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HomeMy WebLinkAboutContractt Award Date: �� �°i ;L V u Awarded to: f %I—cc n )< Ca t_A CGi o C0 /jS7L 'txr -t do CO Bidding Requirements, City of Renton Forms, Contract Forms, Conditions of the Contract, Plans and Specifications City of Renton Construction of: East Kennydale Sanitary Sewer Infill ater Main Replacement PROJECT NO. WWP -27 -2955 WTR -27 -2955 City of Renton 1055 South Grady Way Renton, WA 98055 General Bid Information: (425) 430 -7200 Wastewater Contact: John Hobson (425) 430 -7279 ® Printed on Recycled Paper CAG --Q =03-I -'WA-7 r e i i t t CITY OF RENTON RENTON, WASHINGTON CONTRACT DOCUMENTS for the East Kennydale Sanitary Sewer Infill PROJECT NO. WWP -27 -2955 WTR -27 -2955 JANUARY 2002 BIDDING REQUIREMENTS CONTRACT FORMS CONDITIONS OF THE CONTRACT SPECIFICATIONS PLANS CITY OF RENTON WASTEWATER UTILITY 1055 South Grady Way Renton, WA 98055 ® Printed on Recycled Paper o� Gti �gtaGO�<<a �ti0 e�A`�g �ti0 May 21, 2002 John Hobson, Project Manager Wastewater Utility City of Renton 1055 South Grady Way Renton, Washington 98055 RE: East Kennydale Sanitary Sewer Infill and Water Main Replacement CAG -02 -034, Contract Documents Dear John, Here is the list of names and emergency phone numbers for the following requested individuals: Responsible Officer Nick Coluccio 206 - 484 -2000 Job Foreman Jim Burke 206 - 321 -8913 Bonding Agent Jim Binder 206 - 956 -1600 Sincerely, Carol L Bacon Contract Administrator 9600 M. L. King Way South • Seattle, Washington 98118 -5693 • (206) 722 -5306 • Fax (206) 725 -4764 • FR•AN•KC•0401-7 RESOLUTION 0 RES F THE BOARD OF DIRECTORS OF FRANK COLUCCIO CONSTRUCTION COMPANY 1, Joseph J. Coluccio, do hereby certify that I am the Secretary of FRANK COLUCCIO CONSTRUCTION COMPANY, a Washington corporation, and that a mating of the Board of Directors, duly held in accordance with the Articles of Incorporation and By -Laws of said Corporation, at which meeting a quorum was present and acting throughout, the following resolution was unanimously adopted by the Corporation, to-wit: RESOLVED, that the following individuals are each hereby authorized and only they are authorized to make, execute and deliver on behalf of this corporation any and all documents, papers, contracts and instruments that they consider necessary and appropriate in connection with the affairs of this corporation, including but not limited to the signing of contracts, bonds, checks or other assurances, with the exception of those certain actions needing approval by the Corporation's Board of Directors: Frank Coluccio – the President Joseph L Coluccio – Vice- President, Secretary Frank V. Coluccio – Vice- President Nicola Coluccio – Vice - President Approved by a vote of the Board of Directors at a Meeting on June 29 , 2001 1 further certify that said resolution has not in any way been amended or revoked Attested by Secretary: STATE OF WASHINGTON ) COUNTY OF KING ) On this —J t day of M 19 Y .2002, before me appeared JOSEPH J. COLUCCIO to me awn. and by me being duly sworn, did say that he is VICE PRESIDENT. SECRETARY of the FRANK COLUCCIO CONSTRUCTION COMPANY, and that the seal affixed to the foregoing instrument is the corporate seal of said corporation and that of its Board of Directors, and the said JOSEPH J. COLUCCIO acknowledged said instruction to be the free act and deed of said corporation. L. g,_'r�i�� �OTAOr = Notary Public in and for the State of __0_ Washington, residing in "7s'4/e.r- $ �YgL�O �► My commission expires /S _T r U-1 m REGISTERED AS PROVIDED BY LAW AS CONST CONT GENERAL # EXP. DATE CC01 FRANKCC340L7 07/02/2002 EFFECTIVE,'DATE FRANK—COLUCCIO CONST CO 9600 M L, KING JR' WAY, S SEATTLE" WA,:'-'98118 Signature Issued by DEPARTMENT OF LABOR AND INDUSTRIES 0 0 rl h I n� 'd 11 CITY OF RENTON WWP -27 -2955 WTR -27 -2955 East Kennydale Sanitary Sewer Infill & Water Main Replacement CONTRACT DOCUMENT TABLE OF CONTENTS Summary of Fair Practices Policy Summary of Americans with Disability Act Policy Scope of Work Vicinity Map Instructions to Bidders Call for Bids *Bid Bond Form *Proposal & Combined Affidavit & Certificate Form: Non- Collusion Anti -Trust Claims Minimum Wage Form *Schedule of Prices ❖Bond to the City of Renton ❖Fair Practices Policy Affidavit of Compliance ❖Contract Agreement (Contracts other than Federal - Aid FHWA) ❖City of Renton Insurance Information Form ❖City of Renton Standard Endorsement Form Prevailing Minimum Hourly Wage Rates (New job classifications) Statement of Intent to Pay Prevailing Wages Affidavit of Prevailing Wages Paid Certificate of Payment of Prevailing Wages City of Renton Supplemental Specifications WSDOT Amendments Special Provisions Standard Plans Documents marked as follows must be submitted at the time noted and must be executed by the Contractor, President and Vice President or Secretary if corporation by -laws permit. All pages must be signed. In the event another person has been duly authorized to execute contracts, a copy of the corporation minutes establishing this authority must be attached to the bid document. * Submit with Bid ❖ Submit at Notice of Award CITY OF RENTON Planning/Building/Public Works Department 1055 South Grady Way Renton, Washington 98055 \\ CENTRAL\ SYS2\ DEPTS \PBPW\DNISION.S \UTILITIE.S\ WASTE. WTR \Kenny2 \Contract_doc\B IDSPEC.DOCUDH\tb CITY OF RENTON SUMMARY OF FAIR PRACTICES POLICY ADOPTED BY RESOLUTION NO. 3 2 2 9 It is the policy of the City of Renton to promote and provide equal treatment and service to all citizens and to ensure equal employment opportunity to all persons without regard to race, color, national origin, ethnic background, gender, marital status, religion, age or disability, when the City of Renton can reasonably accommodate the disability, of employees and applicants for employment and fair, non - discriminatory treatment to all citizens. All departments of the City of Renton shall adhere to the following guidelines: (1) EMPLOYMENT PRACTICES - The City of Renton will ensure all employment related activities included recruitment, selection, promotion, demotion, training, retention and separation are conducted in a manner which is based on job - related criteria which does not discriminate against women, minorities and other protected classes. Human resources decisions will be in accordance with individual performance, staffing requirements, governing civil service rules, and labor contract agreements. (2) COOPERATION WITH HUMAN RIGHTS ORGANIZATIONS - The City of Renton will cooperate fully with all organizations and commissions organized to promote fair practices and equal opportunity in employment. (3) AFFIRMATIVE ACTION PLAN - The City of Renton Affirmative Action Plan and Equal Employment Program will be maintained and administered to facilitate equitable representation with the City work force and to assure equal employment opportunity to all. It shall be the responsibility of elected officials, the Mayor, the Affirmative Action Officer, department administrators, managers, supervisors, Contract Compliance Officers and all employees to carry out the policies, guidelines and corrective measures set forth in the Affirmative Action Plan and Equal Employment Program. (4) CONTRACTORS' OBLIGATIONS - Contractors, sub - contractors, consultants and suppliers conducting business with the City of Renton shall affirm and subscribe to the Fair Practices and Non - discrimination policies set forth by the law and in the City's Affirmative Action Plan and Equal Employment Program. Copies of this policy shall be distributed to all City employees, shall appear in all operational documentation of the City, including bid calls, and shall be prominently displayed in appropriate city facilities. CONCURRED IN by the City Council of the City of RENTON, Washington, this 7thday of October, 1996. CITY OF RENTON: RENTON CITY COUNCIL. Mayor Council President A¢est: City Clerl cSouth_ Renton/BIDSPEGMAB fl 1 it C CITY OF RENTON SUMMARY OFAAaWCANS WITH DISABLLITIES 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) CONTRACTORS' OBLIGATION - ' Contractors, subcontractors, consultants and suppliers conducting business with-the City of Renton shall abide by the requirements of the Americans With Disabilities Act and promote access to services, activities. and programs for people with disabilities. . Copies of this policy shall be distributed to all City employees, shall appear in all operational documentation of the City, including bid calls, and shall be prominently displayed in appropriate City facilities. CONCURRED IN by the City Council of the City of Renton, Washington, this 4th day of October 1993. CITY,OF RENTON Mayor Attest: % City Clerk RENTON CITY COUNCIL: i Council President 1 g r C 0 L P CITY OF RENTON WWP -27 -2955 WTR -27 -2955 East Kennydale Sanitary Sewer Infill & Water Main Replacement SCOPE OF WORK The work involved under the terms of this contract document shall be full and complete installation of the facilities, as shown on the plans and as described in the construction specifications, to include but not be limited to: Installation of approximately 3,971 linear feet of 8" diameter PVC sanitary sewer pipes, 2,419 linear feet of 6" diameter sanitary side sewer pipes, 21 manholes, 3260 linear feet of Ductile Iron 8" water pipe and fittings, 77 water services and reconnections and associated asphalt street restoration, and landscape restoration. This work is to take place in 8 streets within a 1- square mile region in the City of Renton. Excavations for the sanitary sewer will range between 6 feet deep and 20 feet deep. Any contractor connected with this project shall comply with all Federal, State, County, and City codes and regulations applicable to such work and perform the work in accordance with the plans and specifications of this contract document. A total of one hundred twenty (120) working days will be allowed for the completion of this project. IH:\DP✓ISION.S \UTIL TIE.S\ WASTE. WTR\ Kenny2 \ContIact_doc\BIDSPEC.DOCUDH\tb l] D 0 n VICINITY MAP LL., z N St. O O � QJ o � N 24th r =' t' t F1 Scale 1" =800' V O O N C C w w z z w z Q > z NE 20th St. L�NE 27th St. c O T a NE 24th St. d E NE � 25th St NE 24th t NE 23rd PI --dal NE 23rd St NE 20th I �i NE 21 cn U w � z oz w E z Pie Q) Q Q Q Ln U C ° 3: 16th 0 o NE 16th T w � L C > O Q � Q Q 14th J o U -0 i � a c NE 12th St. o F7 Shaded Streets Represent Areas Of Construction As Part Of This Contract LJ I I t: C t t t INSTRUCTIONS TO BIDDERS 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 2:30 o'clock p.m., on 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. No proposal may be changed or withdrawn after the time set for receiving bids. Proposals shall be submitted on the forms attached hereto. Any omissions, discrepancies or need for interpretation should be brought to the attention of the Project Engineer in writing. If necessary, written addenda to clarify questions that arise will then be issued. All interpretations or explanations of the contract documents shall be in the form of an addendum and no oral statements by Owner, Engineer, or other representative of owner shall, in any way, modify the contract documents, whether made before or after letting the contract. 3. The work to be done is shown in the plans and /or specifications. Quantities are understood to be only approximate. Final payment will be based on 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. 4 5 6 7 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. The bid price for any item must include the performance of all work necessary for completion of that item as described in the specifications. 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. The right is reserved to reject any and /or all bids and to waive informalities if it is deemed advantageous to the City to do so. 8. A certified check or satisfactory bid bond made payable without reservation to the Director of Finance of the City of Renton in an amount not less than 5 % of the total amount of the bid shall accompany each bid proposal. Checks will be returned to unsuccessful bidders immediately following the decision as to award of contract. The check of the successful bidder will be returned provided 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. 9. All bids must be self - explanatory. No opportunity will be offered for oral explanation except as the City may 1 request further information on particular points. 10. The bidder shall, upon request, furnish information to the City as to his financial and practical ability to satisfactorily perform the work. 11. Payment for this work will be made in Cash Warrants. 12. The contractor shall obtain such construction insurance (e.g. fire and extended coverage, worker's compensation, public liability, and property damage as indicated on forms enclosed herein and /or as identified within Specification Section 1- 07.18. HADIVISION.S \UTILITIE.S \WASTE. WTR \Kenny2 \Contract_doc \B IDS PEC. DOC\JDH\tb Li r 13. The contractor, prior to the start of construction, shall provide the City of Renton a detailed bar chart type construction schedule for the project. 14. Before starting work under this contract, Contractor is required to supply information to the City of Renton on all chemical hazards that Contractor is bringing into the work place and thereby creating exposure to the City of Renton employees. 15. 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. 16. Basis For Approval The construction contract will be awarded by the City of Renton to the lowest, responsible, responsive bidder. The bidder shall bid on all schedules set forth in the bid forms. The total price of all schedules will be used to determine the successful low responsive bidder. Partial bids will not be accepted. The owner reserves the right to award any or all schedules of the Bid to meet the needs of the City. The intent is to award to only one BIDDER. 17. Trench Excavation Safety Systems As required by RCW 39.04.180, on public works projects in which trench excavation will exceed a depth of four feet, any contract therefor shall require adequate safety systems for the trench excavation that meet the requirements of the Washington Industrial Safety and Health Act, Chapter 49.17 RCW. These requirements shall be included in the Bid Schedule as a separate item. The costs of trench safety systems shall not be considered as incidental to any other contract item and any attempt to include the trench safety systems as an incidental cost is prohibited. 18. Payment of Prevailing Wages In accordance with Revised Code of Washington Chapters 39.12 and 49.28 as amended or supplemented herein, there shall be paid to all laborers, workmen or mechanics employed on this contract the prevailing rate of wage for an hour's work in the same trade or occupation in the area of work regardless of any contractual relationship which may exist, or be alleged to exist, between the CONTRACTOR and any laborers, workmen, mechanics or subconsultants. The most recent issue of the prevailing wage rates 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 tincluded as part of any subcontracts the CONTRACTOR may enter into for work on this project. 19. Employment of Resident Employees The CONTRACTOR and subcontractors shall employ Washington State residents in accordance with the requirements of RCW 39.16. 20. Pollution Control Requirements Work under this contract shall meet all local, state and federal requirements for the prevention of environmental pollution and the preservation of public natural resources. The CONTRACTOR shall 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 H: \DIVISION.S \UTILITIE.S\ WASTE. WTR\ Kenny2\ Contract_doc \6IDSPEC.DOC \JDH \tb Ili shall also comply with Article 4 in the Puget Sound Air Pollution Control Agency Regulation III regarding removal and encapsulation of asbestos materials. 21. Standard Specifications All work under this contract shall be performed In accordance with the following standard specifications except as may be exempted or modified by the City of Renton 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. 1. WSDOT /APWA "1996 Standard Specifications for Road, Bridge and Municipal Construction" and "Division 1 APWA Supplement" hereinafter referred to by the abbreviated title "Standard Specifications." A. Any reference to "State," "State of Washington," "Department of Transportation," " WSDOT," or any combination thereof in the WSDOT /APWA standards shall be modified to read "City of Renton," unless specifically referring to a standard specification or test method. B. All references to measurement and payment in the WSDOT /APWA standards shall be detected and the measurement and payment provisions of Section 1- 09.14, Measurement and Payment (added herein) shall govern. 22. A soils investigation has not been performed for this. The Bidders shall familiarize themselves adequately with the project site and existing subsurface condition as needed to submit their bid. Upon approval of the City, the Bidder may make such subsurface explorations and investigations as they see fit. The Bidder shall be responsible for protection of all existing facilities, utilities and other buried or surface improvements and shall restore the site to the satisfaction of the City. 23. Bidder's Responsibility It is the responsibility of each bidder to ascertain if all the documents listed on the attached index are included in their copy of the bid specifications. If documents are missing, it is the sole responsibility of the bidder to contact the City of Renton to obtain the missing documents prior to bid opening time. • Have you submitted, as part of your bid, all documents marked in the index as `Submit With Bid'? • Has bid bond or certified check been enclosed? • Is the amount of the bid guaranty at least 5 percent of the total amount of bid including sales tax? • Has the proposal been properly signed? • Have you bid on ALL ITEMS? • Have you reviewed the Prevailing Wage requirements? • Have you certified receipt of addenda, if any? H: \DIVISION.S \UTILITIE.S\ WASTE. WTR\ Kenny2\ Contract_doc \BiDSPEC.DOC \JDH \tb CITY OF RENTON WWP -27 -2955 WTR -27 -2955 East Kennydale Sanitary Sewer Infill Water Main Replacement CALL FOR BIDS Sealed bids will be received until 3:00 p.m. April 30, 2002 at the City Clerk's office and will be opened and publicly read in conference room 511 on the 5b floor, Renton City Hall, 1055 South 1 Grady Way. The work to be performed within one hundred twenty (120) working days from the date of commencement under this contract shall include, but not be limited to: Installation of approximately 3,971 linear feet of 8" diameter PVC sanitary sewer pipes, 2,419 linear feet of 6" diameter sanitary side sewer pipes, 21 manholes, 3260 linear feet of Ductile Iron 8" water pipe and fittings, 77 water services and reconnections and associated asphalt street restoration, and landscape restoration. This work is to take place in 8 streets within a 1- square mile region in the City of Renton. Excavations for the sanitary sewer will range between 6 feet deep and 20 feet deep. fThe City reserves the right to reject any and/or all bids and to waive any and/or all informalities. Approved plans and specifications 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, WA 98055. There is a non - refundable fee of $50.00 plus $4.40 Tax (Total $54.40) for each set. No orders by mail will be accepted. No telephone orders will be accepted. 0 Questions regarding this call for bids or the plan holders lists should be directed to the Public Works Customer Service Counter at the above address or at (425) 430 -7200. If a bidder has any questions regarding the project, please contact the Project Manager, John Hobson, at 1055 South Grady Way, Renton, WA 98055 or (425) 430 -7279. A certified check or bid bond in the amount of five percent (5 %) of the total of each bid must accompany each bid. The City's Fair Practices, Non - Discrimination, and Americans with Disability Act Policies shall apply. iPublished: RE- Bidcalh Bonnie I. Walton, City Clerk Daily Journal of Commerce April 16, 2002 Daily Journal of Commerce April 23, 2002 t BID BOND FORM Herewith find deposit in the form of a certified check, cashier's check, cash, or bid bond tin the amount of $ 511 Sbly. 30 which amount is not less than five percent of the total bid. Sign here G rDA, �1 • l D "/ ID Know All Men by These Presents: Ytti p��6 5u' That we, Frank Coluccio Construction Company , as Principal, and _ Safeco Insurance Company of America as Surety, are held and firmly bound unto the City of Renton, as Obligee, in the penal sum of *Five Percent (57) Of The Total Amount Bid* 5% Dollars, for the payment of which the Principal and the Surety bind themselves, their heirs, executors, administrators, successors and assigns, jointly and severally, by these presents. The condition of this obligation is such that if the Obligee shall make any award to the Principal for East Kennydale Sanitary Sewer Infill & Water Main Replacement 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 rin 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 30th DAY OF April , 2002 Frank Coluccio Construction Company 1 B ` Princip l�k S•G w Sc�� Safeco Insurance Company of America B Surety Anne E. Strieby, torney -•It1 act Received return of deposit in the sum of $ H: \DIVISION.S \UTILITIE.S\ WASTE. WTR \Kenny2 \Contract_doc \BI DSPEC.DOCV DH \tb SAFECO INSURANCE COMPANY OF AMERICA S A F E C O® POWER GENERAL INSURANCE COMPANY OF AMERICA OF ATTORNEY HOME OFFICE: SAFECO PLAZA SEATTLE, WASHINGTON 98185 No. 9562 KNOW ALL BY THESE PRESENTS: That SAFECO INSURANCE COMPANY OF AMERICA and GENERAL INSURANCE COMPANY OF AMERICA, each a Washington corporation, does each hereby appoint " " " "'W. J. MCCOY; PAULA M. MCCOY; JAMES B. BINDER; ANNE E. STR[EBY; GARY R. STONE; PATRICK DWAYNE DAVID; RANDALL K. BONAVENTURE; DIANNE JUDICE; WENDY ARCEMENT; Seattle, its true and lawful attomey(s) -in -fact, with full authority to execute on its behalf fidelity and surety bonds or undertakings and other documents of a similar character issued in the course of its business, and to bind the respective company thereby. IN WITNESS WHEREOF, SAFECO INSURANCE COMPANY OF AMERICA and GENERAL INSURANCE COMPANY OF AMERICA have each executed and attested these presents this 14th day of March 2002 41.4- a-e-1 R.A. PIERSON, SECRETARY MIKE M GAVICK, PRESIDENT CERTIFICATE Extract from the By -Laws of SAFECO INSURANCE COMPANY OF AMERICA and of GENERAL INSURANCE COMPANY OF AMERICA: "Article V, Section 13. - FIDELITY AND SURETY BONDS ... the President, any Vice President, the Secretary, and any Assistant Vice President appointed for that purpose by the officer in charge of surety operations, shall each have authority to appoint individuals as attomeys-in- fact or under other appropriate titles with authority to execute on behalf of the company fidelity and surety bonds and other documents of similar character issued by the company in the course of its business... On any instrument making or evidencing such appointment, the signatures may be affixed by facsimile. On any instrument conferring such authority or on any bond or undertaking of the company, the seal, or a facsimile thereof, may be impressed or affixed or in any other manner reproduced; provided, however, that the seal shall not be necessary to the validity of any such instrument or undertaking." Extract from a Resolution of the Board of Directors of SAFECO INSURANCE COMPANY OF AMERICA and of GENERAL INSURANCE COMPANY OF AMERICA adopted July 28, 1970. On any certificate executed by the Secretary or an assistant secretary of the Company setting out, (i) The provisions of Article V, Section 13 of the By -Laws, and (ii) A copy of the power -of- attomey appointment, executed pursuant thereto, and (iii) Certifying that said power-of-attorney appointment is in full force and effect, the signature of the certifying officer may be by facsimile, and the seal of the Company may be a facsimile thereof." I, R.A. Pierson, Secretary of SAFECO INSURANCE COMPANY OF AMERICA and of GENERAL INSURANCE COMPANY OF AMERICA, do hereby certify that the ' foregoing extracts of the By -Laws and of a Resolution of the Board of Directors of these corporations, and of a Power of Attorney issued pursuant thereto, are true and Attorney correct, and that both the By -Laws, the Resolution and the Power of Attorney are still in full force and effect. IN WITNESS WHEREOF, I have hereunto set my hand and affixed the facsimile seal of said corporation S- 0974 /SAEF 2/01 r this 3 (� - 4— day of j2S,p j_ 9 SEAL' X R.A. PIERSON, SECRETARY ® A registered trademark of SAFECO Corporation 03/14/2002 PDF CITY OF RENTON WWP -27 -2955 & WTR -27 -2955 (Proiect Number) EAST KENNYDALE SANITARY SEWER INFILL & WATER MAIN REPLACEMENT (Proiect Name) PROPOSAL TO THE CITY OF RENTON RENTON, WASHINGTON Ladies and/or Gentlemen: ' The undersigned hereby certify that the bidder has examined the site of the proposed work and have read and thoroughly understand the plans, specifications and contract governing the work embraced in this improvement, and the method by which payment will be made for said work, ' and hereby propose to undertake and complete the work embraced in this improvement, or as much thereof as can be completed with the money available, in accordance with the said plans, specifications and contract and the following schedule of rates and prices: (Note: Unit prices for all items, all extensions, and total amount of bid should be shown. Show ' unit prices both in writing and in figures.) The undersigned certifys and agrees to the following provisions: NON - COLLUSION AFFIDAVIT Being duly sworn, deposes and says, that he is the identical person who submitted the foregoing ' proposal or bid, and that such bid is genuine and not sham or collusive or made in the interest or on behalf of any person not therein named, and further, that the deponent has not directly induced or solicited any other Bidder on the foregoing work or equipment to put in a sham bid, or ' any other person or corporation to refrain from bidding, and that deponent has not in any manner sought by collusion to secure to himself or to any other person any advantage over other Bidder or Bidders. ' AND CERTIFICATION RE: ASSIGNMENT OF ANTI -TRUST CLAIMS TO PURCHASER ' Vendor and purchaser recognize that in actual economic practice overcharges resulting from anti -trust violations are in fact usually borne by the purchaser. 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 H:forms/envrmtaUenvirpoUbh I I, the undersigned, having been duly sworn, deposed, say and certify that in connection with the performance of the work of this project, I will pay each classification of laborer, workman, or mechanic employed in the performance of such work; not less than the prevailing rate of wage or not less than the minimum rate of wages as specified in the principal contract: that I have read the above and foregoing statement and certificate, know the contents thereof and the substance as set forth therein is true to my knowledge and belief. 1 FOR: NON COLLUSION AFFIDAVIT, ASSIGNMENT OF ANTI -TRUST CLAIMS TO PURCHASER AND MINIMUM WAGE AFFIDAVIT 1 Luc cmm = Ium COMEW Fil Name of Bidder's Firm Printed Name ::5�liilrl Signat re Address: 9600 MARTIN LLTHER KING 7R_ WAY. so, SEATTLC. WASHINGTON 981.18 1 Names of Members of Partnership: fl OR Name of President of Corporation Name of Secretary of Corporation Corporation Organized under the laws of With Main Office in State of Washington at rron Ic apt o"re a) uli"A In* 9600 MARTIFOLUTHER KING JR. WAY, -SO. SEATTLE. WASHINGTON, 98118 Subscribed and sworn to before me on this day of � , 20DA. A. NA ��`��1►� ••'' 10N Notary Public in and for the State of v NpTAR� Washington 1 H:forms 1envrmta1/envirpoVbh e Notary (Print) yt /S s0 Pl/6��G My appointment expires: 2- ,f' �. ''�Z' �wA %` �''�uuultt %a�`� I Page 1 CITY OF RENTON PUBLIC WORKS DEPARTMENT SCHEDULE OF PRICES EAST KENNYDALE SANITARY SEWER INFILL AND WATER MAIN REPLACEMENT (Note: Unit prices for all items, all extentions, and total amount of bid must be shown. Show unit prices in both words and figures and where conflictconflict occurs the written or typed words shall prevail.) ITEM APPROX. ITEM WITH UNIT PRICED BID UNIT PRICE AMOUNT NO. QUANTITY (Unit Prices to be Written in Words) Dollars Cts. Dollars Cts. 001. 1 Mobiliz tion & Demobili ati n Lump Sum $SI •OO `� o��.OD L w p p Sum Words) figures 002. 1 Trench Excavation Safety Systems Lump Sum $ oilli `GS.�1- d4ifz q�s ,� l ODD • OR ` QOQ• Dp per Lump Sum (words) figures 003. 1 Surveyin , Staking, and As -Buil Lump Sum OOO 00 AP,AW,Or ' per Lum Sum words) figures 004. 1 Traffic Control / Lump Sum / $T•Gry k1& .'lj &x•� 0 G4l / Pow o0 is' 000. 00 ' per Lump Sum (words) figures ' 005. 1 Lump Sum Temporary Erosion /Sedimentation Controls $ Ooa AV 'e AD per Lump Sum (words) figures ' 006. 1 Lump Sum Landscape Restoratio rVq 3f OOO.Ag 31 PRO. 'op per Lump Sum (words) figures ' 007. 12 Re- establish existin M nurn s Each $ l.�oD per Each (words) KO s figures ' 008. 3,998 TV Inspection of Sanitary Sewers !I 0 O 3 �a Linear Foot $ D ��0� /�� y�� G,p�•� O D per Linear Foot (words) figures 009. 3,096 8" PVC ewer and Cleanout Pip 5'P Linear Foot $ .j %5"1 S ®O• AD ' a 6V per Line Foot (words) figures 010. 902 Linear Foot 8" C900 PVC Sewer Pi e vr,S 1�0 Y'q 41O.00 ' $ figures per Lineo Foot (words) 011. 1,553 6" PVC Side S wer Pipe *I 6z � ?-�D• RV Linear Foot $ JP� ' per ine Foot Two figures 012. 866 Linear Foot 6" C90-0 PVC Side Sewer ipe $ ys o0 38 0.00 per Linfdr Foot (words) figures I Page 1 CITY OF RENTON PUBLIC WORKS DEPARTMENT SCHEDULE OF PRICES EAST KENNYDALE SANITARY SEWER INFILL AND WATER MAIN REPLACEMENT (Note: Unit prices for all items, all extentions, and total amount of bid must be shown. Show unit prices in both words and figures and where conflictconflict occurs the written or typed words shall prevail.) EM APPROX. ITEM WITH UNIT PRICED BID UNIT PRICE AMOUNT NO. QUANTITY (Unit Prices to be Written in Words) Dollars Cts. Dollars Cts. 013. 17 48" Sanitary Sewer Manhole ' Each per Eac (words Hp G,vrpbr A $pp, a0 figures 1'7 014. 4 54" Sanitary Sewer Manhole Each L".0—V�,n �� s 3 vav, nt% !� �v� • oD per Each '(words) figures ' 015. 7 Each Connect New Sewer to Existing Sewer Facili $ l#00• Pp R0 figures per Each (words) jv4p 016. 3,260 Linear Foot 8" ductile ron ipe, Cl 52 oly wrapped & Fittings $ — 3.00 1%� APP, AP figures per Line /r Foot ( or s) ' 017. 43 Linear Foot 6" ductile iron pipe, Cl 53, Poly Wrapped & Fitt' gs $ 6' 4fi, 0>7 ' 018. 17 Each figures �jr , per Lin r Foo (words )' 8" gate valve a sembly $ ' figures per Each (words) 019. 11 Each Fire Hydrant Assembly $ ' per Each (words) yp figures ' 020. 72 Each 3/4" Water Service Co nectio $ f ,i s, - I J. al-,Alv G per Each —(words) -5AP -W figures 6 APIA DD 021. 5 Each 3/4" Water Service Connection Ino meter) $ '- p • G� ,'� �QQ. OD per Each wor s) figures ' 022. 1 Each V. Air-Release Valve $ Z f�D.OD l 100.0P figures per Eac words) y�� ' 023. 4 Each 2" Permanent Blow -off Assembly $ Q AJ, mv PAR ,Pp Gpp. 'Pip per Each (words) figures 024. 9 Each Connection to Existing W er Main $ / sa , RR pef Each (words) nd cf figures I Page 2 t 1 1 1 1 1 1 t 1 1 1 1 1 1 1 1 1 1 CITY OF RENTON PUBLIC WORKS DEPARTMENT SCHEDULE OF PRICES EAST KENNYDALE SANITARY SEWER INFILL AND WATER MAIN REPLACEMENT (Note: Unit prices for all items, all extentions, and total amount of bid must be shown. Show unit prices in both words and figures and where conflictconflict occurs the written or typed words shall prevail.) TEM APPROX. ITEM WITH UNIT PRICED BID UNIT PRICE AMOUNT NO. QUANTITY (Unit Prices to be Written in Words) Dollars Cts. Dollars Cts. 025. 1 Furnish & Install 16 "x8" Wet Tap ing Gate Valv Each $�6W_ .,- tvasrtr�� �o172 y1D GB1Zf= per Each (words) 026. 1 Each Furnish & Install 12 "x8" Wet Tapping at alve Am- per Each (words) 027. 26 Concrete Thrus Blt & Dead -man Blocks Cubic yard $ per 1116i a-rd' (words) 028. 1 Removal of Existing Fire Hydrants, Valy Box s and Lump Sum $ per Lump Sum (words) IN's y�0 029. 500 Removal and Replace ent of Unsuit ble Foundation Ton $ zGY rL17 L� per Ton (words) 030. 2,000 Select Imported Trench Backfill Ton $ n/t� f R'" Y19 G per Ton (words) 031. 8,922 As hal ass B (Ro d Rebuild) Paving Incl. CSTC Sq. Yard $ per Square Yard wor s) 032. 1,313 Asphalt Cla s B Patch Inc C C Sq. Yard Aft per Squar and (words) 033. 4,814 Asphalt Overlay -1/2" Thick Sq. Yard $ per Square and (words) 034. 483 Sq. Yard As halt Grin n $V� per Square Yard (words) 035. 1 Lump Sum Replace Pavement Markings and Traffic Buttons WI> 7�i�✓��.e?�/VG fs�� �GY per Guaio Sum (words)4gj h'P Page 3 3, Pff'W 1 3,W0. v'P Asoo, vD figures 9v, vy vgv. oa figures M res 7.14V -3 Svo.ov figures 67, PP I !O 00�l. OD figures 1 S, v0 1 1111P.544-00 S. AP I X70. qo icqures 1a.vp 83v.pp figures �Ap oo 1 a Sv©. olv igures E i 1 i i 1 1 1 1 1 1 1 1 l 1 1 NO. 036. 037. CITY OF RENTON PUBLIC WORKS DEPARTMENT SCHEDULE OF PRICES EAST KENNYDALE SANITARY SEWER INFILL AND WATER MAIN REPLACEMENT (Note: Unit prices for all items, all extentions, and total amount of bid must be shown. Show unit prices in both words and figures and where conflictconflict occurs the written or typed words shall prevail.) APPROX. ITEM WITH UNIT PRICED BID UNIT PRICE AMOUNT QUANTITY (Unit Prices to be Written in Words) Dollars Cts. Dollars Cts. 262 Sq. Yard 612 Linear Foot Remove nd ep ce Sidewal & Driveway per Squ a Yard (words) Remov yd Repla b & Gutter ]�� e""— per Linear Foot (words) Page 4 Subtotal 8.8% Sales Tax Total cures • 1W fa, AR q`& $07,t� 83, 319. D; 1 BOND TO THE CITY OF RENTON Bond No. 6165084 KNOW ALL MEN BY THESE PRESENTS: ' That we, the undersigned Frank Coluccio Construction Company ' Safeco Insurance Company as principal, and of America corporation organized and existing under the laws of the State of Washington as a surety corporation, and qualified under the laws of the State of Washington to become surety upon bonds of contractors with municipal corporations, as surety are ' jointly and severally held and firmly bound to the City of Renton in the penal sum of * for the payment of which sum on demand we bind ourselves and our successors, heirs, administrators or person representatives, as the case may be. *One Million Thirty Thousand One Hundred Twenty -Six & 02/100 ($1,030,126.02) This obligation is entered into in pursuance of the statutes of the State of Washington, the Ordinance of the City of Renton. ' Dated at , Washington, this _3d day of , 2002. Nevertheless, the conditions of the above obligation are such that: ' WHEREAS, under and pursuant to Public Works Construction Contract CAG -02 -034 providing for construction of East Kennydale Sanitary Sewer Infdl & Water Main Replacement 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; 1 NOW, THEREFORE, if the principal shall faithfully perform all of the provisions of said contract in the manner and within the time therein set forth, or within such extensions of time as may be granted under said contract, and shall pay all laborers, mechanics, subcontractors and materialmen, and all persons who shall supply said principal or subcontractors with provisions and supplies for the carrying on of said work, and shall hold said City of Renton harmless from any loss or damage occasioned to any person or property by reason of any carelessness or negligence on the part of said 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. Frank Coluccio Construction Company Principal 4;�a Signature Nick Coluccio Vice President Title Safeco Insurance Company of America Surety Signature Anne E. Strieby, Attorney -In -Fact Title Approved by Larry Warren 2/14,92 \\CENIRAL\SYS2\DEPTS\PBPW\ DIVISION. S\ U7R nIE.S \WASTE.WTR\Kenny2\Contraci doc\BIDSPEC.DOCUDHVb t '- I,� S A F EC Or OF ATTORNEY IKNOW ALL BY THESE PRESENTS: C' I I J SAFECO INSURANCE COMPANY OF AMERICA GENERAL INSURANCE COMPANY OF AMERICA HOME OFFICE: SAFECO PLAZA SEATTLE, WASHINGTON 98185 No. 9562 That SAFECO INSURANCE COMPANY OF AMERICA and GENERAL INSURANCE COMPANY OF AMERICA, each a Washington corporation, does each hereby appoint sskk # ## ##W J MCCOY; PAULA M. MCCOY; JAMES B. BINDER; ANNE E. STRIEBY; GARY R. STONE; PATRICK DWAYNE DAVID; RANDALL K. BONAVENTURE; DIANNE JUDICE; WENDY ARCEMENT; Seattle, Washington #� # #kkkk FI I #y kk1 kkkkk###### ikiii# ik###### i## ik # # #k #i # #i # # # #kkkikk ## #k # ;i #kk #iii # #kkk ###i # #iiik # # # #i #kk its true and lawful attome s n -fad, with full authority to execute on its behalf fidelity and sure bonds or undertakings and other documents of a similar Y(N ty ty surety g character issued in the course of its business, and to bind the respective company thereby. IN WITNESS WHEREOF, SAFECO INSURANCE COMPANY OF AMERICA and GENERAL INSURANCE COMPANY OF AMERICA have each executed and attested these presents this 14th day of March 2002 R.A. PIERSON, SECRETARY CERTIFICATE 4 V-*- C , MIKE M GAVICK, PRESIDENT Extract from the By -Laws of SAFECO INSURANCE COMPANY OF AMERICA and of GENERAL INSURANCE COMPANY OF AMERICA: "Article V, Section 13. - FIDELITY AND SURETY BONDS ... the President, any Vice President, the Secretary, and any Assistant Vice President appointed for that purpose by the officer in charge of surety operations, shall each have authority to appoint individuals as attorneys - in-fact or under other appropriate titles with authority to execute on behalf of the company fidelity and surety bonds and other documents of similar character issued by the company in the course of its business... On any instrument making or evidencing such appointment, the signatures may be affixed by facsimile. On any instrument conferring such authority or on any bond or undertaking of the company, the seal, or a facsimile thereof, may be impressed or affixed or in any other manner reproduced; provided, however, that the seal shall not be necessary to the validity of any such instrument or undertaking." Extract from a Resolution of the Board of Directors of SAFECO INSURANCE COMPANY OF AMERICA and of GENERAL INSURANCE COMPANY OF AMERICA adopted July 28, 1970. "On any certificate executed by the Secretary or an assistant secretary of the Company setting out, (i) The provisions of Article V, Section 13 of the By -Laws, and (ii) A copy of the power -of- attomey appointment, executed pursuant thereto, and (iii) Certifying that said power- of- attomey appointment is in full force and effect, the signature of the certifying officer may be by facsimile, and the seal of the Company may be a facsimile thereof." I, R.A. Pierson, Secretary of SAFECO INSURANCE COMPANY OF AMERICA and of GENERAL INSURANCE COMPANY OF AMERICA, do hereby certify that the foregoing extracts of the By -Laws and of a Resolution of the Board of Directors of these corporations, and of a Power of Attorney issued pursuant thereto, are true and correct, and that both the By -Laws, the Resolution and the Power of Attorney are still in full force and effect. IN WITNESS WHEREOF, I have hereunto set my hand and affixed the facsimile seal of said corporation 0 SEAL a,,� lJ5 At S- 0974 /SAEF 2/01 this Ou corrm SEAL X of day of ciao z . R.A. PIERSON, SECRETARY ® A registered trademark of SAFECO Corporation 03/14/2002 PDF IContracts other than Federal -Aid FHWA ' CONTRACTS OTHER THAN FEDERAL -AID FHWA THIS AGREEMENT, made and entered into this �.'�Q day of , 20-,�2& by and ' between THE CITY OF RENTON, Washington, a municipal corporation of the State of Washington, hereinafter referred to as "CITY" and Frank Coluccio hereinafter referred to as "CONTRACTOR." Construction Company ' WPTNESSETH: 1) The Contractor shall within the time stipulated, (to -wit: within one hundred twenty [120] working ' days from date of commencement hereof as required by the Contract, of which this agreement is a component part) perform all the work and services required to be performed, and provide and furnish all of the labor, materials, appliances, machines, tools, equipment, utility and transportation services necessary to perform the Contract, and shall complete the construction and installation work in a workmanlike manner, in connection with the City's Project identified as CAG -02 -034 for improvement by construction and installation of: East Kennydale Sanitary Sewer Infill & Water ' Main Replacement. 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 1 I\\ CENTRAL \SYS2\DMMVBPW\DIVISION.S\UTII M.S\ WASTE. WTR\ Kenny2 \Contract_doc\BIDSPEC.DOC\TDH\tb IContracts other than Federal -Aid FHWA ' 3) If the Contractor refuses or fails to prosecute the work or any part thereof, with such diligence as will insure its completion within the time specified in this Contract, or any extension in writing thereof, or fails to complete said work with such time, or if the Contractor shall be adjudged a ' bankrupt, or if he should make a general assignment for the benefit of his creditors, or if a receiver shall be appointed on account of the Contractor's insolvency, or if he or any of his subcontractors should violate any of the provisions of this Contract, the City may then serve written notice upon him and his surety of its intention to terminate the Contract, and unless within ten (10) days after ' the serving of such notice, such violation or non - compliance of any provision of the Contract shall cease and satisfactory arrangement for the correction thereof be made, this Contract, shall, upon the expiration of said ten (10) day period, cease and terminate in every respect. In the event of any ' such termination, the City shall immediately serve written notice thereof upon the surety and the Contractor and the surety shall have the right to take over and perform the Contract, provided, however, that if the surety within fifteen (15) days after the serving upon it of such notice of termination does not perform the Contract or does not commence performance thereof within thirty (30) days from the date of serving such notice, the City itself may take over the work under the Contract and prosecute the same to completion by Contract or by any other method it may deem ' advisable, for the account and at the expense of the Contractor, and his surety shall be liable to the City for any excess cost or other damages occasioned the City thereby. In such event, the City, if it so elects, may, without liability for so doing, take possession of and utilize in completing said ' Contract such materials, machinery, appliances, equipment, plants and other properties belonging to the Contractor as may be on site of the project and useful therein. I 4) The foregoing provisions are in addition to and not in limitation of any other rights or remedies available to the City. u 1 1 5) Contractor agrees and covenants to hold and save the City, its officers, agents, representatives and employees harmless and to promptly indemnify same from and against any and all claims, actions, damages, liability of every type and nature including all costs and legal expenses incurred by reason of any work arising under or in connection with the Contract to be performed hereunder, including loss of life, personal injury and/or damage to property arising from or out of any occurrence, omission or activity upon, on or about the premises worked upon or in any way relating to this Contract. This hold harmless and indemnification provision shall likewise apply for or on account of any patented or unpatented invention, process, article or appliance manufactured for use in the performance of the Contract, including its use by the City, unless otherwise specifically provided for in this Contract. In the event the City shall, without fault on its part, be made a party to any litigation commenced by or against Contractor, then Contractor shall proceed and hold the City harmless and he shall pay all costs, expenses and reasonable attorney's fees incurred or paid by the City in connection with such litigation. Furthermore, Contractor agrees to pay all costs, expenses and reasonable attorney's fees that may be incurred or paid by City in the enforcement of any of the covenants, provisions and agreements hereunder. Nothing herein shall require the Contractor to indemnify the City against and hold harmless the City, from claims, demands or suits based solely upon the conduct of the City, its officers or employees and provided further that if claims or suits are caused by or result from the concurrent negligence of (a) the Contractor's agents or employees and (b) the City, its agents, officers and employees, and involves those actions covered by RCW 4.24.115, this indemnity provision with respect to claims or suits based upon such concurrent negligence shall be valid and enforceable only to the extent of the Contractor's negligence or the negligence of the Contractor's agents or employees. \\CENTRA \SYS2\DEVIWBPW\DIVISION.S\Lrrg 1E.S\ WASTE. WTR\ Kenny2 \Contract_doc\BIDSPEC.DOCVDH\tb IContracts other than Federal -Aid FHWA 6) Any notice from one party to the other party under the Contract shall be in writing and shall be dated and signed by the party giving such notice or by its duly authorized representative of such party. Any such notice as heretofore specified shall be given by personal delivery thereof or by ' depositing same in the United States mail, postage prepaid, certified or registered mail. 7) The Contractor shall commence performance of the Contract no later than 10 calendar days after Contract final execution, and shall complete the full performance of the Contract not later than one ' hundred twenty [120] 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. 1 1 1 ' \ \CEN7RAL \SYS2\DEFMVBPW\DIVISION.S LrIT TIE.S\ WASTE. WM\Kenny2\Contract _doc\BIDSPEC.DOC\TDH\tb 1 Contracts other than Federal -Aid FHWA 11) The total amount of this contract is the sum of _$ 1, 030 ,126:02 ' One million, thirty thousand, one hundred and twenty -six dollars and two cents ' which includes Washington State Sales Tax. Payments will be made to Contractor as specified in the "General Requirements" and this Contract Document. IN WITNESS WHEREOF, the City has caused these presents to be signed by its Mayor and attested by ' its City Clerk and the Contractor has hereunto set his hand and seal the day and year first above - written. I 1 i 01 p4u-e�� President/P r /Owner Nick Coluccio Vice President Joseph J. Coluccio dba Frank Coluccio Construction Company �one 0 Individual 13 Partnership Firm Name CITY OC�ON Ma _ ATTEST v le nk Ot Corporation Incorporated in STATE Dr- WASWN G LbN ' Attention: If business is a CORPORATION, name of the corporation should be listed in full and both President and ' Secretary must sign the contract, OR if one signature is permitted by corporation by -laws, a copy of the by -laws shall be furnished to the City and made a part of the contract document. L I 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. \ XCENTRAL \SYS2\DEVMVBPW\DIVISION.SXLrrU M.S\ WASTE. WTR\Kenny2\Contract _doc\BIDSPEC.DOCUDH\tb 1 r City of Renton Human Resources & Risk Management Department Insurance Information Form ' Contractor /Consultant: cc)u _cfC o Project Number: Staff Contact: J 1 Certificate of Insurance indicates the coverages and limits specified in contract? If no, explain below: 121111, Yes ❑ No Is the Commercial General Liability policy form an ISO 1993 Occurrence Form or Equivalent? (If no, attach a copy of the policy with required coverages clearly identified) Yes ❑ No CG 0043 Amendatory Endorsement provide q?* A ❑ Yes No CGL General Aggregate provided on a "per project basis" (CG2503) ?* Yes ❑ No Additional Insured wording provided?* LG' Yes ❑ No All coverage on a primary basis and non - contributing basis ?* Yes ❑ No Waiver of Subrogation Clause applies ?* Yes ❑ No Severability of Interest Clause (Cross Liability) applies? Yes ❑ No Notice of Cancellation/Non- Renewal amended to 45 days ?* Yes ❑ No * To be Shown on certificate of insurance A Not required if ISO Occurrence form is 1990 or earlier, may also be assumed under contract. [AM BEST'S RATING FOR CARRIER: ICGk&±t X Auto & �,V UM b 1 Professional %V 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. GW ( ` / i Lce � �C.. S�0.r1 n a ✓� 2a ✓ S Agency /Broker Completed By (Type or Print Name) ' � t alliva, 9 Address Completed By (Signature) 2 - a6 o Name of persdn to contact Te eph ne number ' NOTE: THIS QUESTIONNAIRE MUST BE COMPLETED AND ATTACHED TO CERTIFICATE OF INSURANCE FOR EACH LINE OF COVERAGE OJ � CITY OF RENTON FAIR PRACTICES POLICY AFFIDAVIT OF COMPLIANCE Frank Coluccio Construction Company hereby confirms and declares that ( Name of contractor /subcon tractor / consultant/supplier) I. It is the policy of Frank Coluccio Construction Company 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. Frank Coluccio Construction Company complies with all applicable ' (Name of contractor/ subcontractor /consultant/supplier) federal, state and local laws governing non - discrimination in employment. II. When applicable, Frank Coluccio Construction Company and (Name of contract or/ subcontrwtor /consultant/supplier) negotiate with minority and women contractors for the award of subcontracts. Joseph J. Coluccio Print Agent/Representative's Name Vice President Print Agent/Representative's Title will seek out May 21, 2002 Date Signed Instructions: This document MUST be completed by each contractor, subcontractor, consultant and/or supplier. Include or attach this document(s) with the contract. 1 AC&am CERTIFICATE OF LIABILITY INSURANCE DATE 5 /2002) PRODUCER PARKER, SMITH & FEEK, INC. 2233112th Avenue N.E. Bellevue, Washington 98004 Phone: 425 - 709 -3600 Fax: 425 - 709 -7460 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. INSURERS AFFORDING COVERAGE INSURED FRANK COLUCCIO CONSTRUCTION COMPANY 9600 Martin Luther King Way South Seattle, Washington 98118 -5693 INSURER A NATIONAL UNION FIRE INS. CO. OF PITTSBURGH, PA INSURER B NATIONAL UNION FIRE INS. CO. OF PITTSBURGH, PA INSURER C: NATIONAL UNION FIRE INS. CO. OF PITTSBURGH, PA INSURER D: NATIONAL UNION FIRE INS. CO. OF PITTSBURGH, PA INSURER E: ' COVERAGES C n 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 CONTRACTOR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAYBE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. AGGREGATE LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR LTR TYPE OF INSURANCE POLICY NUMBER POLICY EFFECTIVE DATE (MWDD/YY) POLICY EXPIRATION DATE MWDD/YY LIMITS GENERAL LIABILITY EACH OCCURRENCE $ 1,000,000 FIRE DAMAGE (Any one fire) $ 100,000 X COMMERCIAL GENERAL LIABILITY CLAIMS MADE FX ] OCCUR MED EXP (Any one person) $ 10,000 PERSONAL & ADV INJURY $ 1,000,000 A GL 933 -16 -77 07/01/2001 07/01/2002 GENERAL AGGREGATE $ 2,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: PRODUCTS- COMP /OP AGG $ 2,000,000 POLICY X PRCO -- LOC AUTOMOBILE X LIABILITY ANY AUTO COMBINED SINGLE LIMIT (Ea accident) $ 1,000,000 BODILY INJURY (Per person) $ B ALL OWNED AUTOS SCHEDULED AUTOS HIREDAUTOS NON -OWNED AUTOS CA 826 -09 -31 07/01/2001 07/01/2002 X BODILY INJURY (Per accident) $ X 4Li� PROPERTY DAMAGE (Per accident) $ GARAGE LIABILITY AUTO ONLY – EA ACCIDENT $ OTHER THAN EA ACC $ ANY AUTO AUTO ONLY: AGG $ EXCESS LIABILITY EACH OCCURRENCE $ 1,000,000 X OCCUR F—] CLAIMS MADE AGGREGATE $ 1,000,000 C BE 8713964 07/01/2001 07/01/2002 $ $ �::] DEDUCTIBLE $ X RETENTION $ 10,000 GATION AND EMPLOYERS' LIABILITY WC STATU- TORY LIMITS X OTH- ER E.L. EACH ACCIDENT $ 1,000,000 D WASHINGTON STOP GAP GL 933 -16 -77 07/01/2001 07/01/2002 E.L. DISEASE - EACH EMPLOYEE $ 1,000,000 E.L. DISEASE – POLICY LIMIT $ 1,000,000 OTHER $ Is DESCRIPTION OF OPERATIONS /LOCATIONSfVEHICLESIEXCLUSIONS ADDED BY ENDORSEMENT /SPECIAL PROVISIONS East Kennydale Sanitary Sewer Infill and Water Main Replacement. The City of Renton, its officers, officials, agents, employees and volunteers are included as Additional insured per Endorsement attached and coverage is primary and non - contributory per form CG0001, Edition Date 07/98 (page 8 of 12) attached. Waiver of Subrogation applies to General Liability per Endorsement CG2404, Edition Date 10/93 attached. Severability of Interest clause included. CERTIFICATE HOLDER I X I ADDITIONAL INSURED: INSURER LETTER: CITY OF RENTON Planning/Building/Public Works Dept. 1055 South Grady Way Renton, WA 98055 ACORD 25 -S (7/97) ' COL6MCERT01(M2) CANCELLATION -TU QayS Tor non - payment oT premlun SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, THE ISSUING INSURER WILL fi9D&AV49i1i4O MAIL 45' DAYS WRITTEN NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE LEFT, OR RF.PRMRF� A D EPRESENTATIVE /li vJ : L_ ' 0 ACORD CORPORATION 1988 CERT #82 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. 1 t 1 1 THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. ENDORSEMENT #005 This endorsement, effective 12:01 A.M. 07/01/2001 forms a part of Policy No. GL 933 -16 -77 issued to FRANK COLUCCIO CONSTRUCTION COMPANY By NATIONAL UNION FIRE INSURANCE COMPANY OF PITTSBURGH, PA. ADDITIONAL INSURED - OWNERS, LESSEES OR CONTRACTORS This endorsement modifies insurance provided under the following: COMMERCIAL GENERAL LIABILITY COVERAGE FORM Name of Person or Organization Where required by "Insured Contract" and as evidenced by Certificate of Insurance On File With Company Name of Person or Organization Where required by "Insured Contract" and as evidenced by Certificate of Insurance On File With Company Section II - Who is an insured, 2. Is amended to add: e. The person or organization shown in Schedule A., but only with respect to liability arising out of your ongoing operations performed for that insured. In addition, any person or organization shown in Schedule B., But only with respect to liability arising out of "your work" for that insured. AUTHORIZED REPRESENTATIVE IPage 8 of 12 Copyright, Insurance Services Office, Inc., 1997 CG 00 01 07 98 1. Bankruptcy payable unoc, terms of this Coverage Part or Bankruptcy or insolvency of the insured or of the that are in excess of the applicable limit of insur- insured's estate will not relieve us of our obli- ance. An agreed settlement means a settlement gations under this Coverage Part. and release of liability signed by us, the insured 2. Duties In The Event Of Occurrence, Offense, and the claimant or the claimant's legal repre- sentative. Claim Or Suit a. You must see to it that we are notified as 4. Other Insurance soon as practicable of an "occurrence" or an If other valid and collectible insurance is available offense which may result in a claim. To the extent possible, notice should include: to the insured for a loss we cover under Cov- erages A or B of this Coverage Part, our obliga- (1) How, when and where the "occurrence" tions are limited as follows: or offense took place; a. Primary Insurance ' (2) The names and addresses of any injured This insurance is primary except when b. persons and witnesses; and below applies. If this insurance is primary, our obligations are not affected unless any of the (3) The nature and location of any injury or other insurance is also primary. Then, we will damage arising out of the "occurrence" share with all that other insurance by the ' or offense. method described inc. below. b. If a claim is madeor "suit" is brought against b. Excess Insurance ' any insured, you must: (1) Immediately record the specifics of the This insurance is excess over: claim or "suit" and the date received; and (1) Any of the other insurance, whether pri- mary, excess, contingent or on any other (2) Notify us as soon as practicable. basis: ' You must see to it that we receive written "suit" (a) That is Fire, Extended Coverage, notice of the claim or as soon as pra- Builder's Risk, Installation Risk or cticable. similar coverage for "your work "; ' c. You and any other involved insured must: (b) That is Fire insurance for premises (1) Immediately send us copies of any rented to you or temporarily occupi- demands, notices, summonses or legal ed by you with permission of the papers received in connection with the "; owner; ' claim or "suit (c) That is insurance purchased by you (2) Authorize us to obtain records and other to cover your liability as a tenant for information; "property damage" to premises rent- ' (3) Cooperate with us in the investigation or ed to you or temporarily occupied by settlement of the claim or defense you with permission of the owner; or against the "suit "; and (d) If the loss arises out of the main- (4) Assist us, upon our request, in the en- tenance or use of aircraft, "autos "or ' forcement of any right against any watercraft to the extent not subject to person or organization which may be exclusion g. of Section I - Coverage liable to the insured because of injury or A - Bodily Injury And Property Dam- ' damage to which this insurance may also age Liability. apply. (2) Any other primary insurance available to d. No insured will, except at that insured's own you covering liability for damages arising 1 cost, voluntarily make a payment, assume any obligation, or incur any expense, other out of the premises or operations for which you have been added as an addi- than for first aid, without our consent. tional insured by attachment of an 3. Legal Action Against Us endorsement. ' No person or organization has a right under this When this insurance is excess, we will have no duty under Coverages A or B to defend Coverage Part: 9 the insured against any "suit" if any other a. To join us as a party or otherwise bring us insurer has a duty to defend the insured into a "suit "asking for damages from an in- against that "suit ". If no other insurer ' sured; or defends, we will undertake to do so, but we b. To sue us on this Coverage Part unless all of will be entitled to the insured's rights against all those other insurers. its terms have been fully complied with. When this insurance is excess over other A person or organization may sue us to recover insurance, we will pay only our share of the on an agreed settlement or on a final judgment amount of the loss, if any, that exceeds the against an insured obtained after an actual trial; sum of: but we will not be liable for damages that are not IPage 8 of 12 Copyright, Insurance Services Office, Inc., 1997 CG 00 01 07 98 1 H C� 11 P P L L r d POLICY NUMBER: GL 933-16-77 COMMERCIAL GENERAL LIABILITY CG 24 04 10 93 THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. WAIVER OF TRANSFER OF RIGHTS OF RECOVERY AGAINST OTHERS TO US This endorsement modifies insurance provided under the following: COMMERCIAL GENERAL LIABILITY COVERAGE PART SCHEDULE Name of Person or Organization: WHERE REQUIRED BY "INSURED CONTRACT" AND AS EVIDENCED BY CERTIFICATE OF INSURANCE ON FILE WITH THE COMPANY. (If no entry appears above, information required to complete this endorsement will be shown in the Declarations as applicable to this endorsement) The TRANSFER OF RIGHTS OF RECOVERY AGAINST OTHERS TO US Condition (Section IV - COM- MERCIAL GENERAL LIABILITY CONDITIONS) is amended by the addition of the following: We waive any right of recovery we may have against the person or organization shown in the Schedule above because of payments we make for injury or damage arising out of your ongoing operations or "your work" done under a contract with that person or organization and included in the "products- completed operations hazard ". This waiver applies only to the person or organization shown in the Schedule above. ICG 24 04 10 93 Copyright, Insurance Services Office, Inc., 1992 State of Washington DEPARTMENT OF LABOR AND INDUSTRIES Prevailing Wage Section - Telephone (360) 902 -5335 PO Box 44540, Olympia, WA 985044540 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. I KING couNTr Page 1 Effective 03-03-02 �* a, �#* ��,► �* �, �, ��r, �** �x�r�r *,�x�r�r��� *� * *�r+����,�,�� *ter (See Benefit Code Key) Over PREVAILING Time Holiday Note Classification WAGE Code Code Code ASBESTOS ABATEMENT WORKERS JOURNEY LEVEL $29.67 1M 51) BOILERMAKERS JOURNEY LEVEL $38.71 16 5N BRICK AND MARBLE MASONS JOURNEY LEVEL $35.37 1M 5A CABINET MAKERS (IN SHOP) JOURNEY LEVEL $11.71 1 CARPENTERS ACOUSTICAL WORKER $35.31 1M 5D BRIDGE, DOCK AND WARF CARPENTERS $35.15 IM 5D CARPENTER $35,15 1M 5D CREOSOTED MATERIAL $3525 1M 5D DRYWALL APPLICATOR $34.94 1M 51) FLOOR FINISHER $38,28 1M 5D FLOOR LAYER $3528 IM 5D FLOOR SANDER $35.28 1M 5D MILLWRIGHT AND MACHINE ERECTORS $36.15 IM 5D PILEDRIVERS, DRIVING, PULLING, PLACING COLLARS AND WELDING $35,35 1M 51) SAWFILER $3528 1M 5D SHINGLER $35,28 1M 5D STATIONARY POWER SAW OPERATOR $35,28 1M 5D STATIONARY WOODWORKING TOOLS $35.28 1 M 5D CEMENT MASONS JOURNEY LEVEL $36.15 IM 5D DIVERS & TENDERS DIVER $75.57 1M 5D 8A DIVERTENDER $37.85 1M 5D DREDGE WORKERS ASSISTANT ENGINEER $35.67 16 5D 8L ASSISTANT MATE (DECKHAND) $3523 113 5D 8L BOATMEN $35,67 1B 5D 8L ENGINEER WELDER $35.72 1B 5D 8L LEVERMAN, HYDRAULIC $37.11 16 5D 8L MAINTENANCE $35,23 113 5D 8L MATES OILER $35.67 $35.33 113 16 5D 5D 8L 8L DRYWALL TAPERS JOURNEY LEVEL $34.92 1.1 5B ELECTRICAL FIXTURE MAINTENANCE WORKERS JOURNEY LEVEL $18.69 1 Page 1 KING COUNTY Effective 03-03-02 (See Benefit Code Key) Over PREVAILING Time Holiday Note Classification WAGE Code Code Code ELECTRICIANS - INSIDE CABLE SPLICER $45.65 113 6H CABLE SPLICER (TUNNEL) $62.70 1D 6H CERTIFIED WELDER $43.99 1D 6H CERTIFIED WELDER (TUNNEL) $60.27 1D 6H CONSTRUCTION STOCK PERSON JOURNEY LEVEL $23.33 $42.33 1 D 1D 6H 6H JOURNEY LEVEL (TUNNEL) $57.83 1 D 6H ELECTRICIANS - MOTOR SHOP CRAFTSMAN $15.37 2A 6C JOURNEY LEVEL $14.69 2A 6C ELECTRICIANS - POWERLINE CONSTRUCTION CABLE SPLICER $44.01 4A 5A wa CERTIFIED LINE WELDER $40.40 4A 5A GROUNDPERSON $29.62 4A 5A HEAD GROUNDPERSON HEAVY LINE EQUIPMENT OPERATOR $31.13 $40.40 4A 4A 5A 5A JACKHAMMER OPERATOR $31.13 4A 5A JOURNEY LEVEL LINEPERSON $40.40 4A 5A LINE EQUIPMENT OPERATOR $34.44 4A 5A AI POLE SPRAYER $40.40 4A 5A POWDERPERSON $31.13 4A 5A ELECTRONIC S TELECOMMUNICATION TECHNICIANS JOURNEY LEVEL $12.07 1 ELEVATOR CONSTRUCTORS CONSTRUCTOR $31.29 4A 60 MECHANIC $42.25 4A 6Q MECHANIC IN CHARGE $46.63 4A 60 PROBATIONARY CONSTRUCTOR $16.27 4A 60 FABRICATED PRECAST CONCRETE PRODUCTS ARCHITECTURAL AND PRESTRESSED CONCRETE - All Classifications $11.05 1 ALL OTHER CONCRETE PRODUCTS - Carpenter $18.77 1B 6S ALL OTHER CONCRETE PRODUCTS - Clean -up $17.99 1B 6S ALL OTHER CONCRETE PRODUCTS - Fabricator $1824 113 6S ALL OTHER CONCRETE PRODUCTS - Gunite $1824 1 B 6S ALL OTHER CONCRETE PRODUCTS - Maintenance $18.77 113 6S ALL OTHER CONCRETE PRODUCTS - Operator $1824 16 6S me ALL OTHER CONCRETE PRODUCTS - Welder $1824 1B 6S ALL OTHER CONCRETE PRODUCTS - Wet Pour $17.99 1B 6S ALL OTHER CONCRETE PRODUCTS - Yard Patch $17.99 1 B 6S FENCE ERECTORS FENCE ERECTOR $24.62 1 FLAGGERS JOURNEY LEVEL $24.99 1M 5D GLAZIERS JOURNEY LEVEL $35.96 2E 5G HEAT A FROST INSULATORS AND ASBESTOS WORKERS MECHANIC $35.93 1F 5C HEATING EQUIPMENT MECHANICS MECHANIC $18.45 1.1 5A HOD CARRIERS 8 MASON TENDERS JOURNEY LEVEL $30.15 1M 5D Page 2 L 0 0 u Hili. 0 H Cl 0 C C L L KING COUNTY Effective 03-03-02 (See Benefit Code Key) Over PREVAILING Time Holiday Note Classification WAGE Code Code Code INDUSTRIAL ENGINE AND MACHINE MECHANICS MECHANIC $15.65 1 INDUSTRIAL POWER VACUUM CLEANER JOURNEY LEVEL $9.07 1 INLAND BOATMEN ASSISTANT ENGINEER $30.70 1K 5D CHIEF ENGINEER $31.57 1K 5D COOK $26.58 1K 5D DECK ENGINEER, ABLE SEAMAN, OILER $26.58 1K 5D DECKHAND $26.17 1K 5D FIRST MATE $30.80 1K 5D MASTER $33.74 1K 5D MATE, LAUNCH OPERATOR $28.83 1K 5D MESSMAN $21.96 1K 513 ORDINARY SEAMAN $23.28 1K 5D INSPECTIONICLEANINGISEALING 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 $6.90 1 TV TRUCK OPERATOR $10.53 1 INSULATION APPLICATORS JOURNEY LEVEL $35.15 IM 5D IRONWORKERS JOURNEY LEVEL $37.17 16 5A LABORERS ASPHALT RAKER $30.15 1M 5D BALLAST REGULATOR MACHINE $29.67 IM 5D BATCH WEIGHMAN . $24.99 1M 5D CARPENTER TENDER $29.67 IM 5D CASSION WORKER $30.51 1M 5D CEMENTDUMPERIPAVING $30.15 1M 513 CEMENT FINISHER TENDER $29.67 1M 5D CHIPPING GUN (OVER 30 LBS) $30.15 1M 5D CHIPPING GUN (UNDER 30 LBS)_ $29.67 1M 5D CHUCK TENDER $29.67 1M 5D CLEAN -UP LABORER $29.67 1M 5D CONCRETE FORM STRIPPER $29.67 IM 5D CONCRETE SAW OPERATOR $30.15 IM 5D CRUSHER FEEDER $24.99 1M 5D CURING LABORER $29.67 1M 5D DEMOLITION, WRECKING 8 MOVING (INCLUDING CHARRED MATERIALS) $29.67 1 M 5D DITCH DIGGER $29.67 1M 5D DIVER $30.51 1M 5D DRILL OPERATOR (HYDRAULIC, DIAMOND) $30.15 1M 5D DRILL OPERATOR, AIRTRAC $30.51 IM 5D DUMPMAN $29.67 1M 5D FALLERBUCKER, CHAIN SAW $30.15 1M `D FINAL DETAIL CLEANUP (i.e., dusting, vacuuming, window cleaning; NOT $22.67 1M 5D constriction debris cleanup) FINE GRADERS $29.67 1M 5D Page 3 KING COUNTY Effective 03-03-02 - (See Benefit Code Key) Over PREVAILING Time Holiday Note Classification WAGE Code Code Code FIRE WATCH $29.67 1M 5D FORM SETTER $29.67 1 M 5D GABION BASKET BUILDER $29.67 1M 5D GENERAL LABORER $29.67 1M 5D GRADE CHECKER & TRANSIT PERSON $30.15 1M 5D GRINDERS $29,67 1M 513 GROUT MACHINE TENDER $29.67 1M 5D HAZARDOUS WASTE WORKER LEVEL A $30.51 1M 5D HAZARDOUS WASTE WORKER LEVEL B $30.15 1M 5D HAZARDOUS WASTE WORKER LEVEL C $29.67 1 M 5D HIGH SCALER $30.51 1M 5D HOD CARRIER/MORTARMAN $30.15 1M 5D JACKHAMMER $30.15 1M 513 LASER BEAM OPERATOR $30.15 1M 5D MINER $30.51 1M 5D NOZZLEMAN, CONCRETE PUMP, GREEN CUTTER WHEN USING HIGH PRESSURE AIR & WATER ON CONCRETE & ROCK, SANDBLAST, GUNITE, $30.15 1M 5D SHOTCRETE, WATER BLASTER PAVEMENT BREAKER $30.15 1M 5D PILOT CAR $24.99 1M 5D PIPE RELINER (NOT INSERT TYPE) $30.15 1M 513 PIPELAYER & CAULKER $30.15 1M 5D PIPELAYER & CAULKER (LEAD) $30.51 1M 5D PIPEWRAPPER $30.15 1M 5D POTTENDER $29.67 1M 5D POWDERMAN $30.51 1M 5D POWDERMAN HELPER $29.67 1M 5D POWERJACKS $30.15 1M 5D RAILROAD SPIKE PULLER (POWER) $30.15 1M 5D RE- TIMBERMAN $30.51 1M 5D RIPRAP MAN $29.67 1M 5D SIGNALMAN $29.67 1M 5D SLOPER SPRAYMAN $29.67 1M 5D SPREADER (CLARY POWER OR SIMILAR TYPES) $30.15 1M 5D SPREADER (CONCRETE) $30.15 1M 5D STAKE HOPPER $29.67 1M 5D STOCKPILER $29.67 1M 5D TAMPER & SIMILAR ELECTRIC, AIR & GAS $30.15 1M 5D TAMPER (MULTIPLE & SELF PROPELLED) $30.15 1M 513 TOOLROOM MAN (AT JOB SITE) $29.67 1M 5D Wa TOPPER- TAILER $29.67 1M `D TRACK LABORER $29.67 1M 5D TRACK LINER (POWER) w $30.15 1M 513 TUGGER OPERATOR $30.15 1M 5D VIBRATING SCREED (AIR, GAS, OR ELECTRIC) $29.67 1M 5D VIBRATOR $30.15 1M 5D WELDER $29.67 1M 5D WELL -POINT LABORER $30.15 1M 5D LABORERS - UNDERGROUND SEWER & WATER GENERALLABORER PIPE LAYER $29.67 $30.15 1M 1M 5D 5D Page 4 KING couNTv Effective 03-03-02 (See Benefit Code Key) Over PREVAILING Time Holiday Note Classification WAGE Code Code Code 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 JOURNEYLEVEL $34.94 1M 5D ' MACHINISTS (HYDROELECTRIC SITE WORK) MACHINIST $16.84 1 METAL FABRICATION (IN SHOP) FITTER $15.86 1 LABORER $9.78 1 MACHINE OPERATOR $13.04 1 PAINTER $11.10 1 WELDER $15.48 1 MODULAR BUILDINGS CABINET ASSEMBLY $11.56 1 ELECTRICIAN $11.56 1 EQUIPMENT MAINTENANCE $11.56 1 PLUMBER PRODUCTION WORKER $11,56 $9.26 1 1 TOOL MAINTENANCE $11.56 1 UTILITY PERSON $11.56 1 WELDER $11.56 1 PAINTERS JOURNEY LEVEL $28.63 2B 5A PLASTERERS JOURNEY LEVEL $35.63 1R 5A PLAYGROUND & PARK EQUIPMENT INSTALLERS JOURNEY LEVEL PLUMBERS 3 PIPEF17TERS $8.42 1 JOURNEY LEVEL $44.76 1G 5A POWER EQUIPMENT OPERATORS ASSISTANT ENGINEERS $33.59 IT 5D 81. BACKHOE, EXCAVATOR, SHOVEL (3 YD & UNDER) $36.05 IT 5D 8L BACKHOE, EXCAVATOR, SHOVEL (OVER 3 YD & UNDER 6 YD) $36.49 IT 5D 8L BACKHOE, EXCAVATOR, SHOVEL (6 YD AND OVER WITH ATTACHMENTS) $36.99 IT 5D 8L BACKHOES, (75 HP & UNDER) $35.69 IT 5D 8L BACKHOES, (OVER 75 HP) $36.05 IT 5D 8L BARRIER MACHINE (ZIPPER) $36.05 IT 5D 8L BATCH PLANT OPERATOR, CONCRETE $36.05 IT 5D 8L BELT LOADERS (ELEVATING TYPE) $35.69 IT 5D 8L BOBCAT $33.59 IT 5D 8L BROOMS $33.59 IT 5D 8L BUMP CUTTER $36.05 IT 5D 8L CABLEWAYS $36.49 IT 5D 8L CHIPPER COMPRESSORS $36.05 $33.59 IT IT 5D 5D 8L 8L CONCRETE FINISH MACHINE - LASER SCREED $33.59 IT 5D 8L CONCRETE PUMPS $35.69 IT 5D 8L CONCRETE PUMP -TRUCK MOUNT WITH BOOM ATTACHMENT $36.05 IT 5D 8L CONVEYORS $35.69 IT 5D 8L CRANES, THRU 19 TONS, WITH ATTACHMENTS $35.69 IT 5D 8L Page 5 KING COUNTY Effective 03-03 -02 (See Benefit Code Key) Over PREVAILING Time Holiday Note Classification WAGE Code Code Code CRANES, 20 - 44 TONS, WITH ATTACHMENTS $36.05 IT 5D 8L CRANES, 45 TONS - 99 TONS, UNDER 150 FT OF BOOM (INCLUDING JIB $36.49 IT 5D 8L WITH ATACHMENTS) CRANES, 100 TONS -199 TONS, OR 150 FT OF BOOM (INCLUDING JIB $36.99 IT 5D 8L WITH ATTACHMENTS) CRANES, 200 TONS TO 300 TONS, OR 250 FT OF BOOM (INCLUDING JIB $37.49 IT 5D 8L WITH ATTACHMENTS) CRANES, A FRAME, 10 TON AND UNDER $33.59 IT 5D 8L CRANES, A- FRAME, OVER 10 TON $35.69 IT 5D 8L CRANES, OVER 300 TONS, OR 300' OF BOOM INCLUDING JIB WITH $37.99 IT 51D 8L ATTACHMENTS CRANES; OVERHEAD, BRIDGE TYPE (20 - 44 TONS) $36.05 IT 5D 8L CRANES, OVERHEAD, BRIDGE TYPE (45 - 99 TONS) $36.43 IT 51D 8L CRANES, OVERHEAD, BRIDGE TYPE (100 TONS & OVER) $36.99 IT 51D 8L CRANES, TOWER CRANE UP TO 175' IN HEIGHT, BASE TO BOOM $36.99 IT 51D 8L CRANES, TOWER CRANE OVER 175' IN HEIGHT, BASE TO BOOM $37.49 IT 51D 8L CRUSHERS $36.05 IT 513 8L DECK ENGINEERIDECK WINCHES (POWER) $36.05 IT 513 8L DERRICK, BUILDING $36.49 IT 5D 8L DOZERS, D-9 & UNDER $35.69 IT 51D 8L DRILL OILERS - AUGER TYPE, TRUCK OR CRANE MOUNT $35.69 IT 51D 8L DRILLING MACHINE $36.05 IT 513 8L ELEVATOR AND MANLIFT, PERMANENT AND SHAFT -TYPE $33.59 IT 5D 8L EQUIPMENT SERVICE ENGINEER (OILER) $35.69 IT 5D 8L FINISHING MACHINEBIDWELL GAMACO AND SIMILAR EQUIP $36.05 IT 51D 8L FORK LIFTS, (3000 LBS AND OVER) $35.69 IT 51D 8L FORK LIFTS, (UNDER 3000 LBS) $33.59 IT 51D 8L GRADE ENGINEER $35.69 IT 51D 8L GRADECHECKER AND STAKEMAN $33.59 IT 5D 8L HOISTS, OUTSIDE (ELEVATORS AND MANUFTS), AIR TUGGERS $35.69 IT 51D 8L HORIZONTAL/DIRECTIONAL DRILL LOCATOR $35.69 IT 5D 8L HORIZONTALIDIRECTIONAL DRILL OPERATOR $36.05 IT 51D 8L HYDRALIFTSBOOM TRUCKS (10 TON & UNDER) $33.59 IT 513 8L HYDRALIFTS/BOOM TRUCKS (OVER 10 TON) $35.69 IT 51D 8L LOADERS, OVERHEAD (6 YD UP TO 8 YD) $36.49 IT 51D 8L LOADERS, OVERHEAD (8 YD & OVER) $36.99 IT 513 8L LOADERS, OVERHEAD (UNDER-6 YD), PLANT FEED $36.05 IT 513 8L LOCOMOTIVES, ALL $36.05 IT 5D 8L MECHANICS, ALL $36.05 IT 5D 8L MIXERS, ASPHALT PLANT $36.05 IT 5D 8L MOTOR PATROL GRADER (FINISHING) $36.05 IT 5D 8L MOTOR PATROL GRADER (NON- FINISHING) $35.69 IT 5D 81. MUCKING MACHINE, MOLE, TUNNEL DRILL AND /OR SHIELD $36.49 IT 5D 8L OIL DISTRIBUTORS, BLOWER DISTRIBUTION AND MULCH SEEDING $33.59 IT 5D 8L OPERATOR PAVEMENT BREAKER $33.59 IT 5D 8L PILEDRIVER (OTHER THAN CRANE MOUNT) $36.05 IT 5D 8L PLANT OILER (ASPHALT CRUSHER) $35.69 IT 5D 8L POSTHOLE DIGGER, MECHANICAL $33.59 IT 5D 81. POWER PLANT $33.59 IT 5D 8L PUMPS, WATER $33.59 IT 5D 8L QUAD 9, D-10, AND HD-41 $36.49 IT 5D 8L Page 6 I Page 7 KING COUNTY Effective 03-03-02 (See Benefit Code Key) Over PREVAILING Time Holiday Note Classification WAGE Code Code Code REMOTE CONTROL OPERATOR ON RUBBER TIRED EARTH MOVING $36.49 IT 5D 81. EQUIP RIGGER AND BELLMAN $33.59 IT 5D 8L ROLLAGON $36.49 IT 5D 8L ROLLER, OTHER THAN PLANT ROAD MIX $33.59 IT 5D 8L ROLLERS, PLANTMIX OR MULTIUFT MATERIALS ROTO -MILL, ROTO- GRINDER $35.69 $36.05 IT IT 5D 5D 8L 8L SAWS, CONCRETE $35.69 IT 5D 8L SCRAPERS - SELF PROPELLED, HARD TAIL END DUMP, ARTICULATING $36.05 IT 5D 8L OFF -ROAD EQUIPMENT ( UNDER 45 YD) SCRAPERS - SELF PROPELLED, HARD TAIL END DUMP, ARTICULATING $36.49 IT 5D 81. OFF -ROAD EQUIPMENT (45 YD AND OVER) SCRAPERS, CONCRETE AND CARRY ALL $35.69 IT 5D 8L SCREED MAN $36.05 IT 5D 8L SHOTCRETE GUNITE $33.59 IT 5D 8L SLIPFORM PAVERS $36.49 IT 5D 8L SPREADER, TOPSIDE OPERATOR - BLAW KNOX $36.05 IT 5D 81. SUBGRADE TRIMMER $36.05 IT 5D 81- TRACTORS, (75 HP & UNDER) $35.69 IT 513 8L TRACTORS, (OVER 75 HP) $36.05 IT 5D 81- ' TRANSFER MATERIAL SERVICE MACHINE $36.05 IT 5D 81. TRANSPORTERS, ALL TRACK OR TRUCK TYPE $36.49 IT 5D 8L TRENCHING MACHINES $35.69 IT 5D 81. TRUCK CRANE OILERIDRIVER ( UNDER 100 TON) $35.69 IT 513 8L TRUCK CRANE OILER/DRIVER (100 TON & OVER) $36.05 IT 5D 81. WHEEL TRACTORS, FARMALL TYPE $33.59 IT 5D 8L YO YO PAY DOZER $36.05 IT 5D 8L ' POWER EQUIPMENT OPERATORS- UNDERGROUND SEWER & WATER (SEE POWER EQUIPMENT OPERATORS) ' POWER LINE CLEARANCE TREE TRIMMERS JOURNEY LEVEL IN CHARGE $29.97 4A 5A SPRAY PERSON $28.35 4A SA TREE EQUIPMENT OPERATOR $28.75 4A 5A TREE TRIMMER $26.62 4A 5A TREE TRIMMER GROUNDPERSON $19.48 4A 5A REFRIGERATION & AIR CONDITIONING MECHANICS MECHANIC $43.46 1G 5A RESIDENTIAL BRICK & MARBLE MASONS JOURNEY LEVEL $1925 1 RESIDENTIAL CARPENTERS JOURNEY LEVEL $23.47 1 RESIDENTIAL CEMENT MASONS JOURNEY LEVEL $36.15 1M 5D RESIDENTIAL DRYWALL TAPERS JOURNEY LEVEL $22.18 1 RESIDENTIAL ELECTRICIANS JOURNEY LEVEL $26.24 1 RESIDENTIAL GLAZIERS JOURNEY LEVEL $24.84 2E 5G RESIDENTIAL INSULATION APPLICATORS JOURNEY LEVEL $17.60 1 I Page 7 KING COUNTY Effective 03-03-02 (See Benefit Code Key) Over PREVAILING Time Holiday Note Classification WAGE Code Code Code RESIDENTIAL LABORERS JOURNEY LEVEL $18.12 1 RESIDENTIAL PAINTERS JOURNEY LEVEL $14.83 1 RESIDENTIAL PLUMBERS & PIPEFITTERS JOURNEY LEVEL $27.87 1G 5A RESIDENTIAL REFRIGERATION & AIR CONDITIONING MECHANICS . JOURNEY LEVEL $43.46 1G 5A RESIDENTIAL SHEET METAL WORKERS JOURNEY LEVEL (FIELD OR SHOP) $2623 1.1 5A RESIDENTIAL SOFT FLOOR LAYERS JOURNEY LEVEL $30.60 1B 5A RESIDENTIAL SPRINKLER FITTERS (FIRE PROTECTION) JOURNEY LEVEL $15.37 1 ROOFERS JOURNEY LEVEL $32.53 1R 5A USING IRRITABLE BITUMINOUS MATERIALS $35.53 1R 5A SHEET METAL WORKERS JOURNEY LEVEL (FIELD OR SHOP) $39.68 1.1 6L SIGN MAKERS & INSTALLERS (ELECTRICAL) SIGN INSTALLER $23.36 1 SIGN MAKER $16.84 1 SIGN MAKERS & INSTALLERS (NON - ELECTRICAL) SIGN INSTALLER $17.31 1 SIGN MAKER $15.61 1 SOFT FLOOR LAYERS JOURNEY LEVEL $30.60 1B 5A SOLAR CONTROLS FOR WINDOWS JOURNEY LEVEL $12.44 1 5S SPRINKLER FITTERS (FIRE PROTECTION) JOURNEY LEVEL $42.48 16 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 TELEPHONE LINE CONSTRUCTION - OUTSIDE CABLE SPLICER $24.74 2B 5A HOLE DIGGERIGROUND PERSON $13.18 2B 5A INSTALLER (REPAIRER) $23.66 2B 5A JOURNEY LEVEL TELEPHONE LINEPERSON $22.91 2B 5A SPECIAL APPARATUS INSTALLER 1 $24.74 2B 5A SPECIAL APPARATUS INSTALLER II $2421 2B 5A TELEPHONE EQUIPMENT OPERATOR (HEAVY) $24.74 2B 5A TELEPHONE EQUIPMENT OPERATOR (LIGHT) $22.91 2B 5A TELEVISION GROUND PERSON $12.42 2B 5A TELEVISION LINEPERSONNNSTALLER $17.02 2B 5A TELEVISION SYSTEM TECHNICIAN $20.54 2B 5A TELEVISION TECHNICIAN $18.33 2B 5A TREE TRIMMER $22.91 2B 5A Page 8 R �I! KING COUNTY Effective 03-03-02 (See Benefit Code Key) Over PREVAILING Time Holiday Note Classification WAGE Code Code Code TERRAZZO WORKERS & TILE SETTERS JOURNEY LEVEL TILE, MARBLE & TERRAZZO FINISHERS FINISHER TRAFFIC CONTROL STRIPERS JOURNEY LEVEL TRUCK DRIVERS ASPHALT MIX (TO 16 YARDS) ASPHALT MIX (OVER 16 YARDS) DUMP TRUCK DUMP TRUCK & TRAILER OTHER TRUCKS TRANSIT MIXER WELL DRILLERS & IRRIGATION PUMP INSTALLERS IRRIGATION PUMP INSTALLER OILER WELL DRILLER Page 9 $32.83 1 H 5A $26.66 1 H 5A $27.67 1 K 5A $33.48 IT 5D 8L $34.06 IT 5D 8L $33.48 IT 5D 8L $34.06 IT 5D 81. $34.06 IT 5D 8L $23.45 1 $17.71 1 $12.97 1 $17.68 1 BENEFIT CODE KEY - EFFECTIVE 03 -03 -02 OVERTIME CODES OVERTIME CALCULATIONS ARE BASED ON THE HOURLY RATE ACTUALLY PAID TO THE WORKER ON PUBLIC WORKS PROJECTS, THE HOURLY RATE MUST BE NOT LESS THAN THE PREVAILING RATE OF WAGE MINUS THE HOURLY RATE OF THE COST OF FRINGE BENEFITS ACTUALLY PROVIDED FOR THE WORKER ALL HOURS WORKED IN EXCESS OF EIGHT (8) HOURS PER DAY OR FORTY (40) HOURS PER WEEK SHALL BE PAID AT ONE AND ONE -HALF TIMES THE HOURLY RATE OF WAGE. A. ALL HOURS WORKED ON SATURDAYS, SUNDAYS AND HOLIDAYS SHALL ALSO BE PAID AT ONE AND ONE -HALF TIMES THE HOURLY RATE OF WAGE. B. ALL HOURS WORKED ON SATURDAYS SHALL BE PAID AT ONE AND ONE -HALF TIMES THE HOURLY RATE OF WAGE. ALL HOURS WORKED ON SUNDAYS AND HOLIDAYS SHALL BE PAID AT DOUBLE THE HOURLY RATE OF WAGE. C. ALL HOURS WORKED ON SUNDAYS SHALL BE PAID AT DOUBLE THE HOURLY RATE OF WAGE. D. THE FIRST EIGHT (8) HOURS ON SATURDAYS OF A FIVE - EIGHT HOUR WORK WEEK AND THE FIRST EIGHT (8) HOURS WORKED ON A FIFTH CALENDAR DAY, EXCLUDING SUNDAY, IN A FOUR - TEN HOUR SCHEDULE, SHALL BE PAID AT ONE AND ONE -HALF TIMES THE HOURLY RATE OF WAGE. ALL HOURS WORKED IN EXCESS OF EIGHT (8) ' HOURS PER DAY ON SATURDAY; ALL HOURS WORKED IN EXCESS OF EIGHT (8) HOURS IN A FIFTH CALENDAR WEEKDAY OF A FOUR - TEN HOUR SCHEDULE; ALL HOURS WORKED IN EXCESS OF TEN (10) HOURS PER DAY MONDAY THROUGH FRIDAY, AND ALL HOURS WORKED ON SUNDAYS AND HOLIDAYS SHALL BE PAID AT DOUBLE THE HOURLY RATE OF WAGE. ' F. THE FIRST EIGHT (8) HOURS ON SATURDAY SHALL BE PAID AT ONE AND ONE -HALF TIMES THE HOURLY RATE OF WAGE. ALL HOURS WORKED IN EXCESS OF EIGHT (8) HOURS ON SATURDAY, AND ALL HOURS WORKED ON SUNDAYS AND HOLIDAYS (EXCEPT LABOR DAY) SHALL BE PAID AT DOUBLE THE HOURLY RATE OF WAGE. ALL HOURS WORKED ON LABOR DAY SHALL BE PAID AT THREE MIEES THE HOURLY RATE OF WAGE. G. THE FIRST TEN (10) HOURS WORKED ON SATURDAYS AND THE FIRST TEN (10) HOURS WORKED ON A FIFTH CALENDAR WEEKDAY IN A FOUR - TEN HOUR SCHEDULE, SHALL BE PAID AT ONE AND ONE -HALF TIMES THE HOURLY RATE OF WAGE. ALL HOURS WORKED IN EXCESS OF TEN (10) HOURS PER DAY MONDAY THROUGH SATURDAY, AND ALL HOURS WORKED ON SUNDAYS AND HOLIDAYS SHALL BE PAID AT DOUBLE THE HOURLY RATE OF WAGE. H. ALL HOURS WORKED ON SATURDAYS (EXCEPT MAKEUP DAYS IF WORK IS LOST DUE TO INCLEMENT WEATHER ' CONDITIONS OR EQUIPMENT BREAKDOWN) SHALL BE PAID AT ONE AND ONE -HALF TIMES THE HOURLY RATE OF WAGE. ALL HOURS WORKED ON SUNDAYS AND HOLIDAYS SHALL BE PAID AT DOUBLE THE HOURLY RATE OF WAGE. J. THE FIRST EIGHT (8) HOURS ON SATURDAY SHALL BE PAID AT ONE AND ONE -HALF TIMES THE HOURLY RATE OF WAGE. ALL HOURS WORKED IN EXCESS OF EIGHT (8) HOURS ON SATURDAY, AND ALL HOURS WORKED ON SUNDAYS AND HOLIDAYS SHALL BE PAID AT DOUBLE THE HOURLY RATE OF WAGE. K. ALL HOURS WORKED ON SATURDAYS AND SUNDAYS SHALL BE PAID AT ONE AND ONE -HALF TIMES THE HOURLY RATE OF WAGE. ALL HOURS WORKED ON HOLIDAYS SHALL BE PAID AT DOUBLE THE HOURLY RATE OF WAGE. L. ALL HOURS WORKED ON SATURDAYS, SUNDAYS AND HOLIDAYS (EXCEPT THANKSGIVING DAY AND CHRISTMAS ' DAY) SHALL BE PAID AT ONE AND ONE -HALF TIMES THE HOURLY RATE OF WAGE. ALL HOURS WORKED ON THANKSGIVING DAY AND CHRISTMAS DAY SHALL BE PAID AT DOUBLE THE HOURLY RATE OF WAGE. M. ALL HOURS WORKED ON SATURDAYS (EXCEPT MAKEUP DAYS IF WORK IS LOST DUE TO INCLEMENT WEATHER CONDITIONS) SHALL BE PAID AT ONE AND ONE -HALF TIMES THE HOURLY RATE OF WAGE. ALL HOURS WORKED ON SUNDAYS AND HOLIDAYS SHALL BE PAID AT DOUBLE THE HOURLY RATE OF WAGE. N. ALL HOURS WORKED ON SATURDAYS (EXCEPT MAKEUP DAYS) SHALL BE PAID AT ONE AND ONE -HALF TIMES THE HOURLY RATE OF WAGE. ALL HOURS WORKED ON SUNDAYS AND HOLIDAYS SHALL BE PAID AT DOUBLE THE HOURLY RATE OF WAGE. P. ALL HOURS WORKED ON SATURDAYS (EXCEPT MAKEUP DAYS) AND SUNDAYS SHALL BE PAID AT ONE AND ONE - HALF TIMES THE HOURLY RATE OF WAGE. ALL HOURS WORKED ON HOLIDAYS SHALL BE PAID AT DOUBLE THE HOURLY RATE OF WAGE. Q. ALL HOURS WORKED ON SATURDAYS SHALL BE PAID AT ONE AND ONE -HALF TIMES THE HOURLY RATE OF WAGE. ALL HOURS WORKED ON SUNDAYS AND HOLIDAYS (EXCEPT CHRISTMAS DAY) SHALL BE PAID AT DOUBLE THE HOURLY RATE OF WAGE. ALL HOURS WORKED ON CHRISTMAS DAY SHALL BE PAID AT TWO AND ONE -HALF TIMES THE HOURLY RATE OF WAGE. R ALL HOURS WORKED ON SUNDAYS AND HOLIDAYS SHALL BE PAID AT TWO TIMES THE HOURLY RATE OF WAGE. BENEFIT CODE KEY - EFFECTIVE 03 -03-02 -2- S. ALL HOURS WORKED ON SUNDAYS BETWEEN THE HOURS OF 12:OOAM SUNDAY AND 6 :OOAM MONDAY AND ON HOLIDAYS SHALL BE PAID AT DOUBLE THE HOURLY RATE OF WAGE. T. ALL HOURS WORKED ON SATURDAYS, EXCEPT MAKE -UP DAYS, SHALL BE PAID AT ONE AND ONE -HALF TIMES THE HOURLY RATE OF WAGE. ALL HOURS WORKED AFTER 6:00PM SATURDAY TO 6:OOAM MONDAY AND ON HOLIDAYS SHALL BE PAID AT DOUBLE THE HOURLY RATE OF WAGE. U. ALL HOURS WORKED ON SATURDAYS SHALL BE PAID AT ONE AND ONE -HALF TIMES THE HOURLY RATE OF WAGE. ALL HOURS WORKED ON SUNDAYS AND HOLIDAYS (EXCEPT LABOR DAY) SHALL BE PAID AT TWO TIMES THE HOURLY RATE OF WAGE. ALL HOURS WORKED ON LABOR DAY SHALL BE PAID AT THREE TABS THE HOURLY RATE OF WAGE. W. ALL HOURS WORKED ON SATURDAYS AND SUNDAYS (EXCEPT MAKE -UP DAYS) SHALL BE PAID AT ONE AND ONE - HALF TINES THE HOURLY RATE OF WAGE. ALL HOURS WORKED ON HOLIDAYS SHALL BE PAID AT TWO TIMES THE HOURLY RATE OF WAGE. 2. ALL HOURS WORKED IN EXCESS OF EIGHT (8) HOURS PER DAY OR FORTY (40) HOURS PER WEEK SHALL BE PAID AT ONE AND ONE -HALF TIMES THE HOURLY RATE OF WAGE. A. THE FIRST SIX (6) HOURS ON SATURDAY SHALL BE PAID AT ONE AND ONE -HALF TAMES THE HOURLY RATE OF WAGE. ALL HOURS WORKED IN EXCESS OF SIX (6) HOURS ON SATURDAY AND ALL HOURS WORKED ON SUNDAYS AND HOLIDAYS SHALL BE PAID AT TWO TAMES THE HOURLY RATE OF WAGE. B. ALL HOURS WORKED ON HOLIDAYS SHALL BE PAID AT ONE AND ONE -HALF TAMES THE HOURLY RATE OF WAGE. C. ALL HOURS WORKED ON SUNDAYS SHALL BE PAID AT ONE AND ONE -HALF TAMES THE HOURLY RATE OF WAGE. ALL HOURS WORKED ON HOLIDAYS SHALL BE PAID AT TWO TAMES THE HOURLY RATE OF WAGE. D. ALL HOURS WORKED ON SATURDAYS AND SUNDAYS SHALL BE PAID AT ONE AND ONE -HALF TIMES THE HOURLY RATE OF WAGE. THE FIRST EIGHT (8) HOURS WORKED ON HOLIDAYS SHALL BE PAID AT STRAIGHT TIME IN ADDITION TO THE HOLIDAY PAY. ALL HOURS WORKED IN EXCESS OF EIGHT (8) HOURS ON HOLIDAYS SHALL BE PAID AT ONE AND ONE -HALF TIMES THE HOURLY RATE OF WAGE. E. ALL HOURS WORKED ON SATURDAYS OR HOLIDAYS (EXCEPT LABOR DAY) SHALL BE PAID AT ONE AND ONE -HALF TIMES THE HOURLY RATE OF WAGE. ALL HOURS WORKED ON SUNDAYS OR ON LABOR DAY SHALL BE PAID AT TWO TABS THE HOURLY RATE OF WAGE. F. THE FIRST EIGHT (8) HOURS WORKED ON HOLIDAYS SHALL BE PAID AT THE STRAIGHT HOURLY RATE OF WAGE IN ADDITION TO THE HOLIDAY PAY. ALL HOURS WORKED IN EXCESS OF EIGHT (8) HOURS ON HOLIDAYS SHALL BE PAID AT DOUBLE THE HOURLY RATE OF WAGE. G. ALL HOURS WORKED ON SUNDAY SHALL BE PAID AT TWO TAMES THE HOURLY RATE OF WAGE. ALL HOURS WORKED ON PAID HOLIDAYS SHALL BE PAID AT TWO AND ONE -HALF TABS THE HOURLY RATE OF WAGE INCLUDING HOLIDAY PAY. H. ALL HOURS WORKED ON SUNDAY SHALL BE PAID AT TWO TAMES THE HOURLY RATE OF WAGE. ALL HOURS WORKED ON HOLIDAYS SHALL BE PAID AT ONE AND ONE -HALF TIMES THE HOURLY RATE OF WAGE. J. ALL HOURS WORKED ON SUNDAYS SHALL BE PAID AT TWO TAMES THE HOURLY RATE OF WAGE. ALL HOURS WORKED ON PAID HOLIDAYS SHALL BE PAID AT TWO AND ONE -HALF TABS THE HOURLY RATE OF WAGE, INCLUDING THE HOLIDAY PAY. ALL HOURS WORKED ON UNPAID HOLIDAYS SHALL BE PAID AT TWO TAMES THE HOURLY RATE OF WAGE. M. ALL HOURS WORKED ON SATURDAYS, SUNDAYS AND HOLIDAYS SHALL BE PAID AT DOUBLE THE HOURLY RATE OF WAGE. 0. ALL HOURS WORKED ON SUNDAYS AND HOLIDAYS SHALL BE PAID AT ONE AND ONE -HALF TIMES THE HOURLY RATE OF WAGE. 4. A. ALL HOURS WORKED IN EXCESS OF EIGHT (8) HOURS PER DAY OR FORTY (40) HOURS PER WEEK SHALL BE PAID AT DOUBLE THE HOURLY RATE OF WAGE. ALL HOURS WORKED ON SATURDAYS, SUNDAYS AND HOLIDAYS SHALL BE PAID AT DOUBLE THE HOURLY RATE OF WAGE. HOLIDAY CODES 5. A. HOLIDAYS: NEW YEAR'S DAY, MEMORIAL DAY, INDEPENDENCE DAY, LABOR DAY, THANKSGIVING DAY, FRIDAY AFTER THANKSGIVING DAY, AND CHRISTMAS DAY (7). 1 BENEFIT CODE KEY - EFFECTIVE 03-03-02 -3- 5. B. HOLIDAYS: NEW YEAR'S DAY, MEMORIAL DAY, INDEPENDENCE DAY, LABOR DAY, THANKSGIVING DAY, FRIDAY AFTER THANKSGIVING DAY, THE DAY BEFORE CHRISTMAS, AND CHRISTMAS DAY (8). C. HOLIDAYS: NEW YEAR'S DAY, PRESIDENTS' DAY, MEMORIAL DAY, INDEPENDENCE DAY, LABOR DAY, THANKSGIVING DAY, THE FRIDAY AFTER THANKSGIVING DAY, AND CHRISTMAS DAY (8). D. HOLIDAYS: NEW YEAR'S DAY, MEMORIAL DAY, INDEPENDENCE DAY, LABOR DAY, THANKSGIVING DAY, THE FRIDAY AND SATURDAY AFTER THANKSGIVING DAY, AND CHRISTMAS DAY (8). G. HOLIDAYS: NEW YEAR'S DAY, MEMORIAL DAY, INDEPENDENCE DAY, LABOR DAY, THANKSGIVING DAY, THE LAST WORK DAY BEFORE CHRISTMAS DAY, AND CHRISTMAS DAY (7). H. HOLIDAYS: NEW YEAR'S DAY, MEMORIAL DAY, INDEPENDENCE DAY, THANKSGIVING DAY, THE DAY AFTER THANKSGIVING DAY, AND CHRISTMAS (6). I. HOLIDAYS: NEW YEAR'S DAY, MEMORIAL DAY, INDEPENDENCE DAY, LABOR DAY, THANKSGIVING DAY, AND CHRISTMAS DAY (6). N. HOLIDAYS: NEW YEAR'S DAY, PRESIDENTS' DAY, MEMORIAL DAY, INDEPENDENCE DAY, LABOR DAY, VETERANS' DAY, THANKSGIVING DAY, THE FRIDAY AFTER THANKSGIVING DAY, AND CHRISTMAS DAY (9). 0. PAID HOLIDAYS: NEW YEAR'S DAY, WASHINGTON'S BIRTHDAY, INDEPENDENCE DAY, LABOR DAY, THANKSGIVING DAY, AND CHRISTMAS DAY (6). Q. PAID HOLIDAYS: NEW YEAR'S DAY, MEMORIAL DAY, INDEPENDENCE DAY, LABOR DAY, THANKSGIVING DAY, AND CHRISTMAS DAY (6). IL PAID HOLIDAYS: NEW YEAR'S DAY, MEMORIAL DAY, INDEPENDENCE DAY, LABOR DAY, THANKSGIVING DAY, DAY AFTER THANKSGIVING DAY, ONE -HALF DAY BEFORE CHRISTMAS DAY, AND CHRISTMAS DAY. (71/2). S. PAID HOLIDAYS: NEW YEAR'S DAY, PRESIDENTS' DAY, MEMORIAL DAY, INDEPENDENCE DAY, LABOR DAY, THANKSGIVING DAY, AND CHRISTMAS DAY (7). T. PAID HOLIDAYS: SEVEN (7) PAID HOLIDAYS. V. PAID HOLIDAYS: SIX (6) PAID HOLIDAYS. W. PAID HOLIDAYS: NINE (9) PAID HOLIDAYS. X.. HOLIDAYS: AFTER 520 HOURS - NEW YEAR'S DAY, THANKSGIVING DAY AND CHRISTMAS DAY. AFTER 2080 HOURS - NEW YEAR'S DAY, WASHINGTON'S BIRTHDAY, MEMORIAL DAY, INDEPENDENCE DAY, LABOR DAY, THANKSGIVING DAY, CHRISTMAS DAY AND A FLOATING HOLIDAY (8). Y. HOLIDAYS: NEW YEAR'S DAY, MEMORIAL DAY, INDEPENDENCE DAY, LABOR DAY, PRESIDENTIAL ELECTION DAY, THANKSGIVING DAY, THE FRIDAY FOLLOWING THANKSGIVING DAY, AND CHRISTMAS DAY (8). Z. HOLIDAYS: NEW YEAR'S DAY, MEMORIAL DAY, INDEPENDENCE DAY, LABOR DAY, VETERANS DAY, THANKSGIVING DAY, THE FRIDAY AFTER THANKSGIVING DAY, AND CHRISTMAS DAY (8). 6. A. PAID HOLIDAYS: NEW ' YEARS DAY, PRESIDENTS DAY, MEMORIAL DAY, INDEPENDENCE DAY, LABOR DAY, THANKSGIVING DAY, THE FRIDAY AFTER THANKSGIVING DAY, AND CHRISTMAS DAY (8). C. HOLIDAYS: NEW YEAR'S DAY, PRESIDENTS' DAY, MEMORIAL DAY, INDEPENDENCE DAY, LABOR DAY, THANKSGIVING DAY, THE DAY AFTER THANKSGIVING DAY, THE LAST WORK DAY BEFORE CHRISTMAS DAY, AND CHRISTMAS DAY (9). D. PAID HOLIDAYS: NEW YEAR'S DAY, PRESIDENTS' DAY, MEMORIAL DAY, INDEPENDENCE DAY, LABOR DAY, THANKSGIVING DAY, THE FRIDAY AFTER THANKSGIVING DAY, CHRISTMAS DAY, THE DAY BEFORE OR THE DAY AFTER CHRISTMAS DAY (9). H. HOLIDAYS: NEW YEAR'S DAY, MARTIN LUTHER KING JR. DAY, MEMORIAL DAY, INDEPENDENCE DAY, LABOR DAY, THANKSGIVING DAY, THE FRIDAY AFTER THANKSGIVING DAY, AND CHRISTMAS DAY (8). I. PAID HOLIDAYS: NEW YEAR'S DAY, MEMORIAL DAY, INDEPENDENCE DAY, LABOR DAY, THANKSGIVING DAY, FRIDAY AFTER THANKSGIVING DAY, AND CHRISTMAS DAY (7). L. HOLIDAYS: NEW YEAR'S DAY, MEMORIAL DAY, INDEPENDENCE DAY, LABOR DAY, THANKSGIVING DAY, THE FRIDAY AFTER THANKSGIVING DAY, THE LAST WORKING DAY BEFORE CHRISTMAS DAY, AND CHRISTMAS DAY. (8) 6. Q. S. T. U. V. W. X. 8. BENEFIT CODE KEY - EFFECTIVE 03-03 -02 -4- PAID HOLIDAYS: NEW YEAR'S DAY, MEMORIAL DAY, INDEPENDENCE DAY, LABOR DAY, THANKSGIVING DAY, THE DAY AFTER THANKSGIVING DAY AND CHRISTMAS DAY. UNPAID HOLIDAY_ PRESIDENTS' DAY. PAID HOLIDAYS: NEW YEAR'S DAY, MEMORIAL DAY, INDEPENDENCE DAY, LABOR DAY, THANKSGIVING DAY, THE FRIDAY AFTER THANKSGIVING DAY, CHRISTMAS EVE DAY, AND CHRISTMAS DAY (8). PAID HOLIDAYS: NEW YEAR'S DAY, PRESIDENTS' DAY, MEMORIAL DAY, INDEPENDENCE DAY, LABOR DAY, THANKSGIVING DAY, THE FRIDAY AFTER THANKSGIVING DAY, THE LAST WORKING DAY BEFORE CHRISTMAS DAY, AND CHRISTMAS DAY (9). HOLIDAYS: NEW YEAR'S DAY, DAY BEFORE NEW YEAR'S DAY, MEMORIAL DAY, INDEPENDENCE DAY, LABOR DAY, THANKSGIVING DAY, THE FRIDAY AFTER THANKSGIVING DAY, THE DAY BEFORE CHRISTMAS DAY, CHRISTMAS DAY (9). PAID HOLIDAYS: NEW YEAR'S DAY, MEMORIAL DAY, INDEPENDENCE DAY, LABOR DAY, THANKSGIVING DAY, DAY AFTER THANKSGIVING DAY, CHRISTMAS EVE DAY, CHRISTMAS DAY, EMPLOYEE'S BIRTHDAY, AND ONE DAY OF THE EMPLOYEE'S CHOICE (10). PAID HOLIDAYS: NEW YEAR'S DAY, DAY BEFORE NEW YEAR'S DAY, PRESIDENTS DAY, MEMORIAL DAY, INDEPENDENCE DAY, LABOR DAY, THANKSGIVING DAY, DAY AFTER THANKSGIVING DAY, CHRISTMAS DAY, DAY BEFORE CHRISTMAS DAY (10). PAID HOLIDAYS: NEW YEAR'S DAY, DAY BEFORE OR AFTER NEW YEAR'S DAY, PRESIDENTS DAY, MEMORIAL DAY, INDEPENDENCE DAY, LABOR DAY, THANKSGIVING DAY, DAY AFTER THANKSGIVING DAY, CHRISTMAS DAY, DAY BEFORE OR AFTER CHRISTMAS DAY, EMPLOYEE'S BIRTHDAY (11). NOTE CODES A. THE STANDBY RATE OF PAY FOR DIVERS SHALL BE ONE -HALF TIMES THE DIVERS RATE OF PAY. IN ADDITION TO THE HOURLY WAGE AND FRINGE BENEFITS, THE FOLLOWING DEPTH PREMIUMS APPLY TO DEPTHS OF FIFTY FEET OR MORE: OVER 50' TO 100'- $1.00 PER FOOT FOR EACH FOOT OVER 50 FEET OVER 100' TO 175'- $2.25 PER FOOT FOR EACH FOOT OVER 100 FEET OVER 175' TO 250'- S5.50 PER FOOT FOR EACH FOOT OVER 175 FEET OVER 250' - DIVERS MAY NAME THEIR OWN PRICE, PROVIDED IT IS NO LESS THAN THE SCALE LISTED FOR 250 FEET C. THE STANDBY RATE OF PAY FOR DIVERS SHALL BE ONE -HALF TIMES THE DIVERS RATE OF PAY. IN ADDITION TO THE HOURLY WAGE AND FRINGE BENEFITS, THE FOLLOWING DEPTH PREMIUMS APPLY TO DEPTHS OF FIFTY FEET OR MORE: OVER 50' TO 100'- $1.00 PER FOOT FOR EACH FOOT OVER 50 FEET OVER 100' TO 150'- $1.50 PER FOOT FOR EACH FOOT OVER 100 FEET OVER 150' TO 200'- $2.00 PER FOOT FOR EACH FOOT OVER 150 FEET OVER 200'- DIVERS MAY NAME THEIR OWN PRICE D. WORKERS WORKING WITH SUPPLIED AIR ON HAZMAT PROJECTS RECEIVE AN ADDITIONAL $1.00 PER HOUR. L. WORKERS ON HAZMAT PROJECTS RECEIVE ADDITIONAL HOURLY PREMIUMS AS FOLLOWS - LEVEL A: 50.75, LEVEL B: $0.50, AND LEVEL C: $0.25. M. WORKERS ON HAZMAT PROJECTS RECEIVE ADDITIONAL HOURLY PREMIUMS AS FOLLOWS: LEVELS A & B: $1.00, LEVELS C & D: $0.50. N. WORKERS ON HAZMAT PROJECTS RECEIVE ADDITIONAL HOURLY PREMIUMS AS FOLLOWS - LEVEL A: 51.00, LEVEL B: $0.75, LEVEL C: 50.50, AND LEVEL D: 50.25. P� 61 MI �I fl fl a = Department of Labor and Industries Prevailing Wage STATEMENT OF INTENT - POB °x4454° - �� --•- TO PAY PREVAILING WAGES Olympia WA 98504 -4540 THIS FORM MUST BE TYPTYPED OR.PRINTED IN INK Public Works Contract Incomplete forms cannot be processed and will be returned without approval. $25.00. Filing Fee Required Large, bold numbers match instructions on back of form. 2 Project Name Contract p pksss Wow • M--- — d to ortirq dogs /v pvo mW thus dw dolt o» Depwame momm your lorma ALL FORMS WILL BE MAILED TO : THIS ADDRESS: Contract Awarding Agency Organizarion name. address. city, state & ZIP + 4 ...................................................................................... ............................... .......... city sure 22P . 4 _ ...... ._ _.. _ ._ ...... ..... ......._ _.......... .. ............ __........ _ ..._. __......... _. County where wort will be perfomted City where work will bepetformed i .................. .... ............................... — .-- -- .--•-- °.__..._. ......... .....' Bid due date Date contract awarded Prime contractor L&I Contr_ Registration No.. Do you inroad to use subcontractors? Do you intend to use apprentices? Yes I�'� No (ZI Yes ZI No Indicate total dollar amount of your contract —am- Is 3 Craft/tmde/occupadon 4 Rate of 5 Rare of Hourly 6 Estimated Number Hourly Pay Fringe Benefits of Workers I hereby terrify that the above infotmsoon is oorr and that all wo&crs I 8 Company name employ an this Public Wotits Project will be paid no less than the Prevailing Wage Rate(s) as dcumtined by the industrial Statisddsa of the Departactt of Labor and Industries. I understand that contraaom who violate Prevailing Address Wage Laws, ie., incor, classification/scope of wort of wo&m, improper payment of prevailing wages, etc- am subject to fines and/or debarment and will be required to pay any back wage due to wadcea. RCW 39.12050 try Stye ZIP + 4 % NOTARY: Complete ail 4 copies and notarize each Phone number ( > L&1 Conte. Registtauon No. Subscribed and swum to before me this date: My commission expires on Signanrre Title Notary Public in and for the State of Signature Amount: Cheep Number. Issuod By: For L &I Use Only APPROVED: Department of Labor and Industries I- uI Mvas- U.e a+tr By /�duAria! Sratiaiciaw WF704029L- ODO.ta a oI mnmt w qy 6.93 0 mibuum: Whi¢ - A.wdM9 Ar=cy C—ry - L.AI Pink -Rime Cmeaeeor Gdd—d - Submnoraaae Department of Labor and Industries ._ �: Prevailing Wage AFFIDAVIT OF WAGE _ s PAID PO Box 44540 . �. Olympia WA 985044540 Public Works Contract THIS FORM MUST BE TYPED OR PRINTED IN INK $25.00 Filing Fee Required Incomplete forms cannor be processed and will be returned without approval Large, bold ntanbas match instrtttsions on bads of form. n Project Name NOW aH @ cinema d 10 aaarbrp data Aar taoraaaitap Awn+ rba dar Ira �rsaawromiv" yaw lama ` ALL FORMS WILL BE MAILED TOJ THISADDRESS Contract I PO Otgar......on name address city. sate ..ZIP +4 i \ Contract Awarding Agency __ ....... ............._............__.__ __. __ - Address _ ... ..._........ City .......... ..._ ........................ _.......... ...._ ....... ....__. . County where wodc was Pet P1-- POI 3 pa od Pd P0 Pd_ pa Pr' pa contractor Date Intent filed Jute ZIP + City where wodt was L&I Contr. Registration No. I Bid due date Date contract awarded I Date wo& completed Indicate total dollar amount of your contract _;g, I $ I hereby certify that the above informadm is c== and that all workers I caployed on this Public Wodcs Project were paid no less than the Prvailing Wage Rates) as determined by the Indusuaal Statistician of the Depart:aeat of Labor and Industries. I u ndemand that contractors who violate Prevailing Wage Laws, i-c- incorrect classifintioahcope of we* of wockcm improper payment of prevailing wages, etc, are subject to fines and/or debarment and will be required to pay any back wages due to wotkets. RCW 39.12Q50 U NOTARY: Complete all 4 copies and notarize each ......... . . n Company name J Address City State ZIP + 4 Phone number / ) L&I Contr. Registration No. Subscribed and swore to before me this date: 'MY commission expires on Signature Title Notary Public in and for the State of —J Signature A,n�ut: check Number Issued By: For L&I Use Only CERTIFIED: Department of Labor and Industries By Fv LAI Mau3- U.. cey F700.007 -000 .(ridmt of r.g>, 693 uuvawum. +n— —. unary - A Ing Aaeary pat - !'came L.—a eta UoId —d - Subcoovacrar 1 t L 1 1 1 t CERTIFICATION OF PAYMENT OF PREVAILING WAGES Date: Project CAG No. This is to certify that the prevailing wages have been paid to our employees and our subcontractors' employees for the period from through in accordance with the Intents to Pay Prevailing Wage filed with the Washington State Department of Labor & Industries. This form will be executed and submitted prior to or with the last pay request. Title: Company Name JNTON 'ECIFICATIONS 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. Rhis -is- dusted.} All replacement text or text being added is shown as underlined 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. y Page -RS-i Revision Date: May 19, 1997 i] H u Fi u 0 0 n n L Table of Contents CITY OF RENTON STANDARD SPECIFICATIONS ...................................................... ............................... i Division 1 General Requirements ............................................................................ ............................... 1 Division 7 Drainage Structures, Storm Sewers, Sanitary Sewers, Water Mains, and Conduits 1 -01 Definitions and Terms ...................................................................... ............................... 1 7 -01 Drains ........................................................................................... .............................30 7-02 Culverts ...................................................................................... ............................... 30 7-03 Structural Plate Pipe, Pipe Arch, Arch, and Underpass ............................ .............................30 1-02 Bid Procedures and Conditions ........................................................... ............................... 2 -10 7 -11 Pipe Installation for Water Mains ....................................................... 7 -12 Valves for Water Mains .................................................................. ............................... 7 -14 Hydrants ..................................................................................... ............................... 7 -15 Service Connections ......................................................................... 7 -17 Sanitary Sewers ............................................................................ ............................... 1-03 Award and Execution of Contract ....................................................... ............................... 2 Divkian 8 Miscellaneous Construction ........................................................................ 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 1-08 Prosecution and Progress ................................................................... .............................12 149 Measurement and Payment ................................................................. .............................14 1 -10 Temporary Traffic Control ................................................................. .............................18 1 -11 Renton Surveying Standards ............................................................... .............................19 Division 2 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 Stockpiling .................................... .............................25 3 No supplemental specifications were necessary ........................................... .............................25 Division 4 Bases ................................................................................................. ............................... 25 4 No supplemental specifications were necessary .......................................... ............................... 25 Division 5 Surface Treatments and Pavements ........................................................... ............................... 26 26 5-04 Asphalt Concrete Pavement .............................................................. ............................... Division 6 Structures ..........................................................................................:.. .............................29 6-12 Rockeries .................... ................................................................. ............................... 2 Division 7 Drainage Structures, Storm Sewers, Sanitary Sewers, Water Mains, and Conduits .............................30 7 -01 Drains ........................................................................................... .............................30 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 Trench Exc., Bedding, and Back ill for Water Mains ............................. ............................... 34 -10 7 -11 Pipe Installation for Water Mains ....................................................... 7 -12 Valves for Water Mains .................................................................. ............................... 7 -14 Hydrants ..................................................................................... ............................... 7 -15 Service Connections ......................................................................... 7 -17 Sanitary Sewers ............................................................................ ............................... .............................34 37 38 .............................39 39 Divkian 8 Miscellaneous Construction ........................................................................ .............................40 Page -RS -ii Revision Date: May 19, 1997 8-09 Raised Pavement Markers ................................................................ ............................... 8-10 Guide Posts .................. 8-13 Monument Cases .............................................................................. .............................40 8-14 Cement Concrete Sidewalks .............................................................. ............................... 8-17 Impact Attenuator Systems .................. ............................... .......... ............................... 8-20 Illumination, Traffic Signal Systems, and Electrical ...................%............. .............................41 40 40 41 ............................... 47 8-22 Pavement Marking ......................................................................... 8-23 Temporary Pavement Markings ........................................................... .............................48 Page -RS -ii Revision Date: May 19, 1997 D fl H- H u 0 n Division9 Materials .............................................................................................. .............................49 9-00 Definitions and Tests ......................................................................... .............................49 9-02 Bituminous Materials .......... .. 49 9-04 Joint and Crack Sealing Materials ........................................................ .............................50 9-05 Drainage Structures, Culverts, and Conduits ........................................ ............................... 50 9-06 Structural Steel and Related Materials ................................................ ............................... 51 9-08 Paints . . 51 9-23 Concrete Curing Materials and Admixtures ............................................ .............................52 9-29 Illumination, Signals, Electrical ........................................................... .............................52 9-30 Water Distribution Materials ............................................................ ............................... 58 INDEXTO WSDOT AMENDMENTS ......................................................................... .............................60 WSDOTAMENDMENTS ......................................................................... .............................60 Page-RS-iii Revision Date: May 19, 1997 1 1 -01 Definitions and Terms Division 1 General Requirements i-01 Definitions and Terms SECTION 1 -01.1 IS REVISED BYADDING THE FOLLOWING: ■ 1 -01.1 General (RC) t P 0 Whenever reference is trade to the State, Commission, Department of Transportation Secretary of Transportatron, owner, Contracting Agency or Erameer, such reference shall be denned to mean the City of Renton acting through its City Council, employees and duly authorized representatives for all contracts administered by the City of Renton. SEMON 1 -01.3 IS REVISED AND SUPPLF.WNTED BY TBE FOLLOWING: 1 -013 Definitions (RC, APWA) Act of god (RC) •Act of God' means an earthquake flood cyclone or other cataclysmic phenonerhon of nature A ram wirdstorm, high water or other nateral phenomenon of unusual intensity for the spatfc locality of the work which might reasonably have been anticipated from historical records of the general locality of the work, shall act be construed as an act of god. Consulting FAgineer (RC) The Cons -xft Agency's design consultant, who may or may not administer the construction program for the Contractrn9 AreMi Da Unless otherwise designated day(s) as used in the Coraract Doak shall be understood to mean worinnit days. (RC) Where the term 'or equal' is used herein the Contracting Aser or the Contracting Agency on recommendation of the -- -ineer, shall be the sole judge of the quality and suitability of the Plans (RC) The contract plans and/or standard plans which show location, character, and dimensions of prescribed work including layouts, profiles, cross-sections, and other details. Drawings may either be bound in the same book as the balance of the Contract Documents or bound in separate sets, and are a part of the Contract Documents regardless of the method of binding. The terms "Standard Drawings' or "Standard Details' generally used in specifications refers to drawings bound either with the specification documents or included with the Plans or the City of Renton Standard Plans. Secretary, Secretary of Transportation (RC) The chief executive officer of the Department and other authorized representatives. The chief executive officer to the 1 -01 Definitions and Terms Department shall also refer to the Department of Planning/Building/Public Works Administrator. Special Provisions (RC) odifications to the standard specifications s$acifuatiorhs and supplemental specifications that apply to an individual project. The special provisions may describe work the specifications do not cover. Such work shall comply first with the special provisions and then with any specifications that apply, The Contractor shall include all costs of doing this work within the bid prices. State (RC) The state of Washington acting through its representatives. The State shall also refer to The City of Renton and its authorized representatives where applicable. Contract Documents (APWA) The component parts of the contract which may include . but are not limited to, the Proposal Form, the Contract Form, bonds, insurance certificates. various other certifications and affidavit, the Contract Provisions, the Contract Plans, Working Drawings, the Standard Specifications, the Standard Plans, Addendum, and Change Orders. Dates (APWA) ,Bid Opening Date (APWA) The date on which the Contracting Agency publicly opens and reads the bids. Award Date (APWA, RC) The date of the formal decision of the Contracting Agency to accept the lowest responsible and responsive Bidder for the work. Corstnact Extcrrdon Date (APWA) The "date the Contracting Agency officially binds the agency to the Contract. Nodee to Proceed Date (APIA) The date stated in the Notice to Proceed on which the Contract time begins. Couftet Completion Date (APWA, RC) The date by which the work is contractually mptired to be completed The Contract Completion Date will be stated m the Notice. to Proceed. Revisions of tins date will be authorized m writing by the Engineer whenever there is an extension to the Contract time. Final Acceptance Date (APIA. RC) ac cetm the work The date on which the Contractrng Agency as cotnplete-Per contract requirements. Material (APIA) Any substance spec ified for use in the constntction of the project and its amurtemgices which enters into and forms a part the finished structure or improvetnent and is capable of being so used and is furnished for that purpose. Maie loran (APWA) a raw material A person or organization who furl' or fabr�ed supply, commodiry equipaimt, or manufactu product and does not perform labor at the Protest Site a supplier Notice of Award (APWA) to the The written notice from the Contras ncv' acct successful Bidder signifying the Contractrng of the Bid. Notice to Proceed (APWA) Engineer The written notice from the Cotracting to to the Contractor authorizing and dircctrng the Contractor proceed with thb Work and establishing the date o� tl tin Contract Time begins. Page -SP -1 Revision Date: May 19, 1997 1 -02 Bid Procedures and Conditions 1 -02 Bid Procedures and Conditions SEC77ON 1 -02.1 IS DELETED AND REPLACED BY THE FOLLOWING: 1-02.1 Qualifications of Bidder (APWA) Bidders shall be qualified by experience financing equipment, and organization to do the work called for in the Contract Documents. The Contracting Agency reserves the right to take whatever action it deems necessary to ascertain the ability of the Bidder to perform the work satisfactorily. This action may include a pre qualification procedure prior to the Bidder being furnished a proposal form on any contract or a preaward survey of the Bidder's qualifications prior to award. SECTION 1-02.2 IS DELETED AND REPLACED BY THE FOLLOWING. 1-02.2 Bid Docmnents (APWA Information as do where Bid Documents can be obtained or reviewed will be found in the Call for Bids for the Work placed in the Contracting Agency's official newspaper. SECTION I- 02.4(2) IS SUPPLEMENTED BY REVISING SENTENCE 1, PARAGRAPH TO READ: 1-02.4(2) Subsurface Information (APWA) If the Contracting Agency has made subsurface investigation of the site of the proposed work, the boring log data and soil sample test data, and geotechnical reports accumulated by the Contracting Agency will be trade available for inspection by the bidders. SECTION 1 -02.5 IS SUPPLEMENTED BY ADDING THE FOLLOWING: 1-02.S Proposal Form (APWA) The Engineer reserves the right to arrange the Bid Forms with Altenrates, Additives, or Deduotives, if such be to the advantage of the Contracting Agency. The Bidder shall bid on all Additives Deduaives, or Alternates set forth in the Proposal Forms unless otherwise specified in the Special Provisions. SECTION 1-02.6 IS SUPPLEMENTM BY ADDING THE FOLLOWING: 1-02.6 Preparation of Proposal (RC) All prices shall be in legible figures and (words) written in ink or typed. The proposal shall include: 1. A unit price for each item (omitting digits more than four places to the right of the decimal point), each unit price shall also be written in words; where a conflict arises the written words shall Prevail. SECTION 1 -02.6(I) IS AN ADDED SUPPLEMENTAL SECT70N. 1-02.6(l) Proprietary Information (RC) Vendors should in the bid proposal identify clearly any material(s) which constitute '(valuable) formula designs drawhim and research data" so as to be exempt from public disclosure. RCW 42.17.310. or any materials otherwise claimed to be exempt, along with a Statement of the basis for such claim of exemption. The Department (or State) will give notice to the vendor of any request for disclosure of such information received 1 -03 Award and Execution of Contract within 5 (five) years from the date of submission Failure label such materials or failure to timely resPond after notice of request for public disclosure has been given shall be deemed a waiver by the submitting vendor of any claim that Burr, materials are, in fact, so exempt. SECTION I -02.12 IS SUPPLEMENTED BY ADDING THE FOLLOWING: 1 -02.12 Public Opening of Proposals (APWA The Contracting Agency reserves the right to postpone the date and time for bid opening. Notification to bidder will ,. by addenda. "` SEC77ON 1 -02.13 PARAGRAPH I IS REVISED AS FOLLOWS; 1 -02.13 Irregular Proposals (RCZ a. The bidder is not prequalified when so required; SECTION 1-02.14 IS REVISED IN ITEM 3 IN PARAGRAPH l TO READ. 1 -02.14 Disqualification of Bidders (APWA) 3. A bidder is not psequalified for the work or to the full extent of the bid; 1 -03 Award and Execution of Contract SEC77ON 1 -03.1 IS SUPPLEMENTED AS FOLLOWS. 1 -03.1 Consideration of Bids_(RC, APWA) The total of extensions, corrected where necessary, and including sales taxes where applicable, will be used by the Contracting Agency for award purposes and to fix the amount of the contract bond. All bids will be based on total sum of all schedules of prices No partial bids will be accepted unless so Stated in the can for bids or special provisions. The City reserves the right however to award all or any schedule of a bid to the lowest bidder at its discretion. SECTION 1 -03.2 IS SUPPLEMENTED BY ADDING THE FOLLOWING: 1 -03.2 Award of Contract (RC) The contract. bond form, and all other forms requiring execution, together with a list of all other forms or documents required to be submitted by the successful bidder, will be forwarded to the successful bidder within 10 days of the award. The number of copies to be executed by the Contractor shall be determined by the Contracting Agency. SECTION 1 -03.3 IS REVISED AND SUPPLEMENTED AS FOLLOWS: 1 -03.3 . Execution of Contract (APWA, RC) Within 20 10 calendar days after receipt from the City of the forms and documents required to be completed by the ContraaorWa -award data, the atccessf'W bidder shall return the signed Contracting , Agency - prepared conala, an insurance certification as required by Section 1-07.18, and a satisfactory bond as required by law and Section 1 -03.4. If the bidder experiences circumstances beyond their control that prevents return of the contract documents within 20 10 calendar days after the award 1- Page -SP -2 Revision Date: May 19, 1997 E1-04 Scope of the Work 1 -05 Control of Work date, the Contracting Agency may grant up to a maximum of 20 10 additional calendar days for return of the documents, provided the Contracting Agency deems the circumstances warrant it. The Contacting Agency is piohibited by RCW 39.06.010 from arc uting a contract with a Contractor who is not registered or licensed as required by the laws of the state. In addition, the Contracting Agency requires persons doing business with the Contracting Ag••,,•y to possess a valid City of Renton business license prior to award. When the Bid Form provides spaces for a business license member, a WASI&Ewn Stan Cormiictors rogistrauon number, or both the Bidder shall insert such information in the >>pam provided The Contracting Agency requires legible copies of the Contractor's R istration and business license be submitted to the _gigineer as part of the Cgx►uacpng Agency's post award information and evaluation activities. SUCTION 1-03.4 IS SUPPLEMENTED BY ADDING THE FOLLOWING TO THE FIRST PARAGRAPH: ! 1-03A r �1' l�� j C Court Bond (APWA) 1.04 Scope of the Work SUCTION 144.1 IS SUPPLEMENTED BY ADDING THE FOLLOWING: . 1-04.1 Intent of the Contract C The Coimictor is encouraged to prmdk to the Fugineer prior to p Tess payniaits an estimate of lump sum work aceomp lmshe- to date The per's calculations and decisions shall be final in regard to the actual pe rcemre of am huw sum pay item aoownplidod and eligible for payh>g unless another specific mexliod of calculating hemp sum paytnqm is provided elsewhere in the sp-eddkaum• SECTION 1-04.2 IS REVISED AS FOLLOWS: 1-04,2 Coordination of Contract Documents, Plans, Special Provisions Specifications, and Addenda Any inconsistency in the parts of the ooiitract sball be resolved by following this order of precedence (e.g., 1 presiding over 2, 3, 4, 5, 6, and 7; 2 presiding over 3, 4, 5, 6, and 7; and so forth): 1. Addenda 2. proposal Form 3. Special Provisions 4. Contract Plans 5. Amendmeus to the Standard Specifications 6. _Supplemental Specifications. 7. Standard Plans 64. Standard Specifications SECTION 1-04.4 IS SUPPLEMENTED WITH THE FOLLOWING: 1-04.4 Changes C Renton does not have a formal policy or guidelines on cost reduction alternatives but will evaluate such proposals by the Contractor on a case-by-case basis. SECTION 1-04.11 IS SUPPLEMENTED AS FOLLOWS: 1 -04.11 Final CleanupRC 3 All salvage material as noted on the plans and taken from any of the discarded facilities shall, at the engineer's discretion be carefully salvaged and delivered to the City shops. Any cost incurred in salvaging and delivering such items shall be considered 1 -05 Control of Work _ SECTION I -05.3 IS REVISED AS FOLLOWS: 1 -05.3 Plans and Working Drawungs RC. ' . The Contractor shall submit supplemental working drawings as required for the performance of the work. -The drawings shall be on sheets men m ing Z4 -x-36 22 by .34 itiches or on- sheets with dimensions in mu itiples of 8 -1r1 by 11 inches. SECTION 1-05_.4 IS SUPPLEM ffED BY ADDING. THE FOLLOWING: 1 -05.4 Conformity with and Deviations from Plans and Stakes (RC) If the project calls for Contractor supplies surer Mm Contractor shall provide all text OR survey 7_14m_ mchtdmg__ work as metaioned in Sections 1-MA, 1- 05.5, -1-1 and elsewhere in these spea5antions as being provided by the SECTION 1-05.5 THE VACANT SECTION IS REPLACED BY THE FOLLOWING: 1 -05.5 Construction Stakes (RC) if the project quells for Coeitiacto� En ONO sure 1ffe. the einQ such Contractor shall provide all regwted suirvely work,'.., u�" work as mentioned in Secti 1-05.4 1-05.5 1-11 and elsewhere in these speeif SS being provided by the pnoisiCCt. All OOSfS for this survey work shall be Included m 'Coiitractor S Surveying .0 per hemp Sum. 1 -05.5(1) General (APWA, RL2 surveyor famished stances ono marm. 1= Page -SP -3 Revision Date: May 19, 1997 1 -05 Control of Work The Contractor shall provide a work site which has been prepared to permit construction staking to proceed in a safe and orderly manner. The Contractor shall keep the Engineer or Contractor supplied surveyor informed of staking requirements and provide at least 48 hours notice to allow the Engineer or Contractor supplied surveyor adequate time for setting stakes. Stakes, marks, and other reference points, including existing monumentation, set by Contracting Agency forces shall be carefully preserved by the Contractor. The Contractor will be charged for the costs of replacing stakes, markers and amumentation that were not to be disturbed but were destroved or damaged by the Contractor's operations. This charge will be of these specifications. The Contractor shall keep updated survey field notes In a standard field book and in a format set by the Engineer, per section 1- 11.1(3). These field notes shall include all survey work performed by the Contractor's surveyor in establishing line grade and slopes for the construction work. Copies of these field notes shall be provided the Engineer upon request and upon completion of the contract work the field book or books shall be submitted to the Engineer and become the property of the Contracting Agency. If the survey work provided by the Contractor does not meet 1-05.5(2) Roadway and iJti k Surveys (APWA) The Engineer shall furnish to the Contractor one time only. or Corurrictor supplied surveyor will provide as needed all principal litres, grades, and nu=rements the Engineer deems necessary for completion of the Work. These shall generally consist of one initial set of: 1. Slope stakes for establishing grading 2. Curb grade stakes. 3. Centerline finish grade stakes for pavement sections wider than 25 feet. and 4. Offset points to establish tine and grade for underground utilities such as water, sewers, and storm drains (with offsets 50' max interval). On alley construction proiects with minor grade changes the Engineer or Contractor supplied surveyor shall provide offset hubs on one side of the alley to establish the alignment and grade Alleys 1 -05 Control of Work with maior grade changes shall be slope staked to C4tai,i; ti before offset hubs are set. 1 -05.5(3) Bridge and Structure Surveys i pwn es For all structural work such as bridg and refthd r Wall the Contractor shall retain as a part of Contractor o tier an experienced team of surveyors under direct sup�Ni ton of a licensed surveyor. The Contractor shall ensure that rr��t...c F ld measurements and locations match and fulfill the intended ++lad dimensions. The Contractor shall provide all survevc required ._ + +cu LV complete the structure, except the fogowing primary turv�v .... � , which will be provided by the Engineer. -_ - Coro' 1. Centerline or offsets to centerline of the structure. 2. Stations of abutments and pier centerlines 3. A sufficient number of bench marks for levels to enable the Contractor to set grades at reasonably short distances 4. Monuments and control points as shows on the Drawings. The Contractor shall establish all secondary survey controls both horizontal and vertical, as necessary to assure proper placenymt of all protect elements based on the primary control points provided by the Engineer. Survey work shall be within the following tolerances: 1. Stationing +.01 foot 2. Alignment +.01 foot (between successive points) 3. Superstructure Elevations +.01 foot (from plan elevations) 4. Substructure Elevations +.05 foot (from plan elevations) During the progress of the Work, the Contractor shall make available to the Engineer all field books inclnding survey information, footing elevations cross sections and quantities The Contractor shall be fully responsible for the close coordination of field locations and measurements with gTropriate dunensions of structural members being fabricated. 1-05.5(4) Contractor Supplied Surveying (RQ When the contract Provides for Contractor Supplied Surveying the Contractor shall supply the survey work required for the proiect. The Contractor shall retain as a part of the Contractor Organization an emermced team of surveyors under of the Engineer before the survey work may be continued. The Contractor shall coordinate his work with the Surveyor and perform his operations in a manner to protect all survey stakes from harm. The Contractor shall inform the Surveyor of the Contractor's intent to rernove any survey stakes and/or points b_ efore physically removing them. The surveyor shall be responsible for maintaining As-Built records for the project. The Contractor shall coordinate his operations and assist the Surveyor in maintaining accurate As -Built records for the project. If the Contractor and Surveyor fail to provide as directed by the Engineer and/or these plans and specifications accurate As- Built records and other work the Engineer deems necessary, the Engineer may elect to` provide at Contractor expense a surveyor to provide all As -Built records and other work as directed by the Engineer. The Engineer shall deduct expenses incurred by the Engineer- supplied surveying from moneys owed to the Contractor. t- Page -SP-4 Revision Date: May 19, 1997 0 H 1 0 l 0 fl �i d I I 1 1 -05 Control of Work -05 Control of Work Payment per Section 1-04.1 for all work and materials required for the full and complete survey work required to complete the project and as -built drawings -.hall be included to the Jump sum price for 'Contractor Supplied Surveymg.' 1-05.5 Contractor Provided As-Built Information It shall be the contractors responsibility to record the location prior to the badcftning of the trenches by centerline station, offset, and death below pavement of all exrstmg utilities uncovered or aossed during his work as covered under this protect. It shall be the contractors responsibility to have his surveyor TBE VACANT SEMON 1 -05.8 IS REPLACED BY: 1-os.g Contracting Al en—Ws Right to Correct Defective and Unauthorized Work (APWA) If the Contractor fails to remedy defective or unauthorized work within the tine specified in a written notice from the Engineer, or fans to perform any part of du Work regmred by the Contract Documents, the Engineer may correct and remedy such work as may be ideatified in the written notice by such means as the Engleea may dean necessary, including the use of Contracting Agency forces. N the Contractor fails to complY with a written order to remedy what the Engineer determines to be an emergency siwation, the Ennucr may have the defective and unauthorm d Work corrected immediately, have the rejected Work removed and fopbm-a„ or have Work the Contractor refuses to perform eompleted by using Cattractme Agency or other forces. An emergency sipetion is amt stuation whx:h in the opinion of the E..Zinew, - delay in its remedy wild he potentially unsafe, or might cruse serious risk of loss or damage to the public. Direct or indiret costs incurred by the Contracting Agency attributable to correcting and remedying defective or unauthorized destroyed or damaged by correction removal, or reptacemenn or No adjustment in contract time or, compensation will be allowed because of the delay in the performance of the Work attributable to the exercise of the Contracting Agency's rights provided by this Section nor shall the exercise of this rieht diminish the Contracting Agency's right to pursue ally Other avenue v-- additional remedy or damages with respet to the Contractor's failure to perform the Work as required. SECTION 1 -05.10 IS SUPPLBMFNTED BY ADDING TSE FOLLOWING: 1 -05.10 Guarantees (APWA, RQ The Contractor shall warrant good Hue to all materials, supplies and egwpmeat purchased for or incorporated in the Work. Nothing contained in dais trrragraphr hoareyer: shall ddat or impair the right of persons furnishing materials or labor, to recover under any band given by the .Contractor for their protection, or any rights under any law aermitting such persons -to look to funds due the Contractor in Sue hands of the Coutiaamg provisions of this naraon h- shall be inserted in an subcontracts and material coitraas and notice of its provisions shall be given to all Persons fUrnieh�na, materials for due Work when no formal pct is entered into for such materials. Section 1 -05.11 is deleted and Sue first .two of the fourth paragraph of section 1-08.9 is deleted and replaced by the following: 1 -05.11 final Inspection (APWA) 1 -0511(1) Substantial Completion Date (APWA) When the Contractor considers the work to be an iany completeg the Contractor Shan m notify the FA requ—ea the Engineer establish the Substantial Cotnplettat To be considered aibstauaall coin Lein the foil condttiotis must be met: 1. The Contacting A e must have full and n use and benefit of the facilities both from the opera - page-SP-5 Revision Date: May 19, 1997 1 -05 Control of Work If, after this inspection, the Enairmr concurs with the Contractor that the Work is substantially complete and ready for its intended use, the Engineer, by written notice -to the Contractor, will set the Substantial Completion Date. If, afar this inspection the Engineer does not consider the Work substantially complete and ready for its intended use, the Engineer will, by written notice, so notify the Contractor giving the reasons therefor. Upon receipt of written notice concurring in or denying substantial completion, whichever is applicable, the Contractor shall pursue vigorously, diligently and without unauthorized interruption, the Work necessary to reach Substantial and Physical Completion. The Contractor shall provide the Engineer with a revised schedule indicating when the Contractor expects to reach substantial and physical completion of the work. The above process shall be repeated until the Engineer establishes the Substantial Completion Date and the Contractor considers the work physically complete and ready for Final Inspection. J- 1-05.11(2) FuW Inspection Date (APWA) When the Contractor considers the Work physically complete and ready for Final Inspection, the Contractor by Written Notice, shall request the Faiginoer to schedule a final inspection. The Fngiaeer will set a date for Final Lspection. The Engineer and the Contractor will then make a Fatal Inspection and the Engineer will notify the Contractor in writing of all particulars in which the Final Inspection reveals the Work incomplete or unacceptable. The Contractor shall immediately take such corrective measures as are necessary to remedy the listed deficiencies. Corrective work shall be pursued vigorously, diligently, and without interruption until physial completion of the listed deficiencies. This process will contimPe until the Engineer is satisfied the listed deficiencies have been corrected. N action to correct the listed deficiencies is not initiated within 7 days after receipt of the Written Notice listing the deficiencies, the Engineer may. upon Written Notice to the Contractor, take whatever steps are necessary to correct those deficiencies pursuant to Section 1 -05.8. Upon correction of all deficiencies, the Engineer will notify the Contractor and the Contracting Agency, in writing, of the date upon which the Work was considered physically complete. That date shall constitute the Physical Completion date of the Contract, but shall not imply all the obligations of the Contractor under the Contract have been fifldled. 1 -05.11 Operational Testing (APWA) It is the intent Af the Contracting Agency to have at the Completion Date a complete and operable system. Therefore when thew acceptability prior to the Physical Completion Date. During and following the test period, the Contractor shall correct any items of wodananship, materials, or equipment which proves faulty, or that are not in first class operating condition. Equipment, elesrical controls, meters, or other devices and equipment to be tested during this period, shall be tested under the observation of the Eighx=. so that the Engineer may determine their suitability for the purpose for which they were installed. The Physical 1 -05 Control of Work 3 Completion Date cannot be established until testing and co IVII$ have been completed to the satisfaction of the Engineer. The costs for power, gas, labor, material —suD2fi2j, and everything else needed to successfully complete opera601c tins shall be included in the various contras prices related to the being tested, unless specifically set forth otherwise in the Bid Form. "`u O_ perational and test periods, when required by the Fn Ji eer shall not affect a manufacturer's guaranties or warranties fu nicl,� under the terms of the Contract. furnished SECTION I -05.12 IS DELETED AND REPLACED WITH THE FOLLOWING: 1 -05.12 Final Acceptance (AMA) The Contractor must perform all the obligations under the Contract before the Completion Date can be established A Certificate of Completion for the'Work issued by the Contracting Agency will establish the Completion Date and certify the Work as complete. The Final Contract Price may then be calculated The following must occur before the Completion Date can be established and the Final Contract Price calculated: 1. The physical work on the project must be complete 2. The Contractor must furnish all documentation required by the Contract and required by law, necessary to allow the Contracting Agency to certify the Contract as complete. A Certificate of Completion for the Work, signed by the Contracting Agency, will Constitute acceptance of the Work. The issuance of this Certificate- of Completion will not constitute acceptance of unauthorized or defective work or material. Failure of the Contactor to perform all of the Contractor's obligations under the Contrad shall not bar the Contracting Agency from unilaterally certifying the Contract complete so the Engineer may calculate a Final Contract Price as Provided in Section 1 -09.9. SECTION I -05.13 .IS SUPPLEMENTED BY REVISING PARAGRAPH 7 TO READ: 1 -05.13 Superintendents, Labor, and Equipment of Contractor (APWA) Whenever the Contracting Agency evaluates the Contractor's pmqualification pursuant to Section 1 -02.1. the Contracting Agency will take these performance dw"- reports into account. SECTION 1-05 IS SUPPLEMENTED BY ADDING THE FOLLOWING NEW SECTIONS: 1 -05.16 Water and Power (APWA) The Contractor shall make necessary arrangements and shall bear the costs for power and water necessary for the performance of the Work. 1 -05.17 Oral Agreements (APWA) No oral agreement or conversation with any officer. agent. or employee of the Contracting Agency. either before or titter execution of the contras. shall affect or modify any of the terms or obligations contained in any of the documents comprising the contras Such oral agreement or conversation shall be considered as unofficial information and in no way binding upon the Contracting Agency, unless subsequently put in writing. Page -SP -6 Revision Date. May 19, 1997 I-" Control of Material 1 -06 Control of Material SECTION 1 -06.02(2) IS SUPPLEMENTED BY ADDING THE FOLLOWING: 1- 06.2(2) Statistical Evaluation of Materials for Acceptance UNLESS STATED OTHERWISE IN THE SPECIAL 'PROVISIONS STATISTICAL EVALUATION WILL NOT BE USED BY THE CITY OF RENTON. 1 -07 Legal Relations and Responsibilities to the Public 'SECTION 1 -071 IS SUPPLEMENTED BY ADDING THE FOLWWING: U J 1-07.1 Laws to be Observed (APWA) doctor's tare. The Cznbatxor shall have sole responsibility for the safety, efficiency, and adequacy of the Contractor's plant appliances. and rnesieods and for am danwe or WOW resulting from their failure, or improper mairtenarncx use or operation. The Contractor shall be solely and oomplaely imm— risible for the conditions of the pwie_a Site including safety for all persons and p _ rnthe - na= of the work 'ibis neguu emeant shall apply oontinrrously and not be limited to normal working hours• The required or implied duty of the Engineer to conduct constnraron review of the ContraCior's performance does not, and shall nom be minded to include review and ade guam of die Contractor's safety measures in on or near the Proiect Site. SSC77ON 1-07.2 -1S DBLBTED AND REPLACED BY THE FOLLOWING: 1-07.2 State Sales Tax (APWA) 1- 07.2(1) GENERAL (APWA) The Washington State Department of Revenue has issued spe—e _I rules on the state sales tax Sections 1-07.2(1)_!h rough 1- 07.20) are meant to clarify those rules The Contractor should contau the Washington State Department of Revenue for answers to questions in this area The Contracting Agency will not adjust 1 -07 Legal Relations and Responsibilities to the public its payment if the Contractor bases a bid on a misunderstood tax liability. The Contractor shall include all Contractor -paid taxes in the unit bid prices or other contract amounts. In some cases, however state retail sales tax will not be included. Section 1.071a)- describes this exception. The Contracting Agency will pay the retained t>ercxiitage only if the Contractor has obtained from the WasltingWn State Department of Revenue a certificate showing that aU contract - related taxes have been paid (RCW 6028.050). The Contracting Agency may deduct from its payments to the Contractor any amount the Contractor may owe the Wasl»nac m State Department of Revenue whether the amount owed relates to this contract or not. Any amount so deducted will be paid into the proper State M 1- 07,2(2) State Sales Tax - Rule 171(APWA) WAC 458 -20 -171, and its related rules, apply to_buildi repairing or improving streets roads etc. , which are owned by a municipal corporation. or political - subdivision of the state or by the United States. and which are used primarily for foot or vehicular traffic. This includes storm or combined sewer systems within and included as a part of the street or road drainage system and power lines when such are pact of the madway lighting system. For work performed in such cases, the Contractor shall include Washington State Retail Sales Taxes in the various unk Bid Item prices or other contract amounts, inclutlmtt those that die Contractor pays on the purchase of the materials, equipment, or supplies used or cotisur W in doing the work. or to real property whether or not such peraw.a. �•-•� - .,..1tu hu virhw of installation. amount. 1- 07.2(4) Services (APWA) The Contractor shall not collect retail sales tax horn the Contracting Agency on any contract wholly for professional or other services (as defined in State Deparutuct off R_ueRules 138 and 224). Page -SP -7 Revision Date: May 19, 1997 1 -07 Legal Relations and Responsibilities to the Public 1 -07 Legal Relations and Responsibilities to the Public SECTION 1 -07.5(2) IS SUPPLEMENTED BY REVISING THE TITLE AND SENTENCE 2, PARAGRAPH 2 7`0 READ. 1- 07.5(2) State Department of Fish and Wildlife" (APwA, $A) If the work in (1) through (3) above differs little from what the contract requires, the Contracting Agency will measure and pay for it at unit contract prices. But if contract items do not cover those areas, the Contracting Agency will pay pursuant to Section 1- 09.4. At"! go GoRtR" pay igems SECTION 1 -07) IS SUPPLEMENTED BY ADDING THE FOLLOWING NEW SECTION. 1- 07.11(11) City of Renton Affidavit of Compliance (RC) Each Contractor, --Subcontractor, Consultant, and or Supplier shall complete and submit a copy of the 'City of Renton Fair Practices Policy Affidavit of Compliance ". A copy of this document will be bound in the bid documents. SECTION 1- 07.13(1) IS SUPPLEMENTED AS FOLLOWS: 1- 07.13(1) General (RC) During unfavorable weather and other conditions, the contractor shall pursue only such portions of the work as shall not be damaged thereby. No portion of the work whose satisfactory quality or efficiency will be affected by unfavorable conditions shall be constructed while these conditions exist, unless by special means or precautions acceptable to the engineer, the contractor shall be able to overcome them. SECTION 1 -07.14 (AP WA) IS SUPPLEMENTED BY REVISING ALL REFERENCES TO "STATE, COMMISSION, SECRETARY" OR "STATE" TO READ "CONTRACTING AGENCY." SECTION 1 -07.15 IS REVISED AND SUPPLEMENTED AS FOLLOWS. 1 -07.15 Temporary water Pollution Erosion Control (AMA , -RC) If done according to the approved plan or the Engineer's orders, temporary water pollutionterosion control work will be measured and paid for pursuant to Section 4-0DAU -04.1 through the hung sum item for 'Temporary Water Pollution/Erosion Control. If no pay item appears in the contract for 'Temporary Water Pollution/Erosion Control" then all labor, materials, tools and egui anent used to complete the work shall be considered incidental to other pay items in the Contract and no further compensation shall be made. In addition to other requirements in the Contract Documents this temporary work shall include, but is not limited to, the following water quality considerations: 1. Turbid Water Treatment Before Discharge: Determination of turbidity in surface waters shall be at the discretion of the Engineer; for Lake Class Receiving Waters turbidity shall not exceed 5 NTU (Nephelometric Turbidity Units) over background conditions; for Class AA and Class A Waters, turbidity shall not exceed 5 NTU over background turhidi . when wuen the background turbidity is 50 NTU or less, or have more than a 10 percent increase in turbidity when the background turbidity is more than 50 NTU for other classes of waters refer to WAC 173 -201_ 045. The term turbidity means the optical property of c,m, ie demonstrating the scattering and absorption of fight cauee f by suspended material as expressed in Nephelometric rurbigy Units and measured with a calibrated turbidimeter. Discharges to a State waterway caused by aggregate washing drainage from aggregate pit sites, and stocli3iles or dewatet;no of pits and excavations shall not increase the existing turbidity of th_ receiving waters. Turbid water from the Project Site shall be treated before being discharged into stream or other State waters. Turbidity may be removed by the use of lagoons or holding ponds settling basins overflow weir, polymer water treatment, drschari M to ground surface, by percolation, evaporation or by passing thorn th "ravel sand or fiber filters. culverts and other pipes. 3. Chlorine Residual: Water containing chlorine residual shall not be discharged directly into storm drains, streams, or State waters. Chlorine water may be discharged into sanitary sewers or disposed on land for perculation. Chlorine residual may be reduced chemically with a reducing agent such as sodium duosolphate. Water shall be periodically tested for chlorine residual. 4. Vehicle and Equipment Washing: Water used for washing vehicles and equipment shall not be allowed to enter storm drains, streams or other State waters unless separation of petroleum products, fresh concrete products or other deleterious material is accomplished prior to discharge. Detergent solution may be discharged into sanitary sewers or allowed to be held on the around for percolation. A rayrarlation system for detergent washing is recommended. Steam cleaning units shall provide a device for oil separation. 5. Oil and Chemical Storage and : Aandlim and storage of oil and chemicals shall not take place adiaceat to waterways. The storage shall be made in dike tanks and barrels with drip pans provided 'tinder the dispensing area Shut-off and lock valves shall be provided on tanks Shut -off nozzles shall be provided on hoses Oil and chemicals shall be dispersed only during daylight hours finless the dispensing area is grope Disposal of waste shall not be allowed on oil and chemical spills. Fencing shall be provided around oil storage Locks sball be provided on valves, pumps, and tanks. 6. Sewage: If a sanitary sewer line is encountered std repair or relocation work is required the Contractor shall provide blocking and sealing of the sanitary sewer line Sanitary sewer flow shall be pumped out collected and hauled by tank truck or pumped directly to a sanitary system manhole for discharge. The existing sewers shall *be maintained by the Contractor 'without interruption of service by the use of temporary sewer bypasses In addition, the excavated materials adiacent to and around a rupture of a sanitary sewer line shall be removed from the Protect Site and 4 Page -SP-8 Revision Date: May 19, 1997 Ird [7 fl D J C 1 -07 Legal Relations and Responsibilities to the Public 1 -07 Legal Relations and Responsibilities to the public de posited into refuse trucks for haul to a sanitary fill site. Equipment and tools in contact with the above materials shall be washed by pressure water lines and the attendant wash water discharged into a sanitary sewer line for transmission to a sewage treatment plant. 1 -07.16 Protection and Restoration of Property SECTION 1 -07.16(1) IS SUPPLEMENTED BY ADDING 771E FOLLOWING. 1-07.16(1) Private/Public Property (RC) The Contracting Agency will obtain all easements and franchises required for the project. The contractor shall limit his operation to the areas obtained and shall not trespass on Private property. The Contracting Agency maY Provide certain lands, as irrdiated in c000ecGOn with the work under the contract together whit the right of access to such lands. The contractor _shall not umeasonably enm*a the premises with his equipment or materials. The contractor shall provide with no liability to the Contracting Agency, any additional land and access thereto not shown or described that may be required for temporary ennaruction fugities or storage of mataWs. He shall eonstrmx additional cost to the Contracting Agency. in me cvcu. uww ,v W necessary to trench through any lawn area, the sod shall be carefully cut and rolled and replaced after the trenches have been balled The lawn area shall be cleaned by sweeping or other means, of all earth and debris. The contractor shall use rubber wheel equipment similar to the small tractor -type backhoes used by side sewer contractors for all work including excavation and backfili, on easements or rights - of way which have lawn areas All fences, markers, marl boxes, or other temporary obstacles shall be removed by the Contractor and immediately replace, after the trench is backfilled, in their original position. The contractor shall notify the Contractin¢ Agency and nronerty Owner at least 24 hours in advance of any work den: that this and/or inspection made k done to the satisfactJ actin¢ Aeenm at the exP Will In the event the contractor does not have labor or material immediately available to make necessary repairs, the contractor. shall so inform the Contracting Agency, The Contracting Agency will make the necessary repairs and the cost of such repairs shall be paid by the contradm. The contractor is responsible for iderndving and doc unmting am damage that is pre-eidsting or cxased by odxn.Restoration of excavation in City streets shall be done in accordance with the Ciro of Ranson Trench Restonadon Requiranen% w tuch is available at the Public Works Department Customer Services counter on the 4th floor, Renton Munidpal Building, 200 Mill Avenue South. SECTION 1-07.17 IS SUPPLEM1W ED BY ADDING: 1 -07.17 Utilities and Similar Facilities (APWA., RQ in addition to the other reguirerirents pursuant to RCW 19.122, an act relating to • +ground utilities and prescribing penalties the Contactor shall: 1 call the utilities underground location center for field location of the utilities; Call Before You Dig The 48 Hour Locators 1- 800424 -5555 and mWeWound 2 not begin excavatlon until all known facilities in the vicinity of the proPOSed excavation have been '- - - -- A - -d .....a.�.r such facilities or structures due to aus consu—' Will satisfaction of the City-, except for City owned facri or w be repaired by the utility department at corurador's a the contractor as directed by the City. 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 Pu blic SECTION 1 -07.18 IS DELETED AND REPLACED BY THE FOLLOWING: 1-07.18 Public Uability and Property Dainage Insurance (RQ State Amendment to 1 -07.18 is not used. Renton uses the following: SECTION 1-07.18(l) IS. REPLACED WITH THE FOLLOWING: 1- 07.18(1) General (RC) The contractor shall obtain and maintain in full force and effect, from the Contract Execution Date to the Completion Date, public liability and property damage insurance with an insurance eoci lmiy(ies) or through sources approved by the State Insurance Commissioner pursuant to RCW 48. The Contractor shall not begin work under the Contract until the required insurance has been obtained and approved by the Contracting Agency. -fim r ince shall provide coverage to the Contractor, all subcontractors, Contracting Agency and the C uwtina Agency's consultant. The coverage shall protect aazainst claims for bodily injuries, personal injuries, including accidental death, as well as claims for property damages which may arise from any act or omission of the Contractor or the wboontractor, or by 'anyone directly or indirectly employed by either of them. If warranted worst is required the Contractor shall provide the City proof that insurance coverage and limits established under the term of the Contract for work are in full force and effect during the period of warranty work. The Contracting Agency may request a copy of the actual declaration pages(s) for each insurance policy effecting coverage(s) required on the contract prior to the date work eommences.Failure of the Contractor to fully comply during the term of the Contract with the requirements described herin will be considered a material breach of contract and shall be caused for immediate termination of the Contract at the option of the Contracting Agency. SECTION 1- 07.18(2) IS REPLACED WITH THE FOLLOWING: 1- 07.18(2) Covetniges (RC) As part of the response to this proposal, the Contractor shall submit a completed City of Renton buwance Lrformation form to two (7) years after the completion of the project. 3) The City may request a copy of the actual declaration page(s) for each insurance policy affecting coverage(s) required by the Contract prior to the date work commences 4) Possess a minimum A.M. Best rating: of AVH (A rating of A X11 or better is preferred.) If any insurance carrier possesses a rating of less than AV11. the City may make an exception. The City reserves the right to approve the security of the insurance coverage provided by the insurance companv(ies) terms conditions, and the Certificate of Insurance. Failure of the Contractor to fully comply during the term of the contract with these requirements will be considered a material breach of contract and shall be cause for immediate termination of the contract at the option of the City. The Contractor shall obtain and maintain the minimum insurance coverage set forth below. By requiring such ,,,;., ..,.�.� insurance, the City of Renton shall not be deemed or cnncrnum to have assessed the risks that may be applicable to the Contractor The Contractor shall assess its own nsks and if it deems appropriate and/or prudent, maintain higher limits and/or hrn�.r coverage. Coverage shall include: (1) Commercial General Liability - ISO 1993 Form or equivalent. Coverage will be witten on an occurrence basis and include: • Premises and Operations Gncluding CG2503• General Aggregate to apply per protest, if applicable) • Explosion, Collapse and Underground Hazards • Products/Completed Operations. • Contractual Liability (including Amendatory Endorsement CG 0043 or equivalent which includes defense coverage assumed under contract) • Broad Form Property Damage • Independent Contractors • Personal /Advertising Injury • Stop Gap Liability (2) Automobile Liability including all • Owned Vehicles • Non -Owned Vehicles • Hired Vehicles (3) Workers' Coaroensation • Statutory Benefits (Coverage A) - Show Washington Labor & Industries Number (4) Umbrella Liability (when necessary) • Excess of Commercial General Liability and Automobile Liability. Coverage should be as broad as per• (6) The Contracting Agency reserves the right to regimes and/or require additional coverages as may be appropriate based on work performod(i:e. pollution liability). shall: 1) Be on a primary basis not - contributory with any other insurance coverage 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 canceled or rnaterlally 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. t; Page -SP -10 Revision Date: May 19, 1997 E D 1 -07 Legal Relations and Responsibilities to the Public 1 -07 Legal Relations and Responsibilities to the Public LJ i 2) Certificate of Insurance (Accord Form 25s or equivalent) conforming to iterns as specified m Sections 1- 07.18(1), 1- 07 18(2) and 1-07.18(3). as revised above. Other requirements are as follows: L a Strike the following or similar wording: is Certificate is issued as a matter of information only 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 no obligation or liability of any kind upon the company, its agents or representatives ", c. Amend the cancellation clause to state: 'Policy may not be non - renewed, canceled or materially C1]anaed or altered unless 45 days prior written notice is provided to the City ". Notification shall be provided to ­the by certified mail. For Professional Liability coverage only, instead of the cancellation language specified above. the City will accept a written agreement that the consultant's broker will provide the required notification. SECTION 1-07.20 IS REVISED AS FOLLOWS: 1 -07.20 Patented Devices, Materials, and Processes (APWA) The Contractor shall assume all costs arising from the use of patented devices, materials, or processes used on or incorporated in the work, and agrees to indemnify: defend, and save harmless The Contracting Agexicv, and their duly authorized agents and employees from all actions of any nature for. or on account of the use of any patented devicss, materials. or processes. SECTION 1-07.22 IS SUPPLEMENTED BY THE FOLLOWM. 1 -07.22 Use of Explosiyes (APWA) operations. When the use of explosives is necessary for the MM22! tion of the Work the Contractor's insurance shall contain a special clause permitting the blasting. 1 -07.23 Public Convenience and Safety SEC770N 1-07.23(1) IS SUPPLBMBNM BY ADDING THE FOLLOWING PARAGRAPH 1- 07.23(1) Construction Under Dust and mud control shall be considered as incidental to the project, and no con nsation will be made for this section. Complaints of dust mud or unsafe practices and/or property damage to private Ownerslitp will be transmt to the contractor and prompt action in correatn� diem will be required by the contractor. Page -SP -11 Revision Date: May 19, 1997 REPLACE SUPPLEMENTAL SPECIFICATION SECTION 1- 07,18(3) 'LIMrMI WITH THE FOLLOWING: 1- 07.18(3) Limits (RC) L AM REOUMED Provi ie coveraae in these stated amounts shall not be censtmed to relieve the contractor from liability in excess of such limits The CONTRACTOR shall carry the following limits of liability as required below: Commercial General Liability General AgvcPft' $2.000.000- ProducuConqkwd Operations $2.000,000 «s Aggregate Each occurrence Limit 1S ,000,000 Petsonal/A ftrg inn Injury 1S ,000,0 Fire Daimite (An One Fire) $50,000 — Medial Payments (Amy Out Person) $5.000 SODA (imp Lublrty 1.M..00D s General Awexate ro apply per owiect X90 Form l.Ci1S03 or eatdvalerW **Amoorrt may vary based on yr*9 risk Ammobile Liability Bodily jai MLftperty DROM 1S ,000.E (Each Acddexrd Worlme Comoensuion Snmeory Benefits - age A Variable (Show Was =g= labor and Industries Number) Umbrella Liablity &a- occwrem Limit 1$ ,000,000 General AsueAM Limit 1S ,000,000 Pmduc;sK;@m0jg94 operations $1,000.000 to Professiopal Lability (If required) Each occurrence/ hx ideet/Ctahn $1,000,000 $2,000,000 LJ i 2) Certificate of Insurance (Accord Form 25s or equivalent) conforming to iterns as specified m Sections 1- 07.18(1), 1- 07 18(2) and 1-07.18(3). as revised above. Other requirements are as follows: L a Strike the following or similar wording: is Certificate is issued as a matter of information only 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 no obligation or liability of any kind upon the company, its agents or representatives ", c. Amend the cancellation clause to state: 'Policy may not be non - renewed, canceled or materially C1]anaed or altered unless 45 days prior written notice is provided to the City ". Notification shall be provided to ­the by certified mail. For Professional Liability coverage only, instead of the cancellation language specified above. the City will accept a written agreement that the consultant's broker will provide the required notification. SECTION 1-07.20 IS REVISED AS FOLLOWS: 1 -07.20 Patented Devices, Materials, and Processes (APWA) The Contractor shall assume all costs arising from the use of patented devices, materials, or processes used on or incorporated in the work, and agrees to indemnify: defend, and save harmless The Contracting Agexicv, and their duly authorized agents and employees from all actions of any nature for. or on account of the use of any patented devicss, materials. or processes. SECTION 1-07.22 IS SUPPLEMENTED BY THE FOLLOWM. 1 -07.22 Use of Explosiyes (APWA) operations. When the use of explosives is necessary for the MM22! tion of the Work the Contractor's insurance shall contain a special clause permitting the blasting. 1 -07.23 Public Convenience and Safety SEC770N 1-07.23(1) IS SUPPLBMBNM BY ADDING THE FOLLOWING PARAGRAPH 1- 07.23(1) Construction Under Dust and mud control shall be considered as incidental to the project, and no con nsation will be made for this section. Complaints of dust mud or unsafe practices and/or property damage to private Ownerslitp will be transmt to the contractor and prompt action in correatn� diem will be required by the contractor. Page -SP -11 Revision Date: May 19, 1997 ME 1-08 Prosecution and Progress 1 -08 Prosecution and Progress SECTION 1- 07.24 IS DELETED AND REPLACED BY THE FOLLOWING: 1 -07.24 Rights of Way (APWA) Street right of way lines, limits of easements, and limits of construction permits are indicated on the Drawings. The Contractor's construction activities shall be confined within these limits, unless arrangements for use of private property are made. Generally, the Contracting Agency will have obtained, prior to Bid opening, all rights of way and easements, both permanent and ternporary, necessary for carrying out the completion of the Work. Exceptions to this are noted in the Contract Documents or brought to the Contractor's attention by a duly issued Addendum. Whenever any of the Work is accomplished on or through property 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 property. Copies of the easement agreements are included in the Contract Provisions or-made available to the Contractor as soon as practical after they have been obtained by the Engineer. Whenever easements or rights of entry have not been acquired prior to advertising, these areas are so noted on the Drawings. The Contractor shall not proceed with any portion of the Work in areas where right of way, easements or rights of entry have not been acquired until the Engineer certifies to the Contractor that the right of way or easement is available or that the right of entry has been received. If the Contractor is delayed due to acts of omission on the part of the Contracting Agency in obtaining easernem, rights of entry or right of way, the Contractor will be entitled to an extension of tune. The Contractor agrees that such delay shall not be a breach of contract. Each property owner shall be given 48 hours notice prior to entry by the Caaracw. This includes entry onto easements and private property where private improvements must be adjusted.. The Contractor shall be responsible for providing, without expense or liability to the Contracting Agency, any additional land and access thereto that the Contractor may desire for temporary construction facilities, storage of materials, or other Contractor needs. However, before using any private property, whether adjoining the Work or not, the Contractor shall file with the Engineer a written permission of the private property owner, and, upon vacating the premises, a written release from the property owner of each property disturbed or otherwise interfered with by reasons of construction pursued under this contract. The statement shall be signed by the private property owner, or proper authority acting for the owner of the private property affected, stating that permission has been granted to use the property and all necessary permits have been obtained or, in the case of a release, that the restoration of the property has been satisfactorily accomplished. The statement shall include the parcel number, address, and date of sire. Written releases must be filed with the Engineer before the Completion Date will be established. SECTION 1 -07.26 (APWA) IS REVISED BY C�NGING ALL. REFERENCES TO -COMMISSION THE SECRETARY" OR "STATE" TO READ "CONTRACTING AGENCY. " SECTION 1 -07.27 (APWA) IS REVISED BY CHANGING ALL P:EFERENCES TO "STATE" OR "SECRETARY" TO READ "CONTRACTING AGENCY." 1 -08 Prosecution and Progress SECTION 1 -08.1 IS DELETED AND REPLACED BY THE FOLLOWING: 1 -08.1 Preliminary Matters (APWA) 1 -08.1(1) Preconstructign Conference (APWA The Engineer will furnish the Contractor with up to 10 coojes of the Contract Documents. Additional doMnents may be furnished upon request at the cost of teprodutxion. Prior to undertaking each part of the Work the Contractor shall carefully study and compare the Contract Doarments and check and verify pertinent figures shown therein and all applicable field measurements. The Contractor shall promptly report in writing to the Engineer any conflict, error or djscr*ancy which the Contractor may discover. After the Contract has -been executed, but prior to the Contractor beginning the Work, a preconstruction conference will be held between the Contractor, the Engineer and such other interested parties as may be invited. The purpose of the preconstruction conference will be: 1. To review the initial progress schedule; 2. To establish a working understanding among the various parties associated or affected by the Work; 3. To establish and review procedures for progress payment, notifications. approvals, submittals, etc.; 4. To establish normal working hours for the Work; 5. To review safety standards and traffic control; and 6. To discuss such other related items as may be pertinent to the Work. The Contractor shall prepare and submit at the preconstruction meeting the following: 1. A breakdown of all lump sum items; 2. A preliminary schedule of working drawing submittals; and 3. A list of material source for anoroval if applicable. 4. A Project Schedule. 1 -08.1(2) Subcontracting (APWA) Work done by the Contractor's own organization shall account for at least 30 percent of the Awarded Contrad Price. Before computing this percentage however, The Contractor may subtract (from the Awarded Contract Price) the costs of any cted work on items the contract provisions specifically desjgnates maw+ be first excluded from the Awarded Contract Price. The Contractor shall not subcontract work regardless of tier unless the Engineer approves in writing Each request to subcontract shall be on the form the Engineer provides. If the Engineer requests the Contractor shall provide proof that the subcontractor has the experience ability, and equipment the work requires. Each subcontract shall contain a provision which teo ites the subcontractor to comply with Section 1-07.9 and to furnish all certificates submittals and statements required by the Contract Documents. Along with the request to sublet the Contractor shall submit the names of any contracting firms the subcontractor proposes to Page -SP -12 Revision Date: May 19, 1997 J �i_ l C! L j i I� rl 1-08 Prosecution and Progress 1 -08 Prosecution and Progress use as lower tier subcontractors. Collectively, these lower tier subcontractors shall not do work that exceeds 25 percent of the total amount subcontracted to a subcontractor. When a subcontractor is responsible for construction of a specific structure or structures the following work may be performed by lower tier subcontractors without being subject to the 25 percent limitation: 1 Furnishing and driving of piling, or 2 Furnishing and installing concrete reinforcing and post - tensioning tied Except for the 25 pemew limn. lower tier subcontractors shall meet the same requirements as subconoactort. The Engineer will approve the request only if satisfied with the proposed subcmmtractor's prior record equipment, experience, and ability to perform the work Approval to subcorm= shall not: 1 Relieve the Contractor of any responsibility to carry out the COMM. 2 Relieve the Contractor of any obligations or liability under the conaw and the Contractor's bond, 3 Create any contract between the Contracting Agency and the suboutraclor, or 4 Convey to the subcontractor any rights against the Contracdag Agency. The Contracting Agency will not consider as subconntractim: (1) purchase of sand, gravel crushed stone. crushed slag, batdbed concrete agoUstes ready mix concrete, off-site fabricated Dual steel. odieroff -site fabricated items, and any otber The Conaaaw dnfl certify to the actual amounts paid to any phadimaZ4 b moi ty or Wonnen's Business EmxPnses firms drat were �, manufacturers, regular dealers, or service providers on the contract. This certification shall be supplied with the Final Application for Payment on the form provided by the Engineer. If dissatisfied with any part of the subcontracted work. die Engineer may request in writing that the subcontractor be removed. The Contractor shall comply with this request at once and shall not employ the subcontractor for any further work under the contract. 148.1 Hours of Weak (APWA) Except in the case_ of emergency or unless otherwise approved I_f a Contractor desires to perform work on nonuayb, Sawrdays Sundays or before 7.00 a.m. or after 6:00 p.m. on any day, the Contractor shall apply in writing to the Engineer for permission to work such times Permission to work longer than an 8 -hour period between 7.00 a.m. and 6:00 p.nt. is not required. Such requests shall be submitted to the Engineer no later than noon on the working day prior to the day for which the Contractor is requesting permission to work. Permission to work between the hours of 10:00 o m, and 7.00 a.m. during weekdays and between the hours of 10.00 p.m. and 9:00 a.m. on weekends or holidays may also be subetct to noise control requirements. Approval to continue work duiritig these hours may be revoked at any time the Contractor exceeds the Contracting Agency's noise control regulations or complaints are received from the public or a(Wirnng property owners regarding the noise from the Contractor's operations. The Centime shall have no claim for damages or delays should such permission be revoked for these reasons. Permission to work Saturdays, Sundays, holys or other than the agreed upon normal straight time wonting hours Monday through Friday may be given subject to certain other conditions set forth by the Contracting Agency or Engineer. Timse conditions may include but are not limited to: requiting the Engineer or such 1- OS•1(4) Reimbursement for Overtime Work of The Contractor by these SpectFitxtions Goes nawr EUUA,.. the Engineer to deduct such costs from the amount due or to become due the Contractor. SECHON .1 -08.4 IS DELETED AND REPLACED BY TW FOLLOWING: 1-08.4 Notice to Proceed and Prose Melon of the Work (AIWA) completion of the work There shall be no voluu►a.4 -�-° -- - slowing of operations by the Contractor wit=`;.."' p^^' snproyal of the Engineer. Such approval shall not relieve the Contractor nom the Contractual • obligation to complete the _work wtthin the prescribed Contract Time. Page -SP -13 Revision Date: May 19, 1997 1-09 Measurement and Payment 1 -09 Measurement and Pa ymnent SECTION 1 -08.5 IS DELETED AND REPLACED WITH THE FOLLOWING: 1-08.5 'lime For Completion (Contract Tillie) (APWA, The Work shall be physically completed in its entirety within the time specified in the Contract Documents or as extended by the Engineer. The Contract Time will be stated in "working days ", shall begin on the Notice To Proceed Date, and shall end on the Contract Completion Date. A nonworking day is defined as a Saturday, a Sunday, a day on which the contract specifically suspends work, or one of these holidays: January 1, emorial Day, July 4, Labor Day, November 11, Thanksgiving Day, the day after Thanksgiving, and Christmas Day. When The day before Christmas shall be a holiday when Christmas Day occurs on a Tuesday or Friday. The day after Christmas shall be a holiday when Christmas Day occurs on a Monday, Wednesday, or Thursday. When Christmas Day oaairs on a Saturday, the two preceding working days shall be observed as holidays: When'Christmas day occurs on a Sunday, the two working days following shall be observed as holidays. When holidays other than Christmas fall on a Saturday, the preceding Friday will be counted as a non - working day and when they fall on a Sunday the following Monday will be counted as a Lion - working day. The Contract Tine has been established to allow for periods of normal inclement weather which, from historical The Engineer will furnish the Contractor a weekly report showing (1) the number of working days charged against the Cormn= Time for the preceding week; Cl) the Contract Time in working days; (3) the number of working days remaining in the Corer= Time; (4) the number of nonworking days; and (5) am partial or whole days the Engineer declared unworkable . the previous week. This weekly report will be correlated with the Contractor's current approved progress schedule. If the Contractor elects to work 10 hours a day and 4 days a week (a 410 schedule) and the fifth day of the week in which a 4-10 shift is worked would ordinarily be charged as a working day then the fifth day of that week will be charged: as a working day whether or not the Contractor works on that day. The Contractor will be allowed 10 calendar days from the date of each report in which to file a written protest of an alleged discrepancy in the Contract Time as reported. Otherwise, the report will be deemed to have been accepted by the Contractor as correct. The requirements for scheduling the Final Inspection and establishing the Substantial Completion, Physical Completion and Completion Dates are specified in Sections 1 -05.11 and 1 -05.12. SECTION I -08.9 IS REVISED PER SECTION 1 -05.11. 1 -08.10 Termination of Contract (APWA) SECTION 1 -08.10(1) IS SUPPLEMENTED BY REVl.41)yr ALL r REFERENCES TO 'STATE TREASURER, DEPARTsING n TRANSPORTATION" IN THE LAST SENTF,IVCE PARAGRAPHS Tb READ 'CONTRACTING AGENCY, " SECTION 1 -08.11 IS A NEW SECTION: 1 -08.11 Contractor's Plant and Equipment (RC) The contractor alone shall at all times be responsible for the adequacy, efficiency, and sufficiency of his and his subcontractors plant and equipment. The Owner shall have the right to make ua• of the contractor's plant and equipment m the performance of any work on the site of the work. 1 -08.12 Attention to Work (RC) The contractor shall give his personal attention to and shall supervise the work to the end that it shall be prosecuted faithfully, and when he is not personally present on the work site, he shall at all times be represented by a competent superintendent. who shall have full authority to execute the same, and to supply materials, tools, and labor without delay, and who shall be the legal representative of the contractor. The contractor shall be liable for the faithful observance of any instructions delivered to him or to his authorized representative. 1 -09 Measurement and Payment SECTION 1 -093 IS SUPPLEMENTED BY ADDING THE FOLLOWVVG. 1-09.1 Measurement of Quantities (RC) Where items are specified to be paid by the ton the following system will be used: Each truck shall be clearly numbered to the satisfaction of the 4. Net load weight (stamped at source). 5. Driver's name and date. Page -SP -14 Revision Date: May 19, 1997 EII F-1 Fil Fll�' r� 1 1 1 1 �rl u L1 I� i 1-09 Measurement and 6. Location for delivery. 7. Pay item number. 8. Contract number and/or name. The Contractor shall submit a breakdown of costs for each Jump sum Bid Item The breakdown shall list the items included in the lump sum together wide a unit price of labor, materials and equipment for each item. The summation of the detailed unit prices or each item shall add up to the lump stun Bid. The unit pries values may to used as a guideline for determining progress paymggs or deductions or additions in payment for ordered work changes The detailed test breakdown of each lump sum item shall be submitted to the Engineer prior to the Preconstctxxion Conference. SECTION 1-09.2 (APWA) IS SUPPLEMENTED BY REVISING All REFERENCES TO `MATERIAL RECEIVER" TO READ 'ENGINEER' S8CHON 1-09.3 IS SUPPLEMENTED BY ADDING THE POLLOWING: 1.09,3 Scope of Payment (APWA, RQ by the Catrtractot and the WOM is sot sumo -as uirauaw w vg itiadeaad to a pay loan in the contract and is not work that would be required to complete the intern of the Contract per Saxion 1- 04 I, then paymag for that Work will be made as for Extra Work pocwant to a Change Order. The words'Bid Item " "Carmact Item," and "Pay Item," and sntular tarts used throutdmit - the Contract Doamiaxs are Contracting Agency storage site wnen 2Mv1aea .w' u. ,,,- Specifications Payment for material 'furnished.' but not yet utoorporated into the Work may be made on monthly estimates to the extent allowed. SECTION 1-09.8 (APWA) IS SUPPLEMENTED BY REVISING ALL REFERENCES TO agxA - UARTERS' MATERIAL 1 -09 Measurement and LABORATORY" TO READ "CONTRACTING AGENCY'S MATERIAL LABORATORY. " SECTION 1 -09.9 IS DELETED AND REPLACED BY THE FOLLOWING: 1 -09.9 Payments (APWA) 1 -09.9(1) Progress Payments (APWA) Progress payments for completed work and material on hand will be based upon progress estimates prepared by the Engineer. A progress estimate altoff date wlll be established at the preconstniction meeting. Within 3 days after the progress estimate cutoff date (but not more often than once a month) the Contractor shall submit to the Engineer for review an Application for Payment, filled out and signed by the Contractor, covering the work completed prior to the progress estimate cutoff date. The Application for Pavmatt shall be accompanied by station supporting the Contractor's Application for Payment. If payment is requested for materials and egukwient not incorporated in the work, but delive sW and stored at =moved sites purstum to the Contract Documents, the Application for Payment shall be accompanied by a bill of sale, invoice, or other documentation warmatma that the Contractor has received the materials and egmpnuw aid evidence that the materials and egumment are covered by appropriate inwran a or other arrangements to protect the Engineer's interests the vein. The initial progress estimate will be made not later than 30 days after the Contractor commences the Work., and Suasive progress estimates will be made every month thereafter until the Completion Date Progress estimates made during progress of the Work are tentative and made only for the purpose of deteraimmg progress payment The progress estimates are subject to change at any time prior to the calculation of the Final Payment -per Section 1-09.9(4). The value of the progress estimate will be the sum of the following: 1 Unit Price Items in the Bid Form — the approximate quantity of acceptable units of Work completed multiplied by the Unit Price. 2 Lump Sum Items in the Bid Form --the estimated percentage complete multiplied by the Bid Forms amount for each Lump Stan Item. 3 Materials on Hand 90 t of invoiced cost of material delivered to Job site or other storage sees approved by the Engineer. 4 Change Orders — entitlement for atiproved extra cost or completed extra work as determined by the F,ngmeex. Progress payments will be made m accordance with the progress estimate less: 1 Five (5) percent for retained peTM> e v made. 2 The amount of Progress Payments prenousl_ for 3 Funds withheld by the Contracting Age disbursemecic in accordance with the Contract Docamle'u• evidence progress payments for work performed shall of acceptable performance or a- admission by the Contracting Agency that any work has bee- satisfactorily completed. Payments will be made by wawa -ts issued pv me Contracting Agency's fiscal officer, against the appropriate fund for the project Payments received on account of work performed subcontractor are subject to the provisions of RCW 39.04.250. IF Page -SP -15 Revision Date: May 19, 1997 1-09 Measurement and Payment 1 -09 Measurement and Payment 1-09.9(2) Retainage (APWA,RCZ Pursuant to RCW 60.28 there will be retained from monies earned by the Contractor on progress estimates a sum not to exceed 5 percent of the monies earned by the Contractor. Such retainage shall be used as a trust fund for the protection and payment (1) to the State with respect to taxes imposed pursuant to Title 82, RCW which may be due from such Contractor, and (2) the claims of any person arising under the Contract. Monies reserved under provisions of RCW 60.28 shall, at the option of the Contractor, be: 1. Retained in a fund by the Contracting Agency. 2. Deposited by the Contracting Agency in an interest - bearing account in a bank, mutual savings bank, or savings and loan association (interest on monies so retained may be paid to the Contactor). 3. Placed in escrow with a bank or trust company by the Contacting Agency. When the monies reserved are to be placed in escrow the Contracting Agency will issue a check represamting the sum of the monies reserved payable to the bank or trust company and the Contractor jointly. Such check shall be converted into bonds and securities chosen by the Contractor and approved by the Co aacting Agency - and the bonds and securities bad in escrow. Interest on the bonds -and securities may be paid to the Contractor as the interest accrues. The Contractor shall designate the option desired ea-41w at least 10 working days prior . to the first progress payment for the contract. The Contractor in choosing option Q) or (3) agrees to assume full responsibility to pay all costs which may accrue from esmm services, brokerage charges or both, and further agrees to assume all risks in connection with the investment of the retained peicenages in securities. The Contracting Agency may also, at its option, accept a bond for all or a portion of the contractor's retaitnge. Release of retained percentage will be made 60 days following the Completion Date (pursuant to RCW 39.12, RCW 39.76, and RCW 60.28) provided the following conditions are met: 1. On contracts totaling more than $20,000.00, a release has been obtained from the Washington State Department of Revenue (RCW 60.28.051). 2. No claims, as provided by law, have been filed against the retained percentage. 3. Affidavit of Wages Paid is on file with the Contracting Agency for the Contractor and all Subcontrac tors regardless of tier (RCW 39.12.040). In the event claims are filed the Contractor will be paid such retained percentage less an amount sufficient to pay any such claims together with a sum determined by the Contracting Agency sufficient to pay the cost of foreclosing on claims and to cover attorney's fees. Retainage will not be reduced for any reason below the m_ inimum limit provided by law. Pursuant to Section 1-07.10, the Contractor is responsible for submitting to the State L&I a "Request for Release' form in order for the Contracting Agency to obtain a - release from that department with respect to the payments of industrial insurance medical aid premiums. The Contracting Agency will existire the Washington State Employment Security Department and any applicable Contracting Agency department or organization are notified of Contract completion in order to obtain releases from those departments or agency organizations. 1- 09.9(3) Contracting Agency's 3 3,ht to Wittiti,,,., and Disburse Certain Am( ttgats APWA) In addition to icings retained Pursuant to RCW 60.2g and subject to RCW 39.04.250, RCW 39.12, and RCW 39.76 the Contractor authorizes the Engineer to . wrthlmold . progress PaYMents due or deduct an amount from any paymamt or DavmeMC due the Contractor which, in the Engineer's opmmn, may be a to cover the Contracting Agency's costs for .or to remedy &e - following situations. 1. Damage to another contractor when there is evidence thereof and a claim has been filed. 2. Where the Contractor has not paid _L4-charges to public authorities or municipalities which the Contractor obligated to pay. 3. Utilizing material, tested and inspected by the ftineer, for purposes not connected with the Work (Section 1-05.6) 4. Landscape.damage assessments per Section 1-07.16. S. For overtime work performed by City personnel per Section 1- 08.1(4). 6. Anticipated or actual failure of the Contractor to complete the Work on time: per day set forth is Contract Documents multiplied by the number of days the Contractor's approved progress schedule, in the opinion of the Engineer, indicates the Contract may exceed the Contract Time. 7. Failure of the Contractor to perform any of the Contractor's other obligations under the contract, including but not limited to: a. Failure of the Contractor to provide the Engineer with a field office when required by the Contract Provisions. b. Failure of the Contractor to protest survey stakes, markers, etc., or to provide adequate survey work as required by Section 1-055. c. Failure of the Contractor to correct defective or unauthorized work (Section 1 -05.8) d. Failure of the Contractor to furnish a Manufacture's Certificate of Compliawe in lieu of material testing and inspection as required by Section 1 -06.3. e. Failure to submit wtekly payrolls Intent to Pay. Prevailing Wage forms, or correct underpayment to employees of the Contractor or subcontritctor of any tier as required by Section 1 -07.9. L Failure of the Contractor to pay worker's benefits (Title 50 and Title 51 RCW) as required by Section 1- 07.10. this 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 p protested such disbursement. Page -SP -I6 Revision Date: May 19, 1997 0 U- H 1", 0 Li �1 11 �l l l 1-09 Measurement and Payment • 1 -09 Measurement and Payment A proper accounting of all funds disbursed on behalf of the Contractor in accordance with this section will be trade. A payment made pursuant to this section shall be considered as paymat made under the terms and conditions of the Contract. The Contracting Agency shall not be liable to the Contractor for such payment trade . in good faith. If legal action is instituted to determine the validity of the claims prior to expiration of the 15-day period mentioned above, the Engineer will hold the funds until determination of the action or written settlement agreement of the parties. 1-09.90 Final Payment (APWA) Upon Acceptance of the Work by the Contracting Agency the fuel amount to be paid the Contractor will be calculated based upon a Froal Progress Estimate made by the Engineer. Acceptance by the Contractor of the Final Payment shall be and shall operate as a release: 1 to the Contracting Agency of all claims aid all liabilities of the ContrUM other than claims in stated amounts as may be speeffically excepted in writing by the Contractor: 2 for all dqM done or furnished in connection with the 3 for every act and neglect by the Contracting Agency: and 4 for all other claims and liability relating to or Mising out of the work. .. Specifications. If the Contractor fails refuses or is unable to sign and return Are Foal Progress Fstimate or any other doaiments recurred for ire fuel acceptance of the contract the Contracting Agency reserves the right to establish a completion date and unilaterally accept the contract. Unilateral acceptance will ooarr only after the unilaterally accept the contract will apply to contracts mat are completed in accordance with Section 1-08.5 or for contracts that are terminated in accordance with Section 1-08.10. Unilateral acceptance of the contract by the Contracting Agency does not in any way relieve the Contractor of the provisions under contract or of the responsibility to comply with all laws, ordinances and a.— regulations — Federal, State, or local — that affect the contract. The date the Contracting Agency unilaterally signs the Final Progress Estimate constitutes the final acoerxaihce date (Section 1- 05.12). 1 -09.11 Disputes and Claims SECTION 1 -09.11(2) IS REVISED AS FOLLOWS. 1- 09.11(2) Claims (APWA) Failure to submit with the Final Application for Payment iM—nal ch information and details as described in this section for any claim shall operate as a waiver of the claims by the Contractor as provided in Section 1-09.9. SECTION 1 -09.11(3) IS DELETED AND REPLACED BY THE FOLLOWING. 1- 09.11(3) TSmeLWtations and Jurisdiction (AMA) brought within 180 days from the date of Final Acceptance of the contract by the Contrading Agency. The =ties undet%tand and agree that the Contractor's failure to bring suit within the time period provided shall be a complete bar to any such claims or causes of action. It is further mutually agreed by the parties that when any claims or causes of action which a Contractor asserts against the Contracting Agency arising from this contract are filed -with the Contracdng Agency or initiated in court, the Conhactor shall permit the Contracting Agency to have timely access to any records deemed necessary by the Contracting Agency to assist in evaluating the claims or actions. 1 -09.13 Arbitration SECTION 1 -09.13(2) (RC) IS SUPPLEMENlBD BY REPLACING ALL REFERENCES TO "THIIR.STON co17NTY' WITH THE WORDS "SING COUNTY. " SECTTON 1 -09.13(3) IS SUPPLEMENTED BY ADDING: t-M 11M Prnonrizn-pc to Pursue Arbitration (RQ thereof; 3 Is arbitrary and/or is not based upon the applicable facts and the law controlling the issues submitted to arbitratron. The board of arbitrators shall support its decision by setting forth in writing their findings and conclusions based on the evidence adduced at any such hearing. Page -SP -l7 Revision Date: May 19, 1997 No 1 -10 Temporary Traffic Control 1 -10 Temporary Traffic Control The arbitration shall be conducted in accordance with the statutes of the State of Washington and court decisions governing Such procedure. The costs of such arbitration shall be borne equally by the City and the contractor unless it is the board's majority opinion that the contractor's filing of the protest or action is capricious or without reasonable foundation. In the latter case, all costs shall be borne by the contractor. 1 -10 Temporary Traffic Control SECTION 1 -10.1 IS SUPPLEMENTED BY ADDING THE FOLLOWING: 1 -10.1 General Whed the bid proposal includes an item for 'Traffic Control.° the work required for this item shall be all items described in Section 1 -10, including, but not limited to: 1. Furnishing and maintaining barricades, flashers, construction signing and other channelization devices, unless a pay item is in the bid proposal for am spec device and the Special- Provisions specify furnishing, maintaining, and payment in a different manner for that device; 2. Furnishing traffic control labor, equipment, and supervisory personnel for all traffic control labor: 3. Furnishing any necessary vehicle(s) to set up and remove the Class B construction signs and other traffic control devices' 4. Furnishing labor and vehicles for patrolling and maintaining in position all of the construction signs and the traffic control devices, unless a pay item is in the bid proposal to specifically pay for this work; and S. Furnishing labor, material, and equipment necessary for cleaning up, removing, and replacing of the construction signs and the traffic control devices destroyed or damaged during the life of the proiect. 6. Removing existing signs as specified or a directed by the engineer and delivering to the City Shops or storing and re- installing as directed by the Engineer. 7. Preparing a traffic control plan for the project and designating the person responsible for traffic control at the work site. - =The traffic control plan shall include descriptions of the traffic control methods and devices to be used by the prime contractor, and subcontractors, shall be submitted at or before the preconstruction conference and shall be subject to review and approval of the Engineer. 8. Contacting police, fire, 911, and ambulance services to notify them in advance of any work that will affect and traveled portion of a roadway. 9 . Assuring that all traveled portions of roadways are open to traffic during peak traffic periods, 6:30 a.m. to 8:30 a.m. and 3:00 p.m, to 6:00 p.m., or as specified in the special provisions, or as directed by the Engineer. 10. Promptly removing or covering all nonapplicable signs during periods when they are not needed. If no bid item 'Traffic Control" appears in the proposal then all work required by these sections will considered incidental and their cost shall be included in the other items of work. If the Engineer requires the Contractor to furnish add Quluonal channelizing devices, pieces of equipment, or serviced which wa could not be usually anticipated by a prudent contractor f L maintenance and protection of traffic, then a new rth., ., a:. "" .• ••. ucuiS may be established to pay for such items. Further limitatio for consideration of payment for these items are that thtw . covered by other pay items in the bid proposal. tt„m.. are `�"` WG IWI specified in the Special Provisions as incidental and they accumulative cost for the use of each individual izin device, piece of equipment, or service must exceed tam in total cost for the duration of their need. In the event of d the Engineer will determine what is usually anticipated pro s contractor. The cost for these items will be by aereed price price established by the Engineer, or by force account. Additi_enai item, required as a result of the Contractor's modification to the t c control plan(s) appearing in the contract shall not be covered by the provisions in this paragraph. If the total cost of all the work under the contract increases or decreases by more than 25 percent an equitable adiusttnent will be considered for the item "Traffic Control" to address the increase or decrease. SEC770N 1- 10.2(1) TRAFFIC CONTROL SUPERVISOR IS REVISED AS FOLLOWS 1- 10.2(1) Traffic Control SupervisorLRQ' (SA) Siigei;iser: =Tthe Contractor shall designate an individual or individuals to perform the Traffic Control Supervisor's (ws) duties for the project. The TCS shall be certified inns -a wodcsite traffic control The TCS shall assure that per#bFm all the duties of the TCS are performed during the duration of the contract. 7. Ensuring that corrections are made if traffic control devices are not functioning as required. The TCS may make minor revisions to the traffic control plan to accommodate site conditions as long as the original intent of the traffic control plan is maintained and the revision is in conformance with established standards. Possession of a current flagging card by the TCS is mandatory. SECTION 1- 10.2(2) IS SUPPLEMENTED AS FOLLOWS: 1- 10.2(2) Traffic Control Plans RC The Contractor shall be responsible for assuring that traffic control is installed and maintained in conformance to established standards. The Contractor shall continuously evaluate the operation of the traffic control plan and take prompt action to correct any problems that become evident during operation. SECTION 1- 10.3(3) HAS BEEN REVISED AS FOLLOWS: 1- 10.3(3) Cons(ruction Signs All signs required by the approved traffic control plan(s) as well as any other appropriate signs prescribed by the Engineer,'or required to conform with established standards will be furnished by th Contractor. r_- Page -SP -18 Revision Date: May 19, 1997 1 1 -11 Renton Surveying Standards 1 -11 Renton Surveying Standards I n J it J 1 0 I � J No separate pay item will be provided in the bid proposal for Class A or Class B construction signs I adwr—costs for the work to provide Class A or Class B construction signs shall be included in the unit contract price for the various other items of the work in the bid proposal. SECTION 1- 10.3(6) IS REVISED AS FOLLOWS: 1- 10.3(6) One -Way Piloted Traffic Control Through Construction Zone 80 G-AtMl �acraatcai. C,ontractowFWnished One -Way Piloted Traffic Control. The Contractor shall furnish the pilot car(s) and driver(s) for the pilot car control area Any necessary Baggers shall be furnished by the Mated Mraffic Contractor w DELI= SECTION 1 -10.4 AND REPLACE WITH.• 1 -10.4 Measurement (RC) (SA) No specific unit of measurement will apply to the lump sum item of "Traffic Control". SEC77ON 1I&S IS REVISED AND SUPPLEMENTED AS FIOLT.OWS. 1 -10.S Payment (RC) payment for ail labor, material, and equipment described in Section 1 -10 will be made in accordance with Section 1 -04.1, for the following bid items when dwY an ncluded in the proposal: 'Tmff a Control," lump mm. Tire lump stun contract price shall be full pay for all costs not covered by o(ber specific pay items in the bid proposal for turaishirta ins jng maintaining and removing traffic control devices required by the contract and as directed by the Engineer in Conformance with accepted standards and in such a manner as to maximize safety, and minimize disruption and hiconvemewe to the _mil. Progress payment for the lump sum item "Traffic Control" will be made as follows: a Wliat the initial warning signs for the beginning of the project and the end of constriction signs are installed and approved by the Emineer 30 percent of the amount bid for the item will be paid. b payment for the remaining 70 percent of the amount bid for the item will be paid on a prorated basis in accordance with the total job progress as determined by progress payments. The item "Traffic Control" will be considered for an egujtable adjustment per Section 1-04.6 only when the total Contract rim increases or decreases by more than 25 percent. The Lump Sum wtU contract price PoWww-shall be lull pay for all costs involved in furnishing the pilot car(s), pilot car driver(s), and the appropriate pilot car sign(s) for any anapilot car operation. Any necessary flaggers will be paid under the item for traffic controlasbac. .. The Lump Sum tacit contract price per4ww_sha1l be full pay for all costs for the labor provided for performing those construction operations described in Section 1- 103(1) and as authorized by the Engin n bo The Lump Sum trait contract price laes..cqum fggs-of panel- aces -shall be full pay for all costs for performing the work described in Section 1- 103(3) and Section 1- 103(4). This payment will include all labor, equipment, and vehicles necessary for the initial acquisition, the initial installation of Class A signs, and ultimate return of all Contracting Agency. furnished The Lump Sum tacit contract price pec-dsg.shall be full pay for all costs involved in fivaishing the persons) assigned as the "Traffic Control Supervisor" All costs for the vehicles) required for the Traffic Control Supervisor shall be included in the Lump Sum trait contract price for "Traffic Control- Stipowsim" n be paid WA for. th.c ;tam *91 W paid on a pr-Gatcd-b. -sic 'A " The Lump Sum 4aii -- 00ntract price shall be full pay for all costs involved in furnishing the vehicle or vehicles for the work described in Section 1- 10.3( -of " 1,abac" 1-11 Renton Surveying Standards 1 11 1(1) Responsibility for surges C under die All surveys and survey reports shall be prepared direct supervision of a person registered to lames under the provisions of Chapter 18-43 RCW. m accorda= All surveys and survey reports shall be prepared on for with the requirements established by the Board of AMER ."W'" professional Englneers and Land Surveyors under the provmom of Chapter 18.43 RCW. 1- Page -SP -19 Revision Date: May 19, 1997 1 -I1 Renton Surveying Standards 1 -11 Renton Surveying Standards 1- 11.1(2) Survey Datum and Precision (RC) The horizontal component of all surveys shall have as its coordinate base: The North American Datum of 1983/91. All horizontal control for proiects must be referenced to or in conjunction with a minimum of two of the City of Renton's Survey Control Network monuments. The source of the coordinate values used will be shown on the survey drawing per RCW 58.09.070. The horizontal component of all surveys shall meet or exceed the closure requirements of WAC 332 - 130-060. The control base litres for all surveys shall meet or exceed the requirements for a Class A survey revealed in Table 2 of the Minimum Standard Detall Requirements for ALTAIACSM Land Title Surveys jointly established and adopted by ALTA and ACSM in 1992 or comparable classification in future editions of said document. The angular and linear closure and precision ratio of traverses used for survey control shall be revealed on the face of the survey drawing, as shall the method of adiustment. The horizontal component of the control system for surveys using global positioning system methodology shall exhibit at least 1 part in 50,000 precisltsn in line length dependent error analysis at a 95 percent confidence level and performed pursuant to Federal Geodetic Control Subcommittee Standards for GPS control surveys as defined in Ge~nc Geodetic Acauncy Standards do SnecU!cationtr for Using GPS Relative Positioning Ted niputs dated August 1, 1989 or comparable classification in future editions of said document. The vertical component of all surveys shall be based on NAVD 1988, the North American Vertical Datum of 1988, and tied io at least one of the City of Renton Survey Control Network benchmarks. If there are two such benchmarks within 3000 feet of the project site a tie to both shall be made. The benchmark(s) used will be shown on the drawing. If a City of Renton benchmark does not exist within 3000 feet of a proiect, one must be set on or near the project in a permanent manner that will remain intact dnrOUighout the duration of the proiect. Source of elevations (bendunark) will be shown on the drawing, as well as a description of any bench marks established. 1- 11.103) Subdivision Information (RC) Those surveys dependent on section subdivision shall reveal the controlling monuments used and the subdivision of the applicable quarter section. Those surveys depandent on retracenent of a plat or short plat shall reveal the controlling monuments, measurements, and mretiiodology used in that retracement. 1- 11.1(4) Field Notes (RC) Field notes shall be kept in conventional format in a standard bound field book with waterproof pages. In cases where an electronic data collector is used field notes must also be kept with a sketch and a record of control and base line traverses describing station occupations and what measurements were made at each point. Every point located or set shall be identified by a number and a description. Point numbers shall be unique within a complete job. The preferred method of point numbering is field notebook, page and point set on that page. Example: The first point set or found on page 16 of field book 348 would be identified as Point No. 348.16.01, the second point would be 348.16.02, etc. Upon completion of a City of Renton project, either the field notebook(s) provided by the City or the original field notebook(s) used by the surveyor will be given to the City. For all other work surveyors will provide a copy of the notes to the City upon request. In those cases where an electronic data collector is used a hard copy print out in ASCII text format will accompany the field notes- 1-11.1(5) _Corners and Monuments (RC) Conner A point on a land boundary, at the iutxxu_M of two or more boundary lines. A monument is usually set at such Raints physically reference a corners location on the ground. Monument Any physical obiect or structure of record wbic , marks or accurately references: • A corner or other survey point established by or iinder the supervision of an individual per section 1- 11.1(1) and an y corner or monument established by the General Land Office and its successor the Bureau of Land Management including section subdivision corners down to and mcl inv one- sixteenth: comers: and • Any permanently monume ited boundary, right of way alignment, or horizontal and vertical control points established by any governmental agency or private surveyor including street intersections but excluding dependent interior lot 1- 11.1(6) Control or Base Line Surry Control or Base Line Surveys shall be established for Al construction proiectc that will create permanent structures such as roads, sidewalks, bridges, utility lines or appurtenances, signal or light poles, or any non- single family building. Control or Base Line Surveys shall consist of such number of permanent monuments as are required such that every structure may be observed for staking or "as- builting" while occupying one such monument and sighting another such monument. A minimum of two of these permanent monuments shall be existing monuments. recognized and on record with the City of Renton. The Control or Base Line Survey shall occupy each monument in turn, and shall satisfy all applicable requirements of Section 1 -11.1 herein. The drawing depicting the survey shall be neat, legible, and drawn to an appropriate scale. North orientation should be clearly presented and the scale shown graphically as well as noted. The drawing must be of such quality that a reduction thereof to one -half original scale retrains legible. If recording of the survey with the King County Recorder is required, it will be prepared on 18 inch by 24 inch mylar and will comply with all provisions of Chapter 58.09 RCW. A photographic molar of the drawing will be submitted to the City of Renton and, upon their review and acceptance per the sae. c requirements of the proiect the original will be recorded with the King County Recorder. If recording is not required the survey drawing shall be prepared on 22 inch by 34 inch molar, and the original or a photographic molar thereof will be submitted to the City of Renton. The survey drawings shall meet or exceed the requiiternent -0 WAC 332 - 130-050 and shall conform to the City Of Renton -s Drafting Standards American Public Works Association symbols shall be used whenever possible and a legend shall identi all symbols used if each point marked by a symbol is not described at each use. An electronic listing of all principal points shown on the drawing shall be submitted with each drawing The listing should include the point number designation (corresponding with that in the field notes) a brief description of the point and northing. casting, and elevation (if applicable) values. all in ASCII format, on IBM PC compatible media. Page -SP -20 Revision Date: May 19, 1997 R U11- 0 0 F, fl J i� i I L-A i.l iI 1 -11 Renton Surveying Standards 1 -11 Renton Surveying Standards 1 -11.10 Precision Levels (RC) Vertical Surveys for the establishment of bench marks shall satisfy all applicable requirements of section 1 -05 and 1 -11.1. Vertical surveys for the establishment of bench marks shall mat or exceed the standards specifications and procedures of third order elevation accuracy established by the Federal Geodetic Control Committee. Bench marks must possess both pernuanence and vertical stability. Descriptions of bench marks must be complete to insure both reeoverablilty and positive identification on recovery. 1-11.1(8) Radial and Station — Offset Topography Topographic shall satisfy all applicable requirements of section 1 -11.1 herein. All points occupied or back sighted in developing radial k"gu oy or establishing basdines for station — offset topogr ft :hall mat the requirements of section 1 -11.1 herein. The lowing and electronic listing requirements set forth in section 1 -11 1 herein shall be observed for all topographic surveys. 1-11.1(10) Station - -Offset Topography (RCS Elevations of the baseline and topographic points shall be detamined by spirit leveling and shall satisfy Federal Geodetic CMM Committee speraficationu as to the tan points and shall not exceed 0.1 foot's error as to side shots. 1- 11.1(11) As -Built Survey (RC) The drawing and electronic casting requiremens see IOM m section 1-11.1(6) herein shall be observed for all 'as- built" surveys. 1- 11.1(12) Monument Setting and Referen�n¢ �C) All property or lot corners, as defined in 1-11.1 r� established or reestablished on a plat or other recorded surge shah be referenced by a permanent marker at the corner point per i 11.2(1). In situations where such markers are impractical or in danger of being destroyed, e.g., the front corners of lots a, marker shall be set. In most cases, this will be the extension of the lot line to a tack in lead in the curb. Thep—been the witness monuments and their respective corners shall be shown or described on the face of the plat or survey of record, e.e.. "Tacks m lead on the extension of the lot side lanes have been set in the curbs on the extension of said line with the curb.- In all other cases the corner shall meet the requirements of section 1 -11 2(1) herein. All non corner monuments as defined in 1- 11.1(5), shall meet the requirements of section 1- 11.2(2) herein. If the monument falls with in a paved portion of a right of way or other area the monument shall be set below the ground surface and contained within a -lidded case kept separate from the Monument and flush with the pavement surface. per section 1- 11.2(3). in the case of right of way centerline monuments all points of curvature (PC), Vents of tangency (PT). street iruetsections. center points of ail de sacs shall be set. If the point of intersection, PI, for the tangents of a carve fall within the paved portion of the right of way. a monument an be set at the PI instead of the PC and PT of the curve. with the city. 1 -11.2 Materials 1- 112(1) Proyetty/Lot Corners (RC) Comers per 1 11 1(5) shall be marked m a permanent manner such as 1/2 inch diameter rem 24 inches n durable metal plugs or caps tack in lead etc and permanently marked or tagged with the surveyor's identification number The specfic nature of the marker used can be determined -by the surveyor at the time of installation. 1- 112(2) Monuments (RC) Monuments per 1-11.1(5) shall mat the rcguirm cuts 11 1 forth in City of Renton Standard Plans page H031 and permanehtly marked or tagged with the surveyor's udenttficaton number. 1 11 2(3) Monument Case and Cover Materials shall meet the requiremen ts of section 9-22 and City of Renton Standard Phut page H031. Page -SP -2l Revision Date: May 19, 1997 2-02 Removal of Structures and Obstructions 2 -03 Roadway Excavation and Embankment Division 2 Earthwork 2-02 Removal of Structures and Obstructions SECTION 2-02.3(3) IS REVISED AND SUPPLEMENTED AS FOLLOWS. 2- 02.3(3) Removal of Pavement, Sidewalks, and Curbs RC In removing pavement, sidewalks, and curbs, the Contractor shall: 1. haul broken -up pieces to some off - project site. 1) CG*9; any*eGge bwied Within the Fi& of Way with At S. When an atta where pavement has been removed is to be opened to traffic before pavement patching has been completed temporary mix asphalt. concrete patch shall be required. Temporary patching shall be placed to a minimum depth of 2 inches immediately after backfilling and compaction are complete and before the road is opened to traffic. MC cold mix or MC hot m_ ix shall be used at the discretion of the Engineer. N pavements, sidewalks, or curbs lie within an excavation area and are not tnentioned as separate pay items, their removal will be paid for as part of the quantity removed in excavation. If they 144 a" mF tioned as a separate item in the proposal, they will be measured and paid for as provided under Section 2-02.5, and will not be included in the quantity calculated for excavation. SECTION 2-02.5 IS SUPPLEMENTED BY ADDING: 2-02.5 Paymentjg 2. "Saw Cuttina', per Lineal Foot. 3. "Remove Sidewalk'. per Square Yard. 4. "Remove Curb and Gutter', per Lineal Foot. S. 'Cold Mix per Ton 6. 'Remove As"( Concrete Pavement." per square yard. 7. "Remove Cement Concrete pavement," per square yard. 8. "Remove existing ," per All costs related-tolhe removal and disposal of structures and obstructions including saw cutting, excavation bacldilling and temporary asphalt shall be considered incidental to and included in Other items unless designated as specific bid items in the proposal 2-03 Roadway Excavation and Embankment SECTION 2 -03.3 IS SUPPLEMENTED BY ADDING THE FOLLOWING: 2-03.3 Construction Requirements (RC) Roadway excavation shall include the removal of all materials excavated from within the limits shown on the plans.- lans Suitable excavated material shall be used for embankments while surplus excavated material or unsuitable material shall be disposed of by the Contractor. Earthwork quantities and changes will be Co nl!H .1 manually or by means of electronic data processin g em.. G11`r n^�au o use of the average end area method. Any changes to the to work as directed by the Engineer that would alter thee. r;f;es shall be calculated by the Engineer and submitted to the l•`rnh, aaa.ava for his review and verification. Any excavation or embankment beyond the limits_ indicated in the Plans, unless ordered by the Engineer, shall not tie id for All work and material required to return these aurae to their original conditions, as directed by the Engineer, shall be provided by the Contractor at his sole expense. All areas shall be excavated filled and/or backfilled as necessary to comply with the grades shown on the Plane In Area and backfdled areas, fine grading shall begin during the placernenr and the compaction of the final laver. In cut sections fin, ,a dina shall begin within the final six (6) inches of cart Fug gradin shall produce a surface which is smooth and even without abrupt changes in grade. Excavation for curbs and gutters shall be accotpplished by Cutting awmtely to the cross sections grades and elevations shown. Care shall be taken not to excavate below the speeded grades. The contractor shall maintain all excavations free from detrimental quantities of leaves, brush, sticks trash and other debris until final acceptance of the Work. Following removal of topsoil or excavation• to grade and before placement of fills or base course the subgrade under the roadway shall be proofrolled to identify any soft or loose areas which may warrant additional compaction or excavation and replacement. The Contractor shall provide temporary drainage or protection to keep the subgrade free from standing water. Acceptable excavated native soils shall be used for fill in the area requiring fills. Care shall be taken to place excavated material at the optimum moisture content to achieve the specified compaction. Any native material used for fill shall be free of organics and debris and have a maximum particle size of 6 inches. It shall be the responsibility of the Contractor to prevent the native materials from becoming saturated with water. The Gravel. Borrow shall be used. If subgrade trimmer is not required on the project, all portions of Section 2 -03 shall apply as though a subgrade trimmer were specified. If sufficient acceptable native soils, as determined by the Engineer, are not available to complete construction of the roadway embankment, Gravel Borrow meeting the requirements of Section 9 -03.14 of the Standard Specifications shall be used. SECTION 2 -03.4 IS SUPPLEMENTED BY ADDING THE FOLLOWING: 2 -03.4 Measurement (RC) The Contracting ,Agency will use the following methods to measure work performed unless specific exceptions in other sections provide otherwise: 1. At the discretion of the engineer. roadway excavation, borrow excavation, and unsuitable foundation excavation - by the 1- Page -SP -22 Revision Daft. May 19, 1997 1 2-04 t t n n 0 L� Haul cubic yard (adiusted for swell) may be measured by truck in the 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 -03.5 IS REVISED AS FOLLOWS: 2-03.5 Payment (RC) Payment will be made for the following bid items when they are included in the proposal: 1. "Roadway Excavation" or "Roadway Excavation — Area A (B, C. etc.) ", per cubic yard. When the Engineer orders excavation 2 feet or less below subgrade. unit contract prices for roadway excavation and haul shall apply. If he orders excavation more than 2 feet below subgrade. that part below the 2 -foot depth shall be paid for as Provided in ceWea 4 04.4 Item 3 of this payment section. In this case, all items of work other than roadway excavation shall be paid at unit contract prices. The unit contract price per cubic yard shall be full pay for excavating. loading• placing, or otherwise disposing of the material. bau{. 1g, ftt case 4T6e unit contract price per cubic yard shall include haul. 3. 'Unsuitable Foundation Excavation ", per cubic yard. The unit protract price per cubic yard for "Unsuitable Foundation Excavation" shall be full pay for excavating, loading, and disposing of the material. ilIGUNliall haw In dat G—, The unit contract price per pubic yard shall include haul. 7. w ,a w 3A.4im, swbap1mapA6 ftFs made by Method A. Payment for embankment compaction will not be made as a separate item. All costs for embankment compaction shall be included in other bid items involved. 2 -04 Haul SECTION 2-04.5 IS REVISED AND SUPPLEMENTED AS FOLLOWS: 2-04.5 Payment (RC) 4-, ZHaul" Pit All costs for the hauling of material to from, or on the rob site shall be considered incidental to and included in the unit price of other units of work. 2 -09 Structure Excavation 2 -06 Subgrade Preparation SECTION 2 -06.5 IS SUPPLEMENTED BY ADDING THE I FOLLOWING. 2-06.5 Payment (RC) I Subgrade preparation and maintenance including watering shall be considered as incidental to the cottstruction and all costs thereof shall be included in the appropriate unit or lump sum contract bid prices. 2 -09 Structure Excavation SECTION 2 -09.1 IS SUPPLEMENTED BY ADDING THE FOLLOWING: 2-09.1 Description (RC) This work also includes the excavation, haul, and disposal of all unsuitable materials such as peat, muck, swampy or unsuitable materials including buried logs and stumps. 2-09.3 Construction Requirements SECTION 2 -09.3(I)D IS REVISED AS FOLLOWS. 2- 09.3(1)D Disposal of EXCavated Material (RC) All costs for disposing of excavated material within the project limits shall be included in the unit contract price for structure excavation. Cim A or B. 1; howeve; 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 distances otherwise all such disposal costs shall be considered incidental to the work. SECTION 2 -09.4 IS REVISED AND SUPPLEMENTED AS FOLLOWS. 2-09.4 Measurement (RC) Gravel backlill. All gravel badcfill will be measured by the cubic yard in place determined by the neat lines required by the Plans or the ton as measured in conformance with section 1 -09.2. Gravel backfill used for pipe bedding shall be incidental to the installation of the pipe or paid for as other gravel backfill unless a specific separate pay item is included in the contract for gravel backfill for pipe bedding. SECTION 2-09.5 IS REVISED AND SUPPLEMENTED AS FOLLOWS: 2^09,5 Payment 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 items- of work if 'Structure Excavation" or Page -SP -23 Revision Date: May 19, 1997 2-09 Structure Excavation 2 -09 Structure Excavation "Structure Excavation Incl Haul" are not listed as pay items in the contract. "Shoring or Extra Excavation Class B ", per square foot. The unit contract price per square foot shall be full pay for all excavation, backfill, compaction, and other work required when extra excavation is used in lieu of constructing shoring. If select backfill material is required for backfilling within the limits of the structure excavation, it shall also be required as backfill material for the extra excavation at the Contractor's expense._ Any excavation or backfill material being paid by unit price shall be calculated by the Engineer only for the neat line measurement of the excavation and shall not include the extra excavation beyond the neat line. If there is no bid item for shoring or extra excavation Class B on a square foot basis and the nature of the excavation is such that shoring or extra excavation is required, then shoring or extra excavation shall be considered incidental to the work involved and no further compensation shall be made. "Gravel Back ill (Kind) per Cubic Yard or per Ton ". . When travel backfill is paid by the ton, the Contractor shall take can to assure to the satisfaction of the Engineer that such per ton backfill is only being used for the specified purpose and not for purposes where backfill is incidental or being paid by cubic yard. Evidence that per ton gravel backfill is not being used for its designated purpose shall be grounds for the Engineer to deny payment for such load tickets. Unless included in the contract as a separate pay item, gravel backfill used for pipe bedding shall be ooasidered incidental to the installation of the pipe or shall be inchWed in the gravel backfill used to backfill the trench, if a separate pay item is included for trench back-fill. t- Poge-SP-24 Revision Date: May 19, 1997 r� 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 necessary No supplemental specifications were necessary for Division 3. No supplemental specifications were necessary for Division 4. i- Page -SP -25 19, 1997 Revision Date: May 5-04 Asphalt Concrete Pavement 5-04 Asphalt Concrete pavement Division 5 Surface Treatments and Pavements 5 -04 Asphalt Concrete Pavement SECTION 5- 04.3(8)A IS REVISED AND SUPPLEMENTED AS FOLLOWS: 5- 04.3(8)A Acceptance Sampling and Testing (RC) 1. General. Acceptance of asphalt cement concrete shall be aa--provided under rtati s;cal —^o- a nonstatistical acceptance. Determination o- statistical -r. nonstatistical acceptance shall be 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) shaL" be evaluated for quality of gradation on_ a dailyJat basis by the Contractor. This gradation analysis shall be based on WSDOT Test Method 104 and the results delivered to the Contracting Agency by noon of the following working day. This information shall be used by the Engineer to evaluate conformance with Section 9-03.80 A.2. -aad Aasphalt content shall be tested at the_Fwngineer's discretion if the Compaction Pay Factor (Section 5- 04.3(10)B) falls below 1.00. The Contracting Agency may take their own independent gradation samples at the stockpile to confirm the gradation testing done by the contractor. If the independent sample gradation varies from the Contractor's data by more than t3% for sieve sizes xreater than 1/4" and t2% for sieves smaller than the No. 10, then the costs of the sampling and testing shall be borne by the Contractor. If the test results vary from the Contractor's data am-within the ranges listed abov anwaGwg 4au, then the cost of sampling and testing will be borne by the Contracting Agency It 16" a ...1....r "A f r ...lky of ..r. duio., only, 4�---Gc 'Pig agemiss Who; Chan WE-DOT wAist speGifiGally ;a*Gk@ biGnsucksew, AGGOP&ARGO W;11 be USSA, (1) ro— Glass of Mix m6en die p;opewl qvnRtiuss for. &hat class. of mix a&@ 'erg 9L= 2. Aggregates. _Aggregates will be accepted for sand equivalent and fracture based on their conformance to the requirements of Section 9 -03.8(2). evalnati6Ar 3. Asphalt Cement. Asphalt Cement will be accepted #eF fasts -based on dwir- conformance to the requirements of Section 9- 02.1(43). Testing of asphalt properties to assure certification shall be the responsibility of the contractor. If the vendor or grade of the asphalt cement changes, a new iob mix formula (JMF) shall be evaluated and approved. 43. Asphalt Concrete Mixture A. Sampling (1) A sample will not be obtained from either the first or last 25 tons of mix produced in each production shift. (2) Samples fQr, compliftage of gm sample When a sample from uncompac ted mix i. 1>ee1...1 the Contractor shall ensure that the samples can -be obtained in accordance with WSDOT Test Method 712.�1ia�J "How the 6ample to be taken withal's tbe itauliag Usk-cle B. Definition of Sampling Lot and Sublot. For the purpose of acceptance sampling and testing, a lot -is is- al1a}4)* defined as the total quantity of material or work prod for each �mix formula (JMF). Only one lot per JMF is expected to occu, _&. All of- th rl.n AIN without prior. .Fi4e . ...1 ..F r1.e Q.. The IMF gob is de in Section 9- 03.8(6)A (Basis of Acceptance). The Contractor may not make any changes to the JMF without prior written approval of the Engineer. Sampling and testing for nonstatistical acceptance shall be performed on a random basis at a minimum frequency of one sample for each sublot of 400 tons or each day's production, 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.. of-sJ1 Einginger. Will also PFQV;d% by noon of 4-m-*HdrA-5, after. D. Test Methods. When sample testing of asphalt content is necessary, Aacceptance testing for compliance of aWh"It Ge2t" will use the Nuclear Asphalt Gauge Procedure; WSDOT Test Method 722 -T. When sample testing of gradation is necessary. Aacceptance testing for compliance of gradation will use the Quick Determination of Aggregate Gradation using Alternate Solvent Procedure; WSDOT Test Method 723 -T. E. Reject Mixture (1) Rejection by Contractor. The Contractor may. prior to sampling, elect to remove any defective material and replace it with new material at no expense to the Contracting Agency. Any such new material will be sampled, tested, and evaluated for acceptance. (2) Rejection -by Engineer Without Testing>itke�g- The Engineer may, without sampling, reject any batch load, or section of roadway t- Page-SP-26 Revision Date: May 19, 1997 1�' L' it � I PJ L 1 n r ij g L 5-04 Asphalt Concrete Pavement 5-04 Asphalt Concrete Pavement wAUKW that appears defective in gradation or asphalt c meat content. Material rejected before placement shall not be incorporated into la" pavement. Any rejected section of compacted ;aadwaypavement shall be removed. No payment will be made for the rejected materials or the removal of the materials unless the Contractor requests that the rejected material be tested. If the Crontractor elects to have the rejected material tested, a minimum of three representative samples will be obtained and tested. Representative samples to be removed for testing from compacted pavement shall be removed by coring. of the initiaall SECTION 5-04.03(10)A IS SUPPLEMENTED BY ADDING I THE FOLLOWING: 5- 04.3(10)A General (RC) The Contractor shall not use vibration when compacting on a street where A.C. Line (Transite) is in place (refer to City of Renton Comprehensive Water System Plan to identify locations of A.C. lines. SECTION 5- 04.3(10)B IS REVISED AS FOLLOWS: 5-04.3(10)B Control (SA) Asphalt concrete pavement Classes A, B. E, and F used in traffic lanes, including lanes for ramps, truck climbing, weaving, and speed change, and having a specified compacted course thickness greater than 0.10 foot, shall be compacted to a specified level of relative density. The testing shall occur on a sublot basis using the definition of a sublot described in Section 5-04.3(8). The specified level of relative density shall be Ssctiorn ] 06.Z�3;,— using -a i iawim. of 921..0 percent of the reference maximum density Mod" =. _The reference maximum density shall be determined as that devel in the job mix formula If the Contractor chooses, a moving avenge of the three most recut tests of maximum density may be determined through the use of WSW T Test Method 705 by the Contractor at the Contractor's expanse. The specified level of density attained will be, determined by the average sWAsdGA - galwtieu -of three A** nuclear density gauge Nests takes in accordance with WSDOT Test Method 715 on the day the mix is placed (after completion of the fmish rolling) at locations determined by m_n within- each density lot lass. The Fngineer wrifl a du copy of the results of all acceptance testing performed in the fmld as soon as the results are availabl Pavement compaction below 89 percent of the reference maximum density shall not be .accepted Relative densities falling between 89 percent and 92 percent shall be subject to the price adjustments of 92" : 04.5(1)B. dataRaisgd. For compaction lots falling below a CPF of 1.00 Pay-faGw and thus subject to price reduction or rejection. cores may be used as an alternatives to the nuclear density gauge tests. *AMM-.QM Wig, _When the Contracting Ag cores and the level of relative density within a sublot is less than 92 0 >neLce_nt tZhe cost for she corin 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 rnnno and testin shall be borne by the Contracting Agency. szgaasss-� At the start , of paving, if requested by the Contractor, a compaction test section shall be constructed, as directed by the Engineer, to determine the compactibility of the mix design. 1- Page -SP -27 Revision Date: May 19, 1997 S-04 Asphalt Concrete Pavement 5-04 Asphalt Concrete Pavement Compactibility shall be evaluated as the ability of the mix to attain a ig ven quality level corresponding to a pay factor of 1.00 or greater referenced to the specified minimum density (9U percent of the reference maximum density Method - =5). If a compaction test section is requested, a Compaction pay factor of 1.00 shall apply until compatibility is proven. Following determination of compactibdity, the Contractor is responsible for the control of the compaction effort. If the Contractor does not request a test section, the mix will be considered compactible. Asphalt Concrete Classes A. B, E, F, and G constructed under conditions other than listed above shall be compacted on the basis of a test point evaluation of the compaction train. The test point evaluation shall be performed in accordance with instructions from the Engineer. The number of passes with an approved compaction train, required to attain the maximum test point density, shall be used on all subsequent paving. Asphalt Concrete Class D and preleveling mix shall be compacted to the satisfaction of the Engineer. In addition to the randomly selected locations for tests of the density, the Engineer.. :may also isolate from a normal lot any area that is suspected ofl5eing. defective in relative density. Such isolated material will-not include an original sample location. A minimum of three S randomly located density tests will be taken. The isolated area will then be evaluated for price adjustment in accordance with this n, considering it as a separate_ subtodot. SECTION 5-04.5 IS REVISED AS FOLLOWS: 5-04.5 Payment (RC) "Mist and/or Driveway Asphalt Conc. Appw"ch Cl. per ton. This item. -when included in the contract, includes asphalt Paying for areas such as driveways and traffic islands that are not part of other paving work. SECTION 544.5(1) QUALITY ASSURANCE PRICE ADJUSTMENTS IS DELETED. SECTION 5- 04.5(1)A IS DELETED AND REPLACED TUTH THE FOLLOWING: 5-04.5(1)A Price Adjustments for Quality of AC Mix (RC) Nonstatistical Acceptance -Each lot of asphalt concrete pavement produced and having all constituents falling within the limits of the job mix formula shall be accepted at the unit contract price. If the constituents of the mix fall outside the limits of the lob mix formula, the mix shall not be accepted (sea Section 5414.3(8) Rejection of Mixture). SECTION 5- 04.5(1)B IS REVISED AND SUPPLEMENTED AS FOLLOWS: 5- 04.5(1)B Price Adjustments for Quality AC Compaction Lt For each sublot Factor a Compaction will be determined based on the relative density of the tests. The following table lists the Compaction Pay Factors and their associated relative density. quantity of aqhah maGras in the tgas, -Ad the, 4M& �GACMGI price pe- ton of Mix Relative Density Compaction Pay Factor (average of three tests) X92.0 1.00 91.5 0.99 91.0 0.95 90.5 0.91 90.0 0.85 89.5 0.80 89.0 0.75 Page -SP -28 Revision Date: May 19, 1997 1 6 -12 Pli Division 6 Structures SECTION 6-12 IS A NEW SECTION 6-12 Rockeries 6-12.1 Description (RC) The work described in this section regardless of the type of materials encountered includes the excavation and shaping of the cut or fill slopes and furnishing and constructing rockeries/rock retaining wall where shown on the plans or where directed by the engineer. 1 6-12.2 Materials (RC) fl L I� r foot. The source of supply and representative samples or me nadaW shall be approved by the engineer before delivery to the sae. The rock walls shall be constricted of one -man rocks. (85 to 300 poimdS) each lo" in its least dimension; Moirtan rocks. (300 to 600 pounds) each 13" in its least dimension; du+ee-man rooks (800 to 1200 pounds) each 16' in its least &nmsi= four -man rocks (1. 500 to 2.200 bounds) each 18' in its least dimension. The rocks shall nmge uniformly m she for each classification specifies. The four -man rocks shall only be used for the first course of rock in walls over 6 feet in height. 6-12.3 Construction Requirements (RC) Tire rock unloading at the site will be done in such a matirter as to segregate the rock by the sue ranges indicated in the Preceding paragraph. The walls shall be started by excavating a trench, not less than 6 inches or more than one foot m depth below subgrade m 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 trickery 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 art 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 Ci-12 Rockeripm and have a stable appearance. The rocks shall be carefully placed by mechanical equipment and in a manner such that the loneitit,1 6-1 axis if the rock shall be at right angles or per oendicular to the rockery face . The rocks shall have all melumng faces sloping to the back of the rockery. Each row of rocks will be seams at tightly and evenly as possible on the rock below m such a manner that there will be no movement between the two. After seal o a course of rock all voids between the rocks shall be chinked on the back with quarry rock to eliminate any void sufficient to pass a 2 inch square probe. 6- 12.3.1 Rockery Backfi l (RC) The wall backfill shall consist of 1 -1/2 inch minus crushed rock or gravel conforming to section 9 -03.9(3). This material will be placed to an 8 inch minimum thickness between the entire wall and the cut or fill nuterial. The badcM material will be placed in lifts to an elevation approximately 6 inches below the course of rocks placed. The badcW1 will be placed after each course of rocks. Any backfdl material on the bearing surface of the rock course will be removed before setting the next course. 6- 12.3.2 Drain Pipe (RC) . A 4 inch diameter perforated pvc pipe shall be placed as a footing drain behind the rockeries as shown in the standard plans, and connected to the storm drainage system where shown. 6- 12.3.3 Rejection Of Material (RC) The inspector will have the audority to reject any defective material and to suspend any work that is being imaroperly done. subiect to the final decision of the enghwer. All rejected material will be removed from the construction site and any rejected work shall be repaired or replaced at no additional cost to the owner. 6 -12.4 Measurement (RC) Measurement of the finished rock wall for payment will be made from the footing grade to the too of the wall and rounded to the nearest square yard. 6-12.5 m (RC) Payment will be made under the item 'rock retaining wail s per square yard. The unit price per square yard shall be full compensation for the rockery /rock retaining wall in place nd a shall include all work, materials and equipment required to complete the mstallatioa including drainage pipe and all other items. Page -SP -29 Revision Date: May 19, 1997 7 -01 Drains Division 7 Drainage Structures, Storm Sewers, Sanitary Sewers, Water Mains, and Conduits 7 -01 Drains SECTION 7 -01.215 REVISED AS FOLLOWS. 7 -01.2 Materials RE' Drain pipes may be concrete, zinc coated (galvanized) Asphalt Treatment I or aluminum coated (aluminized) corrugated iron or steel with Asphalt Treatment I. corrugated aluminum alloy, polyvinyl chloride (PVC), or corrugated polyethylene (PE) at the option of the Contractor unless the Plans specify the type to be used. SECTION 7 -01.3 IS:REVISED AS FOLLOWS: 7 -01.3 Constrac4ion Requirements C PVC drain pipe shall be jointed with a bell and spigot joint using a flexible elastomeric seal as described in Section 9-04.8. The bell shall be laid upstream. PE or ABS drain pipe shall be jointed with snap-0a, screw -on, or wraparo uid coupling bands as recommended by the manufacturer of the tubing. PVC underdrain pipe shall be jointed using either the fleu'ble elastomeric seal as described in Section 9-04.8 or solvent cement as described in Section 9-04.9, at the option of the Contractor unless otherwise specified in the Plans. The bell shall be laid upstream. PE or ABS drainage tubing underdrain pipe shall be jointed with saap-0n, screw -on, or wraparound coupling bands, as r000mmatded by the manufacturer of the tubing. SECTION 7 -01.4 IS SUPPLEMENTED ADDING THE FOLLOWING: 7 -01.4 Measurement ITCZ When the contract does not include "structure excavation Class B' or 'Structure excavation Class B including haul" as a pay item all costs associated with these items shall be included in other contract pay items. 7 -02 Culverts SECTION 7 -02.2 IS REVISED AND SUPPLEMENTED AS FOLLOWS: 7 -02.2 Materials (RC) Materials shall meet the requirements of the following sections: Plain Concrete Culvert Pipe 9 -05.3(1) Reinforced Concrete Culvert Pipe 9 -05.3(2) Beveled Concrete End Sections 9 -05.3(3) Steel Culvert Pipe and Pipe Arch, Asphalt Treatment I 9 -05.4 Steel Nestable Pipe and Pipe Arch, Asphalt Treatment I 9 -05.4(8) Steel End Sections, Asphalt Treatment I 9 -05.4(9) Aluminum Culvert Pipe 9 -05.5 Aluminum End Sections 9 -05.5(6) Solid Wall PVC Culvert Pipe 9 -05.12(1) Profile Wall PVC Culvert Pipe 9 -05.12(2) 7 -04 St orm Sewers Corrugated Polyethylene Culvert Pipe 9 -05.19 Where steel or aluminum are referred to in this Section in regard to a kind of culvert pipe, pipe arch, or end sections, it shall be understood that steel is zinc coated with Asphalt Treatment I (galvanized) or aluminum coated (aluminized) corrugated iron or steel, and aluminum is corrugated aluminum alloy as specified in Sections 9 -05.4 and 9 -05.5. Where plain or reinforced concrete steel or aluminum referred to in Section 7-02 it shall be understood that reference is also made to PVC. 7 -03 Structural Plate Pipe, Pipe Arch, Arch, and Underpass SECTION 7 -03.2 IS REVISED AS FOLLOWS: 7 -03.2 Materials (RC) Materials shall meet the requirements of the following sections: Concrete Class 3000 6-02 Corrugated Steel _Asphalt Treatment I 9-05.6(8) I Corrugated Aluminum 9-05.6(8) Reinforcing Steel 9-07 SECTION 7 -03.5 IS REVISED AS FOLLOWS: 7 -03.5 Payment�R Z. Payment will be made in accordance with Section 1 -04.1, for each of the following bid items that are included in the proposal: "St. Str. Plate Pipe _ Gage _ In. Diam. ", per linear foot with Asphalt Treatment I. 'St. Str. Plate Pipe Arch Gage Ft. In. Span", per linear foot_ with Asphalt Treatment L 'St. Str. Plate Arch Gage Ft. In. Span ", per linear foot with Asphalt Treatment I. 'Structure Excavation Class B ", per cubic yard. "Structure Excavation Class B Incl. Haul ", per cubic yard. If no bid item for Structure Excavation Class A or Structure Excavation Class B. including haul is included in the schedule of prices then the work will be considered incidental and its cost should be included in the cost of the pipe. 'Shoring or Extra Excavation Class B ". If It is not in the contract, then it shall be incidental. 7 -04 Storm Sewers SECTION 7-04.2 IS REVISED AS FOLLOWS: 7-04.2 Materials Where steel or aluminum are referred to in this Section in regard to a kind of storm sewer pipe, it shall be understood that steel is zinc coated (galvanizek Asphalt Treatment I Coated et: corrugated iron or steel and aluminum is corrugated aluminum alloy as specified in Sections 9 -05.4 and 9 -05.5. Page -SP -30 Revision Date: May 19, 1997 r� Ll 1 t 1�� L, .I �i 7 -05 Manholes, Inlets, and Catch Basins 7 -05 Manholes, Inlets, and Catch Basins 7-04.3 Construction Requirements SECTION 7- 04.3(1)B IS SUPPLEMENTED BY ADDING THE FOLLOWING: 7- 04.3(1)B Pipe Beddin RC pipe bedding for pVC sewer pipe shall consist of clean, granular pea gravel consistent with section 9 -03.12(3). It shall be placed to a depth of 6' over and 6' under the exterior walls of the per. 7- 04.3(2) Laying Storm Sewer Pipe SECTION 7-04.3(21A IS REVISED AS FOLLOWS: 7- 04.3(2)A SurveY Line and Grade -T-9 Survey line and grade will be provided by the Engineer or contractor in a manner consistent with accepted practices and these specifications. SECTION 7- 04.3(2)G IS SUPPLEMENTED BY ADDING THE POLLOWING. 7.04.3(2)G Storm Sewer Litre Connections C All connections not occurring at a manhole or catch basin shall be done utilizing pre - manufactured tee connectors or Dipe sections roved by the Engineer. Any Other method or materials pivpOSed for use in making connections Shall be subhect to approval by the Engineer. SECTION 7-04.4 IS REVISED AS FOLLOWS: 7-04.4 Memureme"t Q The length of storm sewer pipe will be the number of linear feet of completed installation measured along the invert and will include the kngth through elbows, tees. and fittings. The number of linear fed will be measured from the center of manhole to center of manhole or from the center of catch basin to center of catch basins and similar type sauctum. SECTION 7-04.5 IS SUPPLEMENTED AND REVISED AS FOLLOWS: 7.04.5 Payment C The unit contract prix per linear foot for storm sewer pipe of lthe kind and she specified shall be full pay for all work to complete the installation including adjustment of inverts to manholes. Whin no bid item 'gravel bad dill for pipe bedding" is iadluded in the Schedule of prices pipe bedding as shown in the standard plans shall be eotietdered incidental to the pipe and no additional payment shall be made. « r peWwAar, I", Testing of storm sewer pine if required by the Engineer, shall be considered incidental to and included in the unit contract prices for other items. 7 -05 Manholes, Inlets, and Catch Basins SECTION 7 -05.3 IS SUPPLEMENTED BY ADDING THE FOLLOWING. 7 -05.3 Construction Requirements _%Q All manholes shall have eccentric cones and shall have ladders. SECTION 7 -05.3(1) IS REVISED AND SUPPLEMENTED AS FOLLOWS: 7 -05.3(1) Adjusting Manholes and Catch Basins to Grade RAC The existing cast iron ring and cover on manholes and the catch basin frame and grate shall fast be removed and thoroughly cleaned for reinstalling at the new elevation. From that point, the existing structnm shall be raised or lowered to the required elevation. te- ilea --" oaoapi•as thoroughly compacted. In cement concrete pavement: Manholes catch basins and similar structures shall be constructed and adiumed m the setae manner as outlined above except that the final adjustment shall be —_.7_ ....A —t inn f -2MP hY CPt after forms have been placed and be painted with hot asphalt cement Aspnai --a- - then be placed and compacted with hand taupe -'� and a patctunS a roller. The complete patch shall match the existtn vet ved surface for texture density and uniformity of grade. The tout between tlie 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 hot asphalt cement or asphalt emulsion and shall be immediately covered with dry paving sand before the asphalt cement solidifies. The inside throat of the manhole shall be thoroughly mortared and plastered. Adjustment of inlets: The final alignment and grade of cast iron frames for new and old inlets to be adjusted to grade will be established from the forms or adiacent pavement surfaces. The final adjustment of the top of the inlet will be performed in similar manner to the above for manholes. On asphalt concrete paving projects using curb and gutter section, that portion of the cast iron frame not embedded in the gutter section shall be solidly embedded in concrete also. The concrete shall extend a minimum of six inches beyond the edge of the casting and shall be left 2 inches below the top of the frame so that the wearing course of asphalt concrete pavement will butt the cast iron frame. The existing concrete pavement and edge of the casting shall be painted with hot asphalt cement. Adjustments in the inlet structure shall be constructed in the same manner and of the same material as that required for new inl6fs. The inside of the inlets shall be mortared and plastered. Monuments and.-cast iron frame and cover: Monuments and monument castings shall be adjusted to grade in the same manner as for manholes. Valve box castings: Adjustments of valve box castings shall be made in the same manner as for manholes. SEC770N 7 -05.3(2) IS REVISED AS FOLLOWS. 7 -053(2) Abandon EAsting Manholes (RC) Where it is required that an existing manhole be abandoned, the structure shall be broken down to a depth of at least 4 feet below the revised surfece elevation, all connections plugged, the manhole base shall be fractured to prevent standing water, and the manhole filled with sand and compacted to 90 percent density as Specified in Section 2- 03.3(14 )C. Debris resulting from breaking the upper part of the manhole may be mixed with the sand subject to the approval of the Engineer. The ring and cover shall be salvaged and all other surplus material disposed of. SECTION 7 -05.3(3) IS SUPPLEMENTED BY ADDING THE FOLLOWING. 7- 05.3(3) Connections to F.lsting Manholes R� Where shown on the plans, new drain pipes shall be connected to existing line, catch basin, curb inlets and/or manholes. The contractor shall be required to core drill into the structure, shape the new pipe to fit and regrout the opening in a workmanlike manner. `Where directed by the engineer or where shown on the plans, additional structure oianneling will be required. to an existing stricture. or to or replaced at tits own expense. The unit bid price per each shall be full compensation for all labor, materials and equipment required. SECTION 7 -05.4 IS REVISED AS FOLLOWS: 7 -05.4 Measurement (RC) Manholes will be measured per each. Measurement of manhole heights for payment purposes will be the distance from finished rim elevation to the invert of the lowest outlet Pipe, Adjustments of new structures and miscellaneous items such as valve boxes shall be considered incidental to the unit contra« price of the new item and no furthur compensation shall be made. Adjustment of existing structures and miscelaneous items such as valve boxes shall_ be measured by Adjust Existin g " per each which shall be full pay for all labor and materials inctnri;., all concrete for the completed adjustment in accordance with Section 7 -05.3(1) and the City of Renton Standard Details Connection to existing pipes and structures shall be measured per each. SECTION 7 -05.5 IS REVISED AND SUPPLEMENTED AS FOLLOWS. 7 -05.5 Payment_ Z "Aust&Lv4iQl* Existing per each. The unit contract price per each for 'Adjust Existing " shall be full pay for all costs necessary to make the adjustment including restoration of adjecent areas in a manner acceptable to the Engineer. 'Structure Excavation Class B ", per cubic yard. 'Structure Excavation Class B Incl. Haul ", per cubic yard. Structure excavation for concrete inlets and area inlets is considered incidental to the cost of the inlets and shall be included in the unit contract price for the concrete inlet and the area inlet. If no bid item for Structure Excavation Class A or Structure Excavation Class B is included in the schedule of prices then the work will be considered incidental and its cost should be included in the cost of the pipe. "Connect to Existing Catch Basin." per each. 'Connect Structure to existing pipe," per each. 7 -08 General Pipe Installation Requirements SECTION 7 -08.3(I)C SUPPLEMENTED AS FOLLOWS: 7 -08.3(1)C Pipe Zone Bedding Q (SA) Hand compaction of the bedding materials under the pipe haunches will be required. Hand compaction shall be accomplished by using a suitable tamping tool to firmly tamp bedding; material under the haunches of the pipe. Care shall be taken to avoid _displacement of the pipe during the compaction effort. Pipe bedding shall be considered incidental to the pipe and no further compensation shall be made. SECTION 7 -08.3(2)E IS SUPPLEMENTED AS FOLLOWS: 7- 08.3(2)E Rubber Gasketed JointsfRQ In laying pipe with rubber gaskets, the pipe shall be handled carefully to avoid knocking the gasket out of position or contaminating it with foreign material. Any gasket so disturbed shall be removed, cleaned, relubricated if required, and replaced before joining the sections. The pipe shall be properly aligned before joints are forced 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, 1997 L�' 1 1 C! L 11 r D L 7 -08 General Pipe Installation Requirements 7 -08 General Pipe Installation Requirements tightening shall be removed and replaced at no expense to the Contracting Agency . Care shall be taken by the CONTRACTOR to avoid over pushing the nine and damaging the pipe or joint system. Any damaged pipe shall be replaced by the Contractor at his expense. Care shall be taken to properly align the pipe before points are entirely forced home. During insertion of the tongue or spigot, the pipe shag be partially supported by hand. sling or crane to minimize unequal lateral pressure on the gasket and to maintain Cottcentricity until the gasket is properly positioned. Since most gasketed joints tend to creep apart when the end of the pipe is deflected and straightened, such movement shall be held to a minimum once the joint is home. SECTION 7 -08.3(2)1 IS AN ADDED NEW SEC77ON: 7-08.3(2)J PlacL PVC Pipe C 7-08.3(2)A Survey Line and Grade Smvey line and grade control shall be provided m accordance with Sections 1-05.4, 1-05.5 and 1 -11 rw4iaew-in a manner consistent with accepted practices. The Contractor shall transfer lime and grade into the trencli where they shall be carried by means of a laser beam using 50 foot mmimum iintervala for grade staking Any odor procedure shall have the wticoen approval of the Engineer. awkefFMM-M &M 30 feet bl"'Owlh-ntbnqba�� ;2_1 at lbe Up4inew SECTION 7 -08.3(2)B IS SUPPLEMENTED BY ADDING THE FOLLOWING: 748,3(2)B Pipe Laying (RC) Checking of the im a elevation of the pipe maybe made by calculations from measurements on the top of the pipe. or by looping for ding of 1/2' or I= which indicates a satisfactory " pen condition At manholes when the downstream prpe(s) is of a larger size pines) shall be lard by matching the (eight- tenths) flow elevation, unless otherwise approved by the Engineer. All Dive fittings etc shall be carefully- handled and protected atainst damage impact shocks and free fall. All pipe handling equipment shall be acceptable to the ENGINEER. EM shall not be placed directly on rough ground but shall be supported in a manner which will protect the pipe against miury whenever stored at the trench site or elsewhere No pipe shall be installed where the liming or coating show defects that may be harmful as determined by the ENGIIMEP— Such damaged lining or coating shall be repairer or a new undamaged pipe shall be furnished and installed. The CONTRACTOR shall inspect each Pipe and fitting prior to installation to insure that there are not damaged portions of the pipe Am 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 positron in the trench. Pipe shall be kept clean during and after laying. A11 openings in the pipe line shall be closed with water tight expandable plugs at the end of each day's operation or whenever the Dine openings are left unattended. The use of burlap, wood or other the following pipe to prevent tovement. SECHON 7 -08.3(2)G IS SUPPLEMENTED BY ADDING THE FOLLOWING: 7- 08.3(2)G Sewer Line Connections (RC) Unless otherwise approved by the Engineer. all connexions of lateral sewers to existing mains shall be made through a cast iron saddle secured to the sewer main with stainless steel bands. When the existing main is constructed of vitrified clay, plain or reinforced concrete cast or ductile iron pipe, the existing main shall be core drilled. Connexions (unless booted connections have been provided for) to existing concrete manholes shall be core-0n'llel, _and shall have an 'O' ring rubber gasket meeting ASTM C -078 in a manhole coupling equal to the Johns - Manville Asbestos-Cement collar, or use a conical type flexible seal equal to kore -N -Seal. PVC pipe connection shall consist of tee maple and couplers as approved by the Engineer. SECTION 7 -08.4 IS REVISED AND SUPPLEMENTED AS FOLLOWS: 7-08.4 Measurement (SA) Gravel. backfill for foundations. or gravel baclfill for pipe zone bedding when used for foundations, shall be measured by the cubic yard, including haul, as specified in 2-09., Ar by the — TON-. Concrete for plugging existing pipes will be measured by the cubic yard for the volume which would be required to c OmPIetelY fill the pipe for a distance of two diameters. Computation for corrugated metal pipes will be based on the nominal diameter. Excavation of the trench will be measured as structure excavation Class B or structure excavation Class B including haul, by the cubic yard as specified in Section 2-09. When excavation below grade is necessary, excavation will be treasured to the Tunics ordered by the Engineer. Embankment construction before culvert placement under the applicable provisions of Section 7 -08.3(1)A will be measured in accordance with Section 2 -03. Shoring or extra excavation class B will be measured as specified in Section 2-09.4. Page -SP - -33 Revision Date: May 19, 1997 t 7 -10 Trench Exe , Bedding, and Backfill for Water Mains 7 -11 Pipe Installation for Water Mains SECTION 7 -08.5 IS REVISED AND SUPPLEMENTED AS FOLLOWS: 7-08.5 Payment I (SA) Payment will be made in accordance with Section 1-04.1 for each of the following bid items that are included in the proposal: "Gravel Backfill for Foundations ", per cubic yard, or Ton. "Gravel Backfill for Pipe Zone Bedding ", per cubic yard, or Ton. "Commercial Concrete ", per cubic yard. "Structure Excavation Class B ", per cubic yard. "Structure Excavation Class B Incl. Haul ", per cubic yard. Unless specifically identified and provided as separate items, structure excavation, dewatering and backfilling shall be incidental to pipe installation and no further compensation shall be made. 'Shoring or Extra Excavation Cuss B ", per square foot. If this pay item is not in the contract, then it shall be incidental. 7 -10 Trench Exc., Bedding, and Backfill for Water Mains SECTION 7 -10.4 IS REVISED AS FOLLOWS: 7 -10.4 Measurement C Measurement of bank rim gravel for trench baekfill will be by the cubic yard measured by the calculation of neat lines based on maximum trench width per Section 2-09.4 or by the ton, in accordance with Section 1-09. 7 10.5 IS REVISED AND SUPPLEMENTED AS FOLLOWS. 7 -10.5 Payment C Gub+c-ymd r Payment for 'removal and replacement of unsuitable material' will be considered incidental to or calculated under other bid items and no further compensation will be made. 4. "Bank Run :Gravel for Trench Backfill ", per cubic yard or. ton. The unit contract. price per cubic yard or ton for "Bank Run Gravel for Trench Backfill" shall be full pay for all work to furnish, place; and compact the material in the trench. Also included in the unit contract price is the disposal of excess and unusable material excavated from the trench. 6. 'Foundation Material' , per ton or cubic yard. Payment at the unit contract price for "foundation material' shall be full compensation for excavating and disposing of the unsuitable material and replacing with the appropriate foundation material per Section 9- 30.7B(1). 7 -11 Pipe Installation for Water Mains 7 -11.3 Construction Details (RC) 7- 11.3(4) Laying of Pipe on Curves SECTION 7- 11.3(4)4 HAS BEEN REVISED AS FOLLOWS; 7- 11.3(4)A Ductile Iron Pipe _JRC Long radius (500feet or more) curves, either horizontal or vertical, may be laid with standard pipe by deflecting the joints. If the pipe is shown curved in the Plans and no special fittings are shown, the Contractor can assume that the curves can be made by deflecting the joints with standard lengths of pipe. If shorter lengths are required, the Plans will indicate maximum lengths that can be used. The amount of deflection at each pipe joint when pipe is laid on a horizontal or vertical curve shall not exceed one half of the manufacturer's printed recommended deflections. SEC17ON 7- 11.3(4)B IS SUPPLEMENTED AS FOLLOWS; 7- 11.3(4)B Polyvinyl Chloride (PVC) Pipe (4 inches and Over) (RC' Polyvinyl Chloride (PVC) Pipe shall not be used for water mains and appurtenances. THE TITLE AND TEXT OF SECTION 7- 11.30 HAS BEEN 7- 11.3(6) Laying Ductile Iron Pipe and Fittings with Polyethylene Encasement_ 2 Whom AVA.M. in die Nam. 41 he Contractor shall by ductile iron pipe with a polyethylene encasement. Pipe and polyethylene encasement shall be installed in accordance with AWWA C105. _ The polyethylene encasement shall also be installed on all appurtenances, such as pipe laterals, couplings, fittings, and valves, with 8 mil. polyethylene plastic in accordance with Section 4-5 of ANSI 21.5 or AWWA C105. The polyethylene wrap shall be tube type and black color. Any damage that occurs to the wrap shall be repaired in accordance with ANSI/AWWA C105/A21.5 -93. Installation of the polyethylene encasement shall be considered incidental to the installation of the pipe and no additional payment shall be allowed. 7- 11.3(7)A AND 7- 11.3(7)B HAVE BEEN DELETED AND REPLACED BY THE FOLLOWING 7- 11.3(7) Laying Steel Pipe RC Steel pipe shall not be used. SECTION 7- 11.3(9).4 IS REVISED AND SUPPLEMENTED AS FOLLOWS. 7- 11.3(9)A Connections to Existing Mains (RC) The Contractor may be required to perform the connection during times other than normal working hours. The Contractor shall not operate any valves on the existing system >itlie>rt -c�ci€ pe;miswaa of the Engineer.. Water systea petsonnd will operate all valves on the existing system for the contractor when required• No work shall be performed on the corutaxions unless a representative of the water department is present to inspect the work. Z 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 d El Ll Li Ll 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 drawings The contractor must verify all existing piping, dimensions and elevations to assure proper fit. Connections to the existing water main shall not be made without first making the necessary arrangements with the Engineer in advance. A two -week advance notice shall be required for each connection which ttxniires a cutting of the existing water mains or a shut -down of the existing water mains. The City reserves the nght to re- schedule the connection if the work area is not ready at the scheduled time for the connection. Work shalt not be started until all the materials, equipment and labor necessary to properly complete the work are assembled nn site. water mains. The City will curt the existing main and assemble all materials. SOC27ON 7- II.3(Il) IS SUPPLEMENTED AND REVISED AS PIOLLOVM 7- 11.3(11) Hydrostatic Pressure Test (RQ A hydrant meter and a back flow prevention device will be used when drawing water from the City system: These may be obtained from the City by completing the required forms and making required security deposits There will be a charge for the water used. Before appiying the specified test pressure, air shall be expelled completely from the pipe valves and hvdrants. If permarnent air vents are not located at all high points, the contractor shall install corporation cocks at such points so that the air can be expelled as the line is filled with water. After all the air has been expelled the corporation cocks shall be dosed and the test pressure applied. At the 000clusion of the pressure test, the +ry_ion cocks shall be rernoved and plugged. - The mains shall be filled with water and allowed to stand under pressure for a minimum of 24 hours to allow the escape of air and allow the lining of the pipe to absorb water. The State will furnish the water necessary to fill the pipelines for testing purposes at a time of day when strfficietu quantities of water are available for normal system operation. The test shall be accomplished by pumping the main up to the required pressure, stopping the pump for a minimum of two hours, and then pumping the main up to the test pressure again. During the test, the Section being tested shall be observed to detect any visible leakage. A dean container shall be used for holding water for pumping up pressure on the main being tested. This makeup water shall be sterilized by the addition of chlorine to a concentration of 50 mg/l. The quantity of water required to restore the pressure shall be acxurately determined by either 1) pumping from an open container of suitable size such that accurate volume measurements can be 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 registering 1 gallon per revolution. The meter shall be approved by the Engineer. Acceptability of the test will be determined as follows: Acceptability of the test will be determined by two factors as follows: 1. The quantity of water lost from the main shall not exceed the number of gallons per hour as listed in the following table. 2. The loss in pressure shall not exceed 5 psi during the 2 our test period. All water used to perform hydrostatic pressure shall be charged a usage fee. Allowable leakage per 1000 ft. of pipeline** in GPH *If the pipeline under test contains sections of various diameters the allowable leakage will be the stmt of the computed leakage for each size. For those diameters or pressures not listed, the formula below shall be used: The quantity of water lost from the main shall not exceed the number of gallons per hour as determined by the formula L=NDFP 7400 in which L = Allowable leakage. gallons/hour N = No. of joints in the length of- pipeline tested D = .Nominal diameter of the pipe in inures P = Average test pressure during the leakage test, psi SECTION 7- 11.3(12)1 SHALL BE REVISED AND SUPPLEMENTED AS FOLLOWS: 7- 11.3(12)A Flushing and "Poly - (RQ Sections of pipe to be disinfected shall first be Rigged to remove any solids or :contaminated that may have become lodged in the pipe. If . oo�?: r •!'e main cannot be 'po1Y- pigged'. - a tap shall be provided large enough to develop a velocity of at least 2.5 fps in the main. The 'Poly pig' shall be equal to Girard irulustries Aqua time Swab -AS 21b /cu -ft density foam with 90A durotneter ure rubber coating on the near of the 'Poly-p only T 'Poly-aig' shall be cylinder shaped with bullet nose or squared end. Dechlorination of all water used for disinfection shaft be accomplished in accordance with the City's standard detail. Water containing chlorine residual in excess of that carded in the existing water system shall not be disposed into the storm drainaoe system or any water way. Page -SP -35 Revision Date: May 19, 1997 Nominal Pipe Diameter in inches PSI 6' 8' 10" 12" 16" 28' 24" 45o 0_95 1.27 1.59 1.91 2.55 3.18 3_82 400 0_90 1_20 1.50 1_80 2_40 LM 3_60 35o 0_84 1.12 1_40 - 1_69 2.25 2.81 3_37 275 0.75 _00 1 1 24 -' 1.49 1_99 2.49 2.99 250 0.71 0_95 1.19 1.42 1_90 2.37 285 225 0_68 0_90 1.13 1.35 1_80 2.25 2.70 Z00 0.64 0.85 1.06 128 1.70 2.12 2.55 *If the pipeline under test contains sections of various diameters the allowable leakage will be the stmt of the computed leakage for each size. For those diameters or pressures not listed, the formula below shall be used: The quantity of water lost from the main shall not exceed the number of gallons per hour as determined by the formula L=NDFP 7400 in which L = Allowable leakage. gallons/hour N = No. of joints in the length of- pipeline tested D = .Nominal diameter of the pipe in inures P = Average test pressure during the leakage test, psi SECTION 7- 11.3(12)1 SHALL BE REVISED AND SUPPLEMENTED AS FOLLOWS: 7- 11.3(12)A Flushing and "Poly - (RQ Sections of pipe to be disinfected shall first be Rigged to remove any solids or :contaminated that may have become lodged in the pipe. If . oo�?: r •!'e main cannot be 'po1Y- pigged'. - a tap shall be provided large enough to develop a velocity of at least 2.5 fps in the main. The 'Poly pig' shall be equal to Girard irulustries Aqua time Swab -AS 21b /cu -ft density foam with 90A durotneter ure rubber coating on the near of the 'Poly-p only T 'Poly-aig' shall be cylinder shaped with bullet nose or squared end. Dechlorination of all water used for disinfection shaft be accomplished in accordance with the City's standard detail. Water containing chlorine residual in excess of that carded in the existing water system shall not be disposed into the storm drainaoe system or any water way. Page -SP -35 Revision Date: May 19, 1997 7 -11 Pipe Installation for Water Mains 7 -11 Pipe Installation for Water Mains SECTION 7- 11.3(12)D HAS BEEN DELETED AND REPLACED WITH: 7- 11.3(12)D Dry Calcium Hypochlorite (RC) Dry calcium hypochlorite shall not be placed in the pipe as laid. SECTION 7- 11.3(12)K HAS BEEN REVISED AS FOLLOWS: 7- 113(12)K Retention Period (RC) Treated water shall be retained in the pipe at least 24 hours but no Iona than 48 hours. After this period, the chlorine residual at pipe extremities and at other representative points shall be at least 25 mg /1. SECTION 7- 11.3(12)N HAS BEEN REVISED AS FOLLOWS. 7- 11.3(12)N Final Flushing and Testing (RC) Before placing the fine; into service, a satisfactory report shall be received from the local or State health department or an approved testing lab -on samples collected from representative points in the new ---system. Samples will be collected and bacteriological tests obtained by the Engineer. SECTION 7- 11.3(1`3] HAS BEEN SUPPLEMENTED By ADDING THE FOLLOWING: 7- 11.3(13) Concrete Thrust Blocking and Dead -Man Block (RC) Provide concrete blocking at all hydrants, fittings and horizontal or vertical angle points. Conform to The City of Renton standard details for general blocking, and vertical blocks herein. All fittings to be blocked shall be wrapped with 8 -mil polyethylene Plastic. Concrete blocking shall be properly formed with plywood or other acceptable forming materials and shall not be poured around joints. Ilse forms shall be stripped prior to backfilling. 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 rods, installation and removal of formwork. Blocking shall be commercial concrete (hand mixed concrete is not allowed) and poured in place. SECTION 7- 11.3(I5) IS A NEW ADDITIONAL SECTION: 7- 113(15) Joint Restraint Systems (RC) General: Where shown on thEylans or in the specifications or required by the engineer, ioint restraint system (shackle rods) shall be used. all joint restraint materials used shall be those manufactured by star national products, 1323 holly avenue PO box 258, Columbus Ohio 43216, unless an equal alternate is approved in writing by the engineer, Materials: Steel types used shall be: High strength low -alloy steel(cor -ten) ASTM A242 heat - treated, superstar "SST" series. H_ igh strength low -alloy steel(cor -ten) ASTM A242 superstar "SS" series. Items to be galvanized are to meet the following requirements: ASTM A153 for galvanizing iron and steel hardware. ASTM A123 for galvanizing rolled, pressed and forged steel shapes. Joint restrainer system components: Tienut: heavy hex nut for each tiebolt: SS8: 5/8" and aie- ASTM A563, grade C3, or zinc plated. S8: 5/8" and 31/4" ASTM A563, grade A, zinc plated or hot -dip galvanized Tleconftg: used to extend continuous threaded rods and are provided with a center stop to aid installation, zinc plated or hnr dip galvanized. SS10: for 5/8' and 3/4" fierods, ASTM A563 grade C3. S10: for 5/8" and 3/4' terods, ASTM A563 grade A. Tierod: continuous threaded rod for cxutd" to desired lengths zinc plated or hot-dip galvanized. SS12: 5/8' and 3/4" diameter ASTM A242, type 2; ANSI B1.1. S12: 5/8" and 3/4' diameter ASTM A36, A307. Tiewasher round flat washers, zinc plated or hot -diiD galvanized. SS 17: ASTM A242, F436. S17 ANSI B18.22.1. Installation: Install the joint restraint system in accordance with the manufactures instructions so all joints are mechanically locked together to prevem joint separation. Tiebolts shall be installed to pull against the mechanical ioint body and not the MJ follower. Torque nuts at 75 -90 foot pounds for 3/4' nuts. Install tiecouplings with both rods threaded equal distance into tiecouplings. Arrange tierods symmetrically around the pipe. Pipe Diameter Number of 3/4" Tie Rods Required 4" .2 6" .2 8" .3 10 ". ..4 ......... ............................... 12" ............ ............................... 6 14" .8 ........... ............................... 16" ............ ............................... 8 18" ............ ............................... 8 20' .10 ............ ............................... 24" .............. .............................14 30' .(16 -7/8 "rods) 36' . C24-1 rods Where a manufactures mechanical ioint valve or fitting supplied with slots for 'T' bolts instead of holes. a flanged v ve with a flange by mechanical ioint adapter shall be used instead, so as to provide adequate space for locating the tiebolts. Where a continuous run of pipe is required to be restrained, no run of restrained pipe shall be greater than 60 feet in lei between fittings. Insert long body solid sleeves as required on longer runs to keep tierod lengths to the 60 foot maximum. Pipe used in continuously restrained runs shall be mechanical joint pipe and tiebolts shall be installeg as rod guides at each joint. Page -SP -36 Revision Date: May 19, 1997 1 7 -12 Valves for Water Mains 7 -12 Valves for Water Mains t 1 t t 1 C! 0 t 1 Where poly wrapping is required all tiebolts tienuts tiecouplings tierods and tiewashers, shall be galvanized. All disturbed sections will be painted to the inspectors satisfaction, with koppers bkomastic no. 300-m, or approved equal. Where poly wrapping is not required all hebolts, tienuts, tiecouplings tierods and tiewashers may be galvanized as specified in the preceding paragraph or plain and painted in the entirety with koppers hitumastic no. 800-m. or approved equal. Tiebolts tienuts tiecouplings, tierods, and tiewashers shall be considered incidental to installation of the pipe and no additional payment shall be made. SECTION 7 -11.4 HAS BEEN SUPPLEMENTED AS FOLLOWS: 7 -11.4 Measurement (RC) Measurement for payment of concrete thrust blocking and dead -man blocks will be per cubic -yard when these items are included as separate pay items. if not included as separate pay ileitis in the contract, that thrust blocking and dead -man blocks shall be considered incidental to the installation of the water [Hain and no further compensation shall be [Wade. Measurement for payment for connexions to existing water .rains will be ter each for each connection to existing water mwn(s) as shown on the plans. SECTION 7 -11.5 HAS BEEN REVISED AS FOLLOWS: 7 -11.5 Payment (PC) Pipe for Water Main and Fittings In. Diam. ". per Tmed foot. 'line unit eontima price per linear foot for each size and kind of • Pipe for Water Main ln. Diam." shall be full pay for an work to complete the installation of the water main including but not limited to trench excavating, bedding. laying and jointing pipe and Mungs, backfilliog. concrete thrust blocking, installation of polyethylene wrap cleaning by poly -pigs vertical crosses for mmtm and removal of poly -pigs tempon" thrust blocks and blow.off assemblies testing flushing disnfecxmg the pipeline, dwkle rods abandoning and capping existing water Mains, removing miscellaneous Pipes, removing and salvagtng existing hydrant assemblies and other appurtenances to be abandoned as shown on the plans, and ceanup. — "Concrete Thrust Blocking and Dead -Man Blocks ", per cubic yard- The unit contract price bid for "Concrete Thrust Blocking and peed -Man Block• Shall be for the complete cost of labor, The unit contract price per each connection to existing water Mains shall be for complete compensation for all equipment, labor. materials required for the connections to the existing water mains. 7 -12 Valves for Water Mains SECTION 7 -12.02 HAS BEEN REVISED AS FOLLOWS: SEC77ON 7- 12.3(1) HAS BEEN REVISED AS FOLLOWS. 7- 12.3(1) Installation of Valve Marker Post RQ Where required, a valve marker post shall be furnished and installed with each valve. Valve marker posts shall be placed at the edge of the right -of -way opposite the valve and be set with 18 inches of the post exposed above grade. �li-ioii-0€ SECTION 7- 12.3(2) IS A NEW SECTION: 7- 12.3(2) Adjust Existing Valve Box to Grade (R Z The valve box shall be set to an elevation tolerance of one - fourth inch (1/4 ") to one-half inch (M") below finished grade. SECHON 7 -12.4 IS SUPPLEMENTED By ADDING THE FOLLOWING: 7 -12.4 Measurement Adiustment of existing valve boxes to grade shall be measured per each if included as a separate pay item in the Contract: of not a ate pay item but required to complete the work, then value box adjustment shall be considered incidental. Hydrant auxiliary gate valve will be included in the measurement for hydrxut assembly and will not be mctided in this measurement item. SEC77ON 7 -12.5 IS DELETED AND REPU ZD STN TBE FOLLOWING. *Gate Valve from 4 inch to 10 iihdn in diameter and Valve Box." per each. The unit contract price per each for the valve of the specified size shall be full pay for all labor egniPt ntatuta! furnish and install the valve complete n place on the water .main. including trenching, jointing b l +ins of valve path, disinfecting: hydrostatic testing cast -iron valve box and extensions as required valve nut extensions adjustment to final eiade- ' 12 inch Gate Valve and Concrete Vault " per each• •�.- r a • sate valve The unit contract price per each for the assembly, shall be full pay for all labor equipment trnateitiu LO furnish and install the valve complete m place on the water main. including trenching iointing; blocking of valve by-pass �senbly. as cast-iron casting and cover, ladder rung concrete resets required adiustment to final grade. 16 inch and larger Butterflv Valve and Concrete Vault •per each. t= 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 butterfly 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, painting, disinfecting, hydrostatic testing, concrete vault, cast -iron casting and cover, ladder, concrete risers as required adjustment to final grade. 'Blow -off assembly," per each. The unit contract price per each for each blow -off assembly shall be for all, labor, equipment and material to complete the installation of the assembly per the City of Renton Water Standard Detail, latest revision. "Air- Release/Air- Vacuum Valve Assembly,' per each. The unit contract price per for air- release/air- vacuum valve assembly shall be for all, labor, equipment and material to complete the installation of the assembly including but not limited to, excavating, tapping the main, laying and iointing the pipe and fittings and appurtenances, backfhlling. testing, flushing, and disinfection, meter box and cover, at location shown on the plans, and per City of Renton Standard Detail, latest revision. '_Adjust Existing Valve Box to Grade (RC),' per each. The contract bid price for " Adiust Existing Valve Box to Grade' above shall'be full compensation for all labor, material tools and equipment necessary to satisfactorily complete the work as defined in the Contract Documents, including all incidental work. If not included-as a separate pay item in the Contract, but required to complete other work in the Contract, then adjustment of valve boxes shall be considered incidental to other items of work and no father - compensation shall be made. 7 -14 Hydrants 7 -14.3 Construction DetaiLs_ Q SECTION 7- 14.3(1) IS REVISED AND SUPPLEMENTED AS FOLLOWS. 7- 14.3(1) Setting Hydrants After all installation and testing is complete, the exposed portion of the hydrant.•shall be painted with eaatwo field coats. The type and color of paint will be designated by the Engineer. Any hydrant not in service shall be identified by covering with a burlap or plastic bag approved by the Engineer. Hydrants shall be installed in accordance with AWWA motions C600 -93, Sections 3.7 and 3.8.1 and the City of Renton standard details Hydrant and guard posts shall be painted in accordance with the water standard detail. Upon completion of the project, all fire hydrants shall be painted to The City of Renton specifications and guard posts painted with two coats of preservative paint NO. 43-655 safety yellow or approved equal Fire hydrants shall be of such length as to be suitable for installation with connections to 6'. 8" AND 10' piping in trenches 3 - 1R feet deep unless otherwise specified. The hydrant shall be designed for a 4-1/2 foot, burial where 12" and larger pipe is shown unless otherwise noted on the plan. Fire hydrant assembly shall include: cast -iron or ductile iron tee x FL), 6' gate valve (FL. x MJ) 6" DI spool (PE x PE) 5- 1/4' MVO fire hydrant (h connection) 4" x 5' Stortz adapter, cast iron valve box and cover, 3/4' shackle rods and accessories concrete blocks and two concrete guard posts (_only--if hydrants are outside right-of-way). Joint restraint(Shackle Rods) shall be installed in accordance with Section 7- 11.3(15). SECTION 7- 14.3(3) IS SUPPLEMENTED BY ADDING THE FOLLOWING. 7- 14.3(3) Resetting Existing HydrantsR Z This work shall conform to Section 7- 14.3(1). All hydrants shall be rebuilt to the approval of the City(or replaced wit n�v, hydrant). All rubber gaskets shall be replaced with new gaskets of the type required for a new installation of the same tvne_ SECTION 7- 14.3(4) IS SUPPLEMENTED BY ADDING THE FOLLOWING. 7- 14.3(4) Moving Existing Hydmnts,R All hydrants shall be rebuilt to the approval of the City(or replaced with a new hydrant). All rubber gaskets shall be replaced with new gaskets of the type required for a new insWlation of the SEC 7ON 7 -I4 5 IS REVISED AS FOLLOWS: 7 -14.5 Payment (R ) Payment will be made in accordance with.Section 1 -04.1, for each of the following bid items that are included in the proposal: "Hydrant Assembly ", per each. The unit contract price per each for "Hydrant Assembly" shall be full pay for all work to furnish and install fire hydrant assemblies, including all costs for auxiliary-gate valve, shackles, tie rods, concrete blocks, gravel, and painting and guard posts required for the complete installation of the hydrant assembly as specified. The pipe connecting the hydrant to the main shall be considered incidental and no additional payment shall be made.T "Resetting Existing Hydrants ", per each. The unit contract price per each for "Resetting Existing Hydrant" shall be full pay for all work to reset the existing hydrant, including rebuilding (or replacement with a new hydrant), shackling, blocking, painting, and guard posts and reconnecting to the train. The new pipe connecting the hydrate to the train shall be considered incidental and no additional payment shall be made. Guard posts, shown on the plans shall be incidental to the contract. "Moving Existing Hydrants ", per each. The unit contract price per each for "Moving Existing Hydrant" shall be full pay for all work to move the existing hydrant, including new tee, rebuilding (or replacement with a new hydrant), shackling, blocking, painting, and guard posts and reconnecting to the main. The new pipe connecting the ydrant to the main shall be considered incidental and no additional payment shall be made Now pips for. hy-'Faat Gennecu -!I be Od far. Guard posts shown on the plans slW1 be incidental to the contract. Page -SP -38 Revision Date. May 19, 1997 [l 1 Ll H F� LJ 7 -15 Service Connections 7-17 Sanitary Sewers 7 -15 Service Connections SECTION 7 -15.3 IS SUPPLEMENTED AS FOLLOWS: 7 -15.3 Construction Details (RC) Pipe materials used to extend or replace existing water service lines shall be copper. Where instalation is in existing paved streets the service lines shall be installed by a trenchless percussion and impact method (hoe- hogging) If the trenchless percussion and impact method fails. regular open trench methods may be used. SECTION 7 -15.5 IS SUPPLEMENTED AS FOLLOWS: 7 -15.5 Payment_Q payment will be made in accordance with Section 1 -04.1, for the following bid item when it is included in the proposal: 'Service Connection _ In. Diam. ", per each. The unit contract price per each for "Service Connection _ In. Dram." shall be full pay for all work to install the service connection, including but not limited to, excavating or (hoe - hogg i. tapping the main. laying and jointing the pipe Ed fittings no appurtenances, balling. testing, flushing, and disinfection of the service connection. 7 -17 Sanitary Sewers SECTION 7 -17.2 HAS BEEN REVISED AS FOLLOWS 7 -17.2 Materials Q (SA) Pipe used for sanitary sewers may be: Rigid Flexible Concrete ADS Composite > tSA Clay PVC (PobMnyl Chloride) Ductile Iron Materials shall meet the requirements of the following sections. Plain Concrete Storm Sewer Pipe 9 -05.7(1) Reinforced Concrete Storm $ewer Pipe 9- 05.7(1) Ar Fgol Qay-SYwar Pipe 94.919 pVC Unary Sewer Pipe 9- 05.12(1) Ductile Iron Sewer Pipe 9-05.13 All pipe shall be clearly marked with hype, class, and thickness. Lettering shall be legible and permanent under normal conditions of handling and storage. SECTION 7- 17.3(1) IS SUPPLEMENTED BY ADDING THE FOLLOWING. 7- 17.3(1) Protection of Existing Sewerage Facilities extending extediing an existing sewer, the downstream system shall be protected from construction debris by placing a screen or trap in the first existing manhole downstream of the connection. It shall be the contractor's responsibility to maintain this screen or trap until the new system is placed in service and then to remove it. Any construction debris which enter the existing downstream system shall be removed by the contractor at his expense. and to the satisfaction of the Engineer. When the first_ manhole is set, it's outlet shall be plugged until acceptance by the Engineer. SECTION 7- 17.3(2)H IS SUPPLEMENTED BY ADDING THE FOLLOWING: 7- 17.3(2)H Television Inspection Once the television inspection has been completed the contractor shall submit To the Engineer the written reports of the inspection plus the video tapes. Said video tapes are to be in color and compatible with the City's viewing and recording systems The City system accepts 1/2, wide high density VHS Taus The tapes will be tun at standard speed SP (15/16 I.P.S.). SECTION 7 -17.4 IS REVISED AND SUPPLEMENTED AS FOLLOWS. 7 -17.4 MeasuremeatTC The length of sewer pipe will be the number of linear feet of completed installation measured along the invert and will include the length through elbows, tees and fittings. The number of linear feet will be measured from the center of manhole to carter of manhole or to the inside face of catch basins and similar type structures. The length of testing sewer pipe in conformance with Section 7- 17.3(2) will be the number of linear feet of completed installation actually tested. Measurement of "Bann Rim Gravel for Trendy Baddill Sewer" will be determined by the cubic. -yard is Pb =. measured by the neat line dimensions shown in the Plans, or b, the Ton on trncic tickets. SECTION 7 -17.5 IS REVISED AND SUPPLEMENTED AS FOLLOWS: 7 -17.5 Payment_LtQ Payment will be made in accordance with Section 1 -04.1, for each of the following bid items that are included in the proposal: "Plain Conc. QPJ4C Sewer Pipe _ In. Diam. ", per linear foot. "Cl. _ Reinf. Conc. Sewer Pipe _ Ia. Diam. ". per linear foot. "PVC Sanitary Sewer Pipe In. Diam. ". per linear foot "Ductile Iron Sewer Pipe _ In. Diann. ". per linear . ear foo The unit contract price per linear foot for sewer pipe of the kind and size specified shall be full pay for furnishing, hauling. and assembling in place the completed installati��> material, all �' mobil ' job materials. letter of the adjustment of inverts to manholes for the comp installation to the required lines and grades. "Testing Sewer Pipe per linear foot. The unit contract price per linear foot for "Testing Sewer pipe" shall be full pay for all labor, material and equipment required to conduct the leakage tests required m Section 7- 17.3(2). If no unit price for "Testing Sewer -emu n n be considered incidental to the pipe items. le Material ", pa "Removal and Replacement of Unsuitable cubic yard. The unit contract price per cubic yard for "Removal and Replacement of Unsuitable Material" shall -full pay for all work to remove unsuitable material and replace and compact suitable material as specified in Section 7 -08.3(1)A. r cubic "Bank Run Gravel for Trench Ball Sewer ". Per yard. or Ton. The unit contract price per cubic yard. or Ton for "Bank Run Gravel for Trench Backfill Sewer" shall be full pay for all work to furnish. place. and compact material in the trench. "Television Inspection" per Lump Sum. Page -SP -39 Revision Date: May 19, 1997 I- 8-09 Raised Pavement Markers Division 8 Miscellaneous Construction 8 -09 Raised Pavement Markers SECTION 8 -09.5 HAS BEEN REVISED AS FOLLOWS: 8-09.5 Payment (RC) (SA) Payment will be made for each of the following bid items that are included in the proposal: 'Raised Pavement Marker Type I". per eachhuudmd. 'Raised Pavement Marker Type 2 ", per eachhundrrd. 'Raised Pavement Marker Type 3- In. ", per eacdrhvedrad. 'Recessed Pavement Marker ", per eachhuedmd. The unit contract price per eachhuadre4 for "Raised Pavement Marker Type 1". 'Raised Pavement Marker Type 2 ", and "Raised Pavement Marker Type 3- 1n." and 'Recessed Pavement Marker "shall be full -pay for all labor, materials, and equipment necessary for furnishing and installing the markers in accordance with these Specifications including all cost involved with traffic control unless traffic control On wcardwce a-th SeGtioA I =a3(5)._jisL listed in the contract as it separate pay item. 8-10 Guide Posts 8-13 Monument Cases SECTION 8-13.1 IS REVISED AND SUPPLEMENTED AS HOLLOWS: 8-13.1 Description (RC) This work shall consist of furnishing and placing monument cases and covers, in accordance with the Standard Plans and these Specifications, in conformity with the lines and locations shown in the Plans or as staked by the Engineer or by the Contractor s uylied surveyor. SECTION 8 -13.3 IS REVISED AND SUPPLEMENTED AS FOLLOWS: 8-13.3 Construction Requirements The monument will be furnished and set by the Engineer or by the Contractor supplied surveyor. When existing monuments will be impacted by a project the Contractor shall be responsible for assuring that a registered surveyor references the existing monuments prior to consUuction. After construction is complete, the monuments shall be re- established by the surveyor in accordance with RCW58.09.130. SEC77ON 8 -13.4 IS SUPPLEMENTED BY ADDING THE FOLLOWING. 8-13.4 Measurement All costs for surveying and resetting existing monuments impacted by contruction shall be considered incidental to the contract unless specifically called out to be paid as a bid item. 8 -14 Cement Concrete Sidewalks SECTION 8 -13.5 IS SUPPLEMENTED BY ADDING TffE FOLLOWING: 8 -13.5 Payment "Reset Existing Monument" per each. Resetting an existing monument impacted by const!pc ion s be incidental unless included as a pay item In the Schedule of Prices. 8 -14 Cement Concrete Sidewalks SECTION 8- 14.3(4) IS SUPPLEMENTED BY ADDING THE FOLLOWING: 8- 14.3(4) Curing (RQ The Contractor shalt have readily available sufficient protective covering, such as waterproof paper or plastic membrane to cover the pour of an entire day in the event of rain or other unsuitable weather. The Contractor shall be responsible for barricading patrolling, or otherwise protecting newly placed "concrete Damaged, vandalized, or unsightly concrete shall be removed and replaced at the expense of the Contractor. SECTION 8-14.4 IS SUPPLEMENTED BY ADDING THE FOLLOWING: 8 -14.4 Measurement (RC) When the contract contains a pay item for "Curb Ramp Cement Concrete," the per each measurement shall include all costs for the complete installation per the plans and standard details including expansion joint material, curb and gutter and ramped sidewalk section. Sawcmtting, removal and disposal of excavated materials including existing pavement and 'sidewalk, crushed surfacing base materials and all other work, materials and equipment required per Section 8 -14 shall be included in the per each price for "Curb Ramp, Cement Concrete" unless arty of these other items are listed and specified to be paid as separate pay items. if the contract does not provide a pay item for "Curb Ramp, Cement Concrete,' but the plans call for such installation, then quantities shall be measured with and paid for under the bid items for Curb and Gutter and for Cement Concrete Sidewalk. When curb ramps are to be constructed of asphalt concrete, the payment shall be included in the pay item for "Miscellaneous and/or Driveway Asphalt Concrete." SECTION 8-14.5 IS SUPPLEMENTED BY ADDING THE FOLLOWING: 8 -14.5 Payment (RQ 'Curb Ramp, Cement Concrete," per each. Payment for excavation of material not related to the construction of the sidewalk but necessary before the sidewalk can be placed, when and if shown in the Plans, will be made in accordance with the provisions of Section 2 -03. Otherwise. the Contractor shall make all excavations including haul and disposal, regardless of the depth required for constructing the sidewalk to the lines and grades shown, and shall include all costs thereof in the unit contract price per square yard for "Cement Corsi. Sidewalk and the per each contract price for Curb Ramp Cement Concrete." t Page -SP-40 Revision Date: May 19, 1997 1 8 -17 Impact Attenuator 0 J t t r 8 -17 Impact Attenuator Systems THE STATE AMENDMENT TO SECTION 8 -17 IS SUPPLEMENTED BY THE FOLLOWING. 8-17.5 Payment C if no pay itein is included for temporarey impact attenuators then all costs to provide and install shall be considered a part of the pay item for 'Traffic Control.' 8 -20 Illumination, Traffic Signal Systems, and Electrical 8-20.2 Materials SECTION 8- 20.2(1) HAS BEEN SUPPLEMENTED WITH THE FOLLOWING: 8- 20.2(1) Equipment List and Drawings (RQ The Contractor shall submit for approval six sets of shop drawings for each of the following types of standards called for on this project: 1. light standards with or without pre - approved plans. 2. Signal standards with or without pre-approved plans. 3 Combination Signal and lighting standards. 4. Metal Swain Poles. The Contractor also shall submit either on the signal standard shop drawings or attached to the signal standard shop drawings all dimensions to dearly show the specific mast arm mounting height and signal tenon locittions for each signal pole two be installed. SZWON 8.20.3(2) HAS BEEN SUPPLEMENM BY ADDING THE FOLLOWING: 8- 203(2) Excavating and Backr ling RAC and quality of the material stiall be suolect TO approval uy_ uic mincer. Trench backfill within the sidewalk area shall be made with acceptable materials from the excavation subject to the Engineer's approval of the material and shall- be considered a necessary part and incidental to the excavation in accordance with the standard specifications. Unsuitable material_ shall be removed and backfill shall be select material approved by the Engineer. The 8-20 Illumination, Traffic and Electrical City reserves the right to make additions or deletions to the tech which prove necessary for the completion of the project. The minimum width for the trench Will be at the option of the contractor. Trench width will, however, be of sufficient * so that all of the necessary conduit can be install ed within the den specified while maintaining the mmunum cover. Trench backfill material in roadway and sidewalk arras shall be compacted to 95% of the material's maximum density per Section 2 -03.3(14)D. SECTION 8- 20.3(4) HAS BEEN REVISED AS FOLLOWS: 8- 20.3(4) Fottndations RAC Where obstructions prevent constrtiction of planned foundations, the Cont actor shall consmict an effective foundation satisfactory to the Engineer. The contractor shall provide all material for and constraq die foundations for and to the dimensions specified in table 1 below. The anchor bolts shall match that of the device to be installed thereon. All excess materials are to be removed from the foundation shall be troweled. brushed edged and itnisned in a wori.mapapp- like manner Concrete shall be ply cleaned fmm the exposed portion of the anchor colts and conduit after plderCnt. Foundation shall all be Class 3000 concrete. After the specified curing period the contractor may install the applicable device thereon. Table 1 Type of device Dimensions All concrete foundations shall be constructed in the manner specified below: 1. Where sidewalk or raised islands are to be constructed as a part of this project, the top of the foundation shall be trade flush with the top of the sidewaLti or island. (See ddaul shed a for the toP 2 Where no sidewalks are to be installed, the grad of the foundation shall be as specified by the engtnar• ( detail shed All concrete-foundations shall be located as per stationing on the plans or as located by the engineer in the field. Page -SP-41 Revision Date: May 19, 1997 t 8-20 Illumination, Traffic Signal Systems, and Electrical 8 -20 Illumination, Traffic Signal Systems, and Electrical SECTION 8-20.3(5) IS REVISED AND SUPPLEMENTED AS FOLLOWS: 8- 20.30 Conduit (RC) 1- All railroad Gmssmgs Fa Up pounding wndiwso; -Rd shag Go4g;m to mquimincRu-noted ii; lecatioiis: bez' aitilitias. skpfvta NA barfierr .GG& to the fGHOW1W steal. If allowed in the -3 ans or if obstructions are encountered in jacking or drilling operations, the Contractor will 'be allowed to install conduits by open trenching. Open trench construction shall conform to the following: 1. The pavement shall be sawcut a minimum of 3 inches deep. The cuts shall be parallel to each other and extend "feet —ne (1) toot beyond the edge of the trench. 2. Pavement shall be removed in an approved manner. 3. Trench depth shall provide 24 inches minimum cover over conduits below the roadbed, and 18 inches below .finished grade in all other areas.. 5. Trenches located within paved roadway areas shall be restored r the Renton Standard Detail. u. —A..4, foligu-4 by 1wash;WGing, q11iGk setting Pull Wires Shall be installed. All conduit shall be rigid non - metallic unless noted otherwise in the Plans or Special Provisions. x All conduit openings shall be fitted with approved bellends or Bushings. Wall thickness of conduit shall be consistenr within continuous conduit runs with no mixing of different schedule woes_ between terminations. The contractor shall provide and install all conduit and necessary fittings at the locations noted on the plans. Conduit size shall be as indicated on the wiring and conduit schedule shown en plans. - - Conduit to be provided and installed shall be of the type indicated below: 1. Schedule 40 heavy wall p.v.c. Conforming to ASTM standards shall be used whenever the conduit is to be placed other than within the roadway area. 2. Schedule 80 extra heavy wall p.v.c. Conforming to ASTM standards shall be used when the conduit is to be placed within the roadway area. All joints shall be made with strict compliance to the manufacturer's recommendations regarding cement used and environmental conditions. SECTION 8-20.3(d)IS SUPPLEMENTED BY ADDING THE FOLLOWING: 8- 20.30 Junction Boxes The contractor shag provide and install junction boxes of the type and size at the locations specified in the plans and as per detail sheets. The inscription on the covers of all junction boxes shall be as indicated below: 1. Street lighting only: "Ljghting' 2, Signal only "Signals' 3. Traffic signal and street lighting: 'TS -LT" 4. Telemetry. only 'Telemetry" Inscriptions on junction boxes performing the same function, i.e. street lighting, traffic signal, or both, shall be consistent throughout the proiect. All iunction boxes .shall be installed in conformance with provisions contained in the standard plans and detail sheets. The unit contract price per each for "Type I' or 'Type II' junction box shall be full compensation for famishing same and for all costs of labor, material tools, and equipment necessary to provide and install the junction boxes including excavation• backfulling and compaction all in accordance with plans The unit contract price per junction box shall tncivae installation of 5 /8th -inch minus crushed surfacing top course and a 4" thick Class "B" cement concrete tad enclosing the jutution box 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 iunction box and no further compensation will be made unless the contract includes separate pay items for 'crushed surfacing" and/or for "concrete pad." Page -SP-42 Revision Date: May 19, 1997 1 8-20 Illumination, Traffic Signal Systems, and Electrical 8-20 Illumination, Traffic Signal Systems, and Electrical n Ll �1 n J L SECTION 8- 20.3(9) IS REVISED AND SUPPLEMENTED AS FOLLOWS: 8- 20.3(9) Bonding, Grounding (RC) All met - 96 GQQaAP4 ha ndl- 611.1i 4 con dulwix for- ia diall be earn mamw -0glimer. A-11 be sized by am-Fat-111-8 Of ChO Ideadfcatioti �aetidtiit. of the equipment grounding conductor shall conform to all Code requirements. Grounding of conduit and neutral at the service point shall be accomplished as required under the Code. Grounding of the neutral :hall be accomplished only at the service. s All stueet light standards signal poles and other standards on which electrical eguiment is mounted shall be grounded to a copper dad metallic ground rod 5/8' in diameter x STO in length complete with a 18 AWG bare copper bonding strap looted in the nearest irniction box. All signal controller cabinets and .i. fliphtmm service ca iirUS shall be grounded to a 518" in SECTION 8- 20.3(10) IS REVISED AND SUPPLEMENTED AS FOLLOWS: 8- 20.3(10) Service (RC) Power sources shown in the Plans are approximate only: exact location will be determined in the field. a as"ly. Upon request of the Contractor, the Engineer will make the necessary arrangements with the serving utility to complete the service connections. Electrical energy used prior to completion of 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 State Cie . The power service point shall be as noted on the plans and shall be verified by the electrical servicing utility. The service cabinet shall be _ marked with the service agreement letters and numbers. The markings shall be installed on the outside cabinet door near the -top of the cabinet. The markings shall be series C using stencils and black enamel alkyd gloss paint conforming to Federal Specification 1T E-489. SECTION 8-20.3(11) IS REVISED AND SUPPLEMENTED AS FOLLOWS- 8-20.3(11) Field Test (RC) 911-13 MMOW „rye . ....je..a,r a...... Zug 4_411 be M; t—he r-GOINGUIF =4 die Zngine" No change to stop and go operation will be allowed after 2 p.m. on any day nor will the change be allowed on Friday, weekends, holidays. or the day preceding a holiday. 1 Requests for traffic signal turn on will not be considered anal a pre -turn on inspection of signal system has taken t>lace• 2 All discrepancies and deficiencies must be corrected by the contractor and re- inspected prior to requ�g AISLOA tam on date. 3. Reguests for signal turn on shall not be considered uunl electrical service to the intersection has been provided and has been energized by the electric utility 4 A minimum of three (3) working days notice will be required for signal turn on. IM 2g per' plan 5 Channelization at the intersection must deletions of before requesting signal turn on date Any chanrrelnatron prior to fora on must be a>mroved by the engineer. 6 City forces shall provide post and maintain prT signin warning of new signal ahead. 8- 20.3(13) Illumination Systems SECTION 820.3(13)A IS REVISED AND SUPPLE31ENTm AS FOLLOWS. 8- 20.3(13)A Light Standards (RC) (SA) - Page -SP-43 Revision Date: May 19, 1997 r. 8 -20 Illumination, Traffic Signal Systems, and Electrical 8 -20 Illumination, Traffic Signal Systems, and Electrical 61;p plate nAA the keeper. place 3. Anchor bolts shall extend through the top heavy hex nut two full threads. IhO +larities- 6. Anchor bolts damaged after the foundation concrete is placed shall not be.repaired by bending or welding. The Contractor's repair procedure is to be submitted to the Engineer for approval prior'40 making any repairs. The procedure is to include removing the damaged portion of the anchor boh, cutting threads son the undamaged portion to remain, the installation of an approved threaded sleeve nut and stud, and repairing the foundation with epoxy concrete repair. 7. The grout pad shall not extend above the elevation of the bottom of the slip base. installed plumb, t I degree. sundarplarhs. installed WM top of belt 2 142 to 3 Z:wandadea. slip W69 i-AGOF& 4AGUIlateogic 6h.11 GO-r-_ to do&-'-Ir 'm dw s-ada;d Mac Mpod QU the sag All new light standards shall be numbered for identification in accordance with the Plans using painted 3 -inch series C numbers installed three fat above the base facing the travelled way. Paint shall be black enamel alkyd gloss conforming to Federal Specification TT -B -489. In setting timber poles, the Contractor shall provide a minimum burial of 10 percent of the total pole length plus 2 fat and shall plumb or rake the poles as directed by the Engineer. The hand hole shall be located at 90 degrees to the davit arm on the side away from traffic. A grounding lug or nut shall be Provided in the hand hole frame or inside the hand hole frame or inside the pole shaft to attach a ground bonding strap. All poles and davit arms shall be designed to �,..._ort a luminaire weight of 50 lbs. or more and to withstand ressures caused by wind loads of 85 m.p.h. with Rust factor of 1 All poles shall maintain a minimum safety factor of 4.38 p s i on yield strength of weight load and 2.33 p.s.i. for ire;.... pressure. Davit Arms: The davit style arm shall incorporate a 519• radius bend as measured from the centerline of the shaft. The outer rtion of the arm shall be nearly horizontal to +2' above horizontal and shall be furnished with a 2" diameter "fitter with a tract :;.,,.. length of 8 inches to fit the luminaire specified. The note efVt the davit arm tube shall be fastened securely to the too of the shaft producing a flush joint with an even profile. Anchor Base: A one piece anchor base of adequate erica shame and size shall be secured to the lower end of the shaft so that the base shall be capable of resisting at its yield point the bending moment of the shaft at its yield point. The base shall be >irovjded with four slotted or round holes to receive the anchor bolts. Nut covers shall be provided with each pole. Anchor Bolts. Four steel anchor bolts, each fitted with two hexnuts and two washers, shall be furnished with the pole. Anchor bolts shall meet the requirements of Section 9- 06.5(3) and 9- 06.5(4). The anchor bolt yield taint shall be capable of resisting the bending moment of the pole shaft at its yield point The contractor shall assure that all anchor bolts conform to the recommended ASIM mecifi .cations of the pole manufacturer and shall secure and submit to the City for approval all manufacturer data on pole bending moment, anchor bolt fabrication data, test results and any other data that may be required to confirm that. the anchor bolts meet these specifications. Miscellaneous Hardware: All hardware ( bolts, mrts, screws, washers, etc.) needed t_ o complete the installation shall be stainless steel. I.D. (Identification for poles): The contractor shall suooly and install a combination of luminair. The weather and a black background. The I.D. number will be assigned to each pole at the end of the contract or project by the City traffic e_ ngineerina office. Cost for the decals shall be considered incidental to the contras bid. Light standards shall be spun aluminum davit style and shall meet the pole detail requirements indicated below and the detail sheets at the end of these specifications. The pole shaft shall be provided with a 4" x 6' flush hand hole near the base and a matching metal cover secured with stainless steel screws or bolts. The pole shall be adjusted for plumb after all needed equipment has been installed thereon After pole is installed and plumbed nuts shall be tightened on anchor bolts using proper sjzed sockets open end or box wrenches Use of pliers pipe wrenches, or other tools that can damage galvanizing will 02LtLpermitted. Tools shall be of suffIcient size to achieve adequate torquing of the nuts. the space between the concrete foundation and the bottom of the pole base plate shall be filled with a dry pack mortar grout and Page -SP-44 Revision Date. May 19, 1997 8 -20 Illumination, Traffic Signal Systems, and Electrical 8 -20 Illumination, Traffic Signal Systems, and Electrical trowled to a smooth finish conforming to the contour of the pole_ base plate. Dry pack mortar grout shall consist of a 1:3 mixture of portland cement and fine sand with iust enough water so that the Imixture will stick together on being molded into a ball by hand, and will trot exude moisture when so pressed. A one half inch drain hole shall be left in the bottom of the grout pad as shown on the standard detail. d t t loolps- SECTION 8- 20.3(14) IS SUPPLEMENTED BE ADDING THE FOLLOWING: 8- 20.3(14) Signal Systems (RC) All signal conductors shall be stranded copper and shall have 600 volt insulation and be of the sizes noted on the plans. All muiti- conductors used for the signal system shall conform to division 9-29.3 and shall be of the sizes noted on the signal wiring schedule and wiring diagram All stranded wins a urinated at a &mnind block shall _have an opal end, crimp style soderless d- I 0 SECTION 8- 103(14)1 IS SUPPLE1 MUTED BY ADDING THE FOLLOWING (RQ 8- 20.3(14)C Induction Loop Vehicle Detectors C 11 Splices to loop return cables shall be made - with soldered compression type connectors. SECTION 8- 203(I4)D IS SUPPLEMENTED BY ADDING THE FOLLOWING. 8- 20.3(14)D Test forIaduction Loops and Lead -in Cable RC The Cons actor shall keep records of field testing and shall furnish the engineer with a copy of the results. S8'CTION 8- 20.3(I4)E IS REVISED AND SUPPL&WEVTED AS FOLLOWS. 8- 203(14)E Signal Standards C 3. Disconnect connectors complete with pole and bracket cable shall be installed in any signal standard supporting a luminaire. in the 1212as for. 6 -pin 14 The signal standard and its fabrication shall conform with all current Washington State Department of Transportation Signal Standard Specifications and current pre - approved plans by WSDOT. 15 Installation of all nuts and bolts shall be performed with proper sized sockets open end or box wrenches. Use of pipe wrenches or other tools which can damage the galvanization of the nuts and bolts will not be permitted. Tools shall be of a sufficient size and strength to achieve adequate torquing of the nut(s). SECTION 8- 20.3(14)F IS AN ADDED NEW SECTION. 8- 20.3(14)F Opticom Priority Control Systems All new Opticom Priority System components shall be 500 Series or approved equal. The Contractor shall supply one cony of the manufacturer's software on original disks. Controller cabinets shall have the 562 harness wired into the cabinet by the supplier. SECTION 8- 20.3(15) IS SUPPLEMENTED BY ADDING THE FOLLOWING. 8- 20.3(15) Grout (RC) After the pole is plumbed the space between rte concrete foundation and the bottom of the pole base plate shall be filled with a dry pack mortar grout trowled to a smooth finish conforming to the contour of the pole base plate. Dry pack mortar grout shall consist of a 1:3 mixture of Portland cement and fine sand with lust enough water so that the mixture will stick together on being molded into a ball by hand and will not exude moisture when so pressed. A one half inch drain hole shall be left in the bottom of the grout pad as shown on the standard detail. SECTION 8-20.4 IS REVISED AND SUPPLEMENTED AS FOLLOWS. 8 -20.4 Measttretnent C When shown as lump sum in the Plans or in the proposal as illumination system _. traffic signal 0; Uaffir. 6;g&21 Genwol 65"M _ no specific tint of measurement will apply, but measurement Will be for the sum total of all items for a complete system to be furnished and 'installed. Conduit of the kind and diameter specified in the Schedule of Prices will be measured by the linear foot for the actual neat lime length in place, unless the conduit is included in an illumination system, signal system, or other type of electrical system lump sum bid item. Measurement for unit price items shall be as described in Section 9-20.5 or as described in the contract schedule of Prroes and/or special provisions. SECTION 8-20.5 IS SUPPLEMENTED AND REVISED AS FOLLOWS: 8 -20.5 Payment1RC2 Payment will be made for each .of the following bid items that are included in the proposal: "Illumination System '. hump stmt. "Traffic Signal Display tied- 1"tisasYs lump SUM. The lump stmt contracx price for - Illumination System = and - Traffic Signal Disp=4 pol lay and " shall be full pay for furnishing all labor, materials, tools, and equipment necessary for the construction of the complete electrical system, modifying existing systems, or both, as shown in the Plans and herein specified including excavation, balling, concrete foundations' conduit' wiring, restoring facilities destroyed or damaged during construction, salvaging existing materials. and for .risking all required tests. All additional materials and labor, not showier the plans or called fqr herein and which are required to comp electrical system, shall be included in the lump sum contract Price. it copAra" pruce per. Page -SP-45 Revision Date: May 19, 1997 8-20 Illumination, Traffic Signal Systems, and Electrical 8 -20 Illumination, Traffic Signal Systems, and Electrical pay '&am, is shall be 4AGII-ASA '-A the lump 612M Prig@ fQF Abe gyaam shown� All costs for installing conduit containing both signal - and illumination wiring shall be included in the contract prices for the signal system. All costs for installing junction boxes containing both illumination and signal wiring shall be included in the contract prices for the signal system. The unit prices for the items listed below shall be full compensation for furnishing and installing each item and for all labor, materials, tools, equipment and testing necessary and/or incidental for the full and complete installation as per.the contract plans, detail sheets and these specifications. 'Trench and Backfill......... wide by........." deep, " per linear foot. The unit contract: price for (3) 'Trench and Backfill" per linear foot shall be full compensation for excavating, loading, hauling and otherwise disposing of the waste materials, for backfilling and compacting backfill material to specified density and for the restoration of the trench to its pre- existing condition or as shown on the plans or as directed by the Engineer all in accordance with the plans, specifications and detail sheets. 'Select Trench Backfill,' per ton. (4) "Select Trench Backfill" shall consist of 5/8" minus crushed surfacing top course and the unit per ton price shall include all costs associated with furnishing and installing the material and loading, hauling and disposing of waste materials. '........Foundation........," per each.* ' I�qx .... Junction box," per each. * *1be unit per each price for (5) "Foundation" and (6) "Junction Box" shall be full compensation for full and complete installation per the plans. specifications and detail sheets including enclosing each item in a finished concrete pad which shall be incidental unless a separate pay item is included in the Schedule of Prices for "Concrete Pad." "Concrete Pad,' per square yard. Measurement for..(7) "Concrete Pad" shall be by the square yard of surface area enclosed inclusive of and not subtracting for the area of the junction box or foundation enclosed and shall be full compaisation for full -and complete installation as per the plans, specifications and detail sheets. ' Schedule 40 Conduit, P.V.C." per linear foot.* Schedule 80 conduit, P.V.C., ' per linear foot.* *The unit contract price for conduit shaU include all conduit, couplings, adapters, elbows, bends, reducers, bell ends, bushings, and am other material, labor or equipment necessary to complete the installation of the conduit. Measurement shall be by linear foot from end of conduit to end of conduit as measured from the top of grade along the middle of the trench line and adding a vertical measurement at the end of each conduit run equal to the design depth of the trench. No payment shall be made for additional conduit used by the contractor due to horizontal or vertical weaving of the conduit within the trench line. 'Street light Standard ......... per each. " .- watt...Luminaire and lamp," per each. ........ watt ... Luminaire and lamp with photocell," per each. ....... AWG .... copper wire," per linear foot. 'Service cabinet, " per each. The unit per each price for (14) "Service cabinet• shin be full auu compensation for furnishing and installing the fully equipped cabinet and for risers, standoffs and any other materials labor or costs associated with providing electrical service as M.gimt h , the electrical utility, the contract plans, details and specifi_ car;,,," and not included as separate pay items m the contracts ed a of rp ices. ........Signal head......." per each. '.......Signal head mounting hardware," per lump sum The lump sum price for (16) "....Signal head mounting hardware" shall be full compensation for supptvinQ and installing all traffic or pedestrian signal head mounting hardware in conformance with the plans, specifications and detail sheets "Pole mounted terminal box,... "x...'x..." and mounting hardware,' per each. '2/c shld loop return cable," per.linear foot. '3 /C shld pre- emption cable, 'per linear foot. '... -pair ddd h t =rmect cable." per linear foot. 'Traffic signal controller and cabinet,' per each. The unit contract price for "Traffic Sikaal Controller and Cabinet' shall be full comyensation for furnishing and installing a fully equipped, wired and operational cons oUer and cabinet. "Traffic signal wire.' per lump stun. 'Signal standard, 'lope..., with ...-foot mast arm,' per each. 'Induction loop vehicle detector." per linear foot, . The unit linear foot contract price for (24) "Induction loop vehicle detector" shall be measured by the linear feet of full depth sawcut required for installation. The unit price shall be full compensation for full and complete installation including wire, sealant and all other labor, materials, tools and equipment required to complete the installation in accordance with the plans, specifications and detail sheets. The unit price shall also include providing and installing conduit stub -outs and soldered splices, splices to loop return cables unless separate pay items are included in the contract schedule of prices for these other items. Sawcutting shall be considered incidental to the loop installation whether or not there is a separate pay item in the contract for sawcutting. Measurement for a standard 6' x 6' induction loop. shall be 28 linear feet. Sawc utting for loop 'Home runs' shall be done such as to minimize the total linear feet of sawcutting required by means of proper locating of loop return "Stub-0ut% by direct routing of "home runs" and by combining up to 4 pairs of loop wires in a single 'home run" saws ut. Loop and 'Home Run' layout shall be approved by the Engineer before sawcutting takes place._ '.......Splice kit," per each. "Emergency Vehicle pre- emption detector,' per each. 'Opticorn discriminator card,' per each. "Detector amplifier," per each. 'Street light fuse kit," per each. . 'Pedestrian push button with sign, "-Per each. "Pedestrian push button post,' per each. "Pedestrian signal pole Type I 10 -fat,' per each. 'Relocate existing ....... pole, ' per each. The unit per each price for "relocate existing .... Pole" shall be full compensation for removing the pole from its existing foundation removing and salvaging or re- installing existing equipment plugging holes as required and installing the pole on its new foundation and shall include all labor tools materials, equipment and any other costs necessary and/or incidental to complete the installation and make the OL equipment operational all in accordance with the plans specifications and detail sheets. "Remove existing ....... Foundation," per each. Page -SP-46 Revision Date: May 19, 1997 U141 J-1 D Ll� J dI E 1 8-22 Pavement Marking 8-22 Pavement Marking e u U.- The unit per each price for 'Remove existing foundation" shall be full compensation for full and complete removal and hauling and disposal of the foundation. 8 -22 Pavement Marking SECTION 8-22.1 IS REVISED AS FOLLOWS: 8 -22.1 Description (RQ Skip Center Stripe A BROKEN YELLOW line 4 inches wide. The broken or "skip" pattern shall be based on a_404eet 24 -foot unit consisting of a— ip_foat 9 -foot line and 2 3A -feet 15 -foot gap. Skip center stripe is used as center line delineation on two lane or three lane, two way highways. Double Yellow Center Stripe Two SOLID YELLOW lines, each 4 inches wide, separated by a 4-inch-aF-1414ach space. Double yellow center stripe is cued as center line delineation on multilane, two way highways and for chatmelization. roach S A SOLID WHITE line, 8 inches wide, usedat- €raau�ay to delineate tutu lanes from through burs, for traffic islands, and for hash marks. Hash marls stripes shall be placed on 45 degree angle and 10 =feet apart- Lane Stripe A BROKEN WHITE line, 4 inches wide, used to delineate adjacent lanes travelling in the same direction. The broken or "skip" pattern shall be based on a-40 foot24-foot unit consisting of a 404oet 9 -foot line and a 30 f4o, 15 -foot gap. Drop Lane Stripe(Slcip Approach Line) A BROKEN WHITE line, 8 inches wide, used to delineate a lane that enas " aff The broken or "skip" pattern shall be based on a 2435 -foot unit consisting of a 93 -foot line and a 1533 -foot gap. TAP.- 10ROKEN XQ LOW 'Or Air- itaciStsips w w 9al)_ Two Way Left Turn Stripe A SOLID YELLOW line, 4 inches wide, with a BROKEN YELLOW line, 4 inches wide, separated by a 4 -inch space. The broken or "skip" pattern shall be based on a 40 fact 24- foot unit consisting of a -10-A0 940ot line and a-30 -feet 15 -foot space. The solid line shall be installed to the right of the broken line in the direction of travel. Crosswalk Stripe A SOLID WHITE line, -13 8 inches wide and 10 -feet long, installed parallel to another crosswalk stri auvith a- 6-fse4 and parallel to the direction of traffic flow and centered in pairs on lane lines and the center of lanes. See detail sheet.. Stop Bar A SOLID WHITE line, —J- 12, 18 or 24 inches wide ualeas as noted ism on the Contract plans. Traffic Lau"L A WHITE marking rwafQ;ming to &he U mihikatm. preperxieaucing alphabetical letters.. 3ciglt.See contract plans and detail streets. SECTION 8- 22.3(5) IS REVISED AS FOLLOWS: 8- 22.3(5) Tolerances for Line Stripes (RC) Length of Stripe: The longitudinal accumulative error within a- 494eet 24 -foot length of skip stripe shall not exceed plus or minus 1 inch. SECTION 8- 22.30 IS REVISED AS FOLLOWS. 8- 22.3(17 Installation Instructions (RCS Installation instructions for plastic markings shall be provided for both the Contractor and the Engineer. All materials shall be installed according to the manufacturer's recommendations -and -a SECTION 8- 22.30 IS A NEW SECTION: 8 -22.3M Removal of Traffic Markers (RCS The work to remove all old or conflicting stripes, Iines, buttons or markers as required to complete the chamtelization of the project as shown on the plans or detail sheets shall be considered incidental to other contract pay items and no further compensation shall be made unless a separate pay item or items are provided for such removal. SECTION 8 -22.4 IS REVISED AND' SUPPLEMENTED AS FOLLOWS: 8-22.4 Measurement (RC) (SA) The measurement will be based on the travel distance - requited of a marking system capable... Cvo"Approach stripe, barrier stripe, crosswalk stripe, and stop bar will be measured by the linear foot of each marking type. Traffic arrows will be measured by the unit with each arrow head defined as a unit Traffic 3att6ral, handicapped parking stall symbols, preferential lane symbols, railroad crossing symbols, drainage markings, and cycle detector symbols will be measured by the unit. Measurement for paint/plastic stripe line removed shall be by the linear foot of ' ' wide line or shall be included m 1 th lump sum price for 'remove existing traffic tnarkms." ttnless to be paid as a separate pay item. If not mom. ified as a separate pay item then removal of existing traffic markings shall be considered incidental to the payment for other items of work and no further compensation shall be made. SECTION 8 -22.5 IS REVISED AND SUPPLEMENTED AS FOLLOWS. 8-22.5 Payment (RC) "Painted 6eFSApproach Stripe ", per linear foot. "Painted Traffic LstW1A9end ", per each- -Plastic Traffic i sU"I egend% per each. "Remove Paint Line .....' wide," per linear foot-* Page -SP-47 Revision Date: May 19, 1997 8 -23 Temporary Pavement Markings 8 -23 Temporary Pavement Markin >;s "Remove Plastic Line ....... Wide," per linear foot.* 'Remove existing traffic markings, 'per lump sum.* * The linear foot contract price for "Remove Paint Line" and 'Remove Plastic Line' and the lump sum contract price for 'Remove existing traffic markings' shall be full compensation for removal of existing traffic markings as per the plans, specifications and detail sheets. If these pay items do not appear in the contract schedule of prices, then the removal of old or conflicting traffic markings required to complete the channelization of the project as shown on the plans or detail sheets shall be considered incidental to other items in the contract and no further compensation shall be made. 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. 8 -23 Temporary Pavement Markings SECTION 8 -23.5 IS SUPPLEMENTED WITH THE FOLLOWING: 8 -23.5 Payment (RQ If no pay item is included in the contract for installation or for removal of temporary pavement markings then alI costs associated with these items are considered incidental to other items in the contract or included under "Traffic Control " if that item is included as a bid item. 1. Page -SP-48 Revision Date: May 19, 1997 1 9-00 Definitions and Tests u n H it D it 0 Division 9 Materials 9-00 Definitions and Tests SECTION 9-00 IS SUPPLEMENTED BY ADDING THE FOLLOWING. 9 -00(A) Recycled Materials (RC) The City encourages the use of recycled materials whenever practicable, provided that those materials meet or exceed all applsoable requireMpm s described elsewhere in the contract specifications Should recycled materials be utilized, the City mouires that a Recycled Product Reporting Form be completed by the Contractor. 9-02 Biftuninous Materials 9-02.1 Asphalt Material, General SECTION 9-02.1(10) IS A NEW SECTION: 9-02.1(10) Loop Sealant (RC) ir,.i.ec a ,-r;rwA reheewice in tie contract or and with recommendations. The contractor shall request and obtain approval from the Einar for the type of loop sealant to be used before installing detector loons and shall submit manufacturer ctttsheets or other data if requested by the Engineer in order to enable the Ruineer to determine the acceptability of the sealant. All loop sealant shall only be installed in thoroughly clean and dry pavement and shall be Wlied in conformance with the methods required as to tempetamre and means of application such as to completely fill the awcut area encapsulate the loop wines and adhere to the pavement. 9.03 Aggregates SECTION 9-03.8(6)A IS REVISED AS FOLLOWS: 9-03 80 A Basis of Acceptance (RQ 1. Asphalt Concrete wH1 be accepted based on its conformance to the project job mix formula (JMM. Ver- --4144 The asphalt-�RtQRS' am No 9 -02 Bituminous Materials material for payment may be produced for use on a prosect unl;n the job mix formula has been approved by the engmeer. The mixture shall be designed to meet the test criteria listed m Section M3.8 and remain within the limits set forth m M3.8 The determination of the job mix formula shall be the responsibility of the Contractor. The intermingling of asphalt concrete mixtures produced from more than one JMF is prohibited. Each strip of asphalt concrete pavement placed during a working shift shall conform to a single job mix formula established for the class of asphalt concrete specified unless there is a need to make an adjustment toss the JMF. The JMF shall be submitted in writing by the Contractor to the Engineer at least 10 days prior to the start of paving operations and shall include as a minimum: a. Percent passing each sieve size. b. Percent of asphalt cement. c. Asphalt grade. d. Mixing temperature. e. Compactson temperature. f. Anti -strip agent content. Tile Contractor may not make any chamt es to the JMF without prior written approval of the Engineer. Should a change in sources of materials be made, a new JMF must be approved by the Qineer before the new material is used. beea astabiij;hed. job 14;;G StaussiGn! Accepw=e 23. Job Mac Formula Tolerances and-44}asLtim• a. After the JMF is determined, the several constituents of the mixture at the time of acceptance shall conform to the following tolerances: Constituent of Mixture Tolerance limits The tolerance limit for each mix constituent shall not exceed the broad band specification limits apetxf>ed in Section 9- 03.80. Aggregate passing 1 ". Broad band specification 3/4" 5/8", /2 ", and limits Section 9-03.8(6). 3/8 sieves Aggregate passing 1/4" sieve t 6% Aggregate passing No. 10 sieve f 5% Aggregate passing No. 40 sieve f 4% Aggregate passing No. 200 sieve _t2% Notel Asphalt cement f0.5%Note2 For open graded mix: Tolerance limits shall be for aggregate gradation only and shall be as specified in Section (R9-03-8(6 Asphalt Note 1 — 2.0% if less than 50% RAP AY Pavement), 2.5% for 50% RAP or [[tore. 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. These tolerance limits constitute the allowable limits used in Section 5-04.3(8)A to determine accelllu_ .as-� m' 4. Page -SP-49 Revision Date: May 19, 1997 t. 9-04 Joint and Crack Sealing Materials 9 -05 Drainage Structures, Culverts, and Conduits 9-04 Joint and Crack Sealing Materials SECTION 9-04. 11 IS A NEW SECTION 9-04.11 Butyl Rubber (SA) Butyl rubber shall conform to ASTM D2000, Ml BG 610. 9 -05 Drainage Structures, Culverts, and Conduits SECTION 9-05.4 IS REVISED AS FOLLOWS: 9-05.4 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 coated (aluminized) ':eorrugated steel pipe and pipe arch with metallized coating ipplied - inside and out following welding is acceptable and shall be asphalt treatment coated. SECTION 9-05.7(2). ,`1S DELETED AND REPLACED BY THE FOLLOWING: 9-05.7(2) Reinforced Concrete Storm Sewer Pipe (RC) Reinforced Concrete Storm Sewer pipe shall conform to the requirements of ASTM C -76 and shall be Class IV. Cement used in the manufacture of reinforced concrete pipe shall be Type 11 in conformance with ASTM C150. No admixture shall be used unless otherwise specified. SECTION 9 -05.7(2)A IS SUPPLEMENTED BY THE FOLLOWING: 9- 05.7(2)A Basis for Acceptance (RC) All pipe shall be subject to (1) a three- edge - bearine streneth (D4oad) test in accordance with ASTM C76• and (2) a hydrostatic test of tubber gasket joints in accordance with ASTM C361 or AWWA C302 except test pressure shall be 5 psi SECTION 9 -05.7(3) IS DELETED AND REPLACED BY T aE FOLLOWING: 9 -05.7(3) Concrete Storm Sewer Pipe Joints (RQC Joint assembly design shall be reinforced concrete hell and spigot type incorporating a fully retained single rubber—gasket n i accordance with ASTM C361 or AWWA C302. Rubber at material shall be neoprene. esker SECTION 9 -05.7(4) IS SUPPLEMENTED BY THE FOLLOWING: 9 -05.7(4) Testing Concrete Storm Sewer Pipe Joints C Hydrostatic testing of rubber gasket ioints shag n performe d in accordance with ASTM C361 or AWWA C302 ex t test pressure shall be 5 psi. SECTION 9-05.9 IS REVISED AND SUPPLEMENTED AS FOLLOWS: 9 -05.9 Steel Spiral Rib Storm Sewer Pipe (RC) S1461 CP";W tib GW;M SOWS; PiFG 611211 Meet thip "G the WGGW - The manufacturer of spiral rib storm sewer pipe shall furnish the Engineer a Manufacturer's Certificate of Compliance stating that the materials furnished comply in all respects with these Specifications. The Engineer may require additional information or tests to be performed by the Contractor at no expense to the State. Unless otherwise specified, spiral nb storm sewer pipe shall be furnished with pipe ends cut perpendicular to the longitudinal axis of the pipe. Pipe ends shall be curt evenly. Spiral rib pipe shall be fabricated either by using a continuous helical lock seam or a continuous helical welded seam paralleling the rib. - Sp-;d &ib cte;m raw@; pipe sball have haliGal rib- Chu PFQj" cetatar. Steel spiral rib storm sewer pipe shall be manufactured of metallic coated (aluminized or galvanized) corrugated steel and be minimum of 0.95 inch high (measured as the minimum vertical distance from the outside of pipe wall immediately adjacent to the lockseam or stiffener to the top surface of rib) 'The maximum spacing of the ribs shall be 11.75 inches center to center (measured normal to the direction of the ribs). The radius of bend of the metal at the corners of the ribs shall be a minimum of 0.10 inch and a maximum of 0.17 inch. If the sheet between adjacent ribs does not contain a lockseam, a stiffener shall be included mid Page -SP -SO Revision Date: May L9, 1997 J !1 r i� 9 -06 Structural Steel and Related Materials between ribs having a nominal radius of 0.25 inch and a minimum height of 0.20 inch toward the outside of the pipe. Pipe shall be fabricated with ends that can be effectively jointed with coupling bands. when required spiral rib or narrow pitch spiral rib pipe shall be bituminous treated or paved The bituminous treatment for spiral rib pipe shall conform to the requirements of Sections 9- 05.4(3) and- 5.4 4) For narrow pitch spiral rib sewer pipe the helical ribs shall project outwardly from the smooth pipe wall and shall be fabricated frolic a single Wwkness of material. The nibs shag be .375 inch — 1/8 inch wide (measured outside to outside) and a minimum of 4375 inch high (measured as the minimum vertical distance of ribs shall be 480 inches center to Center (measured normal to the direction of the nibs) The radius of bead of the metal at the of the ribs shall be 0.0615 inch with an allowable tolerance of7L SECTION 9-0.12(3),[S A NEW ADDMONAL SECTIOM SECTION 9-00.14 IS DELISTED: SEC77ON 9 -05.17 IS REVISED AND SUPPLEMENTED AS FOLLOWS: 945.17 Aljumininn Spiral Rib Storm Sewer Pipe Unless otherwise specified, spiral rib storm sewer pipe shall be furnished with pipe aids cut perpendicadar to the longitudinal axis of the pipe- Pipe ends shall be cart evenly. Spiral rib pipe shall be fabricated by using a continuous helical lock seam with a seam gasket. 1 25 kriwe Colo; to cents; For spiral rib storm sewer pipe helical ribs shall project outwardly from the smooth pipe wall and shall be fabricated from a tingle thickness of material The ribs shall be 314 inch wide by 3/4 inch deep with a nominal spacing of 7 -1/2 inches center to center. Pipe shall be fabricated with ends that can be effectively jointed with coupling bands. For narrow pitch spiral rib storm sewer pipe, helical ribs shall project outwardly from the smooth pipe wall and shall be fabricated from a single thickness of material. The ribs shall be 0.375 inch + 9-08 Paints 1/8 inch wide (measured outside to outside) and a minmmun, spacing of ribs shall be 4.80 inches center to center (measured normal to the direction of the ribs). The radius of bead of the metal at the corners of the ribs shall be 0.06'i5 inch with an allowable tolerance of + 10 percent. For wide pitch spiral rib storm sewer pipe, helical ribs shall project outwardly from the smooth pipe wall and shall be fabricated from a single thickness of material. The ribs shall be 3/4 inch + 1/8 inch wide (measured outside to outside) and a minimum of 0.95 inch high (measured as the minimum vertical distance from the outside of pipe wall to top surface of the rib). The maximum spacing of ribs shall be 11.75 inches center to center (measured normal to the direction of the ribs). The radius of bend of the metal at the corners of the ribs shall be 0.0625 inch with an allowable tolerance of + 10 percent. 9 -06 Structural Steel and Related Materials 9-06.5 Bolts SEC17ON9- 06.50 HAS BEENSaPPLBMENTED BY ADDING: 9- 06.5(4) ' Anchor Bolts (RC) All anchor bolts, tuts, washers and anchor plates for signal poles street light poles, strain poles or other types of poles shall meet the recommended specifications of the pole manufacturer. The Contractor shall be responsible for providing to the Engineer any and all data concerning fabrication strength test results mill certification and other data required to confirm that the anchor bolts meet those specficauons. The following standard specifications shall apply to anchor bolts for street light, signal and strain poles provided that the Contractor can submit docahmentation from the manufacturer affirming that anchor bolts meeting these specifications are recommended for the pole to be installed thereon: 1 The standard anchor bolt for alum tnim street light poles shall be 42 inches in length and shall meet the reauuements of ASTM A 36 or ASTM A 307. The 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 me tes 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 supn1 ental plans or specifications Provided by the nun -da Curer. .All anchor bolts nuts arid- washers a W—' Me galvanized the manufacturer specifications and shall be IMM unless such t'alyanization is not Perim d 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 9-08.8(1) Coating System Specification IFD The following coating system specifications shall be used for coating (sealing) interior concrete (including the channel) surfaces of sanitary sewer manholes when required. Page -SP -51 Revision Date: May 19, 1997 9 -23 Concrete Curing Materials and Admixtures 9 -29 Illumination, Signals, Electrical Coating System Sperm cation A. General 1. Buried Manhole Surface Color Paint System a. Buried, and White C -1 exposed concrete surfaces. 9-08.8(2) Coating Systems A. High Solids Urethane Coating System: C1 Coating Material: High Solids Urethane Surfaces: Concrete Surface Preparation: In accordance with SSPC SP -7 (Sweep or brush off blast) Application: Shop/Field The drying time between coats shall not exceed 24hours in any case System 'Iltickness: 6.0 mils dry film Coatings: Primer: One coat of Wasser MC- Conseal high solids urethane (2 0 DFI) Finish: Two or more coats of Wasser MC- Conseal (min. 4.0 DFT) 9 -23 Concrete Curing Materials and Admbdures SECTION 9 -23.9 IS REVISED AS FOLLOWS: 9-23.9 Fly Ash (RC) Fly ash shall not be used around water lines. 9-29 Illumination, Signals, Electrical SECTION 9-29.1 IS SUPPLEMENTED BY ADDING THE FOLLOWING. 9-29.1 Conduit,(RC) The conduit P.V.C. - non - metallic shall be of the two indicated below: I - 1. Schedule 80--Extra heavy wall P.V.C. conforming to ASTM, Standards, to be used in all installations under roadways. 2. Schedule 40 heavy wall P.V.C. conforming to ASTM Standards. SECTION 9 -29.2 IS SUPPLEMENTED BY ADDING THE FOLLOWING: 9-29.2 Junction Boxes (RC) Junction boxes shall be reinforced concrete with galvanized steel from anchored in place and galvanized steel cover plate (Diamond pattern) as indicated on detail sheets. The inscriptions on the covers of the iunction boxes shall be as follows: 1. Signal only: "Signals" 2. Street Lighting only: 'lighting" 3. Traffic Signal and Street lighting Facilities: "TS -LT' The above inscriptions shall not be higher than the too surface SECTION 9 -29.3 IS REVISED AND SUPPLEMENTED AS FOLLOWS. 9 -29.3 Conductors, Cable (RC) Each wire shall be numbered at each tenninal end with a wrap - around type numbering strip bearing the circuit number shown on the plans. w. No splicing of any traffic signal conductor shall be •mitre;, unless otherwise indicated on the plans. All conductor runs shall be pulled to the appropriate signal terminal compartment board with pressure type binding posts. The only exceptions shall be the splices for detector loops at the nearest iunctton box to the loops The contractor shall provide and install all the neces ja wiring, fuses and fittings so as to complete the installation of the signal and lighting equipment as shown on the plans. All materials and installation methods, except as noted otherwise herein, shall comply with applicable sections of the National Electrical Code 8. Detector loop wire shalt be No. EU4 AWG stranded copper wire, Class B, with chemically cross - linked polyethylene type RHH -RH W insulation of code thickness. (11) Six pair - C unications cable ( all meet REA specification PE-39 and shall have 4&-pai�o. 19 AWG wires with 0.008 inch FPA/MPR coated aluminum shielding. The cable shall have a petroleum compound completely filling the inside of the cable. The shielded communications/signal interconnect cable shall meet the following: 1. Conductors: Solid, soft drawn, annealed copper, size 19 a_g. 2. Insulation: solid, virgin high density polyethylene or polypropylene, with telephone industry color coding. 3. Cable core assembly: insulated conductors are twisted into pairs with varying lays (twist lengths) to minimize cross talk and meet strict capacitance limits. 4. Shielding: A corrosion/oxidation resistant tinted ethylene copolymer coated (both sides) .008" thick corrugated aluminum tape shield- is applied longitudinally with shielding coverage. A .005 corrugated tape applied in the same mariner is acceptable. 5. Outer jacket: A black, low density high molecular weight virgin polyethylene (compounded to withstand sunlight, temperature variations and other environmental conditions Plus abuse during installation) is extruded overall to provide a continuous covering. 6. Footage markings: footage markings must be printed sequentially a minimum of 2' along the outer iacket. 7. Filling: the entire cable within the outer jacket is flooded with petroleum- volvethvlene eel filling compound including the area between the outer jacket and the shield. SECTION 9 -29.9 IS SUPPLEMENTED BY ADDING THE FOLLOWING: 9 -29.9 Ballast, Transformers (RC) The Ballast shall be pre -wired to the lamp socket and terminal board. SECTION 9 -29.10 IS SUPPLEMENTED BY ADDING THE FOLLOWING. 9 -29.10 Luminaires (RC) The filter shall bd charcoal with elast-omer gasket. Luminaires shall have a cast aluminum housing of the cobra head style with a glass ovate refractor. of the cover plates. 1 f- Page-SP-52 Revision Date: May 19, 1997 E-1 ti u Ci 0 I1 Lq-1 I is C 9 -29 Illumination, Signals, Electrical 9 -29 Illumination, Signals, Electrical The manufacturer's name or symbol shall be clearly marked on each luminaire. 9 -29.11 Control Equipment SECTION 9- 29.11(2) IS DELETED AND REPLACED WITH: 9- 29.11(2) Photoelectric Controls (RC) Photoelectric controls shall be a plug -in device, rated to operate on 120 volts 60 Hz. The unit shall consist of a light sensitive element connected to necessary control relays. The unit shall be so designed that a failure of any electronic component will SBCT70N 9 -29.13 IS SUPPL EbdULNTED BY ADDING THE FOLLOWING 9 -29.13 T mMe Signal Controllers (RC) The unit shall operate on 120 volt, 60 cycle, single phase akerngting current and shall use the power line frequency as a time 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 transistors shall be individually replaceable utilizing approved standard soldering techniques. latergrated circuits shall be mounted in sockets and shall be easily replaceable without soklerW All composients shall be standard 'Off the shelf items. The traffic signal c ontrdler shall be capable of interfacing with the Muldsonic real time master computer. The controller shall be capable of both on-line operation (control by the multisomc master computer) and standby operation. The controller shall establish the sequence of signal pleases including overlaps in conformance with the signal phasing diagram on the plans. When operating either in a faced tune mode or in a fully- actuated mode with volume density on each phase as roaaired. All clearance mnut and pedestrian timing shall be accomplished at the local SECTION 9- 29.13(2) IS REVISED AND SUPPLEMENTED AS FOLLOWS: 9- 29.13(2) Flashing Operations (RC) 2. Police Panel Switch. When the flash - automatic switch located behind the police panel door is turned to the flash position, the signals shall immediately revert to flash; however, the controller shall "STOP T tIE." When the switch is placed on automatic, the signals shall continue to flash for an additional 8 second flash period. At the completion of the continued 8 second flash period, unless otherwise specified, the controller shall immediately resume normal cyclic operations at the beginning of artery gstaa elr}�1 °w. 4. Power Interruption. On "NEMA" controllers any power interruption longer than 475 plus or minus 25 milliseconds, signals shall re-energize consistent with No. 2 above to ensure an 8 second flash period prior to the start of artery green. A power interruption of less than 475 plus or minus 25 millisecond.- shall not cause resequencing of the controller and the signal displays shall re- energize without change. 5. Conflict Monitor. Upon sensing conflicting signals or unsatisfactory operation voltages, the conflict monitor shall immediately cause the signal to revert to flash; however, the controller shall stop time at the point of conflict. After the conflict monitor has been reset, the controller shall immediately take command of the signal displays at the beginning of artery gnaw. elY low. 6. Flash unit shall be a two circuit type, capable of switching loads up to 1000 watts per circuit alternately at a rate of 60 flashes per minute per circuit, plus or minus two flashes per minute. SECTION 9- 29.13(3) IS REVISED AND SUPPLEMENTED AS FOLLOWS. 9- 29.13(3) Emergency Pre- emption (RC) Intnrediately after a valid call has been received, the pre-emption controls shall cause the signals to display the required clearance intervals and subsequent pre- emption intervals. Pre - emption shall sequence as noted in the contract. Pre- emption equipment shall be installed so that. internal wiring of the controller, as nonmally furnished by the manufacturer, is not altered. Emergency vehicle pre-emption shall be furnished as modules that plug directly into a rack wired to accept 3-M discriminator t w units The pre-emption system operation, shall be compatible with the 500 Series 3M company "opticom' system which the City of Renton is currently using and shall be capable of being activated by the same tans nitters. The optical signal discriminator system shall enable an authorized vehicle to remotely control traffic control signals from a distance of up to 1800 feet (0.54 kilometers) along an tinobstnrcfed "line of sight" path The system shall cause the traffic signals controller to move into an appropriate fire pre- emption program. this optical discriminator shall interface to the 562 software. for field programmability. It I shall consist of the following components: a Optical energy detectors -which shall be mounted On the traffic signal mast arms and shall receive the optical energy emitter's signal. b Discriminators which shall cause the signal cower to go into internal pre- enhpti oii which will give the authorized vehicle the right of way in the manner shown On the phase sequence diagram. c Pre- emption Indicator Lights. optical Detector a Shall be of solid state construction- b. Fittings shall meet the swi£P9„^ns of the system manufacturer to facilitate ease of installation. c Shall operate over an ambient temperature range of -40°F to +180° C to +85 °CC d Shall have internal circuitry encapsulated in a semi - flexible compound and shall be impervious to moisture. e_ Shall respond to the optical energy jMgU ` oerretated by a pulsed Xenon source with a pulse energy densl of 0.8 micro joule per square meter at the detector a rise time less than one microsecond and half power point pulse width on not less titan thirty microseconds. l: Page -SP -53 Revision Date: May 19, 1997 9 -29 Illumination, Signals, Electrical 9 -29 Illumination, Signals, Electrical Discriminator Each module shall do the following: a. Shall provide for a minimum of two channels of optical detector input. b. Shall provide for a minimum of two discrete channels of optically isolated output. When a pre- emption detector detects an emergency vehicle, the phase selector shall hold the controller in the required phase or advance directly to that phase after observing all vehicle clearances. The phase selector shall hold the controller in the phase selected until the detector no longer detects the emergency vehicle. When the phase selector is responding to one detector, it shall not respond to any other detector until calls from the first detector are satisfied. Indicator lights shall indicate power on, signal being received, channel called. Switches shall control system power and simulate detector calls for each phase. SECTION 9- 29.13(2 )_;IS SUPPLEMENTED BY ADDING THE FOLLOWING. 9- 29.13(4) Wring Diagrams (RC) The controller cabinet shall have a waterproof envelope with a side access attached to the inside of the cabhxt door. At the time of delivery the envelope shall have four complete sets of schematics and manuals for all assemblies and sub- assemblies. SECHON 9-29.130 IS SUPPLEMENTED BY ADDING THE FOLLOWING. 9- 29.130 Radio Interference Suppressors A Cornell - Dubiler radio interference filter NF 10801 -1 30 amps or equivalent shall be used to filter the A.C. power. Additionally, all power supplies shall have noise immunity from other devices within the cabinet. SECTION 9-29.130 IS REVISED AND SUPPLEMENTED AS FOLLOWS. 9- 29.13(7) Traffic- Actuated Controllers (RC) Traffic - actuated controllers shall be electronic devices which, when connected to traffic detectors or other means of actuation, or both, shall operate the electrical traffic signal system at one or mom intersections. All solid -state electronic traffic - actuated controllers and their supplemental devices shall employ digital timing methods. The traffic signal control equipment, unless otherwise permitted, in the contract, must specifically conform to current NEMA specifications. Actuated traffic signal controllers shall be 8 -phase control units. Volume -density timing features shall be provided on all controllers. w appmveel maker ir mandator -y, and demenstratien of will of Readquailem Adate;—& .% of sofkw�rs or by use at blUNIA over-iap boar-.46. T la�to�.wscnag„ msclted of G,.,-r, aAs. ;wUrations for timing ipwvals in both ;;Rgs With G&OF timing data. «• actvatien. All timing functions and input and output features for fully actuated, volume - density operation shall be provided in accordance with NEMA standards. The controller shall provide for setting each timing interval by means of positively calibrated settings. The tuning functions shall be on the front of the controller unit or shall have k�t+__rd anay and liquid crystal display. For the standby operation the traffic signal controller shall include all circuitry ieguired to provide all timing and all functions for signal operation in afully- actuated mode. Standby operation shall automatically occur upon opening of interconnect lines, failure of central master computer, or when specified by the master. The standby operation shall follow and be coincidental in phase to that phase being displayed at the start of standby operation. Transfer from computer supervision shall not call up a starting Yellow. SECTION 9- 29.13(7)4 IS SUPPLEMENTED BY ADDING THE FOLLOWING: 9- 29.13C7)A Environmental, Performance and Test Standards for Solid-State Traffic Controllers (RC) The traffic signal controller assemblies, including the traffic signal .controller, auxiliary control equipment and cabuut shall be shop tested to the satisfaction of the Engineer. Testing and check- out of all timing circuits, phasing and signal operation shall be at the City of Renton Signal Shop, Renton, Washington. The Signal Shop will make space available to the contractor for the required test demonstrations. The contractor shall assemble the cabinet and related signal control equipment ready for testing. A complete demonstration by the contractor of all integrated components satisfactorily functioning shall start the test period. Any malfunction shall stop the test period until all parts are satisfactorily operating. The test shall be extended until a minimum of 72 hours continuous satisfactory performance of the entire integrated system has been demonstrated. The demonstration by the contractor to the Engineer of all components functioning properly shall not relieve the contractor of any responsibility relative to the proper functioning of all _aforestated control gear when field installed. SECTION 9-29.13(7)B IS REVISED AND SUPPLEMENTED AS FOLLOWS: 9- 29.13(7)B Auxiliary Equipment for Traffic Actuated Controllers (RC) Police 9=41 cu-sches g:$G6P;ftGlG ;r-2PA to +�ir�nus- -aa�Jv to auxilia�— Page -SP -54 . Revision Date: May 19, 1997 �,l P� F-J n I I ��j 0 P, u CI 0 9 -29 Illumination, Signals, Electrical 9 -29 Illumination, Signals, Electrical Power Switches There shall be a main power switch inside the cabinet that shall render all control equipment electrically dead when turned off. There shall be a controller tower switch that shall render the controller and load switching devices electrically dead while maintaining flashing operation for purposes of changing controllers or load switching devices. Stop Time Bypass Switch There shall be a switch in the cabinet identified as the stop time bypass switch If the intersection is placed on flashing operation either by the flash switch or the fail safe monitor, the controller shall immediately stop time. The stop time bypass switch shag remove stop time from the controller and permit normal cycling operation while the intersection remains in flashing operation, DETECTOR test switch Each vehicle and pedestrian phase shall have a momentary (spring return) detector test switch. When depressed, the switch shall phase a call On its respective signal phase. The convenience outlet and lamp socket A convenience outlet protected with a ground fault interrupter and an incandescent lamp socket shall be furnished in the main cabins A door switch for the lamp shall be provided. THIS circuit shall be protected by a circuit breaker rated at 20 amps. Fail Safe Unit Fail safe unit shall meet the NEMA -PLUS specifications and shall monitor both the positive and negative portions of the A.C. sine wave for all green, amber and pedestnart walk _indications. The duration of a display of conflicting indications shall not be long enough to be visible to motorists or pedestrarus before the monitor initiates flashing operation There shall be a visual indication that the monitor has preunped normal operation. The fail safe monitor shall be Model SSM -121B as manufactured by Eberle Design Inc., or approved equal. Surge Protector (Lighting Arrester The controller shall have an input voltage surge protector that shall protect the controller input from any voltage surges that could damage the controller or any of its components. Field Wiring Terminal There shall be a terminal strip for field wiring in the controller cabinet. The terminals Mall be numbered in accordance with the schematic wiring diagram on the plats. If a different numbering system is used for the cabinet wiring, then both numbers shall label each terminal and the cabinet wiring schematic drawing shall include the field wiring numbers where the terminal strip is illustrated A common bus bar with a minimum of 15 terminals and a ground bar with a minimum of 6 terminals shall be provided. Computer Interface Unit interconnect cables. SECTION 9- 29.13(7)D IS REVISED AND SUPPLEMB11i!'ED AS FOLLOWS: 9- 29.13C7)D Controller Cabinets (RC, SA) 1. Construction shall be of 0.073 -inch minimum thickness Type 304 stainless steel, 0.125 -inch minimum thickness dew arwdked -sheet aluminum, or cast aluminum. Cabinets shall be finished inside with an approved finish coat of exterior white enamel and outside with an approved enamel finish, light gray or aluminum in color. As an alternate to painting, the outside and inside of the aluminum cabinets may be clear anodized aluminum. S. 7be cabinet door shall be provided with: a. A spring loaded construction core lock capable of accepting a Best CiC series core installed by others. Cast cabinets shall have an approved one point positive latch. Formed cabinets shall have a three point latch. b. A police panel door with a stainless steel hinge pin and a lock. Two police keys with shafts a minimum of 13/4 inch long shall be provided with each cabinet. Cabinet doors shall be gasxetea r - - - - - - -- - with one piece dose cell neoprene They shall be atuiAl4 with some type of stops so the door maY be held open in either of two - positions at approximately 90 degrees and 180 degrees and be of suitable design to withstand a 40 mph wind.. d. A two position door stop assembly. e The Controller cabinet shall have a load bay panel with A _ .. _ _r .t. �..si f.•encfer termmauVLjb Vu uac Lm%,n va coafb;miag to IR 22 SECTION 9 -29.16 IS SUPPLEMENTED BY ADDING T HE FOLLOWING: 9 -29.16 Vehicular Signal Heads (RC) Vehicular signal heads shall have 11 inch �lea s shes "tgnaluhead shown otherwise on the signal plans housings shall consist of separate sections and be expandable tyke for vertical mounting. Lens shall be lass and meet I.T.E. Specifrcations for light output Reflectors shall be iliac' Each signal head shall have a 1/4 inch drain hole in its base. Page -SP -SS Revision Date: May 19, 1997 9 -29 Illumination, Signals, Electrical 9 -29 Illumination, Signal Electrical Vehicle signal heads shall be cast aluminum. All signal heads shall include a back plate 5 inch square cut border. Signal heads, including outside of visors and back of back plates shall be finished with two coats of factory- applied traffic signal yellow baked enamel. The inside of the visors and front of back plates shall be finished with two coats of factory - applied flat black enamel Mounting hardware will provide for a rigid connection between the signal head and mast arm. All mounting hardware will be of the top - mount plumbizer type as shown on the standard plans, unless specified otherwise on the plans. Position 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 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 the grade at the center of the roadway. All bolts and other miscellaneous mounting hardware shall be stainless steel. SECTION 9 29.16(2)1 HAS BEEN REVISED AS FOLLOWS. 9- 29.16(2)A Odra! Units (RC) Eight inch conventional signals shall employ a 67 to 69 watt traffic signal lamp rated for 130= volt operation, 595 minimum initial ihunen, 665 rated initial lumen, 8,000 -hour minimum, 2 7116 -inch light center length. A-21 bulb, medium base, clear traffic signal lamp. Twelve inch traffic signal heads require 110130:volt, 165 watt, 1,750 minimum initial lumen, 1950 rated initial lumen clear traffic signal lamps with a 3 -inch light center length, 8,000 hour minimum rated life, P -25 bulb and medium base. Bulbs shall be installed with the opening between the filament ends up. SECTION 9- 29.16(2)B BAS BEEN REVISED AS FOLLOWS: 9- 29.16(2)8 Signal Housing (RCS Each lens shall be protected with a removable visor of polyca4anate P! aluminum of the tunnel type, unless specified otherwise in the contract. Visors shall have attaching ears for installation to the housing doors. Conventional signal heads shall have square doors. SEC77ON 9-29.16(2)C HAS BEEN REVISED AS FOLLOWS. 9- 29.16(2)C Lott_yered Visors R� Where noted in the Contract, louvered tunnel visors shall be furnished and installer = Directional louvers shall be constructed to have a snug fit in 1W signal visor. The outside cylinder shall be constructed of alumi , and the louvers shall be constructed of anodized aluminum painted flat black. Dimensions and arrangement of louvers shall be as shown in the contract. SEC17ON 9- 29.16(2)D HAS BEEN DELETED AND REPLACED WITH.• 9- 29.16(2)D Back Plates (RC) Back plates shall be furnished and attached to the signal heads. Back plates shall be constructed of anodized, 3-S half-hard aluminum sheet, 0.058 -inch minimum thickness, with 5-inch square cut border and painted black in front and yellow in back. 9- 29.16(2)E Painting Signal Heads (RC) Traffic signal heads, including outside of visors and back of back plates, shall be finished with two coats of factory applied traffic signal ems- glow baked enamel. The inside of visors, front of back plates, and louvers shall be finished with two coats of flat black enamel. SECTION 9- 29.16(3) (RC) IS DELETED. (RC) SECTION 9- 29.16(3)A (RC) IS DELETED. 9-29.16(3)A 9 inch Ro4trar-bonate (RC) SECTION 9- 29.I6(3)B (RC)IS DELETED. 0-19 16(3)2 J-1-1—ach po�&Garmbonme Heads (RC) SECTION 9 -29.17 HAS BEEN REVISED AS FOLLOWS. 9 -29.17 Signal Head Mounting Brackets and Fittings (RC) pittings nei:Te,e eewi4 be if � ongaiawl, -.All ethe"tardware for oiler- mounts shall be painted with two coats of factory applied traffic signal Federal yellow g on -baked enamel SECTION 9-29.18(1) IS SUPPLEMENTED AND REVISED AS FOLLOWS: 9- 29.18(1) Induction Loop Detectors (RC) Detector amplifiers shall be Detector Systems model 810A or equal. Induction loop amplifiers installed with NEMA controls shall conform to current NEMA specifications. Anpliflemhtstallad I" SECTION 9 -29.20 HAS BEEN REVISED AS FOLLOWS. 9 -29.20 Pedestrian Signal (RC) Pedestrian signals shall be either iacandowent- fiber optic or neon -grid type, or other types as specified in the contract. Pedestrian signals shall conform to ITE Standards (Standard for Adjustable Face Pedestrian Signal Heads, 1975). a minimv--- - f 4 14 inrhes hi& Symbol messages, when specified, shall be a minimum of 12 inches high and 7 inches in width. Housings shall be die,-cast aluminum and shall be painted with two coats of factory applied traffic signal ellow enamel. VACANT SECTION 9- 29.20(1) IS REPLACED BY ADDING THE FOLLOWING NEW SECTION: 9- 29.20(1) Fiber Optic Type (RC) The_ fiber optics` shall be drawn from ontical 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 0 L 1 J f L� 0 l I 9 -29 Illumination, Signals, Electrical 9 -29 Illumination, Signals, Electrical of the sign The light guides shall contain fibers with a diameter of 53 microns Each single arm in the harness shall contain approximately 300 fibers. The optical sheathing shall have a wall thickness of at least 1.5 microns. The common end of each bundle shall have a hexagonal bundle format. The common bundle end and each arm end sha11 be epoxied and optically polished. The light source shall be a halogen incandescent lamp with dichroic reflector. The law shall use built -in lead -in wires instead of pins The reflector shall be covered with a hard coating capable to withstand a temperature of 400 degrees Centigrade, rapid temperature changes aggressive chemical attacks. The coating shall be tested by soaking in Oxalic Acid 0.71N for a period of 2 hours The coating shall not dissolve during this period. The lamp shall be 50 watt and rated for 6000 hours at 10 volts. The lamp together with the fiber shall produce a light intensity as high as 3800CD The 115 -volt primary, 10 -volt secondary transformers, night guides and all wiring shall be enclosed in a sheet aluminum housing The matrix plate shall be consguted of 0.125 thick aluminium sheet protected by a 0.125 pohcarboimte sheet. The sib housing " be weather tight. Each common end of a bundle shall have a clip -on type color filter, one of Portland Orange and one of Lunar White. The viewing end of the fiber optic display shall riot rMire a cone for magnification, and shall provide a wide viewing angle Each message shall have a minimum of 82 light points All components shall be fastened to the flat black matrix plate When the sign is not illuminated, it shall blank out with no message legible The low power consumption lamps shall be serviceable without any tools. SECTION 9- 29.20(2) IS REVISED AND SUPPLEMENTED AS FOLLOWS: 9- 29.20(2) Neon Grid Type (RC) All neon grid heads shall be equipped with Z crate visors made of polycarbonate plastic designed to eliminate sun phantom. Neon tubing shall be enclosed and shockmounted inside a ed plastic module. GQQt2Gt6 -PA The pedestrian signal shall have a solid state message module, electronic ballast, no external transformer, and operate at 30 watts. The heads shall display two symbol messages "hand" (for the do not walk mode) in Portland orange and "Man" (for the walk mode) in lunar white. The message module shall consist of two neon gas pubes enclosed in a housing made of polycarbaia Plastic The lens material shall be polycarbonate plastic. The visors shall be flat black in color. SECTION 9 -29.24 IS DELETED AND REPLACED BY THE FOLLOWING: 9 -29.24 Service Cabinets (RC) The signal1street lighting service cabinet shall be as indicated on the contract plans and detail sheets. All electrical conductors, buss bars and conductor terminals shall be copper or brass. The cabinet shall be fabricated from galvanized cold rolled sheet steel, with 12 gauge used for exterior surfaces and 14 gauge for interior panels Door hinges shall be the continuous concealed piano type and no screws rivets or bolts shall be visible outside the enclosure. The cabinet door shall be fitted for a Best internal type lock. The cabinet shall have ventilation louvers on the lower and upper sides complete with screens filters and have rain tight gaskets. The cabinet door shall have a one piece weather proof neoprene gasket. SECTION 9- 29.24(1) IS DELETED AND REPLACED WEE THE FOLLOWING: 9- 29.24(1) Painting (RC) The finish coat shall be a factory baked on enamel light grey in color. The galvanized surface shall be etched before the baked on enamel is applied. The interior shall be given a finish coat of exterior grade of white metal enamel. Painting shall be done in conformance with the provisions of Section 8- 20.3(12). SECTION 9-29 24(2) IS DELETED AND REPLACED WITH THE FOLLOWING: 9- 29.24(2) Electrical Circuit Breakers and Contactors (RC) The electrical circuit breakers and contactors shall be as indicated on the contract plans and detail sheets. The following equipment shall be featured within the cabinet. 1. Main circuit breaker 2. Branch circuit breakers 3. Utility plug (120 volt 20 Amp rated) G.F.I. Tym 4. Light control test switch (120 volt -15 Amp) 5. Contactor relay for each circuit 6. Double pole branch breaker(s) for lighting circuits (240 volt 7. One 120 volt, 20 Amp single pole branch breaker (for utility plugs) 8. Type 3- single phase 120/240 volt grounded neutral service 9 One 120 volt 40 Amp single pole branch breaker (signal service 10. Complete provisions for 16 breaker poles 11 Name plates phenolic black with white engraving except the main breaker which shall be red with white lettering. All name plates shall be attached by S.S. screws. 12 Meter base sections are unnecessary SECTION 9 -29.25 tS DELETED AND SUPPLEMENTED BY TEE FOLLOWING: 9 -29.25 Terminal and Interconnect Cabinets (RC) The pole mounted terminal box shall be trade of molded fiberglass be grey in color, be approximately 16" high x 13 -7/8" wide x 5-7/8' deep and have a minimum of 16 terminals on the terminal blocks The box shall be weather tight, have a We door with continuous hinge on one side and screw hold downs one the door locking side. All hardware will be stainless steel All mound hardware shall be stainless steel and shall be ineideatal to the unit price of terminal box. Terminal blocks shall be 600V heavy duty barrier type• Each The marker actin terminal shall be separated by a marker �+r+ shall be rinanentl marked with the cuctiit number indicated m the Plans Each connector shall be a screw : wlth No. 10 post capable of accepting no less than 3 #12 AWG wiles fined with spade tips. Cabinet doors shall be gasketed with cone -piece closed cell neoprene gasket and shall have a stainless steel Plano e. One spare 12 position terminal block shall be installed m each terminal cabinet and amplifier cabinet. Mounting slWl be as noted in the contract. Interconnect splice tower cabinets shall be T ML F witi nominal dimensions of 22" high x 13" wide x 11 de _and constructed of cast aluminum and fitted with a Best internal lock. Page -SP -57 Revision Date: May 19, 1997 9 -30 Water Distribution Materials 9 -30 Water Distribution Materia[s L-i 9 -30 Water Distribution Materials 9 -30.1 Pipe SECTION 9- 30.1(1) IS REVISED AS FOLLOWS. 9- 30.1(1)Ductile Iron Pipe (RC) 1. Ductile iron pipe shall be centrifugally cast and meet the requirements of AWWA C151.. Ductile iron pipe shall have a cement- mortar lining meeting the requirements of AWWA C104. . All other ductile iron pipe shall be Standard Thickness Class 5= or the thickness class as shown in the Plans. 9-30.3 Valves SECTION 9- 30.3(1) HAS BEEN REVISED AS FOLLOW.• 9- 30.3(1) . Gate Valves (RC) Valves shall be designed for a minimum water operating pressure of 200 PSI.- Gate valves shall be Iowa Liu 14, Mueller Company No. A2380, Kennedy, or M&H. Approval of valves other than models specified shall be obtained prior to bid opening. All gate valves less than 12" in diameter shall include an 8' x 24" cast iron gate valve box and extensions, as required. All 12" diameter and larger gate valves shall be installed in a vault. See Water Standard Detail for 12" gate valve assembly vault and 1" bypass installation. Gate valves shall conform to AWWA C500 and shall be iron body, bronze- mounted, double disc with bronze wedging device and 0-ring stuffing box. RESII1ENT SEATED GATE VALVES: Resilient seated gate valves shall be manufactured to meet or exceed the requirements of AWWA Standard C509 latest revisions. All external and internal ferrous metal surfaces of the gate valve shall be coated for corrosion protection with fusion bonded epoxy. The epoxy coating shall be factory applied to all valve parts prior to valve assembly and shall meet or exceed the requirements of AWWA Standard C -550 latest revision. Valves shall be provided with two (2) internal 0-ring stems seals. The valves shall be equipped with one (1) anti- friction washer. The resilient gate valve shall have rubber sealing surfaces to permit bi- directional flow. The stem shall be independent of the stem nut or integrally cast. Manufacturers of Resilient Seated gate Valves shall provide the City on request that the valve materials meet the City specifications. Valves shall be designed for, a minimum water operating pressure of 200 psi. End connections shall be mechanical ioints, flanged ioints or mechanical by flanged joints as shown on the proiect plans. Resilient Seated Gate Valves shall be U.S. Metroseal 250 Clow, M&H Style 3067, Mueller Series 2370, Kennedy. Approval of valves other than model specified shall be obtained prior to bid opening. All gate valves less than 12 inches in diameter shall include an 8'x24" cast iron gate valve box and extensions, as required. All 12 inch diameter and larger resilient seated gate valves shall have a 1 inch by -pass assembly and shall be installed in a concrete vault per City of Renton Standard Details latest revision SECTION 9- 30.3(3) IS SUPPLEMENTED BY ADDING THE FOLLOWING: 9- 30.3(3) Butterfly Valves Butterfly valves shall be Dresser 450 or Pratt Groundhpit SECTION 9- 30.3(5) HAS BEEN DELETED AND REpL4CED WITS THE FOLLOWING: 9- 30.3(5) Valve Marker Posts (RC) The valve markers shall be fabricated and installed in conformance with the Standard Drawings. Valve markers shall be carsonite composite utili marker .375 "x 6'-0 or approved equal with blue label "water. SECTION 9- 30.3(7) HAS BEEN SUPPLEMENTED AS FOLLOWS. 9- 30.3('7) Combination Air Release/Air Vacaum Valves (RC) Air and vacuum release valves shall be APCO- Valve and Primer Corp, "Heavy - Duty,' combination air release valve or equal. Installation shall be per the City of Renton Standard Detail latest revision. Piping and fitting shall be copper or brass. Location of the air release valve as show on the plans is approximate. The installation shall be set at the high point of the line. SECTION 9- 30.3(8) IS REVISED AS FOLLOWS. 9- 30.3(8) Tappicg Sleeve and Valve Assembly (RC) Tapping sleeves shall be cast iron, ductile iron staialesssteel, epoxy - coated steel, or other approved material. SEC77ON 9- 30.3(9) IS A NEW SECTION: 9- 30.3(9) Blow-Off Assembly (RC) Permanent blow -off assembly shall be #78 Kupferle Found Co. or approved equal. Installation of blow -off permanent blow - off assembly shall be per City of Renton Water Standard Detail, latest revision. Pipe and fittings shall be galvanized. Blow -off assembly shall be installed at location(s) shown on the plans. Temporary blow -off assembly on new dead -end water main shall b_ a installed at location shown on the plans. Temporary blow -off assemblies for testing and flushing of the new water mains will not be included under this item and shall be considered incidental to the contract and no additional payment shall be made. SECTION 9 -30.5 IS SUPPLEMENTED BY ADDING THE FOLLOWING. 9 -30.5 Hydrants (RC) Fire hydrants shall be Iowa Corey Type (opening with the pressure) or approved equal conforming to AWWA C- 502 -85. Approval must be obtained prior to bid opening. Compression type fire hydrants (opening against pressure) shall be Clow Medallion. M&H 929. Mueller Super Centurion 200, conforming to AWWA C- 502 -85. SECTION 9- 30.5(1) IS SUPPLEMENTED BY ADDING THE FOLLOWING. 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 Dale: May 19, 1997 fl fl r- �1 �1 'J u C C i 1 r e j 9 -30 Water Distribution Materials SECTION 9- 30.5(2) IS DELETED AND REPLACED WITH THE FOLLOWING: 9- 30.5(2) Hydrant Dimensions (RC) Fire hydrants shall be Corey type (opening with the pressure) or compression type (opening against pressure) conforming to AWWA C- 502-85 with a 6 inch mechanical Count inlet and a main valve opening (M.V.O.) of 5 1/4 inches two 2 1/2 inch hose nozzles with National Standard Threads 7 112 threads per inch and one 4 inch pumper nozzles with the new Seattle Pattern 6_threads per inch 60 degrees V Threads outside diameter of male tread 4.875 and root diameter 4.6263. Hydrants shall have a 1 -1/4" pentagon operating nut opened by turning counter clockwise (left). The two 2 -1R" hose nozzles shall be fitted with cast iron threaded caps with operating nut of the same design and proportions as the hydrant stem nut. Caps shall be fitted with suitable neoprene gaskets for positive water tightness under test pressures. The 4' pumper nozzle shall be fitted with a Stortz adapter, 4" Seattle Thread x 5' Stortz Stortz adapter shall be forged and/or extruded 6061 -T6 aluminum alloy, hardcoat anodized. Threaded end portion shall have no lugs and 2 set screws 180 degrees apart. Stour face to be metal no gasket to weather. Stortz cap to have 9 -30 Water Distribution Materials synthetic molded rubber gasket, and shall be attached to h_ ydrant adapter with 1/8" coated stainless steel aircraft cable. Fire hydrants shall be installed per City of Renton Standard Detail for fire hydrants, latest revisions. SECTIONS OF 9- 30.6(3) HAVE BEEN MODIFIED AS FOLLOWS: 9- 30.6(3) Service Pipe 9- 30.6(3)B Polyethylene Pipe (RC) Polyethylene pipe shall not be used. 9- 30.6(3)C Polybutalene Pipe (RC) Polybutalene pipe shall not be used. SECTION 9- 30.6(4) HAS BEEN REVISED AS FOLLOWS: Fittings used for copper tubing shall be compression type with gripper rmg. SECTION 9- 30.6(5) HAS BEEN SUPPLEMENTED AS FOLLOWS. 9- 30.6(5) Meter Setters (RC) Meter setters shall be installed per the City of Renton Standard Details for water meters, latest revision. Page -SP -59 Revision Date: May 19, 1997 C W 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. Page -SP -60 Revision Date: May 19, 1997 SECTION 1 SECTION 2 02.AP1 SECTION 1 -02, BID PROCEDURES AND 03.AP2 SECTION 2-03, ROADWAY EXCAVATION CONDITIONS AND EMMANHIVIENT (March 3,199;9 (March 3, 19M "Imgulaz, proposals" revised. A new Amendment. Sub - section 2 -03.3(2) Rock Cuts is revised. Sub - section 2 -03.3(14)K Select of 04.AP1 SECTION 1-04, SCOPE OF THE WORK Common Borrow is added. (March 3, 19979 . "Embankments at Bridge and Trestle Ends" "Increased or Decreased Quantities" revised. formula revised. 07.API SECTION 1-07, LEGAL RELATIONS AND 09.E SECTION 2.09, STRUCTURE EXCAVATION ® RESPONSIBILITIES TO THE PUBLIC (March 3, 1997) ■ (March 3, 1997) Anew Amendment. Sub- section 2-09.3(4) A new Amendment. Sub- section 1;07.9(5) Construction Requirements, Structure Excavation, Required Documents is revised. Sub - section Class B, Sub - section 2 -09.4 Measurement, and 1-07.13(4) Repair of Damage is added. Sub - section 2-09.5 Payment are revised. Sub - "Required Records and Retention- revised. section 2- 09.3(1)E Backfilling, Controlled Density 09.AP1 SECTION 1-09, MEASUREMENT AND Fill is added. "Measurement" drywells added. PAYMENT (March 3, 1997) "Payment for Material on Hand" revised. SECTION 3 10.AP1 SECTION 1 -10, TEWORARY TRAFFIC 02.AP3 SECTION 3-02, STOCKPILING CONTROL AGGREGATES (March 3, 1997) (March 3, 19979 Anew Amendment. Sub- section 1- 10.3(5) "Asphalt Concrete Aggregates- revised. Temporary Traffic Control Devices is revised. Sub- section 1 -10.5 Payment is added. "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) 5- 04.3(10)B A new Amendment. Sub - section — Control is revised. Page -SP -60 Revision Date: May 19, 1997 WSDOT AMENDMENTS SECTION 6 02.AP6 SECTION 6 -02, CONCRETE STRUCTURES (March 3, 1997) A new Amendment. Sub - section 6 -02.3(2)C Contracting Agency- Provided Mix Design, Sub- section 6 -02.3.(6)A Weather and Temperature Limits to Protect Concrete, and Sub - section 6- 02.3(24)C Placing and Fastening are revised. Subsection 6 -02.3(6)A Temperature and Time for Placement is added. Sub - section 6 -02.3(11) Curing Concrete is added. "Face Lumber, studs, Wales, and Metal Forms ", and "Field Bending" are revised. 10.AP6 SECTION 6-10, CONCRETE BARRIER (March 3, 1997) A new Amendment. Sub - section 6 -10.5 Payment is supplemented with an additional item. Sub- section 6- 10.3(1) Precast Concrete Barrier is added. " Precase Conc. Barrier" curing revised. SECTION 7 05.AP7 SECTION 7 -05, MANHOLES, INLETS, AND CATCH BASINS (March 3, 1997) Revised to include drywells. New standard item 1062 "precast conc. drywell". Revised standard item 7345 `Abandon Existing Manhole". 06.AP7 SECTION 7 -06, CONCRETE PIPE ANCHORS (March 3, 1997) This section is deleted in its entirety. 08.AP7 SECTION 7 -08, GENERAL PIPE INSTALLATION REQUIREMEN17S (March 3, 1997) A new Amendment Sub - section 7 -08.3(1)C Pipe Zone Bedding is renamed to Bedding the Pipe. Sub - section 7 -08.3(2)D Pipe Laying — Steel or Aluminum, Sub - section 7 -08.4 Measurement, and Sub - section 7 -08.5 Payment are revised. "Materials ", "Trenches ", "Jointing of Dissimilar Pipe ", and "Payment" are revised. "Standard plan for pipe collars pending. 17.AP7 SECTION 7 -17, SANITARY SEWERS (March 3, 19979 A new Amendment. Sub - section 7- 17.3(2)C 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) WSDOT AMENDMENTS SECTION 8 09.AP8 SECTION 8 -09, RAISED PAVEMENT MARKERS (March 3, 1997) Anew Amendment. Sub - section 8-09.1 Description is revised. A new section, Sub- section 8 -09.3(5) Recessed Pavement Markers is added. Sub - section 8-09.5 Payment is supplemented and revised. Section revised St. Item from plural to singular. 10.AP8 SECTION 8 -10, GUIDE POSTS (September 30, 1996) A new Amendment. Sub - section 8 -10.2 Materials is revised. Sub- section 8 -10.3 Construction Requirements is revised. ILAP8 SECTION 8-11, GUARDRAIL (March 3, 1997) Anchor Installation revised. 15.AP8 SECTION 8-15, RIPRAP (March 3, 1997) "Materials ", and "Measurement" are revised. 17.AP8 SECTION 8 -17, IMPACT ATTENUATOR SYSTEMS (March 3, 1997) Construction Requirements revised. 20.AP8 SECTION 8 -20, ILLUMINATION, TRAFFIC SIGNAL SYSTEMS, AND ELECTRICAL (March 3, 1997) A new Amendment. Sub - section 8- 20:3(4) Foundations is revised. Sub - section 8- 20.3(13)A Light standards is added. "Equipment List and Drawings" revised. 21.AP8 SECTION 8 -21, PERMANENT SIGNING (March 3, 1997) A new Amendment.. Sub - section 8- 21.3(6) Sign Refacing is revised. Sub - section 8 -21.2 Materials is added. Sub - section 8- 21.3(9)F Bases is added. Sub - section 8 -21.3 Construction Requirements is added. "Construction Requirements ", and "Materials" are revised. 22.AP8 SECTION 8 -22, PAVEMENT MARKING (March 3, 1997) A new Amendment. Sub - section 8 -22.4 Measurement is revised. "Materials" revised. Page-SP-61 Revision Date: May 19, 1997 N -J �1_ Page -SP -62 Revision Date: May 19, 1997 WSDOT AMENDMENTS WSDOT AMENDMENTS 10.AP9 SECTION 9 -10, PILING SECTION 9 (September 30, 1996) OLAP9 SECTION 9 -01, PORTLAND CEMENT A new Amendment. Sub - section 9 -10.1 Timber Sub 9 (September 30, 1996) Piling is revised. - section -10.5 Steel Piling A new Amendment. Sub - section 9 -01.3 Tests and "Mill Test is revised. Use message revised. Acceptance is revised to reference Report Number ". 11.AP9 SECTION 9 -11, WATERPROOFING 02.AP9 SECTION 9 -02, BITUMINOUS MATERIALS (March 3, 1997) Asphalt waterproofing revised. ka (March 3, 1997) "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. (March 3, 1997) "Gravel Backfill ", revised to include drywells. "Concrete Slab Riprap" section deleted. 04,Ap9 SECTION 9 -04, JOINT AND CRACK 16.AP9 SECTION 9 -16, FENCE AND GUARDRAIL SEALING MATERIALS (March 3, 1997) (March 3, 1997) "Posts and Blocks ", revised. "Joint Mortar" revised. 17.AP9 SECTION 9 -17, FLEXIBLE GUIDE POSTS 05.AP9 SECTION 9 -05, DRAINAGE STRUCTURES, (September 30, 1996) CULVERTS, AND CONDUITS A new Amendment. Sub- section 9-17.1 General (March 3, 1997) is revised. A new Amendment. Sub - section 9 -05.6(4) Structural Plate Pipe Arch, Sub - section 9- 21.AP9 SECTION 9 -21, RAISED PAVEMENT 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) A new Amendment. Sub - section 9- 21.1(1) Profile Wall PVC Storm Sewer Pipe are revised. Physical and Chemical Properties and Sub - section Sub- sections revised and added concerning piping. 9- 21.2(2) Optical Requirements are revised. Sub- "Coupling Bands" revised. 9- 29.6(5) Foundation Hardware is revised. 'section 06.AP9 SECTION 9 -06, STRUCTURAL STEEL AND 29. AP9 SECTION 9 -29, ILLUMINATION, SIGNALS, RELATED MATERIALS ELECTRICAL (March 3, 1997) A new Amendment. Sub - section 9 -06.5(3) High (September 30, 1996) Sub - section 9 -29.4 1 Strength Bolts is revised. A new Amendment. Messen er Cable, Fittings is revised. g "High Strength Bolts" and "Anchor Bolts" are revised. Correction to "Bolt, Nut, and Washer 33 AP9 SECTION 9 -33, CONSTRUCTION Specifications. GEOTEXTILE 1 09.AP9 SECTION 9 -09, ''IlVIBER AND LUMBER (September 30, 1996) A (Se new Amendment. Sub - section 9 -33.2 (March 3, 1997) Geoteztile Properties is revised. A new Amendment. Sub - section 9 -09.3(1)B Placing in Treating Cylinders is revised.. Page -SP -62 Revision Date: May 19, 1997 U n I WSDOT AMENDMENTS n 0 1! C n L� 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 WSDOTAMENDMENTS .................................................................................................... ............................... i SECTION 1-04, SCOPE OF THE WORK March 3, 1997 .......................................................... ............................... 5 1-04.6 Increased or Decreased Quantities ......................................................................... ............................... 5 SECTION 1-07, LEGAL RELATIONS AND RESPONSIBILITIES TO THE PUBLIC March 3, 1997 . ............................... 5 1 -07.9(5) Required Documents ...................................................................................... ............................... 5 1 -07.11(10)B Required Records and Retention .................................................................. ............................... 5 1 -07.13(4) Repair of Damage ......................................................................................... ............................... 5 SECTION 1 -09, MEASUREMENT AND PAYMENT March 3, 1997 ............................................ ............................... 6 1-09.8 Payment for Material on Hand ............................................................................. ............................... 6 SECTION 1 -10, TEMPORARY TRAFFIC CONTROL March 3, 1997 ......................................... ............................... 6 1-10.2(l). Traffic Control Supervisor ............................................................................... ............................... 6 1- 10.2(1) General ........................................................................................................ ..............................6 1- 10.2(3) Conformance to Established Standards ............................................................... ............................... 8 1- 10.3(1) Traffic Control Labor ..................................................................................... ............................... 8 1- 103(2) Traffic Control Vehicle ................................................................................... ............................... 8 1- 10.3(5) Temporary Traffic Control Devices .................................................................... ............................... 8 1 -10.4 Measurement ................................................................................................... ............................... 9 1 -10.5 Payment .......................................................................................................... ............................... 9 SECTION 2-03, ROADWAY EXCAVATION AND EMBANKMENT March 3, 1997 ........................ .............................10 2-03.3(14)I Embankments at Bridge and Trestle Ends .......................................................... .............................10 2-03.3(14)K Select or Common Borrow Including Haul ........................................................ .............................10 SECTION 2-09, STRUCTURE EXCAVATION March 3, 1997 ..................................................... .............................10 2- 09.3(1)E Backfilling .................................................................................................. .............................10 2-09.4 Measurement .................................................................................................... .............................11 2-09.5 Payment ........................................................................................................... .............................11 SECTION 3 -02, STOCKPILING AGGREGATES March 3, 1997 ................................................. .............................11 3- 02.3(1) Asphalt Concrete Aggregates ............................................................................. .............................11 SECTION 6-02, CONCRETE STRUCTURES March 3, 1997 ...................................................... .............................11 6- 02.3(4)D Temperature and Time For Placement ............................................................... .............................11 6-02.3(11) Curing Concrete ........................................................................................... .............................12 6- 02.3(17)J Face Lumber, Studs, Wales, and Metal Forms ................................................... .............................12 6-02.3(24)A Field Bending ............................................................................................. .............................12 6-02.3(25)F Prestress Release ......................................................................................... .............................12 SECTION 6-10, CONCRETE BARRIER March 3, 1997 ............................................................. .............................13 6- 10.3(1) Precast Concrete Barrier .................................................................................. .............................13 6-10.5 Payment ........................................................................................................... .............................13 SECTION 7 -05, MANHOLES, INLETS, AND CATCH BASINS March 3, 1997 .............................. .............................13 SECTION 7 -05, MANHOLES, INLETS, CATCH BASINS, AND DRYWELLS ............ ............................... 7-05.1 Description ....................................................................................................... .............................13 7 -05.2 Materials .......................................................................................................... .............................13 7 -05.3 Construction Requirements .............. ............................................. 14 ...................... ............................... 7 -05.4 Measurement .................................................................................................... .............................14 7 -05.5 Payment ........................................................................................................... .............................14 SECTION 7 -06, CONCRETE PIPE ANCHORS March 3, 1997 .................................................... .............................15 Page- AMD-ii Revision Date: May 19, 1997 SECTION 7 -08, GENERAL PIPE INSTALLATION REQUIREMENTS March 3, 1997 ........ ............................... 7 -08.2 Materials .......................................................................................................... ........................... ..15 7 -08.3(1)A Trenches ..................................................................................................... .............................15 7- 08.3(1)C Pipe Zone Bedding ........................................................................................ .............................15 7 -08.3(1)C Bedding the Pipe ............................................................................................ .............................15 7- 08.3(2)D Pipe Laying - Steel or Aluminum ...................................................................... .............................15 7- 08.3(2)G Jointing of Dissimilar Pipe ............................................................................... .............................16 ..16 7 -08.4 Measurement ................................................... ............................... 7 -08.5 Payment ............................................................ ............................... . ............... .......................... SECTION 7 -17, SANITARY SEWERS March 3, 1997 .......... ............................... ...................... .............................16 7 -17.2 Materials .......................................................................................... ............................... ..16 7- 17.3(2)C Infiltration Test ............................................................................................ .............................17 SECTION 8-09, RAISED PAVEMENT MARKER March 3, 1997 ................................................ .............................17 8-09.1 Description ....................................................................................................... .............................17 8 -09.3 Construction Requirements ................................................................................... .............................17 8- 09.3(5) Recessed Pavement Marker ................................................................................. .............................17 8-09.5 Payment ........................................ ............................... .................................... .............................17 SECTION 8-11, GUARDRAIL March 3, 1997 .......................................................................... .............................17 8- 11.3(1)C Erection of Rail ............................................................................................ .............................17 8- 113 ................................. ............................... (1)D Anchor Installation .................. ............................... • 18 SECTION 8-15, RIPRAP March 3, 1997 ........... ............................... ....................................... .............................18 8-15.2 Materials .......................................................................................................... .............................18 8 -15.4 Measurement ................................................................. ............................... ... .............................18 March3 1997 ........................................... .............................18 SECTION 8-17, 11114PACT ATTENUATOR SYSTEMS � ............................18 8-17.3 Construction Requirements ..... ............................... ................. ............................... SECTION 8-20, ILLUMINATION, TRAFFIC SIGNAL SYSTEMS . ........................... .................. .............................18 AND ELECTRICAL March 3, 1997 ......................... ............................... ............................... .............................19 8-20.2(l) Eq ui pment List and Drawings ........................... ............................... .................. .............................19 8- 20.3(13)A Light Standards .......................................................................................... .............................19 .......................................................... .............................19 SECTION 8-21, PERMANENT SIGNING March 3, 1997 ,...19 8 -21.2 Materials .................................................................................................... ............................... ............................. .............................19 8-213 Construction Requirements ....................... ............................... ................... .............................19 ......... 8- 21.3(4) Sign Removal ..................................... ............................... ...... .............................20 8- 21.3(9)F Bases .................................................................... ............................... 8- 213(10)A Sign Lighting Luminaires .............................................................................. .............................20 8- 21.3(9)G Identification Plates ........................................... ............................... ,,,,,, 20 8- 21.3(12) Steel Sign Posts ............... ............................... ....................................... ............................... SECTION 8-22, PAVEMENT MARKINGS March 3, 1997 .......................................................... .............................21 8-22.2 Materials ................................................................... ............................... SECTION 9-02, BITUMINOUS MATERIALS March 3, 1997 ........................... 9-02.4 Anti -Stripping Additive ......................................... .............................21 ................. SECTION 9 -03, AGGREGATES March 3, 1997 ............ ............................... ............................ 21 9 -03.12 Gravel Backfill ............................................................................................... ............................... 22 9 -03.12(5) Gravel Backfill for Drywells .......................................................................... ............................... 22 9 -03.14(2) Select Borrow ..................................... ............................... ...... SECTION 9-04, JOINT AND CRACK SEALING MATERIALS March 3, 1997 ................... 22 9-04.3 Joint Mortar ............................................. ............................... ............. ............................... SECTION 9 -05, DRAINAGE STRUCTURES, CULVERTS, AND CONDUITS March 3, 1997 ............ .............................22 9 -05.4(7) Coupling Bands ...... ............................... .:.................................................... ............................... 22 9 -05.12(1) Solid Wall PVC Culvert Pipe, Solid Wall PVC Storm Sewer Pipe, and PVC Sanitary Sewer Pipe .................22 Page -AMD -iii Revision Date: May 19, 1997 9 9- 05.12(1) Solid Wall PVC Culvert Pipe, Solid Wall PVC Storm Sewer Pipe, and Solid Wall PVC Sanitary Sewer Pipe... 22 9 -05.12(2) Profile Wall PVC Culvert Pipe and Profile Wall PVC Storm Sewer Pipe .................... .............................23 9 -05.12(2) Profile Wall PVC Culvert Pipe, Profile Wall PVC Storm Sewer Pipe, and Profile Wall PVC Sanitary Sewer Pipe23 9 -05.19 Corrugated Polyethylene Culvert Pipe ................................................................. ............................... 23 SECTION 9 -06, STRUCTURAL STEEL AND RELATED MATERIALS March 3, 1997 ................... .............................23 9 -06.16 Roadside Sign Structures ..................................................................................... .............................24 9- 06.5(3) High Strength Bolts ....................................................................................... ............................... 24 9- 06.5(4) Anchor Bolts .................................................................................................. .............................24 9 -06.5(5) Bolt, Nut, and Washer Specifications ......................................................................... .............................25 SECTION 9 -09, TIMBER AND LUMBER March 3, 1997 ......................................................... ............................... 25 9 -09.3(1)B Placing in Treating Cylinders .......................................................................... .............................25 SECTION 9-11, WATERPROOFING March 3, 1997 ................................................................. .............................25 9 -11.1 Asphalt for Waterproofmg ................................................................................... .............................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- 163(1) Rail Element .................................................................................................. .............................26 9- 16.3(2) Posts and Blocks ............................................................................................. .............................26 9- 16.3(5) Anchors ........................................................................................................ .............................27 Page- AMD-iv Revision Date: May 19, 1997 k i e 1-04.6 Increased or Decreased Quantities 1 -07.13(4) Re air of Dama SEC { TC "SECTION 1-049 SCOPE OF THE WORK" }SECTION 1 -04, SCOPE OF THE 2 WORK 3 March 3, 1997 4 1 -04.6 Increased or Decreased Quantities 5 The first sentence of Item no. 1 in the first paragraph is revised to read: 6 7 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 8 original bid quantity. 9 o Item no. 2 in the first paragraph is revised to read: 1 2 Either party to the contract will be entitled to an equitable adjustment if the actual quantity of work performed is less than 75 percent of 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 5 originally bid for the item. 6 7 Item no. 4 in the second paragraph is deleted. 8 { TC "SECTION 1 -07, LEGAL RELATIONS AND RES RESPONSIBILITIES O O 9 PUBLIC" }SECTION 1 -079 LEGAL RELATIONS AND o THE PUBLIC 1 March 3, 1997 2 1 -07.9(5) Required Documents 3 The fifth sentence of the third paragraph is revised to read: 4 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 7 contract provisions. 8 9 1 -07.11(10)B Required Records and Retention o The reference to "PR 1391" in the first sentence of the second paragraph is revised to read "FHWA 1391 1 2 The third paragraph is revised to read: 4 All Cont ractors /Subcontractors having contracts 820 -010 to e 3 of $100,000 or more that are Federally funded shall submit WSDOT form S Project Engineer or the fifth Contractors/Subcontractors the month during the term of the contract. The Contractor /Subcontractor shall maintain this information for all fi 6 Contracting Agency funded projects, and those Federally funded projects under $100,000. 7 8 1- 07.13(4) Repair of Damage 9 The second sentence of the first paragraph is revised to read: 0 , For damage qualifying for relief under Section 1-07.13(1), 1 -07.13(2), and 1 -07.13(3), payment will be made in accordance with Section 2 1-04.4 Page -AMD -5 Revision Date: May 19, 1997 1 -09.8 Payment for Material on Hand 1- 10.2(1) General 1 { TC "SECTION 1 -09, MEASUREMENT AND PAYMENT" }SECTION 1 -09, 2 MEASUREMENT AND PAYMENT 3 March 3, 1997 4 1 -09.8 Payment for Material on Hand 5 The first sentence of the fifth paragraph is revised to read: 6 7 The Contracting Agency will not pay for material on hand when the invoice cost is less than $2,000. 8 { TC "SECTION 1 -10, TEMPORARY TRAFFIC CONTROL" }SECTION 1 -10, 9 TEMPORARY TRAFFIC CONTROL o March 3, 1997 1 2 3 4 8 9 0 1 2 3 4 5 6 7 8 9 0 1- 10.2(1) Traffic Control Supervisor This section is revised to read: 1- 10.2(1) General The Contractor shall designate an individual or individuals to perform the duties of Traffic Control Manager (TCM) and Traffic Control Supervisor (TCS). The TCM and TCS shall be certified as a worksite traffic control supervisor by one of the organizations listed in the Special Provisions. A TCM and TCS are required on all projects that have traffic control. The TCM can also perform the duties of the TCS. The Contractor shall identify an alternate TCM and TCS that can assume the duties of the assigned or primary TCM and TCS in the event of that person's inability to perform. Such alternates shall be adequately trained and certified to the same degree as the primary TCM and TCS. The Contractor shall maintain 24 -hour telephone numbers at which the TCM and TCS can be contacted and be available upon the Engineers request at other than normal working hours. The TCM and TCS shall have appropriate personnel, equipment, and material available at all times in order to expeditiously correct any deficiency in the traffic control system. 1- 10.2(1)A Traffic Control Manager The duties of the Traffic Control Manager include: 1. Discussing proposed traffic control measures and coordinating implementation of the Contractor - adopted traffic control plan(s) with the Engineer. 2. Coordinating all traffic control operations, including those of subcontractors, suppliers, and any adjacent construction or maintenance operations. I Coordinating the project's activities (such as ramp closures, road closures, and lane closures) with appropriate police, fire control agencies, city or county engineering, medical emergency agencies, school districts, and transit companies. Page -AMD -6 Revision Date: May 19, 1997 F 1- 10.2(1) General 1- 10.2(1) General 4. Overseeing all requirements of the contract which contribute to the convenience, safety, and orderly movement of vehicular and pedestrian traffic. 5. Having the latest adopted edition of the MUTCD including the Modifications to the MUTCD for Streets and Highways for the State of Washington and applicable standards and specifications available at all times on the project. 6. Attending all project meetings where traffic management is discussed. 7. Review TCS's diaries daily and be responsible for knowing "field" traffic control operations. 1- 10.2(1)B Traffic Control Supervisor A TCS shall be on the project whenever traffic control labor is required or as authorized by the Engineer. The TCS shall personally perform all the duties of the TCS. During nonwork periods, the TCS shall be able to be on the jobsite within a 45- minute time period after notification by the Engineer. The TCS's duties shall include: 1. Inspecting traffic control devices and nighttime lighting for proper location, installation, message, cleanliness, and effect on the traveling public. Traffic control devices shall be inspected each work shift except that Class A signs and nighttime lighting need to be checked only once a week. Traffic control devices left in place for 24 hours or more should also be inspected once during the nonworking hours when they are initially set up (during daylight or darkness, whichever is opposite of the working hours). 2. Preparing a daily traffic control diary on DOT Forms 421 -040A and 421 -040B, which shall be submitted to the Engineer no later than the end of the next working day to become a part of the project records. The Contractor may use their own form if it is approved by the Engineer. 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. required. g 3. Ensuring that corrections are made if traffic control devices are not functioning as re qu 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 concurrence of the WSDOT TCS- 2 g 4. Attending traffic control coordinating meetings or coordination activities as authorized by the 4 Engineer. 5 rk described by "Traffic Control Labor" as long as the duties of the TCS 6 The TCS may perform the wo 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 IJ 2 3 4 5 6 7 8 9 0 1 2 3 4 5 6 7 8 9 0 1 2 3 4 5 6 7 8 9 0 1 2 3 4 5 6 7 8 9 0 1 2 3 4 1- 102(3) Conformance to Established Standards 1- 10.3(5) Temporary Traffic Control Devices 1- 10.2(3) Conformance to Established Standards This section is supplemented with the following: The condition of signs and traffic control devices shall be new or "acceptable" as defined in the book Quality Standards For Work Zone Traffic Control Devices, and will be accepted based on a visual inspection by the Engineer. The Engineer's decision on the condition of a sign or traffic control device shall be final. When a sign or traffic control device becomes classified as "unacceptable" it shall be removed from the project and replaced within 12 hours. The book, Quality Standards For Work Zone Traffic Control Devices, is available by writing to the American Traffic Safety Service Association, 5440 Jefferson Davis Hwy., Fredericksburg, VA 22407, telephone: (703) 898 -5400, FAX (703) 898 -5510. 1- 10.3(1) Traffic Control Labor The first sentence of the second paragraph is replaced with the following two sentences: Flaggers and spotters shall possess a current flagging card issued by the State of Washington, Oregon, or Idaho. The flagging card shall be immediately available and shown upon request by the Contracting Agency. 1- 10.3(2) Traffic Control Vehicle This section is revised to read: When the bid proposal includes an item "Traffic Control Vehicle," the work required for this item is furnishing a vehicle or vehicles for the traffic control supervisor and for transporting the Class B construction signs and other temporary traffic control devices in the "work area" defined in Section 1 -10.5. The eligible work for transporting signs shall be limited to: 1. Set up and removal, 2. Relocation to and from temporary storage, provided that, the use and location of the temporary storage is approved by the Engineer, and 3. Relocation on the project, provided that, the new locations are in accordance with the contract plans, approved traffic control plan, or the orders of the Engineer. The traffic control vehicle shall be equipped with a roof or post -mount flashing amber light visible for 360 degrees. 1- 10.30 Temporary Traffic Control Devices The first sentence of the first paragraph is revised to read: When the bid proposal includes an item for "Temporary Traffic Control Devices ", the work required for this item shall be furnishing barricades, flashers, cones, traffic safety drums, and other temporary traffic control devices, unless the contract provides for furnishing a specific temporary traffic control device under another item. Page -AMD -8 Revision Date: May 19, 1997 1 1 L i 1 2 3 4 5 7 7 8 9 0 1 2 3 4 5 6 7 8 9 0 1 2 3 4 5 6 7 8 9 0 1 2 3 4 5 6 7 8 9 0 1 1 -10.5 1 -10.4 Measurement 1 -10.4 Measurement The fourth paragraph is revised to read: Traffic control supervisor will be measured per hour for each hour a person is actually performing the duties described in Section 1- 10.2(1)B as authorized by the Engineer. A minimum of 4 hours will be paid when the Engineer authorizes the TCS to be on the jobsite during non - working shifts. The following paragraph is inserted after the fourth paragraph: No unit of measure will apply to the position of traffic control manager and it will be considered incidental to unit contract prices.. When the traffic control manager performs the duties of the traffic control supervisor, measurement and payment will be as specified for the traffic control supervisor. The sixth paragraph is revised to read: The days eligible for "Traffic Control Vehicle" will be those days that a vehicle or vehicles are actually used for the previously described work. The Contractor may use more than one vehicle to perform this work, however, all the vehicles used will be considered one unit for the days that more than one vehicle is used. Vehicles required to be furnished by any other specifications such as Section 1- 10.3(6) may be used for doing the work required by this section but will be excluded from payment under this section. 1 -10.5 Payment The bid item "Traffic Control Supervisor ", per day, is revised to read: "Traffic Control Supervisor ", per hour. The first paragraph following the bid item "Traffic Control Supervisor" is revised to read: The unit contract price per hour for "Traffic Control Supervisor" shall be full pay for each hour a person performs the duties described in Section 1- 10.2(1)B including when performing traffic control labor duties. Under the bid item "Temporary Traffic Control Devices ", the reference to "Section 1- 10.3(9) ", is revised to read "Section 1- 10.3(5) ". The first paragraph following the bid item "Traffic Control Vehicle' is revised to read: The unit contract price per day shall be full pay for all costs involved in furnishing the vehicle or vehicles for the work described in Sections 1- 10.2(1)B and 1- 10.3(2). The operator(s) of the vehicle(s) will be paid for under the item "Traffic Control Labor" or "Traffic Control Supervisor ". The last paragraph of this section is deleted. Page -AMD -9 Revision Date: May 19, 1997 2 -03.3(14)1 Embankments at Bridge and Trestle Ends 2- 09.3(1)E Backfilling 1 { TC "SECTION 2 -03, ROADWAY EXCAVATION AND EMBANKMENT" 2 )SECTION 2 -03, ROADWAY EXCAVATION AND EMBANKMENT 3 March 3, 1997 4 2- 03.3(14)I Embankments at Bridge and Trestle Ends 5 The third paragraph is replaced with the following two paragraphs: 6 7 To prevent the bridge from being distorted or displaced, the Contractor shall place backfill material evenly 8 around all sides and parts of the structure. The Contractor shall not backfill any abutment prior to placing the 9 superstructure. After the superstructure is in place, use of small compactors may be required to compact the 0 backfill around the structure. Embankments and backfill behind the abutments must be brought up in layers i and compacted concurrently. The difference in backfill height against each abutment shall not exceed 2 feet 2 unless approved by the Engineer. 3 4 The Contractor may request, in writing, approval to place the abutment backfill (either full or partial height) 5 prior to placement of the superstructure. To receive this approval, the Contractor shall submit calculations, for 6 the Engineer's review. The calculations shall prove that the abutment is stable, both for overturning and 7 sliding, without the superstructure in place. The stability calculations shall assume a loading of 30 lbs /ft' 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. 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 -099 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 6 Fly Ash Class F or 300 lb. 7 Fly Ash Class C 150 lb. 8 Water 300 lb. (maximum) 9 Page- AMD-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 g For drain and underdram pipes, trench width = I.D. + 12 inches. 9 For pipes 15 inches and under, trench width = I.D. + 30 inches. 10 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: 7 8 Gravel Backfill 9 Gravel backfill, except when used as bedding for culverts and storm sewer pipes, will be measured by the p 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 -029 STOCKPILING AGGREGATES" }SECTION 3 -02, 5 STOCKPILING AGGREGATES 6 March 3, 1997 Aggregates 7 3- 02.3(1) Asphalt Concret e gg g ates 8 The first paragraph is revised to read: 9 P g Y apply p Aggregates for Classes A. B and E shall be roduced or furnished in the following sizes as the a 1 to e 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 -029 CONCRETE s 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 1 2 3 4 5 6 7 8 9 0 1 2 3 4 5 6 7 8 9 0 1 2 3 4 5 6 7 8 9 0 1 2 3 4 5 6 7 8 9 0 1 2 6 -02.3(11) Curing Concrete 6- 02.3(25)F Prestress Release Precast concrete that is heat cured per Section 6- 02.3(25)D shall remain between 50 and 90 F while it is being placed. 6- 02.3(11) Curing Concrete Item number 1 of the first paragraph is revised to read: 1. Bridge roadway slabs (except those made of concrete Class 4000D and 4000DLS), bridge approach slabs, flat slab bridge superstructures, bridge sidewalks, box culvert tops, roofs of cut and cover tunnels - curing compound covered by white reflective type sheeting, or continuous wet curing for at least 10 days. 6- 02.3(17)J Face Lumber, Studs, Wales, and Metal Forms The 22nd paragraph of Section 6 -02.3(17)) is revised to read: The Contractor shall select a parting compound from the current Qualified Products List, or submit to the Engineer a sample of the parting compound at least ten working days before its use. Approval or non - approval shall be based on laboratory test results or selection off the current Qualified Products List. 6- 02.3(24)A Field Bending Item No. 2 under "In field- bending steel reinforcing bars" in the second paragraph, is revised to read: Apply heat as described in Tables 2 and 3 for bending bar sizes No. 6 through No. 11 and for bending bar sizes No. 5 and smaller when the bars have been previously bent. Previously unbent bars of sizes No. 5 and smaller may be bent without heating; Table 1 is supplemented with the following: The minimum bending diameters for stirrups and ties for No. 4 and No. 5 bars when heat is not applied shall be specified in Section 9 -07. 6- 02.3(25)F Prestress Release This Section is supplemented with the following: The Contractor may request, in writing, permission to release the prestressing reinforcement at a minimum concrete compressive strength less than specified in the Plans. This request shall be accompanied with calculations, prepared by a Professional Engineer licensed in the state of Washington, showing the adequacy of the proposed release concrete compressive strength. The calculated release strength shall meet the requirements outlined in the Washington State Department of Transportation Bridge Design Manual for tension and compression at release. The proposed minimum concrete compressive strength at release will be evaluated by the Contracting Agency. Fabrication of girders using the revised release strength shall not begin until the Contracting Agency has provided written approval of the revised release compressive strength. if a reduction of the minimum concrete compressive strength at release is allowed, the Contractor shall bear any added cost that results from the change. Page- AMD-12 Revision Date: May 19, 1997 t 2 3 5 6 7 8 9 0 1 2 3 4 6 6 7 9 0 1 2 3 4 ' s 6 7 8 9 0 L1 2 3 5 6 7 8 6- 10.3(1) Precast Concrete Barrier 7 -05.2 Materials { TC "SECTION 6 -10, CONCRETE BARRIER" }SECTION 6 -10, CONCRETE BARRIER March 3, 1997 6- 10.3(1) Precast Concrete Barrier The first two paragraphs are replaced with the following paragraph: The concrete in precast barrier shall be Class 4000 and comply with the provisions of Section 6 -02.3. No concrete barrier shall be shipped until test cylinders made of the same concrete and cured under the same conditions show the concrete has reached 4000 psi. The fifth paragraph is revised to read: Precast concrete barrier shall be cured in accordance with Section 6 -02.3(25)D except that the barrier shall be cured in the forms until a rebound number test, or test cylinders which have been cured under the same conditions as the barrier, indicate the concrete has reached a compressive strength of at least 2500 psi. No additional curing is required once the barrier is removed from the forms. 6 -10.5 Payment Section 6 -10.5, Payment, is supplemented with the following: "Single Slope Concrete Barrier ", per linear foot. The unit contract price per linear foot for "Single Slope Concrete Barrier" shall be full pay for either cast in place or precast single slope concrete barrier. { TC "SECTION 7 -05, MANHOLES, INLETS, AND CATCH BASINS" )SECTION 7-05, MANHOLES, INLETS, AND CATCH BASINS March 3, 1997 The title of this section is revised to read: SECTION 7 -05, MANHOLES, INLETS, CATCH BASINS, AND DRYWELLS 7 -05.1 Description In the first paragraph, the work " drywells" is inserted after the word "inlets ". 7 -05.2 Materials This section is supplemented with the following: Crushed Surfacing Base Course Gravel Backfill For Drywells 9- 03.9(3) 9- 03.12(5) Page- AMD-13 Revision Date: May 19, 1997 1 2 3 4 5 6 7 8 9 0 1 2 3 4 5 6 7 8 9 0 1 2 3 4 5 6 7 8 9 0 1 F) 3 4 5 6 7 8 9 0 1 2 3 4 7 -05.3 Construction Requirements 7 -05.5 P Precast Concrete Drywells 9 -12.7 Underground Drainage Geotextile, Moderate Survivability 9 -33.1 7 -05.3 Construction Requirements The following paragraph is inserted after the first paragraph: The excavation for drywells shall be in accordance with the Standard Plans. The drywell and gravel backfill for drywell shall be completely encased in moderate survivability underground drainage geotextile in accordance with the Standard Plans and in conformance with Section 2 -12.3. During construction of the drywell, all necessary precautions shall be taken to prevent debris and eroded material from entering the drywell. The third paragraph is deleted. The eighth paragraph is supplemented with the following: Mortar shall conform to the requirements of Section 9 -04.3. The 15th paragraph is revised to read: Backfilling of inlets, manholes, catch basins, and drywells shall be done in accordance with the provisions of Section 2 -09. The 16th paragraph is revised to read: Manholes, catch basins, inlets and drywells shall be constructed on a compacted or undisturbed level foundation. If the Contractor elects to use a separate cast -in -place base, the concrete shall be Class 4000. Upon final acceptance of the work, all manholes, catch basins, inlets, drywells, and other drainage structures shall conform to the requirements of the Standard Plan except as approved by the Engineer. 7 -05.4 Measurement This section is supplemented with the following: Precast Concrete Drywell will be measured per each. 7 -05.5 Payment The bid item "Abandon Drainage Structure ", per each, is revised to read: "Abandon Existing Manhole", per each. This section is supplemented with the following: "Precast Concrete Drywell", per each. Page- AMD-14 Revision Date: May 19, 1997 R 7 -08.2 Materials 7 -08.3(2)D Pi La in - Steel or Aluminum I The unit contract price per each for "Precast Concrete Drywell" shall be full pay for furnishing and installing 2 the drywell, including all structure excavation, gravel backfill for drywell, crushed surfacing base course, and drainage geotextile. 4 { TC "SECTION 7 -06, CONCRETE PIPE ANCHORS" }SECTION 7 -06, s CONCRETE PIPE ANCHORS 6 March 3, 1997 7 This section is deleted in its entirety. " 7 -08 GENERAL PIPE INSTALLATION REQUIREMENTS" $ { TC SECTION , 9 )SECTION 7 -08, GENERAL PIPE INSTALLATION REQUIREMENTS o March 31 1997 1 7 -08.2 Materials 2 This section is revised to read: 3 4 Materials shall meet the requirements of the following sections: 5 9 -03.12(1)_ 6 Gravel Backfill for Foundations 7 Gravel Backfill for Pipe Zone Bedding 9 -03.1 8 Bedding Material for Thermoplastic Pipe 9 -03.16 6 9 o 7- 08.3(1)A Trenches 1 The second paragraph is revised to read: 2 d in Section 2 -09.4 and shall be excavated to the depth and grade as given 3 The trench width shall be as specifie 4 by the Engineer. 5 6 7- 08.3(1)C Pipe Zone Bedding 7 This section heading is revised as follows: S 8 9 7 -08.3(1)C Bedding the Pipe o In the first sentence of the first and second paragraph, the word "material" is inserted after "Pipe zone 1 bedding ". 2 3 7- 08.3(2)D Pipe Laying - Steel or Aluminum 4 The first paragraph is revised to read: 5 6 Pipe with riveted or resistance spot welded seams shall be laid in the trench with the outside l o nt d 7 circumferential joints upgrade and with longitudinal laps positioned other than in the invert, and firml y j 8 together with approved bands. Page- AMD-15 Revision Date: May 19, 1997 7 -08.3(2)G Jointing of Dissimilar Pipe 7- 17.3(2)C Infiltration Test I 2 7- 08.3(2)G Jointing of Dissimilar Pipe 3 This section is revised to read: 4 5 Dissimilar pipe shall be jointed by use of a factory- fabricated adapter coupling as detailed in the Plans, or a 6 pipe collar as detailed in the Standard Plans. 7 8 7 -08.4 Measurement 9 The following new paragraph is inserted after the first paragraph: 0 1 2 3 4 5 6 7 8 9 0 1 2 3 4 5 6 7 There will be no specific unit of measure for any material placed in the pipe zone in the installation of culvert and storm sewer pipes. 7 -08.5 Payment The bid item "Gravel Backfill for Foundations" is revised to read "Gravel Backfill for Foundation Class — ", per cubic yard. The following new sentence is inserted after the bid item "Gravel Backfill for Pipe Zone Bedding ": All costs associated with furnishing and installing bedding and backfill material within the pipe zone in the installation of culvert and storm sewer pipes shall be included in the unit contract price for the type and size of pipe installed. This section is supplemented with the following paragraph: All costs in jointing dissimilar pipe with a coupling or concrete collar shall be included in the unit contract 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 2 3 4 5 6 7 8 7 -17.2 Materials The reference to "PVC Sanitary Sewer Pipe" in the fourth paragraph is revised to read "Solid Wall PVC Sanitary Sewer Pipe ". The fourth paragraph is supplemented with the following: Profile Wall PVC Sanitary Sewer Pipe 9- 05.12(2) 9 7- 17.3(2)C Infiltration Test o The reference to "(in liters per hour)" in the formula in the second paragraph is revised to read "(in gallons per 1 hour)". Page- AMD -16 Revision Date: May 19, 1997 8 -09.1 Description 8- 11.3(1)D Anchor Installation t { TC "SECTION 8 -09, RAISED PAVEMENT MARKER" }SECTION 8 -099 RAISED 2 PAVEMENT MARKER 3 March 3, 1997 4 8 -09.1 Description 5 The word "raised" is deleted from the first and second sentences. 6 7 8 -09.3 Construction Requirements s This Section is revised by adding the following new Section: 9 o 8- 09.3(5) Recessed Pavement Marker 1 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. 3 4 8-09.5 Payment 5 The first paragraph is supplemented with the following new bid item: 6 7 "Recessed Pavement Marker ", per hundred. 8 9 The second paragraph is revised to read: o t The unit contract price per hundred for "Raised Pavement Marker Type 1 ", "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 4 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 p When nested W -beam or thrie beam is specified, two sections of guardrail, one set inside of the other shall be 1 installed. The inside and outside rail elements shall not be staggered. 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) Equipment List and Drawings 1 2 This section is supplemented with the following: 3 4 Assembly and installation of guardrail terminals listed in the Qualified Products List shall be supervised at all 5 times by a manufacturer's representative, or an installer that has been trained and certified by the unit's 6 manufacturer. A copy of the installer's certification shall be provided to the Engineer prior to installation. 7 Assembly and installation shall be in accordance with the manufacturer's recommendations. 8 { TC "SECTION 8 -15, RIPRAP" }SECTION 8 -15, RIPRAP 9 March 3, 1997 o 8 -15.2 Materials 1 The reference to Slab Riprap in the first paragraph is deleted. 2 3 8 -15.4 Measurement 4 The third paragraph is revised to read: 5 6 Filter blanket will be measured by the ton or per cubic yard of filter blanket actually placed. 7 8 The fifth paragraph dealing with Concrete Slab Riprap is deleted. 9 SECTION 8 -17, IWACT ATTENUATOR SYSTEMS o March 3, 1997 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 0 Assembly and installation shall be in accordance with the manufacturer's recommendations. 1 { TC "SECTION 8 -20, ILLUMINATION, TRAFFIC SIGNAL SYSTEMS, AND 2 ELECTRICAL" }SECTION 8 -20, ILLUMNATION, TRAFFIC SIGNAL SYSTEMS, 3 AND ELECTRICAL 4 March 3, 1997 5 8- 20.2(1) Equipment List and Drawings 6 The fifth paragraph is revised to read: 7 Page- AMD-18 Revision Date: May 19, 1997 E 8 -20.3 A Light Standards 8- 21.3(9)F Bases ( 13 ) 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: o 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 p shall be included with the shipment. If the Contractor elects to deliver the signs, it shall be at no expense I 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: 8 Page- AMD-19 Revision Date: May 19, 1997 1 2 3 4 5 6 7 8 9 0 1 2 3 4 5 6 7 8 V 8- 21.3(10)A Sign Lighting Luminaires 8 -22.2 Materials Spiral foundation reinforcement shall conform to ASTM A 82 for sign post bases and Section 9 -07 for all other sign structure bases. The second paragraph is supplemented with the following: Concrete for sign post foundations shall be Class 3000 conforming to the requirements of Section 6 -02.3 8- 21.3(10)A Sign Lighting Luminaires The reference to "Section 9- 28.16" in the first sentence is revised to read "Section 9- 28.15 ". This section is revised by adding the following new sections: 8- 21.3(9)G Identification Plates When sign structures are constructed, the Contractor shall attach sign structure identification plates to the sign structures as directed by the Engineer. The identification plates will be supplied by the Engineer. When sign structures are removed, the Contractor shall remove the sign structure identification plates from the sign structures and give them to the Engineer. 8- 21.3(12) Steel Sign Posts Steel sign posts shall be connected to concrete bases using the following procedure: 1. Remove all galvanized runs and beads from washer area. 2. Assemble sign post to stub post with bolts, using one flat-washer on each bolt between plates. 3. Shim as required to plumb sign posts. 4. Tighten bolts in a systematic order to required torque while not over tightening. 5. Loosen each bolt and retighten to required torque in the same order as initial tightening. 6. After Contracting Agency inspection of bolt torque, burr threads with center punch to prevent loosening. When AASHTO M 183 or ASTM 36 steel is used for posts, a welded bead approximately 2 inches long shall be placed on the post approximately 6 inches from the base connection. When AASHTO M 222, AASHTO M 223, ASTM A 572 Grade 50, or ASTM A 53 Grade B steel is used, 2 welded beads approximately 2 inches long and 1/2 -inch apart shall be placed on the post approximately 6 inches from the base connection. 4 { TC "SECTION 8 -22, PAVEMENT MARKINGS" }SECTION 8 -22, PAVEMENT 5 MARKINGS 6 March 3, 1997 7 8 -22.2 Materials 8 The first sentence is revised to read: 9 0 Material for pavement marking shall be paint or plastic as noted in the bid item and selected from approved 1 materials listed in the Qualified Products List. 2 3 8 -22.4 Measurement Page- AMD -20 Revision Date: May 19, 1997 ki 1 2 3 4 �5 6 7 8 C I C' it D I u 9 0 1 2 3 4 5 6 7 8 9 0 1 2 3 4 9 -02.4 Anti-Stripping Additive 9 -03.14(2) Select Borrow The second sentence of the eighth paragraph is revised to read: Removal of traffic markings or stripes in excess of 4 inches in width will be measured by the square yard for the area actually removed. { TC "SECTION 9 -029 BITUMINOUS MATERIALS" }SECTION 9 -02, BITUMNOUS MATERIALS March 3, 1997 9 -02.4 Anti - Stripping Additive This section is revised in its entirety to read: When directed by the Engineer, heat - stable anti - stripping additive shall be added to the asphalt mix. At the option of the Contractor, the anti- stripping additive can be either added to the liquid asphalt or sprayed on the aggregate on the cold feed. Once the process and type of anti - stripping additive proposed by the Contractor have been approved by the Olympia Service Center Materials Laboratory, the process, brand, grade, and amount of anti - stripping additive shall not be changed without approval of the Engineer. When liquid anti- stripping additive is added to the liquid asphalt, the amount will be designated by the Engineer, but shall not exceed 1 percent by mass (weight) of the liquid asphalt. When polymer additives are sprayed on the aggregate, the amount will be designated by the Engineer, but shall not exceed 0.67 percent by mass (weight) of the aggregate. The use of another process or procedure for adding anti - stripping additive to the asphalt mix will be considered based on a proposal from the Contractor. 5 { TC "SECTION 9 -039 AGGREGATES" }SECTION 9 -03, AGGREGATES 6 March 39 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 drywells 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 9-04.3 Joint Mortar 9- 05.12(2) Profile Wall PVC Culvert Pipe and Profile Wall PVC Storm Sewer Pip, I { TC "SECTION 9 -04, JOINT AND CRACK SEALING MATERIALS" }SECTION 9- 2 04, JOINT AND CRACK SEALING MATERIALS 3 March 3, 1997 4 9 -04.3 Joint Mortar 5 The first paragraph is revised to read: 6 7 Mortar for hand mortared joints shall consist of one part Portland cement, three parts fine sand, and sufficient 8 water to allow proper workability. 9 {. TC "SECTION 9 -05, DRAINAGE STRUCTURES, CULVERTS, AND CONDUITS" o }SECTION 9 -05, 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 o 9- 05.12(1) Solid Wall PVC Culvert Pipe, Solid Wall PVC Storm Sewer Pipe, and 1 PVC Sanitary Sewer Pipe 2 The section heading is revised to read: 3 4 9 -05.12(1) Solid Wall PVC Culvert Pipe, Solid Wall PVC Storm Sewer Pipe, and Solid Wall PVC 5 Sanitary Sewer Pipe 6 7 The reference to "PVC sanitary sewer pipe" in the first paragraph is revised to read: 8 9 "solid wall PVC sanitary sewer pipe" 0 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 ' 3 4 S 6 'i 8 9 0 1 2 3 4 9- 05.12(2) Profile Wall PVC Culvert Pipe, Profile Wall PVC 9 -06.16 Roadside Sign Structures Storm Sewer Pipe, and Profile Wall PVC Sanitary Sewer Pipe 9- 05.12(2) Profile Wall PVC Culvert Pipe, Profile Wall PVC Storm Sewer Pipe, and Profile Wall PVC Sanitary Sewer Pipe The first paragraph is revised to read: Profile wall PVC culvert pipe and profile wall PVC storm sewer pipe shall meet the requirements of AASHTO M 304 or ASTM F 794 Series 46. Profile wall PVC sanitary sewer pipe shall meet the requirements of ASTM F 794 Series 46. The maximum pipe diameter shall be as specified in the Qualified Products List. The first sentence of the third paragraph is revised to read: Qualified producers are identified in the Qualified Products List. The fifth paragraph is revised to read: Fittings for profile wall PVC pipe shall meet the requirements of AASHTO M 304 or ASTM F 794 Series 46. 9 -05.19 Corrugated Polyethylene Culvert Pipe The second sentence of the first paragraph is revised to read: The maximum pipe diameter shall be as specified in the Qualified Products List. The first sentence of the fourth paragraph is revised to read: Qualified producers are identified in the Qualified Products List. 9 -05.20 Corrugated Polyethylene Storm Sewer Pipe The first subparagraph in the first paragraph is revised to read: The maximum pipe diameter for corrugated polyethylene storm sewer pipe shall be the diameter for which a producer has submitted a qualified joint. Qualified producers are listed in the Qualified Products List. { TC "SECTION 9 -069 STRUCTURAL. STEEL AND RELATED MATERIALS" }SECTION 9-069 STRUCTURAL STEEL AND RELATED MATERIALS March 3, 1997 This section is revised by adding the following: 9 -06.16 Roadside Sign Structures All bolts shall conform to ASTM A 325. Washers for bolts shall be hardened steel per AASHTO M 293. Posts for single post sign structures shall meet the requirements of ASTM A 36 or ASTM A 53 Grade B. Posts for multiple post sign structures shall meet the requirements of AASHTO M 183. Posts meeting the requirements of AASHTO M 222, AASHTO M 223, or ASTM A 572 Grade 50 may be used as an acceptable 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 4 5 6 7 8 9 0 1 2 3 4 5 6 7 8 9 0 2 9- 06.5(3) High Strength Bolts 9- 06.5(5) Bolt, Nut, and Washer Specifications Triangular base stiffeners for one - directional multi -post sign posts shall meet the requirements of AASHTO M 222, AASHTO M 223, or ASTM A 572 Grade 50. Base connectors for multiple directional steel breakaway posts shall conform to the following: brackets bosses for Type 2B brackets coupling bolts anchor bolts Aluminum Alloy 6061 T -6 ASTM A 582 ASTM A 325 ASTM 304 stainless steel for threaded portion. AISI 1038 steel rod and AISI 1008 coil for cage portion. Anchor couplings for multiple directional steel breakaway posts shall have a tensile breaking strength range as follows: Type 2A Type 2B 17,000 to 21,000 lb. 47,000 to 57,000 lb. For multi - directional breakaway base connectors, shims shall be fabricated from pregalvanized sheet steel. For one - directional breakaway base connectors, single post or multi -post, shims shall be fabricated from brass conforming to ASTM B 36. 9- 06.5(3) High Strength Bolts The first two sentences of the second paragraph are revised to read: Bolts conforming to AASHTO M 164, having an ultimate tensile strength above 145 ksi and are galvanized in accordance with AASHTO M 232, shall be tested for embrittlement. Embrittlement testing shall be conducted after galvanization in accordance with ASTM F 606, Section 7. The Manufacturer's Certificate of Compliance for the lot provided shall show the ultimate tensile strength test results. 9 -06.5(4) Anchor Bolts The first paragraph is revised to read: Anchor bolts shall meet the requirements of ASTM A 449 or AASHTO M 164. Galvanized anchor bolts having an ultimate tensile strength above 145 ksi shall be tested for embrittlement in accordance with ASTM A 143 unless the length is less than five times the nominal bolt diameter, then they shall be tested in accordance with ASTM F 606, Section 7. The Manufacturer's Certificate of Compliance for the lot provided shall show the ultimate tensile strength test results. 9- 06.5(5) Bolt, Nut, and Washer Specifications The ASTM Specification for "Washers - High Strength Bolts" is revised to read "F 436 ". Page- AMD -24 Revision Date: May 19, 1997 i 9 -12.5 Precast Concrete Catch Basins 9- 09.3(1)B Placing in Treating Cylinders { 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 -119 WATERPROOFING o March 3, 1997 _ for Waterproofing >< 9 11.1 Asphalt P 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 -129 MASONRY UNITS 4 March 39 1997 5 9 -12.4 Precast Concrete Manholes 6 This section is revised to read: 7 all meet the requirements of AASHTO M 199. g Precast concrete manholes sh 9 0 The joints may be the tongue and groove type or the shiplap type, sufficiently deep to prevent lateral ' 1 displacement. 2 As an alternate to steel reinforcement, 48 -inch diameter by 3 -foot high eccentric or concentric cone sections 3 ' 4 may be reinforced with synthetic fiber. The synth e tof Obey shal> Pe cubic requirements of concrete and shall e 5 III. The synthetic fiber shall be added at a rate pounds 6 thoroughly mixed with the concrete before placement in the firms hoopshof W2 wire shall be placed in the 7 0.75 inches and a maximum of 2 inches in length. A minimum 8 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. 0 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 2 3 4 5 9 -12.7 Precast Concrete Drvwells 9 -12.7 Precast Concrete Drywells 9- 16.3(5) Anchors Precast concrete drywells shall meet the requirements of Section 9 -12.4. Seepage port size and shape may vary per manufacturer. Each seepage port shall provide a minimum of 1 square inch and a maximum of 7 square inches for round openings and 13 square inches for rectangular openings. The ports shall be uniformly spaced with at least one port per 8 inches of drywell height and 15 inches of drywell circumference. 6 { TC "SECTION 9 -13, RIPRAP, QUARRY SPALLS, SLOPE PROTECTION, AND 7 ROCK WALLS" }SECTION 9 -13, RIPRAP, QUARRY SPALLS, SLOPE 8 PROTECTION, AND ROCK WALLS 9 March 3, 1997 o 9 -13.4 Concrete Slab Riprap 1 This section is deleted. 2 3 { TC "SECTION 9 -16, FENCE AND GUARDRAIL" }SECTION 9 -16, FENCE AND 4 GUARDRAIL 5 March 3, 1997 6 7 8 9 0 1 2 3 4 5 6 7 8 9 0 1 2 3 4 5 6 9- 16.3(1) Rail Element The first paragraph is revised to read: The W -beam or thrie beam rail elements, backup plates, reducer sections and end sections shall conform to "A Guide to Standardized Highway Barrier Hardware" published by AASHTO, AGC, and ARTBA. All rail elements shall be formed from 12 gage steel except for thrie beam used for bridge rail retrofit and Design F end sections, which shall be formed from 10 gage steel. 9- 16.3(2) Posts and Blocks The second sentence of the first paragraph is revised to read: Blocks listed on the Qualified Products List that are made from alternate materials may be used in accordance with manufacturers recommendations. 9-16.3(5) Anchors The following paragraph is inserted after the third paragraph: Foundation tubes shall be fabricated from steel conforming to the requirements of ASTM A 500, grade B or ASTM A 501. 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 rDIVISION 1 GENERAL REQUIREMENTS r1 -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 estimate. ' 1 -03 AWARD AND EXECUTION OF CONTRACT 1- 03.1(1) Consideration of Bids (Additional Section) The contract, if awarded, will be awarded to the lowest responsive, responsible bidder. 1 -03.2 Award of Contract (Supplemental Section) The contract award or bid rejection will occur within 30 calendar days after bid opening. 1 -04 SCOPE OF THE WORK 1 -04.12 Hours of Work (Additional Section) General hours of work for the Project shall be limited to the hours of 7:00 a.m. to 5:00 p.m. 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. Special Provisions Page 1 2/14/2002 11 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 or Contractor. All costs of this survey work shall be included in "Construction Surveying, Staking, As- Builts" per lump sum, as described in Section 1- 09.14(D). 1- 05.5(2) Construction Staking (Supplemental Section) Sanitary Sewer and Water Line Alignment and Grade Stakes (50' max. interval for laser control) ' (30' max. interval for batter boards) 1 -07 LEGAL RELATIONS AND RESPONSIBILITIES TO THE PUBLIC 1 -07.16 Protection and Restoration of Property (Supplemental Section) Private property such as plants, shrubs, trees, fences, and rockeries within the work area shall be removed and restored to the satisfaction of the property owner. It shall be the CONTRACTOR's responsibility to notify each property owner when it is necessary to remove such improvements to facilitate the CONTRACTOR's progress, and to remove those improvements to locations requested by the property owner or to restore them to near original location in as near original condition as possible. For the purpose of this contract, all property not within the Right of Way, including property owned by the City of Renton, will be considered private property. All lawn within the area to be disturbed by the CONTRACTOR's operations shall be cut with a sod ' cutting machine, removed and disposed. The disturbed lawn area shall be restored with sod, after trench is backfilled and compacted. The restoration of the distributed lawn area shall be performed under the following guidelines: A. Topsoil shall be placed at a depth of 3 inches. B. Topsoil shall be tilled to a depth sufficient to key into the subsoil, raked to a smooth even grade without low areas to trap water and compacted, all as approved by the ENGINEER. C. Sod strips shall be placed within 48 hours of being cut. Placement shall be without voids and shall have the end joints staggered. The sod shall be rolled with a smooth roller following op placement. w Page 2 Special Provisions 2/14/2002 D. Barriers shall be erected, with warning signs where necessary, to preclude pedestrian traffic from access to the newly placed lawn during the establishment period. E. The watering schedule of all newly laid sod shall be four times a week for three weeks. The watering shall be such duration as to soak the replaced sod thoroughly and promote good root growth. F. Such removal, complete restoration and maintenance of the lawn shall be considered incidental to other items of work and no further compensation will be made. The CONTRACTOR shall notify all property owners along the construction area, by mail, prior to the start of construction. Names and addresses will be furnished by the CONTRACTING AGENCY. The CONTRACTOR shall further notify each occupancy in person a minimum of three days prior to construction adjacent to each property. 1 -07.17 Utilities and Similar Facilities (Supplemental Section) The CONTRACTOR shall provide written notification to the ENGINEER whenever an adjustment to the new sewer line location or grade is known to be required in order to avoid conflicts. Locations and dimensions shown in the plans for existing buried facilities are in accordance with available information obtained without uncovering, measuring, or other verification. The CONTRACTOR shall be responsible for determining their exact location. All utilities shall be potholed to locate them horizontally and vertically a sufficient time in advance of the pipe excavation, removal, and laying operation to allow adjustments to be made as necessary to avoid conflicts. This work shall be considered incidental to other bid items. The CONTRACTOR is alerted to the existence of Chapter 19.122 RCW, a law relating to underground utilities. Any cost to the CONTRACTOR incurred as a result of this law shall be at the CONTRACTOR's expense. MEASUREMENT AND PAYMENT 1 -09.14 Payment Schedule (Additional Section) GENERAL 1- 09.14(A) Scope A. Payment for the various items of the Bid Sheets, as further specified herein, shall include all compensation to be received by the CONTRACTOR for furnishing all tools, equipment, rsupplies, 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. Special Provisions Page 3 2/14/2002 I II 1- 09.14(B) Mobilization & Demobilization (Bid Item 001) Measurement for mobilization, shall be based on the establishment of all site improvements required to begin construction, including: project schedule, and transportation of equipment to the project site, receipt of all bonds and insurance policies, obtaining all required permits, along with any other submittal and shop drawing requirements, provide protection of existing facilities and removal of all materials and equipment from the construction site after project completion. Payment for mobilization will be made at the lump sum amount bid (NOT to exceed 80% of bid price prior to completion of construction) based on the percent of completed work as defined in the 1996 Standard Specifications for Road, Bridge, and Municipal Construction (WSDOT) for mobilization. Payment for the remaining 20% will be made upon completion and final clean -up of the construction site. Such payment will be complete compensation for all mobilization of employees, equipment and materials, preparation of all necessary submittals, bonds, insurance, site improvements, clean -up etc. all in conformance with the Contract Documents. ' 1- 09.14(C) Trench Excavation Safety Systems (Bid Item 002) Measurement for trench excavation safety systems will be based on a percentage defined as the amount of water and sanitary sewer pipelines installed divided by the total length of water and sanitary sewer pipe shown to be installed. Payment for trench excavation safety systems will be made at the measured percentage amount for the pay period times the lump sum amount bid, said payment will be complete compensation for all equipment, labor, materials, hauling, planning, design, engineering, submittals, furnishing and constructing and removal and disposal of such temporary sheeting, shoring, and bracing complete as required under the provisions of any permits and in the requirements of OSHA and RCW Chapter 49.17, etc. required to complete this item of work in conformance with the Contract Documents. 1- 09.140 Construction Surveying, Staking, and As- Builts (Bid Item 003) Measurement for construction surveying, staking and as -built information will be based on the percentage of total work complete, by dollar value, at the time of measurement. Payment for construction surveying, staking and as -built information will be made at the measured percentage amount for the pay period times the lump sum amount bid, said payment will be complete compensation for all labor, materials, equipment, travel, surveying needed to construct the improvements to the line and grade as shown on the plans, to provide the required construction and as- constructed field (as -built information) notes and drawings, etc. required to complete this item of work in conformance with the Contract Documents. No more than 50% of the bid amount for this item shall be paid prior to the review and acceptance of the as- constructed information by the Engineer. Page 4 Special Provisions 2/14/2002 1- 09.14(E) Traffic Control (Bid Item 004) Measurement for traffic control work will be based on the percentage of total work complete, by dollar value, at the time of measurement. Payment for traffic control for work will be made at the measured percentage amount for the pay period times the lump sum amount bid, said payment will be complete compensation for all labor, materials, equipment, prepare and conform to the approved Traffic Control Plan, provide for public convenience and safety, detours, flagging, barricades, sequential arrow boards, signs, traffic control devices, temporary striping, cleanup, etc. required to complete this item of work in conformance with the Contract Documents. 1- 09.14(F) Temporary Erosion/Sedimentation Controls (Bid Item 005) Measurement for temporary erosion/sediment control(s) will be based on the percentage of total work complete, by dollar value, at the time of measurement. Payment for temporary erosion/sedimentation control(s) will be at the lump sum amount bid, which pay- ment shall be complete compensation for all labor, materials, equipment, straw -bale dikes, silt fencing, plastic sheeting, etc. required to complete this item of work in conformance with Contract Documents. 1- 09.14(G) Landscape Restoration (Bid Item 006) Measurement for landscape restoration shall be per lump sum of landscape restored as required to complete this item in conformance with the Contract Documents. Payment for landscape restoration shall be per lump sum, which payment will be complete compensation for all labor, equipment, materials, materials hauling, sod, topsoil, preparation, forming, placement, finishing, watering, cleanup, etc. required to compete this item in conformance with the Contract Documents. 1- 90.14(H) Re- Establish Existing Monuments (Bid Item 007) Measurement for re- establishing existing monuments will be per each monument re- established, in conformance with RCW 58.09.130. Payment for re- establishing monuments will be made at the unit price bid per each, which payment will be complete compensation for all labor, equipment, materials, excavation, new monument with housing, placement, installation, backfill, compaction, restoration, etc. required to reference the existing monument and re- establish a new one after utility construction and restoration is complete, in conformance with the Contract Documents. 1- 09.14(I) Television Inspection of Sanitary Sewers (Bid Item 008) Measurement for television inspection of the new sewers will be based on the lineal feet of pipe inspected. Payment for television inspection of the new sewers in accordance with specification section 7- 17.3(4)I will be made at the amount bid per linear foot, which payment will be considered complete compensation for all labor, materials, equipment to perform television inspection and prepare videotape record of all new sewers constructed by excavate and replace methods as part of the project and record videotapes. Special Provisions Page 5 2/14/2002 1- 09.14(J) Furnish and Install 8" PVC Sewer Pipe and Cleanout (Bid Item 009) Measurement for furnishing and installing 8" diameter sanitary sewer pipe and cleanout of the type required will be based on lineal footage measured horizontally over the centerline of the installed pipe. Payment for furnishing and installing 8" diameter sanitary sewer pipe and cleanout of the type required will be made at the amount bid per linear foot, which payment will be complete compensation for all labor, materials, equipment, hauling, pavement cutting, asphalt concrete pavement removal, excavation, dewatering, bypass pumping, removal and disposal of waste material, pipe of the size and type required, gaskets, installation, laying and jointing pipe and fittings, bedding, and pipe zone fill material, appurtenances, frame and lid, concrete, placement of subsequent backfill (native) materials, compaction, water, grading, cleaning, temporary pavement patching, and testing (exfiltration or low pressure air test and deflection testing), etc. required to complete the work in accordance with the Contract Documents. Select imported backfill materials are included in other bid items (See Bid Item 030). 1- 09.14(K) Furnish and Install 8" C900 PVC Sewer Pipe (Bid Item 010) Measurement for furnishing and installing 8" diameter sanitary sewer pipe of the type required will be based on lineal footage measured horizontally over the centerline of the installed pipe. Payment for furnishing and installing 8" diameter sanitary sewer pipe of the type required will be made at the amount bid per linear foot, which payment will be complete compensation for all labor, materials, equipment, hauling, pavement cutting, asphalt concrete pavement removal, excavation, dewatering, bypass pumping, removal and disposal of waste material, pipe of the size and type required, gaskets, installation, laying and jointing pipe and fittings, bedding, and pipe zone fill material, appurtenances, placement of subsequent backfill (native) materials, compaction, water, grading, cleaning, temporary pavement patching, and testing (exfiltration or low pressure air test and deflection testing), etc. required to complete the work in accordance with the Contract Documents. Select imported backfill materials are included in other bid items (See Bid Item 030). 1- 09.14(L) Furnish and Install 6" PVC Side Sewer Pipe (Bid Item 011) Measurement for 6" diameter side sewer pipe of the type required will be based on lineal footage measured horizontally over the centerline of the installed pipe. Payment for furnishing and installing 6" diameter sanitary sewer pipe of the type required will be made at the amount bid per linear foot, which payment will be complete compensation for all labor, materials, equipment, hauling, pavement cutting, asphalt concrete pavement removal, excavation, dewatering, bypass pumping, removal and disposal of waste material, pipe of the size and type required, gaskets, installation, laying and jointing pipe and fittings, bedding, and pipe zone fill material, appurtenances, placement of subsequent backfill (native) materials, compaction, water, grading, cleaning, temporary pavement patching, and testing (exfiltration or low pressure air test and deflection testing), etc. required to complete the work in accordance with the Contract Documents. Select imported backfill materials are included in other bid items (See Bid Item 030). Page 6 Special Provisions 2/14/2002 1- 09.14(M) Furnish and Install 6" C900 PVC Side Sewer Pipe (Bid Item 012) Measurement for 6" diameter side sewer pipe of the type required will be based on lineal footage measured horizontally over the centerline of the installed pipe. Payment for furnishing and installing 6" diameter sanitary sewer pipe of the type required will be made at the amount bid per linear foot, which payment will be complete compensation for all labor, materials, equipment, hauling, pavement cutting, asphalt concrete pavement removal, excavation, dewatering, bypass pumping, removal and disposal of waste material, pipe of the size and type required, gaskets, installation, laying and jointing pipe and fittings, bedding, and pipe zone fill material, appurtenances, placement of subsequent backfill (native) materials, compaction, water, grading, cleaning, temporary pavement patching, and testing (exfiltration or low pressure air test and deflection testing), etc. required to complete the work in accordance with the Contract Documents. Select imported backfill materials are included in other bid items (See Bid Item 030). 1- 09.14(15) Furnish and Install 48" Sanitary Sewer Manhole (Bid Item 013) Measurement for furnishing and installing 48" sanitary sewer manholes will be per each for each type manhole installed in conformance with the Contract Documents. Payment for furnishing and installing 48" sanitary sewer manholes will be made at the unit price bid per each, which payment will be complete compensation for all labor, equipment, materials hauling, pavement cutting, asphalt concrete pavement removal, dewatering, excavation, removal and disposal of waste material, foundation material, concrete base, precast concrete manhole sections, gaskets, coating system (sealer), manhole frame and lid, installation, adjustment of frames to grade, ladder and rungs, appurtenances, connections, channeling, reconnection of existing sewer(s), placement of subsequent backfill (native) materials, compaction, water, cleaning, temporary pavement patching, and testing, etc. required to complete all manholes in conformance with the Contract Documents. Select imported backfill materials are included in other bid items (see Bid Item 030). 1- 09.14(0) Furnish and Install 54" Sanitary Sewer Manhole (Bid Item 014) Measurement for furnishing and installing 54" sanitary sewer manholes will be per each for each type manhole installed in conformance with the Contract Documents. Payment for furnishing and installing 54" sanitary sewer manholes will be made at the unit price bid per each, which payment will be complete compensation for all labor, equipment, materials hauling, pavement cutting, asphalt concrete pavement removal, dewatering, excavation, removal and disposal of waste material, foundation material, concrete base, precast concrete manhole sections, gaskets, coating system (sealer), manhole frame and lid, installation, adjustment of frames to grade, ladder and rungs, appurtenances, connections, channeling, reconnection of existing sewer(s), placement of subsequent backfill (native) materials, compaction, water, cleaning, temporary pavement patching, and testing, etc. required to complete all manholes in conformance with the Contract Documents. Select imported backfill materials are included in other bid items (see Bid Item 030). Special Provisions Page 7 2/14/2002 1- 09.14(P) Connect New Sewer to Existing Sewer Facility (Bid Item 015) Measurement for connecting the new sewer main to an existing sewer facility will be per each for connection made in conformance with the Contract Documents. Payment connecting the new sewer main to an existing sewer facility will be made at the unit price bid per each, which payment will be complete compensation for all labor, equipment, excavation around and protection of existing manholes, core drilling, rechanneling existing manholes, removal of existing cleanouts (if necessary), materials hauling, adjustment of frames to grade, relocate ladder and rungs (if necessary), connections, placement of subsequent backfill (native) materials, compaction, water, cleaning and testing, etc. required to complete all the connections in conformance with the Contract Documents. Select imported backfill materials are included in other bid items (see Bid Item 030). 1- 90.14(Q) 8" Ductile Iron Watermain Pipe, Cl. 52 Poly wrapped and Fittings (Bid Item 016) Measurement for furnishing and installing 8" diameter water pipe and fittings of the type required will be based on lineal footage measured horizontally over the centerline of the installed pipe. Payment for furnishing and installing 8" diameter water pipe and fittings shall be full pay to complete the work specified in the contract documents and plans, and shall include but not be limited to the following: • Locating existing utilities and potholing in advance to determine their horizontal and vertical location, • Saw cutting, trench excavation, and dewatering (if needed), • Removal, hauling and disposal of pavement, curbs, gutters, sidewalks, surplus and unsuitable excavated material and the like, • Stockpiling suitable excavated material for use as pipe bedding and trench backfill as directed by the Engineer • Fumishing, 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 • Fumishing bedding materials, placing and compacting pipe bedding, as shown on the plans, • Placing and compacting trench backfill (native), • Testing, poly - pigging, disinfecting and flushing of water mains, • Replacing, protecting and/or maintaining existing utilities, • Restoration of public and private properties, • Select imported backfill materials are included in other bid items (See Bid Item 030). 1- 90.14(R) 6" Ductile Iron Watermain Pipe, Cl. 52 Poly wrapped and Fittings (Bid Item 017) Measurement for furnishing and installing 6" diameter water pipe and fittings of the type required will be based on lineal footage measured horizontally over the centerline of the installed pipe. Payment for furnishing and installing 6" diameter water pipe and fittings shall be full pay to complete the work specified in the contract documents and plans, and shall include but not be limited to the following: • Locating existing utilities and potholing in advance to determine their horizontal and vertical location, • Saw cutting, trench excavation, and dewatering (if needed), Page 8 Special Provisions 2/14/2002 • Removal, hauling and disposal of pavement, curbs, gutters, sidewalks, surplus and unsuitable excavated material and the like, • Stockpiling suitable excavated material for use as pipe bedding and trench backfill as directed by the Engineer • Furnishing, installing, laying and jointing water pipes and fittings of the size, type and class shown, polyethylene encasement, special fittings, horizontal and vertical bends, vertical crosses for poly- ' pigging, shackle rods, temporary blow -off assemblies, and all incidentals • Furnishing bedding materials, placing and compacting pipe bedding, as shown on the plans, • Placing and compacting trench backfill (native), • Testing, poly - pigging, disinfecting and flushing of water mains, • Replacing, protecting and/or maintaining existing utilities, • Restoration of public and private properties, • Select imported backfill materials are included in other bid items (See Bid Item 030). 1- 90.14(S) 8" Gate Valve Assembly (Bid Item 018) Measurement for 8" gate valve assemblies will be per each for each 8" gate valve assembly installed in conformance with the Contract Documents. Payment for furnishing and installing 8" gate valve assemblies shall cover the complete cost of providing all labor, materials, equipment, valve, valve box and cover, operating nut extension, sleeves, saw cutting, dewatering, excavation, haul disposal of waste materials, shackle rods, couplings, spool piece, fittings, cleaning, chlorinating, bedding material, backfill (native), temporary pavement patching, adjustment to finished grade per contract plans and specifications. Select imported backfill materials are included in other bid items (See Bid Item 030). it Special Provisions Page 9 ,,� 2/14/2002 II 1- 90.14(T) - Fire Hydrant Assembly (Bid Item 019) I 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, • Placing and compacting trench backfill (native), • Testing, poly - pigging, disinfecting and flushing of new hydrants • Replacing, protecting and/or maintaining existing utilities • Select imported backfill materials are included in other bid items (See Bid Item 030). 1- 90.14(U) 3/4" Water Service Connection (Bid Item 020) Measurement for furnishing and installing 3/4" water service connections will be per each for 3/4" water service connection installed in conformance with the Contract Documents. Payment for furnishing and installing water service of the type and size shown size as shown shall be full pay to complete the work specified in the contract documents and plans, and shall include but not be limited to the following: • Locating existing utilities and potholing in advance to determine their horizontal and vertical location, • Saw cutting, trench excavation, and dewatering (if needed), • Removal, hauling and disposal of pavement, curbs, gutters, sidewalks, surplus and unsuitable excavated material and the like, • Excavation as needed, • Boring or tunneling, "hole- hogging" to install new water service line, • Furnishing and installing new corporation stops for 3/4 -inch, • Furnishing and installing new 3/4 -inch, copper water service lines, meter setters and meter boxes, • Testing, disinfecting and flushing of new service lines, • Furnishing and installing approved couplers and adapters, • Final connection to the existing private water service lines behind the meters and property lines, • Placing and compacting of bedding materials, • Placing and compacting trench backfill (native), 1 Page 10 Special Provisions 2/14/2002 • Replacing, protecting and /or maintaining existing utilities, • Restoration of public and private properties, • Select imported backfill materials are included in other bid items (See Bid Item 030). j r 1- 90.14(V) 3/4" Water Service Connection -(No Meter) (Bid Item 021) Measurement for furnishing and installing water service, meter setter, meter box and connection of the type and size shown will be per each water service and shall be installed in conformance with the Contract Documents. Payment for furnishing and installing water service of the type and size shown size as shown shall be full pay to complete the work specified in the contract documents and plans, and shall include but not be limited to the following: • Locating existing utilities and potholing in advance to determine their horizontal and vertical location, • Saw cutting, trench excavation, and dewatering (if needed), • Removal, hauling and disposal of pavement, curbs, gutters, sidewalks, surplus and unsuitable excavated material and the like, • Excavation as needed, • Boring or tunneling, "hole- hogging" to install new water service line, • Furnishing and installing new corporation stops for 3/4 -inch and 1 -inch services, tapped tees and 2 -inch gate valves for 1.5 -inch and 2 -inch services, • Furnishing and installing new 3/4 -inch, copper water service lines, meter Setters and meter boxes, • Testing, disinfecting and flushing of new service lines, • Furnishing and installing approved couplers and adapters, • Placing and compacting of bedding materials, • Placing and compacting trench backfill (native), • Replacing, protecting and/or maintaining existing utilities, • Restoration of public and private properties, • Select imported backfill materials are included in other bid items (See Bid Item 030). 1- 90.14(W) 1" Air Release Valve (Bid Item 022) Measurement for furnishing and installing air release valve of the type and size shown will be per each water service and shall be installed in conformance with the Contract Documents. Payment for furnishing and installing air - release valve of the type and size shown size as shown shall be full pay to complete the work specified in the contract documents and plans, and shall include but not be limited to the following: • 1" air and vacuum release valve • Saw cutting, trench excavation, and dewatering (if needed) • Removal, hauling and disposal of pavement, curbs, gutters, sidewalks, surplus and unsuitable excavated material and the like • Excavation as needed • Furnishing and installing new corporation stops for 1 -inch water, tapped tees • Final connection to the 1 -inch air and vacuum release valve, per Renton standard detail BR51 • Placing and compacting of bedding materials I Special Provisions Page 11 2/14/2002 • Placing and compacting trench backfill (native) • Replacing, protecting and/or maintaining existing utilities • Restoration of public and private properties • Select imported backfill materials are included in other bid items (See Bid Item 030). 1- 90.14(X) 2" Permanent Blow -Off Assembly (Bid Item 023) Measurement for furnishing and installing 2" permanent blow -off assembly 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 permanent blow -off assembly of the type and size shown size as shown shall be full pay to complete the work specified in the contract documents and plans, and shall include but not be limited to the following: • 2" Permanent Blow -Off Assembly • Saw cutting, trench excavation, and dewatering (if needed) • Removal, hauling and disposal of pavement, curbs, gutters, sidewalks, surplus and unsuitable excavated material and the like • Excavation as needed • Furnishing and installing new 2 -inch close nipple or plug and 2 -inch 900 elbow • 2" gate valve • Valve nut extension as required • Valve box, meter box • 2 -inch galvanized pipe • Final connection to the 2 -inch permanent blow -off assembly, per Renton standard detail BR25A • Placing and compacting of bedding materials • Placing and compacting trench backfill (native) • Replacing, protecting and/or maintaining existing utilities • Select imported backfill materials are included in other bid items (See Bid Item 030). • Restoration of public and private properties 1- 90.14(Y) Connection to Existing Water Main (Bid Item 024) Measurement for connections to existing mains will be per each for each connection to an existing main in conformance with the Contract Documents. Payment for connections to existing mains shall cover the complete cost of providing all labor, materials, equipment to complete the final connection and all work specified in the contract documents and plans, and shall include but not be limited to the following: • Locating existing utilities and water mains and potholing in advance to determine their horizontal and vertical location, • Saw cutting, trench excavation, and dewatering (if needed), • Removal, hauling and disposal of pavement, curbs, gutters, sidewalks, surplus and unsuitable excavated material and the like, • Stockpiling suitable excavated material for use as pipe bedding and trench backfill as directed by the Engineer, • Installation of concrete dead -man blocks around existing water mains in advance of the final connections, Page 12 Special Provisions 2/14/2002 • Furnishing, installing, laying and jointing water pipes, fittings, and all necessary couplings of the size, type and class shown, polyethylene encasement, special fittings, horizontal and vertical bends, shackle rods, removal of temporary blow -off assemblies, disinfecting the pipes and fittings and all incidentals to complete the connection according to the contract plans and specifications, • Furnishing bedding materials; placing and compacting pipe bedding, as shown on the plans, • Placing and compacting trench backfill (native), • Replacing, protecting and/or maintaining existing utilities • Select imported backfill materials are included in other bid items (See Bid Item 030). t1- 90.14(Z) Furnish & Install 16" x 8" Wet Tapping Gate Valve Assembly (Bid Item 025) Measurement for furnishing and installing tapping gate valve assemblies of the size and type specified will be per each tapping gate valve assembly installed in conformance with the Standard Plans, Contract Specifications and Details. Payment for furnishing and installing tapping gate valve assemblies of the size and type specified shall cover the complete cost of providing all labor, equipment and all incidental work necessary to complete the work specified in the contract documents and plans, and shall include but not be limited to the following: • Locating existing utilities and potholing in advance to determine their horizontal and vertical location, • Saw cutting, trench excavation, and dewatering (if needed), • Removal, hauling and disposal of pavement, curbs, gutters, sidewalks, surplus and unsuitable excavated material and the like, • Stockpiling suitable excavated material for use as pipe bedding and trench backfill as directed by the Engineer, • Furnishing, installing, valves of size and type shown, valve boxes and cover, stem extensions, valve location marker, shackle rods, polyethylene encasement, adjustment to finished grade, and all incidentals, • Wet- tapping the existing water main by a City approved wet - tapping contractor, • Final connection to the new water main, • Placing and compacting of bedding materials, • Placing and compacting of trench backfill (native), • Replacing, protecting and/or maintaining existing utilities • Select imported backfill materials are included in other bid items (See Bid Item 030). 1- 90.14(AA) Furnish & Install 12" x 8" Wet Tapping Gate Valve Assembly (Bid Item 026) Measurement for furnishing and installing tapping gate valve assemblies of the size and type specified will be per each tapping gate valve assembly installed in conformance with the Standard Plans, Contract Specifications and Details. Payment for furnishing and installing tapping gate valve assemblies of the size and type specified shall cover the complete cost of providing all labor, equipment and all incidental work necessary to complete the work specified in the contract documents and plans, and shall include but not be limited to the following: • Locating existing utilities and potholing in advance to determine their horizontal and vertical location, Special Provisions Page 13 2/14/2002 • Saw cutting, trench excavation, and dewatering (if needed), • Removal, hauling and disposal of pavement, curbs, gutters, sidewalks, surplus and unsuitable excavated material and the like, • Stockpiling suitable excavated material for use as pipe bedding and trench backfill as directed by the Engineer, • Furnishing, installing, valves of size and type shown, valve boxes and cover, stem extensions, valve location marker, shackle rods, polyethylene encasement, adjustment to finished grade, and all incidentals, • Wet- tapping the existing water main by a City approved wet - tapping contractor, • Final connection to the new water main, • Placing and compacting of bedding materials, • Placing and compacting of trench backfill, • Replacing, protecting and/or maintaining existing utilities • Select imported backfill materials are included in other bid items (See Bid Item 030). 1- 09.14(AB) Concrete for Thrust Blocking, Dead -Man Anchor Blocks (Bid Item 027) Measurement for concrete for thrust blocking, dead -man anchor blocks will be per cubic yard for all concrete installed for thrust blocking and dead -man anchor bolts in conformance with the Contract Documents. Payment for furnishing and installing concrete for thrust blocking, dead -man anchor blocks shall cover the complete cost of providing all labor, materials, equipment, excavation, haul dispose of waste, dewatering, concrete vertical and horizontal blocks, dead -man anchor bolts, reinforcing steel, shackle rods, clamp assembly, anchor bolts, and necessary form work. Concrete material weights shall be verified by providing a copy of certified truck tickets, which will accompany each load. 1- 09.14(AC) Removal of Existing Hydrants, Valve Boxes & other Appurtenances (Bid Item 028) 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 on 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. 1- 09.14(AD) Removal and Replacement of Unsuitable Foundation Material (Bid Item 029) 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. Page 14 Special Provisions 2/14/2002 II 1- 09.14(AE) Select Imported Trench Backfill (Bid Item 030) Measurement for select imported backfill, shall be measured in Tons based on the weight of material installed into the work. Certified weight tickets shall accompany each load, a copy of tickets shall be given to the ENGINEER daily. Wasted materials will not be included in the measurement or payment. Only materials placed within the pay limits shown will be considered for payment. Material placed outside of the pay limits shown on the plans or as approved by the ENGINEER will be deducted from the certified tickets. Payment for select imported backfill will be made at the amount bid per ton, which payment will be complete compensation for all labor, materials, equipment, hauling, placement, water, compaction, 11, removal and disposal of waste materials, etc. required to complete this item of work in conformance with the Contract Documents. 1- 09.14(AF) Asphalt Pavement Class `B' Road Rebuild Including Crushed Surf. Top Course (Bid Item 031) Measurement for asphalt pavement (ACP) shall be measured in square yards, horizontally over the completed surface of the roadway. Asphalt pavement measurement width shall be as defined by the limits of pavement shown in the Construction Plans, unless otherwise approved by the ENGINEER. Payment for asphalt pavement (ACP), including crushed surfacing top course and asphalt concrete, will be made at the amount bid per square yards, which payment will be complete compensation for all labor, materials, haul, existing asphalt concrete roadway removal, existing subgrade removal, surface preparation, grading, gravel materials including crushed surfacing top course, compaction, water, temporary trench patch (placement and removal), pavement saw cutting, asphaltic materials, tack oil, placement, cleanup, etc. required to complete this item of work in conformance with the contract documents. No additional payment will be made for work necessary to correct ACP not installed in accordance with specifications. if I , Special Provisions Page 15 2/14/2002 1- 09.14(AG) Asphalt Patch Class `B' Including Crushed Surfacing Top Course (Bid Item 032) Measurement for asphalt concrete patch shall be measured in square yards, horizontally over the �i completed surface of the trench. Pavement repair measurement width shall be as defined by the limit of trench patch payment shown in the Contract Documents, unless otherwise approved by the ENGINEER. Payment for asphalt concrete patch, including crushed surfacing top course and asphalt concrete, will be made at the amount bid per square yards, which payment will be complete compensation for all labor, materials, haul, surface preparation, gravel materials including crushed surfacing top course, compaction, water, temporary trench patch (placement and removal), pavement saw cutting, asphaltic materials, tack oil, placement, final trench patch, cleanup, etc. required to complete this item of work in conformance with the contract documents. No additional payment will be made for work necessary to correct an asphalt concrete patch not installed in accordance with specifications. 1- 09.14(AH) Asphalt Overlay 1 -1/2" Thick (Bid Item 033) Measurement for asphalt overlay 1 -1/2 "shall be measured in square yards of asphalt concrete Class `B ", horizontally over the completed surface of the street. Overlay measurement width shall be as defined by the limit of asphalt overlay payment shown in the Contract Documents, unless otherwise approved by the ENGINEER. Payment for asphalt overlay 1 -1/2" will be made at the amount bid per square yard, which payment will be complete compensation for all labor, materials, haul, aggregate, tack coat, installation, preparation of existing pavement, placement of asphalt concrete, roller compaction, joint sealing, cleanup, etc. required to complete this item of work in conformance with the contract documents. 1- 09.14(AI) Asphalt Grinding (Bid Item 034) Measurement for asphalt grinding shall be measured in square yards of grinding, horizontally over the surface of the street. Asphalt grinding measurement width shall be as defined by the limit of asphalt overlay grinding shown in the Contract Documents, unless otherwise approved by the ENGINEER. Payment for asphalt grinding will be made at the amount bid per square yard, which payment will be complete compensation for all labor, materials, haul, grinding of existing asphalt pavement, removal and disposal of all grindings, cleanup, etc. required to complete this item of work in conformance with the contract documents. 1- 09.14(Aj) Replace Pavement Markings and Traffic Buttons (Bid Item 035) Measurement for replace pavement markings shall be per lump sum replacement of all crosswalks, railroad crossing markers, lane markers and all other traffic control elements as shown in the Contract Documents and/or that exist prior to construction which are damaged, disrupted or removed as a result of construction of this project, unless otherwise approved by the ENGINEER. Payment for replace pavement markings shall be made per lump sum, which payment will be complete compensation for all labor, equipment, materials, hauling, paint, traffic buttons, thermoplastic markings, preparation, finishing, cleanup, etc. required to compete this item in conformance with the Contract Documents. Page 16 Special Provisions 2/14/2002 ' 1- 09.14(AK) Removal and Replacement of Concrete Sidewalk and Driveways (Bid Item 036) Measurement for removal and replacement of concrete sidewalk and driveways shall be in square yards of sidewalk and driveway repair required for installation of utilities as shown in the Contract Documents, unless otherwise approved by the ENGINEER. Payment for removal and replacement of concrete sidewalk and driveways will be made at the amount bid per square yard, which payment will be complete compensation for all labor, equipment, materials, removal of existing, materials hauling, preparation, forming, placement, finishing, cleanup, etc. required to compete this item in conformance with the Contract Documents. 1- 09.14(AL) Removal and Replacement of Concrete Curb (Bid Item 037) Measurement for removal and replacement of concrete curb shall be in lineal feet of curb repair required for installation of utilities as shown in the Contract Documents, unless otherwise approved by the ENGINEER. Payment for removal and replacement of concrete curb will be made at the amount bid per lineal foot, which payment will be complete compensation for all labor, equipment, materials, removal of existing, materials hauling, preparation, forming, placement, finishing, cleanup, etc. required to compete this item in conformance with the Contract Documents. DIVISION 5 SURFACE TREATMENTS AND PAVEMENTS 5 -04 ASPHALT CONCRETE PAVEMENT 5- 04.3(5) Conditioning the Existing Surface The Contractor shall maintain existing surface contour during patching, unless instructed by City Engineer. 5- 04.3(5) Preparation of Existing Surface The Contractor shall provide their own mechanical sweeping equipment. The sweeper will be on the project prior to the start of paving, to insure the streets to be paved are clean before the tack coat is applied. The sweeper will keep the streets clean ahead of the paving machine and clean the streets behind the empty trucks that have dumped their loads into the paving machine. The sweeper must sweep all streets made dirty by the CONTRACTOR'S equipment. If the paving machine is "walked" from one site to another, the sweeper must sweep up behind paving machine. The sweeper shall not leave the overlay site until given permission by the City's inspector. All utilities shall be painted with a biodegradable "soap" to prevent the tack and ACP from sticking to the lids. Diesel will not be used. After the application of soap, catch basins must be covered to prevent tack and ACP from getting into catch basins. Preparation of existing surface shall be done as outlined in this section and a tack coat shall be applied at the rate of 0.02 to 0.08 gallons per square yard. Payment for preparation of the surface and application of the tack coat shall be considered incidental to the paving and no separate payment shall be made. Special Provisions Page 17 2/14/2002 The Contractor shall locate all utilities for access immediately after any paving and mark the location by means of painting a circle around the location and scooping a portion of asphalt 4" - 6" in diameter and the depth of the overlay from the center of the utility location. The Contractor shall locate and completely expose gas and water valves for access immediately after final rolling. The day following the start of application of ACP, utility adjustments must begin. The Contractor shall have an adjustment crew adjusting utilities every workable working day until adjustments are complete. During the adjustment of any utility, existing concrete bricks or grouting material that has been broken or cracked shall be removed and replaced at the CONTRACTOR's expense. Utility adjustments must be completed within 15 working days after overlay is complete, and within the specified working days. Payment for utility adjustments includes all labor, materials, tools, and equipment necessary to complete the adjustments and is incidental to pay item for Asphalt Patch (1- 09.14(Z)). 5 -06 TEMPORARY RESTORATION IN PAVEMENT AREAS (Additional Section) 5 -06.1 Description (Additional Section) Pavement areas that have been removed by construction activities must be restored by the Contractor prior to the end of each working period, prior to use by vehicular traffic. Within paved streets, the Contractor may use temporary pavement to allow vehicular traffic to travel over the construction areas. Temporary pavement shall be placed around trench plates or others devices used to cover construction activities in a manner that provides a smooth and safe transition between surfaces. Within paved alleys, the Contractor may use the compacted backfill to allow vehicular traffic to travel over the construction areas. Trench plates or others devices used to cover construction activities shall be placed and anchored in a manner that provides a smooth and safe transition between and across surfaces. 5 -06.2 Materials (Additional Section) s Materials for temporary restoration in pavement areas shall be `Cold Mix'. The composition of other components of the temporary asphalt pavement shall be determined by the Contractor to provide a product suitable for the intended application. The Contractor shall not use materials that are a safety or health hazard. Temporary pavement material that does not form a consolidated surface after compaction shall be considered unsuitable and shall be removed from the site. Unsuitable temporary pavement shall be disposed of offsite. 5 -06.3 Construction Requirements (Additional Section) The roadway subsurface shall be prepared for the temporary pavement as defined in Section 2 -06. Temporary pavement areas greater than ten (10) square feet shall be a minimum of four (4) inches thick and roller compacted to consolidation. The completed pavement shall be free from ridges, ruts, bumps, depressions, objectionable marks, or other irregularities. 1 Page 18 Special Provisions 2/14/2002 The Contractor shall immediately repair, patch, or remove any temporary pavement that does not provide a flat transition between existing pavement areas. All temporary asphalt pavement shall be removed from the site by the end of the project and shall not be used as permanent asphalt pavement or subgrade material. DIVISION 7 DRAINAGE STRUCTURES, STORM SEWERS, SANITARY SEWERS, WATER MAINS AND CONDUITS 7 -05 MANHOLES, INLETS, AND CATCH BASINS 7 -05.3 Construction Requirements (Supplemental Section) Pipe to manhole couplings shall be equal to a "Kor -n -Seal" boot. Manhole base sections shall be placed on a graded and firmly compacted granular bedding course conforming to the requirements for sewer bedding in Section 7- 17.3(1)B of the Standard Specifications. The bedding shall be at least 6- inches thick and extend at least 12- inches beyond the limits of the base section all around. The bedding must be graded to ensure uniform contact and support of the manhole in a true vertical position. Manhole channels shall conform to the City's standard details and the construction plans. All manholes shall be installed with locking frame and cover as shown on City of Renton detail BR29. 7- 05.3(1) Adjusting Manholes to Grade (Supplemental Section) The Contractor shall construct manholes so as to provide adjustment space for setting cover and casting to a finished grade as shown on the construction plans. Manhole ring and covers shall be adjusted to the finished elevations prior to final acceptance of the work. Manholes in unimproved areas shall be adjusted to 6- inches above grade. 7- 05.3(3) Connection to Existing Manholes (Supplemental Section) Connections to existing manholes shall be core drilled. Couplings shall be equal to "Kor -n -Seal" boots. Existing manholes shall be cleaned, repaired, and rechanneled as necessary to match the new pipe configuration and as shown on the construction plans. Special Provisions Page 19 2/14/2002 7- 05.3(5) Manhole Coatings (Additional Section) All new sanitary sewer manholes shall be coated as specified below. The following coating system specifications shall be used for coating (sealing) all interior concrete surfaces of manholes. Coating Material: High Solids Urethane Surfaces: Concrete Surface Preparation: In accordance with SSPC SP -7 (Sweep or brush off blast) Application: Shop/Field The drying time between coats shall not exceed 24 hours in any case System Thickness: 6.0 mils dry film Coatings: Primer: One coat of Wasser MC- Conseal high solids urethane (2.0 DFT) Finish: Two or more coats of Wasser MC- Conseal (min. 4.0 DFT) Color: White 7 -08 GENERAL PIPE INSTALLATION REQUIREMENTS 7 -08 Materials (Revised Section) 7- 08.3(1)C Pipe Bedding (Supplemental Section) PVC pipe shall be bedded in accordance with the requirements of Section 7- 08.3(1)C, of the Standard Specifications, and the construction plans. Bedding material for flexible pipe shall meet the requirements of Section 9- 03.16. Hand compaction of the bedding materials under the pipe haunches will be required. Hand compaction shall be accomplished by using a suitable tamping tool to firmly tamp bedding material under the haunches of the pipe. Care shall be taken to avoid displacement of the pipe during the compaction effort. Compaction shall provide adequate support along the pipe to prevent settling of the pipe. 7- 08.3(1)D Pipe Foundation (Additional Section) Pipe foundation in poor soil: When soft or unstable material is encountered at the subgrade which, in the opinion of the Engineer, will not uniformly support the pipe, such material shall be excavated to an additional depth as required by the Engineer and backfilled with foundation gravel material placed in maximum 12 -inch lifts. Foundation gravel shall be ballast and conform to the requirements of Section 9- 03.9(1) of the Standard Specifications. Page 20 Special Provisions 2/14/2002 Corrections faulty grade; Excess excavation below the required grade shall be backfilled with foundation gravel as specified above and thoroughly compacted to the required grade line. Foundation Material used for sanitary sewers shall be as follows: Ballast Section 9- 03.9(1) 7- 08.3(1)E Trench Dewatering (Additional Section) Dewatering may be required during construction of the sewer and water lines. 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. rPreserve 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- 08.3(1) F Hazardous Waste Training (Additional Section) Construction crews working with excavated soils shall be 40 hour trained in safety requirements for working with hazardous materials should they be encountered. Special Provisions Page 21 2/14/2002 3 7- 083(2) Laying Sewer Pipe 7- 08.3(2)A Survey Line and Grade (Replacement Section) The Contractor is required to provide construction staking and shall be responsible for securing the services of a professional land surveyor or qualified engineer who shall provide all survey staking needed in conjunction with the project. The Contractor shall assume full responsibility for the accuracy of the staking and shall provide all replacement staking or re- staking needed. The Contractor shall paint the project stationing baselines on the ground at 50 foot intervals. The CONTRACTOR'S surveyor shall provide the original field notes and a set of the field notes which shall contain as a minimum the centerline station and offset and cut to each, manhole, side sewer, and all other changes in alignment or grade as may be needed to draw accurate as- constructed records of the project. These notes shall be kept legibly, in a format conforming to good engineering practice in a hard covered field book. It shall be the CONTRACTOR'S responsibility to record the location, by centerline station, offset, and elevation, of all existing utilities uncovered or crossed during his work as covered under this project. It shall be the CONTRACTOR'S responsibility to have his surveyor locate by centerline station, offset, and elevation, each major item of work done under this contract. Major items of work shall be defined to include the following items: Manholes, Catch Basins and Cleanouts Casing end points Major changes in design grade(s) After completion of the work covered by this contract, the CONTRACTOR'S surveyor shall provide to the Engineer the hard cover field book(s) containing the construction staking and as -built notes, and one set of white prints of the construction drawings upon which he has plotted the locations of existing utilities, and one set of white prints of the construction drawings upon which he has plotted the as -built location of the new work as recorded in the field book(s). This drawing shall bear the surveyor's seal and signature certifying its accuracy. 7- 08.3(2)B Pipe Laying (Supplemental Section) Isolated grade deviations limited to less than 18 feet in length (each) due to pipe bellies or pipe settling shall not exceed one -half inch. The pipe shall be installed to within the tolerances specified in Division 10 of these specifications. Page 22 Special Provisions 2/14/2002 II 7- 083(3)A n Backfilling Water and Sanitary Sewer Trenches (Supplemental Section) Backfill shall conform to the requirements noted on the plans. Select backfill is required where native material is not suitable as determined by the Engineer. Select backfill shall be per Section 9- 03.12(1)C to the base of the subgrade. The remaining depth shall be restored as noted on the plans. To the maximum extent available suitable material obtained from trench excavation shall be used for trench backfill. All material placed as trench backfill shall be free from rocks or stones larger than 8 inches in their greatest dimension, brush, stumps, logs, roots, debris and organic or other deleterious materials. No stones or rock shall be placed in the upper three feet of trench backfill. Rock or stones within the allowable size limit incorporated in the remainder of fills shall be distributed so that they do not congregate or interfere with proper compaction. ' Backfill within paved areas shall be compacted to at least 95 percent of maximum dry density as determined by the modified proctor compaction test, ASTM D1557. This includes the foundation, backfill, and base course materials. Maximum lift thickness of backfill shall not exceed 24 inches between the top of the bedding and 4 feet below grade and 12 inches from 4 feet below grade to the base of the subgrade. The Engineer may be on -site to collect soil samples and to test compaction. The Contractor shall provide site access at all times for compaction testing and sample collection. Areas of the trench which fail to meet the compaction requirements shall be removed and replace and re- compacted at the CONTRACTOR's expense. The Contractor shall be responsible for any settlement of backfill, sub -base, and pavement which may occur during the period stipulated in the contract conditions. All repairs necessary due to settlement shall be made by the Contractor at his expense. Backfill in unimproved areas shall be compacted to at least 90 percent of maximum dry density as determined by the modified proctor compaction test, ASTM D1557 7 -17 SANITARY SEWERS 7 -17.2 Materials (Replacement Section) tGravity sewer pipe shall be as specified herein and as shown on the plans. The Contractor shall provide two copies of the pipe manufacturer's technical literature and tables of dimensional tolerances to the Engineer. Any pipe found to have dimensional tolerances in excess of those prescribed or having defects which prevent adequate joint seal or any other damage shall be rejected. If requested by the Engineer, not less than three nor more than five lengths of pipe for each size, selected from stock by the Engineer, shall be tested as specified for maximum dimensional tolerance of the respective pipe. Materials shall meet the requirements of the following sections. PVC Sewer Pipe Section 9 -05.12 C900 Sewer Pipe, Class 100 AWWA C -900 ' 7- 17.3(2)F General (Supplemental Section) Side sewers stubbed to the property line shall be air - tested. Special Provisions Page 23 4/9/2002 II 7- 17.3(2)H Television Inspection (Replacement Section) The Engineer will require that all sanitary sewer lines be inspected by the use of a television camera before final acceptance. The costs incurred in making the initial inspection will be borne by the owner of the sanitary sewer. The Contractor shall bear all costs incurred in correcting any deficiencies found during television inspection including the cost of any additional television inspection that may be required by the Engineer to verify the correction of said deficiency. The Contractor shall be responsible for all costs incurred in any television inspection performed solely for the benefit of the Contractor. The video inspection shall be done after the manholes have been channeled and the line cleaned and flushed. The video inspection shall be done with a minimum flow of water in the pipe and inspected in the direction of the flow unless otherwise directed by the ENGINEER. The camera shall have rotational capabilities and be used by the operator to view up each side sewer connection and provide best views of any non - conforming items. ' Once the television inspection has been completed the contractor shall submit to the Engineer the written reports of the inspection plus the video tapes. Said video tapes are to be in color and compatible with the City's viewing and recording systems. The City system accepts 1/2" wide high density VHS Tapes. The tapes shall be run at standard speed SP (15/16 I.P.S.). The CONTRACTOR shall use TV inspection report forms as considered industry standard and as approved by the OWNER, and provide completed forms and video tapes of the completed TV inspection to the OWNER. The costs incurred by the CONTRACTOR will be covered by the bid item for such television inspections, and all costs associated with the initial inspection and any requested additional inspections shall be included. n 11 Page 24 Special Provisions 2/14/2002 DIVISION 8 MISCELLANEOUS CONSTRUCTION 8 -13 MONUMENT CASES 8 -13.1 Description (Supplemental Section) Add the following: The CONTRACTOR shall retain the services of a registered surveyor for re- establishing monuments impacted by construction. 8 -13.3 Construction Requirements (Revised Section) Revise last sentence: The monument will be fumished and set by the CONTRACTOR'S SURVEYOR. DIVISION 9 MATERIALS 9 -03 AGGREGATES 9- 03.12(1)C Select Backfill for Sewer, Storm and Water Trenches (Additional Section) Aggregate for Select Backfill shall consist of granular material, either naturally occurring or processed, and shall meet the following requirements for grading and quality: Sieve Size Percent Passing 1 -1/4" square 100* 1/4" square 25 min. U.S. No. 40 40 max. U.S. No. 200 7.0 max. Sand Equivalent 50 min. Special Provisions Page 25 2/14/2002 Standard Detail Table of Contents Detail Dwg Name SP Page Sanitary Manhole Typical Detail BR28 B071 Sanitary Shallow Manhole Type B BR37 B072 ' Manhole Frame and Cover BR29 B074 Miscellaneous Manhole Details B24 B034 8 Inch Clean -Out BW18D B076.1 Standard Side Sewer Installation BR39 B078 ' Air Test Table for Sewer Mains BR07 B083 Concrete Blocking Sizing Procedure BR26 B085 Blocking for Convex Vertical Bend B22 B086 Shackle Rodding and Tie Bolts BR27 B089 Valve Operating Nut Extension BR46 B090 1" Air & Vacuum Release BR50 B094 Fire Hydrant Assembly Detail BR24 B 102 Hydrant Markers BR24A B 103 Temporary 2" Blow -Off Assembly BR25 B 104 Permanent 2" Blow -Off Assembly BR25A B 105 3 /a" & 1" Water Service BR41 B 106 Dechlorination BR40 13110 1 Channelization Markers Detail HRO1 H001 Channelization Markers Detail HR02 H002 ' Raised Pavement Markers HR08 H007 Pavement Marking Details HR03 H008 Thermoplastic Crosswalk HR 13 H012 Monument Case & Cover HR04 H031 u < LLJ \ / — \ - ƒ g V) p e i n z u CD < c S / K / 7 / / / u z = < LLJ U) \ \ \ g / E > _ < o < o u > LLJ f / LLJ ^ / / \ 2 a <ozu $ © L ~ <E /\ i M~ CD / \ - _j > - 2 = LLJ S b %® 6M Ce? -J < > o® % ® / <iu= <E /® z u z2 szzƒ <me eeu/ / \ \ 5 0 0 0 < \ \ / / / \00 LLJ -j 0 < < < \z >z /uo e�M1 LLJ �< ~f \e -J0(D ®$cf e22\%/ $ / /0& /2lo F- a eu u u_±,geoE=eo \ \$ \�\ §� \ ® /��< / /j // eo <eo =u®®/ �°z®uuoo zzoeo < < <uzu <z%ue esm- uuuep == /\I=\7ƒ/ %LLJUi uz& / \\ / \ / / / / / / \3 :c)U /// /- & w It o a & a a /b /3 >z p i \ \ u_ z \ ( )\ Qm < \ \ E-� �( > - \[ /§ m/ nj m z o < < $? ~ §u j C) \& /d ®5 g £u @ �G \/ �\ �/� /\ \E � b* E/ 5� a ~° z d u= < yz -® t ee ® ® % = V) V) ±/ e z e< <c �= e< i/ \- ® j4 u \ U / ƒ \ ƒ \\ / ee /\ \/ \\ \ \\ �� \ e // \\ \ \z \/ \/ \ <m \o / ƒz < > o zo /b /3 >z % [ ( [ ®)\ \(§ f\} Q � w r-) / Li / I O / Z z o �A & p i \ § u_ z \ ( )\ Qm \ E-� �( \ \[ /§ \ \ m z o < \ ~ �� r�$ / % [ ( [ ®)\ \(§ f\} Q � w r-) / Li / I O / Z z o �A & C C l C L C I r w N Iw Z CC w Z Y Q O 0— U - (I _j V) F= Fr 0 Z w Q U LLJ N w Q < Z O w Zw O Nw LLJ Z J J v U- O C� O CL J O Z j m w O w N � co Q � O � > D w =0Zw O ~0w wQ Q Q Q]L:2 m LC CnZ W J OwF-m U- _ Z �w QZ=J -JO C] w MW p= J W Q UJ Q N m 00 �i- NZQamN Qdc=n0 O Of LLJ U Z OOwZ =Q WF-w0 L� �W oO QF- J(n mNJm LJ 0 (1 - � CO z 0 0 UCC O Q Z J�� J 00 O W Z O J J N O Q< Z w Z WmQZNQ =JQ(n to \Jm [LO 0JWD�ZZ��F w0Z �Q JQwJOOI- -�2�f- :D00WC- Dm5u0UQY I O w uj mL ~J W -r U) =UOUNOwOZYO J 0 Ln Q = 0of �� - ~LLJ Z- w =�OO�JCrF-Cr a s Z U z a L Q Lo 0 m Q z w z a WWW WOZZW JZof�- TQQZQ F- cncncnQUMOUOQCntn330UCe300O0 O Z - N r"i 4 ll� (D I-� m Cn O W a E- 0 6 o Z °a' Aw a 0 E- a F .a] 00� Zo Cn a z Uez � N r- 0 m w Q a a N a �a r- M CC m W c Z C� 3 0 V, V, w w 0 0 Z i O cl W W H w w H W W Z 0Y O H w � � Q M d 4 v Q \� Y I W cn � I xU) O U Q Z z a m- u I= 0 \O 0° M N b c o vi vi 0 0 00 m d d w N z O F-- u w '0 r 0 _ � M N I w < > a O Q'`. 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THIS CLEANOUT IS ONLY TO BE USED AT THE PERMISSION OF THE CITY OF RENTON ENGINEER. 2. THIS CLEANOUT IS ONLY TO BE USED FOR "DRY" SEWER LINES THAT MAY BE EXTENDED IN THE FUTURE. ITS PURPOSE IS TO ALLOW THE ENGINEER TO DETERMINE THE INVERT ELEVATION OF THE PIPE FOR FUTURE DESIGNS. ALL "LIVE" LINES SHALL USE STANDARD DETAIL BW186, SP PAGE 8076. 3. IN UNIMPROVED AREAS POUR 1' -0" THICK 2' -0" SQUARE CONCRETE, CLASS 3000, PAD AROUND RING AND COVER. IN ASPHALT ROADWAYS, RESTORE AROUND CLEANOUT RING AND COVER AS REQUIRED BY STANDARD DETAIL DRAWING BR36, SP PAGE 8001. PLUG TO BE SEALED IN SAME MANNER AS MAIN SEWER JOINTS. 8 INCH CLEAN —OUT FOR "DRY" SEWER MAIN �� Y 0 ADOPTED U A CITY OF RENTON 1+ 4 "`� � STANDARD PLANS �F N T O� LST DATE: 1 /02 DWG. 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O n M m M d m N N N )- Z N ^ N N N N N N N m 0 01 d 0) d W M n O M d u") )n ^ w N d U7 Ln )D m uJ - N N N N N N N 0 0 1n01nn vn0 oarn n0tnW otocon ^ N N N N N N N 001nou)0 Mau) 1n N n M m d n n n n n ^ N N N N N N O O O O u) O u) M M M M u') ^ UJ N n m m m m ^ N N N N N N H W = 0 0 0 0 0 0 0 0 0 0 �- )n O if1 O )n O u) O u7 M M d d Z w J 3dld 8313M10 'NI Ol 0 .. m w (Y. W � 0 U) Q V) a_ W in 0- a z �+ p 2 m O F W � FW-� ..a w ao oA QCn q i: a F F' X Fin ^ O <6 vO E- G. 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O n M m M d m N N N )- Z N ^ N N N N N N N m 0 01 d 0) d W M n O M d u") )n ^ w N d U7 Ln )D m uJ - N N N N N N N 0 0 1n01nn vn0 oarn n0tnW otocon ^ N N N N N N N 001nou)0 Mau) 1n N n M m d n n n n n ^ N N N N N N O O O O u) O u) M M M M u') ^ UJ N n m m m m ^ N N N N N N H W = 0 0 0 0 0 0 0 0 0 0 �- )n O if1 O )n O u) O u7 M M d d Z w J 3dld 8313M10 'NI Ol 0 .. m w (Y. W � 0 U) Q V) a_ W in 0- a z �+ p 2 m O F W � FW-� ..a w ao oA QCn q i: a F F' X Fin ^ O <6 vO E- G. Q' Cl) m W F, w Z Q � 4u 0 L Q d W d Z_ CO (n u) O 0 3: a:QLo 0 O Q -t 0 W J O N U- Q W Jp.XF- a m 0 a W d: Q S �' O I- W Cn _ �Lj Q�Z F-O W WO ~ n C, N W Q li N W � O O cn Z p 0 � Of �)nW aN�W (n LLJ W _j W Ln U 0 N W 0 C) Q� J J(n 0� 0_ (n Q Q H F- F- w :5000000000 0 f- 1f) O o O 1n O u) O )n uj J 3dld LI313WV10 'NI 8 00 1n 0)mNMN0 r- 0 n N M n 0) N M d d )n -- N N N N M M M M M 0 O n 7 10 d m 0) m cD N 1n n N m Co 0 N M d )n d^ N N N 10 "� M M M In O m m M N tD l0 M N m o n M m p fV M d u) u) d �- N N N M M M M M M 0mn DNOM't u)MMnONMd u))nm N M M M M M M M w 0_ O m M t0 n- N M Q N N O r N (V )D ^ (n M M M M M M Z O U F O m M m M O N� m d T W W u) Q) N 0) N d 1n to n n V) N N N M M M M M M M <_ W O o m M N m N M m M r, O n O M In tD n n m m Z N N M M M M M M In M t0 O m M n N m m M m N M u') u') m 0 1n 1D n m m rn m ^ M M M M 1M M M M o O M n 1M 0 1n 0) N d O d t0 m n m m O 0) O O ^ N M M M M M d d O O d o N '0 m^ M d In 04 .- d w 0 0 0 0 N M d d d d d ooan n )n tooLoLnu) N V N N N N N N -IN M d d d d m H w = 0000000000 V- 1n 0 1n O Ln O u) O 0 0 N N M M d d Z w J 3dld d313WVld 'NI St o O n w m O 1N n M N V7 W m 01 m N N M o N N N N O 00 co �OmNO t co st at �- ^ N N N N N N N N O m O M d N m M n d Od 0) T41 N ONr)C,M ^^ N N N N N N W a 0 n O a N N M d d Wd W p M '' ^ N N N N N N N Z Q' u U H O ^ N n N N cd 0 m d N N W V7 Ln N N N N n W )n 0) t2 O N M N N (n w O O O d m M J:W n d o Q) . O n M m M d m N N N )- Z N ^ N N N N N N N m 0 01 d 0) d W M n O M d u") )n ^ w N d U7 Ln )D m uJ - N N N N N N N 0 0 1n01nn vn0 oarn n0tnW otocon ^ N N N N N N N 001nou)0 Mau) 1n N n M m d n n n n n ^ N N N N N N O O O O u) O u) M M M M u') ^ UJ N n m m m m ^ N N N N N N H W = 0 0 0 0 0 0 0 0 0 0 �- )n O if1 O )n O u) O u7 M M d d Z w J 3dld 8313M10 'NI Ol 0 .. m w (Y. W � 0 U) Q V) a_ W in 0- a z �+ p 2 m O F W � FW-� ..a w ao oA QCn q i: a F F' X Fin ^ O <6 vO E- G. 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O n M m M d m N N N )- Z N ^ N N N N N N N m 0 01 d 0) d W M n O M d u") )n ^ w N d U7 Ln )D m uJ - N N N N N N N 0 0 1n01nn vn0 oarn n0tnW otocon ^ N N N N N N N 001nou)0 Mau) 1n N n M m d n n n n n ^ N N N N N N O O O O u) O u) M M M M u') ^ UJ N n m m m m ^ N N N N N N H W = 0 0 0 0 0 0 0 0 0 0 �- )n O if1 O )n O u) O u7 M M d d Z w J 3dld 8313M10 'NI Ol 0 .. m w (Y. W � 0 U) Q V) a_ W in 0- a z �+ p 2 m O F W � FW-� ..a w ao oA QCn q i: a F F' X Fin ^ O <6 vO E- G. Q' Cl) m W F, w Z Q � 4u 0 L Q d W d Z_ CO (n u) O 0 3: a:QLo 0 O Q -t 0 W J O N U- Q W Jp.XF- a m 0 a W d: Q S �' O I- W Cn _ �Lj Q�Z F-O W WO ~ n C, N W Q li N W � O O cn Z p 0 � Of �)nW aN�W (n LLJ W _j W Ln U 0 N W 0 C) Q� J J(n 0� 0_ (n Q Q H F- H W = 0 0 0 0 0 0 0 0 0 0 �- )n O if1 O )n O u) O u7 M M d d Z w J 3dld 8313M10 'NI Ol 0 .. m w (Y. W � 0 U) Q V) a_ W in 0- a z �+ p 2 m O F W � FW-� ..a w ao oA QCn q i: a F F' X Fin ^ O <6 vO E- G. 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