CHAIN SAW $33.94 1N 5D FINAL DETAIL CLEANUP(i.e.,dusting,vacuuming,window cleaning;NOT $26.46 IN 5D construction debris cleanup) FINE GRADERS $33.46 IN 5D FIRE WATCH $28.78 IN 5D FORM SETTER $33.46 IN 5D GABION BASKET BUILDER $33.46 IN 5D GENERAL LABORER $33.46 IN 5D GRADE CHECKER&TRANSIT PERSON $33.94 IN 5D GRINDERS $33.46 IN 5D GROUT MACHINE TENDER $33.46 IN 5D Page 3 l KING COUNTY Effective 08-31-05 (See Benefit Code Key) Over PREVAILING Time Holiday Note Classification WAGE Code Code Code GUARDRAIL ERECTOR $33.46 IN 5D HAZARDOUS WASTE WORKER LEVEL A $34.30 IN 5D HAZARDOUS WASTE WORKER LEVEL B $33.94 IN 5D HAZARDOUS WASTE WORKER LEVEL C $33.46 IN 5D HIGH SCALER $34.30 IN 5D HOD CARRIER/MORTARMAN $33.94 IN 5D JACKHAMMER $33.94 IN 5D , LASER BEAM OPERATOR $33.94 IN 5D MANHOLE BUILDER-MUDMAN $33.94 IN 5D MATERIAL YARDMAN $33.46 1N 5D MINER $34.30 1N 5D NOZZLEMAN,CONCRETE PUMP,GREEN CUTTER WHEN USING HIGH $33.94 IN 5D PRESSURE AIR&WATER ON CONCRETE&ROCK,SANDBLAST, GUNITE,SHOTCRETE,WATER BLASTER PAVEMENT BREAKER $33.94 IN 5D PILOT CAR $28.78 IN 5D PIPE POT TENDER $33.94 IN 5D PIPE RELINER(NOT INSERT TYPE) $33.94 1N 5D PIPELAYER&CAULKER $33.94 1 N 5D PIPELAYER&CAULKER(LEAD) $34.30 1N 5D PIPEWRAPPER $33.94 1N 5D POT TENDER $33.46 1 N 5D POWDERMAN $34.30 IN 5D POWDERMAN HELPER $33.46 IN 5D POWERJACKS $33.94 IN 5D RAILROAD SPIKE PULLER(POWER) $33.94 IN 5D RE-TIMBERMAN $34.30 1N 5D RIPRAP MAN $33.46 IN 5D RODDER $33.94 IN 5D SCAFFOLD ERECTOR $33.46 IN 5D SCALE PERSON $33.46 IN 5D SIGNALMAN $33.46 IN 5D SLOPER(OVER 20") $33.94 1 N 5D SLOPER SPRAYMAN $33.46 1 N 5D SPREADER(CLARY POWER OR SIMILAR TYPES) $33.94 IN 5D SPREADER(CONCRETE) $33.94 IN 5D STAKE HOPPER $33.46 IN 5D STOCKPILER $33.46 IN 5D TAMPER&SIMILAR ELECTRIC,AIR&GAS $33.94 IN 5D TAMPER(MULTIPLE&SELF PROPELLED) $33.94 1 N 5D TOOLROOM MAN(AT JOB SITE) $33.46 IN 5D TOPPER-TAILER $33.46 1N 5D TRACK LABORER $33.46 1N 5D TRACK LINER(POWER) $33.94 IN 5D TRUCK SPOTTER $33.46 1 N 5D TUGGER OPERATOR $33.94 IN 5D VIBRATING SCREED(AIR,GAS,OR ELECTRIC) $33.46 1 N 50 VIBRATOR $33.94 IN 5D VINYL SEAMER $33.46 IN 51D WELDER $33.46 IN 5D WELL-POINT LABORER $33.94 IN 5D Page 4 KING COUNTY Effective 08-31-05 (See Benefit Code Key) Over PREVAILING Time Holiday Note Classification WAGE Code Code Code LABORERS-UNDERGROUND SEWER&WATER GENERAL LABORER $33.46 IN 5D PIPE LAYER $33.94 IN 5D LANDSCAPE CONSTRUCTION IRRIGATION OR LAWN SPRINKLER INSTALLERS $11.07 1 LANDSCAPE EQUIPMENT OPERATORS OR TRUCK DRIVERS $10.63 1 LANDSCAPING OR PLANTING LABORERS $8.42 1 LATHERS JOURNEY LEVEL $40.22 1M 5D METAL FABRICATION(IN SHOP) FITTER $15.86 1 LABORER $9,78 1 MACHINE OPERATOR $13.04 1 PAINTER $11.10 1 WELDER $15.48 1 MODULAR BUILDINGS CABINET ASSEMBLY $11.56 1 ELECTRICIAN $11.56 1 EQUIPMENT MAINTENANCE $11.56 1 PLUMBER $11.56 1 PRODUCTION WORKER $9.26 1 TOOL MAINTENANCE $11.56 1 UTILITY PERSON $11.56 1 WELDER $11.56 1 PAINTERS JOURNEY LEVEL $32.00 2B 5A PLASTERERS JOURNEY LEVEL $40.58 1R 5A PLAYGROUND&PARK EQUIPMENT INSTALLERS JOURNEY LEVEL $8,42 1 PLUMBERS&PIPEFITTERS JOURNEY LEVEL $52.41 1G 5A POWER EQUIPMENT OPERATORS ASSISTANT ENGINEERS $38.42 IT 5D 8L BACKHOE,EXCAVATOR,SHOVEL (3 YD&UNDER) $41.12 IT 5D 8L BACKHOE,EXCAVATOR,SHOVEL (OVER 3 YD&UNDER 6 YD) $41.59 IT 5D 8L BACKHOE,EXCAVATOR,SHOVEL(6 YD AND OVER WITH $42.13 IT 5D 8L BACKHOES, (75 HP&UNDER) $40.71 IT 5D 8L BACKHOES, (OVER 75 HP) $41.12 IT 5D 8L BARRIER MACHINE(ZIPPER) $41.12 IT 5D 8L BATCH PLANT OPERATOR,CONCRETE $41.12 IT 5D 8L BELT LOADERS(ELEVATING TYPE) $40.71 IT 5D 8L BOBCAT(SKID STEER) $38.42 IT 5D 8L BROOMS $38.42 IT 5D 8L BUMP CUTTER $41.12 IT 5D 8L CABLEWAYS $41.59 IT 5D 8L CHIPPER $41.12 IT 5D 8L COMPRESSORS $38.42 IT 5D 8L CONCRETE FINISH MACHINE-LASER SCREED $38.42 IT 5D 8L CONCRETE PUMPS $40.71 IT 5D 8L CONCRETE PUMP-TRUCK MOUNT WITH BOOM ATTACHMENT $41.12 IT 5D 8L CONVEYORS $40.71 IT 5D 8L Page 5 KING COUNTY Effective 08-31-05 (See Benefit Code Key) Over PREVAILING Time Holiday Note Classification WAGE Code Code Code CRANES, THRU 19 TONS,WITH ATTACHMENTS $40.71 IT 5D 8L CRANES, 20-44 TONS,WITH ATTACHMENTS $41.12 IT 5D 8L CRANES, 45 TONS-99 TONS,UNDER 150 FT OF BOOM(INCLUDING $41.59 IT 5D 8L JIB WITH ATACHMENTS) CRANES,100 TONS-199 TONS,OR 150 FT OF BOOM(INCLUDING JIB $42.13 IT 5D 8L WITH ATTACHMENTS) CRANES,200 TONS TO 300 TONS,OR 250 FT OF BOOM(INCLUDING JIB $42.68 IT 5D 8L WITH ATTACHMENTS) CRANES,A-FRAME, 10 TON AND UNDER $38.42 IT 5D 8L CRANES,A-FRAME,OVER 10 TON $40.71 IT 5D 8L CRANES,OVER 300 TONS,OR 300'OF BOOM INCLUDING JIB WITH $43.22 IT 5D 8L ATTACHMENTS CRANES,OVERHEAD,BRIDGE TYPE(20-44 TONS) $41.12 IT 5D 8L CRANES,OVERHEAD, BRIDGE TYPE(45-99 TONS) $41.59 IT 5D 8L CRANES,OVERHEAD,BRIDGE TYPE(100 TONS&OVER) $42.13 IT 51D 8L CRANES,TOWER CRANE UP TO 175'IN HEIGHT,BASE TO BOOM $42.13 IT 5D 8L CRANES,TOWER CRANE OVER 175'IN HEIGHT,BASE TO BOOM $42.68 IT 5D 8L CRUSHERS $41.12 IT 51D 8L DECK ENGINEER/DECK WINCHES(POWER) $41.12 IT 5D 8L DERRICK,BUILDING $41.59 IT 5D 8L DOZERS,D-9&UNDER $40.71 IT 5D 8L DRILL OILERS-AUGER TYPE,TRUCK OR CRANE MOUNT $40.71 IT 5D 8L DRILLING MACHINE $41.12 IT 5D 8L ELEVATOR AND MANLIFT,PERMANENT AND SHAFT-TYPE $38.42 IT 5D 8L EQUIPMENT SERVICE ENGINEER(OILER) $40.71 IT 5D 8L FINISHING MACHINE/BIDWELL GAMACO AND SIMILAR EQUIP $41.12 IT 5D 8L FORK LIFTS,(3000 LBS AND OVER) $40.71 IT 5D 8L FORK LIFTS,(UNDER 3000 LBS) $38.42 IT 51D 8L GRADE ENGINEER $40.71 IT 5D 8L GRADECHECKER AND STAKEMAN $38.42 IT 51D 8L GUARDRAIL PUNCH $41.12 IT 5D 8L HOISTS,OUTSIDE(ELEVATORS AND MANLIFTS),AIR TUGGERS $40.71 IT 5D 8L HORIZONTAUDIRECTIONAL DRILL LOCATOR $40.71 IT 5D 8L HORIZONTAUDIRECTIONAL DRILL OPERATOR $41.12 IT 5D 8L HYDRALIFTS/BOOM TRUCKS(10 TON&UNDER) $38.42 IT 5D 8L HYDRALIFTS/BOOM TRUCKS(OVER 10 TON) $40.71 IT 5D 8L LOADERS,OVERHEAD(6 YD UP TO 8 YD) $41.59 1 T 5D 8L LOADERS,OVERHEAD(8 YD&OVER) $42.13 IT 5D 8L LOADERS,OVERHEAD(UNDER 6 YD),PLANT FEED $41.12 IT 5D 8L LOCOMOTIVES,ALL $41.12 IT 5D 8L MECHANICS,ALL $41.59 IT 5D 8L MIXERS,ASPHALT PLANT $41.12 IT 5D 8L MOTOR PATROL GRADER(FINISHING) $41.12 IT 5D 8L MOTOR PATROL GRADER(NON-FINISHING) $40.71 IT 5D 8L MUCKING MACHINE,MOLE,TUNNEL DRILL AND/OR SHIELD $41.59 IT 5D 8L OIL DISTRIBUTORS,BLOWER DISTRIBUTION AND MULCH SEEDING $38.42 IT 5D 8L OPERATOR PAVEMENT BREAKER $38.42 IT 5D 8L PILEDRIVER(OTHER THAN CRANE MOUNT) $41.12 IT 5D 8L PLANT OILER(ASPHALT,CRUSHER) $40.71 IT 5D 8L POSTHOLE DIGGER,MECHANICAL $38.42 IT 5D 8L POWER PLANT $38.42 IT 5D 8L PUMPS,WATER $38.42 IT 5D 8L Page 6 KING COUNTY Effective 08-31-05 ***************************************************************************************************************** (See Benefit Code Key) Over PREVAILING Time Holiday Note Classification WAGE Code Code Code QUAD 9,D-10,AND HD-41 $41.59 IT 5D 8L REMOTE CONTROL OPERATOR ON RUBBER TIRED EARTH MOVING $41.59 IT 5D 8L EQUIP RIGGER AND BELLMAN $38.42 IT 5D 8L ROLLAGON $41.59 IT 5D 8L ROLLER,OTHER THAN PLANT ROAD MIX $38.42 IT 5D 8L ROLLERS,PLANTMIX OR MULTILIFT MATERIALS $40.71 IT 5D 8L ROTO-MILL,ROTO-GRINDER $41.12 IT 5D 8L SAWS,CONCRETE $40.71 IT 5D 8L SCRAPERS-SELF PROPELLED,HARD TAIL END DUMP,ARTICULATING $41.12 IT 5D 8L OFF-ROAD EQUIPMENT(UNDER 45 YD) SCRAPERS-SELF PROPELLED,HARD TAIL END DUMP,ARTICULATING $41.59 IT 5D 8L OFF-ROAD EQUIPMENT(45 YD AND OVER) SCRAPERS,CONCRETE AND CARRY ALL $40.71 IT 5D 8L SCREED MAN $41.12 IT 5D 8L SHOTCRETE GUNITE $38.42 IT 5D 8L SLIPFORM PAVERS $41.59 IT 5D 8L SPREADER,TOPSIDE OPERATOR-BLAW KNOX $41.12 IT 5D 8L SUBGRADE TRIMMER $41.12 IT 5D 8L TOWER BUCKET ELEVATORS $40.71 IT 5D 8L TRACTORS, (75 HP&UNDER) $40.71 IT 5D 8L TRACTORS, (OVER 75 HP) $41.12 IT 5D 8L TRANSFER MATERIAL SERVICE MACHINE $41.12 IT 5D 8L TRANSPORTERS,ALL TRACK OR TRUCK TYPE $41.59 IT 5D 8L TRENCHING MACHINES $40.71 IT 5D 8L TRUCK CRANE OILER/DRIVER(UNDER 100 TON) $40.71 IT 5D 8L TRUCK CRANE OILER/DRIVER(100 TON&OVER) $41.12 IT 5D 8L TRUCK MOUNT PORTABLE CONVEYER $41.12 IT 5D 8L WHEEL TRACTORS,FARMALL TYPE $38.42 IT 5D 8L YO YO PAY DOZER $41.12 1 T 5D 8L POWER EQUIPMENT OPERATORS-UNDERGROUND SEWER& (SEE POWER EQUIPMENT OPERATORS) POWER LINE CLEARANCE TREE TRIMMERS JOURNEY LEVEL IN CHARGE $33.88 4A 5A SPRAY PERSON $32.16 4A 5A TREE EQUIPMENT OPERATOR $32.59 4A 5A TREE TRIMMER $30.31 4A 5A TREE TRIMMER GROUNDPERSON $22.76 4A 5A REFRIGERATION&AIR CONDITIONING MECHANICS MECHANIC $49.71 1G 5A RESIDENTIAL BRICK&MARBLE MASONS JOURNEY LEVEL $27.05 1 RESIDENTIAL CARPENTERS JOURNEY LEVEL $23.47 1 RESIDENTIAL CEMENT MASONS JOURNEY LEVEL $22.64 1 RESIDENTIAL DRYWALL TAPERS JOURNEY LEVEL $40.29 1E 5P RESIDENTIAL ELECTRICIANS JOURNEY LEVEL $26.24 1 RESIDENTIAL GLAZIERS JOURNEYLEVEL $27.14 1H 5G Page 7 KING COUNTY Effective 08-31-05 (See Benefit Code Key) Over PREVAILING Time Holiday Note Classification WAGE Code Code Code RESIDENTIAL INSULATION APPLICATORS JOURNEY LEVEL $17.60 1 RESIDENTIAL LABORERS JOURNEY LEVEL $18.12 1 RESIDENTIAL PAINTERS JOURNEY LEVEL $18.36 1 RESIDENTIAL PLUMBERS 8 PIPEFITTERS JOURNEY LEVEL $22.95 1 RESIDENTIAL REFRIGERATION R AIR CONDITIONING JOURNEY LEVEL $49.71 1G 5A RESIDENTIAL SHEET METAL WORKERS JOURNEY LEVEL(FIELD OR SHOP) $19.48 1 RESIDENTIAL SOFT FLOOR LAYERS JOURNEY LEVEL $33.04 1B 5A RESIDENTIAL SPRINKLER FITTERS(FIRE PROTECTION) JOURNEY LEVEL $26.76 1B 5C RESIDENTIAL TERRAZZO/TILE FINISHERS JOURNEY LEVEL $26.30 1 RESIDENTIAL TERRAZZO/TILE SETTERS JOURNEY LEVEL $38.43 1B 5A ROOFERS JOURNEY LEVEL $34.53 1R 5A USING IRRITABLE BITUMINOUS MATERIALS $37.53 1R 5A SHEET METAL WORKERS JOURNEY LEVEL(FIELD OR SHOP) $48.22 1E 6L SIGN MAKERS&INSTALLERS(ELECTRICAL) SIGN INSTALLER $23.36 1 SIGN MAKER $16.84 1 SIGN MAKERS&INSTALLERS(NON-ELECTRICAL) SIGN INSTALLER $17.31 1 SIGN MAKER $15.61 1 SOFT FLOOR LAYERS JOURNEY LEVEL $33.04 1B 5A SOLAR CONTROLS FOR WINDOWS JOURNEY LEVEL $12.44 1 5S SPRINKLER FITTERS(FIRE PROTECTION) JOURNEY LEVEL $50.24 1H 5C STAGE RIGGING MECHANICS(NON STRUCTURAL) JOURNEY LEVEL $13.23 1 SURVEYORS CHAIN PERSON $9.35 1 INSTRUMENT PERSON $11.40 1 PARTY CHIEF $13.40 1 TELECOMMUNICATION TECHNICIANS TELECOMMUNICATION TECHNICIANS JOURNEY LEVEL $22.76 1 TELEPHONE LINE CONSTRUCTION-OUTSIDE CABLE SPLICER $28.92 2B 5A HOLE DIGGER/GROUND PERSON $16.22 2B 5A INSTALLER(REPAIRER) $27.74 2B 5A JOURNEY LEVEL TELEPHONE LINEPERSON $26.90 2B 5A SPECIAL APPARATUS INSTALLER 1 $28.92 2B 5A SPECIAL APPARATUS INSTALLER II $28.34 2B 5A Page 8 KING COUNTY Effective 08-31-05 ***************************************************************************************************************** (See Benefit Code Key) Over PREVAILING Time Holiday Note Classification WAGE Code Code Code TELEPHONE EQUIPMENT OPERATOR(HEAVY) $28.92 2B 5A TELEPHONE EQUIPMENT OPERATOR(LIGHT) $26.90 2B 5A TELEVISION GROUND PERSON $15.39 2B 5A TELEVISION LINEPERSON/INSTALLER $20.45 2B 5A TELEVISION SYSTEM TECHNICIAN $24.32 2B 5A TELEVISION TECHNICIAN $21.88 2B 5A TREE TRIMMER $26.90 2B 5A TERRAZZO WORKERS&TILE SETTERS JOURNEY LEVEL $38.43 1B 5A TILE,MARBLE&TERRAZZO FINISHERS FINISHER $32.26 1B 5A TRAFFIC CONTROL STRIPERS JOURNEY LEVEL $33.40 1K 5A TRUCK DRIVERS ASPHALT MIX(TO 16 YARDS) $37.94 IT 5D 8L ASPHALT MIX(OVER 16 YARDS) $38.52 IT 5D 8L DUMP TRUCK $37.94 IT 5D 8L DUMP TRUCK&TRAILER $38.52 IT 5D 8L OTHER TRUCKS $38.52 IT 5D 8L TRANSIT MIXER $23.45 1 WELL DRILLERS&IRRIGATION PUMP INSTALLERS IRRIGATION PUMP INSTALLER $17.71 1 OILER $12.97 1 WELL DRILLER $17.68 1 Page 9 Department of Labor and Industries n.,�o STATEMENT OF INTENT TO Prevailing Wage ` (360)902-5335 PAY PREVAILING WAGES s www.Ini.wa.gov/prevailing wage 'y! ��°°� Public Works Contract $25.00 Filing Fee Required •This form must be typed or printed returned ink. Project Name ten ,p •Fill in all blanks or form will be reted for correction(see back). •Please allow a minimum of 10 working days for processing. Contract Awarding Agency(public agency-not federal or private) APPROVED FORM WILL BE MAILED TO THIS ADDRESS Address Contractor,company or agency name,address,city,state&ZIP+4 City State ZIP+4 Awarding Agency Project Contact Person Phone# 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 you intend to use subcontractors? Do you intend to use apprentices? _ C] Yes (3 No C)Yes C]No Craft/trade and occupation (Do NOT list apprentices) Rate of Rate of hourly Estimated no. I Hourly Pay fringe benefits ' of workers i i I i i i i I t '• i I i I Company name,address,city,state,ZIP+4 Indicate total dollar amount of our contract $ I hereby certify that the above information is correct and that all workers I employ on this Public Works Project will be paid no less than the Prevailing Wage Rate(s) as determined by the Industrial Statistician of the Department of Labor and Industries_ Contractor Registration No. UBI Title Signature Ertel address Phone number .na'% <F ;.-• U— f ) Cbeck Number. Amount APPROVED: Department of Labor and Industries Issued By_ 77- z G By _ Industrial Statistician F700-029-000 statement of intent to pay prevailing wages 2-02 After APPROVAL send while copy to Awardine Arena- Canary copy-L&I Department of Labor and Industries ��•r�. AFFIDAVIT OF WAGES PAID Prevailing Wage 4 (360)902-5335 - Public Works Contract www.Ini.wa.gov/prevaling wage "' °�y $25.00 Filing Fee Required •This form must be typed or printed in ink. Project Name Contact# •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) Address Contractor,company or agency name,address,city,state&ZIP+4 City State ZIP+4 Awarding Agency Project Contact Person Phone# County where work was performed City where work was performed Bid due date (m/d/y) Date contract awarded (Wd/y) Prime contractor(has contract with the public agency) Contractor Registration No. Date work completed (m/d/y) Date Intent filed (m/d/y) Craft/trade/occupation and apprentices(For apprentices,give name, Number Total#Fus Rate of i Rate of hourly registration#,trade,dates of work on project and stage of progression) of Workers worked-ea trade Horsily Pay fringe benefits t F 1 t I { 1 t t I I I Company name,address,city,state,ZIP+4 Indicate total dollar amount of your contract $ I hereby certify that the above information is correct and that all workers 1 employed on this Public Works Project were paid no less than the Prevailing Wage Rate(s) as determined by the Industrial Statistician of the Department of Labor and Industries. Contractor Registration No. UBI Title Signature Email address Phone number ) Check Number. Amount CERTIFIED: Department of Labor and Industries Issued By` By Industrial Statistician F700-007-000 affidavit of wages 2-02 After APPROVAL send white copy IQ Awarding Agency. Canary copy-L&1 CERTIFICATION OF PAYMENT OF PREVAILING WAGES Date: ••. Project: 8-Inch Water Main Replacement(N 31'Street N 33`d Street,NE 24`h Street), CAG—06- 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 r By: ow Title: r r r r r HAFile Sys\WTR-Drinking Water Utility\WTR-27-Water Project Files\WTR-27-N31st,N33rd St,NE 24th St.Water Main\bidpak.DOC\RLM\ Page 22 IM r. '001. L 1r. CITY OF RENTON SUPPLEMENTAL SPECIFICATIONS ;r �!'rr s ry c� Yr r CITY OF RENTON STANDARD SPECIFICATIONS The City of Renton Standard Specifications for Municipal Construction (hereafter referred to as The Renton Standards) shall apply to all work performed within the public right-of-way by, or for, the City of Renton; or work performed as an extension, betterment or addition to any of the City's utility, or transportation systems. The Renton Standards are comprised of the following documents: Standard Specifications The Standard Specifications are "The 1996 Standard Specifications for Road, Bridge, and Municipal Construction (English)" published by the Washington State Department of Transportation and the American Public Works Association, Washington Chapter. - WSDOT Amendments WSDOT Amendments are changes to the Standard Specifications published on a quarterly basis by WSDOT. The included Index to Amendments lists all amendments received and acknowledged by the time of publication of this document. These Amendments shall be considered a part of the Standard Specifications. Standard Plans The Standard Plans are selected pages of "The Standard Plans for Road and Bridge Construction" as published by the Washington State Department of Transportation and the Washington State Chapter of the American Public Works Association, adopted by the City of Renton, and bound together with those standard plans created by the City of Renton. An appendix contains the original WSDOT/APWA index showing the disposition (Adopted, Replaced, or Deleted) of all original pages. Supplemental Specifications The City of Renton Supplemental Specifications is a compilation of the revisions made to the original WSDOT/APWA document, as modified by the adopted WSDOT Amendments, and is produced to be used together with the original document(s). Where changes are being made to the 1996 Standard Specifications sufficient amounts of the original (WSDOT/APWA) text is reproduced to provide clarity and context. All original text being deleted is shown with a line through the characters. his-ism All replacement text or text being added is shown as underlined I tie. Sections being deleted in their entirety are so stated and not shown. When a section is described as being revised, sufficient text from the original section is shown with cross-outs and boldface to show the revisions. When a section is supplemented, existing text that is not being changed is not shown unless needed to clarify the meaning of the added text. Each item in the Supplemental Specifications signifies the source that wrote the item in parentheses following the listing of the section number and title: (APWA) Signifies an item taken verbatim from the Division 1 APWA Supplement to the 1996 Standard Specifications. (SA) Signifies that the section has been modified from the original State text by an amendment produced by WSDOT. The text of the subject section is shown as modified by the amendment, otherwise WSDOT Amendments are not shown in this document except for their listing in the Index to Amendments. (RC) Signifies an item produced by the City of Renton or an APWA or State Amendment that has been rewritten by Renton. Those documents listed above shall govern all work, except as these standards may be modified or superseded by project-specific plans, special provisions or other documents officially approved by the City of Renton. All work within the public right-of-way performed by other agencies or private parties working under permit authority of the City of Renton shall follow these standards with the exception of those requirements which pertain to payment and financing. Copies of the Renton Standards are on file at the Customer Service desk of the Planning/Building/Public Works Department, Municipal Building, Renton, Washington 98055, where they may be examined and copied by any interested party. Page-RS-i Revision Date:May 19, 1997 Table of Contents CITY OF RENTON STANDARD SPECIFICATIONS.....................................................................................i Division1 General Requirements........................................................................................................... 1 1-01 Definitions and Terms..................................................................................................... 1 1-02 Bid Procedures and Conditions......................................................................................... 2 1-03 Award and Execution of Contract......................................................................................2 1-04 Scope of the Work..........................................................................................................3 1-05 Control of Work.......................................................................................................... 3 1-06 Control of Material.............................................................................:..........................7 1-07 Legal Relations and Responsibilities to the Public.................................................................. 7 148 Prosecution and Progress................................................................................................12 1-09 Measurement and Payment..............................................................................................14 1-10 Temporary Traffic Control..............................................................................................18 1-11 Renton Surveying Standards............................................................................................19 Division2 Earthwork...............................................................................:.:.......................................22 2-02 Removal of Structures and Obstructions.............................................................................22 2-03 Roadway Excavation and Embankment..............................................................................22 2-04 Haul...........................................................................................................................23 2-06 Subgrade Preparation ....................................................................................................23 2-09 Structure Excavation......................................................................................................23 Division 3 Production From Quarry and Pit Sites and Stockpil ing.................................................................25 3 No supplemental specifications were necessary........................................................................25 Division4 Bases................................................................................................................................25 4 No supplemental specifications were necessary.........................................................................25 Division5 Surface Treatments and Pavements..........................................................................................26 5-04 Asphalt Concrete Pavement.............................................................................................26 Division6 Structures..........................................................................................................................29 6-12 Rockeries....................................................................................................................29 Division 7 Drainage Structures,Storm Sewers,Sanitary Sewers,Water Mains, and Conduits.............................30 7-01 Drains...................................................... ...................................... 7-02 Culverts.....................................................................................................................30 7-03 Structural Plate Pipe,Pipe Arch,Arch,and Underpass.....................:...................................30 7-04 Storm Sewers..............................................................................................................30 7-05 Manholes,Inlets,and Catch Basins..................................................................................31 7-08 General Pipe Installation Requirements.............................................................................32 7-10 Trench Exc.,Bedding, and Backfill for Water Mains............................................................34 7-11 Pipe Installation for Water Mains ..................................... .............34 .................................. 7-12 Valves for Water Mains.................................................................................................37 7-14 Hydrants....................................................................................................................38 7-15 Service Connections.:....................................................................................................39 7-17 Sanitary Sewers...........................................................................................................39 Division 8 Miscellaneous Construction.....................................................................................................40 8-09 Raised Pavement Markers...............................................................................................40 8-10 Guide Posts..................................................................................................................40 8-13 Monument Cases...........................................................................................................40 8-14 Cement Concrete Sidewalks....................... .....................40 ................................................. 8-17 Impact Attenuator Systems..............................................................................................41 8-20 Illumination,Traffic Signal Systems, and Electrical .............................................................41 8-22 Pavement Marking........................................................................................................47 8-23 Temporary Pavement Markings........................................................................................48 t- Page-RS-ii Revision Date:May 19, 1997 DivisionMaterials...........................................................................................................................49 9-0W Definitions and Tests......................................................................................................4V 9+02 Bituminous Materials.....................................................................................................49 � 9'04 Joint and Crack Sealing Materials.....................................................................................SV 9-05 Drainage Structures, Culverts, and Conduits.......................................................................S0 9-06 Structural Steel and Related Materials..............................................................................61 9-08 Paints.........................................................................................................................SJ 9-23 Concrete Curing Materials and Admixtures.---,------.-------------------------'62 9-29 Illumination,Signals, Electrical........................................................................................S2 9-3V Water Distribution Materials...........................................................................................S0 INDEX lOWSDOT AMENDMENTS--.---'.---------------~-----------------------^--...6O Wuuv/ AMENDMENTS......................................................................................................6U - ' � � � Page-RS-Ui Revision Date:May D\ 1997 1-01 Definitions and Terms 1-01 Definitions and Terms Department shall also refer to the Department of I Division 1 PlanningBuildmg/Pubhe Works Administrator. Special Provisions(RC) General Requirements Modifications to the standard specifications cpeci€casietis and supplemental specifications that apply to an individual project. The special provisions may describe work the 1-01 Definitions and Terms specifications do not cover. Such work shall comply fi_rcr vrirh l social provisions and then with any specifications that apply_The SECTION I-0I.I IS REVISED BYADDING THE FOLLOWING: Contractor shall include all costs of doing this work within the bid 1-01.1 General(RC) prices. 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 Owner, Contracting Agency or Engineer, such reference shall be representatives where applicable. deemed to mean the City of Renton acting through its City Council Contract Documents(APWA) employees, and duly authorized representatives for all contracts The component parts of the contract which may include but administered by the City of Renton. are not limited to, the Proposal Form, the Contract Form bonds insurance certificates various other certifications and affidavit the SECTION 1-01.3 IS REVISED AND SUPPLEMENTED BY Contract Provisions, the Contract Plans, Working Drawings the THE FOLLOWING: Standard Specifications, the Standard Plans, Addendum. and 1-01.3 Definitions(RC, APWA) Change Orders. Dates(APWA) Act of god(RC) Bid Opening Date(APWA) 'Act of God' means an earthquake, flood cyclone or other The date on which the Contracting Agency publicly opens and cataclysmic phenomenon of nature. A rain, windstorm,high water reads the bids. or other natural phenomenon of unusual intensity for the specific Award Date(APWA, RC) locality of the work,which might reasonably have been anticipated The date of the formal decision of the Contracting Agency to from historical records of the general locality of the work, shall not accept the lowest responsible and responsive Bidder for the work. be construed as an act of god. Contract Execution Date(APWA) Consulting Engineer(RC) The date the Contracting Agency officially binds the agency to The Contracting Agency's design consultant, who may or may the Contract. not administer the construction program for the Contracting Notice to Proceed Date(APWA) Agency. The date stated in the Notice to Proceed on which the Contract Day(RC) time begins. Unless otherwise designated, day(s) as used in the Contract Contract Completion Date(APWA, RC) Documents, 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 Engineer whenever there is an extension to the engineer, shall be the sole judge of the quality and suitability of the Contract time. proposed substitution. Final Acceptance Date(APWA, RC) The responsibility and cost of furnishing necessary evidence, The date on which the Contracting Agency accepts the work 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 capable of being so 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 person or organization who furnishes a raw material, character, and dimensions of prescribed work including layouts, supply, commodity, equipment or tttaaufa=red or fabricated profiles,cross-sections,and other details. product and does not perform labor at the Proiect Site;a supplier. Drawings may either be bound in the same book as the Notice of Award(APWA) balance of the Contract Documents or bound in separate sets, and The written notice from the Contracting Agency to the are a part of the Contract Documents, regardless of the method of successful Bidder signifying the Contracting Agency's acceptance binding. of the Bid. The terms "Standard Drawings' or 'Standard Details" Notice to Proceed(APWA) generally used in specifications refers to drawings bound either The written notice from the Contracting Agency or Engineer with the specification documents or included with the Plaits or the to the Contractor authorizing and directing the Contractor to City of Renton Standard Plans. proceed with thi Work and establishing the date on whjch 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 t- Page-SP-1 Revision Date:May 19, 1997 1-02 Bid Procedures and Conditions 1-03 Award and Execution of Contract 1-02 Bid Procedures and Conditions within 5 (five) years from the date of submission Fa- .a to so label such materials or failure to tunes res nd after notice- of SEC770N 1-02.1 IS DELETED AND REPLACED BY THE request for public disclosure has been iven shall be deemed a FOLLOWING: waiver by the submitting vendor of anY claim that such materials are, in fact, so exempt. 1-02.1 Qualifications of Bidder(APWA) SECTION 1-02.12 IS SUPPLEMENTED BY ADDING THE Bidders shall be qualified by experience financing, FOLLOWING: I equipment, and organization to do the work called for in the Contract Documents. The Contracting Agency reserves the right to 1-02.12 Public Opening of Proposals APWA take whatever action it deems necessary to ascertain the ability of the Bidder to Derform the work satisfactorily. This action may The Contracting A en reserves the right to one the include a pre qualification procedure prior to the Bidder being ddenda, time for bid opening. Notification to bidder will be b I furnished a proposal form on any contract or a preaward survey of the Bidders qualifications prior to award SECTION 1-02.13 PARAGRAPH I IS REVISED AS FOLLOWS: SECTION 1-02.2 IS DELETED AND REPLACED BY THE 1-02.13 Irregular Proposals(RC) 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 IN PARAGRAPH I Information as-to where Bid Documents can be obtained or TO READ: reviewed will be found in the Call for Bids for the Work placed in the Contracting Agency's official newspaper 1-02.14 Disqualification of Bidders("WA) SECTION 1-02.4(2) IS SUPPLEMENTED BY REVISING 3. A bidder is not prequalified for the work or to the full SENTENCE 1, PARAGRAPH TO READ: extent of the bid; 1-02.4(2) Subsurface Information(APWA) 1-03 Award and Execution of Contract If the Contracting Agency has made subsurface investigation of the site of die 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_(RC, APWA) bidders. The total of extensions, corrected where necessary, and SECTION 1-02.5 IS SUPPLEMENTED BY ADDING THE including sales taxes where applicable, will be used by the FOLLOWING: Contracting Agency for award purposes and to fix the amount of 1-02.5 Proposal Form(APWA) the contract bond. All bids will be based on total sum of all schedules of prices. The Engineer reserves the right to arrange the Bid Forms with No partial bids will be accepted unless so Stated in the tall for bids Alternates Additives or Deducxives 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 Deducttves, 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: FOLLOWING: 1-03.2 Award of Contract(RC) 1-02.6 Preparation of Proposal(RC) The contract, bond form and all other forms requiring All prices shall be in legible figures and(net-words)written in execution, together with a list of all other forms or documents ink or typed. The proposal shall include: required to be submitted by the successful bidder, will be 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 member of copies to be executed by 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 1-02.6(1) IS AN ADDED SUPPLEMENTAL FOLLOWS: SECTION. 1-03.3 Execution of Contract (APWA,RC) 1-02.6(l) Proprietary Information (RC) Within 20 10 calendar days after receipt from the City of the Vendors should in the bid proposal identify clearly any forms and documents required to be completed by die material(s) which constitute '(valuable) formula designs Contrad0r"14-&*4;4-4ata, 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, RC 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 t- Page-SP-2 Revision Date:May 19, 1997 1-04 Scope of the Work 1-05 Control of Work date, the Contracting Agency may grant up to a maximum of 20 10 SECTION 1-04.4 IS SUPPLEMENTED WITH TEE additional calendar days for return of the documents, provided the FOLLOWING: Contracting Agency deems the circumstances warrant it. 1-04.4 Ch The Contracting Agency is prohibited by RCW 39.06 010 anges from executing a contract with a Contractor who is not registered Renton does not have a formal policy or t?uideli" or licensed as required by the laws of the state. In addition the on cost reduction alternatives, but will-evaluate such proposals by the Contracting Agency requires persons doing business with the Contractor on a case-by-case basis. Contracting Agency to possess a valid City of Renton business license prior to award. SECTION 1-04.11 IS SUPPLEMENTED AS FOLLOWS. When the Bid Form provides spaces for a business license 1-04.11. Final Cleanup R� number, a Washington State Contractors registration number, or both the Bidder shall insert such information in the spaces 3. All salvage material as noted on the plans and taken from pro vided. The Contracting Agency requires legible copies of the any of the discarded facilities shall, at the engineer's discretion be Contractor's Registration and business license be submitted to the carefully salvaged and delivered to the City shops Any cost Engineer as part of the Contracting Agency's post-award incurred in salvaging and delivering such Items shall be considered information and evaluation activities. incidental to the protect and no compensation will be made SECTION 1-03.4 IS SUPPLEMENTED BY ADDING THE T►e contract price for "Finish and Cleanup, lump sum," shall FOLLOWING TO THE FIRST PARAGRAPH. be full compensation for al( work, equipment and materials required to perform final cleanup. If this pay item does not appear 1-03.4 Contract Bond (APWA) in the contract documents then final clean up shall be considered incidental to,the contract and to other pay item and no further 5. Be accompanied by a power of attorney for the Surety's compensation shall be made. officer empowered to sign the bond. 7. Be signed by an officer of the Contractor empowered to 1-05 Control of Work sign official statements (sole proprietor or partner). If the Contractor is a corporation, the bond must be signed by the SECTION 1-05.3 IS REVISED AS FOLLOWS: president or vice-president,unless accompanied by written proof of the authority of the individual signing the bond to bind the 1-05.3 Plans and Working Drawings(RC) gyration(i.e.,corporate resolution,power of attorney or a letter to such effect by the president or vice-president). The Contractor shall submit supplemental working drawings as required for the performance of the work.The drawings shall be 1-04 Scope of the Work on sheets measuring Z4-1 -36 22-1y34 inches or on sheets with dimensions in multiples of 8-1R by 11 inches. SECTION 1-04.1 IS SUPPLEMENTED BY ADDING THE SECTION I-0S.4 IS SUPPLEMENTED BY ADDING THE FOLLOWING. FOLLOWING: 1-04.1 Intent of the Contrail RQ 1-05.4 Conformity with and Deviations from Plans The Contractor is encouraged to provide to the Engineer prior and Stakes(RC) to progress payments an estimate of lump sun work accomplished If the project calls for Contractor supplied surveying, the to date. The Engineer's calculations and decisions shall be final in Contractor shall provide all required Survey work, including such regard to the actual percentage of any lump sum pay item work as mentioned in,Sections 1-05.4. 1-05.5.-1-11 and elsewhere accomplished and eligible for payment unless another specific in these specifications as being provided by the Fmineer. method of calculating lump sum payments is provided elsewhere in SECI70N I-0S.S THE VACANT SECTION IS]REPLACED BY the specifications. THB FOLLOWING: SEC77ON 1-04.2 IS REVISED AS FOLLOWS. 1-05.5 Construction Stakes (RC) 1-04.2 Coordination of Contract Documents, Plans, Special Provisions Specifications, turd Addenda If the project calls for Contractor supplied surveying the !, Contractor shall provide all required survey work, including such (RC) work as mentioned in Sections 1-05.4. 1-05.5. 1-11 and elsewhere Any inconsistency in the parts of the contract shall be resolved in these specifications as being provided by the Engineer, All costs by following this order of precedence (e.g., I presiding over 2, 3, for this survey work shall be included in 'Contractor Supplied 4.5,6,and 7;2 presiding over 3,4.5.6,and 7;and so forth): Surveying," per lump sum. I. Addenda 1-05.5(1) General(APWA, RCZ 2. Proposal Form 3. Special Provisions The Engineer or Contractor supplied survevor will Provide 4. Contract Plans construction stakes and marks establishing lines slopes and grades 5. Arnendmenns to the Standard Specifications as stipulated in Sections 1-05.5(1) and 1-05.5(1) and will perform 6. Supplemental Specifications. such work per $ection 1-11 The Contractor shall assume full 7. Standard Plans responsibility for detailed dimensions elevations and excavation 64. Standard Specifications slopes measured from the Engineer or Contractor EM 1p ied surveyor furnished stakes and marks. 1- Page-SP-3 Revision Date:May 19, 1997 1-05 Control of Work 1-05 Control of Work The Contractor shall provide a work site which has been with major grade changes shall be slope staked to establish 7rade prepared to permit construction staking to proceed in a safe and before offset hubs are set. orderly manner. The Contractor shall keep the Engineer or Contractor supplied surveyor informed of staking requirements and 1-05_5(3) Bridge and Structure Surveys fApWA) provide at least 48 hours notice to allow the Engineer or Contractor For all structural work such as bridges and retainin walls the supplied surveyor adequate time for setting stakes. Contractor shall retain as a part of Contractor org tion an Stakes, marks, and other reference points, including existing experienced team of surveyors under direct supervision of a monumentation, set by Contracting Agency forces shall be licensed surveyor. The Contractor shall ensure that recttiirM fed carefully preserved by the Contractor. The Contractor will be measurements and locations match and fulfill the intended plan charged for the costs of replacing stakes, markers and dimensions. The Contractor shall provide all surveys required to monumentation that were not to be disturbed but were destroyed or complete the structure,except the following primary survey control damaged by the Contractor's operations. This charge will be which will be provided by the Engineer: deducted from monies due or to become due to the Contractor. 1. Centerline or offsets to centerline of the structure Any claim by the Contractor for extra compensation by reason 2. Stations of abutments and pier centerlines. of alterations or reconstruction work allegedly due to error in the 3. A sufficient number of bench marks for levels to enable Engineer's line and grade, will not be allowed unless the original the Contractor to set grades at reasonably short distances control points set by the Engineer still exist, or unless other 4. Monuments and control points as shown on the satisfactory substantiating evidence to prove the error is furnished Drawings. the Engineer.Three consecutive points set on line or grade shall be The Contractor shall establish all secondary survey controls the minimum points used to determine any variation from a straight both horizontal and vertical, as necessary to assure proper line or grade. Any such variation shall, upon discovery, be placement of all project elements based on the primary control 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 point done in accordance with Section 1-11 SURVEYMG STANDARDS 3. Superstnncture Elevations+.01 foot(from plan elevations) of these specifications. 4. Substructure Elevations+.05 foot(from plan elevatiops) The Contractor shall keep updated survey field notes in a During the progress of the Work, the Contractor shall make standard field book and in a format set by the Engineer, per Section available to the Engineer all field books including survey 1-11.1(3). These field notes shall include all survey work information, footing elevations,cross sections and quantities, performed by the Contractor's surveyor in establishing line, grade The Contractor shall be fully responsible for the close and slopes for the construction work. Copies of these field notes coordination of field locations and measurements with appropriate shall be provided the Engineer upon request and upon completion dimensions of structural members being fabricated. of the contract work the field book or books shall be submitted to the Engineer and become the property of the Contracting Agency. 1-05_5(4) Contractor Supplied Surveying(RC) If the survey work provided by the Contractor does not meet When the contract provides for Contractor Supplied the standards of the Engineer, then the Contractor shall, upon the Surveying, the Contractor shall supply the survey work required Engineer's written request, remove the individual or individuals for the protect. The Contractor shall retain as a part of the doing the survey work and the survey work will be completed by Contractor Organization an experienced team of surveyors under. the Engineer at the Contractor's expense. Costs for completing the the direct supervision of a professional land surveyor licensed by survey work required by the Engineer will be deducted from the State of Washington. All survey_ work shall be done in monies due or to become due the Contractor. accordance with Sections 1-05.4. 1-05.5 and 1-11. All costs for survey work required to be performed by the The Contractor and/or Surveyor shall inform the Engineer in Contractor shall be included in the prices bid for the various items writing of any errors,discrepancies and omissions to the PIM that which comprise the improvement or be included in the bid item for prevent the Contractor and/or Surveyor from ducting the 'Contractor Supplied -Surveying' per lump sum if that item is Project in a manner satisfactory to the Engineer. All errors included in the contracts. discrepancies and omissions must be corrected to the satisfaction .y of the Engineer before the survey work may be continued. 1-0_ 5.5(2) Roadway and Utility Surveys(APWA) The Contractor shall coordinate his work with the Surveyor 7'he Engineer shall furnish to the Contractor one time only,or ' and perform his operations in a manner to proms 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 points completion of the Work. These shall generally consist of one initial before physically removing them. set of: The surveyor shall be responsible for maintaining As-Built 1. Slope stakes for establishing grading, records for the project. The Contractor shall coordinate his 2. Curb grade stakes, operations and assist the Surveyor in maintaining accurate As-Built 3. Centerline finish grade stakes for pavement sections records for the project. wider than 25 feet,and If the Contractor and Surveyor fail to provide aS directed by 4. Offset points to establish line and grade for underground the Engineer and/or these plans and specifications accurate As- utilities such is water, sewers, and storm drains (with offsets, 50' Built records and ocher work the Engineer deems nenMg the n tx interval). Engineer may elect to`provide at Contractor expense a surveyor to On alley construction projects with minor grade changes the provide all As-Built records and other work as directed by the Engineer or Contractor supplied surveyor shall provide offset hubs Engineer. The Engineer shall deduct expenses incurred by the on one side of the alley to establish the alignment and grade. Alleys Engineer-supplied surveying from moneys owed to the Contractor. Page-SP-4 Revision Dater May 19, 1997 1-05 Control of Work 1-05 Control of Work Payment per Section 1-04.1 for all work and materials rP ovided by this Section nor shall the exercise of this right diminish required for the full and complete survey work required to the Contracting Agency's right to pursue any other avenue for complete the protect and as 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(5) Contractor Provided As-Built Information SECTION 1-05.10 IS SUPPLEMENTED BY ADDING THE FOLLOWING: It shall be the contractors responsibility to record the location 1-05.10 Guarantees(APWA, RCZ prior to the backfilling of the trenches, by centerline station offset and depth below pavement, of all existing utilities uncovered or If within one year after the Acceptance Date of the Work by crossed during his work as covered under this project. the Contracting Agency, defective and unauthorized Work is It shall be the contractors responsibility to have his surveyor discovered, the Contractor shall promptly, upon written order by locate by centerline station, offset and elevation each major item of the Contracting Agency, return and in accordance with the work done under this contract per the survey standard of Section I- Engineer's instructions, either correct such Work or if such Work 1 L. Major items of work shall include but not be limited to: has been rejected by the Engineer, remove it from the Project Site Manholes, Catch basins and Inlets, Valves vertical and and replace it with non defective and authorized Work all without Horizontal Bends, Junction boxes, Cleanouts, Side Sewers Street cost to the Contracting Agency. If the Contractor does not Lights dr Standards, Hydrants, Major Changes in Design Grade promptly comply with the written order to correct defectjve and Vaults, Culverts, Signal Poles, Electrical Cabinets. unauthorized Work, or if an emergency exists the Contracting After the completion of the work covered by this contract the Agency reserves the right to have defective and unauthorized Work contractors surveyor shall provide to the City the hard covered corrected or removed and replaced pursuant to Section 1.05.8 field book(s) containing the as-built notes and one set of white 'Owner's Right to Correct Defective and Unauthorized Work prints of the project drawings upon which he has plotted the notes The Contractor agrees the above one year limitation shall not of the contractor locating existing utilities, and one set of white exclude or diminish the Contracting Agency's rights under any law prints of the project drawings upon which he has plotted the as- to obtain damages and recover costs resulting from defective and built location of the new work as he recorded in the field book(s). unauthorized work discovered after one year but prior to the This drawing shall bear the surveyors seal and signature certifying expiration of the legal time period set forth in RCW 4.16040 it's accuracy, limiting actions upon a contract in writing or liability expressed or All costs for as-built work shall be included in the contract implied arising out of a written agreement. item 'Contractor Supplied Surveying.' The Contractor shall warrant good title to all materials 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 1-05.8 Contracting ' or impair the right of persons furnishing materials or labor, to Agency's Right to Correct recover under any bond given by the Contractor for their Defective and Unauthorized Work(APWA) protection,or any rights under any law permitting such persons to If the Contractor fails to remedy defective or unauthorized look to funds due the Contractor in the hands of the Contracting work within the time specified in a written notice from the 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 work as may be identified in the written notice, by such means as shall be given to all persons furnishing materials for the Work the Engineer may deem necessary, including the use of Contracting when no formal contract is entered into for such materials. Agency forces. Section 1-05.11 is deleted and the first two sentences of the If the Contractor fails to comply with a written order to fourth paragraph of section 1-08.9 is deleted and replaced by the remedy what the Engineer determines to be an emergency following: situation, the Engineer may have the defective and unauthorized Work corrected immediately, have the rejected Work removed and 1-05.11 F"mal Inspection(APWA) replaced, or have Work the Contractor refuses to perform completed by using Contracting Agency or other forces. An 1-05.11(1) Substantial Completion Date(APWA) emergency situation is any situation which, in the opinion of the When the Contractor considers the work to be substantially Engineer, a delay in its remedy could be potentially unsafe or-, complete the Contractor shall so notify the Engineer and request might cause serious risk of loss or damage to the public. the Engineer establish the Substantial Completion Date. To be Direct or indirect costs incurred by the Contracting Agency considered substantially complete the following condraons must be attributable to correcting and remedying defective or unauthorized met: Work, or Work the Contractor failed or refused to perform shall 1 The Contracting Agency must have full and unrestricted be paid by the Contractor. Payment will be deducted by the use and benefit of the facilities, both from the operational and Engineer from monies due, or to become due, the Contractor. Such safety standpoint. direct and indirect costs shall include in particular, but without 2 Only minor incidental work replacement of temporary limitation, compensation for additional professional services substitute facilities or correction or repair work mnains to reach required, and costs for repair and replacement of work of others physical completion of the work. destroyed or damaged by correction, removal, or replacement of The Contractor's request shall list the specific items of work w the Contractor's unauthorized work. in subparagraph two above that remains to be completed in order to No adjustment in contract time or compensation will be reach physical completion The Engineer may 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 Revision Date:May 19, 1997 1-05 Control of Work 1-05 Control of Work If after this inspection the Enoineet concurs with the Com letion Date cannot be established until testin Contractor that the Work u substantial) complete and read for its have been completed to the satisfaction of the Engine d corrections `� ' intended use, the Engineer by written notice to the Contractor, will set the Substantial Completion Date If after this inspection eve �n costs e Dr needed to successfully complete.o material rational and the Engineer does not consider the Work substantially complete and shall be included in the various contract prices related to the tin ready for its intended use the Engineer will by written notice so being tested unless set forth otherwise in stem notify the Contractor giving the reasons therefor. Form the Bid Upon receipt of written notice concurring in or denying substantial completion whichever is applicable the Contractor shall no t affect a manufacturer's t s guaranties o� by �e F ushe shall pursue vigorously diligently and without unauthorized under the terms of the Contract. warranties furnished interruption, the Work necessary to reach Substantial and Physical Completion. The Contractor shall provide the Engineer with a SECTION 1-0S.12 IS DELETED AND REPLACED WITH TAE revised schedule_indicapng when the Contractor expects to reach FOLLOWING: substantial and physical completion of the work The above process shall be repeated until the Engineer 1-05.12 Fnal Acceptance (APWA) establishes the Substantial Completion Date and the Contractor The Contractor must perform all the obli ations under the considers the work physically complete and ready for Final Contract before the Completion Date can be established A Inspection. Certificate of Com letion for the Work issued b the Contracting Agency will establish the Completion Date and certify the Wow as 1-05.11(2) Final Inspection Date APWA complete. The Final Contract Price may then be calculated The When the Contractor considers the Work Physically complete following must occur before the Completion pate can be .trail ready for Final Inspection the Contractor by Written Notice established and the Final Contract Price calculated: shall request the Engineer to schedule it final inspection The 1• The physical work on the project must be complete. Fnginetr will set a date for Final Inspection The Engineer and the 2. The Contractor must furnish all documentation iced Contractor will then make a Final hispection and the Engineer will by the Contract and required by law naxssary to allow the notify the Contractor m writing of all particulars in which the Final Contracting A nev to certify the Contract as optnplete CIrspaxwn reveals the Work incomplete or unacceptable The A Certificate of Completion for the Work signed by the ontractor shall immediately take such corrective measures as are Contracting Agency, will constitute acceptance of the Work. The necessary to remedy the listed deficiencies Corrective work shall issuance of this Certificate of Co m letion will not constitute be pursued vigorously dili gently and without intemuption until acceptance of unauthorized or defective wort or material physical completion of the listed deficiencies This process will Failure of the Contactor to perform all of the Contractor's continue until the E igineer 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 If action to correct the listed deficiencies is not initiated within calculate a Final Contract Puce as provided in Section 1-09.9. 7 days after receipt of the Written, Notice listing the deficiencies' SECTION 1-05.13 IS S MY,the Engineer y, upon Written Notice to the Contractor take whatever steps are necessary to correct those deficiencies pursuant PARAGRAPH READ. ilPPLBMENTED BY REVISING 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 Contrictin Agency, in writ in of the date tpo_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 proqualification pursuant to Section 1-02 1 the Contracting Agency but shall riot wply all the obligations of the Contractor under the will take these performance Contract have been fulflled tluasareports into account. - 1-05.11(3) Operational Testing(APWA) SECTION 1-05 IS SUPPLEMENTED BY ADDING THE It is the intent df the Contractin A!ency to have at the FOLLOWING NEW SECTIONS: Completion Date a complete and operable system Therefore when 1-05.16 Water and Power (APWA) the Work involves the installation of machinery or other mechanical equipment; street lighting electrical distribution or.: Tlx Contractor shall make necessary arrangements and shall signal systerns buildings;or other similar work k may c desirable bear the costs for power and water necessary for the performance for the Engineer to have the Contractor operate and test the Work of the Work. fo_ r a period of time after final inspection but prior to the Physical 1-05.17 Oral Agreements (APWA) Completion Date. Whenever hems of work are listed in the Contract Provisions for operational testing they shall be fully tested No oral agreement or conversation with any officer, agent;or under operating conditions for the time period specified to ensure e__ployee of the Contracting AgeriCy either before or after their acceptability prior to the Physical Completion Date During execution of the contract, shall affect or modify any of the terms or and following the test period the Contractor shall correct any items obligations contained in any of the documents comprising die of workmanship, materials Or equipment which proves faulty, or contract. Such oral aPrcement or conversation shall be considered that are not in first class operating condition Equipment electrical as unofficial information and in no way binding upon the controls meters or other devices and equipment to be tested Contracting Agency, unless subsequently out in writing during this period shall be tested under the observation of the Engineer, so that the Engineer may determine their suitability for the purpose for which they were installed The Physical 1- PW-SP-6 Revision Date:May 19, 1997 1-06 Control of Material 1-07 Legal Relations and Responsibilities to the Public 1-06 Control of Material its payment if the Contractor bases a bid on a misunderstood tax liability. SEC77ON 1-06.02(2) IS SUPPLEMENTED BY ADDING THE The Contractor shall include all Contractor-paid taxes in the FOLLOWING: unit bid prices or other contract amounts. In some cases however state retail sales tax will not be included. Section 1-07 2(3) 1-06.2(2) Statistical Evaluation of Materials for describes this exception. Acceptance The Contracting Agency will pay the retained percentage only UNLESS STATED OTHERWISE IN THE SPECIAL if the Contractor has obtained from the Washijgton State PROVISIONS STATISTICAL EVALUATION WILL NOT BE Department of Revenue a certificate showing that all contract- USED BY THE CITY OF RENTON. related taxes have been paid (RCW 60.28.050), The Contracting Agency may deduct from its payments to the Contractor any amount the Contractor may owe the Washington State Department 1-07 Legal Relations and Responsibilities to of Revenue, whether the amount owed relates to this contract or the Public not. Any amount so deducted will be paid into the proper State fund. SECTION 1-07.1 IS SUPPLEMENTED BY ADDING THE 1-07.2(2) State Sales Tax-Rule 171(APWA) FOLLOWING: WAC 458-20-171, and its related rules, 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 Contractor shall indemnify, defend,and save harmless the the United States, and which are used primarily for foot or Contracting Agency (including any agents, officers, and vehicular traffic. This includes storm or combined sewer systems employees) against any claims that may arise because the within and included as a part of the street or road drainage system Contractor(or any employee of the Contractor or subcontractor or and power lines when such are part of the roadway lighting system materialman)violated a legal requirement. For work performed in such cases, the Contractor shall include In cases of conflict between different safety regulations, 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 The Washington State Department of Labor and Industries Contractor pays on the purchase of the materials, equipment, or shall be the sole and paramount administrative agency responsible supplies used or consumed in doing the work. for the administration of the provisions of the Washington Industrial Safety and Health Act of 1973 (WISHA). 1-07.2(3) State Sales Tax-Rule 170(APWA) The Contractor shall maintain at the Project Site office, or WAC 458-20-170, and its related rules, apply to die other well known place at the Project Site,all articles necessary for constructing and repairing of new or existing buildings, or other providing first aid to the injured. The Contractor shall establish, structures, upon real property. This includes, but is not limited to, publish,and make known to all employees,procedures for ensuring the construction of streets, roads, highways, etc„ owned by the immediate removal to a hospital, or doctor's care, persons, State of Washington; water mains and their appurtenances; sanitary including employees, who may have been injured on the Protect sewers and sewage disposal systems unless such sewers and Site. Employees should not be permitted to work on the Project disposal systems are within, and a part of,a street or road drainage Site before the Contractor has established and made known system; telephone, telegraph, electrical power distribution lines, or procedures for removal of injured persons to a hospital or a other conduits or lines in or above streets or roads, unless such doctor's care. power lines become a part of a street or road lighting system; and The Contractor shall have sole responsibility for the safety, installing or attaching of any article of tangible personal property in efficiency,and adequacy of the Contractor's plant, appliances,and or to real property,whether or not such personal property becomes methods, and for any damage or injury resulting from their failure, a part of the realty by virtue of installation. or improper maintenance, use, or operation. The Contractor shall For work performed in such cases the Contractor shall collect be solely and completely responsible for the conditions of the from the Contracting Agency, retail sales tax on the full contract Proiect Site, including safety for all persons and property in the price. The Contracting Agency will automatically add this sales performance of the work. This requirement shall apply tax to each payment to the Contractor. For this reason, the continuously, and not be limited to normal working hours. The Contractor shall not include the retail sales tax in the unit Bid Item required or implied duty of the Engineer to conduct construction.., prices.-or in any other contract amount subject to Rule 170, with review of the Contractor's performance does not, and shall not, be the following exception. intended to include review and adequacy of the Contractor's safety Exception: The Contracting Agency will not add in sales tax measures in,on,or near the Project Site. for a payment the Contractor or a subcontractor makes on the SECTION 1-07.2 IS DELETED AND REPLACED BY THE purchase or rental of tools machinery, equipment or consumable FOLLOWING: supplies not integrated into the project. Such sales taxes shall be included in the unit Bid Item prices or in any other contract 1-07.2 State Sales Tax(APWA) amount. 1-07.2( Services (APWA) 1-07.2(1) GENERAL(APWA) The Contractor shall not collect retail sales tax from the The Washington State Department of Revenue has issued Contracting Agency on any contract wholly for professional or special rules on the state sales tax. Sections 1-07.2(1) through I- other services (as defined in State Department of Revenue Rules 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 questions in this area. The Contracting Agency will not adjust 1. Page-SP-7 Revision Date:May 19, 1997 1-07 Legal Relations and Responsibilities to the Public 1-07 Legal Relations and Responsibilities to the Publi SECTION 1-07.S(2) IS SUPPLEMENTED BY REVISING THE turbidity shall not exceed 5 NTU over back round turbidi when TITLE AND SENTENCE 2, PARAGRAPH 2 TO READ: the back round turbidity is 50 NTU or less or have more than a 10 1-07.5(2) State Department of Fish and Wildlifes of ant increase in turbidi when the back round turbidity is more �APWA, SA) than 50 NTU; for other classes of waters refer to WAC 173-201- 045. If the work in (1) through (3) above differs little from what The term turbidity means the o tical ro the contract requires, the Contracting Agency will measure and pay demonstratin the scatterin and abso tion of Ili ht caused be for it at unit contract prices. But if contract items do not cover suspended material as expressed in Nephelometric Turbid' U those areas, the Contracting Agency will and measured with a calibrated tuibidimeter- 1J11C$ g g cey pay Pursuant to Section 1- 09•4 Discharges to a State waterway caused b a re ate wash to-agat in drainage from a re ate it sites and stoc iles or dewawt of pits and excavations shall not increase the existing turbidity of 0f SECTION 1-07) IS SUPPLEMENTED BY ADDING THE receiving waters. FOLLOWING NEW SECTION.• Turbid water from the Project Site shall be treated before being discharged into stream or other State waters Ttirhidity may 1-07.11(11) Citv of Renton Affidavit of Compliance be removed by the use of lagoons or holding ponds sealing basins C overflow weir, polymer water treatment discharging to amitrj surface, by percolation, evaporation or by passim throe h vet Each Contractor=Subcontractor, Consultant and or Supplier sand or fiber filters. shall complete and submit a copy of the "City of Renton Fair 2. Erosion Control: Te nporary erosion control shall be Practices Policy Affidavit of Compliance" A copy of this exercised by minimizing exposed areas and slopes until nPm document will be bound in the bid documents, measures are effective. The minimum sed area and slopes will r be defined in the Special Provisions Plastic sheet covering shall be SECTION 1-07.13(1)IS SUPPLEMENTED AS FOLLORW. placed over exposed Around areas to protect from rain erosion Other alternative methods for erosion control under certain 1-07.13(1) General (RC) situations may include netting mul ping with binder and seeding. tr Should ruttin and erosion occur the Contra burin unfavorable weather and other g contractor shall erbe oded conditions the responsible f rest lama or c earwp of eroded contractor shall pursue only such portions of the work as shall not material including that m ditches catch basins manholes and 1� 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 di rmdy into storm drains streams or State constructed while these conditions exist unless b .special means or waters. Chlori ne water may be discharged into sanitary sewers or �utions acceptable to the engineer the contractor shall be able disposed on land for percolation Chlorine residua!may be reduced to overcome them. chemically with a redticfm agent such as sodium tlu�osred-- SEC170N 1-07.14 (APWA) IS SUPPLEMENTED BY Water shall be periodically tested for chlorine residual REVISING ALL REFERENCES TO "STATE COMMISSION 4. Vehicle and . ipment Washing. Water used for SECRETARY' OR "`STATE" I0 READ "CONTRACTING washing vehicles and equipm=shall not be allowed to eater.storm AGENCY." drains,streams or other State waters unless separation of petroleum products, fresh concrete products or other deleterious material is accomplished prior to discharge Detergent solution a be SECTION 1-07.15 IS REVISED AND SUPPLIAI NTED AS discharged into sanitary sewers or allowed to be held on the Around FOLLOWS: for percolation. A recirculation system for detergent washing is 1-07.15 T_ etnpoeary Water Pollution Faosion Control recommended. �' °"'O t'n"� �1 provide a device for oil APWA ;R_C) separation. 5. Oil and Chemical Storage and Handling' Handling and If done according to the approved plan or the storage of oil and chemicals shall not take place adjacent to orders temporary Engineer's waterways. The storage shall be made in dike tanks and barrels porary water Pollution/erosion control work will be with drip pans provided under the dispensing area Shut-ff and measured and paid for�ursuant to Section 3-0fl.41-04.1 through � the hnnp sum item for "Temporary Water Pollution/Erosion lode valves shall be provided on tanks Shut=off nozzles shall be Control.. provided on hoses. Oil and chemicals shall be dispensed onlx If no pay item appears in the contract for 'Temporary Water during daylight hours unless the dispensing area is property lighted Pollution/Erosion Control' then all labor materials tools and Disposal of waste shall not be allowed on o1 and chemical spills equipment used to complete the work shall be considered incidental Fencing shall be provided around oil storage Locks shall be to other pay items in the Contract and no further compensation provided on valves pumps and tanks shall be made. 6. Sewage: If a sanitary sewer line is encountered and repair In addition_ to other requirements in the Contract Documents or relocation work is required the Contractor shall provide this temporary work shall include but is not limited to the blocking and sealing of the sanitary sewer line Sanitary sewer flow f_ollowmg water quality considerations• shall be pumped out collected and hauled by tank truck or 1. Turbid Water Treatment Before Dischar e: pumped directly to a sanitary system manhole for discharge The Determination_of turbidity in surface waters shall be at the existing sewers shall Ix maintained by the Contractor without discretion of the Engineer; for Lake Class Receiving Waters interruption of service by the use of temporary sewer bypasses In turbidity shall not exceed 5 NTU (Nephelometric Turbidity Units) addition, the excavated materials adjacent to and around a rupture over background conditions; for Class AA and Class A yya1Crs of a sanitary sewer line shall be removed from the Project Site and Page-SP-8 Revision Date:May 19, 1997 1-07 legal Relations and Responsibilities to the Public 1-07 Legal Relations and Responsibilities to the Public deposited into refuse trucks for haul to a sanitary fill site. other temporary obstacles shall be removed by the contraaor and Equipment and tools in contact with the above materials shall be immediately replaeo,after the trench is backfilled, in their original 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 property Owner at least 24 hours in advance of any work done on treatment plant. casements or rights-of-way. Damage to existing structures outside of casement arras 1-47.16 Protection and Restoration of Property that may result from dewatenng and/or other construction activity SECTION I-07.16(1) IS SUPPLEMENTED BY ADDING THE under this contract shall be restored to their ori ginal condition or FOLLOWING: better. The original condition shall be established by ohotoQranhs taken and/or inspection made prior to construction. All such---t- 1-07.16(l) Private/Public Property (RC) shall be done to the satisfaction of the pro perty Owners and the The Contracting Agency will obtain all casements and Contracting Agency at the expense of the contractor. franchises required for the project. The contractor shall limit his D. Streets. The contractor will assume all responsibility of operation to the areas obtained and shall not trespass on private restoration of the surface of all streets(traveled ways) used by him property. if damaged. The Contracting Agency may provide certain lands, as In the event the contractor does not have labor or material indicated in connection with the work under the contract together immediately available to make nxessat I repairs, the contractor. with the right of access to such lands. The contractor shall not shall so inform the Contracting Agency. The Contracting Agency unreasonably encumber the premises with his equipment or will make the necessary repairs and the cost of such repairs shall be materials. paid by the contractor. The contractor shall provide, with no liability to the The contractor is responsible for identifying and Contracting Agency, any additional land and access thereto not documenting any damage that is pre-existing or caused by shown or described that may be required for temporary others.Restoration of excavation in City streets shall be done in construction facilities or storage of materials. He shall construct accordance with the City of Renton Trench Restorafron all access roads,detour roads,or other temporary work as required Requirements, which is available at the Public Works Department by his operations. The contractor shall confine his equipment, Customer Services counter on the 4th floor, Renton Municipal storage of material, and operation of his workers to those areas Building,200 Mill Avenue South. shown and described and such additional areas as he may provide. SECTTON 1-07.17 IS SUPPZEMENTZrD BY ADDING: 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) confined to the limits of such easements, right-of-way or franchise. All work shall be accomplished so as to cause the least amount of In addition to the other requirements pursuant to RCW disturbance and a minimum amount of damage. The contractor 19.122, an act relating to underground utilities and prescribing shall schedule his work so that trenches across casements shall not penalties,the Contractor shall: be left open during weekends or holidays and trenches shall not be 1, call the utilities underground location center for field open for more than 48 hours. location of the utilities; B. Structures. The contractor shall remove such existing Call Before You Dig structures as may be necessary for the performance of the work and, if required, shall rebuild the structures thus removed in as good a The 48 Hour Locators condition as found. He shall also repair all existing structures which may be damaged as a result of the work under this contract. 1-800424-5555 C. Easements. Cultivated areas and other surface improvements. All cultivated areas,either agri cultural or lawns,and and other surface improvements which are damaged by actions of the 2 not begin excavation until all known underground contractor shall be restored as nearly as possible to their original facilities in the vicinity of the proposed excavation have been condition. located and marked. Prior to excavation on an casement or private right-of- location and dimensions shown on the Plans for existing way, the contractor shall strip top soil from the trench or facilities are in accordance with available information without construction area and stockpile it in such a manner that it may be uncovering measuring or other verification.If a utility is known replaced by him, upon completion of construction. Ornamental ° or suspected of having underground facilities within the atria of the trees and shrubbery shall be carefully removed with the earth proposed excavation and that utility is not a subscriber to the surrounding their roots wrapped in burlap and replanted in their utilities underground location otter then the Contractorta11 gtve original positions within 48 hours. individual notice to that utility. All shrubbery or trees destroyed or damaged, shall be If, in the prosecution of the work it becomes necessary to replaced by the contractor with material of equal quality at no interrupt existing surface drainage sewers tmderdmim, condom additional cost to the Contracting Agency. In the event that it is utilities similar underground structures or parts dlereof the necessary to trench through any lawn area, the sod shall be contractor shall be responsible for and shall take all necessary carefully cut and rolled and replaced after the trenches have been precautions to protect and provide temporary services for same. backfilled. The lawn area shall be cleaned by sweeping or other The contractor shall at his own ezpertse repair all damage to means,of all earth and debris. such facilities or grucxures due to this construction aeration to the The contractor shall use rubber wheel equipment similar satisfaction of the City: except for City owned facilities whirr will to the small tractor-type backhoes used by side sewer contractors for be repaired by the utility department at contractor's expense or all work, including excavation and backfill, on easements or rights- the contractor as directed by the City, of-way which have lawn areas. All fences, markers, mail boxes, or t, Page-SP-9 Revision Date:May 19, 1997 1-07 Legal Relations and Responsibilities to the Public 1-07 Legal Relations and Responsibilities to the 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. 1-07.18 Public Liability and Property Damage The Contractor shall obtain and maintain the minimum Insurance (RCS insurance coverage set forth below. By requylirm 3, such minimum insurance the City of Renton shall not be deemed or coristrued to State Amendment to 1-07.18 is not used. Renton uses the have assessed the risks that may be applicable to the following: The Contractor shall assess its own risks and Contractor. if it deems SECTION I-07.18(1)IS REPLACED WITH THE FOLLOWING: appropriate and/or prudent, maintain higher limits and/or r. oade coverage. _1-07.18(1) General (RC) Coverage shall include: The contractor shall obtain and maintain in full force and (1) Commercial General Liability - ISO 1993 Form or effect from the Contract Execution Date to the Completion Date equivalent. Coverage will be witten on an oceu rrence basis public liability and property damage insurance with an insurance and include: company(ies) or through sources a • Premises and Operations (including icable General approved by the State Insurance Aggregate to apply per protect if applipblel Commissioner pursuant to RCW 48 The Contractor shall not begin work under the Contract until • Explosion, Collapse and Underground Hazards • Products/Co, the required insurance has been obtained and approved by the mpleted Operahots Contracting Agency. .insurance shall provide coverage to the • Contractual Liability (mcluding Ame�nda. Contractor, all subcontractors Contracti A and the Endo Mt CG 0043 or ivalent which includes Contracting Agency's consultant The coverage shall protect defense coverage assumed under contract) �ainst claims for bodily injuries personal injuries including • Broad Form Property Damage accidental death, as well as claims for property damages which •-Personal Contractors may arise from any act or omission of the Contractor or the • Personal/AdvFrtising Injury subcontractor, or by anyone directly or indirectly employed by • Stop Gap Liability etcher of them. (2) Automobile Ljability including all If warranted work is required the Contractor shall provide the • O'er Vehicles City proof that insurance coverage and limits established under the • Non-Owned Vehicles ' Hired Vehicles term of the Contract for work are in full force and effect during the period of warranty work. ) Workers Compensation • Statutory Benefits (Coverage A) - Show Washington The Contracting Agency may request a copy of the actual declaration pages(s)for each insurance policy effecting coverages) Labor&Industries Number rogarrt d on the contract prior to the date work commences Failure (4) Umbrella Liabiljty(when necessary) I of the Contractor to fully comply during the term of the Contract • °f Commercial General Liability and with the requirements described hewn will be considered a material Automobile Liability. Coverage should be as broad as primary. breach of contract and shall be for immediate termination of pur the Contract at the option of the Contracting Agency, (� Professional Lrabtirty - (whenever the work under this Contras rrtcludes Professional Ljability, (i a architectural SECTION I-07.18(2)IS REPLACED WITH THE FDIL,O%7ING: engineering, advertising or computer Trogmmming) the _1-07.18(2) Coverages(RC) CONTRACTOR shall maintain professional liability As of the response to this proposal the Contractor shall covering wrongful acts errors and/or omissions of the submit a completed a I of Renton Insurance Wormation form CONTRACTOR for damage sustained by reason of or in which details specific coverage and limits for this contract the course of operations under this Contract -- All coverage provided by the Contractor shall be in a form (6) The Contracting Agency reserves the right to request and/or and underwritten by a company acceptable to the Contracting require additional coverages as may be appropriate based on Agency. The City requires that all insurers: work perfortned(Le. pollution liability) I) Be licensed to do business within the State of Washingtom CONTRACTOR shall Name CITY OF RENTON and its 2) Coverage to be on an 'occurrence' basis (professional officers,-officials, agents employees and volunteers as Additional Liability and Pollution coverage are acceptable when hmured (ISO Form CG 2010-or equivalent) The CONTRACTOR written on a claims-made basis) The City may also require.: .shall provide CITY OF RENTON Certjficates of Insurance,prior Proof of professional liability coverage be provided for up to comnencetnent of work The City reserves the right to rectuest to two(2)years after the completion of the project. copies of insurance policies if at their sole discretion it is deemed 3) The City may request a copy of the actual declaration appropriate. Further, all policies of insurance described above page(s) for each insurance policy affecting coverage(s) shall: 4) Prequired by the Contract prior to the date work commences. 1) Be on a primary basis not-contributory with any other ossess a mmimum A.M. Best rating of AVII(A rating of insurance coverage and/or self-insurance carried by CITY 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 Subro gation Clause exception. The City reserves the right to approve the security of the 3) Severability of Iritetrst Clause(Cross Liability) insurance coverage provided by the insurance companyCies) terms 4) Policy may rrgt be non-renewed canceled or materially conditions and the Certificate of Insurance. Failure of the changed or altered unless forty-five (45) days prior written Contractor to fully comply during the term of the contract with notice is provided to CITY OF RENTON Notification these requirements will be considered a material breach of contract shall be provided to CITY OF RENTON by certified mail 1=" Page-SP-10 Revision Date:May 19, 1997 �. 1-07 Legal Relations and Responsibilities to the Public 1-07 Legal Relations and Responsibilities to the Public REPLACE SUPPLEMENTAL SPECIFICATION SECTION I- no obligation or liability of any kind upon the 07.18(3) 'LIMITS'WITH THE FOLLOWING: company, its agents or representatives'. 1-07.18(3) Limits (RC) c. Amend the cancellation clause to state: 'Poll ma LIIOM REQUIRED not be non-renewed,canceled or materially changed or Providing coverage in these stated amounts shall not be altered unless 45 days prior written notice js provided construed to relieve the contractor from liability in excess of to the City'. Notification shall be provided to the City such limits. The CONTRACTOR shall carry the following by certified mail. limits of liability as required below: For Professional Liability coverage only, instead of the Commercial General Liability cancellation language specified above, the City will accept a �tC1t fin ` $2.000,000" written agreement that the consultant's broker will provide the ProducWCompleted Operations $2,000,000!� regred notification. Aggregate m Each Occurrence Urnit $1,000,000 SECTION_1-07.20 IS REVISED AS FOLLOWS. Persona UAdvertising Iniury $1,000,000 Fire Damage(Any One Fire) $50,000 1-07.20 Patented Devices,Materials, and Processes Medical Payments(Any One Person) $5.000 (APWA) Stop Gap Liability $1.000,000 General Aggregate to apply per proiea The Contractor shall assume all costs arising from the use of (ISO Form CG2503 or equivalent) patented devices, materials,or processes used on or incorporated in **Amount may vary based on proiect risk the work, and agrees to indemnify, defend, and save harmless Automobile Liability The Contratxirig Agency, and their Bodily Injury/Property Damage $1,000,000 duly authorized agents and employees from all actions of any (Each Accident) nature for. or on account of the use of any patented devices. Workers'Compensation materials.or processes. Statutory Benefits-Coverage A Variable (Show Washington Labor and Industries Number) SECTION 1-07.22 IS SUPPLEMENTED BY TEE FOLLOWING: Umbrella Liability 1-07.22 Use of Explosives(APWA) Each Occurrence Limit $1,000,000 General Aggregate Link $1,000,000 Explosives shall not be used without specific authority of the 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, toles and Each Occurrence/Incident/Claim $1,000,000 regulations that may$2,000, tt to apply.The individual in charge of the blasting 0pp shall have a current Washington State Blaster Users License. The City may require the CONTRACTOR to keep The Contractor shall obtain, comply with, and pay for such professional liability coverage in.effect for up to two(2)years after permits and costs as are necessary in conjunction with blasting completion of the project. operations. The Contractor shall promptly advise the CITY OF REN'TON When the use of explosives is necessary for the prosecution of in writing in the event any general aggregate or other aggregate the Work, the Contractor's insurance shall contain a special clause limits are reduced. At their own expense, the CONTRACTOR permitting the blasting• 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 CITY OF RENTON a new Certificate of Insurance showing such SECTION 1-07.23(1) IS SUPPLEMENTED BY ADDING THE coverage is in force. FOLLOWING PARAGRAPH SECTION 1-07.18(4)IS REPLACED WITII TEE FOLLOWING 1-07.23(1) Construction Under Tr'affic_tQ SUPPLEMENTAL SPECIFICATION 'EVIDENCE OF Ile contractor shall be responsible for controlling dust and INSURANCE': mud within the project limits and on any street which is Within 20 days of award of the contract the CONTRACTOR utilized by his equipment for the duration of the protect. shall provide evidence of insurance by submitting to the., t'The contractor shall be prepared to use-"eying trucks. CONTRACTING AGENCY the following: power sweepers and other pieces of equipment as deemed 1) City of Renton Insurance Information Form (attached necessary by the engineer to avoid creating a nuisance. - heroin)without modification. Dust and mud control shall be considered as incidental to 2) Certificate of Insurance (Accord Form 25s or equivalent) the project and no compensation will be made for this conforming to items as specified in Sections 1-07.18(1). 1- section. 07.18(2), and 1-07.18(3). as revised above. Other requirements are as follows: Complaints of dust mud or unsafe practices and/or a. Strike the following or similar wording: 'This property damage to private Ownership will be transmitted_ to the contractor and prompt action in correcting them will Certificate is issued as a matter of information only be requir4d by the contractor. and confers no rights upon the Certificate Holder"; b. Strike the wording regarding cancellation notification to the City: 'Failure to mail such notice shall impose t- Page-SP-11 Revision Date:May I9, 1997 1-08 Prosecution and Progress 1-08 Prosecution and Progress SECTION 1-07.24 IS DELETED AND R FOLLOWING: EPLACED BY THE SECTION 1-07.26 (APWA) IS REVISED BY CrANGING ALL REFERENCES TO `COMMISSION TAE SECRET • 1•-07.24hts of Way (APWA) "STATE"TO READ "CONTRACTING AGENCY " ARY OR Street right of way lines limits of easements and limits of SECTION 1-07.27 (APWA) IS REVISED By CgANGING construction permits are indicated on the Drawings The READ REFERENCES TO "STATE" OR "SECRETARY- TO Contractors construction activities shall be confined within these �`� "CONTRACTING AGENCY," _limits, unless arrangements for use of private property are made Generally, the Contracting Agency will have obtained prior 1-08 Prosecution and Progress to Bid openinp, all rights lf—way of-way and easements both trmanent and temporary, necessary for carrying out the completion of the SECTION 1-08.1 IS DELETED AND REP Work. Exceptions to this are noted in the Contract Documents or FOLLOWING: LACED BY T&E brought to the Contractors attention by a duly issued Addendum Whenever_any of the Work is accomplished on or through 1-08.1 Preliminary Matters (APWA) P roperty other than public right of way, the Contractor shall meet And fulfill all covenants and stipulations of any easement agreement obtained by the Contracting Agency from the owner of the private 1-08.1(1) Preconstraction Conference("WA) Property. Copies of the easemem agreements are included in the The Engmeec will furnish the Contractor with up to 10 copies Contract Provisions or made available to the Contractor tie soon he of the Contract Documents. Additional documents ma ire furnished upon request at the cost of reproduction prior to practical after they have been obtained by the Enginar undertaking each part of the Work the Contractor shall carefully Whenever easements or rights of entry have not been acquired study and compare the Contract Documents and check and verify prior to advertising these areas are so noted on the Drawings. The Pertinent figures therein and ail Contractor shall not proceed with any portion of the Work in areas measurements. The Contractor shall nom tl applicable field where right of way, easements or rights of entry have not been rt in writin to acquired until the Engineer certifies to the Contractor that the right �� r any conflict error or discrepancy �e Contractor may discover, of way or easement is available or that the right of entry has been received. If the Contactor is dela ed due to acts of omission on the After the Contract has been executed but to the Contactor bcgiming the Work a prtcorutruction conference will Part of the Contracting Agency in obtaining easements rights of be held between the Contractor, the Engineer entry or right of way, the Contractor will be entitled to an interested parties as may be invited '17m �� other extension of time. The Contractor reel that such delay shall not Purpose of the be a breach of contract. Preconstruction conference will be: Each Property owner shall be given 48 hours notice prior to 1. To review the initial progress schedule; entry by the Contractor Thu Includes entry onto easements and 2 To establish a working understanding among the various , Private property where private improvements must be adiusted _ parties associated or affected by the Work' The Contractor shall be 3. To establish and review procedures for progress payment responsible for providing without notifications,approvals submittal$ etc ' eon liabihty to the Contracting Agency arty additional land 4. To establish normal working hours for the Work; and access thereto that the Contractor ly desire for tem construction facilities storage of materials or other Contractor 5. To review safety standards and traffic control and 6. Tod deeds. However, before using any private property whether iscuss such other related items as may be pertinent to adjoining the Work or not the Contractor shall file with the Work. The Contractor shall prepare and submit at the preoonstruciion Engineer a written permission of the private propert y owner, and, meeting the following. _upon vacating the premises a written release from the prolxrty owner of each property disttrrbed or otherwise interfered with b 1• A breakdown of all lump sum itetns• �Y 2. A preliminary schedule of working drawing submittals*and reasons of construction pursued under this contact The statement shall be signed by the private property owner, or proper authority 3 A list of meccas(sources for approval if applicable actin for the owner of the private property affected stating that 41 A Protect Schodule Permission has been granted to use the property and all necessary 1-08.1(2) Subeotttraetfng (APWA) rnits have been obtained or in the case of a release that the Work done by the Contractor's own organization shall account restoration of the property has been satisfactorily accomplished for at least 30 percent of the Awarded Contract Price Wore The Statement shall include the parcel number, address and date of computing this percentage however, The Contractor may subtract si riature. Written releases must be filed with the Engineer before (from the Awarded Contract Price) the costs of atri s iibcontratxM 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 En gin= provides If the Eng meer requests the Contractor shall provide proof that the subcontractor has the experience, ability and equipment the work requires.Each subcontract if contain a provision which requires the subcontractor to comply with Section 1-07.9 and to furnish Al certificates, submittals and statements required by the Contract Documents. Along with the request to sublet the Contractor shall submit the names of any contracting firms the subcontractor proposes to Page-SP-12 Revision Date:May 19, 1997 1-08 Prosecution and Progress 1-08 Prosecution and Progress use as lower tier subcontractors. Collectively, these lower tier Permission to work between the hours of 10:00 p.m and 7.00 subcontractors shall not do work that exceeds 25 percent of the a.m. during weekdays and between the hours of 10:00 P.M. and total amount subcontracted to a subcontractor. When a 9:00 a.m. on weekends or holidays may also be subject to noise subcontractor is responsible for construction of a specific structure control requirements. Approval to continue work during these or structures, the following work may be performed by lower tier hours may be revoked at any time the Contractor 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 regarding 2. Furnishing and installing concrete reinforcing and post- the noise from the Contractor's operations. The Contractor shall tensioning steel. Except for the 25 percent limit, lower tier have no claim for damages or delays should such permission be subcontractors shall meet the same requirements as revoked for these reasons. subcontractors. Permission to work Saturdays, Sundays, holidays or other The Engineer will approve the request only if satisfied with than the agreed upon normal straight time working hours Monday the proposed subcontractor's prior record, equipment, experience, through Friday may be given subject to certain other conditions set and ability to perform the work.Approval to subcontract shall not: forth by the Contracting Ageutcy or Engineer. These conditions 1. Relieve the Contractor of any responsibility to carry out the may include but are not limited to: requiring th�eer or such contract, assistants as the Engineer may deem necessary to be present during 2. Relieve the Contractor of any obligations or liability under the Work; requiring the Contractor to reimburse the Contracting the contract and the Contractor's bond, Agency for the cost of engineering salaries paid Contracting 3. Create any contract between the Contracting Agency and Agency employees who worked during such times;considering the the subcontractor, or Work performed on Saturdays and holidays as working days with 4. Convey to the subcontractor any rights against the regards to the Contract Time;and considering multiple wort shifts Contracting Agency. as multiple working days with respect to Contract Time even The Contracting Agency will not consider as subcontracting: though the multiple shifts occur in a single 24-boar period. (1) purchase of sand, gravel, crushed stone, crushed slag, batched Assistants may include., but are not limited to, survey crews: concrete aggregates, ready mix concrete, off-site fabricated personnel from the Contracting Agency's material testing tab; structural steel, other off-site fabricated items, and any other inspectors; and other Contracting Agency employees when in the materials supplied by established and recognized commercial opinion of the Engineer,such work necessitates their presence. plants;or(2)delivery of these materials to the work site in vehicles owned or operated by such plants or by recognized independent or 1-08.1(4) Reimbursement for Overtime Work of commercial hauling companies. Contracting Agency Employees(APWA) However, the State LAI may determine that RCW 39.12 Where the Contractor elects to work on a Saturday, Sunday, applies to the employees of such fiats identified in (1) and (2) or other holiday, or longer than an 8-hour work shift on a regular above in accordance with WAC 296-127. If this should occur, the working day, as defined in the Standard Specifications, such work provisions of Section 1-07.9, as modified or supplemented, shall shall be considered as overtime work. On all such overtime work apply. an inspector will be present, and a survey crew may be required at The Contractor shall certify to the actual amounts paid to any the discretion of the Engineer. The Contractor shall reimburse the Disadvantaged Minority, or Women's Business Enterprises firms Contracting Agency for the full amount of the straight time plus that were subcontractors, manufacturers, regular dealers, or overtime costs for employees of the Contracting Agency required service providers on the contract. This certification shall be to work overtime hours. supplied with the Final Application for Payment on the form The Contractor by these Sped cations does hereby authorize provided by the Engineer. the Engineer to deduct such costs from the amount due or to If dissatisfied with any part of the subcontracted work, the become due the Contractor. Engineer may request in writing that the subcontractor be removed. SEC77ON 1-08.41S.DELETED AND REPLACED BY THE The Contractor shall comply with this request at once and shall not employ the subcontractor for any further work under the contract. FOLLOWING: 1-08.1 Hours of Work(APWA) 1-08.4 Notice to Proceed and Prosecution of the Work Except in the case of emergency or unless otherwise approved (APWA) by the Contracting Agency, the normal straight time working hours Notice to Proceed will be given after the contract has been for the contract shall be any consecutive 8-hour period between;= executed and the contract bond and evidence of insurances have 7:00 a.m.and 6:00 p.m. of a working day with a maximum 1-hour been approved and filed by the Owner The Contractor shall not lunch break and a 5-day work week. The normal straight time 8- commence the Work until the Notice to Proceed has been given by hour working period for the contract shall be established at the the Engineer. The Contractor shall commence construction preconstruction conference or prior to the Contractor commencing activities on the Proiect Site within ten days of the Notice to the Work. Proceed Date The Work thereafter shall be prosecuted diltg�Y. If a Contractor desires to perform work on holidays, vigorously and without unauthorized interruption until physical 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 shutdowns or day, the Contractor shall apply in writing to the Engineer for slowing of operations by the Contractor without prior approval of permission to work such times. Permission to work longer than an the Engineer. Such approval shall not relieve the Contractor from 8-hour period between 7:00 a.m. and 6:00 p.m. is not required. the Contractual ,obligation to complete the work within the 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 requesting permission to work. t- Page-SP-13 Revision Date:May 19, 1997 1-09 Measurement and Payment 1-09 Measurement and payment SECTION 1-08_S IS DELETED AND REPLACED WITH THE FOLLOWING: SECTION I-08.9 is REVISED PER SECTION 1-05.11. 1-08.5 Time For Completion (Contract Time) (APWA, 1-08.10 Termination of Contract (APWA) RC) SEal!N -o I I1 IS Sl PLEMENT ED By The Work shall be physically completed in its entirety within REFERENCES TO `STATE TREASURE DE��SING ALL the time specified in the Contract Documents or as extended b the TRANSPORTATION" IN TgE u ARTME OF Engin -r. The Contract Time will be stated in "working days" PARAGRAPH S TO READ `CONTRACTING AGENCy�'ENCE shall begin m the Notate To Proceed Date and shall end on the SECTION 1-08.11 IS A NEW SECTION. Contract Completion Date ' A nonworkingp day is defined as a Saturday, a Sunday, a day 1-08.11 Contractor's Plant and E.nuip ment(RC) on which the contract specifically suspends work, or one of these ) holidays: January 1, The contractor alone shall at all times be rcsPMLible for the emorial Day, July 4, Labor Day, adequacy, efficiency,and sufficiency of his and his subennr.nr. ' November 11. Thanksgiving Day, the day after Thanksgiving, and Plant and equipment. The Owner shall have then t to make use Christmas Day. When The day before Christmas shall be a of the contractors lint and equipment in the rfoimanee of an holiday when Christmas Day oaths on a Tuesday or Friday The work on the site of the work. day afar Christmas shall be a holiday when Christmas Day occurs The use by the Owner of such plant and u' eu element shall be on a Monday Wednesday or Thursday When Christmas Day considered as extra work and paid for accordingly, occurs on a Saturday, the two precedin g working days shall be Neither the Owner nor the en ineer assume an nsibili Observed as holidays:. When Christmas day occurs on a Sunday at any time for the security of the site from the time Contractors the two working days following shall be observed as holida operations have commenced until final acceptance of the work by When holidays other than Christmas fa11 on a Saturday the engineer and the Owner. The contractor shall rainy such recedan Friday will be courited as anon-working day and when measures as additronal fencan barricades and watchmen service they fall on a Sunday the following Monday will be counted as a he deems necessa for the ublic safety and for the rotecxion non-woriang day. The Contract Time has been established to allow of the site and his plant and equ nent. The Owner will be for of normal inclement weather which from historical Provided keys for all fenced secured areas records, is to be expected during the Con Time and during 1-08.12 Attention to Work (RC) which _Periods work as anticipated tra«to be performed Each siiocessive working day beginning with the Notice to Proceed Date The contractor shall give his personal attention to and shall and ending wide the Physical Completion Date shall be chi ed to supervise the work to the end that it shall be prosecuted faithfully the Contract Time as it occurs ex Mt a day or part of a jj!y which and when he is not personally present on the wodk s"ate hie shill at is designated a nonworking day or an Fnginar determined all times be represented by a competent superintendet who shall i unworkable day, have full authority to execute the same and to supply materials The Engineer will furnish the Contractor a weekly ort tools and labor without deli and who shall be the legal showing (1) the number of working days charged a last the rep raetttative of the contractor. The contractor shall be liable for Contract Time for the preceding week; CL) the Contract Time in the faithful °b of any instructions delivered to him or to working days (3) the number of working days has autho remaining in the rized ttPresentative, Contract Tame (4) the number of nonworking days and (5) any Partial or whole days the Engineer declared unworkable the 1-09 Measurement and Payment week. This weekly report will be corrtilated with the Corurac t s current reproved progress schedule If the Contractor SECTION 1-09.1 IS SVPPLEA1EN7ED BY ADDING THE elects to work 10 hours a day and 4 days a week a 4-10 sdiedule and the fifth day of the weds in which a 4-10 shift is worked would FOLLOWING. - ordinarily be charged as a working day then the fifth day of that 1-09.1 Measurement of Quantities (RC) week will be char e8.as a working day whether or not the Contractor works on that day When items are specified to be paid for by ton it will be the The Contractor will be allowed 10 calendar da from the date Contractors responsibility to see that a certified weight ticket is , of each report in which to file a written protest of an alleged Zirven to the Inspector on the project at the time of delivery of discrepancy m the Contract Time as reported Otherwise the materials for each-truckload delivered Pay quantities will be report well be deemed to have been accepted by the Contractor as Prepared on the basis of said tally tickets delivered to the Inspector correct. at the time of delivery of materials Tickets not receipt b the , The requirements for scheduling the Final Inspection and Inspector will not be honored for payment. establishing the Substantial Completion physical Completion and Where items are specified to be paid by the ton the following _Completion Dates are specified in Sections 1-05 11 and 1-05 12 system will be used: ' Each truck shall be clearly numbered to the satisfaction of the Engineer and there shall be no duplication of numbers Duplicate tickets shall be prepared to accompany each truckload of aiateria! delivered to the project The tickets shall bear at least the following information: 1. Truck Number> 2. Thick tare weight(stamped at source) 3. Gross truck load weight in tons(stamped at source) ' 4. Net load weight(stamped at source) 5. D river-s name and date Page-SP-14 Revision Date.May 19, 1997 1-09 Measurement and Payment 1-09 Measurement and Payment 6. Location for delivery_, LABORATORY" TO READ "CONTRACTING AGENCY'S 7. Pay item number. MATERIAL LABORATORY." 8. Contract number and/or name. SECTION 1-09.9 IS DELETED AND REPLACED BY THE The Contractor shall submit a breakdown of costs for each lump sum Bid Item. The breakdown shall list the items included in FOLLOWING: the lump sum together with a unit price of labor, materials and 1-09.9 Payments (APWA) equipment for each item. The summation of the detailed unit prices for each item shall add up to the lump sum Bid. The unit price values may be used as a guideline for determining progress 1-09.9(1) Progress Payments (APWA) payments or deductions or additions in payment for ordered work Progress payments for completed work and material on hand changes. The detailed cost breakdown of each lump sum item shall will be based upon progress estimates prepared by the Engineer A be submitted to the Engineer prior to the Preconstruction progress estimate cutoff date will be established at the Conference. preconstruction meeting. Within 3 days after the progress estimate cutoff date (but not SECTION I-09.2 (APWA)IS SUPPLEMENTED BY REVISING more often than once a month) the Contractor shall submit to the AIL 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 I-09.3 IS SUPPLEMENTED BY ADDING THE progress estimate cutoff date. The Application for Payment shall be FOLLOWING. accompanied by documentation supporting the Contractor's Application for Payment. 1-09.3 Scope of Payment (APWA, RC) If payment is requested for materials and equipment not incorporated in the work, but delivered and stored at approved sites Unless modified otherwise in the Contract Provisions, the Bid pursuant to the Contract Documents, the Application for Payment Items listed or referenced in the "Payment" clause of each Section shall be accompanied by a bill of sale, invoice, or other of the Standard Specifications, will be the only items for which documentation warranting that the Contractor has received the compensation will be trade for the Work described in or specified materials and equipment and evidence that the materials and in that particular Section when the Contractor performs the equipment are covered by appropriate insmranee or outer specified Work Should a Bid Item be listed in a"Payment"clause arrangements to protect the Engineer's interests therein, but not in the Proposal Form, and Work for that item is performed The initial progress estimate will be made not later than 30 by the Contractor and the work is not stated as included in or days after the Contractor commences the Work, and successive incidental to a pay item in the contract and is not work that would progress estimates will be made every month thertafter until the be required to complete the intent of the Contract per Section 1- Completion Date. Progress estimates trade during progress of the 04.1 then payment for that Work will be made as for Extra Work Work are tentative and made only for the purpose of determining pursuant to a Change Order. progress payment. The progress estimates are subject to change at The words"Bid Item," "Contract Item,"and"Pay Item,"and any time prior to the calculation of the Final Payment per similar terms used throughout the Contract Documents are Section 1-09.9(4). synonymous. The value of the progress estimate will be the sum of the If the "payment" clause in the Specifications relating to any following: unit Bid Item price in the Proposal Form requires that said unit Bid 1 Unit Price Items in the Bid Form — the approximate Item price cover and be considered compensation for certain work quantity of acceptable units of Work completed multiplied by the or material essential to the item then the work or material will not Unit Price. be measured or paid for under any other Unit Bid Item which may 2 lzmp Sum Items in the Bid Form — the estimated appear elsewhere in the Proposal Form or Specifications. percentage complete multiplied by the Bid Forms amount for each Pluralized unit Bid Items appearing in these Specifications are imp Sum Item. changed to singular form. 3 Materials on Hand — 90 percent of invoiced cost of Payment for Bid Items listed or referenced in the "Payment" material delivered to Job she or other storage area approved by the clause of any particular Section of the Specifications shall be Engineer considered as including all of the Work required, specified, or 4 Change Orders — entitlement for approved extra cost or described in that particular Section. Payment items will generally completed extra work as determined by the Engineer. be listed generically, in the Specifications, and specifically in the Proms payments will be made in accordance w_ ith the bid form. When items are to be-'furnished" under one payment progress estimate less: item and "installed" under another payment item, such items shall 1 Five(5)percent for retained percentage, be furnished FOB proiect site, or, if specified in the Special 2 The amount of Progress Payments previously made. Provisions delivered to a designated site. Materials to be 3 Funds withheld by the Contracting Agency for "furnished," or "furnished and installed" tinder these conditions, disbursement in accordance with the Contract Documents- shall be the responsibility of the Contractor with regard to storage Progress payments for work performed shall not be evidence until such items are incorporated into the Work or, if such items of acceptable performance or an admission by the Contracts are not to be incorporated into the work,delivered to the applicable Agency that any work has been satisfactorily completed. Contracting Agency storage site when provided for in the Payments will be made by warrants issued by the Contracting Specifications. Payment for material "furnished," but not yet Agency's fiscal offxxr, against the appropriate fund source forth, incorporated into the Work may be made on monthly estimates to project Payments received on account of work performer! by a the extent allowed. subcontractor are subject to the provisions of RCW 39.04.250. SECTION I-09.8 (APWA)IS SUPPLEMENTED BY REVISING ALL REFERENCES TO "HEADQUARTERS' MATERIAL Page-SP-15 Revision Date:May 19, 1997 1-09 Measurement and Payment ' 1-09 Measurement and Payment 1-09.9(2) Retainage(APWA,RQ 1-09.9(3) Contracting At=encv's Right to W1thi,,.Iu Pursuant to RCW 60.28 there will be retained from monies and Disburse Certain Amounts APWA earned by the Contractor on progress estimates a sum not to exceed ) �rcent of the monies earned by the Contractor. Such retainage In addition to monies retained to RCW 60.28 and shall be used as a trust fund for the protection and payment (1)to sub•ect to RCW 39.04.250 RCW 39.12 and RCW 39.76 the the State with respect to taxes imposed pursuant to Title 82 RCW Contractor authorizes the En ineer to withhold r due or deduct an amount from a ment or a eats ' which may be due from such Contractor,and(2) the claims of any Contractor which in the Engineer's opinion ma a due the person arising under the Contract to Monies reserved under provisions of RCW 60 28 shall at the cover the Contractin A 's costs for or to retried the following situations: ' option of the Contractor be: 1. Damage to another contractor when there is evidence 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 n2id fees or char es to bearing account in a bank mutual savings bank or savings and loan association (interest on monies so retained may be paid to the public authorities or municipalities which the Conbliated to pay. tra ctor is ' _Contractor). obligated 3. Placed in escrow with a bank or trust company by the 3• Utilizing material, tested and inspected by the Engineer Contracting Agency. When the monies reserved are to be placed in for purposes not connected with the Work(Section 1-05 6) escrow the Contracting Agency will issue a check r Dresentin the 5. Landscape carnage assessments per Section 107 16 sum of the monies reserved payable to the bank or trust company 5. For overtime work performed by City personnel per and the Contractor rointly. Such check shall be converted into Section 1-08.1(4). bonds and securities chosen by the Contractor and approved by the 6. Anticipated or actual failure of the Contractor to Contracting Agency-and the bonds and securities held in escrow complete the Work on time: I Interest on the bonds=and securities may be paid to the Contractor a Per Section 1-08.9 Liquidated Damage or as the interest accrues. b. Lade of construction progress based upon the Eagineer,s review of the Contractors approved pro gress schedule which The Contractor shall designate the option desired eri—the indicates the Work will not be completed within the Cornrart'ly ' 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 suspensions of the Work The amount withheld Under this " contract. The Contractor in choosing option (2) or (3) agrees to subparagraph will be based upon the liquidated dama amount , assume full responsibility to pay all costs which may accrue from per day set forth in Cotiiract Documents multiplied by the number escrow services brokerage cha_roes or both and futtMr agrees to of days the Contractor's approved progress schedule in the opinion assume all risks m eonnecuon with flit investment of due raained percentages in securities. The Contracting Agency may also at its of mile Engineer, indicates the Contract may exceed the Contract ' 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 Release of retained percentage will be made 60 days following limited to: , the Completion Date (pursuant to RCW 39 12 RCW 39 76 and RCW 60. a. Failure of the Contractor to provide the Engineer with a 28)provided the following conditions are met: field office when required by the Contract Provisions 1. On contracts totaling more than$20.000.00, a release has b. Failure of the Contractor to protect survey stakes been obtained from the Washington State Department of Revenue markers etc., or to provide a ' (RCW 60.28.051). deauate survey work as required by 2. No claims, as provided by law have been filed against Section 1-05.5. the reudned yci�certage c. Failure of the Contractor to correct defective or 3. Affidavit of Wages Paid is on file with the Contracting unauthorized. Fah work f the 1-05 8) ' Agency for the Contractor and all Subcontractors regardless of tier d• Failure of the Contactor to furnish a Manufacture's (RCW 39.12.040). Certificate of CompliAnce in lieu of material testing and inspection In the event claims are filed the Contractor will be paid such as required by Section 1-06.3e. retained percentage I= an amount sufficient to pay any such e. Failure to submit w un payrolls Intern to Pax , Prevailing Wage forms or correct underpayment to employees of claims together with a sum determined by the Contracting Agency the Contractor or subcontractor of anv tier as required by Section sufrwjm to pay the cost of foreclosing on claims and to cover 107.9. attorney's fees. L Failure of the Contractor to pay worker's benefits (Title Retainage will not be reduced for any reason below the 50 and Title 51 RCW)as required by Section 1-07 10 ' minimum limit provided by law. g. Failure of the Contractor to submit and obtain approval Pursuant to Section 107.10, 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 for the Contracting Agency to obtain it release from that Contractor disbursing such funds as have been withheld pursuant to department with respect to the payments of industrial insurance this section to a party or parties who are entitled to payment. medical aid premiums. The Contracting Agency will ensure the Disbursement of such funds if the Engineer elects to do so will be Washington State Employment Security Department and any made only after giving the Contractor 15 calendar days prior applicable Contracting Agency, department or organization are written notice of the Contracting Agency's intent to do so and if notified of Contract completion in order to obtain releases from those departments or agency organizations prior to the expiration of the 15-calendar day period 1. no legal action has commenced to resolve the validity of ' _the claims.and 2. the Contractor has ro nrotest A such disbursement. Page-SP-16 Revision Date:May 19, 1997 1-09 Measurement and Payment - 1-09 Measurement and Payment A proper accounting of all funds disbursed on behalf of the of the responsibility to comply with all laws, ordinances and Contractor in accordance with this section will be made. A regulations — Federal, State, or local — that affect the contract payment made pursuant to this section shall be considered as The date the Contracting Agency unilaterally siens the Final payment made under the terms and conditions of the Contract. The Progress Estimate constitutes the final acceptance date (Section I- Contracting Agency shall not be liable to the Contractor for such 05.12). payment made in good faith. If legal action is instituted to determine the validity of the 1-09.11 Disputes and Claims claims prior to expiration of the 15-day period mentioned above, the Engineer will hold the funds until determination of the action or SECTION 1-09.11(2)IS REVISED AS FOLLOWS. written settlement agreement of the parties. 1-09.11(2) Claims (APWA) 1-09.9(4) Final Payment(APWA) Failure to submit with the Final Application forLEPayment Final Upon Acceptance of the Work by the Contracting Agency the uch information and details as 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: 1. to the Contracting Agency of all claims and all liabilities of the Contractor, other than claims in stated amounts as may be 1-09.11(3) Time Limitations and Jurisdiction specifically excepted in writing by the Contractor; (APWA) 2, for all things done or furnished in connection with the 'Phis contract shall be construed and interpreted in accordance Work; with the laws of the State of Washington.The venue of any claims 3. for every act and neglect by the Contracting Agency; and or causes of actions arising from this contract shall be in the 4. for all other claims and liability relating to or arising out Superior Court of the county where the work is performed. of the Work. For convenience of the parties to this contract, it is mutually A payment (monthly, final, retainage, or otherwise) shall not agreed that any claims or causes of action which the contractor has release the Contractor or the Contractor's Surety from any against the Contracting Agency arising from this contract shall be obligation required under the terms of the Contract Documents or brought within 180 days from the date of Final Acceptarce of the 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 upon agree that the Contractor's failure to bring suit within the time findings of tan�ompliance with the WMBE requirements of the period provided shall be a complete bar to any such claims or Contract; nor shall such payment preclude the Contracting Agency causes of action. from recovering damages,setting penalties, or obtaining such other It is further mutually agreed by the parties that when any remedies may be permitted c law. claims or causes of action which a Contractor asserts against the Before the Work will be accepted by the Contracting Agency, Contracting Agency arising from this contract are filed with,the the Contractor shall submit an affidavit, on the form provided by Contracting permit or initiated in court, the Contractor shall the Engineer, amounts .paid to certified disadvantaged (D13), permit the Contracting Agency to have timelXaccess to any records minority (MBE) or women business enterprises (WBE) deemed necessary by the Contracting Agency to assist in evaluating Participating in the Work. Such affidavit shall certify the amounts the claims ce actions. 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 certifying that the Contractor has not extaided any loans, gratuity SECTION 1-09.13(2) (RC) IS SUPPLBMENTBD BY or gift and money pursuant to Section 1-07.19 of these REPLACING ALL REFERENCES TO "THURSTUN COUNTY' Specifications. WITH THE WORDS "KING COUNTY." If the Contractor fails, refuses, or is unable to sign and return the Final Progress Estimate or any other documents.required for SECTION 1-09.13(3)IS SUPPLEMENTED BY ADDING: the final acceptance of the contract, the Contracting Agency reserves the right to establish a completion date and unilaterally 1-09.13(3) Procedures to Pursue Arbitration ratlon (R accept the contract. Unilateral acceptance will occur only afar the,.. The findings and decision of the board of arbitrators shall be Contractor has been provided the opportunity, by written request final and binding on the parties unless the aggrieved party. within from the Engineer, to voluntarily submit such documents. If 10 days challenges the findings and decision by serving and films voluntary compliance is not achieved, formal notification of the a petition for review by the superior court of King County, impending unilateral acceptance will be provided by certified letter Washington The grounds for the petition for review are limned to from the Engineer to the Contractor which will provide 30 calendar showing that the findings and decision: days for the Contractor to submit the necessary documents. The 1• Are not responsive to the questions submitted; 30-calendar day deadline shall begin on the date of the postmark of 2 Is contrary to the terms of the contract or any component the certified letter from the Engineer requesting the necessary thereof' documents. This reservation by the Contracting Agency to 3 Is arbitrary and/or is not based upon the applicablo facts unilaterally accept the contract will apply to contracts that are and the law controlling the issues submitted to arbitration. The compacted in accordance with Section 1-08.5 or for contracts that board of arbitrators shall support its decision by setting forth in are terminated in accordance with Section 1-08.10. Unilateral Ming their findings and conclusions based on the evidence acceptance of the contract by the Contracting Agency does not in adduced at any such hearing. any way relieve the Contractor of the provisions under contract or t- Page-SP-17 Revision Date:May 19, 1997 I-10 Temporary Traffic Control The arbitration shall be conducted in accordance 1-10 Temporary Trnlfic Control with the statutes of the State of Washin on and If the ineer uires the Contractor to famish court decisions overnin channelizin devices pieces of i inert or services additional Such procedure. ces whi The costs of such arbitration shall be borne uall b the City not be usual) antici aced b a ch could maintenance and protect on of traffic then to newra«or for the and the contractor unless it is the board's majority opinion that the ma be established to a for such items, Further contractor's film of the rotes[or action is capricious or without rturt or items reasonable foundation. in the latter case all costs shall be borne consideration of amen[ for these items are limitations for that the are not by the contractor covered b other a items in the bid ro sal the •fled in the S Provisions as incidental are not accumulative cost for the use of each individual rho 1-10 Temporary Traffic Control channelizin device piece of ui men[ or service must exceed cost for the duration of their nerd. Ind m total SECTION 1-10.1 IS SUPPLEMENTED BY ADDING THE Engineer will determine what is usual) antici at of di fifes FOLLOWING: contractor. The cost for these items will be b a a rudest 1-10.I General established b the ineer or b-force account. Additional items When the bid proposal includes an item for 'Traffic Control " controls Ian s result of the Contractor's modification to the work r aired for this item shall be all items described in provisions in this paragraph flee traffic in in the contract shall not be covered b the 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 b more than 25 construction si ring and other rcetit an itable ad tnstntter>t will be 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. device and the Special Provisions specify furnishing , maintaining and payment in a different manner for that SECTION I-10.2(1) TRAFFIC CONTROL SUPERVISOR IS device; REVISED AS FOLLOWS 2. Furnishing traffic control labor euuMment and supervisory 1-10.2(1) Traffic Control Supervisor Q (SA) Personnel for all traflic control labor• 3. Furnishing any necessary vehicles) to set up and remove -UPORAseFr=—Tthe Contractor shall designate the Class ]3 consWcUon si and other traffic control individuals to an individual or , devicxs; perform the Traffic Control Supervisor's(TCS)duties for the project. The TCS shall be certified ,=a worksite traffic 4. Furnishing labor and vehicles for atrollin and maintaininiz control slip in position all of the construction signs and the traffic hall ,not control devices unless a stem is m the bid ro sal to The TCS shall assure that ' sSPccifically pay for this work and i all the duties of the TCS are performed during the duration S. Furnishing labor, material and of th_ a contract. ec* ipment necemry for 7. Ensuring that corrections are made if traffic control , cleaning up. removing and rTlacurg of tlto construction devices arc not functionin as signs and the traffic control devices destro ed or damaged make minor revisions to the traffic control p into during the Irfe of the protect accommodate site conditions as long s the on 6. Removing existing signs as specified or a directed by the g intent of the traffic control plan is maintained and the revision engineer and delivering to the City Shoos or storm¢and re is in conformance uutall M as directed by the Engineer, with established standards. 7�rP taring a traffic control plan for the protect and Vchicle-f aT r designating the person responsible for traffic control at the Fagginted work site. The traffic control an shall include descriptions of the traffic control methods and devices to be I'ditf f409 i used the prime contractor and subcontractors shall be --- e by the TCS is mandatory. .Possession of a current flagging card I submitted at or before the rtcotst action conference and shall be subject to review and approval of the Engineer. SECTION I-10.2(2)IS SUPPLEMENTED AS FOLLOWS: 8. Contacting Dolice, fire 911 and ambulance services to 1-10.2(2) TralTie Centro!Plans ' »ou them in advance of arty work that will affect and The Contractor shall be traveled portion of a roadway responsible for assuring that traffic control is installed and maintained in conformance to established 9. Assuring that all traveled portions of roadways are open to standards. The Contractor shall continuous) evaluate the ' traffic during peak traffic periods 6 30 a m to 8 30 a m o moon of the traffic control plan and take prompt action to and 3.00 p.m. to 6:00 p.m or as specified in the special correct any problems that become evident during operation �rovnsiors, or as dnrectod by the Engineer SECTION 1-I0.3(3)HAS BEE1V REVISED AS FOLLOWS; ' 10. Promptly removing or covering all eeenonapplicable signs 1-10.3( )during periods when Co n etfon signs All signs required by the approved traffic control plans) as If no bid item 'Traffic Control' appears in the proposal then well as any other appropriate signs prescribed by the Engineer, or all work re aired by these sections will considered incidental and required to conform with established standards will be furnished ' their cost shall be included ni the other items of work. by the-Gorr44ciM� Contractor. Page-SP-18 ' Revision Date:May 19, 1997 1-11 Renton Surveying Standards 1-11 Renton Surveying Standards No separate pay item will be provided in the bid proposal for The item "Traffic Control" will be considered for an equitable Class A or Class B construction signs. adjustment per Section 1-04.6 only when the total contract price increases or decreases by more than 25 percent. All odwF-costs for the work to " provide Class A or Class B construction signs shall be included in The Lump Sum unit contract price pes-kieu:;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 car(s),pilot car bid proposal. driver(s),and the appropriate pilot car sign(s)for any ene-pilot I car operation. Any necessary flaggers will be paid under the SECTION 1-10.30 IS REVISED AS FOLLOWS: item for traffic control J.1bor 1-10.3(6) One-Way Piloted Traffic Control Through The Lump Sum u"contract price per-k�shall be full Construction Zone pay for all costs for the labor provided for performin g those construction operations described in Section 1-10.3(1) and as authorized by the Engineer. .< +. The Lump Sum unit contract price paaol-area-shall be full pay for all costs for performing the work described in Section 1-103(3) and Section 1-10.3(4). This payment will include all labor, equipment, and vehicles necessary for the initial acquisition, the initial installation of Imak co;l4pol Class A signs, and ultimate return of all Contracting Agency- Contractor-Furnished One-Way Piloted Traffic Control. The furnished signs. Contractor shall furnish the pilot car(s)and drivcr(s) for the pilot car control area. Any necessary flaggers sha11 be furnished by the Contractor " u The Lump Sum wait contract price pc;-day-shall be full pay for all costs involved in furnishing the person(s)assigned as the "Traffic Control Supervisor" DELETE SEC77ON I-10.4 AND REPLACE WITH: All costs for the vehicle(s)required for the Traffic Control Supervisor shall be included in the Lump 1-10.4 Measurement(RC) (SA) Sum wait contract price for"Traffic Control-Supapi4ar." No specific unit of measurement will apply to the lump sum item of"Traffic Control". fQr.providing 4he work Acccabed in Section 1 10 3(Q) Proff"s u Tempom;), Traffic Con SECTION 1-105 IS REVISED AND SUPPLEMENTED AS . „4441i be madc�r fall FOLLOWS: 1-10.5 Payment(RC) ro up,50 percent ofthC-MQUAt bid for.the item will b-paid 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 ikey am-included in the proposal: 'Traffic Control,"lump sum. The lump sum contract price shall be full pay for all costs not " covered by other specific pay items in the bid proposal for The Lump Sum unit-contract price pa;aday-shall be full furnishing installing maintaining and removing traffic control pay for all costs involved in furnishing the vehicle or vehicles devices required by the contract and as directed by the Engineer in for the work described in Section 1-10.3(2)_=iC4P9F"Q*)-Of conformance with accepted standards and in such ti manner as to « maximize safety,and minimize disruption and inconvenience to the i,abor. public.. Progress payment for the lump sum item 'Traffic Control" 1-11 Renton Surveying Standards will be made as follows: a. When the initial warning signs for the beginning of the project and the end of construction signs are installed 1-11.1(1) Responsibility for surveys (RC) and approved by the Engineer, 30 percent of the All surveys and survey reports shall be prepared under the amount bid for the item will be paid. direct supervision of a person registered to practice land surveyu� b Payment for the remaining 70 percent of the amount under the provisions of Chapter 18.43 RCW. All surveys and survey reports shall be prepared in accordance bid for the item will be paid on a prorated basis in µ,ii the requires rents established by the Board of Registration for by progress with the total lob progress as determined Professional Englneers and Land Surveyors under the provisions of by progress payments. Chapter 18.43 RCW. Page-SP-19 Revision Date:May 19, 1997 1-11 Renton Surveying Standards 1-11 Renton Surveying Standards 1-11.1(2) Surrey Datum and Precision (RC) In those cases where an electronic data collector is The horizontal component of all surveys shall have as its co print out in ASCII text format will a an used a hard ccom coordinate base. The North American Datum of 1983/91. field notes. All horizontal control Co- projects must be referenced to or in 1-11.1(5) Corners and Monuments(RC) con'tunction with a minimum of two of the City of Renton's Survey Corner A point on a land bo at the Control Network monuments. The source of the coordinate values more bounds lines. A monument is usually set at such p two or used will be shown on the survey drawing per RCW 58 09 070 physically reference a corner's location on the ground, ints to The horizontal component of all surveys shall meet or exceed the closure requirements of WAC 332-1304)60 The control base Monument AU_Rhysical object or structure of record which lines for all surveys shall meet or exceed the requirements for a marks or accurately references: Class A survey revealed in Table 2 of the Minimum Standard • A corner or other serve point established b or under the Detail Requirements for ALTA/AGSM Land Title Sury s jointly supervision of an individual per section 1-11.1 1 and an established and adopted by ALTA and ACSM in 1992 or comparable classification m future editions of said document The corner or monument established b the General Land Office angular and linear closure and precision ratio of traverses used for and its successor the Bureau of Land Mans ement includin s�control shall be revealed on the face of the survey drawing sectiontthsubdivisioan comers down to and includin one as shall the method of adjustment The horizontal component of the control system for surveys Any permanently monumented boundary right of using global positioning system methodology shall exhibit at least 1 alignment, or horizontal and vertical control points establiLsh d part in 50,000 precision in line length dependent error analysis at a !?X any governmental agency or private surveyor including 95 percent confi dene, level and performed pursuant to Federal street intersections but excluding dependent interior lot Geodetic d in Subcommittee Standards for GPS control surveys corners. ' as defined in Geometric ttic Accuracy Standards & Specifications for Using GPS Relative Positioning Techn%mss dated 1-11.1(6) Control or Base Line Survey (RC) August 1, 1989 or comparable classification in future editions of , said document.. Control or Banc Line Serve shall be established for 1 The vertical component of all surveys shall be based on construction projects that will create permanent structures such as roads, sidewalks brad es, utility lines or aptwrtenarhoes signal or NAVD 1988 the North American Vertical Datum of 1988 and light poles, or any non-single family building Control or Base tied to at least one of the City_of Renton Survey Control Network Line Surveys shall consist of such number of permanent benchmarks. If there are two such benchmarks within 3000 feet of monuments as are the site a tie to both shall be made The ark(s)used required such that every structure may be will be shown on the drawing. If a City of Renton benchmark does observed for staking or 'as-builpng" while occupying one such monument and sighting another such monument A minimum of ' not exist within 3000 feu of a protect one must be set on or near two of these permanent monuments shall be existing monuments t�rolect m a permanent manner that will remhain intact recognized and on record with the City of Renton The Control or throughout the duration of the protect Source of elevations Base Line Survey shall occupy each monument in turn and shall (benchmark) will be shown on the drawing as well as a description satisfy all applicable of any bench marks established requirements of Section 1-11.1 herein The drawing depicting the survey shall be neat legible and 1-11.1(3) Subdivision Information(RC) drawn to an appropriate scale North orientation should be clearly Those surveys dependent on section subdivision shall reveal presented and the scale shown graphically as well as noted The the controlling monuments used and the subdivision of the drawing must be of such quality dial a reduction thereof to one-half applicable quarter section °onginal scale remains legible Those surveys dependent on retrace rent of a plat or short plat If recording of the survey with the King County Recorder is shall reveal the controlling monuments measurri»ents and mired it will be prepared on 18 inch by 24 inch molar and will methodology used in that retracernent1y with all provisions of Chapter 58.09 RCW A photographic molar of the drawing will be submitted to the City of 1-11.1(4) FSeld Notes (RC) Renton and. upon their review and acceptance per the specific Field notes shall be kept in conventional format in a standard requirements of the protect, the original will be recorded with the , bound field book with waterproof pages In cases where an King County Recorder electronic data collector is used field notes must also be kept with a If recording is not required the survey drawing shall be sketch and a record of control and base line traverses djeSsKcrLibing prepared on 22 inch by 34 inch molar, and the original or a station occupations and what measurements were made at each photographic molar thereof will be submitted to the City of Renton ' The survey drawings shall meet or exceed the requirements of Every point located or set shall be identified by a number and WAC 332-130-050 and shall conform to the City of Renton's a description. Point numbers shall be unique within a complete Drafting Standards American Public Works Association symbols Job. The preferred method of point numbe ring is field notebook shall be used whenever possible and a legend shall identify all ' pane and point set on that page. Example The first point set or symbols used if each point marked by a symbol is not destxt'lied at found on page 16 of field book 348 would be identified as Point each use.An No. 348.16.01._the second point would be 348 16 02 etc electronic listing of all principal points shown on the ' Upon completion of a City of Renton project either the field drawing shall be submitted with each drawing The listing should notebook(s) provided by the City or the original field notcbook(s) include the point °un;ber designation (corresponding with that in used by the surveyor will be given to the City. For all other work the field notes) a brief description of the point and northing surveyors will provide a copy of the notes to the City upon request casting and elevation (if applicable) values all in ASCII format ' on IBM PC compatible media t- Page-SP-20 Revision Date:May 19, 1997 1-11 Renton Surveying Standards 1-11 Renton Surveying Standards 1-11.1(7) Precision Levels(RC) 1-11.1(12) Monument Setting and Referencing(RC) Vertical Surveys for the establishment of bench marks shall All property or lot corners, as defined in satisfy all applicable requirements of section 1-05 and 1-11.1. established or reestablished on a plat or other recorded survey shall_ Vertical surveys for the establishment of bench marks shall be referenced by a permanent marker at the corner point per 1 meet or exceed the standards, specifications and procedures of third 11.2(1). In situations where such markers are impractical or in order elevation accuracy established by the Federal Geodetic danger of being destroyed, e.g., the front corners of lots a witness Control Committee, marker shall be set. In most cases,this will be the extension of the Bench marks must possess both permanence and vertical lot line to a tack to 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 or survey of record e g "Tacks in lead on the extension of the lot side lines have been set in the 1-11.1(8) Radial and Station—Offset Topography curbs on the extension of said line with the curb." In all other RQ cases the corner shall meet the requirements of section 1-11.2(j) Topographic surveys shall satisfy all applicable requirements herein. of section I-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 paved portion of a right of way or other area the shall meet the requirements of section 1-11.1 herein. monument shall be set below the ground surface and contained The drawing and electronic listing requirements set forth in within a lidded case kept separate from the monument and flush section 1-11.1 herein shall be observed for all topographic surveys. with the pavement surface, per section 1-11.2(3). In the case of right of way centerline monuments all points of 1-11.1(9) Radial Topography (RC) curvature(PC),points of tangency(PT),street intersections center Elevations for the points occupied or back sighted in a radial points of cul de sacs shall be set. If the point of intersections PI, topographic survey shall be determined either by 1) spirit leveling for the tangents of a curve fall within the paved port ion 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 Committee third order elevation accuracy specifications, OR 2) of the curve. trigonometric leveling with elevation differences deterrntned in at For all non corner monuments set while tinder contract to the least two directions for each point and with misclosure of the City of Renton or as part of a City of Renton approved subdivision circuit not to exceed 0.I feet. of property, a City of Renton Monument Card (furnished bX 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 oornner,Plat Elevations of the baseline and topographic points shall be monument, street intersection, etc., complete with a description of determined by spirit leveling and shall satisfy Federal Geodetic the monument, a minimum of two reference points and NAD 83/91 Control Committee specifications as to the turn points and shall not coordinates and NAVD 88 elevation shall be filled out and filed exceed 0.1 foot's error as to side shots. with the city. 1-11.1(11) As-Built Survey(RC) 1-11.2 Materials All improvements required to be 'as-built' (post construction survey) per City of Renton Codes, TITLE 4 Building Regulations 1-11.2(1) PropertyUt Comers(RC) and TITLE 9 Public Ways and Property, must be located both Corners per 1-11 1(�shall be marked in a permanent manner horizontally and vertically by a Radial survey or by a Station offset such as 1R inch diameter rebar 24 inches in length, durable metal . survey. The 'as-built' survey must be based on the same base line plugs or caps tack in lead etc and permanently marked or tagged or control survey used for the construction staking survey for the with the surveyor's identification-number. The specific nature of improvements being 'as-built'. The 'as-built' survey for all the marker used can be determined by the surveyor at the time of subsurface improvements should occur prior to balling. Close installation. cooperation between the installing contractor and the 'as-builting' surveyor is therefore required. 1-11.2(2) Monuments (RC) All 'as-built' surveys shall satisfy the requirements of section Monuments per 1-I1 1(5) shall meet the requirements as set 1-11.1(1) herein and shall be based upon control or base line forth in City of Renton Standard Plans page H031 and permanently surveys made in conformance with these Specifications. marked or tagged with the surveyor's identification number. The field notes for 'as-built' shall meet the requirements of section 1-11.1(4) herein and submitted with stamped and signed 1-11.2(3) Monument Case and -over (RC) 'as-built' drawings which includes a statement certifying the Materials shall meet the requirements of section 9-22 and City accuracy of the 'as built'. of Renton Standard Plans page H031. The drawing and electronic listing requirements set forth in section 1-11.1(67 herein shall be observed for all 'as-built' surveys. Page-SP-21 Revision Date:May 19, 1.997 2-02 Removal of Structures and Obstructions 2-03 Roadway Excavation and Embankment Division 2 Earthwork quantities and changes will be tom tiled either Earthwork manually or by means of electronic data proceSSin ,Y,,,;,,,,, „t by , use of the averse end area method. An than es to the work as directed by the Engineer that would alter these_ r,,,,.,.•.es shall be calculated by the Engineer and submitted to the Contractor 2-02 Removal of Structures and for his review and verification Any excavation or embankment beyond the limits indicated in Obstructions the Plans unless ordered b the En ineer shall not be id for. All work and material reouired to return these areas to their ' SECTION 2-02.3(3) IS REVISED AND SUPPLEMENTED AS original conditions as directed by the Engineer shall be FOLLOWS: the Contractor at his sole expense be All areas shall be excavated filled and/or backfilled as 2-02.3(3) Removal of Pavement, Sidewalks, and necessary to comply with the grades shown on the Plans In filled Curbs�C1 and backfilled areas fine radio shall begin durin the lacement In removing pavement, sidewalks, and curbs, the Contractor and the compaction of the final laver. In cut sections fine grading shall: shall begin within the final six (t7 inches of cut Final grading 1. Haul broken-up pieces ' shall produce a surface which is smooth and even without abrupt 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 5. When an stea where pavement has been removed is to be shown. Care shall be taken not to excavate below the ified ' opt to traffic before pavement patching has been completed g ra des. The contractor -1-11 maintain all excavations free from temporary mix asphalt concrete patch shat( be detrimental quantities of leaves brush sticks trash and other required debris until final acceptance of the work ' Temporary patching shall be placed to a minimum depth of 2 - inches immediately after backfnllmg and compaction are complete Following removal of topsoil or excavation-to grade and and before the road is opened to traffic MC cold mix or MC hot before placement of fills or base course the subgrade under the d mix shall be used at the discretion of the En ineer roadway shall be proofrolted to identrfv M soft or loose areas If pavements, sidewalks, or curbs lie within an excavation which may warrant additional compaction or excavation and , am and are trot mentioned as separate pay items, their removal replacement. will be paid for as part of the quantity removed in excavation. If The Contractor shall provide temporary drainage or protection they set to keep the subgmde free from standing water, ' mentioned as a separate item in the proposal,they will be measured Acceptable excavated native soils shall be used for fill in the and paid for as provided under Section 2-02.5, and will not be area rrjutring fills. Care shall be taken to place excavated material included in the quantity calculated for excavation. at the optimum moisture content to achieve the specified compaction. Any native material used for fill shall be free of SECTION 2-02.5 IS SUPPLEMENTED BY ADDING: organics and debris and have a maximum particle size of 6 inches 2-02,$ payment Q It shall be the responsibility of the Contractor to prevent tie native materials from becoming saturated with water The 2. 'Saw Cutting' per Lineal Foot _measures may include sloping to drain compacting the native 3._ "Remove Sidewalk' per Square yard materials, and divesting runoff away from the materials If the 4. "Remove Curb and Gutter` per lineal Foot Contractor fails to take such preventative measures any costs or S. 'Cold Mix',per Ton delay_related to drying the materials shall be at his own expense 6. 'Remove As0hah Concrete Pavement,'Per square Yard If the native materials become saturated it shall be the 7. 'Remove Cement Concrete Pavement "per square Yard responsibility of the Contractor to dry the materials to the 8. Remove existing peC optimum moisture content. If sufficient acceptable native soils are All costs related4o ilie removal and disposal of structures and not available to complete oonstniction of the roadway embankment obstructions including saw cutting excavation, backfilling and Gravel Borrow shall be used. temporary asphalt shall be considered incidental to and included in If subgrade trimmer is not required on the project all portions other items unless designated as specific bid items in the proposal of Section 2-03 shall apply as though a subgrade trimmer were specified. 2-03 Roadway Excavation and If sufficient acceptable native soils as determined by the , E_gn ineer,are not available to complete construction of the roadway Embankment embankment, Gravel Borrow meeting the requirements of Section 9-03.14 of the Standard Specifications shall be used SECTION 2-03.3 IS SUPPLEMENTED BY ADDING THE SECTION 2-03.4 IS SUPPLEMENTED BY ADDING THE t FOLLOWING. FOLLOWING: 2-03.3 Construction Requirements(RC) 2-03.4 Measurement (RCS ' 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 perfoimed unless specific exceptions in other excavated material shall be used for embankments while surplus sections provide otherwise: excavated material or unsuitable material shall be disposed of by 1. At the discretion of the engineer, roadway excavation ' the Contractor. borrow excavation, and unsuitable foundation excavation - by the t- Page-SP-22 Revision Date:May 19, 1997 2-04 Haul 2-09 Structure Excavation cubic yard (adjusted for swell) may be measured by truck in the 2-06 Subgrade Preparation hauling vehicle at the point of loading. The contractor shall provide truck tickets for each load removed. Each ticket shall have the truck number, time and date, and be approved by the engineer. SECTION 2-06.5 IS SUPPLEMENTED BY ADDING THE FOLLOWING: SECTION 2-03.S IS REVISED AS FOLLOWS. 2-06.5 Payment (RC) 2-03.5 Payment (RC) Subgrade preparation and maintenance including watering Payment will be made for the following bid items when they shall be considered as incidental to the construction and all costs are included in the proposal: thereof shall be included in the appropriate unit or lump sum 1. "Roadway Excavation" or "Roadway Excavation—Area contract bid prices. A(B, C. etc.)", per cubic yard. When the Engineer orders excavation 2 feet or less below 2-09 Structure Excavation subgrade, unit contract prices for roadway excavation and haul _ shall apply. If he orders excavation more than 2 feet below SECTION 2-09.1 IS SUPPLEMENTED BY ADDING THE subgrade, that part below the 2-foot depth shall be paid for as provided in Sectiea-4--04.4 Item 3 of this payment section. In this FOLLOWING: 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. 04 shall apply, except mchm the pay item ir, chour;n ar inch 2-09'3 Cons Wul IA that w&e iThe unit contract price per cubic yard shall Construction Requirements include haul. SECTION 2-09.3(1)D IS REVISED AS FOLLOWS. 3. "Unsuitable Foundation Excavation",per cubic yard. The unit contract price per cubic yard for "Unsuitable Z-09.3(1)D Disposal of Excavated Material(RC) Foundation Excavation" shall be full pay for excavating, loading, All costs for disposing of excavated material within the project and disposing of the material. limits shall be included in the unit contract price for strumm excavation, Class A or B. % -,Ad haul the muerial to a disparal ske, the State mill pay "; The unit contract price per pF.9M;d@A iA S9G1iQA 1-044 for. loading and hauling Zhe 9-to will cubic yard shall include haul. 7. " Th@ 1-'A;' -COR4499 pFice ps; cubic 3-FA [Qr 'N;nb-AkmeP& mset Clio r-squiroments of Sectign ) 03 3(:�qG 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 nude as a separate item. All SECTION 2-09.4 IS REVISED AND SUPPLEMENTED AS costs for embankment compaction shall be included in other bid FOLLOWS: items involved. 2-09.4 Measurement (RC) 2-04 Haul Gravel backfill. All gravel backfill will be measured by the cubic yard in place determined by the neat lines required by the SECTTON Z-04.S IS REVISED AND SUPPLEMENTED AS Plans or by the ton as measured in conformance with section 1-09.2. FOLLOWS: Gravel backfill used for pipe bedding shall be incidental to the installation of the pipe or paid for as other gravel backfill unless a 2-04.5 Payment (RC) specific separate pay item is included in the contract for gravel backfill for pipe bedding. opor SECTION 2-09.5 IS REVISED AND SUPPLEMENTED AS .AG111146d iA the Pr W;1. "I4 �per Wit. 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 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. "Structure Excavation Class A Incl. Haul", per cubic yard. "Structure Excavation Class B Incl. Haul", per cubic yard. The unit contract price per cubic yard for the bid items listed as 1 through 4 above shall be full pay for all labor, materials, tools, equipment, and pumping, or shall be included in the unit bid price of other itemst of work if 'Structure Excavation" or Page-SP-23 Revision Dale:May 19, 1997 2-09 Structure Excavation "Structure Excavation Incl Haul" are not listed as pay items in the 2-09 Structure Excavation 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 full pay when extra excavation is used in lieu of constructing shoring. If select backfill material is required for backfilling within the limits of the i structure excavation, it shall also be required as backfill material for the extra excavation at the Contractor's expense.___ nX excavation or backfill material bein aid b unit rice shall be I calculated by En ineer onl for the neat line measurement of the excavation and shall not include the extra excavation be and 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 Backfll (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 En ineer that such per ton backfill is onl bein used for the ified u e and not for Purposes where backfill is incidental or being paid by cubic yard Evidence that r ton ravel backfill is trot bein used for its designated purpose shall be grounds for the Engineer to deny.11 payment for such load tickets Unless included m 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. I t • Page-SP-24 Revision Datt:May 19, 1997 3 No supplemental specifications were necessary 4 No supplemental specifications were necessary Division 3 Production From Quarry and Pit Sites Division 4 and Stockpiling Bases 3 No supplemental specifications were 4 No supplemental specifications were necessary No supplemental specifications were necessary for Division I necessary No supplemental specifications were necessary for Division 4. t- Page-SP-25 Revision Date:May 19, 1997 5-44 Asphalt Concrete Pavement 5-44 Asphalt Concrete Pavement Division 5 (2) Surface Treatments and Pavements s ''When a sample from uncom acted mix 5-04 Asphalt Concrete Pavement contractor shall ensure that the sam l is new �e es can accordance with WSDOT Test Method 712. E€btained in SECTION 5-04.3(8)A IS REVISED AND SUPPLEMENTED AS FOLLOWS. LugiA� B. Definition of Sampling Lot and Sublot. For the , 5-04.3(8)A Acceptance Sampling and Testing(RC) of acceptance sampling and testing, a lot-is i pose I. General. Acceptance of asphalt cement concrete shall be the total quantity of material or work produceeach defined as as-provided under a rmr�tistical acceptance. formula (JMF). Only one lot iob ntix Determination of-&tatistica1--" nonstatistical acceptance shall be �r JMF is expected r� occur based on proposal quantities and shall consider the total of all bid items involving mix of a specific class. Dense graded mixes(asphalt concrete pavement Classes A. B, E. F, and G) shallwig be evaluated for quality of gradation on a dailylet basis by the Contractor. This gradation analysis shall be `ho "`� - -�^�--.�..++v�t-AriAt urr•�? ! F•{,e �e JMF based on WSDOT Test Method 1.04 and the results delivered to the ix--FO;wwia}_is defm - Contracting Agency by noon of the following wonting day. This 03.8(6)A (Basis of Acceptance). — 1II Section 9' information shall be used b the En the-Engineer to evaluate conformance P ) The Contractor ma not trtake any changes to the JMF without prior written annr with Section 9-03.8(t7A 2 and Aasphalt content shall be tested at nicer oval of the the Fengincer's discretion if the Compaction Pay Factor(Section 5 04.3(10)B)falls below 100 The Contracting Agency may take their own independent radatwn samples at the stockpile to confirm the gradation testing done by the contractor. If the independent sample gradation varies from the Contractors data by more than t39b for sieve sizes greater than 1/4" and±2'9 for sieves smaller than the No 10 then the costs of the sampling and testing shall be borne b the Contractor. If the tZtst results vary from the Contractor's data a"-within the ranges listed above then qWAtitiGG With maxi vim rublot4iac-44WO-ta.., the cost of sampling and testing will be borne by the Contracting Sampling and testing for nonstatisiical acceptance 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, 9: mcceptance pr-or. diwas whichever is least. When proposal quantities exceed 1,200 tons for a class of mix under nonstatistical acceptance, sublot size shall be determined to the nearest 100 tons to provide not less than three uniform sized sublots, based on proposal quantities, with a maximum sublot size of 800 tons. C. Test Results. The Engineer will furnish the Contractor with a copy of the results as they become available-ef'19 r500 Ungineor. will -also ppevids, 1--i I" 1,500 ton R FAM-2"—k"44an 4ill D Tcst Methods. When sample tcsting of asphalt content is necessary, Aacceptance testing for compliance gf asphalt Goateai 2. Aggregates. _Aggregates will be accepted for sand will use the Nuclear Asphalt Gauge Procedure; WSDOT Test ' equivalent and fracture based on their conformance to the Mew 722-T• When sample testing of gradation is necessary, requirements of Section 9-03.8(2)_ Aacceptance testing for compliance of gradation will use the Quick ew�uati�a. Determination of Aggregate Gradation using Alternate Solvent 3. Asphalt Cement. Asphalt Cement will be at cepted €eF Procedure; WSDOT Test Method 723-T. east,-based on Uwirconformance to the requirements2f Section 9- E. Reject Mixture 02.1(43). Testing of asphalt properties to assure certification shall (1) Rejection by Contractor. The Contractor may, prior to be the responsibility of the contractor. If the vendor or grade of sampling, elect to remove any defective material and replace it the asphalt cement changes a new lob mix formula (JMF)shall be with new material at no expense to the Contracting Agency. Any evaluated and approved such new material will be sampled, tested, and evaluated for 43. Asphalt Concrete Mixture acceptance. A. Sampling (2) Rejection_-bby Engineer Without TestingWitholitXestiag. (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 1- Page-SP-26 Revision.Date.-May 19, 1997 5-04 Asphalt Concrete Pavement 5-04 Asphalt Concrete Pavement m-terial that appears defective in gradation or asphalt csmen, SECTION 5-04.03(10)A IS SUPPLEMENTED BY ADDING content. Material rejected before placement shall not be THE FOLLOWING: incorporated into any" pavement. Any rejected section of 5-04.3(10)A General (RC) compacted Fee avement shall be removed. g on a No payment will be made for the rejected materials or the The Contractor shall not use vibration when eornpaetin removal of the materials unless the Contractor requests that the street where A.C. Line (Transite) is in place (refer to City of rejected material be tested. If the Ccontractor elects to have the Renton Comprehensive Water System Plan to identify locations of rejected material tested, a minimum of three representative samples A.C. Imes.) will be obtained and tested. Representative samples to be removed SECTION 5-043(10)B IS REVISED AS FOLLOWS. for testing from compacted pavement shall be removed by coring. 5-04.3(10)B Control (SA) Asphalt concrete pavement Classes A. B, E, and F used in Material;C lacr;k-;k 0 75, 1;Q paymsFic will be Made fQr the rej traffic lanes, including lanes for ramps, truck climbing, weaving, and speed change, and having a specified compacted course _ thickness greater than 0.10 foot, shall be compacted to a specified than 0:75, the cost of rampline and terriAg be bome b5, rho 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 specified level of relative density shall be shaA 0:15, compeAwion fQF ;he r-sj6curl Mix. A.A.411 be at CPFA a (CPR of not Wrr th-A 1 00 4X410A 6...1J.—A-41 0.35 v4th. "A "Idif;0a of 10 pppcepc of the unit roAtr=price " Section 1 06')(1), 116-ag - Minimum a 923.0 percent of the Acceptance of the initially reference maximum density rejected suspected material will use the acceptance sampling and -14etked-T05._The reference maximum density shall be determined testing methods. If the material does not fall within the job mix as that developed in the job mix formula(JMFkeviag_svot-tga formula tolerances of Section 9-03.8 A, the mix,will be rejected of the Mort mcong fi-8 determ-;Rat"a ---a lot of ftGphau and all costs associated with sampling, testing and removal shall be concrow being placed. If the Contractor chooses a moving borne by the Contractor. The rejected material must be removed average of the three most recent tests of maximum density may be and replaced with new material at no expense to the Contracting determined through the use of WSDOT Test Medtod 903.by Agency. If the material falls within the job mix formula Contractor at the Contractor's expense. The specified level Of tolerances, the mix will be accepted for quality of mix but will density attained will be determined by' the average sustiscical remain subject to the compaction adjustment of Section 5-04.3(10) e—h—cieA--0f three five nuclear density gauge tests taken in and all costs associated with sampling and testing will be borne by accordance with WSDOT Test Method 715 on the day the mix is the Contracting Agency. placed (after completion of the finish rolling) at locations determined by om_ acce mage Sampling and w4ing' dhe Engineer May -160 isolate confi);Mine to WSWT T4Gt Memod 71 within each density lot fpom - AQFR-! sublot -03' m-orial that ir pirpo"ed of bemg Zbe quantity represented by each dsnGity lot will bs,no Lwants;th-Q. A$fSG4;;'@ ;A gFadat"GA Or 26ph"ll G$MCA9 COACOAC. SUGh ;60 - single day'r. production or. approximately 400 tong, Wiichevei: ic U&&,The Engineer will a copy of the of&bras random samples of the wspert mater-W ;,A,;" be obta;PW results of all acceptance testing performed in the field as soon as the results are availabl ..4411 be GQAC;'l0F@A ft &BP1r=*@ lot- WhOA &he ;GGI-96A M-464-1 the bcg;AAiAg gf th@ Asx& paving sh; -_ Pavement compaction below 89 percent of the reference maximum density shall not be accepted Relative densities falling between 89 Vefte-91t and 92 percent shall be subject to the price adiustments of Section 5- 04.5(1)B. For compaction lots falling below a CPF of 1.00 Pay-•f A" and thus subject to price reduction or rejection, cores may be used as an alternatives to the nuclear density gauge tests. "Ikata GQFas Operations -Ad -hall AG4 perums a4hah GoarFsts plaGement until are taken by the Gomr-g4ing Agency ag the cuch leme -r th war is racictied that rpecificatioA mucrial c-A Contractor, they shAl be requested by anon of&he next-wQFWay be P;:Q'J11G@d wheRe1w: he Composite Pay Pactop(CPR for.ft lot afssr,pa;iAg.—When the Contracting Agency requests cores and the psegFass: level of relative density within a sublot is less that► 92.0 peirerit, tThe cost for tlts_conng GOFFOW-9"990% or, and testing shall be borne by the Contractor. When the Contracting Agency requests cores and the level of relative density within a sublot is greater than 92.0 percent the cost for coring and testing shall be borne by the Contracting Agency. axQsAt,s� SOW011 1 06"(3)D UA419F FinUGW TACQW410 PaMffaph 1, TtORV-3, $75 po;: core Wis;; the core mmilts indi—, tho moo, 44"" r.hall bs')5 psusat- At the start of paving, if requested by the Contractor, a compaction test section shall be constructed, as directed by the I Engineer, to determine the compactibility of the mix design. t- Page-SP-27 Revision Date:May 19, 1997 5-04 Asphalt Concrete Pavement , 5-04 Asphalt Concrete Pavement Compactibility shall be evaluated as the ability of the mix to attain SECTION 5-04.5(1) QUALITY ASSURANCE PRICE a !yen quality level corresponding to a pay factor of 1.00 or ADJUSTMENTS IS DELETED. greater referenced to the specified minimum density (921. percent of the reference maximum density SECTION 5-04.5(I)A IS DELETED AND REPLACED WITH Ma1Cd-40S). If a compaction test section is.requested. a THE FOLLOWING. Compaction pay factor of 1.00 shall apply until compatibility is 5M& , proven. Following determination of compactibility, the Contractor -04.5(1)A Price Adjustments for Quality of AC M is responsible for the control of the compaction effort. If the (RC) Contractor does not request a test section, the mix will be Nonstatistical Acceptance-Each lot of asphalt concrete considered compactible. pavement produced and having all constituents falling within Asphalt Concrete Classes A, B. E, F, and G consuucted the limits of the job mix formula shall be accepted at the unit under conditions other than listed above shall be compacted on the contract price. If the constituents of the mix fall outside the basis of a test point evaluation of the compaction train. The test limits of the job ml I formula, the mix shall not be accepted(sep point evaluation shall be performed in accordance with instructions Section 5-N-3(8)Rejection of M'uctttre) from the Engineer. The number of passes with an approved SECTION 5-04.5(1)B IS REVISED AND SUPPLE 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 t compacted to the satisfaction of the Engineer. Compaetion_TQ In addition to the randomly selected locations for tests of the For each sublot 1. a Compaction density, the Engineer may also isolate from a normal lot any area Factor will be that is suspected of-being defective in relative density. Such determined based on the relative density of the tests The isolated material will-not include an original sample location. A following table lists the Compacti on ray Factors and their minimum of three S randomly located density tests will be taken, associated relative densty The isolated area will then be evaluated for price adjustment in betWeen the Composite Pay Factor. md imity ' accordance with this n, considering Al"Itiplied by 40 po;c--- it as a separate.sublotlet Adju"mgnt win As the of-CM.A A d, SECTION S-04.5 IS REVISED AS FOLLOWS: _S_-_04.5 Payment (RC) Relative Density Compaction Pa v Factor (average of three tests) "Misc and/or Driveway Asphalt Conc. Appmach Cl. _" 292.0 100 per ton._This item..when included in the contract includes asphalt 91.5 0.99 t paving for areas such as dri veways and traffic islands that are not 91.0 0.95 part of !Job Nfix comp'"other pav ing work. 90.5 0.91 job Adig 'r" ' •" .atctrlieA. 90.0 0.85 n a• .� n ti 89.5 . ae,., , 0.80 maid for� - co,...,,., t n� cir�e 89.0 0.75 t- Page-SP-28 Revision Date:May 19, 1997 6-12 Rockeries 6-12 Rockeries Division 6 and have a stable appearance. The rocks shall be carefully placed by mechanical equipment and in a manner such that the longitudinal Structures axis if the rock shall be at right angles or Pemendicular to the rockery face. The rocks shall have all inclining faces sloping to the back of the rockery. Each row of rocks will be seated as SECTION 6-12 IS A NEW SECTION tightly and evenly as possible on the rock below to such j--manner that there will be no movement between the two. After settin a 6-12 Rockeries course of rock all voids between the rocks shall be chinked on the back with quarry rock to eliminate any void sufficient to p= & 2 6-12.1 Description (RC) inch square probe. The work described in this section, regardless of the type of 6-12.3.1 Rockery Backfill (RC) materials encountered, includes the excavation and shaping of the The wall backfill shall consist of 1-1/2 inch minus crushed cut or fill slopes and furnishing and constructing rockeries/rock rock or gravel conforming to section 9-03.9(3)7 This material will retaining wall where shown on the plans or where directed by the be placed to an 8 inch minimudt thickness between the entire wall engineer. and the cut or fill material. The ba_ck_fdl material will be placed in 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 Rock walls shall be formed of larger pieces of quarried basalt, rocks. Any backfill material on the bearing surface of the rock andesite or other igneous rock. Individual pieces of rock shall be course will be removed before setting the next course. 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 aone- inch sieve after 6 cycles shall not exceed 35% by weight. footing drain behind the rockeries as shown in the standard plans and connected to the storm drainage system where shown. The rock material shall be as nearly rectangular as possible so as to afford the minimum amount of void space between the blocks. 6-12,3.3 Rejection Of Material(RC) No stone shall be used which does not extend through the wall. The inspector will have the authority to reject any defective The rock material shall be hard sound durable and free from material and to suspend any work that is being improperly done, weathered portions, seams, cracks and other defects, subject to the final decision of the epgineer, All rejected material The rock density shall be a minimum of 160 pounds per cubic will be removed from the construction site and any rejected work foot. The source of supply and representative samples of the shall be repaired or replaced at no additional cost to the Owner. material shall be approved by the engineer before delivery to the site. 6-12.4 Measurement (RC) The rock walls shall be constructed of one-matt rocks, (85 to Measurement of the finished rock wall for payment will be 300 pounds) each 10' in its least dimension; two-man rocks, (300 made from the footing grade to the top of the wall and rounded to to 600 pounds) each 13" in its least dimension; there-man rocks (800 to 1,200 pounds) each 16' in its least dimension; four-man the nearest square Yard' rocks(1,500 to 2,200 pounds)each 18" in its least dimension. The 6-12.5 Payment (RC) tracks shall range uniformly in size for each classification specifies. The four-man rocks shall only be used for the first course of Payment will be made under the item 'rock retaining wall', rock in walls over 6 feet in height. per square yard. The unit price per square yard shall be full compensation for 6-12.3 Construction Requirements(RC) the rockery/rock retaining wall in place and shall include all work, The rock unloading at the site will be dome in such a manner materials and equipment required- to complete the installation, as to segregate the rock by the size ranges indicated in the including drainage pipe and all other items. preceding paragraph. The walls shall be started by excavating a trench, not less than 6 inches or more than one foot in depth below subgrade in excavation sections, or not less than 6 inches or more than one foot in depth below the existing ground level in embankment sections. Areas on which the rockery is to'be placed shall be trimmed and dressed to conform to the elevation or slope indicated. The rock wall construction shall start as soon as possible upon the completion of the cut or fill section. Rock selection and placement shall be such that there will be no open voids in the exposed face of the wall over 6 inches across in any direction. The rocks shall be placed and keyed together with a minimum of voids. Particular attention shall be given to the placing and keying together of the final course of all rockeries. The final course shall have a continuous appearance and be placed to minimize erosion of the backfill material. The larger rocks shall be placed at the base of the rockery so that the wall will be stable 1- Page-SP-29 Revision Date:May 19, 1997 7-01 Drains 7'04 Storm Sewers Division 7 Corrugated Polyethylene Culvert Pipe Drainage Structures, Storm Sewers Where steel or aluminum are referred to in this Section in ' regard to a kind of culvert pipe, pipe arch, or end Sanitary Sewers, Water Mains, and sections, it Shall be understood that steel is zinc coated with Asphalt Treatment I (galvanized) or aluminum coated (aluminized) corrugated COIIdllItS steel, and aluminum is corrugated aluminum alloy as specified or Sections 9-05.4 and 9-05.5. pectfied m Where plain or reinforced concrete steel or aluminum are 7-01 Drains referred to in Section 7-02 it shall be understood that reference is also made to PVC. SECTION 7-01.2 IS REVISED AS FOLLOWS. 7-01.2 Materials IEQ 7-03 Structural Plate Pipe, Pipe Arch, Arch, Drain pipes may be concrete, zinc coated (galvanized)Asphalt and Underpass - A Treatment I or aluminum coated (aluminized) corrugated iron or steel_with Asphalt Treatment I, corrugated aluminum alloy, SECTION 7-03.2 IS REVISED AS FOLLOWS. polyvinyl chloride (PVC), or corrugated polyethylene (PE) at the 7-03.2 Materials �2 option of the Contractor unless the Plans specify the type to be Materials shall meet the requirements of the following SECTION 7-01.3 IS REVISED AS FOLLOWS: sections: Concrete Class 3000 6-02 7-01.3 COnStrudtion Requirements C Corrugated Steel Asphalt Treatment 1 9-05.6(8) Corrugated Aluminum 9-05.6(8) I PVC drain pipe shall be jointed with a bell and spigot joint Reinforcing Steel using a flexible elastomeric seal as described in Section 9-04.8. 9-07 The bell shall be laid upstream. PE or ABS drain pipe shall be jointed with snap-on, screw-on, or wraparound coupling bands as SECTION 7-03.5 IS REVISED AS FOLLOWS: recommended by the manufacturer of the tubing. 7-03.5 Payment R§ I PVC underdrain pipe shall be jointed using either the flexible elastotneric seal as described in Section 9-04.8 or solvent cement as Payment will be trade in accordance with Section I-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: otherwise specified in the Plans. The bell shag be laid upstream. "St. Str. Plate Pipe_ Gage In. Diam.", per linear PE or ABS drainage tubing underdrain pipe shall be jointed with foot_with Asphalt Treatment I. I , snap-on, screw-on, or wraparound Coupling bands, as 'St. Str. Plate Pipe Arch_Gage Ft._In. Span". recommended by the manufacturer of the tubing. per linear foot with Asphalt Treatment I. I SECTION 7 'St. Str. Plate Arch Gage_ Ft. Span", per FOLLOWING:. IS SUPPLEMENTED ADDING THE In.linear foot_with Asphalt Treatment 1. "Structure Excavation Class B",per cubic yard. I 7-01.4 Measurement R� "Structure Excavation Class B Incl.Haul".per cubic yard. 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=luding haul'as a prices then the work will be considered incidental and its cost item all costs associated with these items shall be included in otter slhould 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 tthall be t 7-02 Culverts incidental. ` 7-04 Storm Sewers SECTION 7-02.2 IS REVISED AND SUPPLEMENTED AS FOLLOWS. SECTION 7-04.2 IS REVL413D AS FOLLOWS: 7-02.2 Materials IQ 7-04.2 Materiais—(RQ Materials shall meet the requirements of the f Where steel I following 1 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 9-05.3(l) steel is zinc coated (galvanized), shalt Treatment I Coated e� I Reinforced Concrete Culvert Pipe 9-05.3 Beveled Concrete End Sections �) corrugated iron or steel and 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. Steel Nestable Pipe and Pipe Arch, Asphalt Treatment I 9-05.4(8)9) Steel End Sections, Asphalt Treatment I 9-05.4{ Aluminum Culvert Pipe 9-059) Aluminum End Sections 9-05.5(6)5 Solid Wall PVC Culvert Pipe 9-05.12(1) Profile Wall PVC Culvert Pipe 9-05.12(2) Page-SP-30 Revision Date:May 19, 1997 7-05 Manholes,Inlets,and Catch Basins 7-05 Manholes,Inlets,and Catch Basins 7-04.3 Construction Requirements 7-05 Manholes, Inlets, and Catch Basins SECTION 7-04.3(1)B IS SUPPLEMENTED BY ADDING THE SECTION 7-05.3 IS SUPPLEMENTED BY ADDING THE FOLLOWING: FOLLOWING: 7-04.3(1)B Pipe Bedding(RC) 7-05.3 Construction Requirements (RC) Pipe bedding for PVC sewer pipe shall consist of clean, granular pea gravel consistent with section 9-03.12(3). It shall be All manholes shall have eccentric cones and shall have placed to a depth of 6' over and 6' under the exterior walls of the ladders. pipe— SECTION 7-05.3(1) IS REVISED AND SUPPLEMENTED AS 7-04.3(2) Laying Storm Sewer Pipe FOLLOWS: SECTION 7-04.3(2)A IS REVISED AS FOLLOWS: 7-05.3(1) Adjusting Manholes and Catch Basins to Grade (RC)- 7-04.3(2)A Survey Line and Grade (RC) The existing cast iron ring and cover on manholes and the Survey line and grade will be provided by the Engineer or catch basin frame and grate shall first be removed and thoroughly contractor in a manner consistent with accepted practices and these cleaned for reinstalling at the new elevation. From that point, the specifications. existing structure shall be raised or lowered to the required SECTION 7-04.3(2)G IS SUPPLEMENTED BY ADDING THE elevation. FOLLOWING: Won, -IAA the riairheA 7-04.3(2)G Storm Sewer Line Connections R� All connections not occurring at a manhole or catch basin shall In unpaved streets: Manholes, catch basins and similar be done utilizing pre-manufactured tee connectors or pipe sections structures in areas to be surfaced with crushed rock or gravel shall approved by the Engineer. Any other method or materials be constructed to a point approximately eight inches below the proposed for use in making connections shall be subject to approval subgrade and covered with a temporary wood cover. Existing by the Engineer. manholes shall be cut off and covered in a similar manner. The contractor shall carefully reference each manhole so that they may SECTION 7-04.4 IS REVISED AS FOLLOWS: be easily found upon completion of the street work. After placing ` 7-04.4 Measurement C the gravel or crushed stone surfacing, the manholes and manhole ` castings shall be constructed to the finished grade of the roadway The length of storm sewer pipe will be the number of linear surface. Excavation necessary for bringing manholes to grade feet of completed installation measured along the invert and will all 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 be backfilled with materials which result center of manhole or from the center of catch basin to center of in the section required on the typical road way section, and be catch basins and similar type structures. thoroughly compacted. SECTION 7-04.5 IS SUPPLEMENTED AND REVISED AS In cement concrete pavement: Manholes, catch basins and FOLLOWS: similar structures shall be constructed and adjusted in the same manner as outlined above except that the final adiustment shall be 7-04.5 Payment RTC made and cast iron frame be set after forms have been placed and checked In placing the concrete pavement extreme care shall be The tmit contract price per linear foot for storm sewer pipe of taken not to alter the position of the casting in any way. the kind and size specified shall be full pay for all work to In asphalt concrete pavement: Manholes shall not be adustod complete the installation including adjustment of inverts to until the pavement is completed at which time the center of each manholes. When no bid item 'gravel backfill for pipe bedding" is manhole shall be carefully relocated from references previously included in the Schedule of Prices, pipe bedding, as shown in the established by the contractor. The pavement shall be cut in a standard plans shall be considered incidental to the pipe and no restricted area and base material be removed to permit removal of additional payment shall be made. the cover. The manhole shall then be brought to Proper trade "X@&d"g Storm Sews;Pipe",pe;linen;f" utilizing the same methods of construction as for the manhole Testing of storm sewer pipe if required by the Engineer, shall itself. The cast iron frame shall be placed on the concrete blocks be considered incidental to and included in the emit contract prices and wedged up to the desired grade The asphalt concrete pavement for other items. shall be cut and removed to a neat circle, the diameter of which shall be equal to the outside diameter of the cast iron frame plus two feet The base materials and crushed rock shall be removed and Class 3000 or Commercial Portland Cement Concrete shall be placed so that the entire volume of the excavation is rePlacxd up to within but not to exceed 2 incites of the finished Pavement surface. On the day following placement of the concrete the edge of the asphalt concrete pavement, and the outer edge of the casting shall be painted with hot asphalt cement Asphalt Class G concrete shall then be placed and compacted with hand tampers and a patching roller The complete patch shall match the existing paved surface for texture density, apd uniformity of grade The joint between the Page-SP-31 Revision Date:May 19, 1997 7-08 General Pipe Installation Requirements 7-08 General Pipe Installation Requirements patch and the existing pavement shall then be carefully painted with SECTION 7-05.4 IS REVISED AS FOLLOWS. I hot asphalt cement or asphalt emulsion and shall be immediately covered with dry paving sand before the asphalt cement solidifies 705.4 Measurement The inside throat of the manhole shall be thoroughly mortared and Manholes will be measured per each. Measurement of RLasered. 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 i iron frames for new and old inlets to be adjusted to grade will be Adjustments of new structures and miscellaneous established from the forms or adjacent pavement surfaces The as valve boxes shall be considered incidental to ties items such final adjustment of the top of the inlet will )e performed in similar P unit contract rice of the new item and no futthur compensation shaft t,.. ."dam manner to the above for manholes. On asphalt concrete paving Adjustment of existing structures and miscelaneous items such ro eels using curb and gutter section that portion of the cast iron as valve boxes shall be measured b 'Adjust Ezi-tin frame not embedded in the gutter section shall be solidly embedded each which shall be full pay for all labor and materials inclu all din in concrete also. The concrete shall extend a minimum of six concrete for the completed adjustment in accordance with Section inches beyond the edge of the casting and shall be left 2 inches 7-05.3(1)and the City of Renton Standard Details Wow the top of the frame so that the wearing course of asphalt Connection to existipL pipes and structures shall be measured concrete pavement will butt the cast iron frame The existing per eath concrete pavement and edge of the casting shall be painted with hot asphalt cement. Adjustments in the inlet structure shat! be SECTION 7-0S.S IS REVISED AND SUPPLEMENTED AS constructed in the same manner and of the same material as that FOLLOWS: required for new inlets. The inside of the inlets shall be mortared 7-05.5 Payment (RC) and plastered. Monuments and cast iron frame and cover: Monuments and "AAdiustMankele Existing • per cacti monument castings shall be adjusted to grade in the same manner The unit contract price per each for "Adjust as for manholes. Existing " shall be full pay Valve box castings:Adjustments of valve box castings shall be for all costs necessary to make the adjustment including restoration [Wade in the same manner as for manholes. of adjecent areas in a manner acceptable to the Engineer. alb SECTION 7-05.3(2)IS REVISED AS FOLLOWS_ "Structure Excavation Class B",per cubic yard. "Structure Excavation Class B Incl.Haul",per cubic yard. 7-05.3(2) Abandon Existing Manholes�ItC� Structure excavation for concrete inlets and area inlets is 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 rices then the manhole base shall be fractured to prevent standing water and the work will be considered incidental and its cost should be included manhole filled with sand and compacted to 90 percent density as in the cost of the pipe. specified in Section 2-03.3(14)C. Debris resulting from breaking "Connect to Existing Catch Basin,' the upper part of the manhole may be mixed with the sand subject Per each to the approval of the Engineer. The ring and cover shall 1 be �COanect Structure to existing pipe,' per each salvaged and all other surplus material disposed of. 7-08 General Pipe Installation Requirements SECTION 7-05.3(3) IS SUPPLEMENTED BY ADDING TffE SECTION 7-08.3(1)C SUPPLEMENTED AS FOLLOWS: FOLLOWING: 7-08.3(1)C Pipe Zone Bedding R�(SA) 7-05.3(3) Connections to Existing Manholes Rte' Hand compaction of the bedding materials under the pipe Where shown on the plans new drain pipes shall be connected haunches will be required. Hand compaction sha11 be accomplished to existing lute, catch basin, curb inlets and/or manholes The by using a suitable tamping tool to firmly tamp bedding material contractor shall be required to core drill into the structure shape under the haunches of the pipe Care shall be taken to avoid die new pipe to fit and regrout the opeaing in a worlananlike displacement of the pipe durin g the compaction effort manner. 'Where directed by the engineer or where shown on the Pipe bedding shall be considered incidental to the pipe and no plans,additional structure channeling will be rewired. further compensation shall be made A "Connection to existing" item will be allowed at any SECTION 7-08.3(2)E IS SUPPLEMENTED connexion of a new line to an existing structure or the connexion AS FOLLOWS: of a new structure to a existing line No 'connection to existing" 7-08.3(2)E Rubber Gasketed Joints TCZ will be accepted at the location of new installation relocation and In laying i with rubber gaskets, the i shall be handled adjustment of line manholes catch basins or curb inlets Y g P P carefully to avoid knocking the gasket out of position or Any damage to existing pipe or structure that is to remain in contaminating it with foreign material. Any gasket so disturbed Place resulting from the Contractor's operations shall be repaired shall be removed, cleaned, relubricated if required, and replaced or replaced at his own expense before joining the sections. The unit bid price per each shall be full compensation for all The pipe shall be properly aligned before joints are forced labor, materials and equipment required home. Sufficient pressure shall be applied in making the joint to ensure that the joint is home, as defined in the standard installation instructions provided by the pipe manufacturer. The Contractor may use any method acceptable to the Engineer for pulling the pipe together, except that driving or ramming by hand or machinery will not be permitted_ Any pipe damaged during joining and joint t- Page-SP-32 Revision Date:May 19, 1.997 7-08 General Pipe Installation Requirements 7-08 General Pipe Installation Requirements tightening shall be removed and replaced at no expense to the Pipe shall be kept clean during and after laying. All onoings in Contracting Agency. the line shall be closed with water tight expandable type sewer Care shall be taken by the CONTRACTOR to avoid over plugs at the end of each days operation or whenever the pipe pushing the pipe and damaging the pipe or joint system. Any finings are left unattended. The use of burlap wood or other damaged pipe shall be replaced by the Contractor at his expense. similar temporary plugs will not be permitted. Care shall be taken to properly align the pipe before joints are Where necessary to raise or lower the pipe due to unforeseen entirely forced home. During insertion of the tongue or spigot, the obstructions or other causes the ENGINEER may change the pipe shall be partially supported by hand, sling or crane to alignment and/or the grades. Except for short runs which may be minimize unequal lateral pressure on the gasket and to maintain permitted by the ENGINEER, pipes shall be laid uphill on grades concentricity until the gasket is properly positioned. Since most exceeding 10 percent. Pipe which is laid on a downhill grade shall gasketed joints tend to creep apart when the end of the pipe is be blocked and held in place until sufficient support is furnished by deflected and straightened, such movement shall be held to a the following pipe to prevent movement. minimum once the joint is home. Unless otherwise required, all pipe shall be laid straight SECTION 7-08.3(2),/IS AN ADDED NEW SECTION: between the changes in alignment and at uniform grade between changes in grade. For concrete pipes with elliptical reinforcement 7-08.3(2)J Placing PVC Pipe(Rj the pipe shall be placed with the minor axis of the reinforcement in In the trench, prepared as specified in Section 7-02.3(1) PVC a vertical position. pipe shall be laid beginning at the lower end, with the bell end Immediately after the pipe joints has been made proper gasket upgrade. Pea gravel will be used as the bedding material and placement shall be checked with a feeler gage as approved by the extend from 6' below the bottom of the pipe to 6' above the top of pipe manufacturer to verify proper gasket placement the pipe. When it is necessary to connect to a structure with a SECTION 7-08.3(2)G IS SUPPLEMENTED BY ADDING THE mudded joint a tubber gasketed concrete adapter-collar will be used FOLLOWING. at the point of connection. 7-08.3(2)G Sewer Line Connections (RC) 7-08.3(2)A Survey Llne 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 lingineer.n a manner consistent with accepted practices. the existing main is constructed of vitrified clay, plain or The Contractor shall transfer line and grade into the trench reinforced concrete, cast or ductile iron pipe, the existing main where they shall be carried by means of a laser beam using 50 foot shall be core drilled. minimum intervals for grade staking. Any other procedure shall Connections (unless booted connections have been provided have the written approval of the Engineer. for) to existing concrete manholes shall be core-drilled, and shall have an 'O' ring rubber gasket meeting ASTM C-478 in a -atepFall-Gf Aar mope than 30 foot- Not lecr than&bras batter byFAs manhole coupling equal to the Johns-Manville Asbestos-Cement -h-11 be ;a uce -9 one 9-me- Qader rhall be conaaady chocked -Ad 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. the"496A appFaval of the PAgi SECTION 7-08.4 IS REVISED AND SUPPLEMENTED AS FOLLOWS: SECTION 7-08.3(2)8 IS SUPPLEMENTED BY ADDING THE FDLLOWING. 7-08.4 Measurement(SA) 7-08.3(2)B, Pipe Laying (RC) Gravel backfi[1 for foundations, or gravel baciM for pipe Checking of the invert elevation of the pipe may be made by zone bedding when used for foundations, shall be measured by the calculations from measurements on the top of the pipe, or by cubic yard, including haul, as specified in 2-M.or by the TON. looking for ponding of 1/2' or less, which indicates a satisfactory Concrete for plugging existing pipes will be measured by the condition. At manholes, when the downstream pipe(s) is of a cubic yard for the volume which would be required to completely Urger size, pipe(s)shall be laidby matching the(eight-tenths)flow fill the pipe for a distance of two diameters. Computation for elevation,unless otherwise approved by the Engineer. corrugated metal pipes will be based on the nominal diameter. All pipe, fittings, etc. shall-be carefully handled and protected:r; Excavation of the trench will be measured as structure against damage, impact shocks, and free fall. All pipe handling excavation Class B or structure excavation Class B including haul, equipment shall be acceptable to the ENGINEER. Pipe shall not by the cubic yard as specified in Section 2-09. When excavation be placed directly on rough ground but shall be supported in a below grade is necessary, excavation will be measured to the limits manner which will protect the pipe against injury whenever stored ordered by the Engineer. at the trench site or elsewhere. No pipe shall be installed where Embankment construction before culvert placement under the the lining or coating show defects that may be harmful as applicable provisions of Section 7-08.3(1)A will be measured in determined by the ENGMEER. Such damaged lining or coating accordance with Section 2-03. shall be repaired, or a new undamaged pipe shall be furnished and Shoring or extra excavation class B will be measured as installed. specified in Section 2-09.4. The CONTRACTOR shall inspect each pipe and fitting prior to installation to insure that there are not damaged portions of the pipe. Any defective, damaged or unsound pipe shall be repaired or replaced. All foreign matter or dirt shall be removed from the interior of the pipe before lowering into position in the trench. Page-SP-33 Revision Date:May 19, 1997 7-10 Trench Exc.,Bedding,and Backfill for Water Mains 7-11 Pipe Installation for Water Mains SECTION 7-08.5 IS REVISED AND SUPPLEMENTED AS 7_11 Pipe pe Installation for Water A4ains 7-08.5 Payment 1 (SA) 7-11.3 Construction Details (RC) Payment will be nude in accordance with Section 1-04.1 for each of the following bid items that are included in the proposal: 7-11.3(4) Laying of Pipe on Curves "Gravel Backfill for Foundations"•per cubic yard,or Ton. "Gravel Backfill for Pipe Zone Bedding", per cubic yard.,___ SECTION 7-II.3(4)A HAS BEEN REVISED AS FOLLOWS..Ton. 7-11.3(4)A Ductile Iron Pipe_RC1 "Commercial Concrete",per cubic yard. Long radius (500feet or more) curves, either horizontal or "Structure Excavation Class B", per cubic yard. vertical, may be laid with standard i b deflecting "Structure Excavation Class B W.Haul", r cubic yard. p y i the joints. If Pe Y 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 structure ezcavadon, dewatering and backfilling shall be incidental can be made by to pipe installation and no further compensation shall be made deflecting the joints with standard lengths of pipe. If shorter 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 If this pay item is not in the contract then it shall be pi Pe joint when pipe is laid on a horizontal or vertical curve shall not exceed one half of I incidental. the manufacturer's printed recommended deflections. 7-10 Trench Exc., Bedding, and Backfill for SECTION 741.3(4)B IS SUPPLEMENTED AS FOLLOWS. Water Mains 7-11.3(4)B Polyvinyl Chloride(PVC)Pi , (P � pe(4 inches and Over) (RC) 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 R� THE TITLE AND TEXT OF SECTION 7-11.3(6) HAS BEEN Measurement of bank run gravel for trench backfill will be by REVISED AS FOLLOWS: the cubic yard measured by the calculation of neat lines based on maximum troth width per Section 2-09.4 or by the ton, in 7-11.30 Laying Ductile Iron Pipe and hltt rags with accordance with Section 1-09. Polyethylene Encasement_Z A%ere rho,7-10.S IS REVISED AND SUPPLEMENTED AS FOLLOWS. , tThe Contractor shall lay ductile iron pipe with a polyethylene encasement. Pipe and polyethylene 7-10.5 Payment R� encasement shall be installed in accordance with AWWA C105. The polyethylene encasement shall also be installed on all ?PPurtenances, such as pipe laterals couplings fittings and valves, with 8 mil. polyethylene plastic in accordance with Section 4-5 of ANSI 21.5 or AWWA C105 The polyethylene wrap shall be tube type and black color. Any damage that occurs to the wrap shall be repaired in accordance Payment for "removal with ANSI/AWWA C105IA21 5-93 and replacement of unsuitable material" will be considered Installation of the polyethylene encasement shall be considered incidental to or calculated under of bid items and no further incidental to the installation of the pipe and no additional payment compensation will be made shall be allowed. 4. "Bank Run°Gravel for Trends Backfill", per cubic yard or ton. 7-11.3(7)A AND 7-II.3(7)B HAVE BEEN DELETED AND The unit cottrac(pric a per cubic yard or ton for "Bank Run REPLACED BY THE FOLLOWING Gravel for Trench Badcfdl" 91311 be full pay for all work to 7-11.3(7) Laying Steel Pipe Q furnish, place; and compact the material in the trench. Also included in the unit contract price is the disposal of excess and Steel pipe shall not be used. unusable material excavated from the trench. SECTION 7-II.3(9)A IS REVISED AND SDPPLBMBNTED AS 6. 'Foundation Material" per ton or cubic yard FOLLOWS. Payment at the unit contract price for "foundation material" shall be full compensation for excavating and disposing of the 7-11.3(9)A Connections to Existing Mains(RC) unsuitable material and replacing with the appropriate foundation The Contractor may be required to perform the connection 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 without specific Water system personnel will operate all valves on the existing system for the contractor when required No work shall r performed on the connections unless a representative of the water department is present to inspect the work. When not stated otherwise in the special provisions or on the plans all connections to existing water mains will be done by City forces as provided below: City Installed connections: Page-SP-34 Revision Date:May 19, 1997 7-11 Pipe Installation for Water Mains 7-11 Pipe Installation for Water Mains Connections to existing piping and tie-ins are indicated on the registering 1 gallon per revolution. The meter shall be approved by drawings. The contractor must verify all existing piping, the Engineer. dimensions, and elevations to assure proper fit. Acceptability of the test will be determined as follows: Connections to the existing water main shall not be made Acceptability of the test will be determined by two factors as without first making the necessary arrangements with the Engineer follows: in advance. 1. The quantity of water lost from the main shall not exceed A two-week advance notice shall be required for each the number of gallons per hour as listed in the following connection which requires a cutting of the existing water mains or a table. shut-down of the existing water trains. The City reserves the right 2. The loss in pressure shall not exceed 5 psi during the 2 hour to re-schedule the connection if the work area is not ready at the test period. scheduled time for the connection. All water used to perform hydrostatic pressure shall be Work shall not be started until all the materials, equipment charged a usage fee. _ and labor necessary to properly complete the work are assembled on site. Allowable leakage per 1000 ft. of pipeline*-in GPH The Contractor shall provide all saw-cutting, removal and disposal of existing surface improvements, excavation, haul and Nominal Pipe Diameter in inches 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 1.27 1.59 1.91 ' 2.55 3.18 3_82 connection by the City. The Contractor shall provide all materials 400 0_90 1_20 1.50 1.80 2_40 33^00 3.60 necessary to install all connections as indicated on the construction 350 0_84 1.12 1.40 1.69 2.25 2.81 3.37 plans including but not limited to the required fittings, couplings, 275 0.75 1_00 1.24 1.49 1_99 2.49 2_99 pipe spools shackle materials to complete the connections. The 250 0.71 0.95 1.19 1.42 1_90 2.37 2.85 Contractor shall provide and install concrete blocking, polywrap 225 0_68 0_90 1.13 1.35 1_80 2_25 2.70 the piping at the connections, backfill and surface restoration at the 200 0.64 0.85 1.06 1.28 1.70 2.12 2.55 locations shown on the plans for the connections to the existing "If the pipeline under test contains sections of various water mains. diameters, the allowable leakage will be the sum of the computed The City will cut the existing main and assemble all materials. leakage for each size. For those diameters or pressures not listed, the formula below shall be used: SECTION 7-11.3(11) IS SUPPLEMENTED AND REVISED AS _ The quantity of water lost from the main shall not exceed the FOLLOWS: number of gallons per hour as determined by the formula 7-11.3(11) Hydrostatic Pressure Test(RC) L-NDFP A hydrant meter and a back flow prevention device will be 7400 used when drawing water from the City system. These may n or obtained from the City by completing the required forms and I- = Allowable leakage,pip eline t h tested making required security deposits. There will be a charge for the N = No.of joints in the length of h pipeline tested water used. Before applying the specified test pressure, air shall D = Nominal ri during of the pipe t inches be expelled completely from the pipe, valves and hydrants. If Jr = Average test pressure during the leakage test,psi 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 Allring the Is Minute 44&t pedod expelled as the line is filled with water. After all the air has been SECTION 7-11.3(12)A SHAD BE REVISED AND expelled the corporation cocks shall be closed and the test SUPPLEMENTED AS FOLLOWS: pressure applied. At the conclusion of the pressure test, the corporation cocks shall be removed and plugged. 7-11.3(12)A Flushing and "Poly-Pig g "(R� The mains shall be filled with water and allowed to stand Sections of pipe to be disinfected shall first be t udWdpoh'- under pressure for a minimum of 24 hours to allow the escape of pigged to remove any solids or_contaminated material that may air and allow the lining of the pipe to absorb water. The State will have become lodged in the pipe.If furnish the water necessary to fill the pipelines for testing Purposes of the the main cannot be "PolY-pigge-d!,-then a tap shall be at a time of day when sufficient quantities of water are available for provided large enough to develop a velocity of at least 2-5 fps in normal system operation. the main. - The test shall be accomplished by pumping the main up to the The 'Poly pig" shall be equal to Girard Industries Aqua- required pressure, stopping the pump for a minimum of two hours, Swab-AS 2lb/cu-ft density foam with 90A durometer urethane and then pumping the main up to the test pressure again. During rubber coating on the rear of the 'Poly-pig" only Tho "Poly-pig" the test, the Section being tested shall be observed to detect any shall be cylinder shaped with bullet nose or squared end_. visible leakage. A clean container shall be used for holding water Where AF), hypogh1w" U for pumping up pressure on the main being tested. This makeup water shall be sterilized by the addition of chlorine to a Dechlorination of all water used for disinfection shall be concentration of 50 mg/1. accomplished in accordance with the City's standard detail. Water The quantity of water required to restore the pressure shall be containing chlorine residual in excess of that carried in the existing accurately determined by either 1)pumping from an open container water system shall not be disposed into the storm drainage sYSteni of suitable size such that accurate volume measurements can be or any water way. made by the Owner or, 2) by pumping through a positive displacement water meter with a sweep unit pumping through a positive displacement water meter with a sweep unit hand t- Page-SP-35 Revision Date:May 19, 1997 7-I1 Pipe Installation for Water Mains 7-11 Pipe Installation for Water Mains SECTION 7-11.3(12)D HAS BEEN DELETED AND REPLACED KITH. Joint restrainer system com ponents: Tiebolt• ASTM A242 2 zinc Plated 7-11.3(12)D Dry Calcium Hypochlorite (RC) galvanized. SST 7:5/8• for 2' and 3' mechanical ' or hot, Dry calcium hypochlorite shall not be placed in thus 4' to 12 mechanical joints ASTM A325 °� 3/4' for 1111 laid. stren of threaded section shall be increased D exec t tensile lbs. minimum for 5/8" and 60 000 lbs. minimum fo 3/4", . 40 ppp SECTION 7-11.3(12)K HAS BEEN REVISED AS FOLLOWS. treatin enchin and rein rin to manufactures heat 7-11.3(12)K Retention Period (RC) hardness ifications. SST 753: 3/4' for•14 t reheat and Treated water shall be retained in the pipe at least 24 hours Dints. same ASTlv1 ification as S3/4" ST 7. SST 77; ecfiamcal but no lone than 48 hours. After this period, the chlorine residual SST 7 except 1" e e for 7/8" rod. same A same as SST at pipe extremities and at other representative points shall be at 7. STM tficatioa as least 25 mg/l. Tienut: heavy hex nut for each tiebolt: SS8: 5/8" and or zinc plated. S8: 5/8'and 3/4' ASTM A563 grade C3 3 SECTION 7-II.3(12)N HAS BEEN REVISED AS FOLLOWS. ASDI A563, grade A zinc plated or hot dip galvanized 7-11.3(12)N Final Flushing and Testing (RC) Tiecou lin : used to extend continuous threaded rods Before placing the line; into service,a satisfactory report shall Provided with a center stop to aid installation zinc grid are be received from the local or State health department or an laced or hot galvanized SS10. for 5/8 and 3/4" heretic err.. . . approved testing lab on samples collected from representative grade C3 S10 for 5/8 and 3/4 Uerods ASTM .�. "JO' points in the new---system. Samples will be collected and A563 grade A Tierod. continuous threaded rod for cuttin to desired I bacteriological tests obtained by the Engineer. zinc plated or hot-dip galvanized SS12 5/8" and 3i4• djar SECTION 7-11.3(I3) HAS BEEN SUPPLEMENTED BY ASTM A242 2 ANSI B1.1. S12: 5/8' and 3/4" diameter ADDING THE FOLLOWING; AM A36,A307. Tiewasher. round flat washers zinc laced or hot-di 7-11.3(13) Concrete Thrust Blocking and Dead-Man galvanized- SS17:ASTM A242 F436 S17 ANSI BI8 22 1 Block(RC) Instal_ 1=aon: Provide concrete blockin at all h drams fittin s and Install the joint restraint system in accordance with the horizontal or vertical an le ints. Conform to The Ci of Renton manufactures instructions so all Dints are in call locked standard details for eneral blockin and vertical blocks herein, to ether to revent .Writ ration. Tiebolts shall be installed All fittings to be blocked shall be wrapped with g mil polyethylene pull against the mechanical joint body and not the MJ follower. plastic. Concrete biockmg Sul be properly formed with plywood Torque nuts at 75-90 foot pounds for 3/4'nuts Install tiecoupl' s or other acceptable forming materials and shall not be poured with both rods threaded equal distance into tiecou lin s. Arran e around mints. The forms shall be stripped prior to backfill' tie ro is symmetricaliy around the pipe Joint restraint(shackle rods) where required shall be installed in accordance with section 7-11 3(15) Provide concrete dead-man blocks at locations shown on the plans. The dead-man block shall include reinforcing steels shackle P�Diameter Number of 3/4" rods,tnstallanon and removal of formwork Tie Rods Acquired _Blocking shall be commercial concrete tha_nd mixes 4' _- is not allowed)and concrete 2 I SECTION 7-11.3(15)IS A NEW ADDITIONAL SECTION.. " 3 7-I- 1`3(15 Joint Restraint Systems (RC' N 12" .6 General: 14' 8 Where shown on the-plans or in the ifications or required b 16• •8 the engineer, joint restraint system (shackle rods 18• .. .8 shall be used all . joint restraint materials used shall be �• 10 those manufactured by star national products 1323 holly avenue PO box 258 24 ..................................14 Columbus Ohio 43216. unless an equal alternate 36•......•.. (16-7/8"rods) en � approved in writing by the 36 S ULE ......................... (24-7/8"rods) Materials: Steel types used shall be: High strength low-alloy steel(cor-ten) ASTM A342 heat treated,superstar "SST.series Where a manufactures mechanical joint valve or fittin is High strength low-alloy ueel(cor-ten) ASTM A242 superstar supplied with slots for 'T" bolts instead of holes a flanged valve 'SS'series• with a flange by mechanical mint adapter shall be used instead so Items to be galvanized are to meet the following rnVjrements M to provide adequate space for locatin the tiebolts ASTM Al 53 for alvanizine iron and steel hardware Where a continuous run of pipe is required to be restriun ASTM A123 for galvanizing rolled and forged steel no run of restrained pipe shall be greater than 60 feu in length s-lanes between fittings. Insert long body solid sleeves as required on longer runs to keep tierod lerigths to the 60 foot maximum. Pipe used in continuously restrained runs chap be mechanical joint pipe and tiebolts shall be instailleit as rod guides at each joint. Page-SP-36 Revision Date:May 19, 1997 7-12 Valves for Water Mains 7-12 Valves for Water Mains Where poly wrapping is required all tiebolts tienuts 7-12 Valves for Water Mains tiecouplings, tierods, and tiewashers, shall be galvanized. All disturbed sections will be painted, to the inspectors satisfaction SECTION 7-12.02 HAS BEEN REVISED AS FOLLOWS. with koppers bitomastic no. 300-m, or approved equal. Where poly wrapping is not required all tiebolts tienuts SECTION 7-12.3(1)HAS BEEN REVISED AS FOLLOWS. tiecouplings, tierods and tiewashers may be galvanized as specified in the preceding paragraph or plain and painted in the entirety with 7-123(1) Installation of Valve Marker Post koppers bitumastic no. 800-m, or approved equal. Where required, a valve marker post shall be furnished and Tiebolts, tienuts, tiecouplings, tierods, and tiewashers shall be installed with each valve. Valve marker posts shall be placed at the considered incidental to installation of the pipe and no additional edge of the right-of-way opposite the valve and be set with payment shall be made. 18 inches of the post exposed above grade. U" +q""-ot SECTION 7-11.4 HAS BEEN SUPPLEMENTED AS FOLLOWS: 7-11.4 Measurement (RC) stanWe" With binck P-ing GA the face Measurement for payment of concrete thrust blocking and dead-man blocks will be per cubic-yard when these items are SECTION 7-12.3(2)IS A NEW SECTION: included as separate pay items. If not included as separate pay items in the contract, then thrust blocking and dead-man blocks 7-12.3(2) Adjust F.idst Valve Box to Grade Q shall be considered incidental to the installation of the water main Valve boxes shall be adjusted to grade in the same manner as and no further compensation shall be trade. for manholes, as detailed in Section 7-05.3(1) of the Renton 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 SECTION 7-11.5 HAS BEEN REVISED AS FOLLOWS: final finished grades. The final installation shall be made in accordance with the applicable portions of Section 7-12. 7-11.5 Payment (RC) In the event that the existing valve box is plugged or blocked with debris, the Contractor shall use whatever means necessary to '__Pipe for Water Main and Fittings_In. Diam.', per lineal foot. remove such debris, leaving the valve installation in a fully operable condition. The unit contract price per linear foot for each size and kind The valve box shall be set to an elevation tolerance of one- of'_Pipe for Water Main_In Diam." shall be full pay for fourth inch(1/4")to one-half inch(1/2')below finished grade. all work to complete the installation of the water main including but not limited to trench excavating, bedding, laying and jointing SECTION 7-12.4 IS SUPPLEMENTED BY ADDING THE pipe and fittings, backfilling, concrete thrust blocking, installation FOLLOWING: of polyethylene wrap, cleaning by poly-pigs, vertical crosses for 7_12.4 Measurement insertion and removal of poly-pigs, temporary thrust blocks and blow-off assemblies, testing, flushing, disinfecting the pipeline Adjustment of existing valve boxes to grade shall be measured shackle. rods, abandoning and capping existing water mains, per each, if included as a separate pay item in the Contract; if not a removing miscellaneous pipes, removing and salvaging existing separate pay item but required to complete the work, then value 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 hydra_nt assembly and will not be included in this rd- measurement item. The unit contract price bid for 'Concrete Thrust Blocking and Dead-Man Block" Shall be for the complete cost of labor, SECTION 7-12.5 IS DELETED AND REPLACED WITH THE materials, equipment for the installation of the concrete thrust FOLLOWING: blocks and dead- man blocks, including but not limited to "Gate Valve from 4 inch to 10 inch in diameter and Valve excavation, dewatering, haul and disposal of unsuitable materials, Box," per each. concrete, reinforcing steel, shackle rods and formwork. If this The unit contract price per each for the valve of the specified item is not included in the contract schedule of prices then thrust size shall be full pay for all labor, equipment and material to blocking and dead-man blocks shall be considered incidental to the furnish and install the valve complete in place on the water main, installation of the pipe and no further compensation shall be made. including trenching iointing blocking of valve Pdg. "Connection to Existing Water Mains", per each. disinfecting hydrostatic testing, cast-iron valve box and extensions The unit contract price per each connection to existing water as required valve nut extensions adjustment to final grade. mains shall be for complete compensation for all equipment, labor, "12 inch Gate Valve and Concrete Vault,' per each. materials required for the connections to the existing water mains. The unit contract price per each for the 12"gate valve assembly, shall be full pay for all labor, equipment and material to furnish and install the valve complete in place on the water main- including trenching jointing, blocking of valve by-Pass assembly, cast-iron casting and cover, ladder rung concrete risers as required, adjustment to final grade. "16 inch and larger Butterfly Valve and Concrete Vault,"lxr each. Page-SP-37 Revision Date:May 19, 1997 7-14 Hydrants 7-14 Hydrants The unit contract price per each for the 16' and larger cast iron valve box and cover, 3/4' shackle rods and accessories butterfly valve assembly, shall be full pay for all labor equipment concrete blocks and two concrete sts oral if h drams are and material to furnish and install the valve complete in lace on outside right-of--way) the water main including trenching jointing blocking of valveL Joint amtin , disinfecting hydrostatic testing concrete vault cast-iron with Section 7-11.305) le Rods) shat( be installed ;� , , alrCe c+�u casting and cover, ladder, concrete risers as required adjustment 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 shall be for all labor, equipment and material to complete the 7-14.3(3) Resetting Misting Hydrants installation of the assembly per the City of Renton Water Standard This work shall conform to Section 7-14.3(1). All hydrants w Detail,latest revision shall be rebuilt to the a royal of the Ci or replaced with "Air-Release/Air-Vacuum Valve Assembl per each. hydrant). All rubber gaskets shall be replaced with new as— ke The unit contract price per for air-release/air vacuum valve the required for a new installation of the same r assembly shall be for all labor, equipment and material to SECTION 7-14.3(4) IS SUPPLEMENTED BY ADDING complete the installation of the assembly including but not limited FOLLOWING: THE to, excavating, tappin g the main laying and jointing the pipe and fittings and appurtenances backfilhng testing flushing and 7-14.3(4) Moving disinfection meter box and cover, at location shown on the tans All hydrants shall be gtopprov the City(or and per City of Renton Standard Detail latest revision replaced with a new hydrand. All rubber gaskets shall Ih replaced Adjust Existing Valve Box to Grade(RC),* per each with new The contract bid gaskets of the price for 'Adjust Existing Valve Box to type, type required for a new installation of the Grade" above shall be full coin ation for all labor material tools and equipment necessary to satisfactorily complete the work SECTION 7-14.5 IS REVISED AS FOLLOWS. as defined m the Contract Documents; juding all incidental work. If not included as a separate pay item in the Contract,but 7'14.5 Payment R� 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: and no futher.compensation shall be made "Hydrant Assembly'.per each. The unit contract price per each for"Hydrant Assembly"shall be full pay for all work to fumish and install fire hydrant Place on !he watc; Main Licht- assemblies, including ail costs for auxiliary gate valve, shackles, dic41boctine, hydro 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 shat( be considered incidental and no additional payment shall be made T 7-14 Hydrants orwept1he pipe comactipg fh� 1434F4"t 40 the main will be paid fQr. -6 specifled "4"a"4744.4. 7-14.3 Construction Details "Resetting Existing Hydrants",per each. The unit contract price per each for "Resetting Existing I SECTION 7-14.3(1) IS REVISED AND SUPPLEMENTED AS ydrant" shall full pay for all work to reset the existing FOLLOWS: hydrant, including rebuilding(or replacement with a new hydrant) shackling, blocking, painting, and guard posts and reconnecting to 7-14.3(1) Setting Hydrants Q the main.The new pipe connecting the hydtart to the main shall be 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 eaatwo 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 a burlap or plastic bag approved by the Engine. per HY s per each. The unit Hydrants shall be installed in ce accordan with AWWA Hydrant" shall be full pay price per each all workf to or 'Moving Existing move the existing specifications C600-93 Sections 3.7 and 3.8.1 and the City of hydrant, including new tee, rebuilding (or replacement with a new t Renton standard details. Hydrant and guard posts shall be painted h Brant) shackling, blocking, painting, and guard posts and m accordance with the water standard detail. U n coin letion of reconnecting to the main. The new pipe connecting the hydrant to the proiect, all fire hydrants stall be painted to The Cjty of Renton the main sta ecifications and guard ll be considered incidental and no additional payment ssP posts painted with two coats of shall be made preservative paint NO 43-655 safety yellow or approved equal ^ Fire hydrants shall be of such length as to be suitable for be incidental [o the contract_Guard posts, shown on the plans shall installation with connections to 6" 8' AND 10' in in trenches 3 - 1/2 feet deep unless otherwise specified 'Ilse hydrant shall be desiened for a 4-1/2 foot birtal where 12" and larger pipe is shown unless otherwise noted on the plan Fire hydrant assembly shall include: cast-iron or ductile iron tee(MJ x FL) 6 gate valve(FL.x MJ) 6" DI spool (PE x PE) 5 1/4 MVO fire hydrant (MJ connection) 4' x 5' Story adapter, t- Page-SP-38 Revision Date:May 19, 1997 7-15 Service Connections 7-17 Sanitary Sewers 7-15 Service Connections SECTION 7-17.3(2)H IS SUPPLEMENTED BY ADDING THE FOLLOWING: SECTION 7-15.3 IS SUPPLEMENTED AS FOLLOWS: 7-17.3(2)H Television Inspection(RRQ Once the television inspection has been completed the 7-15.3 Construction Details (RC) contractor shall submit To the Engineer the written reports of the Pipe materials used to extend or replace existing water service inspection plus the video tapes. Said video tapes are to be in color lines shalt be copper. and compatible with the City's viewing and recording systems The Where instalation is in existing paved streets, the service lines City system accepts 1/2' wide high density VHS Tapes The tapes shall be installed by a trenchless percussion and impact method will be run at standard speed SP(15/16 I.P.S.). (hoe-hogging). If the trenchless percussion and impact method SECTION 7-17.4 IS REVISED AND SUPPLEMENTED AS fails regular open trench methods may be used. FOLLOWS: SECTION 7-15.5 IS SUPPLEMENTED AS FOLLOWS: 7-17.4 Measurement CC The length of sewer pipe will be the number of linear feet of 7-15.5 Payment (RC) completed installation measured along the invert and will include Payment will be made in accordance with Section 1-04.1, for the length through elbows, tees and fittings. The number of linear the following bid item when it is included in the proposal: feet will be measured from the center of manhole to center of "Service Connection_In. Diam. per each. manhole or to the inside face of catch basins and similar type The unit contract price per each for "Service Connection structures. In. Diam." shall be full pay for all work to install the service The length of testing sewer pipe in conformance with connection, including but not limited to, excavating, or (hoe- Section 7-17.3(2) will be the number of linear feet of completed hogging), tapping the train,laying and jointing the pipe and fittings installation actually tested. l and appurtenances, backfilling, testing, flushing, and disinfection Measurement of 'Bank Run Gravel for Trench Bacldill of the service connection. Sewer" will be determined by the cubic yard in place,measured by the neat line dimensions shown in the Plans, or by the Ton on truck 7-17 Sanitary Sewers tickets' SECTION 7-17.5 IS REVISED AND SUPPLEMENTED AS SECTION 7-17.2 HAS BEEN REVISED AS FOLLOWS: FOLLOWS: 7-17.5 Payment Q 7-17.2 Materials_RCQ(SA) Payment will be made in accordance with Section 144.1, for Pipe used for sanitary sewers may be: each of the following bid items that are included in the proposal: Rigid Flexible "Plain Conc. or, 11 C ewer Pipe _ In. Diam.". per linear Concrete ADS-C.emposits foot. 34 itrif+ed_Clay PVC(Polyvinyl Chloride) "Cl. _ Reinf. Conc. Sewer Pipe_ In. Diam.", per linear Ductile Iron foot. Materials shall meet the requirements of the following "PVC Sanitary Sewer Pipe_In. Diam.", per linear foot. sections. "Ductile Iron Sewer Pipe In. Diam.",per linear foot. Plain Concrete Storm Sewer Pipe 9-05.7(1) ADS Ggmpocite Sewer.Pipe_ " lin Reinforced Concrete Storm Sewer Pipe 9-05.7(2) The unit contract price per ear foot for sewer pipe of the U;Ui isd Clay-SaWer pips 0059 kind and size specified shall be full pay for furnishing,hauling,and PVC Sanitary Sewer Pipe 9-05.12(1) assembling in place the completed installation including all wyes. Ductile Iron Sewer Pipe 9-05.13 tees, special fittings, joint materials, bedding material. and ADS carapoGite Sower-Rips 005.14 adjustment of inverts to manholes for the completion of the installation to the required lines and grades. All pipe shall be clearly marked with type, class. and "Testing Sewer Pipe".per linear foot. thickness. Lettering shall be legible and permanent under normal The unit contract price per linear foot for "Testing Sewer conditions of handling and storage. Pipe" shall be full pay for all labor, material and equipment required to conduct the leakage tests required in Section 7-17.3(2). SECTION 7-17.3(1) IS SUPPLEMENTED BY ADDING THE If no unit price for "Testing Sewer Pipe" is included it shall be FOLLOWING: considered incidental to the pipe icons. — 7-17.3(1) Protection of Existing Sewerage Facilities "Removal and Replacement of Unsuitable Material RC cubic yard. The unit contract price per cubic yard for "Removal and When extending an existing sewer, the downstream system a shall be protected from construction debris by placing a screen or Replacement of Unsuitable Material" shall be full pay for all work trap in the first existing manhole downstream of the connection. It to remove unsuitable material and replace and compact suitable material as specified in Section 7-08.3(1)A. shall be the contractor's responsibility to maintain this screen or " cubic trap until the new system is placed in service and then to remove it. "Bank Run Gravel for Trench Barkfill Sewer', Yard Any construction debris which enter the existing downstream ,or Ton. The unit contract price per cubic yard. or Ton for"Bank Run system shall be removed by the contractor at his expense, and to Gravel for Trench Backfnll Sewer"shall be full pay for all work to the satisfaction of the Engineer. When the first manhole is set, it's furnish, place, and compact material in the trench. outlet shall be plugged until acceptance by the Engineer. "Television Inspection", per Lump Stun. Page-SP-39 Revision Date:May 19, 1997 "9 Raised Pavement Markers 8-14 Cement Concrete Sidewalks Division 8 SECTION 8-13.5 IS SUPPLEMENTED BY ADDING TH Miscellaneous Construction FOLLOWING: E 8-13.5 Payment 8-09 'Reset Existine Monument"per each Raised Pavement Markers Resetting an existing monument impacted b cons be incidental unless included as a a item fA tructron shall SECTION 8-09.5 HAS BEEN REVISED AS FOLLOWS: Prices_ the Schedule of 8-09.5 Payment (RC) (SA) Payment will be made for each of the following bid items that 8-14 Cement Concrete Sidewalks are included in the proposal: SECTION 8-14.3(4) IS SUPPLEME "Raised Pavement Marker Type I",per eachhuadsed. FOLLOWING: NTED BY ADDING THE "Raised Pavement Marker Type 2",per eactihuadr�, "Raised Pavement Marker Type 3- ln.», per 8-14.3(4) Curing(RCl � � The Contractor shall have readily available Recessed Pavement Marker per ea t rotective covering,such as wale roof a sufficient The unit contract price per eachlwad"d for"Raised Pavement to cover the of an entire 'day in the event of is membrane Marker Type 1". "Raiff Pavement Marker Type 2", and "Raised unsuitable weather, rain or other Pavement Marker Type 3- In." and "Recessed Pavement The Contractor shall be r Marker-shall be full-.pay for 211 labor, materials, and u' atrollin or otherwise nsible for barricadin necessary for furnishing and installing he equipment rotectin newl laced concrete. with these S 8 markers in accordance Varna ed vandalized or unsi htl concrete shall be removed and excep;pecifications including all cost involved with traffic replaced at the emu of the Contractor control control unless traffic SECTION 8-14.4 IS SUPP contract as a se crate listed in the FOLLOWING: LEMENTED BY ADDING THE pay item. 8-10 Guide Posts 8-14.4 Measurement (RC) When the contract contains a pay.item for 'Curb Ram Cement Concrete ' the Per each measurement shall include all 8-13 Monument Cases costs for the coin lete installation the lens and standard details it►cludina expansion joint material curb and Butter and ramped SECTION 8-13.1 IS REVISED AND SUPP sidewalk section. Sawcuttm removal and di sal of excavated FOLLOWS: LEMENTED AS materials includi existin Pavement and sidewalk crushed surfacigg base materials and all other work 8-13.1 DCSCrjption (RC) equipment required per Section 8-14 shall be includmaterials e per This work shall consist ofd pie for Curb Ramp Cement Concrete' uNess a of these furn'�ng and Placing monument other items are listed ands ified to be id as se aisle cases and covers, in accordance with the Standard Plans and these items. Day Specifications, in conformity with the lines and locations f the contract does not rovide a item for "Curb Ram the Plans or as staked b the °QS shown in Y Engineer or by the Contractor Cement Concrete ' but the lans call for strap irutallatio then supplied surveyor. quantities shall be measured with and paid for under the bid items SECTION 8-13.3 IS REVISED AND SUPPLEMENTED for Curb and Gutter and for Cement Concrete Sidewalk. 'When FOLLOWS: curb ramps are to be shall constructed of asphalt concrete the payment be included in the a item for "Miscellaneous and/or 8-13.3 y Cortstrucxion R ulrements Driveway asphalt Concrete • The monument will be furnished and set by the SECTION 8-14.5 IS SUPPLEMENTED BY ADDING THE i the Contractor supplied surveyor Engineer or by FOLLOWING: When existin¢ monuments will be Contractor shall be ' by a erolect the 8-14.5 Payment(RC) nsn for a tt surveyor references the ezistintt monuments prior to construction "Curb Ramp Cement Concrete " ^^r each After construction is coin lete the monuments shall be re- Payment for excavation of material not related to the .established b the sury or in accordance with RCW58.09.130. construction of the sidewalk but necessary before the sidewalk can SECTION 8-13.4 IS SUPPLEMENTED BY ADDING THE be placed, when and if shown in the Plans, will be made in FOLLOWING: accordance with the provisions of Section 2-03. Otherwise, the 8-13.4 Measurement Contractor shall make all excavations including haul and disposal regardless of the depth required for constructing the sidewalk to the All costs for survey i lines and grades shown, and shall include all costs thereof in the and resetti existin monuments unit contract price per square yard for "Cement Coat. Sidewalk 2 clad l contrificaln shall be incidental and the per each contract price for Curb oontraa unless s ificall called out to considered , m the Rar11P Cement COncrete " t- Page-SP-40 Revision Date.May 19, 1997 8-17 Impact Attenuator Systems 8-20 Illumination,Traffic Signal Systems,and Electrical 8-17 Impact Attenuator Systems City reserves the right to make additions or deletions to the trench which prove necessary for the completion of the project THE STATE AMENDMENT TO SECTION 8-17 IS The minimum width for the trench will be at the op tion of the SUPPLEMENTED BY THE FOLLOWING: contractor. Trench width will however, be of sufficient size so that all of the necessary conduit can be installed within the deaths 8-17.5 Payment RC specified while maintaining the minimum cover, Trench_back-fill material in roadway and sidewalk areas shall If no pay item is included for temporarey impact attenuators be compacted to 95% of the material's maximum density nPr then all costs to provide and install shall be considered a part of the Section 2-03.3(14)D. pay item for 'Traffic Control.' SECTION 8-20.3(4)HAS BEEN REVISED AS FOLLOWS: 8-20 Illumination, Traffic Signal Systems, 8.20.3(4) Foundations (RC) and Electrical 8-20.2 Materials 02 3(14)CWhere obstructions prevent construction of planned SECTION 8-20.2(1)HAS BEEN SUPPLEMENTED WITH THE foundations, the Contractor shall Construct an effective foundation FOLLOWING: satisfactory to the Engineer. 8-20.2(1) Equipment List and Drawings(RC) The Contractor shall submit for approval six sets of shop gr. �r drawings for each of the following types of standards called for on The contractor shall provide all material for and construct the this project: foundations for and to the dimensions specified in table 1 below. 1. Light standards with or without pre-approved plans. The anchor bolts shall match that of the device to be installed 2. Signal standards with or without pre-approved plans. thereon 3. Combination Signal and lighting standards. All excess materials are to be removed from the foundation 4. Metal Strain Poles. construction site and disposed of at the contractor's expense. Concrete shall be placed against undisturbed earth if_possible. Disturbed earth or backfill material shall be compacted to 95 percent of the material's maximum density. Before placing the The Contractor also shall submit either on the signal standard concrete the contractor shall block-out around Ea other shop drawings or attached to the signal standard shop drawings all underground utilities that lie in the excavated base so that the dimensions to clearly show the specific mast arm mounting height concrete will not adhere to the utility line. Concrete foundations and signal tenon locations for each signal pole to be installed. shall be troweled, brushed, edged and fmished in a workmanship- like manner. Concrete shall be promptly cleaned from the exposed SECTION 8-20.3(2) HAS BEEN SUPPLEMENTED BY portion of the anchor bolts and conduit after placement. ADDING THE FOLLOWING: Foundation shall all be Class 3000 concrete. After the specified curing period, the contractor may install the applicable device 8-20.3(2) Excavating and Iiackfillittg1RQ thereon. The contractor shall supply trench within the tmit widths and to the specified depths at the locations indicated on the contract Table 1 plans or as directed by the engineer. The Coruractor shall have approved compaction equipment on Type of device Dimensions site before beginning any excavation: compaction shall be Street Light Pole 4'Deep x 3' Sg or Dia. performed at the time of the initial backfilling of the trench unless Signal Pole up to 40'mast arm 7'Deep x 3'Sq or Dia. directed otherwise by the engineer. Signal Controller See Detail Sheet Trenching for conduit runs shall be done in a neat manner Street Light Control Cabinet See DetaH Sheet with the trench bottom graded to provide a uniform grade. No Special Base See Detail Sheet work shall be covered until it has been examined by the engineer. backfill material used for fill around and over this conduit system shall be free of rocks greater than two inches in diameter to a depth All concrete foundations shall be constructed in the manner of six inches above the conduit. specified below: Trench within the roadway area shall use select trench backfill 1. Where sidewalk or raised islands arc to be constructed as a which shall consist of 5/8th inch minus crushed surfacing top part of this project, the top of the foundation shall be made course or other material as indicated in the special provisions or flush with the top of the sidewalk or island. (See detail schedule of prices and directed for use by the engineer. The source sheet and quality of the material shall be sub ied to approval by the 2 Where no sidewalks are to be installed,the grade for the top engineer. Trench backfill within the sidewalk area shall be made of the foundation shall be as specified by the engineer.(See with acceptable materials from the excavation subject to the detail sheet Engineer's approval of the material and shall be considered a All concrete foundations shall be located as Per stati oning on necessary part and incidental to the excavation in accordance with the plans or as located by the engineer in the field. the standard specifications. Unsuitable material shall be removed and backfill shall be select material approved by tl:e Engineer. The Page-SP-41 Revision Date:May 19, 1997 B-20 Illumination,Traffic Signal Systems,and Electrical 8-20 Illumination,Traffic Signal Systems,and Electrical SECTION 8-20.3(5) IS REVISED AND SUPPLEMENTED AS FOLLOWS: Pull Wires Shall be installed. All conduit shall be rigid non-metallic unless noted i 8'20.3($) Conduit (RC) in the Plans or Special Provisions otherwise All conduit C nin s shall be fitted with a roved bellends or lecatierhs: Bushin s. Wall thickness of conduit shall be consistent within continuous conduit runs with no mixin of different schedule between terminations. 3 All The contractor shall provide and instal! all conduit and box. necessary fittin s at the locations noted on the Tans. Conduit size shall be as indicated on the whin and conduit schedule shown on Tans. tic aitilities. Hug Conduit to be Provided and installed shall be of the indicated below: 7 44 !. Schedule 40 hea watt .v.c. Conformin to ASTM standards shall be used whenever the conduit is to be laced other than within the roadway area 2. Schedule 80 extra heayy wall .v-c. Conform'n to ASTM standards shall be used when the conduit is to be laced within the roadway area All Joints shall be made with strict , ho uhe manufacturers recommendations re ardor cement environmental conditions. usM and of the i1cl GGIAduil; SECTION 8-20.3(6)IS SUPPLEMENTED BY ADDING THE FOLLO1VING: 8-20.30 Junction Boxes All mall), The contractor shall rovide and install 'unction boxes of the type and size at the locations specified in the plans and as per detail sheets. indThe inscription on the covers of all junction boxes shall be as icated below: 1. Street lighting oNy "Lightino• 2. Signal only "Signals" 3. Traffic signal and street lighting: "TS-LT" 4. Telemetry only "Telemetry" Insert ttons on jtu>ction boxes performi a the same fwxxion i.e. street hghting. traffic srgna! or both shall be consistent throughout the project All ttmction boxes shall be installed in Al conformance with provisions contained in the standard plans and detail sheets. The unit contract price per each for 'Type I" or "Type II" unction box shall be full compensation for furnishing same and for all costs of labor material, tools and 2M jggM necossay to rovide and rrLStall the tunction boxes including excavation balling and comtuction all in aec-rdm= with plans If allowed in the-21ans or if obstructions are enc(tmtertid in specifications and detail sleets jacking or drilling operations, the Contractor will be allowed to All function boxes shall have galvanized steel Me and frames install conduits by open trenching• Open trench construction shall All on boxes and associated eo ds shall be j conform to the following: installed on com cacti sub grade which shall include six befies of 1. The pavement shall be sawcut a minimum of 3 inches 5/8th-inch minus crusted surfacing top course tnateritl installed deep. The cuts shall be parallel to each other and extend Z-fast.o per and around the base of the iurxxion box. Cottctetb slrall bt: 1 foot beyond the edge of the trench. promptly cleaned from the function box frame and lid 2. Pavement shall be removed in an approved manner. The unit contract price per Junction box shall include 3. Trench depth shall provide 24 inches minimum cover installation of 5/8th-inch minus crushed surfacing too course and a over conduits below the roadbed and 18 inches below finished 4" thick Class "B" cement concrete pad enclosing the` ction box grade in all other areas.. as per the plans specifications and detail sheets Installation of the crushed surfacing and the concrete pad shall be incidental to the Unit price per function box and no further compensation will be 5. Trenches located within paved roadway areas shall be made unless the contract includes separate pay items for •crushed restored r the Penton Standard Detail.back€iitod-wisp�, surfacing and/or for"concrete pad." .441 1161iiii;: at At►-•felleuwd t- Page-SP-42 Revision Date:May 19, 1997 8-20 Illumination,Traffic Signal Systems,and Electrical 8-20 Illumination,Traffic Signal Systems,and Electrical SECTION 8-20.3(9) IS REVISED AND SUPPLEMENTED AS Upon request of the Contractor, the Engineer will make the FOLLOWS. necessary arrangements with the serving utility to complete the service connections. Electrical energy used prior to completion of 8-20.3(9) Bonding, Grounding (RC) the contract will be charged to the Contractor, except that the cost of energy used for public benefit, when such operation is ordered by the Engineer, will be borne by the Siata Cit . Three types of power service are used as indicated below: 1. Type I system shall be single phase 120 volt, 2 wire 60 cock A.C.(traffic signal service only) 2. Type 11, system shall be single phase 240 volt,2 wire 60 cycle A.C. (street lighting non contactor, individual controlled photo-cell with no neutral wire) 3. Type III system shall be single phase 120240 volt, 3 wire 60 cycle A.C. (street lighting-contactor/traffic signal grounded neutral service) alan be Gized by ths Facing of the The power service point shall be as noted on the plans and shall be verified by the electrical servicing utility. Identification of the equipment grounding conductor shall The service cabinet shall be marked with the service conform to all Code requirements. agreement letters and numbers. The markings shall be installed on Grounding of conduit and neutral at the service point shall be the outside cabinet door near the top of the cabinet. The markings accomplished as required under the Code. Grounding of the neutral shall be series C using stencils and black enamel alkyd gloss paint shall be accomplished only at the service. conforming to Federal Specification TT-FA89. SECTION 8-20.3(11) IS REVISED AND SUPPLEMENTED AS FOLLOWS. " 8-20.3(11) Field Test (RQ ;M&.Va of 6 fCC& apW4 ThC fi;" rCR,;GC 8F.Girnel r.GA Ghall be -11 to= have been Gomplated to;traffic signal syae;m ac "-.#@ for Ghqngipig agin flashing to G&GP "a" go Qpamgio All street light standards, signal poles and other standards on No change to stop and go operation will be allowed after 2 p.m.on which electrical equipment is mounted shall be grounded to a any day nor will the change be allowed on Friday, weekends, copper clad metallic ground rod 5/8" in diameter x 8'0" in length holidays,or the day preceding a holiday. complete with a 18 AWG bare copper bonding strap located in die nearest junction box. All signal controller cabinets and 1 Requests for traffic signal turn on will not be considered until a signalAighting service cabinets shall be grounded to a 5/8" in pre-turn on inspection of signal system has taken place. diameter x 8'0" in length copper clad metallic ground rod located 2. All discrepancies and deficiencies must be corrected by the in the nearest junction box with a bare copper bonding strap sized contractor and re-inspected prior to requesting signal tum on in accordance with the plans,specifications and applicable codes. date. Ground rods are considered miscellaneous items and all costs 3 Requests for signal turn on shall not be considered tmtil are to be included with the system or conductors. Ground straps : electrical service to the intersection has been provided and has are also miscellaneous items unless a separate pay item is provided been energized by the electric utility. in the "Schedule of prices." 4 A minimum of three (3) working days notice will be required for signal turn on. SEC77ON 8-20.3(10)IS REVISED AND SUPPLEMENTED AS 5 Channelization at the intersection must be complete per,plan FOLLOWS: before requesting signal turn on date., Any deletions of channelization prior to turn on must be approved by die 8-20.3(10) Service(RC) engineer. Power sources shown in the Plans are approximate only;exact 6 City forces shall provide post and maintain proper si in location will be determined in the field. warning of new signal ahead. 8-20.3(13) Illumination Systems SECTION 820.3(13)A IS REVISED AND SUPPLEMENTED AS FOLLOWS. 8-20.3(13)A Light Standards(RQ (SA) assembly Revision Dale:May 19, 1997 8-20 Illumination,Traffic Signal Systems,and Electrical M 8-20 Illumination,Traffic Signal Systems,and Electrical ,,.y .-A 04 the!GP afthe b-togn All_p2les and davit amts shall be deli tied to luminaire weight of 50 lbs. or more and to withstand rt a caused by wind loads of 85 m.p h with gust factor of c All ales shall maintain a minimum saftY factor of 4.38 3. Anchor bolts on ield stren of wci t load and 2.33 s.i. for bas' .s.i, shall extend through the top heavy hex nut two is wind full threads. ressure. Davit Arms: The davit style arm shall incorporate a 5'9" radius bend as measured from the centerline of the shaft, The outer Portion of or..Mill 2 Foment, in two the arm shall be nearly horizontal to +2' above horizontal and shall be furnished with a 2" diameter stet fitter with a maximum the two length of 8 inches to fit the luminaire specified The le aid of the davit arm tube shall be fastened securel to the to of the shaft pla's shall be s;Agoth producing a flush joint with an even rofil e who egulaa tries. Anchor Base: 6. Anchor bolts damaged after the foundation concrete is laced l!one piece anchor base of adequate strenert, sh placed shall be secured to the lower end of the shaft so that die hue shall not be repaired by bending or welding. The Contractor's shall be capable of resisting at its yield point the bendin repair procedure is to be submitted to the Engineer for of the shaft at its field int. The base shall be roviden wt's four approval prior to making any repairs. The procedure is to slott ed or round holes to receive the anchor bolts Nut covers shall include removing the damaged portion of the anchor bolt, _ cutting threads �n the undamaged be Provided with each pole g portion to remain. the Anchor Bolts: installation of an approved threaded sleeve nut and stud, and repairing the foundation with a Fair steel anchor bolts each fixed with two hexnuts and epoxy concrete repair. two washers shall be furnished with the (e. Anchor bolts shall 7. The grout pad shall not extend above the elevation of the bottom of the slip base. meet requirements of Section 9-06 SC3) and 9-06 S(4� The chor bolt yndd point shall be Capable of resistin th g e bending installed plumb. f 1 degree. an moment of the pole shaft at its yield at Staiidzrd-RI-Mil The contractor shall assure that all anchor bolts conform to the recommended ASIM Specifications of the le manufacturer and 1:11ill to the 1:1,116,Oro tikul"Mid shall secure and submit to the Ci fora royal all manufacturer -At wixostill data on pole bending moment anchor bolt fabri cation data. test results and any other data that tnav be required to confirm that the anchor bolts meet these specifications Miscellaneous Hardware: All hardware (bolts nuts screws washers etc) receded tGUAdation. At 'Raw Irolindationg, she to comylete the instal l itron shall be stainless steel I.D. (Identification for poles)• f"Rdatia;6 The contractor shall supply and install it combination of 4-digits and one letter on each pole whether individual htntirtaire or signal pole with lumtnair. The letter and numbers combination I shall be mounted at the 15 foot level on the pole facing a_*+proacdting Aul 'PA traffic. Legends shall be sealed with transparent ing resistant to -PAU110.4 per-slip• dust,weather and ultraviolet exposure The decal markers shall be Stasdasd-1'{�c. 3 Inch wtiare with gothic gold, white reflectorized 2 inch legend on All now ligh! SUFAilli Shall ha; a black background. The I.D. number will be assigired to each pole at the end of the contract or project by the City traffic Shall be C&,Mpqe1 I*1:1,111, 1 11:1,1 lillig will Illowin 4afomiat" atginie:ring office Cost for the decals shall be considered incidental to the j T Ilitin; -;— wattage contract bid. 3- LUMiRaiM-MQUai Light standards shall be spun aluminum davit style and shall meet the pole detail requirements indicated below and the detail All new light standards shall be numbered for identification in sheets at the end of these specifications accordance with the Plans using painted 3-inch series C numbers installed three feet above the base facing the travelled way. paler Ile pole shaft shall be provided with a 4" z 6" flush hand shall be black enamel alkyd gloss conform' to Federal hole near the base and a matchin metal cover secured with Specification TT-E-489. stainless steel screws or bolts. In setting timber poles, the Contactor shall provide a The Pole shall be adtusted for plumb after all needed minimum burial of be poles, of the total pole length plus 2 fat Mipment has been installed thereon After pole is installed and and shall plumb or rake the poles as directed the plumbed, n� shall be tightened on anchor bolts using proper sized by Engineer. sockets. opal end or box wrenches Use of pliers pipe wrenches The hand hole shall be located at 90 degrees.to the davit arm or other tools that can dams a alvanizin will not be emitted. on the side away from traffic. A grounding lug or nut steal( be Tools shall be of su tent size to achieve ad to torquing of the provided m the hand hole frame or inside the hand hole frame or nuts. the space between the concrete foundation and the bottom of inside the pole shaft to attach a ground bonding strap the pole base plate shall be filled with a dry pack mortar grout and 1- Page-SP44 Revision Date:May I9, 1997 8-20 Illumination,Traffic Signal Systems,and Electrical 8-20 Illumination,Traffic Signal Systems,and Electrical trowled to a smooth finish conforming to the contour of the pole SECTION 8-20.3(14)F IS AN ADDED NEW SECTION: base plate. 8-20.3(14)F Opticom Priority Control Systems (RC) 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 approved equal. The Contractor shall supply one copy mixture will stick together on being molded into a ball by hand, of the manufacturer's software on ori ginal disks. Controller and will not exude moisture when so pressed. A one half inch cabinets shall have the 562 harness wired into the cabinet by the drain hole shall be left in the bottom of the grout pad as shown on supplier the standard detail. SECTION 8-20.3(15) IS SUPPLEMENTED BY ADDING THE SECTION 8-20.3(14) IS SUPPLEMENTED BE ADDING THE FOLLOWING: FOLLOWING: 8-20.3(15) Grout (RC) 8-20.3(14) Signal Systems_RC After the pole is plumbed the space between the concrete All signal conductors shall be stranded copper and shall have foundation and the bottom of the pole base plate shall be filled with 600 volt insulation and be of the sizes noted on the plans. All a dry pack mortar grout trowled to a smooth finish conforming to multi-conductors used for the signal system shall conform to the contour of the pole base plate. Dry pack mortar grout shall division 9-29.3 and shall be of the sizes noted on the signal wiring consist of a 1:3 mixture of Portland cement and fine sand with just schedule and wiring diagram. All stranded wires terminated at a enough water so that the mixture will stick together on being terminal block shall have an open end, crimp style soderless molded into a ball by hand and will not exude moisture when so terminal connector, and all solid wires terminated at a terminal pressed. A one half inch drain hole shall be left in the bottom of block shall have an open end soldered terminal connector. All the grout pad as shown on the standard detail. terminals shall be installed with a tool designed for the installation SECTION 8-20.4 IS REVISED AND SUPPLEMNTED AS of the correct type of connector and crimping with pliers, wire FOLLOWS: cutters, etc., will not be allowed. All wiring inside the controller cabinet shall be trimmed and cabled together to make a neat, clean 8-20.4 Measurement (RC) appearing instalation. No splicing of any traffic signal conductor When shown as lump stun in the Plans or in the proposal as shall be permitted unless otherwise indicated on the plants. All illumination system _, traffic signal display 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 be the splices for detector loops at the nearest.)unction box to the for a complete system to be furnished and installed. loops. Conduit of the kind and diameter specified in the Schedule of SECTION 8-20.3(74)A IS SUPPLEMENTED BY ADDING THE Prices will be measured by the linear foot for the actual neat line FOLLOWING(RQ length in place, unless the conduit is included in an illumination system, signal system, or other type of electrical system lump sum 8-20.3(14)C Induction Loop Vehicle Detectors bid'item. 11. Splices to loop return cables shall be made with soldered Measurement for unit price items shall be as described in compression type connectors. Section 8-20.5 or as described in the contract schedule of prices SECTION 8-203(14)D IS SUPPLEMENTED BY ADDING THE and/or special provisions. FOLLOWING: SECTION 8-20.5 IS SUPPLEMENTED AND REVISED AS 8-20.3(14)D Test forInduction Loops and Lead-in FOLLOWS: Cable IQ 8-20.5 Payment t The Conaractor shall keep records of field testing and shall famish the engineer with a copy of the results. Payment will be made for each:of the following bid items that are included in the proposal: SECTION 8-20.3(74)E IS REVISED AND SUPPLEMENTED 'IDumination System lamp sum. AS FOLLOWS: "Traffic Signal ystem lump 8-20.3(14)E Signal Standards g SUM. " lump 3. Disconnect connectors complete with pole and bracket The lump sum contract price for "Iiltumination System_".- able shall be installed in any, signal standard supporting a-- and "Traffic Signal ystem � luminaire. " _ 1 be full pay for furnishing 4 No field all labor, materials, tools, and equipment necessary for, the construction of the complete electrical system, modifying existing 14. The signal standard and its fabrication shall conform with systems, or both, as shown in the Plans and heroin specified all current Washington State Department of Transportation Signal including excavation, balling, concrete foundations, conduit, Standard Specifications and current pre-approved plats by wiring, restoring facilities destroyed or damaged during WSDOT. construction, salvaging existing materials, and for making all 15. Installation of all nuts and bolts shall be performed with required tests. All additional materials and labor, not shown in the proper sized sockets, open end or box wrenches. Use of pipe plans or called fqr herein and which are required to complete the Price- wrenches or other tools which can damage the galvanization of the electrical system,,shall be included in the lump sum contract price. nuts and bolts will not be permitted. The uni per, ';non; fbot Tools shall be of a sufficient size and strength to achieve adequate torquing of the nut(s). Page-SP-45 Revision Date:May 19, 1997 8-20 Illumination,Traffic Signal Systems,and Electrical the pipe 8-20 [Rumination,Traffic Signal Systems,and Electrical rions, 4w The unit r each rice for 14 'Service cabinet" shall be full PP446 of AA ftit-041W compensation for furnishing and installing the full cabinet and for risers standoffs and any other materials labor or costs associated with provid in electrical service as uired b the electrical utili the contract laps details and ifications and not included as separate a items in the contract schedule of rites. All costs for installing onduit containing ••••Siena!head " per each g ng both signal and Signal head mounting hardware illumination wiring shall be included in the contract prices for the per lump—SUM - signal system. The lump sum rice for 1 '....Si nal head hardware" shall be full compensation for 1 mountin All costs for installing junction boxes containing oth and installin g all traffic or pedestrian signal head mountin hardware in illumination and signal wiring shall be included in the contract conformance with the laru s ifications and detail sheets. prices for the signal system. The unit prices for the items listed below shall be full "Pole mounted terminal box •.."x...•X..-* and mountin compensation for furnishing and installing each item and for all hardware," per each labor, materials tools w mcnt and tcstin 2/c hid loop return cable " per linear foot necessa and/or 3/C shid pre-emphon cable 'oer linear foot incidental for the full and complete installation as the contract plans,detail sheets and these specifications -pair shld interconnect cable " per linear foot, Trench and Backfill .......' wide b Traffic sternal controller and cabinet ' per each " dce r The unit contract rice for "Traffic Si l Controller and linear foot. Cabinet" shall be full coin lion for The unit contract.price for (3) 'Trench and Backfrll" per full furnishin and installin a linear foot shall be full coin nsation for excavating, loading, -1!�iAPCd wired and operational controller and cabinet hauling and otherwise disposing of the waste materials for Traffic sr9 wire per lump sum backfnllmg and compact ing bawl( material to specified density "Signal standard Tyne with -foot mast arm •per each and for the restoration of the trench to its rc-existi condition or �u�on loop vehicle detcctor• per linear foot as shown on the plans or as directed by the T unit linear foot contract rive for 4 "Induction loo Engineer all in vehicle detector' shall be measured b the linear feet of full depth accordance with the plans specifications and detail sheets sawcut required for installation The wait price shall be full Select Trench Backfill " per ton (4 "Select Trench Backfll" co shall consist of S/8 minus crushed stir,:) m sahon for full and complete installation includin>: wire, course and the sealant and all other labor materials tools and equipment aired Unit per ton price shall include all costs associated with famishing and installing the material an to Complete, the installation in accordance with the plans d Ioadmg hauling and di using of s waste materials. axifications and detail sheets The unit price shall also include ...Foundation ......... per each * providing and installing conduit stub outs and soldered splices Type....Junction box,* per * Spices ices to loop return cables unless separate pav items are included each. the contract schedule of prices for these other items SawaminA �Ilie unit per each price for(5)"Foundation•and (t7"Junction shall be considered incidental to the loop installation whether or not Box" shall be full compensation for full and complete installation there is a separate pav item in the contract for sawcutting per the plans, specifications and detail shcets including enclosing Measurement for a standard ti' x t t induction 1 shall be 28 each Item a a flashed concrete ad which shall be incidental linear feet. Sawcutting for loop"Home runs'shall be done such as 'Cbncr separate pay item is included in the Schedule of Prices for to mrrumrze the total linear feet of sawcuttin required b means of Conttrete Pad. 'Concrete Pad "per square yard proper locating of loop return "Stub-out• bT direct routing of Measurement for (7)"Concrete Pad" shall be by the home and by combmJpX up to 4 pairs of loop wires in a square s inn le home run sawcut Loop and 'Home Run' layout shall be Yard of surface area a rJosed inclusive of and not subtracting for approved by the Engineer before satacutting takes place the area of the Junction box or foundation enclosed and shall be full compensation for full and complete installation as per the plans Splice kit,'per each spoctfications and detail sheets "Emergency Vehicle pre-enption detector,'per each, • .." Schedule 40 Conduit, P.V.C.' linear foot.* Opticom discriminator card," per each • Schedule 80 conduit P.V.C. linear foot.* Detector amplifier " per each *The unit contract prig for conduit shall include all conduit 'Strcet light fuse kit," per each cgs, adapters elbows bends reducers bell ends bushings "Pedestrian push button with sign "per each and any other material labor or egwpmeu Peden Push button post.' per each necessary to complete Pedestrian signal pole Type I 10-feet,- per each the uutallatim of the conduit. Measurement shall be by linear foot from end of conduit to end of conduit as measured from the to of Relocate existing. Pole,* per each The unit per each price for "relocate existing pole'shall be grade along the middle of the trench line and adding a en vertical full compensation for removin the measurement at the end of each conduit run al to the design foundation, removing and salvaging or re- installing existing depth of the trench. No payment shall nt made for additional equipment plugging holes as required and installing the pole on its of the c used by the cone rear due t. horizontal or vertical weaving new foundation and shall include all labor, tools materials of the conduit within the trench line. "Street light Standard equipment and any other costs necessary and/or incidental to per��-watt...I.uininaire and Mete the installation and make the electrical equipment IMP,*per each operational all in accordance ........wan...L uninaire and lamp with photocell-" per each detail sheets. with the plans specifications and ......AWG....copper wire ' per linear foot 'Remove existing. Foundation," per each Service cabinet "per each t- Page-SP-46 Revision LWe:May 19, 1997 B-22 Pavement Marking 8-22 Pavement Marking The unit per each price for 'Remove existing foundation' Traffic L4U"Lel end shall be full compensation for full and complete removal and A WHITE marking confoFming co hauling and disposal of the foundation. prepertieuusing alphabetical letters.. 8-22 Pavement Marking SECTION 8-22.1 IS REVISED AS FOLLOWS: high See contract plans and detail sheets. 8-22.1 Description(RQ SECTION 8-22.3(5)IS REVISED AS FOLLOWS. Skip Center Stripe 8-22.3(5) Tolerances for Line Stripes (Rc) A BROKEN YELLOW line 4 inches wide. The broken Length of Stripe: The longitudinal accumulative error or"skip"pattern shall be based on a-49-feet 24-foot unit consisting within a-40 feet 24-foot length of skip stripe shall not exceed plus l of a-la-fool 9-foot line and a-30-feet 15-foot gap. Skip center or minus 1 inch. I stripe is used as center line delineation on two lane or three lane, SECTION 8-22.30 IS REVISED AS FOLLOWS: two way highways. Double Yellow Center Stripe 8-22.30 Installation Instructions (RC) Two SOLID YELLOW lines, each 4 inches wide, Installation instructions for plastic markings shall be provided separated by a 4-inch-42-intent 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-attd.a and for channelization. Gars-Str4peApproach Stripe A SOLID WHITE line, 8 inches wide, used-:at-€rveuay to delineate turn lanes SECTION 8-22.3 IS A NEW SECTION: from through lanes, for traffic islands, and for hash marks. Hash 8_22.30 Removal of Traffic Markers mark stripes shall be placed on 45 degree angle and 10 =feet (RQ r. apart The work to remove all old or conflicting stripes lines Lane Stripe buttons, or markers as required to complete the channelization of A BROKEN WHITE line, 4 inches wide, used to the project as shown on the plans or detail sheets shall be delineate adjacent lanes travelling in the same direction. The considered incidental to other contract pay items and no further broken or "skip" pattern shall be based on a-40-€eet24400t unit compensation shall be made unless a separate pay item or items are consisting of a I0-feet 9-foot line and a 30-feet 15-foot gap. provided for such removal. Drop Lane Stripe(Skip Approach Line) SECTION 8-22.4 IS REVISED AND SUPPLEMENTED AS A BROKEN WI= line, 8 inches wide, used to FOLLOWS. delineate a lane that ends-ate. The broken or "skip" pattern shall be based on a 2445-foot unit consisting of a 93-foot 8-22.4 Measurement (RC) (SA) line and a 1542-foot gap. The measurement will be based on the travel distascc r-squir-ed �` Ale-Passstr s Qf a marking system capable... GersApproach stripe, barrier stripe, crosswalk stripe, and stop bar will be measured by the linear foot of each marking type. -T-OW 1416G, G�Gh 4 incher, wide, fiep�rawl by - 4 inch Q;: Traffic arrows will be measured by the unit with each arrow 4,2-inch space head defined as a unit.. Traffic lot"d ends, handicapped parking stall symbols. preferential lane symbols, railroad crossing symbols, drainage markings, and cycle detector symbols will be measured by the unit. gap.. Measurement for paint/plastic stripe line removed shall be by `3 Two Way Left Turn Stripe the linear foot of ".. ." wide line or shall be included in the IUMP A SOLID YELLOW line, 4 inches wide, with a_„ sum price for "remove existing traffic markings" unless specified BROKEN YELLOW line, 4 inches wide, separated by a flinch to be paid as a separate pay item. If not specified as a separate pay space.The broken or"skip" pattern shall be based on a-404€eet 24- item then removal of existing traffic markings shall be considered I foot unit consisting of a-144" 9-foot line and a-304eet 15-foot incidental to the payment for other items of work and no further space. The solid line shall be installed to the right of the broken compensation shall be made. line in the direction of travel. SECTION 8-22.5 IS REVISED AND SUPPLEMENTED AS Crosswalk Stripe FOLLOWS: A SOLID WHITE line,-12 8 inches wide and 10-feet lam, installed parallel to another crosswalk stri 8-22.5 Payment (RCS and "Painted eApproach Stripe", per linear foot. parallel to the direction of traffic flow and cantered in pairs on lane Gore lines and the center of lanes. See detail sheet.. Sto p Bar "Painted Traffic I sue Legend",per each.A SOLID WHITE line.-U-12., 18 or 24 inches wide "Plastic Traffic Lcu"Legend",per each. unless as noted ethsuuiss-in on the Contract_plans. 'Remove Paint Line ...... wide,' per linear foot.* Page-SP-47 Revision Date:May 19, 1997 8-23 Temporary Pavement Markings 8-23 Temporary Pavement Markings "Remove Plastic Line....... Wide ` per linear foot Remove existing traffic Markings, Per lumn sum • 8"23 Temporary Pavement Markings s The linear foot contract price for "Remove Paint Line' and 'Remove Plastic Line' and the Jump sum contract rice 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) and detail sheets._ If these pay items do not appear in the contract schedule of prices then the removal of old or conflicting traffic If no pay item is included in the contract for installarinn or o markings required to complete the channelization of the project as removal of temporary pavement markings then all costs i fo shown on the plans or detail sheets shall be considered incidental to associated with these items are considered incidental to other items i Other items in the contract and no further compensation shall be contract or included under "Traffic Co n the ntrol ` 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 t- Page-SP-49 Revision Date:May 19, 1997 9-00 Definitions and Tests 9-02 Bituminous Materials Division 9 material for payment may be produced for use on a project until the lob mix formula has been approved by the engineer. The mixnury. Materials shall be designed to meet the test criteria listed in Section 9-03 8121 and remain within the limits set forth in 9403,8 The determination of the job mix formula shall be the responsibili of 9-00 Definitions and Tests the Contractor. 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 FOLLOWING: job mix formula established for the class of asphalt concrete 9-00(A) Recycled Materials (RC) specified unless there is a need to make an adjustment toin the JMF. The City encourages the use of recycled materials whenever The JMF shall be submitted in writing by the Contractor to practicable, provided that those materials meet or exceed all the Engineer at least 10 days prior to the start of paving operations applicable requirements described elsewhere in the contract and shall include as a minimum: specifications. Should recycled materials be utilized the City a. Percent passing each sieve size. requires that a Recycled Product Reporting Form be completed by b. Percent of asphalt cement. the Contractor. c. Asphalt grade. d. Mixing temperature. 9-02 Bituminous Materials e. Compaction temperature. f. Anti-strip agent content. 9-02.1 Asphalt Material, General The Contractor may not make any changes to the JMF without SEC77ON 9-02.1(10)IS A NEW SECTION: prior written approval of the Engineer. Should a change in sources of materials be made, a new JMF must be approved by the 9-02.1(10) Loop Sealant (RQ Engineer before the new material is used. NO mbw.wa rhAl be PF0,111ced-for.jig, 0- C;1 the Unless specified otherwise in the contract or permitted by the 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 specifications of ASTM D3407 and shall be installed with an approved applicator in conformance with manufacturer's r Design Recommendations, A-11 be the A= Any chniage or. ecommendations. The contactor shall request and obtain approval from the Aeu,IMF. Engineer for the type of loop sealant to be used before installing 23. Job Mix Formula Tolerances_-nd-Adjustmenw. detector loops and shall submit manufacturer cutsheets or other a. After the JMF is data if requested by the Engineer in order to enable the Fmineer to determined, the several constituents of the mixture at the time of determine the acceptability of the sealant. All loop sealant shall acceptance shall conform to the following tolerances: only be installed in thoroughly clean and dry pavement and shall be Constituent of Mixture Tolerance Limits applied in conformance with the mdbods required as to The tolerance limit for each r temperature and means of application such as to completely fill the mix constituent shall not sawcut area, encapsulate the loop wires and adhere to the exceed the broad band pavement. specification limits specified in Section 9-03.8(6). 9-03 Aggregates A rcgate passing 1', Broad band specification 3/4& 5/8�, 1/2", and limits Section 9-03.8(x. SEC77ON 9-03.8(6)A IS REVISED AS FOLLOWS: 3/8 sieves r. 9-03.8(6)A Basis of Acceptance(RQ Aggregate passing 1/4' sieve t 6% I 1. Asphalt Concrete will be accepted based on its Aggregate passing No. 10 sieve t 5% Aggregate passing No. 40 sieve 4% conformance to the project job mix formula (JMF). NoF the Aggregate passing No. 200 sieve Note otel Asphalt cement f 0.5%Note2 For open graded mix: Tolerance limits shall be for aggregate gradation only and shall be as specified in Section 9-03.8(67. Note 1 — 2.0% if less than 50% RAP (Recycled Asphalt CoMbining ratios-and Cho auemee oFadation of the completed Mix Pavement),2.5% for 50% RAP or more. Note 2 — 0.5% if less than 20% RAP, 0.7% for over 20% RAP, but less than 50% RAP, 1.0%for 50% RAP or greater. 1r. -arl These tolerance limits constitute the allowable limits used in Section 5-04.3(8)A to determine acceptance. F�- Yw No 1_ Page-SP-49 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 R FOLLOWING: EPLACED BY THE the Assign Mix asphalt wwoAt 1— n 7 per-cant, 9-05.7(3) Concrete Storm Sewer Pipe Joints rtZC) Joint assembly design shall be reinforced concrete bell and c.-�dwscu�euts spigot type incorporating a fully retained single rubber accordance with ASTM C361 or AWWA 0302 Rubber, asket et gasket material shall be neoprene SECTION 9-05.7(4) IS SUPPLEMENTED BY THE FOLLOWING. field -djug4ments to the 13.0 M23'bg M2110 9-05.7(4) Testing Concrete Storm Sewer Pipe Joints equal or- bsm;: quality The-al (RC) — - Hydrostatic testing of rubber gasket joints shall be oerformcYt in accordance with ASTM 0361 or AWWA C302 ex pressure shall be 5 psi. au -be wkhm th-- SECTION 9-05.9 IS REVISED AND SUPPLEMENTED AS FOLLOWS. 9g rhangs 9-05.9 Steel Spiral Rib Storm Sewer Pipe(RC) - tke-rpecil-icatieAS. ent An! rho ;n the 4QQ&-QF4Q 9-04 Joint and Crack Sealing Materials die Ile manufacturer of spiral rib storm sewer pipe shall furnish Engineer a Manufacturer's Certificate of Compliance stating that the materials furnished comply in all respects with these SECTION 9-04.11 IS A NEW SECTION Specifications.The Engineer may require additional information or 9-04.11 Butyt Rubber (SA) tests to be performed by the Contractor at no expense to the state. Unless otherwise specified, spiral nib storm sewer pipe shall Butyl rubber shall conform to ASTM D2000 M1 BG 610 be furnished with pipe ends cut perpendicular to the longitudinal ' axis of the pipe. Pipe ends shall be cut evenly. Spiral rib pipe shall 9-0$ Drainage Structures, Culverts and be fabricated either by using a continuous helical lock seam or a continuous helical welded seam paralleling the nib. Conduits SECTION 9-05.4 IS REVISED AS FOLLOWS 9-05.4 J, -A-4- - Steel Culvert Pipe and Pipe Arch (RC) Steel culvert pipe and pipe arch shall meet the requirements of AASHTO M 36, Type I and Type H. Welded seam aluminum ceateF. coated (aluminized),:corrugated steel pipe and pipe arch with metallized coating ipplied_inside and out following welding is acceptable and shall be Asphalt treatment coated. Fi SECTION 9-05.7PPIS DELETED AND REPLACED BY THE U9 bkummgur 'reatmew for, spiral r.;b pips shall cgnfaRa 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) inspected in conformance with Section 9-05.4. The size coating, Reinforced Concrete Storm Sewer pipe shall conform to the and metal shall be as shown in the Plans or in the Specifications requirements of ASTM C-76 and shall be Class IV Cement used For spiral rib storm sewer pipe helical ribs shall project in the manufacture of reinforced concrete pipe shall be Type rl in outwardly from the smooth pipe wall and shall be fabricated from a conformance with ASTM C150. No admixture shall be used unless single thickness of material The nibs shall be essentially otherwise specified. rectangular and shall be 3/4 inch plus two times the wall thickness (2t) plus or minus 1/8 inch (measured outside to outside) and a SECTION 9-OS 7(2)A IS SUPPLEMENTED BY THE minimum of 0.95 inch high (measured as the minimum vertical FOLLOWING. distance from the outside of pipe wall immediately adiac ent to the locksea_ or stiffener to the top surface of rib) 'The maximum 9-05.7(2)A Balls for Acceptance(RC) m spacing of the ribs shall be 11.75 inches center to center(measured All pips shall be subject to (1) a three-edge-bearing strength normal to the direction of the ribs) The radius of bend of the (D-bad) 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 test of rubber gasket iomts in accordance with ASTM 0361 or and a maximum of 0.17 inch. If the sheet between adjacent nibs AWWA C302 except test pressure shall be 5 psi does not contain.& lockseam a stiffener shall be included midWAY Page-SP-So Revision Date:May 19, 1997 9-06 Structural Steel and Related Materials 948 Paints between ribs, having a nominal radius of 0.25 inch and a minimum 1/8 inch wide (measured outside to outside) and a minimum height of 0.20 inch toward the outside of the pipe. Pipe shall be spacing of ribs shall be 4.80 inches center to center (measured fabricated with ends that can be effectively jointed with coupling normal to the direction of the ribs). The radius of bend of the bands. metal at the comers of the ribs shall be 0.0625 inch with an When required, spiral rib or narrow pitch spiral rib pipe shall allowable tolerance of+ 10 percent. be bituminous treated or paved. The bituminous treatment for For wide pitch spiral rib storm sewer pipe helical ribs shalt spiral rib pipe shall conform to the requirements of Sections 9- project outwardly from the smooth pipe wall and shall be fabriearrrt 05.4(3)and 9-05.4(4) from a single thickness of material. The nibs shall be 3/4 inch + For narrow pitch spiral rib sewer pipe, the helical ribs shall 1/8 inch wide(measured outside to outside)and a minimum of 0.95 project outwardly from the smooth pipe wall and shall be fabricate4 inch high (measured as the minimum vertical distance from the from a single thicknsess of material. The ribs shall be.375 inch— outside of pipe will to top surface of the rib) The maximum 1/8 inch wide (measured outside to outside) and a minimum of spacing of ribs shall be 11.75 inches center to center (measured .4375 inch high(measured as the minimum vertical distance of ribs normal to the direction of the ribs). The radius of bend of the shall be 4.80 inches center to center (measured normal to the metal at the comers of the ribs shall be 0.0625 inch with an direction of the nibs). The radius of bend of the metal at the allowable tolerance of+ 10 percent. corners of the ribs shall be 0.0625 inch with an allowable tolerance of .10 percent. 9-06 Structural Steel and Related Materials SECTION 9-0S.12(3)IS A NEW ADDITIONAL SECTION. 9-05.12(3) CPEP Sewer Pipe(RC) 9-06.5 Bolts CPEP - Smooth interior pipe and fittings shall be SECTION9-06.S(4)HAS BEENSUPPLEMENTEDBYADDING: manufactured from high density polyethylene resin which shall meet or exceed the requirements of Type 111 Category 4 or 5, 9-06.5(4)- Anchor Bolts(RC) Grade P33 or P34, Class C per ASTM D1248. In addition, the All anchor bolts, nuts, washers and anchor plates for signal pipe shall comply with all material and stiffness requirements of poles, street light poles strain poles or other types of poles shall AASHTO M294. meet the recommended specifications of the pole manufacturer. SEC77ON 9-0S.14 IS DELETED: The Contractor shall be responsible for providing to the Engineer any and all data eonceming fabrication, strength test results mill SECTION 9-05.17 IS REVISED AND SUPPLEMENTED AS certification and other data required to confirm that the anchor FOLLOWS: bolts meet those specifications. The following standard specifications shall apply to anchor 9-05.17 Aluminum Spiral Rib Storm Sewer Pipe bolts for street tight, signal and strain poles provided that the (RC) Contractor can submit documentation from the manufacturer Unless otherwise specified, spiral rib storm sewer pipe shall affirming that anchor bolts meeting these specifications arc be furnished with pipe ends cut perpendicular to the longitudinal recommended for the pole to be installed thereon: axis of the pipe.Pipe ends shall be cut evenly. Spiral rib pipe shall 1. The standard anchor bolt for aluminum street light poles be fabricated by using a continuous helical lock seam with a seam shall be 42 etches in length and shall meet the requirements of gasket. ASTM A 36 or ASTM A 307. Ilse shaft of the anchor bolt shall be a full one inch in diameter with a hot forged four inch "L" bend on the bottom end and a minimum of six inches of die-cut threads on the top end. 2. The anchor bolts for signal poles and strain poles shall meet the specifications as designated on the approved manufacturer's pole plans and/or supplemental plans or specifications provided by the man ure ufactr. All .anchor bolts nuts and washers shall meet the pole manufacturer's specifications and shall be hot dipped galvanized canter. unless such galvanization is not permitted for the type of steel as per Section 9-06.5(4). 9-08 Paints SECTION 9-08.8 IS A NEW SECTION: 9-08.8 Manhole Coating System Products(RC) For spiral rib storm sewer.pipe, helical nibs shall project outwardly from the smooth pipe wall and shall be fabricated from a single thickness of material. The nibs shall be 3/4 inch wide by 314 9-08.8(1) Coating System Specification(RC) inch deep with a nominal spacing of 7-1/2 inches center to center. The following coating system specifications shall be used for Pipe shall be fabricated with ends that can be effectively jointed coating (sealing) interior concrete (including the channel) surfaces_ with coupling bands. of sanitary sewer manholes when required. For narrow pitch spiral rib storm sewer pipe, helical ribs shall project outwardly from the smooth pipe wall and shall be fabricated ir.. from a single thickness of material. The ribs shall be 0.375 inch + 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 SUPPLEMENTED AS A. General FOLLOWS: 1. Buried Manhole 9-29.3 Conductors, Cable (RC) Surface Color Paint S stem Each wire shall be numbered at each terminal end with a a. Buried and White C-1 wrap-around type numbering strip bearin the circuit number --exposed shown on the plans. concrete No splicing of any traffic signal conductor shall be rinitted surfaces. unless otherwise indicated on the nlans. All conductor tuns shall be pulled to the appropriate signal terminal compartment board 9-08.8(2) Coating Systems with pressure type bindin sts. The onl exce dons shad be the A. High Solids Urethane splices for detector loops at the nearest 'Unction box to the loops The contractor shall provide and install all the Coating System: CI wiring, fuses and fittings so as to coin fete the installation of the Coating Material: High Solids Urethane signal and lighting equipment as shown on the plans All .,,mot Surfaces: Concrete and installation methods except as noted otherwise herei shag Surface Preparation: In accordance with SSPC SP-'1 c_omply with applicable sections of the National Electrical Code (Sweep or brush off blast) 8• Detector loop wire shall be No. 12f4 AWG stranded Application: Shop/Field The drying time copper wire, Class B, with chemically cross-linked polyethylene between coats shall not exceed type RHH-RHW insulation of code thickness. 24hours in any case (11) SixPair-cCommunications cable(4PGq_Shall meet R System Thickness: 6.0 mils dry film specification PE-39 and shall have six_fail=No. 19 AWG wires Coatings: Primer: One coat of Wasser with 0.008 inch FPA/MPR coated aluminum shielding. The cable MC-Conseal high solids shall have a petroleum compound completely filling the inside of urethane 2.0 DFQ Finish: the cable. Two or more coats of Wasser The shielded communications/signal interconnect cable shall MC-Conseal (min.4.0 DFI) meet the following: 1. Conductors: Solid arm al drawn araled copper, size 19 9-23 Concrete Curing Materials and awg. 2. Insulation: solid virgin high dens t, 1 eth lene or Admixtures polypropylene with telephone industry color coding SEC77ON 3t 2n.9 IS REVISED AS FOLLOWS: 3• Cable core assembly: insulated conductors are twisted 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 tape shield is applied longitudinally with shielding coverage A 9-29 Illumination, Signals, Electrical .005 corrugated tape applied in the same manner is acceptable. 5. Outer jacket: A black low density high molecular weight SEC77ON .9-29.1 IS SUPPLEMENTED By ADDING THE virgin polyethylene (compounded to withstand sunlight FOLLOWING: temperature variations and other environmental conditions plus 9-29,1 Condait(tC� abuse during installation) is extruded overall to provide a continuous covering. The conduit PXX. - no metallic shall be of the two qW 6. Footage markings: footage markings must be printed indicated below: sequentially a minimum of 2' along the outer jacket I. Schedule 86- heavy wall PVC conformj� to 7• Filling: the entire cable within the outer jacket is flooded ASIM Standards to be used in all installations under roadwa , with petroleum-polyethylene gel filling compound including the 2. Schedule 40 heavy wall PVC 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: 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 alvanized board. 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 as e inscriptions on the covers of the junction boxes shall b follows. 9-29.10 Luminaires (RC) I. Signal )nly: 'Signals" 2. Street Lighting 29 'lighting' The filter shall lid charcoal with elast-omen gasket. 3. Traffic Signal and Street lighting Facilities: "TS LT" Luminaires shall have a cast aluminum housing of the cobra The above inscriptions shall not be higher than the top surface head style with a glass ovate refractor of the cover plates. 1- Page-SP-52 Revision Date:May 19, 1997 9-29 Illumination,Signals,Electrical 9-29 Illumination,Signals,Electrical The manufacturer's name or symbol shall be clearly marked re-energize without change. on each luminaire. 9-29.11 Control Equipment required 5. Conflict Monitor. Upon sensing conflicting signals or SECTION 9-29.11(2)IS DELETED AND REPLACED WITH unsatisfactory operation voltages, the conflict monitor shall immediately cause the signal to revert to flash; however, the 9-29.11(2) Photoelectric Controls (RC) controller shall stop time at the point of conflict. After the conflict Photoelectric controls shall be a plug-in device, rated to monitor has been reset, the controller shall immediately take operate on 120 volts, 60 Hz. The unit shall consist of alight command of the signal displays at the beginning of artery sensitive element connected to necessary control relays. The unit 9"" ely tow. 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. switching loads up to 1000 watts per circuit alternately at a rate of The photo cell shall be a solid state device with stable turn-on 60 flashes per minute per circuit, plus or minus two flashes per values in the temperature range of-55 degrees C to +70 degrees minute. C. The photo cell shall be mounted externally on top of the luminaire. In a contactor controlled system, the photo cell to SECTION 9-29.13(3) IS REVISED AND SUPPLEMENTED AS control the system shall be mounted on the luminaire nearest to the FOLLOWS. service/contactor cabinet. The photo cell shall be capable of switching "ON" 1,000 watts of incandescent load as a minimum. 9-29.13(3) Emergency Pre-emption (RC) Immediately after a valid call has been received, the SECTION 9-29.13 IS SUPPLEMENTED BY ADDING THE pre-emption controls shall cause the signals to display the required FOLLOWING. clearance intervals and subsequent pre-emption intervals. 9-29.13 TYaffic Signal Controllers(RC) Pre-emption shall sequence as noted in the contract. Pre-emption equipment shall be installed so that internal wiring of the The unit shall operate on 120 volt, 60 cycle, single phase controller, as normally furnished by the manufacturer, is not alternating current and shall use the power line frequency as a time altered. base. The traffic signal controller shall meet the requirements of the National Electrical Manufacturers Association (NEMA) Standard Publications. Components such as resistors, capacitors, diodes and Emergency vehicle pre-emption shall be furnished as modules transistors shall be individually replaceable utilizing approved that plug directly into a rack wired to accept 3-M discriminator standard soldering techniques. Intergrated circuits shall be type units. The pre-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 s 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. 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 "line of sight" path The system shall cause the traffic signals conformance with the signal phasing diagram on the plans. When controller to move into an appropriate fire pre-emption program. 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 field programmability. It shall consist of the following timing and pedestrian timing shall be accomplished at the local components. intersection. a Optical energy detectors-which shall be mounted.on the SEC17ON 9-29.13(2)IS REVISED AND SUPPLEMENTED AS traffic signal mast arms and shall receive the optical energy emitter's signal. FOLLOWS: b Discriminators which shall cause the signal controller to 9-29.13(2) Flashing Operations(RC) go into internal preemption which will give the authorized vehicle 2. Police Panel Switch: When the flash-automatic switch the right of way in the manner shown on the phase sequenc e diagram. located behind the police panel door is turned to the flash position, c. Pre-emption Indicator Lights. the signals shall immediately revert to flash; however, the controller shall "STOP THAE." When the switch is placed on Optical Detector a. Shall be of solid state construction. automatic, the signals shall continue to flash for an additional b Fittings shall meet the specifications of the system 8 second flash period. At the completion of the continued 8 second manufacturer to facilitate ease of installation. flash period, unless otherwise specified, the controller shall c Shall operate over an ambient temperature range of-40°F immediately resume normal cyclic operations at the beginning of a artery gs�t ely low. to +I80°F(-40°C to +85 CZ 4. Power Interruption. On "NEMA" controllers any power d Shall have internal circuitry encapsulated in a semi- 4. compound and shall be impervious to moisture. interruption longer than 475 plus or minus 25 milliseconds, signals shall re-energize consistent with No.2 above to ensure an 8 second a Shall respond to the optical energy impulses generated by a pulsed Xenon source with a pulse energy density flash period prior to the start of artery green. A power interruption of 0.8 micro joule per square meter at the detector, of less than 475 plus or minus 25 millisecond. shall not cause arise time less than one resequencing of the controller and the signal displays shall microsecond and half power point pulse width on not less than thirty microseconds. 1- Page-SP-53 Revision Date:May 19, 1997 9-29 Illumination,Signals,Electrical 9-29 Illumination,Signals,Electrical Discriminator Each module shall do the followin • Awth, 11 11 a. Shall provide for a minimum of two channels of optical _detector input. aaetlaedQf-4� AMNIA -on b. Shall provide for a minimum of two discrete channels of optically isolated output When a pre-emption detector detects an emergency vehicle, ontr 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 selected until the detector no longer detects the emergency vehicle. zb;; fauum W11 gap When the phase selector is responding to one detector it shalt ' ' not respond to any other detector until calls from the first detector All timing functions and in ut and out ut features for full - are satisfied. Indicator lights shall indicate power on signal being actuated volume-density operation shall be provided in accordance received channel called. Switches shall controls stem power and with NEMA standards. simulate detector calls for each phase The controller shall provide for setting each timin interval b means of positively calibrated settings The timing functions shall t SECTION 9-29.130j IS SUPPLEMENTED BY ADDING THE be on the front of the controller unit or shall have ke board en FOLLOWING. and liquid crystal display. For the standby operation the traffic signal controller shall include all circuitry required to provide all 9-29.13(4) Wiling Diagrams (RC) timing and all functions for signal operation in a fully actual The controller cabinet shall have a wale roof envelo with a mode. Standby operation shall automatically occur upon opening of interconnect lines failure of central side access attached to the inside of the cabinet doomaster. coin user or when r. At the time �ificd by the master. The standby operation shall follow and be of delivery the envelope shall have four complete sets of schematics coincidental in phase to that phase being displayed at the start of and manuals for all assemblies and sub-assemblies, standby operation. Transfer from computer supervision shall not SECTION 9-29.130 IS SUPPLEMENTED BY ADDING THE call up a starting yellow, FOLLOWING. SECTION 9-29.13(7)1 IS SUPPLEMENTED BY ADDING THE 9-29.130 Radio Interference Suppressors FOLLOWING. 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 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 contro l equipment and cabinet shall be FOLLOWS: shop tested to the satisfaction i the Engineer. Testing and check- out of all 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 Traffic-actuated controllers shall be electronic devices which, Shop will make space available to the contractor for the required when connected to traffic detectors or other means of actuation, or test demonstrations. The contractor shall assemble the cabinet and both, shall operate the electrical traffic signal system at one or related signal control equipment ready for testing A complete more intersections. demonstration by the contractor of all integrated components All solid-state electronic traffic-actuated controllers and their satisfactorily functioning shall start the test period Airy supplemental devices shall employ digital timing methods. malfunction shall stop the test period until all parts are The traffic signal control equipment, unless otherwise satisfactonly operating The test shall be extended until a permitted in the contract, must specifically conform to current minimum of 72 hours continuous satisfactory performance of the NEIMIA specifications, 439P6 170-con&FQ4 entire integrated system has been demonstrated The equipment shall cqnf�wm. to N"r demonstration by the contractor to the Engineer of all components by there Spec4ficq&;g 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 COOL gear when field installed controllers. SECTION 9-29.13(7)B IS REVISED AND SUPPLEMENTED AS FOLLOWS: 9-29.13(7)B Auxiliary Equipment for Traffic Actuated Controllers (RC) .., fffni . i t aboFaCoFy a polka--Banal— ..... ►. - .,. is -- vettt—fact -h ►, ii s 1- Page-SP-S4 Revision Date:May 19, 1997 9-29 Illumination,Signals,Electrical 9-29 Illumination,Signals,Electrical Power Switches Computer Interface Unit There shall be a main power switch inside the cabinet that Interface communication devices shall be designed as separate shall render all control equipment electrically dead when turned units or as modules that plug directly into the controller case The off. There shall be a controller power switch that shall render the communication devices shall be used for on-line computer control controller and load switching devices electrically dead while of the intersection and shall be capable of transmitting all detector maintaining flashing operation for purposes of changing controllers and signal status information and recervhng and decoding command or load switching devices. information from the computer all in conformance and within the Viability of the multisonic master computer unit and the Stop Time Bypass Switch interconnect cables. There shall be a switch in the cabinet identified as the stop SECTION 9-29.I3(7)D IS REVISED AND SUPPLEMENTED time bypass switch. If the intersection is placed on flashing AS FOLLOWS: operation either by the flash switch or the fail safe monitor, the 9-29.13(7)D Controller Cabinets (RC,SAj 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 cl¢aF normal cycling operation while the intersection remains in flashing anodized—sheet aluminum, or cast aluminum. Cabinets shall be operation. finished inside with an approved finish coat of exterior white enamel and outside with an approved enamel finish light gray or DETECTOR test switch aluminum in color. As an alternate to painting the outside and inside of the aluminum cabinets may be clear anodized aluminum. Each vehicle and pedestrian phase shall have a momentary 5. The cabinet door shall be provided with: (spring return) detector test switch. When depressed, the switch a. A spring loaded construction core lock capable of shall place a call on its respective signal phase. accepting a Best CX series core installed by others. Cast cabinets shall have an approved one point positive latch. Formed cabinets The convenience outlet and lamp socket 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 13/4 inch long and an incandescent lamp socket shall be furnished in the main shall be provided with each cabinet. cabinet_ A door switch for the lamp shall be provided. THIS Inside the police panel there shall be a signal.on-off circuit shall be protected by a circuit breaker rated at 20 amps. switch which shall prohibit any signal display in the field but will allow the control equipment to operate when placed in the "off Fail Safe Unit position. A second switch shall be the auto-flash switch. When Fail safe unit shall meet the NEMA-PLUS specifications and placed in the 'flash' position,controller power shall remain on and controller shall stop time dependent on switch setting on the shall monitor both the positive and negative portions of the A.C. auxiliary panel described later. sine wave for all green, amber and pedestrian walk indications. c The duration of a display of conflicting indications shall not be long Cabinet doors shall be gasketed enough to be visible to motorists or pedestrians before the monitor with one piece, close cell neoprene. They shall be equipped with initiates flashing operation. There shall be a visual indication that some type of stops so the door may be held open in 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. e. The Controller cabinet shall have a load bay panel with at Surge Protector(Lighting Arrester) least the following items mounted on the face of the panel: transfer relays; load switches; and terminal blocks for termination of all The controller shall have an input voltage surge protector that wires contained on a separate panel (the terminal block shall shall protect the controller input from any voltage surges that could conform to Washington Standard Specification r. damage the controller or arty of its components. This load bay panel shall be mounted so that when the screws are removed it will be possible to obtain full access to the Field Wiring Terminal terminations on the back of the load bay panel. There shall be a terminal strip for field wiring in the controller cabinet. The terminals shall be numbered in accordance with the schematic wiring diagram on the plans. If a different SECTION 9-29.16 IS SUPPLEMENTED By ADDING TILE numbering system is used for the cabinet wiring, then both FOLLOWING: 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 strip is illustrated. A common bus bar with a minimum of 15 Vehicular signal heads shall have 12 inch lens sizes unless [terminals and a ground bar with a minimum of 6 terminals shall be shown otherwise on the signal plans Vehicular signal head provided. housings shall consist of separate sections and be expandable type for vertical mounting Lens shall be glass and meet I.T.E. Specifications for light output. Reflectors shall be alzac. Each s_ignal head shall have a 1/4 inch drain hole in its base. T Page-SP-SS Revision Date:May 19, 1997 9-29 Illumination,Signals,Electrical 9-29 Illumination,Signats�Electrical Vehicle signal heads shall be cast aluminum 9-29.16(2)E Painting Signal Heads(RC) All signal heads shall include a back plate 5 inch square cut Traffic signal heads, including outside of visors and back of border. Signal heads mcludin outside of visors and back of back plates shall be finished with two coats of factory applied traffic back plates, shall be finished with two coats of factory applied signal yellow baked enamel The inside of the visors and front of traffic signal green_ ellow baked enamel. The inside of visors, back plates shall be finished with two coats of faaory applied flat front of back plates, and louvers shall be finished with two coats of black enamel. flat black enamel. Mounting hardware will provide for a rigid connection SECTION 9-29.16(3) (RC)ISDELETED. between the signal head and mast arm All mounting hardware Pol will be of the top-mount plumbizer type as shown on the standard (RC) plans, unless specified otherwise on the plans SECTION 9-29.16(3)A(RC)IS DELETED. Positron of the signal heads shall be located as close as possible to the center of the lanes Signal heads shall be mounted on the mast arm such that the red indicators lie in the same plane (RC) and such that the bottom of the housing of a signal head shall not be less than 16 feet 6 inches nor more than 18 feet 6 inches above SECTION 9-29.16(3)B(RQ1S DELETED. the grade at the center of the roadway. All bolts and other - miscellaneous mounting hardware shalt be stainless steel Reads (RC) SECTION 9-29.16(2)A HAS BEEN REVISED AS FOLLOWS. SECTION 9-29.17 HAS BEEN REVISED AS FOLLOWS: 9-29.16(2)A Optical Units (RC) 9-29.17 Signal Head Mounting Brackets and Fittings Eight inch conventional signals shall employ a 67 to 69 watt (RQ traffic signal lamp rated for 130120 volt operation, 595 minimum initial ilumen, 665 rated initial lumen, 8,000-hour minimum, 2 7/16-inch light center length, A-21 bulb, medium base, clear �i�'-All -hardware for et(�er—tnounts shall be painted traffic signal lamp. Twelve inch traffic si with two coats of factory applied tra Yel ffic signal Federa----l l �' gnat heads require gr4esi-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 SUPPLEMENTED AND REVISED AS length, 8,000 hour minimum rated life, P-25 bulb and medium FOLLOWS. base.Bulbs shall be installed with the opening between the filament ends up. 9-29.18(1) Induction Loop Detectors (RC) SECTION 929.16(2)B HAS BEEN REVISED AS FOLLOWS. Detector amplifiers shall be Deteaor Systems model 810A or I 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. Amplifiaa—hwaalleti pelycaFlionatePlas,ic aluminum of the tunnel type, Unless specified otherwise in the contract. Visors shall have attaching ears for 44f�" installation to the housing doors. Conventional signal heads shall SECTION 9-29.20 HAS BEEN REVISED AS FOLLOWS. have square doors. SECTION 9-29.16(2)C HAS BEEN REVISED AS FOLLOWS: 9-29.20 Pedestrian Signal(RC) Pedestrian signals shall be either incandesces;,- fiber optic or 9-29.16(2)C Louvered Visors neon-grid type. or other types as specified in the contract. -MQ 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 the^signal visor. The outside cylinder shall be constructed of alumin ,and the louvers shall be constructed of anodized aluminum painted flat black. Dimensions and arrangement of louvers shall be as shown in the Mlori contract. mbol messages, when specified, shall be a minimum of 12 inches high and 7 inches in SECTION 9-29.16(2)D HAS BEEN DELETED AND width. REPLACED WITH Housings shall be die-cast aluminum and shall be painted with 9-29.16(2)D Back Plates (RC) two coats of faaory applied traffic signal e112w enamel. Back plates shall be furnished and attached to the signal VACANT SECTION 9-29.20(1) IS REPLACED BY ADDING I heads. Back plates shall be constructed of anodized, 3-S THB FOLLOWING NEW SECTION: half-hard aluminum sheet, 0.058-inch minimum thickness, with 5-inch square cut border a_nd painted black in front and yellow in 9'29.20(1) Fiber Optic Type(RCS back. The fiber,optics:shall be drawn from optical glass of high purity. The fibers shall be temperature resistant The fibers shall be resistant to the UV light emitted by the halogen lamp and shall maintain their high transmission properties throughout the lifetime Page-SP-56 Revision Date.May 19, 1997 9-29 Illumination,Signals,Electrical 9-29 Illumination,Signals,Electrical of the sign. The light guides shall contain fibers with a diameter of SECTION 9-29.24(1) IS DELETED AND REPLACED WITH 53 microns. Each single arm in the harness shall contain THE FOLLOWING: approximately 300 fibers. The optical sheathing shall have a wall thickness of at least 1.5 microns. The common end of each bundle 9-29.24(1) Painting (RC) shall have a hexagonal bundle format. The common bundle end The finish coat shall be a factory baked on enamel Iight grey and each arm end shall be epoxied and optically polished. in color. The galvanized surface shall be etched before the baked The light source shall be a halogen incandescent lamp with on enamel is applied. The interior shall be given a finish coat of dichroic reflector. The lamp shall use built-in, lead-in wires instead exterior grade of white metal enamel. of pins. The reflector shall be covered with a hard coating capable Painting shall be done in conformance with the provisions of to withstand a temperature of 400 degrees Centigrade, rapid Section 8-20.3(12). temperature changes, aggressive chemical attacks. The coating SEC71ON 9-29.24(2) IS DELETED AND REPLACED WITH shall be tested by soaking in Oxalic Acid 0.71N for a period of 2 THE FOLLOWING: hours. The coating shall not dissolve during this period. The lamp shall be 50 watt and rated for 6000 hours at 10 volts. TIM lamp 9-29.24(2) Electrical Circuit Breakers and Contactors 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 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. Utility plug(120 volt-20 Amp rated)G.F.I.Tyne Orange and one of Lunar White.The viewing end of the fiber optic 4. Light control test switch(120 volt-15 Amp) display shall not require a cone for magnification, and shall provide 5. Contactor relay for each circuit a wide viewing angle. Each message shall have a minimum of 82 6. Double pole branch breaker(s) for lighting circuits (240 light points. All components shall be fastened to the flat black volt matrix plate. When the sign is not illuminated, it shall blank out 7. One 120 volt, 20 Amp single pole branch breaker (for with no message legible. The low power consumption lamps shall utility plugs) be serviceable without any tools. 8. Type 3-single phase 120240 volt grounded neutral SECTION 9-29.20(2) IS REVISED AND SUPPLEMENTED AS service FOLLOWS: 9. One 120 Molt 40 Amp single pole branch breaker (signal service 9-29.20(2) Neon Grid Type (RC) 10. Complete provisions for 16 breaker poles All neon grid heads shall be equipped with Z crate visors 11. Name plates phenolic black with white engraving except made of polycarbonate plastic designed to eliminate sun phantom. the main breaker which shall be red with white lettering. All name Neon tubing shall be enclosed and shockmounted inside plates shall be attached by S.S.screws. a rugged plastic module. 12. Meter base sections are unnecessary SECTION 9-29.25 IS DELETED AND SUPPLEMENTED BY xramtpFm RA. THE FOLLOWING: 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 do not walk mode) in Portland orange and 'Man' (for the walk fiberglass be grey in color, be approximately 16" high x 13-7/8' mode) in lunar white. The message module shall consist of two wide x 5-7/8' deep and have a minimum of 16 terminals aeon gas tubes enclosed in a housing made of polycarbonate terminal blocks. The box shall be weather tight,have a single door plastic. The lens material shall be polycarbonate plastic. The with continuous hinge on one side and screw hold downs on the _ visors shall be flat black in color. door locking side All hardware will be stainless steel. All mounting hardware shall be stainless steel and shall be incidental to SECTION 9-29.24 IS DELETED AND REPLACED BY THE the unit price of terminal box. FOLLOWING: Terminal blocks shall be 600V heavy duty, barrier type. Each 9-29.24 Service Cabinets (RC) terminal shall be separated by a marker strip rker The ma stir' 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 type with No. 10 Post on the contract plans and detail sheets. All electrical conductors, capable of accepting no less than 3 #12 AWG wires fitted with buss bars and conductor terminals shall be copper or brass. The spade tips. 6, cabinet shall be fabricated from galvanized cold rolled sheet steel, Cabinet doors shall be gasketed with a one-piece closed cell with 12 gauge used for exterior surfaces and 14 gauge for interior neoprene gasket and shall have a stainless steel piano hinge, panels. Door hinges shall be the continuous concealed piano type One spare 12 position terminal block shall be installed in each and no screws, rivets or bolts shall be visible outside the enclosure. terminal cabinet and amplifier cabinet. The cabinet door shall be fitted for a Best internal type lock. The Mounting shall be as noted in the contract. cabinet shall have ventilation louvers on the lower and upper sides Interconnect splice tower cabinets shall be Type F, with complete with screens, filters and have rain tight gaskets. The nominal dimensions of 22' high x 13' wide x 11' deep and cabinet door shall have a one piece weather proof neoprene gasket. constructed of cast aluminum and fitted with a Best internal lock- Page-SP-57 Revision Date:May 19, 1997 I 9-30 Water Distribution Materials 9-30 Water Distribution Materials 9-30 Water Distribution Materials SECTION 9-30.3(3) IS SUPPLEMENTED BY ADDING THE FOLLOWING: 9-30.1 Pipe 9-30.3(3) Butterfly Valves (RC) SECTION 9-30.I(I)IS REVISED AS FOLLOWS: Butterfly valves shall be Dresser 450 or Pratt Groundhn� SECTION 9-30.3(5) HAS BEEN DELETED AND REPLACED 9-30.1(1)Ductile Iron Pipe (RC) WITH THE FOLLOWING: 1. Ductile iron pipe shall be centrifugally cast and meet the requirements of AWWA C151. Ductile iron pipe shall have a 9-30.3(5) Valve Marker Posts (RC) cement-mortar lining meeting the requirements of AWWA C104. The valve markers shall be fabricated and i e shall b conformance with the Standard Drawings. nstalled in All other ductile iron pipe Valve markers shall be carsonite co m site utili marker Standard Thickness Class 5250 or the thickness class as shown in .375"x 6'-0"or approved equal with blue label "water the Plans. SECTION 9-30.3(7) H : AS BEEN SUPPLEMENTED AS 9-30.3 Valves FOLLOWS SECTION 9-30.3(1)HAS BEEN REVISED AS FOLLOW.- 9-30.3(7) Combination Air Release/Air Vacuum Valves (RC) 9-30.3(1) Gate Valves (RC) Air and vacuum release valves shall be APCO- Valve and Valves shall be designed for a minimum water operating Primer Corp, 'Heavy-Duty • combination air release valve or pressure of 200 PSI.-Gate valves shall be Iowa List 14 Mueller equal. 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 Pi in and fitting shall be copper or brass. Location of the air AAII gate valves less than 12' in diameter shall include an 8• x release valve as show on the plans is approximate. The inst lation 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 Water Standard Detail for 12" gate valve assembly vault and 1" SECTION 9-30.3(8)IS REVISED AS FOLLOWS: bypass installation. 9-30.3(8) Ta iL Sleeve and Valve Assembly Gate valves shall conform to AWWA C500 and shall be iron pp• g Y (RC) body, bronze-mounted double disc with bronze wed Tapping sleeves shall be cast iron, ductile iron Bing device epoxy coated steel, or other approved material. a_rid arms scuffing box. RESII.[ENT SEATED GATE VALVES; SECTION 9-30.3(9)IS A NEW SECTION- Resilient seated gate valves shall be manufactured to meet or exceed the requirements of AWWA Standard C509 latest revisions 9-30.3(9) Blow-Off Assembly(RC) All external and internal ferrous metal surfaces of the gat e 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 blow - epoxy. The epoxy coating shall be factory applied to all valve off assembly shall be per City of Renton Water Standard Detail parts prior to valve assembly and shall meet or exceed the latest revision. Pipe and fittings shall be galvanized Blow-off requirements of AWWA Standard C-550 latest revision Valves assembly shall be installed at location(s) shown on the plums shall be provided with two (2) internal O-ring stems seals The Temporary blow-off assembly on new dead-end water main Shall valves shall be equipped with one (1) anti-friction washer. 'Ile be installed at location shown on the plans resiliett gate valve shall have rubber sealing sudacec to permit bi Temporary blow-off assemblies for testing and flush itig of the directional flow. The stem all be independent of the stem nut or new water mains will not be induded under this item and shall be integrally cast. considered incidental to the contract and no additional payment Manufacturers of Resilient Seated gate Valves shall provide shall be made. tire_ City on request that the valve materials meet the City SECTION 9-30.S 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 mechanical by flanged joints as shown on the project plans Fite hydrants shall be Iowa Corey Type (opening with the Resilient Seated Gate Valves shall be U.S. Metroseal 250 pressure) 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 hydrants (opening against pressure) obtained prior to bid opening All gate valves less than 12 inches all be Clow Medallion M&H 929 Mueller Super Centurion in diameter shall include an 8'x24" cast iron gate valve box and 2M•confornng 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 a1 inch by-pass assembly and shall be installed in a concrete vault per City of Renton Standard Details latest revision 9-30.5(1) End Connections (RC) _Hydrants shall be constructed with mechanical joint connection unless otherwise specified in bid proposal description. 1- Page-SP-58 Revision Date:May 19, 1997 9-30 Water Distribution Materials 9-30 Water Distribution Materials SECTION 9-30.5(2) IS DELETED AND REPLACED WITH synthetic molded rubber gasket, and shall be attached to hydrant THE FOLLOWING: adapter with 1/8"coated stainless steel aircraft cable. Fire hydrants shall be installed per City of Renton Standard 9-30.5(2) Hydrant Dimensions (RC) Detail for fire hydrants, latest revisions. Fire hydrants shall be Corey type (opening with the pressure) SECTIONS OF 9-30.6(3) HAVE BEEN MODIFIED AS or compression type (opening against pressure) conforming to AWWA C-502-85 with a 6 inch mechanical joint inlet and a main FOLLOWS: 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 7 112 threads per inch and one 4 inch pumper nozzles with the new Seattle Pattern 6 threads 9-30.6(3)B Polyethylene Pipe(RC) per inch, 60 degrees V. Threads, outside diameter of male tread Polyethylene pipe shall not be used. 4.875 and root diameter 4.6263. Hydrants shall have a 1-1/4" pentagon operating nut opened by turning counter clockwise(left). 9-30.6(3)C Polybutalene Pipe(RC) The two 2-1/2" hose nozzles shall be fitted with cast iron Polybutalene pipe shall not.be used. threaded caps with operating nut of the same design and proportions as the hydrant stem nut. Caps shall be fitted with SECTION 9-30.6(4)HAS BEEN REVISED AS FOLLOWS• suitable neoprene gaskets for positive water tightness under test Fittings used for copper tubing shall be compression type with 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 end portion shall have no lugs and 2 set screws 180 degrees apart. 9-30.6(5) Meter Setters (RC) Stortz face to be metal, no gasket to weather. Stortz cap to have Meter setters shall be installed per the City of Renton Standard Details for water meters, latest revision. Page-SP-S9 Revision Date:May 19, 1997 WSDOT AMENDMENTS WSDOT AMENDMENTS INDEX TO WSDOT AMENDMENTS WSDOT AMENDMENTS The following WSDOT Amendments shall be used in conjunction with the WSDOTIAPWA 1996 Standard Specifications for Road, Bridge and Municipal Construction, and with any project specific Special Provisions contained within the contract document. The following "Index - Amendments," as issued by WSDOT, has been edited to signify (with the letters SAX followed by the subsection number) specific subsection amendments that have been issued by WSDOT but are not used by the City of Renton. Those SAX subsections have been deleted from this document. The following Amendments to the Standard Specifications are made a part of this contract and supersede any conflicting provisions of the Standard Specifications. In case of conflict, the order of precedence of the various contract documents shall be as specified in Section 1-04.2 as modified by the Renton Transportation Supplemental Specifications. For informational purposes, the date following each Amendment title indicates the implementation date of the Amendment or the last date of revision by WSDOT. SECTION 1 SECTION 2 02.AP1 SECTION 1-02, BID PROCEDURES AND 03.AP2 SECTION 2-03, ROADWAY EXCAVATION CONDITIONS AND EMBANE]MENT (March 3, 1992) (March 3, 1992) "Irregular Proposals" revised. A new Amendment. Sub-section 2-03.3(2) Rock 04.AP1 SECTION 1-04, SCOPE OF THE WORK Cuts is revised. Sub-section 2-03.3(14)K Select of (March 3, 1997) . Common Borrow is added. "Increased or Decreased Quantities" revised. "Embankments at Bridge and Trestle Ends" formula revised. 07.API SECTION 1-07, LEGAL RELATIONS AND RESPONSIBILITIES TO 09.AP2 SECTION 2-09, STRUCT'IJRE EXCAVATION TIME PUBLIC (March 3, 1997) (March 3, 1997)A new Amendment. Sub-section 2-09.3(4) A new Amendment. Sub-section 1-07.9(5) Construction Requirements, Structure Excavation, Required Documents is revised. Sub-section Class B, Sub-section 2-09.4 Measurement, and 1-07.13(4) Repair of Damage is added. Sub-section 2-09.5 Payment are revised. Sub- "Required Records and Retention" revised. section 2-09.3(1)E Backfilling, Controlled Density 09.AP1 SECTION 1-09, MIEASUREIAENT AND Fill is added. PAYMENT "Measurement" drywells added. (March 3. 1997) "Payment for Material on Hand" revised. SECTION 3 l0.AP1 SECTION 1-10, TEMPORARY TRAFFIC CONTROL 02.AP3 SECTION 3-02, STOCKPILING (March 3, 1997) AGGREGATES A new Amendment. Sub-section 1-10.3(5) (March 3, 1997) Temporary Traffic Control Devices is revised. "Asphalt Concrete Aggregates" revised. Sub-section 1-10.5 Payment is added. "Conformance to Established Standards", "Traffic SECTION 5 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. 1- Page-SP-60 Revision Date:May 19, 1997 WSDOT AMENDMENTS WSDOT AMENDMENTS SECTION 6 SECTION 8 02.AP6 SECTION 6-02, CONCRETE STRUCTURES 09.AP8 SECTION 8-09, RAISED PAVE (March 3, 1997) MARKERS MENT A new Amendment. Sub-section 6-02.3(2)C (March 3, 1997) ' Contracting Agency-Provided Mix Design, Sub- A new Amendment. Sub-section 8-09.1 section 6-02.3.(6)A Weather and Temperature Description is revised. A new section, Sub- Limits to Protect Concrete, and Sub-section 6- section 8-09.3(5) Recessed Pavement Markers is 02.3(24)C Placing and Fastening are revised. added. Sub-section 8-09.5 Pa Subsection 6-02.3(6)A Temperature and Time for Payment is supplemented and revised. 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, GOIDE POSTS and "Field Bending" are revised. (September 30, 1996) l0.AP6 SECTION 6-10, CONCRETE BARRIER A new Amendment. Sub-section 8-10.2 Materials (March 3, 1997) is revised. Sub-section 8-10.3 Construction Requirements is revised. 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 (March 3, 19979 ' added. Anchor Installation revised. "Precase Cone. Barrier" curing revised. 15.AP8 SECTION 8-15, RIPRAP SECTION 7 (March 3, 1997) "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, IRAFMC 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, 19979 Light standards is added. This section is deleted in its entirety. "Equipment List and Drawings" revised. 08.AP7 SECTION 7-08, GENERAL,PIPE 21•AP8 SECTION 8-21, PERMANENT SIGNING INSTALLATION REQUIREMENTS (March 3, 1997) (March 3, 7997) A new Amendment. Sub-section 8-21.3(6)Sign A new Amendment Sub-section 7-08.3(1)C Pipe Refacing is revised. Sub-section 8-21.2 Materials Zone Bedding is renamed to Bedding the Pipe. is added. Sub-section 8-21.3(9)F Bases is added. Sub-section 7-08.3(2)D Pipe Laying--Steel or Sub-section 8-21.3 Construction Requirements is Aluminum, Sub-section 7-08.4 Measurement, and added. Sub-section 7-08.5 Payment are revised. Construction Requirements", and "Materials" "Materials", "Trenches", "Jointing of Dissimilar are revised. Pipe", and "Payment" are revised. 22.AP8 SECTION 8-22, PAVEMENT MARKING "Standard plan for pipe collars pending. (March 3, 1997) 17.AP7 SECTION 7-17, SANITARY SEWERS A new Amendment. Sub-section 8-22.4 (March 3, 1997) Measurement is revised. A new Amendment. Sub-section 7-17.3(2)C "Materials" revised. Infiltration Test is revised. Sub-section 7-17.2 Materials is added. "Infiltration Test" revised. , 18.AP7 SECTION 7-18, SIDE SEWERS (October 28, 1996) 1. Page-SP-6l RevWon Date:May 19, 1997 WSDOT AMENDMENTS WSDOT AMENDMENTS SECTION 9 10.AP9 SECTION 9-10, PILING (September 30, 1996) OLAP9 SECTION 9-01, PORTLAND CEMENT A new Amendment. Sub-section 9-10.1 Timber (September 30, 1996) Piling is revised. Sub-section 9-10.5 Steel Piling A new Amendment. Sub-section 9-01.3 Tests and is revised. Acceptance is revised to reference "Mill Test Use message revised. Report Number". ILAP9 SECTION 9-11, WATERPROOFING 02.AP9 SECTION 9-02, BITUMINOUS MATERIALS (March 3, 1997) (March 3, 1997) Asphalt waterproofing revised. "Anti-Stripping Additive" revised. 12.AP9 SECTION 9-12, MASONRY UNITS 03.AP9 SECTION 9-03, AGGREGATES (March 3, 1997) (March 3, 1997) Revised. _ A new Amendment. Sub-section 9-03.15 Bedding 13.AP9 SECTION 9-13, RIPRAP, QUARRY SPALLS, Material for Rigid Pipe is revised. Sub-section 9- SLOPE PROTECTION, AND ROCK WALLS 03.14(2) Select Borrow is revised. "Gravel Backfill", revised to include drywells. (March 3, 1997) "Concrete Slab Riprap" section deleted. 04.AP9 SECTION 9-04, JOINT AND CRACK SEALING MATERIALS 16.AP9 SECTION 9-16,.FENCE AND GUARDRAIL (March 3, 1997) (March 3, 1997) "Joint Mortar" revised. "Posts and Blocks", revised. 05.AP9 SECTION 9-05, DRAINAGE STRUCTURES, 17.AP9 SECTION 9-17, FLEXIBLE GUIDE POSTS CULVERTS, AND CONDUITS (September 30, 1996) (March 3, 1997) A new Amendment. Sub-section 9-17.1 General A new Amendment. Sub-section 9-05.6(4) is revised. Structural Plate Pipe Arch, Sub-section 9- 21.AP9 SECTION 9-21, RAISED PAVEMENT 05.6(8)A Corrugated Steel Plates, and Sub-section MARKERS (RPM) 9-05.12(2) Profile Wall PVC Culvert Pipe and (September 30, 1996) Profile Wall PVC Storm Sewer Pipe are revised. Anew Amendment. Sub-section 9-21.1(1) Sub-sections revised and added concerning piping. Physical and Chemical Properties and Sub-section "Coupling Bands" revised. 9-21.2(2) Optical Requirements are revised. Sub- 06.AP9 SECTION 9-06, STRUCTURAL STEEL AND section 9-29.6(5) Foundation Hardware is revised. RELATED MATERIALS 29.AP9 SECTION 9-29, ILLUMINATION, SIGNALS, (March 3, 1997) ELECTRICAL A new Amendment. Sub-section 9-06.5(3) High (September 30, 1996) Strength Bolts is revised. A new Amendment. Sub-section 9-29.4 "High Strength Bolts" and "Anchor Bolts" are Messenger Cable, Fittings is revised. revised. Correction to "Bolt, Nut, and Washer 33.AP9 SECTION 9-33, CONSTRUCTION Specifications. GEOTEXTTLE i 09.AP9 SECTION 9-09, TIMBER AND LUMBER (September 30, 1996) (March 3, 1997) A new Amendment. Sub-section 9-33.2 A new Amendment. Sub-section 9-09.3(1)B Geotextile Properties is revised. Placing in Treating Cylinders is revised.. Page-SP-62 Revision Date:May 19, 1997 WSDOT AMENDMENTS WSDOT AMENDMENTS The following WSDOT Amendments are the complete text of all Amendments to the WSDOT/APWA 1996 Standard Specifications for Road, Bridge and Municipal Construction, accepted and adopted by the City of Renton on May 19, 1997 and should be with any project specific Special Provisions contained within the contract document. Page AMD-i Revision Date:May 19, 1997 - Table of Contents WSDOT AMENDMENTS---_--_-____.-.--..---.--.--_-------.--.----.-----------__.____.. SECTION 1-04,SCOPE OF THE WORK March 3, 1997--------------------'--'----------------' �m l-N� Increased wrX��r=aedQnuud��-------------_-----------'—.'---------'-.-------.-'-'~ SECTION 8-07, LEGAL RELATIONS AND RESPONSIBILITIES TO THE PUBLIC March 3, l997 ---_---.-__ 5 l47��) Required Documents .----_--..--..-------------------'--------' '----- 1-07'81(10)B Required Records and Retention ------------------------_---'� -------------� 1-07'13(4) Repair of DummXo -----___ ----------------''— � �0 -------'---------.-------'--'--.5 SECTION 1-09, MEASUREMENT AND PAYMENT March 3, 1997-------,---'-.'-'-------.--------' l-0�N Poymcut�r&�»�r�looHuod--------..--------------------.--.-----'----------'-----° � SECTION 84O TEMPORARY TRAFFIC CONTROL March 3, 199? .--'--'-~--'.-''----'-~-'-----'.--- �� 1-10.20) Traffic Control Supervisor------------^----.---------'------ --'~~--^6 l�O��) Gemcr�'--.-~-~''-.----------'----'-.-~-._-~-~ ------^-`-`--~-----'----'� %-D�28) Coo�xuouncemoEx�bD,bedS�uduzds-------'---'---~'-'----~-----'--`------------------� 1 1-10-3(l) T��l Control Da�r_________._____._____ '-----'--'------'~~^-'-~--~-''-------'.-m 1-10t3OV Traffic Control Vebicle__________________'~-'--------'----------~-~---------------'0 '---------'--''-------- m 1-10.3(5) Temporary Traffic Control Derices-__-,___ -'----------------' 1-10.4 Measurement 8-10.5 Puyomont------------------------------_--'---'-------'----------------------' � SECTION 2-03,ROADWAY EXCAVATION AND EMMANKMENT March 3, 1997........................................... �8 a-03�(101 D�mbomNoneomwuB�dgcand Trc��Ends___________,______ ----- m� %-03���K8c��wrCoo�mvoBvnmwDn:�d�g Hu�-'--------------'-----~-''--'-----------------uv .....................'................................1" SECTION 3-09,STRUCTURE EXCAVATION March 3,1997 ----------------------------------'--'--'-' 10 2-09-3(1)E BuckfiDing--------------.-'------------------' ' -~------------------av 2-{9.4 & ea=ureocmt 2-09.5 Dayn,ot-------------------' 11 SECTION 3-02,STOCKPILING AGGREGATES March 3, 1997---_-------^'------.-----'--_-----------'11 3-02.3<q Asphalt Concrete Aggregates,___ ----'^'-^----'----^----'--`--~----^--~---^------.-----.8% U U SECTION 6-f2, CONCRETE STRUCTURES March—s, 1997 - -----~-~'--~-------------~---------- »1 6-02-36-02-3(4)D Tempermuureuu-Tio*-- Placement---`-^-----^-~--~------' 18 6-02,3(1]) Curing Concrete-.--------'--'^-.--------'-----^-. '----~-----------------`'^ 6-02'3(D�, Face Lumber,0��do,Wales, and& ea�Forms .................................� ............................................... � �0%'3p8F Dr«s/msxRel��'^-_---' ------~----^---------~-------"^ ---~----~-~---------------'-------------'------------82 SECTION 6-18, CONCRETE BARRIER March 3 ��� ` ------'^------~----'-------------------_-----,8] 6-10.34) Precast Concrete Barrier'' -------------~------`---------' ' 13 �10'E Payment........................................................................................................................................'''-----------------'----~^ SECTION 7-05, MANHOLES, INLETS,AND CATCH BASINS March 3, 1997----------------------'------'13 SECTION 7-0B. MANHOLES, INUTS C�T{�{8�3D�S �y�)D�l�yBL�3 ' ' -----------------------_------'l� 7-05.8 Desoripukm---_----' ---------------'------------------ 13 7-��� Y�ut�ia�---.-------------_-------.--------------- ' ----------------------' 7-05.3 Construction Requirements' ' -------------------------^^ -----'---'-------------------'-'-'--' 14 r-s� 8��e�reoeot ---------.--..'--.-----'-----'---'----- ---~-----------------' 74�� Payment SECTION ---------'--'------------''---''~ xmCTImm7'06, CONCRETE PIPE ANCHORS March 3, xy9/.................................................................................l5 Revision Date:May 19, 1997 � SECTION 7-08, GENERAL PIPE INSTALLATION REQUIREMENTS March 3, 8997 .................................................15 7-08.2 Materials -------------'------------------------------------------------------Xs 7-08.3(1)A Trenches '-------'''---------------------------------'-----'''''---------------%5 7'08.3<1)C Pipe Zone Bedding.....................................................................................................................15 7-083(lyC Bodd����P�� ' -----------~---------'-----''--------------------------------XS 7-083(2)D Pipe Laying-Steel or Aluminum...................................................................................................1G 7-083(2)G Jointing ey Dissimilar Pipe............................................................................................................16 7-08.4 Measurement ......................................................................................................_........................_16 7-08.5 Payment- -------------------'-----------------------------------------------X6 SECTION 7-1?, SANITARY SEWERS March 3 ��� ` -----------------'-----------------------.-.--86 7'%7.2 Materials'--------------------------------------------~---------------------X6 7-173(2)C Infiltration Test -----------~----------------------------------------~-------.X? SECTION 8-09, RAISED PAVEMENT MARKER March 3, 8997 .............................................................................17 8-09'1 Description....................................................................................................................................87 8-09.3 Construction Requirements................................................................................................................87 8-09.3(5) Recessed Pavement Marker '---`------~---------^----------~--~~-----'-------~------8? 8-V9.S Payment........................................................................................................................................%? SECTION 8-11 �0���D&00�D�uccb38�� ` , ----~---'~----~`---~`-`----'---~^^^^-~-~-~-`'-`^~^^...--'.-.-X? 8-11.3(1)C Erection ofRail ---------~-----'^~-------------~-----`'------~--~^-~'^-...-.'.----8? 8-18-3(1)D Anchor Installation'---'--~^-----~---^~---'--''-''-'-'''-''-~---'-^'-'''^--'''~^^''.,'..''-'''..8s SECTION 9-15 D��0�k�&�mr,�3 8�� ^ " '-----~----'^---~^----------^-----`~^--~--'-------.-..-----'18 8-15.2 Materials 8-154 &X,�nza�om� ' ''-''''''''''''-'^^---''-'---''~'-'--''''-''''--''''''''-'-''''-~^--^^'''''-'''-'.--''-.''----''-l8 SECTION 8-17, 0M[PACT ATTENUATOR SYSTEMS March 3, 8w97........................................................................18 8-17.3 Construction Requirements................................................................................................................18 SECTION 8-28, 11,%UM[INATJON,TRAFTIC SIGNAL 0Y8ITIAS, -------------------------------------8Q ANDELECTRICAL March 3, 1w97....................................................................................................................19 8-20.2(l) Equipment List and Drawings.........................................................................................................19 8-20.3(13)A Light Standards.......................................................................................................................19 SECTION 8-2l, PERMANENT SIGNING March 3^ 1997........................................................................................89 8-21'2 Materials.......................................................................................................................................D9 8-28'3 Construction Requirements.................................................................................................................19 8-28'3(4) Sign Removal..............................................................................................................................89 8-28.3(9)F Bases......................................................................................................................................2W 8-2X.3(10)A Sign Lighting Luopinal ,..'.--...,.'.-,..,.----'.,^,.-----'---_~^-._-,..,.-----.,.,.,.,----.20 � 8-21.3(9)G Identification Plates...................................................................................................................20 m� 8-21.3(12) Steel Sign Posts..........................................................................................................................20 SE«'mON8-%2 PAVEMENT MARKINGS March 3,X997.-,,'----.--------.---------_.---------------'%% 0� 8-2�% &�u��o�-------_--_,___-____________-------------------------------.-.------'%X _- � aECmmm9-0, B%I`UN0NOUS MATERIALS March 3,8907...................................................................................2l &~ 9-02.4 Anti-Stripping Additive-----------------'-------_-----.----------___-------------'%1 SECTION 9-03, AGGREGATES March 3, 8997....................................................................................................%l 9-03'17 GraveBuckfiU.---------________------------------~------.^________----------'21 � 9-03'12(5) Gravel Budkfillfor DcyveNs .........................................................................................................22 9-03'14(2) 0ob*t Borrow............................................................................................................................2% SECTION 9-04,JOINT AND CRACK SEALING&8ATERDALS.Murcb3, 8997............................................................%% 9-04.3 Joint Mortar..................................................................................................................................2% | - SECTION w-08, DRAINAGE STRUCTURES, CULVERTS,AND COyDUDTS March 3, l997.........................................22 -- 9-05.4(7) Coupling Bands....................................... ...................................................................................%2 ~, 9-05-12(l) Solid Wall PVC Culvert Pipe,Solid Wall PVC Storm Sewer Pipe, and PVC Sanitary Sewer Pipe.................%% Revision Date:May 19, 1997 9-05.12(1) Solid Wall PVC Culvert Pipe,Solid Wall PVC Storm Sewer Pipe,and Solid Wall PVC Sanitary Sewer Pipe...22 9-05.12(2) Profile Wall PVC Culvert Pipe and Profile Wall PVC Storm Sewer Pipe.................................................23 9-05.12(2) Profile Wall PVC Culvert Pipe, Profile Wall PVC Storm Sewer Pipe,and Profile Wall PVC Sanitary Sewer Pipe23 9-05.19 Corrugated Polyethylene Culvert Pipe................................................................................................23 SECTION 9-06,STRUCTURAL STEEL AND RELATED MATERIALS March 3, 1997................................................23 ' 9-06.16 Roadside Sign Structures..................................................................................................................24 9-06.5(3) High Strength Bolts......................................................................................................................24 9-06.5(4) Anchor Bolts...............................................................................................................................24 9-06.5(5) Bolt,Nut, and Washer Specifications......................................................................................................25 SECTION 9-09,TM1BER AND LUMBER March 3, 1997........................................................................................25 , 9-09.3(1)B Placing in Treating Cylinders......................................................................................................25 SECTION 9-11, WATERPROOFING March 3, 1997..............................................................................................25 9-11.1 Asphalt for Waterproofing................................................................................................................25 SECTION 9-12,MASONRY UNITS March 3, 1997................................................................................................25 9-12.4 Precast Concrete Manholes................................................................................................................25 , 9-12.5 Precast Concrete Catch Basins...........................................................................................................26 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 9-16.3(1) Rail Element...............................................................................................................................26 9-16.3(2) Posts and Blocks..........................................................................................................................26 9-16.3(5) Anchors.....................................................................................................................................27 Page-"D-iv Revision Date:May 19, 1997 1-04.6 Increased or Decreased Quantities 1-07.13(4) Repair of Dama e { TC "SECTION 1-04, SCOPE OF THE WORK" }SECTION 1-04, SCOPE OF THE 2 WORK March 3, 1997 1-04.6 Increased or Decreased Quantities The first sentence of Item no. 1 in the first paragraph is revised to read: 6 Either party to the contract will be entitled to renegotiate the price for that portion of the actual quantity in excess of 125 percent of the original bid quantity. 9 0 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 of work performed is less than 75 percent of 3 the original bid quantity. The equitable adjustment in the case of decreased quantities shall be based upon any increase or decrease in costs due 4 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. 7 Item no.4 in the second paragraph is deleted. { TC "SECTION 1-07, LEGAL RELATIONS AND RESPONSIBILITIES TO THE 9 PUBLIC" }SECTION 1-07, LEGAL RELATIONS AND RESPONSIBILITIES TO THE PUBLIC 1 March 3, 1997 2 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 descriptions on the minimum wage schedule in 6 the contract unless the Engineer approves an alternate method to identify labor used by the Contractor to compare with labor listed in the contract provisions. 1-07.11(10)B Required Records and Retention 0 The reference to "PR 1391" in the first sentence of the second paragraph is revised to read "FHWA 1391". t The third paragraph is revised to read: 4 All Contractors/Subcontractors having contracts of$100,000 or more that are Federally funded shall submit WSDOT form 820-010 to the Project Engineer by the fifth of the month during the term of the contract. The Cont ractor/Subcontractor shall maintain this information for all Contracting Agency funded projects,and those Federally funded projects under$100,000. 1-07.13(4) Repair of Damage 9 The second sentence of the first paragraph is revised to read: n 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 1-04.4 Page-AMD-5 Revision Date:May 19, 1997 1-09.8 Payment for Material on Hand 1-10-2(l) General 1 { TC "SECTION 1-099 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: t 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, 9 TEMPORARY TRAFFIC CONTROL o March 3, 1997 1 1-10.2(1) Traffic Control Supervisor 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 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 o in the event of that person's inability to perform. Such alternates shall be adequately trained and certified to 1 the same degree as the primary TCM and TCS. 2 3 The Contractor shall maintain 24-hour telephone numbers at which the TCM and TCS can be contacted and be 4 available upon the Engineers request at other than normal working hours. The TCM and TCS shall have 5 appropriate personnel, equipment, and material available at all times in order to expeditiously correct any 6 deficiency in the traffic control system. 7 8 1-10.2(1)A Traffic Control Manager 9 The duties of the Traffic Control Manager include: 0 1 1. Discussing proposed traffic control measures and coordinating implementation of the Contractor- 2 adopted traffic control plan(s) with the Engineer. 3 4 2. Coordinating all traffic control operations, including those of subcontractors, suppliers, and any , 5 adjacent construction or maintenance operations. 6 7 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 9 agencies, school districts, and transit companies. 0 Page AMD-6 ' Revision Date:May 19, 1997 1-10.2(1) General 1-10.20) General 1 4. Overseeing all requirements of the contract which contribute to the convenience, safety, and 02 orderly movement of vehicular and pedestrian traffic. W 4 5. Having the latest adopted edition of the MUTCD including the Modifications to the MUTCD for 5 Streets and Highways for the State of Washington and applicable standards and specifications r6 available at all times on the project. 7 8 6. Attending all project meetings where traffic management is discussed. 9 0 7. Review TCS's diaries daily and be responsible for knowing "field" traffic control operations. 1 - 2 1-10.2(1)B Traffic Control Supervisor 3 A TCS shall be on the project whenever traffic control labor is required or as authorized by the Engineer. 4 5 - The TCS shall personally perform all the duties of the TCS. During nonwork periods, the TCS shall be 6 able to be on the jobsite within a 45-minute time period after notification by the Engineer. 7 8 The TCS's duties shall include: 9 0 1. Inspecting traffic control devices and nighttime lighting for proper location, installation, 1 message e, cleanliness, and effect on the traveling public. Traffic control devices shall be 2 inspected each work shift except that Class A signs and nighttime lighting need to be checked 3 only once a week. Traffic control devices left in place for 24 hours or more should also be 4 inspected once during the nonworking hours when they are initially set up (during daylight or 5 darkness, whichever is opposite of the working hours). 6 7 2. Preparing a daily traffic control diary on DOT Forms 421-040A and 421-040B, which shall be 8 submitted to the Engineer no later than the end of the next working day to become a part of the 9 project records. The Contractor may use their own form if it is approved by the Engineer. 0 Include in the diary such items as: 1 2 a. When signs and traffic control devices are installed and removed, 3 b. Location and condition of signs and traffic control devices, 4 c. Revisions to the traffic control plan, 5 d. Lighting utilized at night, and 6 e. Observations of traffic conditions. 7 8 3. Ensuring that corrections are made if traffic control devices are not functioning as required. 9 The TCS may make minor revisions to the traffic control plan to accommodate site conditions as 0 long as the original intent of the traffic control plan is maintained and the revision has 1 concurrence of the WSDOT TCS. 2 3 4. Attending traffic control coordinating meetings or coordination activities as authorized by the 4 Engineer. 5 6 The TCS may perform the work described by "Traffic Control Labor" as long as the duties of the TCS 7 are accomplished. Possession of a current flagging card by the TCS is mandatory. 8 9 A reflective vest and hard hat shall be worn by the TCS- 0 Page-AMD-7 Revision Date:May 19, 1997 1-10.2(3) Conformance to Established Standards 1-10.3(5) Ternp2raa Traffic Control Devices 1 1-10.2(3) Conformance to Established Standards 2 This section is supplemented with the following: 3 4 The condition of signs and traffic control devices shall be new or "acceptable" as defined in the book Quality. 5 Standards For Work Zone Traffic Control Devices, and will be accepted based on a visual inspection by the 6 Engineer. The Engineer's decision on the condition of a sign or traffic control device shall be final. When a 7 sign or traffic control device becomes classified as "unacceptable" it shall be removed from the project and 8 replaced within 12 hours. 9 0 The book, Quality Standards For Work Zone Traffic Control Devices, is available by writing to the American 1 Traffic Safety Service Association, 5440 Jefferson Davis Hwy., Fredericksburg, VA 22407, telephone: (703) 2 898-5400, FAX (703) 898-5510. 3 4 1-10.3(1) Traffic Control Labor 5 The first sentence of the second paragraph is replaced with the following two sentences: 6 7 Flaggers and spotters shall possess a current flagging card issued by the State of Washington, Oregon, or 8 Idaho. The flagging card shall be immediately available and shown upon request by the Contracting Agency. 9 0 1-10.3(2) Traffic Control Vehicle r 1 This section is revised to read: 2 3 When the bid proposal includes an item "Traffic Control Vehicle," the work required for this item is furnishing 4 a vehicle or vehicles for the traffic control supervisor and for transporting the Class B construction signs and 5 other temporary traffic control devices in the "work area" defined in Section 1-10.5. The eligible work for , 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 0 storage is approved by the Engineer, and 1 3. Relocation on the project, provided that, the new locations are in accordance with the contract plans, 2 approved traffic control plan, or the orders of the Engineer. 3 4 The traffic control vehicle shall be equipped with a roof or post-mount flashing amber light visible for 360 , 5 degrees. 6 7 1-10.3(5) Temporary Traffic Control Devices 8 The first sentence of the first paragraph is revised to read: ' 9 0 When the bid proposal includes an item for "Temporary Traffic Control Devices", the work required for this 1 item shall be furnishing barricades, flashers, cones, traffic safety drums, and other temporary traffic control 2 devices, unless the contract provides for furnishing a specific temporary traffic control device under another 3 item. 4 , Page-AMD-8 Revision Date:May 19, 1997 1-10.4 Measurement 1-10.5 Payment 1 1-10.4 Measurement 2 The fourth paragraph is revised to read: 3 4 Traffic control supervisor will be measured per hour for each hour a person is actually performing the duties 5 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. 7 8 The following paragraph is inserted after the fourth paragraph: 9 0 No unit of measure will apply to the position of traffic control manager and it wiH be considered incidental to 1 unit contract prices. When the traffic control manager performs the duties of the traffic control supervisor, 2 measurement and payment will be as specified for the traffic control supervisor. 3 4 The sixth paragraph is revised to read: 5 6 The days eligible for "Traffic Control Vehicle" will be those days that a vehicle or vehicles are actually used 7 for the previously described work. The Contractor may use more than one vehicle to perform this work, 8 however, all the vehicles used will be considered one unit for the days that more than one vehicle is used. 9 Vehicles required to be furnished by any other specifications such as Section 1-10.3(6) may be used for doing 0 the work required by this section but will be excluded from payment under this section. t 2 1-10.5 Payment 3 The bid item "Traffic Control Supervisor", per day, is revised to read: 4 5 "Traffic Control Supervisor", per hour. 6 7 The first paragraph following the bid item "Traffic Control Supervisor" is revised to read: 8 9 The unit contract price per hour for "Traffic Control Supervisor" shall be full pay for each hour a person I performs the duties described in Section 1-10.2(1)B including when performing traffic control labor duties. 1 2 Under the bid item "Temporary Traffic Control Devices", the reference to "Section 1-103(9)", is revised to read 3 "Section 1-10.3(5)". 4 5 The first paragraph following the bid item "Traffic Control Vehicle" is revised to read: 5 7 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 I under the item "Traffic Control Labor" or "Traffic Control Supervisor". 1 The last paragraph of this section is deleted. Page-AMD-9 Revision Date:May 19, 1997 2-033(14)I Embankments at Bridge and Trestle Ends 2-09.3(1)E Backfillin I { TC "SECTION 2-03, ROADWAY EXCAVATION AND EMBANKMENTtt 2 )SECTION 2-039 ROADWAY EXCAVATION AND EMBANKMENT 3 March 3, 1997 4 2-03.3(14)1 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. Embanlanents 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 2 unless approved by the Engineer. 3 4 The Contractor may request, in writing, approval to place the abutment backfill (either full or partial height) 5 prior to placement of the superstructure. To receive this approval, the Contractor shall submit calculations, for 6 the Engineer's review. The calculations shall prove that the abutment is stable, both for overturning and 7 sliding, without the superstructure In place. The stability calculations shall assume a loading of 30 lbs/ft' 8 equivalent fluid pressure and include at least a 2 foot surcharge for the backfill placement equipment. If the 9 abutment backfill is allowed to be placed prior to completion of the superstructure, the Contractor shall bear 0 any added cost that results from the change. 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). 5 { TC "SECTION 2-09, STRUCTURE EXCAVATION" )SECTION 2-09, 6 STRUCTURE EXCAVATION 7 March 3, 1997 8 2-09.3(1)E Backfilling 9 The specifications for Controlled Density Fill in the fourth paragraph are revised to read: 0 1 Ingredients Amount per Cu. Yd. 2 Portland Cement 50 lb. , 3 Fine Aggregates Class 1 or 2 3300 lb. (3500 lb. if flyash Class C is 4 used.) 5 Air Entrainment Admixture Per Manufacturer's recommendations t 6 Fly Ash Class F or 300 lb. 7 Fly Ash Class C 150 lb. 8 Water 300 lb. (maximum) t 9 Page-AM&10 Revision Date:May 19, 1997 2-09.4 Measurement 6-02.3(4)D Temperature and Time For Placement 1 2-09.4 Measurement 2 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: 4 5 For all pipes, pipe arches, structural plate pipes, and underpasses, the structural excavation quantity will be 6 calculated based on the following trench width: 7 8 For drain and underdrain pipes, trench width = I.D. + 12 inches. 9 For pipes 15 inches and under, trench width = I.D. + 30 inches. o For pipes 18 inches and over, trench width = (1.5 x I.D.) + 18 inches. 1 2 Under "Horizontal Limits" the following new paragraph is added: 3 4 For drywells, the limits shall be in accordance with the Standard Plans. 5 6 The paragraph for "Gravel Backfill" is revised to read: 117 8 Gravel Backfill 9 Gravel backfill, except when used as bedding for culverts and storm sewer pipes, will be measured by the 0 cubic yard in place determined by the neat lines required by the Plans. 1 ..2 2-09.5 Payment 3 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, 5 STOCKPILING AGGREGATES 6 March 3, 1997 7 3-02.3(1) Asphalt Concrete Aggregates 8 The first paragraph is revised to read: 9 0 Aggregates for Classes A, B and E shall be produced or furnished in the following sizes as they apply to the 1 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 2 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. 4 { TC "SECTION 6-02, CONCRETE STRUCTURES" }SECTION 6-02, CONCRETE .. 5 STRUCTURES 6 March 3, 1997 7 6-02.3(4)D Temperature and Time For Placement 8 The first paragraph is supplemented with the following: 9 Page-AMD-11 Revision Date:May 19, 1997 6-02.3(11) Curin 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 4 6-02.3(11) Curing Concrete t 5 Item number 1 of the first paragraph is revised to read: 6 7 1. Bridge roadway slabs (except those made of concrete Class 4000D and 4000DLS), bridge approach slabs, 8 flat slab bridge superstructures, bridge sidewalks, box culvert tops, roofs of cut and cover tunnels - curing 9 compound covered by white reflective type sheeting, or continuous wet curing for at least 10 days. 0 1 6-02.3(17)J Face Lumber, Studs, Wales, and Metal Forms 2 The 22nd paragraph of Section 6-02.3(17)1 is revised to read: 3 4 The Contractor shall select a parting compound from the current Qualified Products List, or submit to the 5 Engineer a sample of the parting compound at least ten working days before its use. Approval or non-approval 6 shall be based on laboratory test results or selection off the current Qualified Products List. 7 8 6-02.3(24)A Field Bending 9 Item No. 2 under "In field-bending steel reinforcing ars" in the second a 0 g paragraph, is revised to read: 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 2 The minimum bending diameters for stirrups and ties for No. 4 and No. 5 bars when heat is not applied shall I 8 be specified in Section 9-07. 9 o 6-02:3(25)F Prestress Release 1 This Section is supplemented with the following: 2 3 The Contractor may request, in writing, permission to release the prestressing reinforcement at a minimum 4 concrete compressive strength less than specified in the Plans. This request shall be accompanied with 5 calculations, prepared by a Professional Engineer licensed in the state of Washington, showing the adequacy of W 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 i 9 by the Contracting Agency. Fabrication of girders using the revised release strength shall not begin until the o Contracting Agency has provided written approval of the revised release compressive strength. if a reduction of 1 the minimum concrete compressive strength at release is allowed, the Contractor shall bear any added cost that 2 results from the change. Page-AMD-12 Revision Date:May 19, 1997 6-10.3(1) Precast Concrete Barrier 7-05.2 Materials 1 { TC "SECTION 6-10, CONCRETE BARRIER" }SECTION 6-10, CONCRETE 2 BARRIER 3 March 3, 1997 4 6-10.3(1) Precast Concrete Barrier 5 The first two paragraphs are replaced with the following paragraph: 6 7 The concrete in precast barrier shall be Class 4000 and comply with the provisions of Section 6-02.3. No 8 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. 9 1 The fifth paragraph is revised to read: 2 3 Precast concrete barrier shall be cured in accordance with Section 6-02.3(25)D except that the barrier shall be a 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 6 additional curing is required once the barrier is removed from the forms. 7 8 6-10.5 Payment 9 Section 6-10.5, Payment, is supplemented with the following: 0 1 "Single Slope Concrete Barrier", per linear foot. 2 The unit contract price per linear foot for "Single Slope Concrete Barrier" shall be full pay for either cast in 3 place or precast single slope concrete barrier. 4 { TC "SECTION 7-05, MANHOLES, INLETS, AND CATCH BASINS" }SECTION 5 7x-05, MANHOLES, INLETS, AND CATCH BASINS 6 March 3, 1997 7 The title of this section is revised to read: 8 9 SECTION 7-05, MANHOLES, INLETS, CATCH BASINS, AND DRYWELLS 0 1 7-05.1 Description 2 In the first paragraph, the work "drywells" is inserted after the word "inlets". 3 4 7-05.2 Materials 5 This section is supplemented with the following: 6 7 Crushed Surfacing Base Course 9-03.9(3) 8 Gravel Backfill For Drywells 9-03.12(5) Page-AMD-13 Revision Date:May 19, 1997 T-05-3 Construction Requirements 7-05.5 Payment 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 8 The excavation for drywells shall be in accordance with the Standard Plans. The drywell and gravel backfll 9 for drywell shall be completely encased in moderate survivability undergfound drainage geotextile in 0 accordance with the Standard Plans and in conformance with Section 2-12.1 During construction of the 1 drywell, all necessary precautions shall be taken to prevent debris and eroded material from entering the 2 drywell. 3 4 The third paragraph is deleted. 5 6 The eighth paragraph is supplemented with the following: 7 8 Mortar shall conform to the requirements of Section 9-04.3. 9 o The 15th paragraph is revised to read: 1 2 Backfilling of inlets, manholes, catch basins, and drywells shall be done in accordance with the provisions of 3 Section 2-09. 4 5 The 16th paragraph is revised to read: 6 7 Manholes, catch basins, inlets and drywells shall be constructed on a compacted or undisturbed level 8 foundation. If the Contractor elects to use a separate cast-in-place base, the concrete shall be Class 4000. 9 Upon fmal acceptance of the work, all manholes, catch basins, inlets, drywells, and other drainage structures 0 shall conform to the requirements of the Standard Plan except as approved by the Engineer. 1 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-"D-14 Revision Date:May 19, 1997 7-08.2 Materials 7-08.3(2)D Pipe Laying-Steel or Aluminum 1 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 7 This section is deleted in its entirety. c { TC "SECTION 7-08, GENERAL PIPE INSTALLATION REQUIREMENTS" 9 }SECTION 7-08, GENERAL PIPE INSTALLATION REQUIREMENTS March 3, 1997 7-08.2 Materials 2 This section is revised to read: Materials shall meet the requirements of the following sections: s Gravel Backfill for Foundations 9-03.12(1) Gravel Backfill for Pipe Zone Bedding 9-03.12(3) 8 Bedding Material for Thermoplastic Pipe 9-03.16 o 7-08.3(1)A Trenches The second paragraph is revised to read: 1 3 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. 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 I In the first sentence of the first and second paragraph, the word "material" is inserted after "Pipe zone bedding". 2 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 together with approved bands. Page-AMD-15 Revision Date:May 19, 1997 7-08.3(2)G Jointing of Dissimilar Pipe I 7-17.3(2)C Infiltration Test I 2 7-08.3(2)G Jointing of Dissimilar Pipe 3 This section is revised to read: 4 5 Dissimilar pipe shall be jointed by use of a factory-fabricated adapter coupling as detailed in the Plans, or a 6 pipe collar as detailed in the Standard Plans. 7 8 7-08.4 Measurement - 9 The following new paragraph is inserted after the first paragraph: o I There will be no specific unit of measure for any material placed in the pipe zone in the installation of culvert 2 and storm sewer pipes. 3 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 I 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 7 717.2 Materials 2 The reference to "PVC Sanitary Sewer Pipe" in the fourth paragraph is revised to read "Solid Wall PVC Sanitary 3 Sewer Pipe". 4 5 The fourth paragraph is supplemented with the following: 6 7 Profile Wall PVC Sanitary Sewer Pipe 9-05.12(2) 8 � 9 7-17.3(2)C Infiltration Test o The reference to "(in liters per hour)" in the formula in the second paragraph is revised to read " in gallons r I hour)". ( g pe 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 l PAVEMENT MARKER 3 March 3, 1997 4 8-09.1 Description The word "raised" is deleted from the first and second sentences. 6 8-09.3 Construction Requirements 13 This Section is revised by adding the following new Section: 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. s 4 8-09.5 Payment 5 The first paragraph is supplemented with the following new bid item: 6 7 "Recessed Pavement Marker", per hundred. B 9 The second paragraph is revised to read: 0 I The unit contract price per hundred for "Raised Pavement Marker Type V, "Raised Pavement Marker Type 2 2", "Raised Pavement Marker Type 3-_ In.", and "Recessed Pavement Marker" shall be full pay for 3 furnishing and installing the markers in accordance with these Specifications, including all costs involved with a traffic control except for reimbursement for labor for traffic control in accordance with Section 1-10.5. 5 { TC "SECTION 8-11, GUARDRAIL" )SECTION 8-11, GUARDRAIL 6 March 3, 1997 7 8-11.3(1)C Erection of Rail 8 The following paragraph is inserted after the second paragraph: 9 0 When nested W-beam or thrie beam is specified, two sections of guardrail, one set inside of the other shall be I installed. The inside and outside rail elements shall not be staggered. 2 3 8-11.3(1)D Anchor Installation 4 The heading is revised to read: 5 6 Terminal and Anchor Installation 7 8 The reference to "steel tubes" in the third paragraph is revised to read "foundation tubes". Page-AMD-17 Revision Date:May 19, 1997 8-15.2 Materials 8-20.2(1) E ui ment List and Drawin s 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. 8 { TC "SECTION 8-15, RIPRAP" )SECTION 8-15, RIPRAP 9 March 3, 1997 o 8-15.2 Materials i The reference to Slab Riprap in the first paragraph is deleted. 2 3 8-15.4 Measurement 4 The third paragraph is revised to read: 5 6 Filter blanket will be measured by the ton or per cubic yard of filter blanket actually placed. 7 8 The fifth paragraph dealing with Concrete Slab Riprap is deleted. 9 SECTION 8-17, IWACT ATTENUATOR SYSTEMS o March 3, 1997 1 _ 8 17.3 Construction Requirements 2 The following paragraph is inserted before the first paragraph: 3 4 Assembly and installation shall be supervised at all times by a manufacturer's representative, or an installer that 5 has been-trained and certified by the unit's manufacturer. A copy of the installer certification shall be provided 6 to the Engineer prior to installation. 7 8 The first sentence of the first paragraph is revised to read: 9 o 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 s 8-2 � 0.2(1) Equipment List and Drawings 6 The fifth paragraph is revised to read: 7 Page-AMD-18 Revision Date:May 19, 1997 8-20.3(13)A Light Standards 8-21.3(9)F Bases 1 The Contractor will not be required to submit shop drawings for approval for light standards conforming to the 2 pre-approved plans listed in the Qualified Products List. 3 4 8-20.3(13)A Light Standards 5 The first sentence of Item No. 2 in the third paragraph is deleted. 6 7 The first sentence of Item No. 4 in the third paragraph is deleted. 8 { TC "SECTION 8-21, PERMANENT SIGNING" }SECTION 8-219 PERMANENT 9 SIGNING o March 3, 1997 1 8-21.2 Materials 2 The second sentence of the first paragraph is revised to read: 3 4 Materials for sign bridges, cantilever sign structures, roadside sign structures, and sign mounting shall meet the 5 requirements of Section 9-06. 6 7 8-21.3 Construction Requirements 8 8-21.3(4) Sign Removal 9 This section is revised to read: 0 1 Where shown in the Plans or ordered by the Engineer, the existing signs and, if so indicated, the sign 2 structures shall be removed by the Contractor. Where indicated, the Contractor shall remove concrete 3 pedestals to a minimum of 1 foot below finished grade and backfill the hole to the satisfaction of the 4 Engineer. Where an existing sign post is located within a sidewalk area, the Contractor shall remove the 5 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 7 Contractor and shall be removed from the project. Aluminum signs shall remain the property of WSDOT. 8 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 1) shall be included with the shipment. If the Contractor elects to deliver the signs, it shall be at no expense 1 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 3 become the property of the Contractor and removed from the project. The Contractor will be charged 4 $2.00 per square foot for any signs that are lost or rendered unrecyclable by the Contractor's operation. 5 6 8-21.3(9)F Bases 7 The second sentence of the second paragraph is revised to read: 3 Page AMD-19 Revision Date:May 19, 1997 8-21.3(10)A Sign Lighfing Lighting Luminaires t 8-22.2 Materials 1 Spiral foundation reinforcement shall conform to ASTM A 82 for sign post bases and Section 9-07 for all 2 other sign structure bases. 3 4 The second paragraph is supplemented with the following: 5 6 Concrete for sign post foundations shall be Class 3000 conforming to the requirements of Section 6-02.3. 7 8 8-21.3(10)A Sign Lighting Luminaires 9 The reference to "Section 9-28.16" in the first sentence is revised to read "Section 9-28.15". 0 1 This section is revised by adding the following new sections: 2 � II 3 8-21.3(9)G Identification Plates 4 When sign structures are constructed, the Contractor shall attach sign structure identification plates to the sign 5 structures as directed by the Engineer. The identification plates will be supplied by the Engineer. When sign 6 structures are removed, the Contractor shall remove the sign structure identification plates from the sign 7 structures and give them to the Engineer. 8 9 8-21.3(12) Steel Sign Posts 0 Steel sign posts shall be connected to concrete bases using the following procedure: 1 2 1. Remove all galvanized runs and beads from washer area. 3 2. Assemble sign post to stub post with bolts, using one flat washer on each bolt between plates. 4 3. Shim as required to plumb sign posts. 5 4. Tighten bolts in a systematic order to required torque while not over tightening. 6 5. Loosen each bolt and retighten to required torque in the same order as initial tightening. 7 6. After Contracting Agency inspection of bolt torque, burr threads with center punch to prevent 8 loosening. 9 0 When AASHTO M 183 or ASTM 36 steel is used for posts, a welded bead approximately 2 inches long shall 1 be placed on the post approximately 6 inches from the base connection. When AASHTO M 222, AASHTO M 2 223, ASTM A 572 Grade 50, or ASTM A 53 Grade B steel is used, 2 welded beads approximately 2 inches 3 long and 1/2-inch apart shall be placed on the post approximately 6 inches from the base connection. 4 { TC "SECTION 8-22 PAVEMENT MARKINGS" }SECTION 8-229 PAVEMENT 5 MARKINGS 6 March 3, 1997 7 8-22.2 Materials 8 The first sentence is revised to read: 9 0 Material for pavement marking shall be paint or plastic as noted in the bid item and selected from approved 1 materials listed in the Qualified Products List. 2 3 8-22.4 Measurement Page-AMD-20 Revision Date:May 19, 1997 9-02.4 Anti-Stripping Additive 9-03.14(2) Select Borrow 1 The second sentence of the eighth paragraph is revised to read: 2 3 Removal of traffic markings or stripes in excess of 4 inches in width will be measured by the square yard for 4 the area actually removed. 5 { TC "SECTION 9-02, BITUMINOUS MATERIALS" )SECTION 9-02, 6 BITUMINOUS MATERIALS 7 March 3, 1997 8 9-02.4 Anti-Stripping Additive 9 This section is revised in its entirety to read: 0 1 When directed by the Engineer, heat-stable anti-stripping additive shall be added to the asphalt mix. At the 2 option of the Contractor, the anti-stripping additive can be either added to the liquid asphalt or sprayed on the 3 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 5 amount of anti-stripping additive shall not be changed without approval of the Engineer. 6 7 When liquid anti-stripping additive is added to the liquid asphalt, the amount will be designated by the 8 Engineer, but shall not exceed 1 percent by mass (weight) of the liquid asphalt. 9 o When polymer additives are sprayed on the aggregate, the amount will be designated by the Engineer, but shall 1 not exceed 0.67 percent by mass (weight) of the aggregate. 2 3 The use of another process or procedure for adding anti-stripping additive to the asphalt mix will be considered 4 based on a proposal from the Contractor. 5 { TC "SECTION 9-03, AGGREGATES" )SECTION 9-03, AGGREGATES 6 March 3, 1997 7 9-03.12 Gravel Backfill 8 This section is supplemented with the following new section: 9 o 9-03.12(5) Gravel Backfill for Drywells 1 Gravel backfill for dry-wells shall meet the requirements for coarse aggregate for Portland cement concrete, 2 Grading No. 4 in accordance with Section 9-03.1(3)C. 3 4 9-03.14(2) Select Borrow 5 The sand equivalent requirement in the first paragraph is revised to read "25 min." Page-AMD-21 Revision Date:May 19, 1997 f 9-04.3 Joint Mortar 9-05.12(2) Profile Wall PVC Culvert Pi pe and Profile Wall PVC Storm sewer Pipe 1 { TC "SECTION 9-049 JOINT AND CRACK SEALING MATERIALS" }SECTION 9- 2 04, JOINT AND CRACK SEALING MATERIALS 3 March 3, 1997 4 9-04.3 Joint Mortar 5 The first paragraph is revised to read: 6 7 Mortar for hand mortared joints shall consist of one part Portland cement, three parts fine sand, and sufficient 8 water to allow proper workability. 9 { TC "SECTION 9-059 DRAINAGE STRUCTURES, CULVERTS, AND CONDUITS" 0 }SECTION 9-059 DRAINAGE STRUCTURES, CULVERTS, AND CONDUITS 1 March 3, 1997 2 9-05.4(7) Coupling Bands 3 The first paragraph is supplemented with the following: 4 5 As an alternate to the coupling bands shown in the Standard Plans, 24-inch wide flat band couplers are allowed 6 for use on all sizes of steel pipe arch with 3-inch by 1-inch corrugations. Rubber gaskets for flat band couplers 7 shall conform to the requirements of Section 9-04.4(3) and shall have a minimum thickness of 1 inch. When 8 flat band couplers are used, pipe arch ends are not required to be recorrugated. 9 0 9-05.12(1) Solid Wall PVC Culvert Pipe, Solid Wall PVC Storm Sewer Pipe, i PVC Sanitary Sewer Pipe and 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 1 The third paragraph is revised to read: 2 3 Fittings for solid wall PVC pipe shall be injection molded, factory welded, or factory solvent cemented. 4 5 9-05.12(2) Profile Wall PVC Culvert Pipe and Profile Wall PVC Storm Sewer Pipe 6 The section heading is revised to read: . 7 Page AMD-22 Revision Date:May 19, 1997 9-05.12(2) Profile Wall PVC Culvert Pipe, Profile Wall PVC 9-06.16 Roadside Sign Structures Storm Sewer Pipe and Profile Wall PVC Sanitary Sewer Pipe 1 9-05.12(2) Profile Wall PVC Culvert Pipe, Profile Wall PVC Storm Sewer Pipe, and Profile Wall PVC 2 Sanitary Sewer Pipe 3 4 The first paragraph is revised to read: 5 6 Profile wall PVC culvert pipe and profile wall PVC storm sewer pipe shall meet the requirements of AASHTO 7 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. 9 to The first sentence of the third paragraph is revised to read: 1 2 Qualified producers are identified in the Qualified Products List. 3 4 The fifth paragraph is revised to read: 5 6 Fittings for profile wall PVC pipe shall meet the requirements of AASHTO M 304 or ASTM F 794 Series 46. 7 8 9-05.19 Corrugated Polyethylene Culvert Pipe 9 The second sentence of the first paragraph is revised to read: 0 1 The maximum pipe diameter shall be as specified in the Qualified Products List. 2 3 The first sentence of the fourth paragraph is revised to read: 4 5 Qualified producers are identified in the Qualified Products List. 6 7 9-05.20 Corrugated Polyethylene Storm Sewer Pipe 8 The first subparagraph in the first paragraph is revised to read: 9 0 The maximum pipe diameter for corrugated polyethylene storm sewer pipe shall be the diameter for which a 1 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" 3 }SECTION 9-06, STRUCTURAL STEEL AND RELATED MATERIALS 4 March 3, 1997 5 This section is revised by adding the following: 6 7 9-06.16 Roadside Sign Structures 8 All bolts shall conform to ASTM A 325. Washers for bolts shall be hardened steel per AASHTO M 293. 9 0 Posts for single post sign structures shall meet the requirements of ASTM A 36 or ASTM A 53 Grade B. t 2 Posts for multiple post sign structures shall meet the requirements of AASHTO M 183. Posts meeting the 3 requirements of AASHTO M 222, AASHTO M 223, or ASTM A 572 Grade 50 may be used as an acceptable 4 alternate to the AASHTO M 183 posts. All steel not otherwise specified shall conform to AASHTO M 183. Page-AMD-23 Revision Date:May 19, 1997 all .........._.. ..... ..... ...... 9-06.5(3) High Strength Bolts 9-06.5(5) Bolt Nut and Washer Specifications 1 2 Triangular base stiffeners for one-directional multi-post sign posts shall meet the requirements of AASHTO M 3 222, AASHTO M 223, or ASTM A 572 Grade 50. 4 5 Base connectors for multiple directional steel breakaway posts shall conform to the following: 6 7 brackets Aluminum Alloy 6061 T-6 8 bosses for Type 2B brackets ASTM A 582 9 coupling bolts ASTM A 325 0 anchor bolts ASTM 304 stainless steel for threaded. 1 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 0 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 0 Certificate of Compliance for the lot provided shall show the ultimate tensile strength test results. 1 2 9-06.5(4)`Arichor 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. 0 1 9-06.5(5) Bolt, Nut, and Washer Specifications 2 The ASTM Specification for "Washers - High Strength Bolts" is revised to read "F 436". Page AMD-24 Revision Date:May 19, 1997 9-09.3(1)B Placing in Treating Cylinders 9-12.5 Precast Concrete Catch Basins 1 { TC "SECTION 9-09, TIMBER AND LUMBER" }SECTION 9-09, TIMBER AND 2 LUMBER 3 March 3, 1997 4 9-09.3(1)B Placing in Treating Cylinders 5 The requirements for Sign Posts, Mileposts, Sawed Fence Posts, and Mailbox Posts, in the Lumber Grade 6 Requirements Table are deleted. 7 _ 8 The references to Lodgepole Pine in the Lumber Grade Requirements table are deleted. 9 { TC "SECTION 9-11, WATERPROOFING" }SECTION 9-11, WATERPROOFING o March 3, 1997 1 9-11.1 Asphalt for Waterproofing 2 In the second paragraph, the reference to "ASTM C987" is revised to read "ASTM D41". 3 { TC "SECTION 9-12, MASONRY UNITS" }SECTION 9-12, MASONRY UNITS 4 March 3, 1997 5 9-12.4 Precast Concrete Manholes 6 This section is revised to read: 7 8 Precast concrete manholes shall meet the requirements of AASHTO M 199. 9 o The joints may be the tongue and groove type or the shiplap type, sufficiently deep to prevent lateral 1 displacement. 2 3 As an alternate to steel reinforcement, 48-inch diameter by 3-foot high eccentric or concentric cone sections 4 may be reinforced with synthetic fiber. The synthetic fiber shall meet the requirements of ASTM C 116 Type 5 111. 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 7 0.75 inches and a maximum of 2 inches in length. A minimum of two hoops of W2 wire shall be placed in the 3 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. a 1 9-12.5 Precast Concrete Catch Basins 2 This section is supplemented with the following: 3 4 Knockouts or cutouts may be placed on all four sides and may be round or D shaped. 5 6 Section 9-12 is supplemented with the following new section: 7 Page-AMD-25 Revision Date:May 19, 1997 9-12.7 Precast Concrete Drywells 9-16.3(5) Anchors 1 9-12.7 Precast Concrete Drywells 2 Precast concrete drywells shall meet the requirements of Section 9-12.4. Seepage port size and shape may 3 vary per manufacturer. Each seepage port shall provide a minimum of 1 square inch and a maximum of 4 square inches for round openings and 13 square inches for rectangular openings. The ports shall be unifotml 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 0 9-13.4 Concrete Slab Ri ra P P 1 This section is deleted. 2 �. 3 { TC "SECTION 9-169 FENCE AND GUARDRAIL" }SECTION 9-169 FENCE AND 4 GUARDRAIL 5 March 3, 1997 6 9-16.3(1) Rail Element 7 The first paragraph is revised to read: 8 9 The W-beam or thrie beam rail elements, backup plates, reducer sections and end sections shall conform to "A 0 Guide to Standardized Highway Barrier Hardware" published by AASHTO, AGC, and ARTBA. All rail 1 elements shall be formed from 12 gage steel except for thrie beam used for bridge rail retrofit and Design F 2 end sections, which shall be formed from 10 gage steel. 3 4 9-16.3(2) Posts and Blocks 5 The second sentence of the first paragraph is revised to read: 6 7 Blocks listed on the Qualified Products List that are made from alternate materials may be used in accordance 8 with manufacturers recommendations. 9 0 9-16.3(5) Anchors i The following paragraph is inserted after the third paragraph: 2 3 Foundation tubes shall be fabricated from steel conforming to the requirements of ASTM A 500, grade B or 4 ASTM A 501. s 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 SPECIAL PROVISIONS aw •• DIVISION 1 GENERAL REQUIREMENTS MW 1-01 DEFINITIONS AND TERMS 1-01.3 Definitions(APWA Only) Add the following definitions: CITY The City of Renton Substantial Completion Date(APWA Only) The date established by the Contracting Agency or ENGINEER when the contract work is completed to a point that the formal procedures for liquidated damages will no longer be used and liquidated damages thereafter will be assessed on the basis of direct engineering and related cost for overruns of the contract time until the Actual Completion Date. Actual Completion Date(APWA Only) The date established by the ENGINEER as the date that all the work the contract requires is complete. Acceptance Date(APWA Only) The date the Contracting Agency accepts the completed contract and items of work shown in the final tr estimate. .. 1-02 BID PROCEDURES AND CONDITIONS 1-02.4 Examination of Plans,Specifications,and Site Work 1-02.4(1) General 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 i Delete the first sentence of this section and replace with the following: i H:FILESYS:WTR-27-3142:Spec Prov1-17.doc/RLM/tb Page 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." 1-03 AWARD AND EXECUTION OF CONTRACT 1-03.1(1) Consideration of Bids(additional Section) The contract,if awarded, will be awarded to the lowest, responsive,responsible bidder. 1-03.2 Award of Contract(Supplemental Section) The contract award or bid rejection will occur within 30 calendar days after the bid opening. 1-04 SCOPE OF THE WORK 1-04.12 Hours of Work(Additional Section) General hours of work for the Project shall be limited to the hours of 7:00 a.m. to 5:00 p.m. 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 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. 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. H:FILESYS:WTR-27-3142:Spec Prov1-17.doc/RLM/tb Page 2 w 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 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. ■s 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. 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 (50'max. interval for laser control) (30'max. interval for batter boards) r 1-06 CONTROL OF MATERIAL 1-06.1 Source of Supply and Quality of Materials (Supplemental Section) 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 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. ,r 1-06.7 Shop Drawings and Submittals(Additional Section) 1-06.7(1) General(Additional Section) Shop drawing and submittal review will be limited to general design requirements only, 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 aril 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. 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 r 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 Contractor has verified dimensional information, confirmed that specified criteria has been met, and acknowledges that the product, method, or information will function as intended. 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 81h"x11", 11"x17, or 22"04" sheets and shall contain the following information: 1. Project 2. Contractor 3. Engineer 4. Owner 5. Applicable specification and drawings reference. H:FILESYS:WTR-27-3142:Spec Provl-17.doc/RLM/tb Page 4 6. A stamp showing that the Contractor has checked the equipment for conformance with the contract requirements, coordination with other work on the job, and dimensional suitability. 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 W* 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 returned to the Contractor after review. Additional sets will be returned to the Contractor, if remaining. 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 use on this project. 1-06.7(5) Submittal Requirements(Additional Section) The following submittal items shall be provided to the Engineer by the Contractor and additional r submittal information shall be provided to the Engineer by the Contractor if required by the Engineer: 5-04 Asphalt Concrete Pavement Materials 7-06 Concrete Anchor Blocks 7-10.3 Pipe Foundation and Bedding Materials 7-10.3 Backfilling of Trenches 9-30 Ductile Iron Pipe and Fittings 9-30 Gate Valves ,. 9-30 Fire Hydrants, Combination Air-Vac. Release Assemblies H:FILESYS:WTR-27-3142:Spec Provl-17.doc/RLM/tb Page 5 .ir 1-07 LEGAL RELATIONS AND RESPONSIBILITIES TO THE PUBLIC r 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 so cultural resources investigations. In the event that potential cultural resources are discovered during subsurface excavations at the site of an 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. 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 4W 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 project, in which case the Engineer will make an adjustment for increased cost of performance of the contract. 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 is backfilled and compacted. The restoration of the distributed lawn area shall be performed under the following guidelines: No 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 0 without low areas to trap water and compacted, all as approved by the ENGINEER. H:FILESYS:WTR-27-3142:Spec Prov I-17.doc/RLM/tb Page 6 W r., 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. ..r 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. r 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. r 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 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 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. r ir. H:FILESYS:WTR-27-3142:Spec Prov1-17.doc/RLM/tb Page 7 i 3 1-09 MEASUREMENT AND PAYMENT MEASUREMENT AND PAYMENT 1-09.14 Payment Schedule(Additional Section) GENERAL ar 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 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) 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 +r 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. Payment for construction surveying, staking and as-built information will be made at the measured percentage amount for the pay period times the lump sum amount bid, said payment will be complete ,. compensation for all labor, materials, equipment, travel, surveying needed to construct the improvements to the line and grade as shown on the plans, to provide the required construction and as-constructed field (as-built information) notes and drawings, etc. required to complete this item of work in conformance with the Contract Documents. No more than 50% of the bid amount for this item shall be paid prior to the review and acceptance of the as-constructed information by the Engineer. Bid Item 4- 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. 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 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. Payment for temporary erosion/sedimentation control(s)will be at the lump sum amount bid. low Bid Item 5- 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, 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 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 6- 3/4-Inch Water Service,Meter Setter,Meter Box and Connection Measurement for furnishing and installing water service, meter setter, meter box and connection of the type and size shown will be per each water service and shall be installed in conformance with the Contract Documents. Payment for furnishing and installing water service of the type and size shown size as shown shall be full -WP pay to complete the work specified in the contract documents and plans, and shall include but not be limited to the following: H:FILESYS:WTR-27-3142:Spec Prov1-17.doc/RLM/tb Page 9 • 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, • Furnishing and installing approved couplers and adapters, • Final connection to the existing private water service lines behind the meters and property lines, • Placing and compacting of bedding materials, • Placing and compacting trench backfill, • Replacing,protecting and/or maintaining existing utilities, • Restoration of public and private properties Bid Item 7- Class 52,8-Inch Ductile Iron Water Pipe with Poly-wrap,and Ductile Iron Fittings ' 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. 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, • Stockpiling suitable excavated material for use as pipe bedding and trench backfill as directed by the Engineer, • Furnishing, installing, laying and jointing water pipes and fittings of the size, type and class shown, polyethylene encasement, special fittings, horizontal and vertical bends, vertical crosses for poly- pigging, shackle rods,temporary blow-off assemblies,and all incidentals, • Furnishing bedding materials, placing and compacting pipe bedding,as shown on the plans, • Placing and compacting trench backfill, • Testing,poly-pigging,disinfecting and flushing of water mains • Replacing,protecting and/or maintaining existing utilities Bid Item 8- 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 H:FILESYS:WTR-27-3142:Spec Prov1-17.doc/RLM/tb Page 10 .. ■' the work specified in the contract documents and plans, and shall include but not be limited to the following: .. • Locating existing utilities and potholing in advance to determine their horizontal and vertical location, • Saw cutting, trench excavation, and dewatering(if needed), • Removal, hauling and disposal of pavement, curbs, gutters, sidewalks, surplus and unsuitable +•r excavated material and the like, • Stockpiling suitable excavated material for use as pipe bedding and trench backfill as directed by the Engineer, .. • Furnishing, 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, •rr • Placing and compacting of bedding materials, • Placing and compacting trench backfill, • Replacing,protecting and/or maintaining existing utilities .. Bid Item 9- 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. 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 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, .r� • Placing and compacting trench backfill, • Testing, poly-pigging, disinfecting and flushing of new hydrants • 2 coats of an approved paint per standard specifications r. • Replacing,protecting and/or maintaining existing utilities 'W Bid Item 10 - 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. H:FILESYS:WTR-27-3142:Spec Prov1-17.doc/RLM/tb Page 1 l Payment for connections to existing mains shall cover the complete cost of providing all labor, materials, equipment to complete the final connection and all work specified in the contract documents and plans, and shall include but not be limited to the following: • Locating existing utilities and water mains and potholing in advance to determine their horizontal and vertical location, • Saw cutting,trench excavation, and dewatering(if needed), • Removal, hauling and disposal of pavement, curbs, gutters, sidewalks, surplus and unsuitable excavated material and the like, • Stockpiling suitable excavated material for use as pipe bedding and trench backfill as directed by the Engineer, • Installation of concrete dead-man blocks around existing water mains in advance, of the final connections, • Furnishing,installing,laying and jointing water pipes,fittings,and all necessary couplings of the size, type and class shown, polyethylene encasement, special fittings, horizontal and vertical bends, shackle rods, removal of temporary blow-off assemblies, disinfecting the pipes and fittings and all incidentals to complete the connection according to the contract plans and specifications, • Furnishing bedding materials,placing and compacting pipe bedding, as shown on the plans, • Placing and compacting trench backfill, • Replacing,protecting and/or maintaining existing utilities Bid Item 11 - 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 concrete installed for thrust blocking and dead-man anchor bolts in conformance with the Contract Documents. Payment for furnishing and installing concrete for thrust blocking, dead-man anchor blocks shall cover the complete cost of providing all labor, materials, equipment, excavation, haul dispose of waste, dewatering, concrete vertical and horizontal blocks, dead-man anchor bolts, reinforcing steel, shackle rods,clamp assembly, anchor bolts, and necessary form work. Concrete material weights shall be verified by providing a copy of certified truck tickets, which will accompany each load. Bid Item 12-Removal and Replacement of Unsuitable Foundation Material Measurement for removal and replacement of unsuitable foundation material shall be measured in Tons based on the placed weight of material installed. Placement of foundation material will be measured only for the area(s) authorized by the ENGINEER. Certified weight tickets shall accompany each load, a copy of tickets shall be given to the ENGINEER daily. Wasted materials will not be included in the measurement or payment. Payment for removal and replacement of unsuitable foundation material will be made at the amount bid per ton,which payment will be complete compensation for all, labor, materials, equipment, excavation, foundation materials, haul,placement, water, compaction, removal and disposal of waste material, etc. required to complete this item of work in conformance with the Contract Documents. Bid Item 13-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 H:FILESYS:WTR-27-3142:Spec Prov I-17.doc/RLM/tb Page 12 • • 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, V,• removal and disposal of waste materials, etc. required to complete this item of work in conformance with the Contract Documents. Bid Item 14- 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 r• 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. r Bid Item 15 - 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 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, • 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. r.r • No separate payment will be made for the installation and removal of the temporary asphalt patch class B,or ACP for trench patch. • No additional payment will be made for work necessary to correct ACP not installed in accordance with specifications. Bid Item 16-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. H:FILES YS:WTR-27-3142:Spec Provl-17.doc/RLM/tb Page 13 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 17 - Remove,Restore Lawn,Landscaping Restoration 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 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. 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. Payment for removal of existing fire hydrants, valve boxes & other appurtenances shall cover the complete cost of providing all labor, materials, equipment, dewatering, excavation, replacement and compaction of backfill materials, capping existing pipes to be abandoned, removal and disposal of existing pipes 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. H:FILESYS:WTR-27-3142:Spec Prov1-17.doc/RLM/tb Page 14 aw DIVISION 2 "" EARTHWORK 2-01 CLEARING,GRUBBING AND ROADSIDE CLEANUP 2-01.1 Description an 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. w• 2-01.2 Disposal of Usable Material and Debris Delete the third paragraph of this section and replace with the following: s 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. 1W 2-02 REMOVAL OF STRUCTURES AND OBSTRUCTIONS 2-02.1 Description .. 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. 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. H:FILESYS:WTR-27-3142:Spec Prov1-17.doc/RLM/tb Page 15 �s 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 Delete entire section and replace with the following: See bid items descriptions for units of measure and payment. H:FILESYS:WTR-27-3142:Spec ProvI-17.doc/RLM/tb Page 16 DIVISION 5 SURFACE TREATMENTS AND PAVEMENTS gal 5-04 ASPHALT CONCRETE PAVEMENT 5-04.3 Construction Requirements 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 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. Now 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. H:FILESYS:WTR-27-3142:Spec Prov1-17.doc/RLNVtb Page 17 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 64 specified working days. Payment for utility adjustments includes all labor, materials, tools, and equipment necessary to complete 10 the adjustments and is incidental to pay item for Asphalt Patch(1-09.14(AF)). 5-04.3(9) Spreading and Finishing Supplement this section with the following: Asphalt Concrete Pavement(ACP) Class B 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 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. rs�1 5-04.5 Payment } See bid items descriptions for units of measure and payment. �r 5-04.6(2) Traffic Control: 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 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 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 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. ow All work and materials associated with the notification procedures shall be incidental to the project, unless a specific item for"Traffic Control" is included. mt 10 H:FILESYS:WTR-27-3142:Spec Prov1-17.doc/RLMAb Page 18 1 MW ,r. 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. r. 5-06.2 Materials(Additional Section) no 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. 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. 1 HTILES YS:WTR-27-3142;Spec Prov1-17.doc/RLM/tb Page 19 DIVISION 7 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. • Recovery of water levels may be rapid if pumping is interrupted. The Contractor shall provide standby equipment installed and ready to operate to ensure continuous pumping. • When wells and/or well points are no longer required, they shall be removed, backfilled, and abandoned. Wells can be left in place except the top three feet must be removed and provided they are abandoned in accordance with Chapter 173-160 WAC. • Turbid water must be treated if discharged to the storm system. Discharge of dewatering effluent to the storm system must comply with DOE dewatering permit conditions. The Contractor is required to obtain this permit prior to discharging dewatering effluent to the storm sewer system. All costs necessary to treat and monitor the dewatering effluent in accordance with the permit shall be the CONTRACTOR's responsibility. The dewatering program must be completed in such a way as to avoid excessive dewatering related settlement of adjacent facilities. 7-15.3(A) Service Connections(Addition) 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 tr^"°f°r prior. to tha °x=Qt:^^ @Ad installation of the pew PRV -nd uaut hy ndi=, unless otherwise directed by the Engineer. �L H:FILESYS:WTR-27-3142:Spec Prov1-17.doc/RLM/tb Page 20 DIVISION 8 MISCELLANEOUS CONSTRUCTION 8-01 EROSION CONTROL i 8-01.2 Materials Supplement this section with the following: Filter fabric used in the Sediment Control Fencing shall be equal to Mirafi 10OX 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 Add the following: 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. ,. 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. t 8-14 CEMENT CONCRETE SIDEWALKS 8-14.1 Description(Revised Section) Replace paragraph with the following: 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 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 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 21 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. I H:FILESYS:WTR-27-3142:Spec Prov1-17.doc/RLM1tb Page 22 RCW 19.122 UNDERGROUND UTILITIES 19.122.010 Intent It is the intent of the legislature in enacting this chapter to assign responsibilities for locating and keeping 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 l.) 19.122.020 Definitions s 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. err. C. "Emergency" means any condition constituting a clear and present danger to life or property, or a customer service outage. 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. 1. "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/RLM1tb Page 27 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 j 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 1111 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. 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 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. 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 19 1984 c 144 3.) H:FILESYS:WTR-27-3142:Spec Prov1-17.doc/RLM/tb Page 28 19.122.040 Underground facilities identified in bid or contract- Excavator's duty of reasonable care - Liability for damages - Attorney's Fees. r 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 r. 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 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. 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 b excavator- Repairs or g Y Y P relocation of facility 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). H:FILESYS:WTR-27-3142:Spec Prov1-17.doc/RL1vVtb Page 29 r� 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 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 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. 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, including that to underground facilities, nor does this chapter crest any new civil remedies for such damage. (1984 c 144 7.) r 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.) 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 1449.) di H:FILESYS:WTR-27-3142:Spec Prov1-17.doc/RLM/tb Page 30 STANDARD DETAILS N. Standard Detail Table of Contents r 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 Valve Operating Nut Extension BR46 B090 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 B 106 2"Water Service Detail BR42 B 107.1 Vertical Cross for Polypigging BRX5 B114 Raised Pavement Markers HR08 H007 Thermoplastic Crosswalk HR13 H012 Monument Case&Cover HR04 H031 Typical Patch for Flexible Pavement HR23 H032A ' Trench Backfill &Pavement Detail N/A N/A Concrete Dead-man Anchor Detail N/A N/A W An �D O A in W w U U zz a a 0 w Y Q a \ m o cn z m N o z N N W N m z^ a o U] A o W m N � V d C.7 Wa Qw `t a z Z E-w <a Z p-° []q (7 �� U A LL a O v o X0 .a Er Zo m W w Oz W W U E-� W UIn W +a z U—uV W O� o a o < a N a v r o v \o � °l a�o �1O o OO ooOOO o > CD ° °H° ° $ o pn } °Op U O v e u , "'n0 N OQ rlv0 n N Y N O \Q OO0000000000 bnYIbNN Y' O• b 0 u o O CC YO [ - ^�N �Yn0YNO10OYfn�-Y °L 'O _, O x °I� O Nm QO�nY�,lmp�mf'mENpp,�'l�n o` fO S E C O ° A L YAN Y 2<;_ O Yl R an R°°�egbmOr ;O N O W oc g o c�N i A '�ri x Ym b��cminXi�i�u°�(�p1 0 0 0 E- ° O C O A °'•x n p O$bn°$O^Q OOgq°: Y D r a°� ;,` X A �n"n•.non25om�a ° u ono Z x -o c0„�m = 0 ° J tl A 1 X W y am nY1�NnY bbnaO�QN N co 3 2 „o O x^fi t 2 O u o p m P « ]o y < 1 Eo m ;N m iu o ,- xm Lams,oo$o0°o °m < eT NNmbY'�ri o$PYYV oA A 2 CC u ° e•irio'rFnavrm°m�n -OY; O2 to ° B nnnnnN Zi o -C U j �° O S c4 Y ~c IN E o a a N�O UINON- 0 0o U E o oN 2 y U E 'v 1--A v°v ° YN .. 3 „ 0 IJ rIN n ° m o c,_ ° ° Ic o c Eo o yu000 u c ”' ° cr < c .p o 0 v A A ` o X A$n ac V~n P"n o °J ° < o mo m 4 ' °' ° ' °° Y`On oo°uV 5 n°o 0 00+� o ..m .. v 3 �._ .� °oo�_ °ocaE Di,nc .L „- ._ c4a "'- i"f.. m ,° A Y o L n uX Y°c o �nacccYi En o`o..YClno Y4.. w o nrn° U 'Q .;o o T e d J C < m , Y r V Y a v p »OY O y C 00 CXuO CYO U JE m x 0 ° w Y x° P^ y O O c u V-0 0 0 U ti U ° O on r u� oc" r o y N �oEYUC _ ,°� oa cl`_£o`�xc'^� m F _....� Y�t-a° °coo '" L -`- =_c 2 0Y` i oo�o_t°co ^o_oa€ o..mc000Ec�E• _ (o u E o E c E;6 OS °°.�°,o, u o o✓.Q Q' o Y Y Y Y N O N N I 'tl tl Y K Q Y o X y SO U uu I I I Z ' $ d m u o w i Pipe Size Diameter - Inches O N N N N N N N Test Pressure f 0 0 0 0 0 0 o PSI '' ° ° ° 1 0 _ a ; ; NO .. ^' `• N '" N ^� ^� ^ Vertical Bend < - ° ° - m - a 0 O w w N v Degrees w '� • ° .� ° n c a Number of w Cubic Feet of m N D Concrete Blocking <a ° o a H J of •r n ° m s a a u w N w — Side of Cube N o� C L 8" w feet a m Z m n / Diameter of 0 a T : m Tie Rods n aa. 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Z \ U ~ z m U mw � p r w m m w ~ (n I- � Q J U Q Ld U) Q p O J W W C) Q 0 a El- O Q Ir a. Z Z (n Z W W F- L L Q O f- Z w U Q O J W F- = = -j W J 0- Z Q IL I- f- Qm Q � m� J J N M U ^ N� Fes- W U N O Z Q W O r7 ? � Q W Q O C) N Of O J > orn � r7 W U 1- m J C)f OW Q W Q 0 W Q W W Z Z W N of W ~ U U Li L z Z roz Ww wN OI- 00 00 C) WL� Z LJ J < W U = F U Y Z Q n J W Z ¢ W UM Q W W W � Z ? (n Q � J Z Q D d Y O m � O Z W m N � Q -1 0 < < C W Lij W `�= F- r.� = QL� m0 > � ~ J O CD z wJ oo � JQ > � < 0W Em0 F- = QY QL� � QQ Z W W V) ap (n F- � U Q = m F- Wm m O D W W m 0 m U J W Z w0 > ~ C � 0 > > ONW > F_- = ern w a_ O J > Q � f- W U) LL- Qz � w wwa � XzWQo Q zD a_ a_ Of Of a_ 0 W ::Do :2rn Of W Q J co O J J W >- J F- Y + Z U U J V)lilt Q Z (lr� J m O Q w O 1 I 1 LLJ Q = W :� U F- U j W a- O cr w O X � cr) L0 U Of W F- � - w 0 x O LL- 0 N � (W Q F- W W Z U) o L O W � Y ( m n W U J W Q Y cn IW-1-- Q U WU)L� N Z = W C) \ � cn W U Z = W O O a W �t - (n (n QQof -1oo 1 o W J C) Q U U r7 d LL- Q W Q W IIII 111111 0 � -11 I I IIII u o m o � 111111 � =1 I U, I IIII 00 � _W W D W YW L [- < V)Q- U w Lu 00 Ld = Q U 0-- (n U O Z O op U Q m W W cj� I-- W Z LLJ U zlAz U U - r7 r7 ti. `Ilr SURVEY INFORMATION MONUMENTAION rte. 53 -1-184 f ;l -. - / I 2-550+ r Y 29-42 77.}j 2666 --� -tF tl , ( tr/ ]rte � 1 __- ,2"515•.+ - r ; _ {--- i , i 17 _f +534 } 4 I — !29t I �. �{� .__ 1 j _ + L of j I +11 +1176 —+550 ! ! 527+ -- 1 -; 1271 i L. S—t J ! �+536� +551- 'T516+1819 1545+ -- E t+537 +552 I +5.5,3 ,., - - � ; i ; iii 1341 V. +5 +J �+544 r�`�" 1182+ ---. --- Z 5 '2 N 539 .— +557 at •. 251.4+ ;4 344 R ! 5 1 8 B-6 2*8 -- 5 +-563 _L - h `2559 t\ 560 559 -X540 \ IN. + 677 ---- ` --- - r' 775 i +`2539 - 2538 � i 253T + 9� r 19 \ 541 5 0 1 9 ` � pp +8 r 74. _ � 766 i +561..i 1 i , LEGEND CITY OF RENTON 1111 SURVEY CONTROL NETWORK ® Horizontal & vertical MONUMENTS & BENCHMARKS z®2 Horizontal Only " o TECHNICAL SERVICES 3333 ® ,� ' • PLANNINGBUILDING/PUBLIC WORKS ® vertical Only 02/14/00 Morxxni tw ___ C3 ---------- ® ��® �� Renton City Limits _ 1=54M 31 T24N R5E SE 1/4 SECTION 31 T24N R5E W.M. 28-Apr-00 Horizontal: NAD 1983/91 Meters Vertical: NAVE) 1988 Meters 266 N 1/4 Corner 5 T23N R5E Location: Found a 1/8"copper pin on 5"diameter round concrete monument post down 0.2' in a monument case at the constructed intersection of NE 28th Street& Jones Avenue NE. See City of Renton monument reference card#266. Monument: 1/8 IN CU PIN ON 5 IN DIA. CONC MON, IN CASE, DN. 0.2' NORTHING: 58347.931 EASTING: 397335.034 ELEVATION: 75.552 334 Location: Top 1/8" brass nail set in concrete monument at intersection Jones Avenue N.E. and N.E. 24th Street. Monument: BRASS NAIL IN CONC MON NORTHING:NG. EASTING: ELEVATION: 74.475 t 341 Location: Top 5/8" steel rod set in concrete monument in case 3' east of centerline intersection Park Ave. North and N. 30th Street. Monument: 5/8 IN STEEL ROD IN CONC MON, IN CASE NORTHING: EASTING: ELEVATION: 61.343 C3-1 } r SECTION 31 T24N R5E W.M. 28-Apr-00 Horizontal: NAD 1983/91 Meters Vertical: NAVD 1988 Meters 526 Location: Top of hard nail 2'east of centerline intersection of Park Avenue North and North 33rd Place. Monument: TOP OF HARD NAIL NORTHING: FASTING: ELEVATION: 55.501 1836 Location: Found a 1/8" bronze pin in a round concrete post monument down 0.4' in a monument case at the constructed intersection of N 30th Street& Burnett Avenue N. Monument: 1/8 IN BRONZE PIN ON CONC MON, IN CASE, DN. 0.4' NORTHING: 58563.567 EASTING: 396538.792 ELEVATION: 36.586 1886 NW Corner 5 T23N R5E Location: A brass nail in concrete in a monument case on Burnett 125 feet south of North 28th Place. 0.76 feet below rim. Monument: BRASS NAIL ON CONC DN 0.76' IN MON, CASE NORTHING: 58361.030 EASTING: 396532.414 ELEVATION: 31.919 C3-2 SECTION 31 T24N R5E W.M. 28-Apr-00 Horizontal: NAD 1983/91 Meters Vertical: NAVD 1988 Meters 2100 Location: Found a standard United States Geological Survey (USGS) bench mark brass disc, NGS archive no. SY0162, designated"Gaging Station", in the top of the southerly corner of a large sloping concrete structure on the northeasterly side of a 36-inch corrugated metal pipe housing a USGS recorder, on the westerly side of Lake Washington Boulevard approximately 3.6 miles north of its intersection with Bronson Way, at a wooden bridge over May Creek, approximately 36' northwesterly of the centerline of Lake Washington Boulevard, approximately 1.2' northerly of the northerly face of the housing, approximately 0.6' northeasterly of the northeasterly face of a large concrete box vent for sewer pipe and approximately 6' lower than Lake Washington Boulevard. Monument: USGS DISC ON SLOPING CONC STRUCTURE, GAGING STA USGS NORTHING: EASTING: ELEVATION: 8.813 2116 Location: Found a standard Coast&Geodetic Survey(CGS) bench mark brass disc, NGSarchive no. SY0159, stamped"N 384 1959", set in the top of a concrete post monument projecting approximately 0.3'above the ground, at Kennydale, approximately 41' northerly of the constructed intersection of Lake Washington Boulevard, Mt. View SE leading to the west and N 33rd St. leading to the east, approximately 29.5' northwesterly of the centerline of Lake Washington Boulevard, approximately 37' north-northeasterly of the centerline of Mt. View SE, approximately 32.2' southeasterly of the southeasterly rail of the Northern Pacific Railroad,approximately 81.6' northwesterly of and across the intersection from the northwesterly corner of the Kennydale Market, approximately 1.5' northerly of power pole S-ES 1/12, approximately 1.5' northeasterly of a pole supporting a railroad crossing sign and approximately 1.4'westerly of a witness post. Monument: CGS DISC IN TOP OF CONC POST MON, STA N384 NORTHING: EASTING: ELEVATION: 12.848 C3-3 C4 ' 3Z 'I24N RUE SE 1/4 L� a 501 + �1753� /963 1964 i + _ 669' x3668 j i i 1 l 9a---595 594 2667 ( f / + 24$4± 31 _...._ 2453"7 11 }.. - - n w 7 +800 i 7774 a *2 30 t 102,; 799} 438 527 6 t t t 3 ---+---2 53+1301 2535++ - - �- + 2957 2955 ! 102 797' + *74J ` t� $ j #;. ._. L__1024 �i____8 `- 7 796;795:T9{.4 1475 2558+ 295 _25'33._ 1 ' - T--�` 940 +7477 - -- 813• ' ----- ---! i _ --�- _ - T- =- -- -�11 cc -- - --y J t 12 16 �i :Qt' !1 ag'4!.. : !f1 25.46; 1 745 +812 +249 +1677 _ +1679 2521 ;3 3 _._.._ 50.3__7 + —r ---- _ - L i — ♦492 4766 + 6 --- �.. f f CU i I t 793 j ' I 1678+ 1680+ LE,_ + ; � d 'fit: r � �9 , +!900 _ ., ` +1069�t449 -.+2 - -- 1959 :, 1 45 i � f -- -- 1 s - ----- -- , � �✓ - 1784+ +237 +502 +� �+2196 3681.1 ► 1 3 - -- - -- i 120 -- w T f 5 T23N R5E SE 1/4 LEGEND CITY OF RENTON 1111 ® Vertical CONTROL NETWORK Horizontal &2222 MONUMENTS & BENCHMARKS ® Horizontal Only TECHNICAL SERVICES 3333 �Orly•®• PLANNINGBUELDING/PUBLIC WORKS ® Orly rl 02/14/00 $"°"J° Monument ® 4§0 903 --- Renton City Limits D4 ,� 1:54W 5 T23N R5E NE 1/4 5 TZ3N ASE NW 1/4 - 11:7 I --- --- - --' — -- --- -- �29'44_ ! ' -- __ +� i - --- - - r y --- -- -1 i ---- -- - -- - - ---_ { ---- .._....__ t i it I l Z -- --._ - — — -- -..._ �/ \ ; -'+336 i _ _ --- .41P 190,0 \\\ .. 429+i' -N�` -- --- tj 1 t °687 + Q6 III --- i4 + i 1298 N -- t ' 1295 i 1St i �+118 : k i t ` 2+/+1523 fJ j 606+1 1034 E4 . 8 T23N RSE NW v♦ LEGEND CITY OF RENTON 1111 SURVEY CONTROL NETWORK ® Horizontd & verticd MONUMENTS & BENCHMARKS 2®2 Hori:zontd Only TECHNICAL SERVICES 3 333 ���� Only •®� PLANMINGBUILDINO/PUBLIC WORKS 07./14/00 Monument a 450 9w Renton City LWts D4 I:§4W 5 T23N R5E SW 1/4 5 I2314 XSE NE 1f4 --1961 �91 C) +19) W. 0 i ji 1+ N 1784+ +237 i +502 +,-4943 +2196 368+ - ---------- > 1783 94T + +6 LL + 154. i 466 5 7+ cu- 9 95 +2021 7 NE. th + 3,8 ODI-31 4 7+2522 +1777 +907 +909 + +1951 97 '1 +U57-9 + 1498 160 j++ J -7 80 -oil 5 56 4� + ........- ------- - c3 ...... 1�J- 2*5 1 A 6 + --.t482 +483 1—Z 789. NE 14 1 9d t____J.X38 1• . 50 +195 : + +83 95 j +139 2508 +362_— 4 934 r__--- E4 8 T23N R5E NE 1/4 LEGEND CITY OF RENTON 1111 SURVEY CONTROL NETWORK is Horizontal & Vertical MONUMENTS & BENCHMARKS 2 6 222 Horizontal Only '® TECHNICAL SERVICES 3333 ' PLANNING/BUILDING/PUBLIC WORKS 1@ Vertical Only 02/14/00 JD Momnent 0 456 9w Renton City Limits D4 1:5400 5 T23N R5E SE 1/4 SECTION 5 T23N R5E W.M. 28-Apr-00 Horizontal: NAD 1983/91 Meters Vertical: NAVD 1988 Meters 57 NW Corner 9 T23N RSE Location: Found a 3"flat brass disc with'Wand a punch mark on a concrete post monument down 0.5'at the constructed intersection of NE 12th Street& Edmonds Avenue NE. Monument: 3 IN BRASS DISC W/ [X]& PUNCH ON CONC MON, IN CASE, DN. 0.5' NORTHING: 56830.947 EASTING: 398127.629 ELEVATION: 99.496 71 Location: Top of 2 1/2"brass disk set in concrete monument 11'8 S. and 9' east of intersection of Aberdeen Avenue N.E. and N.E. 12th Street. Monument: BRASS DISC IN CONC MON NORTHING: 56834.084 EASTING: 397723.712 ELEVATION: 86.756 250 Location: Top of 1/4" brass plug set in concrete monument 4 east of centerline intersection of Aberdeen Avenue N.E. and N.E. 16th Street Monument: BRASS PLUG IN CONC MON NORTHING: EASTING: ELEVATION: 93.606 D4-1 SECTION 5 T23N R5E W.M. 28-Apr-00 Horizontal: NAD 1983/91 Meters Vertical: NAVD 1988 Meters 266 N 1/4 Corner 5 T23N R5E Location: Found a 1/8"copper pin on 5"diameter round concrete monument post down 0.2' in a monument case at the constructed intersection of NE 28th Street& Jones Avenue NE. See City of Renton monument reference card#266. Monument: 1/8 IN CU PIN ON 5 IN DIA. CONC MON, IN CASE, DN. 0.2' NORTHING: 58347.931 EASTING: 397335.034 ELEVATION: 75.552 334 Location: Top 1/8" brass nail set in concrete monument at intersection Jones Avenue N.E. and N.E. 24th Street. Monument: BRASS NAIL IN CONC MON NORTHING: EASTING: ELEVATION: 74.475 341 Location: To 5/8" steel rod set in concrete ete monument in case 3 east of centerline intersection Park Ave. North and N. 30th Street. Monument: 5/8 IN STEEL ROD IN CONC MON, IN CASE NORTHING: EASTING: ELEVATION: 61.343 W D4-2 SECTION 5 T23N R5E W.M. 28-Apr-00 Horizontal: NAD 1983/91 Meters Vertical: NAVE) 1988 Meters 369 W 1/4 Corner 4 T23N R5E Location: Found a 3"flat bronze disc with a punch mark on concrete post monument down 0.5 ' in a monument case in the constructed centerline of Edmonds Avenue approximately 185 feet northerly of its constructed intersection with NE 20th Street to the west. Monument: 3 IN BRONZE DISC & [X]W/PUNCH ON CONC MON, IN CASE, DN. 05 NORTHING: 57635.367 EASTING: 398135.222 ELEVATION: 101.368 1300 Location: Found 3" brass disk stamped 106.619"King County Survey monument EN-86 �. 1973"2.2'east of back of walk on east side of Edmonds Ave. N.E. 136' north of N.E. 16th street. Monument: BRASS SURFACE DISC NORTHING: EASTING: ELEVATION: 106.619 1836 Location: Found a 1/8" bronze pin in a round concrete post monument down 0.4' in a monument case at the constructed intersection of N 30th Street& Burnett Avenue N. Monument: 1/8 IN BRONZE PIN ON CONC MON, IN CASE, DN. 0.4' NORTHING: 58563.567 EASTING: 396538.792 ELEVATION: 36.586 D4-3 SECTION 5 T23N R5E W.M. 28-Apr-00 Horizontal: NAD 1983/91 Meters Vertical: NAVD 1988 Meters 1837 Location: Found a 2-1/2"brass disc with an"X"and a punch mark on a concrete post monument down 0.4' in a monument case at the constructed intersection of NE 25th Street& Edmonds Avenue NE. This monument has a City of Bellevue(COB) GPS station designation no. 0349. Monument: 2-1/2 IN BRASS DISC W/[X)& PUNCH ON CONC MON, IN CASE, DN. 0.4' NORTHING: 58061.034 EASTING: 398138.999 ELEVATION: 96.691 1839 Location: Found a 1/8" copper pin on concrete post monument down 0.4' in a monument case at the constructed intersection of NE 20th Street&Jones Avenue NE. Monument: 1/8 IN CU PIN ON CONC MON, IN CASE, DN. 0.4' NORTHING: 57570.050 EASTING: 397327.479 ELEVATION: 85.090 1886 NW Corner 5 T23N R5E Location: A brass nail in concrete in a monument case on Burnett 125 feet south of North 28th Place. 0.76 feet below rim. Monument: BRASS NAIL ON CONC DN 0.76' IN MON, CASE ho NORTHING: 58361.030 EASTING: 396532.414 ELEVATION: 31.919 D4-4 SECTION 5 T23N R5E W.M. 28-Apr-00 Horizontal: NAD 1983/91 Meters Vertical: NAVD 1988 Meters 1900 Location: Found a punched 1.5"brass disk in 10" monument case approximately 200' south of Ivar's resturant and 35'east of tide wall at Gene Coulon park Monument: 1.5 IN BRASS DISC W/PUNCH MK. IN MON. CASE NORTHING: 57214.409 EASTING: 396908.116 ELEVATION: 1934 , Location: PK nail in paved shoulder of Sunset Blvd. N.E. on north side of street, 11' east of guard rail, 55'east of 1-405 overpass. Monument: PK NAIL NORTHING: EASTING: ELEVATION: 35.516 2117 Location: Set 3 1/2"brass disk stamped "City Of Renton BM" in the N.W. corner of concrete base of signal bridge at the railroad crossing at the north entrance of Coulon Park. signal bridge base is located south of the entrance road into Coulon Park and west of the railroad tracks. Monument: BRASS SURFACE DISC IN SIGNAL BRIDGE NORTHING: EASTING: ELEVATION: 11.355 D4-5 SECTION 5 T23N R5E W.M. 28-Apr-00 Horizontal: NAD 1983/91 Meters Vertical: NAVD 1988 Meters 2118 Location: Set 3 1/2"brass disk stamped"City of Renton BM" in the S.E. comer of concrete base of southerly leg of high voltage power tower. Tower located north of the entrance road to Puget Power's Shuffleton Steam Plant and west of the entrance road to the south end of Coulon Park. Monument: BRASS SURFACE DISC IN CONC. BASE POWER TOWER NORTHING: EASTING: ELEVATION: 7,343 D4-6 TRAFFIC CONTROL 1 ' it • CITY OF RENTON TRANSPORTATION SYSTEMS—TRAFFIC OPERATIONS TRAFFIC CONTROL PLAN CONSTRUCTION COMPANY: V CD/US7- APPL. DATE: G 4• ADDRESS: ld qoq r)?o P[/t/.r. PERMIT 02W EC; v PHONE : CONSTRUCTION SUPERINTENDENT: nJ or Fr MOB./CEL. #: 2Y/-3,A 3�1 PROJECT NAME: N �� S rS-r. N "k "IS/ FAX #: (L � ��`7�_y PROJECT LOCATION. Wt :I r a 7-3,2 87 N/E/S/W OF: WORK TIME: 9 d 4- A M 7o J;�0 P J AI APPROVED BY: u►_A C' 4"F_. u(V C� WORK DATE: ST *61- 19, -IC00 Tr,? APPROVAL DATE: 04 - k -7 - ©6 14- ZOOG 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. 3) CALL METRO TRANSIT CONTROL CENTER AT (206) 684-2732 AT LEAST TRENTY-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, P1 AND TELEPHONE NIIMPER) AT A CONSPICUOUS PLACE ON THE VEHICLE OR EQUIPMENT. COMMENTS: 5l c'N 1QG-i �E✓Ta-i t_S —NORTH- 1 G1 2) ►� v STS ST• CF3-T wee rJ [3UrzNATT /sue . tJ t13 6-7-01Q OFFICE COPY T- I have been informed of my responsibilities for traffic control and CONTRACTOR INSPECTION K. iQTTRiCK/ agree to corn with all traffic regulations of the City of Renton. �y SERHCF- Pty REMEW SIGNATURE: DATE: Y— C a — Duo PO KAnE AY/ST . FIRE JIM GRAY/STA. j11 C;\Troff{c Opwotkn \Troff$c Co VD4 PIa McPfo 1.4+p I, l-i/V C e` -T- ,T J'!ff/YZ .aepresenting V J 4m CoXJS l 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 t 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 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.: �/ 1 �1. Cows HOME ADDRESS:_ /0)90f, -?3c) A4-.A IOU AmA WORK ADDRESS: /a 4 Q. 230 PZ - 2J wr o�v't� W� cf SO S.3 WORK PHONE: \H;tS) $'��-`/��vG HOME,PHONE.-f i 4C4 COLOR EYES: WA) WEIGHT: HEIGHT:_ S'/0 COLOR HAIR: IS `C WASHINGTON STATE DRIVERS LICENSE NUMBER: CATraffic operations\Traffic Control Pran\tcpfmnr.doc t Z v Q z - >. �d �� �' 4 Y � � P.• IN- w N Y C b r ° ws Ga Ps C CL v L a„ O d t� Sri am L K Ud 61 Q t C «g N 6-10 E $Y a �... 44 X 9 2 Y 40 L L > -; C N M q ` NN V e Q b b L- O V O N N q t n c F sb-oo n F ca , `S (r t!I GA 111 a 0 b QQ 40 a O` O^bo� "C M (�.r t C p �N 4 CL O �♦ =rx C �� N O -ww a t CL of E b LS Q " `« C & _,a ~Cb CpVb. ob p p 4 0 g xL O Z w ro • � ♦Q� g` dog IL tbtoo M � bC - O Lt � O - ra. O r�` m 00 C 64.2 g� f9 r o N .rib N N V> N E 4l0 n e 4. 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