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d Award D 2(gl 2 0 0 5 CAG-05-031 Awarded Americon, Inc. 23020 SE 272nd St Maple Valley, WA 98038 $709 , 109 . 50 �Y ti o Bidding Requirements, City of Renton Forms, Contract Forms, Conditions of the Contract, Plans and Specifications 1 v City of Renton Construction of: Central Business District Utility Replacement Project (Water, Storm Sewer and Sanitary Sewer) PROJECT NO. SWP-27-2988 WTR-27-2988 WWP-27-2988 City of Renton 1055 South Grady Way Renton, WA 98055 General Bid Information: (425)430-7200 Water Contact: Michael Benoit (425)430-7206 Wastewater Contact: Michael Benoit (425)430-7206 Storm Water Contact: Daniel Carey (425)430-7293 Primed on Recycled Paper E O U � C U Y E U L U > @ E -E C 2 U d U N (D 00 00 C) m m O (O CO � CO N N N C) co co X LO to LO m N N N U- V LO O N c7 O CO co N O L? c) Q) LO U,� LO) N ,'Y N N CO CO O UN O O yC- vvv v v v p V V V V L N N N CL N N N N y Cl) Cl) Cl) C) d U 17 IITI`T�i LO LO U') U-) d' V V V C .. E N L Q C p C E .O CL E U w a' a � UQUZ O a z w w i @ m ( — w u. ULL. wYw f- J U Y � U U N N O Z) 0 O IA N 0 c6 O O O Un y J Y U U C/) L W 5 Z U) U C N m O C J c O c C c 0 C w. < O y cz o 0 0 0 0 v a .L w . ° o E E E E E U U a U Q Q Q Q Q r CITY OF RENTON i RENTON, WASHINGTON i CONTRACT DOCUMENTS r for the Central Business District Utility Replacement Project •• PROJECT NO. SWP-27-2988 WTR-27-2988 WWP-27-2988 .. March 2005 i BIDDING REQUIREMENTS CONTRACT FORMS i CONDITIONS OF THE CONTRACT SPECIFICATIONS .. PLANS i K0R of WAS ,��'4, IID ,9 23169 O �Q 9Or F(G3/ST ASS/ONAI- i EXPIRES r r Yr CITY OF RENTON SWP-27-29889 WTR-27-29889 WWP-27-2988 Central Business District Utility Replacement Project CONTRACT DOCUMENT TABLE OF CONTENTS s Summary of Fair Practices Policy Summary of Americans with Disability Act Policy " Scope of Work Vicinity Map Instructions to Bidders Call for Bids *Proposal & Combined Affidavit & Certificate Form: Non-Collusion +W Anti-Trust Claims Minimum Wage Form *Bid Bond Form A• *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 -.1-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 r CITY OF RENTON Aw 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. +r• (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 r Attest: \ 'w City Cler i CITY OF RENTON SUMMARY OFAMENCANS 97TH DISABILITIES 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 1W 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. M• (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 .r 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. r CONCURRED IN by the City Council of the City of Renton, Washingion, w this 4th day of October 1993. CITY OF RENTON RENTON CITY COUNCIL: Mayor ;! Council President Attest: / a City Clerk SWP-27-2988, WTR-27-2988, WWP-27-2988 •• Central Business District Utility Replacement Project 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 964 linear feet of 8" diameter C900 sanitary sewer pipe, 575 linear feet of 6" • diameter C900 sanitary side sewer pipe, 6 sanitary sewer manholes, 320 linear feet of 8" diameter ductile iron storm pipe, 527 linear feet of 12" diameter storm pipe (ductile iron and CPEP), 9 Type 2 Catch Basins, 18 concrete inlets, 1 Type 1L Catch Basin, 640 linear feet of 12" ductile iron water pipe and fittings, 14 +• water services and reconnections, associated asphalt street restoration, associated side walk restoration, and associated landscape restoration. This work is to take place on two adjacent blocks in the Central Business District (Wells Avenue South and Williams Avenue South between South 2"d Street and South 3`a Street). Excavations for the sanitary sewer will range between 5 feet and 7 feet. Excavations for the storm sewer will range between 3 feet and 4 feet. 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 90 working days will be allowed for the completion of this project. r. •s • • +r • Li _ Airport Way 1 j ' h�J �� Ave.,L %�� i `—� — � �I j PROJECT AREA ��.� IS 2nd St S l2nd ISt � S 3rd St 0 j_ S CD aDa 5hTS CD 0 a Llj� IT SW 7th St ' h S D F ELL' qEEG�oa� i 0 MoD , � o 5. - N CENTRAL BUSINESS DISTRICT , I UTILITY REPLACEMENT it INSTRUCTIONS TO BIDDERS w 1. Sealed bids for this proposal will be received by the City of Renton at the office of the Renton City Clerk, Renton City Hall,until the time and date specified in the Call for Bids. do At this time the bids will be publicly opened and read, after which the bids will be considered and the award made as early as practicable. +� No proposal may be changed or withdrawn after the time set for receiving bids. Proposals shall be submitted on the forms attached hereto. .. 2 Any omissions, discrepancies or need for interpretation should be brought, in writing, to the attention of the Project Engineer. Written addenda to clarify questions that arise may then be issued. No oral statements by Owner, Engineer, or other representative of the owner shall, in any way, modify the contract documents,whether made before or after letting the contract. 3 The work to be done is shown in the plans and/or specifications. Quantities are understood to be only approximate. Final payment will be based on actual quantities and at the unit price bid. The City reserves the right to add or to eliminate portions of that work as deemed necessary. 4. Plans may be examined and copies obtained at the Public Works Department Office. Bidders shall satisfy themselves as to the local conditions by inspection of the site. • 5. The bid price for any item must include the performance of all work necessary for completion of that item as described in the specifications. .r 6. The bid price shall be stated in terms of the units indicated and as to a total amount. In the event of errors, the unit price bid will govern. Illegible figures will invalidate the bid. 7. The right is reserved to reject any and/or all bids and to waive informalities if it is deemed advantageous to the City to do so. 8. A certified check or satisfactory bid bond made payable without reservation to the Director of Finance of the City of Renton in an amount not less than 5% of the total amount of the bid shall accompany each bid proposal. Checks will be returned to unsuccessful bidders immediately following the decision as to award of contract. The check of the successful bidder will be returned provided he enters into a contract i and furnishes a satisfactory performance bond covering the full amount of the work within ten days after receipt of notice of intention to award contract. Should he fail, or refuse to do so, the check shall be forfeited to the City of Renton as liquidated damage for such failure. 9. All bids must be self-explanatory. No opportunity will be offered for oral explanation except as the City may request further information on particular points. 10. The bidder shall, upon request, furnish information to the City as to his financial and practical ability to satisfactorily perform the work. .w 11. Payment for this work will be made in Cash Warrants. „r 12. The contractor shall obtain such construction insurance (e.g. fire and extended coverage, worker's compensation, public liability, and property damage as indicated on forms enclosed under Attachment A herein and as identified within Specification Section 1-07.18. 13. The contractor, prior to the start of construction, shall provide the City of Renton a detailed bar chart type construction schedule for the project. 14 Before starting work under this contract, the Contractor is required to supply information to the City of Renton on all chemical hazards Contractor is bringing into the work place and potentially exposing City "~ of Renton Employees. 15. Payment retainage shall be done in accordance with Section 1-09.9(2) "Retainage and Section" • 1-09.9(3) "Contracting Agency's Right to Withhold and Disburse Certain Amounts" located in City of Renton Supplemental Specifications. 16. Basis For Approval The construction contract will be awarded by the City of Renton to the lowest, responsible, responsive ,. bidder. The bidder shall bid on all bid items of all bid schedules set forth in the bid forms to be considered responsive for award. The total price of all schedules will be used to determine the successful low responsive bidder. Partial bids will not be accepted. The owner reserves the right to award any or all schedules of the Bid to meet the needs of the City. The intent is to award to only one bidder. .. 17. Trench Excavation Safety Systems As required by RCW 39.04.180, on public works projects in which trench excavation will exceed a depth of four feet, any contract therefore shall require adequate safety systems for the trench excavation that meet the requirements of the Washington Industrial Safety and Health Act, Chapter 49.17 RCW. These requirements shall be included in the Bid Schedule as a separate item. The costs of trench safety systems shall not be considered as incidental to any other contract item and any attempt to include the trench safety systems as an incidental cost is prohibited. •. 18. Payment of Prevailing Wages In accordance with Revised Code of Washington Chapters 39.12 and 49.28 as amended or supplemented herein, there shall be paid to all laborers, workmen or mechanics employed on this contract the prevailing rate of wage for an hour's work in the same trade or occupation in the area of work regardless of any contractual relationship which may exist, or be alleged to exist, between the contractor and any .. laborers,workmen,mechanics or subconsultants. The most recent issue of the prevailing wage rates are included within these specifications under section titled "Prevailing Minimum Hourly Wage Rates". The Contractor is Responsible for obtaining updated ' issues of the prevailing wage rate forms as they become available. The applicable prevailing wages for work on this project shall be those that are in effect on the date when bids by prime contractors are due for submission to the City. If contracts are not awarded within six months of the date bids are due, the ' applicable prevailing rates shall be those in effect on the date the contract is awarded. These rates shall remain in effect for the duration of the contract. 19. Employment of Resident Employees The contractor and subcontractors shall employ Washington State residents in accordance with the • requirements of RCW 39.16. 1W 20. Pollution Control Requirements MA Work under this contract shall meet all local, state and federal requirements for the prevention of environmental pollution and the preservation of public natural resources. The contractor shall conduct the work in accordance with all applicable pollution control laws. The contractor shall comply with and �. be liable for all penalties, damages, and violations under Chapter 90.48 RCW, in performance of the work. The contractor shall also comply with Article 4 in the Puget Sound Air Pollution Control Agency Regulation III regarding removal and encapsulation of asbestos materials. 21. Standard Specifications w All work under this contract shall be performed in accordance with the following standard specifications except as may be exempted or modified by the City of Renton Supplemental Specifications, Special Provisions other sections of these contract documents. These standard specifications are hereby made a part of this contract and shall control and guide all activities within this project whether referred to directly,paragraph by paragraph, or not. 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 w method. B. All references to measurement and payment in the WSDOT/APWA standards shall be detected and the measurement and payment provisions of Section 1-09.14,Measurement and Payment(added herein)shall govern. 22. If a soils investigation has been completed, a copy may be included as an appendix to this document. If one has not been provided for this project by the City or Engineer, the Bidders shall familiarize themselves adequately with the project site and existing subsurface condition as needed to submit their • bid. Upon approval of the City,the Bidder may make such subsurface explorations and investigations as they see fit. The Bidder shall be responsible for protection of all existing facilities, utilities and other buried or surface improvements and shall restore the site to the satisfaction of the City. 23 Bidder's Checklist ❑ It is the responsibility of each bidder to ascertain if all the documents listed on the attached index are included in their copy of the bid specifications. If documents are missing, it is the sole responsibility of the bidder to contact the City of Renton to obtain the missing documents prior to bid opening time. ❑ Have you submitted, as part of your bid, all documents marked in the index as"Submit With Bid"? ❑ Has bid bond or certified check been enclosed? ❑ Is the amount of the bid guaranty at least 5 percent of the total amount of bid including sales tax? ❑ Has the proposal been signed? ❑ Have you bid on ALL ITEMS and ALL SCHEDULES? ❑ Have you submitted the Subcontractors List(If required) ❑ Have you reviewed the Prevailing Wage Requirements? -- ❑ Have you certified receipt of addenda, if any? CAG-05-031 CITY OF RENTON CALL FOR BIDS Central Business District Utility Replacement Project ., SWP-27-2988, WTR-27-2988, WWP-27-2988 Sealed bids will be received until 2:30 p.m., Tuesday, April 5, 2005, at the City Clerk's office, 7"' floor, and will be opened and publicly read in conference room 511 on the fifth floor, Renton City Hall, 1055 South Grady Way. The work to be performed within 90 working days from the date of commencement under this contract shall include,but not be limited to: Installation of approximately 964 linear feet of 8" diameter C900 sanitary sewer pipe, 575 linear feet of 6" diameter C900 sanitary side sewer pipe, 6 sanitary sewer manholes, 320 linear feet of 8" diameter ductile iron storm pipe, 527 linear feet of 12" diameter storm pipe (ductile iron and CPEP), 9 Type 2 Catch Basins, 18 concrete inlets, 1 Type 1L Catch Basin, 640 linear feet of 12" ductile iron water pipe and fittings, 14 water services and reconnections, associated asphalt street restoration, associated side walk restoration, and associated _ landscape restoration. This work is to take place on two adjacent blocks in the Central Business District(Wells Avenue South and Williams Avenue South between South 2nd Street and South 3rd Street). Excavations for the sanitary sewer will range between 5 feet and 7 feet. Excavations for the storm sewer will range between 3 feet and 4 feet. The 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 $55.15 plus $4.85 Tax (Total $60.00) for each set. If ordered by mail, the order, with check, must received by the PBPW Customer Service Counter no later than _ March 25, 2005 (suggest calling to confirm receipt of request). Please add $5.00 for postage, which is also non- refundable. No telephone orders will be accepted. Questions regarding this call for bids or the plan holders lists should be directed to the Public Works Customer Service Counter at the above address or at (425) 430-7200. If a bidder has any questions regarding the project, please contact the Project Managers, Mike Benoit (Wastewater and Water), at 1055 South Grady Way, Renton, WA 98055 or(425)430-7206 and Daniel Carey(Surface Water), at 1055 South Grady Way,Renton, WA 98055 or(425)430-7293 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. & 4lA4 4/ oaite-e Bonnie 1. Walton, City Clerk Published: �+ Daily Journal of Commerce March 22, 2005 Daily Journal of Commerce March 29, 2005 w r A CITY OF RENTON SWP-27-2988, WTR-27-2988, WWP-27-2988 Central Business District Utility Replacement Project 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 certifies 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 r Vendor and purchaser recognize that in actual economic practice overcharges resulting from anti-trust violations are in fact usually borne by the purchaser. Therefore, vendor hereby assigns to purchaser any and all claims for such over-charges as to goods and materials purchased in connection with this order or contract, except as to overcharges resulting from anti-trust violations commencing after the date of the bid, quotation, or other event establishing the price under this order or contract. In addition, vendor warrants and represents that such of his suppliers and subcontractors shall assign any and all such claims to purchaser, subject to the aforementioned exception. AND MINIMUM WAGE AFFIDAVIT FORM 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 M statement and certificate, know the contents thereof and the substance as set forth therein is true to my knowledge and belief. FOR: PROPOSAL, NON COLLUSION AFFIDAVIT, ASSIGNMENT OF ANTI-TRUST CLAIMS TO PURCHASER AND MINIMUM WAGE AFFIDAVIT 40 Name of Bidder's Firm r�r _ Printed Name F-0-t- %S_0 L,- Signature Address: �, U 5_ E `7',z k i Names of Members of Partnership: s OR Name of President of Corporation k ,s JLZ_k Name of Secretary of Corporation rE LA 0— tL- S /vLk Corporation Organized under the laws of With Main Office in State of Washington at �Z7;Z P ld3d�o'" Subscribed and sworn to before me on this day of , 20Q� .4,rNotary Publi in nd or the State of Washington ,Print) _-rT Y I-, (< PIt PEA •• L•' j/r \�p,� r �'r /I ent expires: to'-O �� g dW at dW , AwvN e w Z. r -OA /y�p,�Or w tip►`,,_ IIN11��� • =ROM FAX NO. Sep. 03 2004 05:43AM P3 BID BOND FORM Herewith find deposit in the forth of a certified check, cashier's check, cash, or bid bond in the amount of $ which amount is not less than five percent of the total bid. Signature Know All Men by These Presents: as Principal, and That we, bound unto the City of Renton, as Ohio Casualty Insurance °mp surety, are hel and firmly obligee, in the penal sum of Five Percent o e ollars, 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 SWP 27-2988 Utility Replacelk&'ding to the terms of the proposal or bid made by the Principal therefore, and the Principal shall duly make and enter into a contract with the Obligee in accordance with the terms of said proposal or bid and award and shall give bond for the faithful performance thereof, with Surety or Sureties approved by the Obligee; or if the Principal shall, in case of failure to do so, pay and forfeit to the Obligee the penal amount of the deposit specified in the call for bids, then this obligation shall be null and void; otherwise it shall bean remain in�lagesc the amount of this bond,Surety shall forthwith pay and forfeit to the Obligee, as penalty liquidated - . SIGNED, SEALED AND DATED THIS 5th ^DAY OF-jar iJ_., 200 5 Americon, Inc. dba: TAB Enterprises Principal « -1 z1i jOhio Casualty Insurance Company reCy �de/t� aiser- m orney-in- act T Received return of deposit in the sum of$ 1� t: i. 1 CERTIFIER COPY OF POWER OF ATTORNEY THE OHIO CASUALTY INSURANCE COMPANY WEST AMERICAN INSURANCE COMPANY No.38-131 Know All Men by These Presents: That THE OHIO CASUALTY INSURANCE COMPANY,an Ohio Corporation,and WEST AMERICAN INSURANCE COMPANY,an Indiana Corporation,pursuant to the authority granted by Article III,Section 9 of the Code of Regulations and By-Laws of The Ohio Casualty Insurance Company and West American Insurance Company,do hereby nominate,constitute and appoint:Walter W.Wolf,James E.Majeskey,Judith A. Rapp,Judith C.Kaiser-Smith,Jo Ann Mikkelsen or Tammy Jackson of Spokane,Washington its true and lawful agent(s)and attorney(s)-in-fact,to make, execute,seal and deliver for and on its behalf as surety,and as its act and deed any and all BONDS,UNDERTAKINGS,and RECOGNIZANCES,not exceeding in t] any single instance FOUR MILLION($4,000,000.00)DOLLARS,excluding,however,any bond(s)or undertaking(s)guaranteeing the payment of notes and interest thereon And the execution of such bonds or undertakings in pursuance of these presents,shall be as binding upon said Companies,as fully and amply,to all intents and purposes,as if they had been duly executed and acknowledged by the regularly elected officers of the Companies at their administrative offices in Fairfield,Ohio,in their own proper persons. The authority granted hereunder supersedes any previous authority heretofore granted the above named attomey(s)-in-fact. In WITNESS WHEREOF,the undersigned officer of the said The Ohio Casualty Insurance Company and West American Insurance Company has hereunto subscribed his name and affixed the Corporate Seal of each Company this 9th day of February,2005. it wau auy. ' ji,UEA SEAL J 01 W' cccYYY�wv —'•✓w Sam Lawrence,Assistant Secretary ' STATE OF OHIO, COUNTY OF BUTLER On this 9th day of February,2005 before the subscriber,a Notary Public of the State of Ohio,in and for the County of Butler,duly commissioned and qualified,came ' Sam Lawrence,Assistant Secretary of THE OHIO CASUALTY INSURANCE COMPANY and WEST AMERICAN INSURANCE COMPANY,to me personally known to be the individual and officer described in,and who executed the preceding instrument,and he acknowledged the execution of the same,and being by me duly sworn deposes and says that he is the officer of the Companies aforesaid,and that the seals affixed to the preceding instrument are the Corporate Seals of said Companies,and the said Corporate Seals and his signature as officer were duly affixed and subscribed to the said instrument by the authority and direction of the said ' Corporations. IN TEESTIMONY WHEREOF,I have hereunto set my hand and affixed my Official Seal at the City of Hamilton,State of Ohio,the day and year first above written. ���yam• Notary Public in and for County of Butler,State of Ohio My Commission expires August 6,2007. This power of attorney is granted under and by authority of Article III,Section 9 of the Code of Regulations and By-Laws of The Ohio Casualty Insurance Company and West American Insurance Company,extracts from which read: Article III,Section 9. Appointment of Attorneys-in-Fact. The Chairman of the Board,the President,any Vice-President,the Secretary or any Assistant ' Secretary of the corporation shall be and is hereby vested with full power and authority to appoint attorneys-in-fact for the purpose of signing the name of the corporation as surety to,and to execute,attach the seal of the corporation to,acknowledge and deliver any and all bonds,recognizances,stipulations,undertakings or other instruments of suretyship and policies of insurance to be given in favor of any individual,firm,corporation,partnership,limited liability company or other entity, or the official representative thereof,or to any county or state,or any official board or boards of any county or state,or the United States of America or any agency ' thereof,or to any other political subdivision thereof This instrument is signed and sealed as authorized by the following resolution adopted by the Boards of Directors of the Companies on October 21,2004: RESOLVED,That the signature of any officer of the Company authorized under Article III,Section 9 of its Code of Regulations and By-laws and the Company seal may be affixed by facsimile to any power of attorney or copy thereof issued on behalf of the Company to make,execute,seal and deliver for and on its behalf as surety any and all bonds,undertakings or other written obligations in the nature thereof;to prescribe their respective duties and the respective limits of their authority;and to revoke any such appointment. Such signatures and seal are hereby adopted by the Company as original signatures and seal and shall,with respect to any bond,undertaking or other written obligations in the nature thereof to which it is attached,be valid and binding upon the Company with the same force and effect as though manually affixed. CERTIFICATE I,the undersigned Assistant Secretary of The Ohio Casualty Insurance Company and West American Insurance Company,do hereby certify that the foregoing power of attorney,the referenced By-Laws of the Companies and the above resolution of their Boards of Directors are true and correct copies and are in full force and effect on this date. IN WITNESS WHEREOF,I have hereunto set my hand and the seals of the Companies this 5th day of April 2005 Zr ixau �„peuq�� � o / _ ;• SEAL � SEAL •'■ i//������ ////J/ Assistant Secretary CITY OF RENTON PUBLIC WORKS DEPARTMENT CENTRAL BUSINESS DISTRICT UTILITY REPLACEMENT Schedule A s (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. A01 1 Mobilization & Demobilization Schedule A l.. (Bid item not to ceed 10% of total Schedule A) O C> O dd Lump Sum $ ( 11 K"-,5KV� per Lump Su (words) figures go A02 1 Trench Excavatio Safety Systems Schedule A t� o� oa Lump Sum $ l %)o 'aw per Lump Su (words) figures r► A03 1 Co struc Surveyin Staking, and As-Builts Sched A oo cry Lump Sum $ �k� V-":�-U CLC C per Lump Sum (words) figures A04 1 T i a#f i c Co trol,,,S�hedule AA 0Q.Lump Sum $ ��� ��� ' � hvh� a U �_ • per Lump SLthn (words) figures A05 1 TEem_porary Erosi n/Se imentati n C ntrols Schedule A o� o�G Lump Sum $ w es� �" �+ c.tic` � a1 — C) 8j:�;_ per Lump Su (words) figures A06 2 Re establi h exstin Monument (� '. Each $ %v� rum ��!r•e--Att •N"'L- per Each (words) figures A07 964 FLunish a Install 8" C9 0 PVC Sewer Pipe Linear Foot $ per Linear F of I (words) figures • A08 575 FKnish a d Inst 6" C900 PVC Side Sewer Pipe `oG 1� oc; Linear Foot $ per Linear F of (words) figures 4r A09 4 F-,,wish and Instal ype B 54" Shallo Sanitary Sewer ac, f� �oG Each $ 1 1-�ea-,� ku i�— \ I per Each words) figures aw A10 2 Furnis and Ins all 54" Di m. S nita Sewer Manhole _ Each $ rE� ,-Z,9 �vc� ,. per Each (words) figures All 4 Coppect Exi 4S-aNn Sewer to New San Sewer Struct ocs Each per Each (words) figures Al2 964 TV Inspection of Sanitary Sewers `��_ I LAq .. Linear Foot $ Do-1,e c}- �j1a per Linear Foot (words) figures .• Page A-1 s CITY OF RENTON PUBLIC WORKS DEPARTMENT CENTRAL BUSINESS DISTRICT UTILITY REPLACEMENT Schedule A .r (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 aw NO. QUANTITY (Unit Prices to be Written in Words) Dollars Cts. Dollars Cts. •• A13 2 Locate anqAbpndon Sanit ry Sewer Manhole o_o 00 Each C. n I -u.5�. X � oG0 per Each (words) figures dw A14 640 Furnish an Install 12" Ductile Iron Water Main Pipe & Linear Foot $E, d 1 c C r per Lin bar Fo (words) figures r A15 4 Furnish and I tall 12" Dia eter Gate Valve Assembly cyo cc Each $�w �3 t '� - w per Each (words) figures A16 1 F�niish anV Install 8" Diamete Gate Valve Assembly c Each � +w per Each (words) figures A17 2 Furnish and Install 6"" Dia, ter�t � lve Assembly GG ( ��vo Each $ e r v r per Each (words) figures A18 1 Fut�L h a d Ins all 4" Di m r Gate Valve Assembly (Z: Each $ Q per Each (words), figures „W A19 4 F.t [s h nd Install Fire Ijydrant Asseipb ly Each $ per Each (words) figures O 'W Connection to 12"Water Main A20 1 Wells ve S (Approx St 20+22) Lump Sum $ t Vv •� (a o ., per L mp um (words) figures Connection to 4"Water Main A21 1 Wells Ave S.(A rox Sta 3+18) G v aG .. Lump Sum $ -.,•k vv�per Lump Su (words) figures an Connection to 8"Water Main A22 1 V�(�Ils Ave S at Approx Sta 5+54) — ° '� d c' Lump Sum $ % ✓'- ��cj5'c> �Cl� per Lump Sum (words) figures 4W Connection to 6"Water Main A23 1 W Is Aye. S (at Approx S4a 26+1`5) f � � ( �Ga- .. Lump Sum $ v � (z L per L mp& m (words) figures .. Page A-2 Im CITY OF RENTON PUBLIC WORKS DEPARTMENT rr CENTRAL BUSINESS DISTRICT UTILITY REPLACEMENT Schedule A (Note: Unit prices for all items,all extentions,and total amount of bid must be shown. Show unit prices in both words and figures and where conflictconflict occurs the written or typed words shall prevail.) ITEM APPROX. ITEM WITH UNIT PRICED BID UNIT PRICE AMOUNT "w NO. QUANTITY (Unit Prices to be Written in Words) Dollars Cts. Dollars Cts. .. Connection to Water Mains A24 1 Williams ve. S (,a.4pprox S 15+6 & 16+0 ) Lump Sum $ �.�G. nc) I �d— U ..r per Lump Sum (words) figures A25 10 Furnish d Install /4"Water erv�ce Connection oc� oa Each $ � , �-,�11� Sk 4A.Lf +• per Eatch (words) figures A26 3 F=ish nd Insta 1 er 1"W ter vice Connection ov cx� Each $ ��v� �c I _ -3 t(d�Q- ' per Each (words) figures A27 1 Furnish an—d Install 1-1/2" Water Service Connection c� oG Each $�c, 1 \C,�� � per Each (words) figures A28 10 Concrete Thrust Blocking and Dead-Man Anchor Blocks �_ oc7 .. Cubic Yard $ .v�,, d C)per Cubic Yard (words) figures A29 1 J int nding �.P__Qn ermite Wel [ GG l� Lump Sum J$ per Lump Sum (words) figures A30 4 Cathodic Pr tection Test S ations (All Types) dGo�q Each $ (�,cU��'� Qr.� per Each (words) figures i A31 165 Re al and Replacement of Unsuitable Foundation Ton $ �o - d „�. per Ton I (words) figures A32 2,180 $S ec Imported Trench Backfill dC' I ' ��Ir per Ton (words) figures A33 1,825 As halt Cla s 'B' P ch Inc. CSTC aUoa ,. Square Yard $�'1.�� �o per Square Ya d (words) figures A34 5,600 2" Deep Grind and Asphalt Overlay Class'B' G cri Square Yard � (b per Square Yard (words) figures 4W Page A-3 CITY OF RENTON PUBLIC WORKS DEPARTMENT CENTRAL BUSINESS DISTRICT UTILITY REPLACEMENT Schedule A ow (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. +. A35 1 Re lace P ment Mar ings n r is Buttons Lump Sum $ ht v� �Vh � ��6 ao per Lump um (words) figures dV r A36 220 Rem �andPppllaacce Sidewalk & Driveway �cj� Gwo7 Square Yard $ '\ c4 per Square Yard (words) figures A37 150 iRMe nd Replace Curb & Gutter o4 Linear Foot 66 aw per Linear Foot (words) figures A38 1 5RQmoval of Paint and Other arkings on Curb& Sidewalk ad °= Lump Sum 3 a oa- 3 oc� 1W per Lump Sum (words) figures G v Subtotal Schedule A ASo D-33 ICU .8.8% Sales Tax Total Schedule A d 33`J Z6 yr ✓ +► �r .r r w +• Page A-4 CITY OF RENTON PUBLIC WORKS DEPARTMENT SCHEDULE OF PRICES • CENTRAL BUSINESS DISTRICT UTILITY REPLACEMENT Schedule B 1° (State Sales Tax Rule 171 Applies to Schedule B) (Note: Unit prices for all items, all extentions,and total amount of bid must be shown. Show unit prices in both words and figures and where 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. B01 1 Mobilization & Demobilization Schedule B (RW ' em not t0-exceed 10% f total project amount) 6G i .� 0 o Lump Sum $f'l -t r�", +L I o�r per Lump Sum (words) figures B02 1 Trench Excavation Safe y Systems Schedule B aG Lump Sum $ t LV-$ l 1-5-41,6- � yo per Lump Sum (words) figures B03 1 Construction Surveying Staking, and As-Builts Sched B 1 v0 OO Lump Sum $ r "-O- w per Lump Sum (words) figures B04 1 Traffic Control Ja,hedule B cA ++ Q� Lump Sum $ t h `�o S ~OUO� 1 r. per Lump Sum (words) figures B05 1iporary E lion/Se ZZn tation Controls Schedule B 3.. Lump Sum $\V,,ref�, `� 'S30c- 3 0co per Lump Sum (words) figures B06 165 Fur ish nd Install 12" Ductile Iron Storm Pipe - 0p Q be w Linear Foot $ � k tco — per Linear Mot (words) figures + B07 320 Furnisb and Install 8" Ductile Iron Storm Pipe Linear Foot $�► �� `Y� per Linear TVoot (words) figures w B08 362 Furnish and Install 12" CPEP Pipe o V Linear Foot $ PC,�v– � �0 (� per Linear Fo t (words) figures B09 544 TV Inspection of for Sewers OG Linear Foot $O_ /t o c ' per Linear Foot (words) figures B10 9 Furnish and Install pe 2 Cat h Basil Gr) © 6� Each $=W s?•1v�� � (� oo per Each (words) figures B11 1 Finish arld Install Type 1 L Cptch asin i a Each $ ova —?, � u✓� r per Each (words) figures B12 18 Fur ' hand Inst I Concret t ° o- t Cr 0, Each $ 1z,,n �Q per Ea 6h (words) figures w Page B-1 W CITY OF RENTON PUBLIC WORKS DEPARTMENT SCHEDULE OF PRICES CENTRAL BUSINESS DISTRICT UTILITY REPLACEMENT Schedule B "w (State Sales Tax Rule 171 Applies to Schedule B) (Note: Unit prices for all items, all ext ntions,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. B13 7 Plu Existin Pipe v_, G 0 Each $ cry o ��Un� �!� LJ per Each (words) figures s B14 2 Connect New 12" Storm t Existing Manhole Oc� DO Each p re Each (words) figures .r B15 6 �nnec Existin( Stor Pip a to New Type 2 Catch Basin o Each $ hum I I - .. per Each (words) figures B16 3 Pot le ove Existi �g Uy erground Telecom 00 o_a Each $ �y��� DD' a� ~ per Each (words) figures B17 1 Pothole and Relocate)dl*nown Utilitltirougb, Storm Line o0 oG .. Lump Sum $���`'l�Cl� per Lump Sum (words) figures B18 1 Pothole E fisting,9torm M in at Sta 16+21 a� vG .. Lump Sum $ 1(..� � jny�_ -� �C�6— per Lump Su (words) figures vw B19 40 Remov nd Replacement of Unsuitable Foundation o° Ton $ j 15U per Ton (words) figures ..r B20 390 Select ported Trench Backfill Ton $ �t � ` O per Ton (words) figures B21 740 Asphalt CI ss 'B' P h Inc. CSTC �' j a��G�CW Square Yard ;.�� l per Square Yar words) figures B22 130 Rem v and Reqlpce Sidewalk & Driveway Square Yard $1 �k 'W per Square Yard (words) figures B23 145 Remove a d Replace Curb & Gutter ou Z ad Linear Foot $ �r Jv J�U _ per Linear Fo (words) figures B24 1 Install Sidewalk Curb Ram 11000 ov UGG- Each $Q�.�,�_ � per Each (words) figures Page B-2 CITY OF RENTON PUBLIC WORKS DEPARTMENT SCHEDULE OF PRICES CENTRAL BUSINESS DISTRICT UTILITY REPLACEMENT Schedule B (State Sales Tax Rule 171 Applies to Schedule B) (Note: Unit prices for all items,all extentions,and total amount of bid must be shown. Show unit prices in both words and figures and where conflictconflict occurs the written or typed words shall prevail.) 4W ITEM APP OX. ITEM WITI I UNIT PRICED BID UNIT PRICE AMOUNT NO. QUANTITY (Unit Prices to be Written in Words) Dollars Cts. Dollars Cts. aG wr Total Schedule B '�i 2 _ r Total Schedule A 3 3 3 G° Total Schedule B ' Total All Schedules .r NOTE: The bidder shall bid on all bid items of all bid schedules set forth in the bid forms to be aw considered responsive for award. The total price of all schedules will be used to determine the successful low responsive bidder. 4W i i i AW -W i Page B-3 FROM : FAX NO. 4254326599 May. 12 2005 06:29AM P1 FROM FAX NO. 4254326695 Illy. 10 2005 11:12AI°I P? ,CS OF INCORPORATION Pursuant to RCW 236,02.020 of the Washington Business Corporation Act, the"undersigned do(es) hereby submit these Articles of Incorporation for the purpose of forming a business corporation, 1. The name of the corporation is: -I• iEP—t LO N LM�2- (Note: The corporate name shown alaovo naval con,E.In the word^cnr yr or3L'ak�""lncorporzitd,""cornpany,"4r"limited,` or the abbrevlation*Corp.'"Inc,"'"eo,`or'Ita") 2. The number of shares the corporation is a0horized to issue: I 2a. These shares shall be (check only one box) t vj all of one class, designated as common stock ( divided into classes or series within a class as provided in the attached schedule, with the information required by RCW 236.06.010. 3. The name of the initial registered agent is: , 2,L N. . 5,0 US rf- (Note; The registered agent,appointed above,must reside In the State of Washington and sign the consent to appolrtimem as registered agent at the bottom of the page.) 4. The initial registered office of the corporation, which address is identical to the business office of the registered agent in Washington, is: Number and Street Z:3 �)E City iUl A P L 6 V FC,�, 4 ,WA Zip Code I`v-oa z 4a, (Optional)The post office box address, located in the same city as the Washington registered office address, which may be used for mailing purposes only, is: PO Box# City , WA -p Code (Notat include city and zip code above.) CONSENT TO APPOINTMENT AS REGISTERED AGENT (NOTI'= Must be compint.d and nlgned by the portion shown ae reglatered agent on line 3.) i, ij�-ag fZ k,t . � u s t F (� , hereby consent to serve as Registered Agent in the state of Washingt©n fdr the above narne corporation. I understcnd that as agent for the corporation, it will be my responsibility to accept Service of Process on behalf of the corporation; to forward license renewals and other mail to the corporation; and to immediately notify the Office of the Secretary of State in the event of my resignation or of any changes in the Registered Office address. (Signature of Registered Agent) (Print Manta and Title) A F `rte��� (Doty) Raga i Qf 2 sst 4(R 8/941 FROM FAX NO. : 4254326698 May. 12 2005 09:31AM P3 CORPORATE RESOLUTION .. Americon, Inc. The undersigned Secretary of Americon, .Inc,, a corporation duly organized and existing under the laws of the State of Washington hereby certifies that: „Y,,,_ at a meeting of the Board of Directors of the comp=y duly called and held at 23020 SE 272` Street, in the City of Maple Valley, State of Washington on April 6th, of 2005.At which meeting a quorum was continuously present; .. __ pursuant to a unanimous written consent of all inernbers of the Boyd of Directors; the following resolution(s)were adopted: i Judith Sherbon is hereby aDpointcd Vice President of Contract Procurement 1, ___ De arais-Soushek , Secretary of Americon, Inc., a Washington corporation, do hereby certify that the resolution appear' abovc is a full, true and correct copy of a resolution of the Board of Directors of said corporation duly and regularly passed and adopted at a meeting of the Board of Directors.of said corporation which was duly and regularly called and held in ail respects as required by law and by the by-laws of said corporation and that the signatures appearing on this resolution are the genuine signahires of the persons mentioned in said •• resolution and authorized to act on behalf of said corporation as set forth in said resolution}. I fnarther certify that said resolution has not been amended or revoked and is still in fulf �. force and effect. IN t WITNESS WHEREOF,I have hereunto set my land this 6th day of Apria , 2005. r r Signed by: Ena DeMarais-Soushek, Corporate Secretary r FROM: FAX ND. : 4254326698 May. 12 2005 08:30gM P2 CORPORATE RESOLUTION Americon,Inc. The undersigned Chairman of the Board of Ainericon,Inc.,a corporation duly organized and exisaag under the laws of the State of WAshingtcn hereby certifies that: .2L at a meeting of the Board of Directors of the company duty called and held at 23020 SE 272nd Street,in the City of Maple Valley,State of washlogwn on January 17th of 1M.At which meeting a quonun was continuously present; _pursuant to a unanimous written consent of all mombers of the Board of Directors; the following resolutions)were adopted: Earl M.Stnlahek is hereby appointed President of the corporation 1, Earl M eoushek Chairman of the Board of Amencon,Inc.,a Washington corporation,do hereby certity that the resolution appearing above is a full,tole and correct copy of a resolution of the Board of Directors of said corporation duly and regularly passed and adopted at a meeting of the Board of Directors of said corporation which was drily and regularly called and held in all respects as required by law and by the by-laws of said corporation and that the signatures appearing on this resolution are the genuine signatures of the persons mentioned in said resolution and authorized to au on behalf of said corporation as set forth in said resolution. 1 further certify that said resolution has not been amended or revoked and is still in full force and cffm.t. IN WITNESS WHEREOF,I have hereunto set my hand this 17th day of_j3Eaury.. 1996. p Signed by.Earl M.Sousbek FROM: F0.%NO. :4254326698 May. le 2005 11:127" P2 -CORPORATE RESOLUTION— American,Inc. The undersigned President of.4 nericon,Inc.,a corporation duly organized and existing under the laws of the State of Washington hereby certifies that: -�L at a meeting oftha Board of Directors ofthe company duty called and held at 23020 SE 272'Street,in the City of Maple Valley,State of Washington on July 1st of 2002. At which meeting a quorum was continuously present, ptusastrt to a unanimous written consent of all mambers of the Board of Directors; the following resolutions were adopted,are now In full force and effect,and have not beeo modified or rescinded in any manner: Ena DeMamis-Sousek is hereby a000itted Vice President of Ooeratiow and comorate Sectgtan L Earl M.Soushek.President of American,Inc.,a Washington corporation,do hereby certify that the resolutiou Appearing above is a full,true and correct copy of a resolution of the Board of Directors of said corporation duly and regularly passed and adopted at a mating of the Board of Directors of said corporation which was duly,and roam),called and held in all ' respects As required bylaw and by the by-laws of said corporation on the 1_day of July. 2002 and that the signatures appearing on the above-mentoned copy of said resolutions are the genuine signatures of the persons mentioned in said resolution and authorized to act on behalf of said corporation as set forth in said resolution. ' I further certify that said resolution has not been amended or revoked and is still in full force and effect IN WM4ESS WHEREOF,I have hereunto set my hand as President this 1^ day of Isis—.tmt ' Dared this`/"day of JNY "Lc ® ,v , N-1 as V,, ha.pn 14-1 FROM FAX NO. 4254326698 May. 12 2005 08:31AM P4 it it a ,L(y�,�y•���� 7 ,5 1 -� •� �� '2•� •• •V'1. 7, Em i oP� ,• -�i- ��'' "f'�'.� •:mot. � - ,,{ • .;�`•r:� as , 4 1 1 YI VY V ra};r4 R Ll: '( o � a• a' 't!i•.L'L4� ••,' + LJ,I d, r ;UJ LU IV tzl ul p •.n..w;i}•.�.� �Q,�'_i'� ii' •~. ail: --i7iy�.t 3'� a..'i" �,•r�•"-. ell .7 Viz } FROM FAX NO. 4254326698 May. 12 2005 03:32AN P5 a C Y .'Q N �,0 .ES�0tiCENS E. 2005 .. ... _ � �pr}1 cS11�h'°:-�•9City of ' ' .��x•. . ;I.tBS;r�t�de�,. I fbr y/25i200' 2 . 272 ? Renton bueiir)ess license in a;cordance with the 230..0�E fyD ST provisions of Title V, Business Regulations Chapter-1,Code of General Ordinances of the City OfRenten and.agrees to comply with all the regWemerits of said ordinance, Licensee shall ar furth.4r comply,with and..all other City Code Ordinances.,State Laws and Regulations AMEfZICAN INC applicable to the business zctivity licensed Post this Uoanse at place of business. ..DBA TAB ENTIRRPRISES 23020 SE 272NA S1 MAPLE VALLEY WA 9808: City of Renton Licensing Division 1055 South Grady Way Renton,WA gBOSS (425)430-6851 tr rrr rrr r rr rr ar ar BOND TO THE CITY OF RENTON Bond No. 3 740 608 KNOW ALL MEN BY THESE PRESENTS: That we,the undersigned Americon, Inc. dba:TAB Enterprises 23020 S E 272"' Street Maple Valley WA 98038 as principal, and Ohio Casualty Insurance Company _ corporation organized and existing under the laws of the State of Ohio 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 $709,109.50_for the payment of which sum on demand we bind ourselves and our successors, heirs, administrators or person representatives, as the case may be. This obligation is entered into in pursuance of the statutes of the State of Washington, the Ordinance of the City of Renton. �� Dated at ,Washington,this _ Jc —day of ,200_. Nevertheless, the conditions of the above obligation are such that: WHEREAS, under and pursuant to Public Works Construction Contract CAG-05-031 providing for construction of Central Business District Utility Replacement Project. (project name) the principal is required to furnish a bond for the faithful performance of the contract; and WHEREAS, the principal has accepted, or is about to accept, the contract, and undertake to perform the work therein provided for in the manner and within the time set forth; NOW, THEREFORE, if the principal shall faithfully perform all of the provisions of said contract in the manner 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. Americon, Inc. dba: TAB Enterprises Ohio Casualty Insurance Company Principal Surety - �'� 6" Signature fgnature Judith C. Kaiser-Smith Attorney-in-Fact Title Title ' CERTIFIED COPY OF POWQR OF ATTORNEY THE OHIO CASUALTY INSURANCE COMPANY WEST AMERICAN INSURANCE COMPANY No.38-131 Know All Men by These Presents: That THE OHIO CASUALTY INSURANCE COMPANY,an Ohio Corporation,and WEST AMERICAN INSURANCE COMPANY,an Indiana Corporation,pursuant to the authority granted by Article III,Section 9 of the Code of Regulations and By-Laws of The Ohio Casualty Insurance Company and West American Insurance Company,do hereby nominate,constitute and appoint:Walter W.Wolf,James E.Majeskey,Judith A. Rapp,Judith C.Kaiser-Smith,Jo Ann Mikkelsen or Tammy Jackson of Spokane,Washington its true and lawful agent(s)and attorney(s)-in-fact,to make, execute,seal and deliver for and on its behalf as surety,and as its act and deed any and all BONDS,UNDERTAKINGS,and RECOGNIZANCES,not exceeding in any single instance FOUR MILLION($4,000,000.00)DOLLARS,excluding,however,any bond(s)or undertaking(s)guaranteeing the payment of notes and interest thereon And the execution of such bonds or undertakings in pursuance of these presents,shall be as binding upon said Companies,as fully and amply,to all intents and purposes,as if they had been duly executed and acknowledged by the regularly elected officers of the Companies at their administrative offices in Fairfield,Ohio,in their own proper persons. The authority granted hereunder supersedes any previous authority heretofore granted the above named attomey(s)-in-fact. In WITNESS WHEREOF,the undersigned officer of the said The Ohio Casualty Insurance Company and West American Insurance Company has hereunto subscribed his name and affixed the Corporate Seal of each Company this 9th day of February,2005. t•/INBy NeU SEAL ij SEAL '� Sam Lawrence,Assistant Secretary STATE OF OHIO, W COUNTY OF BUTLER On this 9th day of February,2005 before the subscriber,a Notary Public of the State of Ohio,in and for the County of Butler,duly commissioned and qualified,came Sam Lawrence,Assistant Secretary of THE OHIO CASUALTY INSURANCE COMPANY and WEST AMERICAN INSURANCE COMPANY,to me personally / known to be the individual and officer described in,and who executed the preceding instrument,and he acknowledged the execution of the same,and being by me duly sworn deposes and says that he is the officer of the Companies aforesaid,and that the seals affixed to the preceding instrument are the Corporate Seals of said Companies,and the said Corporate Seals and his signature as officer were duly affixed and subscribed to the said instrument by the authority and direction of the said Corporations. IN TESTIMONY WHEREOF,I have hereunto set my hand and affixed my Official Seal at the City of Hamilton,State of OOhii`o',the day and year first above written. Notary Public in and for County of Butler,State of Ohio My Commission expires August 6,2007. This power of attorney is granted under and by authority of Article III,Section 9 of the Code of Regulations and By-Laws of The Ohio Casualty Insurance Company and West American Insurance Company,extracts from which read: Article III,Section 9. Appointment of Attorneys-in-Fact. The Chairman of the Board,the President,any Vice-President,the Secretary or any Assistant Secretary of the corporation shall be and is hereby vested with full power and authority to appoint attomeys-in-fact for the purpose of signing the name of the corporation as surety to,and to execute,attach the seal of the corporation to,acknowledge and deliver any and all bonds,recognizances,stipulations,undertakings or other instruments of suretyship and policies of insurance to be given in favor of any individual,firm,corporation,partnership,limited liability company or other entity, or the official representative thereof,or to any county or state,or any official board or boards of any county or state,or the United States of America or any agency thereof,or to any other political subdivision thereof This instrument is signed and sealed as authorized by the following resolution adopted by the Boards of Directors of the Companies on October 21,2004: RESOLVED,That the signature of any officer of the Company authorized under Article III,Section 9 of its Code of Regulations and By-laws and the Company seal may be affixed by facsimile to any power of attorney or copy thereof issued on behalf of the Company to make,execute,seal and deliver for and on its behalf as surety any and all bonds,undertakings or other written obligations in the nature thereof;to prescribe their respective duties and the respective limits of their W authority;and to revoke any such appointment. Such signatures and seal are hereby adopted by the Company as original signatures and seal and shall,with respect to any bond,undertaking or other written obligations in the nature thereof to which it is attached,be valid and binding upon the Company with the same force and effect as though manually affixed. CERTIFICATE ifs I,the undersigned Assistant Secretary of The Ohio Casualty Insurance Company and West American Insurance Company,do hereby certify that the foregoing power of attorney,the referenced By-Laws of the Companies and the above resolution of their Boards of Directors are true and correct copies and are in full force and effect on this date. IN WITNESS WHEREOF,I have hereunto set my hand and the seals of the Companies this day of 2005 o:• SEAL �°� ,�`. SEAL '� i��%��/�s" �,�Ii���7+��E�'�� Assistant Secretary **Y �0,�Is CITY OF RENTON FAIR PRACTICES POLICY AFFIDAVIT OF COMPLIANCE i ,Ammo—at-.1 , We . m2et: 7t+8 hereby confirms and declares that aw (Name of contractor/subcontractor/consultant) I. It is the policy of �Ailr?2 C.e�l��, (��' _ to offer equal (Name of contractor/subcontractor/consultant) opportunity to all qualified employees and applicants for employment without regard to the race, creed, color, sex,national origin, age, disability or veteran status. �J II. .1`�m _:�, q,.j, l j toe > complies with all applicable (Name of contractor/subcontractor/consultant) federal, state and local laws governing non-discrimination in employment. II. When applicable, 4k-r,4 , Le will seek out and (Name of contractor/subcontractor/consultant) negotiate with minority and women contractors for the award of subcontracts. CA-r--L 14 - 5ovte,- k_ Print Agent/Representative's Name �.zr:-mil DE-)�.i-- Print Agent/Representative's Title .1. - .L/ Agent/Representative's Signature Z5/z e_)5 Date Signed Instructions: This document MUST be completed by each contractor, subcontractor and consultant. Include or attach this document(s)with the contract. i `r CONTRACTS OTHER THAN FEDERAL-AID FHWA THIS AGREEMENT, made and entered into this 44k day of 200 by and between THE CITY OF RENTON, Washington, a municipal corporation of the State of Washington, hereinafter referred to as "CITY" and Americon Inc., dba TAB Enterprises, hereinafter referred to as "CONTRACTOR." WITNESSETH: 1) The Contractor shall within the time stipulated, (to-wit: within 90 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 No 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-05-031) for r improvement by construction and installation of the: Central Business District Utility Replacement Proiect. r 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 r 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 to 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. The Consultant agrees to use recycled materials whenever to practicable. 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 so No to 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 iv 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 OW 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 No of the project and useful therein. 4) The foregoing provisions are in addition to and not in limitation of any other rights or remedies OW available to the City. 5) Contractor agrees and covenants to hold and save the City, its officers, agents, representatives and employees harmless and to promptly indemnify same from and against any and all claims, actions, damages, liability of every type and nature including all costs and legal expenses incurred by reason of any work arising under or in connection with the Contract to be performed hereunder, including loss of life, personal injury and/or damage to property arising from or out of any occurrence, omission or activity upon, on or about the premises worked upon or in any way relating to this Contract. This hold harmless and indemnification provision shall likewise apply for or on account of any patented or unpatented invention, process, article or appliance • manufactured for use in the performance of the Contract, including its use by the City, unless otherwise specifically provided for in this Contract. ■. In the event the City shall,without fault on its part,be made a party to any litigation commenced by or against Contractor, then Contractor shall proceed and hold the City harmless and he shall pay all costs, expenses and reasonable attorney's fees incurred or paid by the City in connection r. with such litigation. Futhermore, 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. +r. 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. OW to 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 VW 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 90 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, ,r fault or breach at the sole cost and expense of Contractor. The Contractor agrees the above one year limitation shall not exclude or diminish the City's rights under any law to obtain damages and recover costs resulting from defective and unauthorized work discovered after one year but prior to the expiration of the legal time period set forth in RCW 4.16.040 limiting actions upon a contract in writing, or liability expressed or implied arising out of a written agreement. 9) The Contractor and each subcontractor, if any, shall submit to the City such schedules of quantities and costs, progress schedules, payrolls, reports, estimates, records and miscellaneous data pertaining to the Contract as may be requested by the City from time to time. 10) The Contractor shall furnish a surety bond or bonds as security for the faithful performance of .. the Contract, including the payment of all persons and firms performing labor on the construction project under this Contract or furnishing materials in connection with this Contract; said bond to be in the full amount of the Contract price as specified in Paragraph 12. The surety or sureties on such bond or bonds must be duly licensed as a surety in the State of Washington. aw r iW 11) The Contractor shall verify, when submitting first payment invoice and annually thereafter, possession of a current City of Renton business license while conducting work for the City. The Contractor shall require, and provide verification upon request, that all subcontractors participating in a City project possess a current City of Renton business license. The Contractor shall provide, and obtain City approval of, a traffic control plan prior to conducting work in City right-of-way. 12) The total amount of this contract is the sum of $709 109.50 num ers .. Seven Hundred Nine Thousand One Hundred Nine and 50/100 Dollars written wor s which includes Washington State Sales Tax. Payments will be made to Contractor as specified in the "Special Provisions" of this Contract. IN WITNESS WHEREOF, the City has caused these presents to be signed by its Mayor and attested by its City Clerk and the Contractor has hereunto set his hand and seal the day and year first above- written. CONTRACTOR CITY OF RENTON aw It! 4�fi. , 0",__ President/Partner/Owner Mayor,/Kathy Keolker—Wheeler ATTEST Secretary ENA Michele Neumann, Deputy City Clerk dba AMC--Pj0oj Firm Name check one r ❑ Individual ❑ Partnership �-Corporation Incorporated in 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. dw 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. i From $ gg ja0.g4 4252-1310254307241 HUMBLLatA%�MO 2 :19 PM PAGE 01/V102/002 ACpF_pM CERTIFICATE OF LIABILITY INSURANCE DATE(MMIOD(YYYY) IT 05/18/ZOOS PRODUCPR (425)226-8221 FAX (425)255-934-2-1 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION Humble & Davenport Xn5 Brokers Inc ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE PO Box 1]50 HOLDER.THIS CERTIFICATE DOES NOT AMEND,EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. 3500 Maple Valley Hwy Renton, WA 98057 INSURERS AFFORDING COVERAGE NAIC 4 INSURED Tab Enterprises INSURERA: St Paul Surplus Lines (A+15) DBA: Americon Inc. dba INSURERS: Progressive (A+15) 23020 SE 272nd INSURERC North American Capacity (A+15) Maple Valley, WA 98038 IN9URERD. INSURER E: COVERAGES THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED.NOTWITHSTANDING ANY REQUIREMENT,TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT 70 WHICH THIS CERTIFICATE MAY BE ISSUED OR 7 MAY PERTAIN,THE INSURANCE AFFORDED BYTHE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS,EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.AGGREGATE LIMITS SHOWN MAY HAVE BEEN REDUCED 8Y PAID CLAIMS, ALT R S TYPE OF INSURANCE POLICY NUMBER LT EFFECTIVE EXPIRATION LIMITS LTR AS—RE DATE MMIDDfYY PATE MM/DDIYY GENERAL LIABILITY SFOSSZS002 10/31/2004 10/31/2005 EACHOCCURRENCE s 1,000,000, 7 -X COMMERCIAL DF,TyERAL LIABLITY b 100 00� ES Es occeren $ r CLAIMS MACE a OCCUR MED EXP(Any one peson) $ _ 5]OD A X WA Stop Gap PERSONAL d ADV INJURY $ 1,000,00 T GENERAL AGGREGATE $ 2,OOQ GENL AGGREGATE LIMIT APPLIES PER: PRODUCTS•COMPIOP AGG $ z 000 POLICY X SECT LOC AUTOMOBILE LIAB)LITY 1 COMBINED SINGLE LIMIT $ ANYAUTO (Eascudent) 11000 DQ ALL OWNED AUTOS BODILY INJURY S R X SCHEDULED AUTOS Tsr person) .. HIRED AUTOS 015430163 03/10/2005 03/10/2006 BDDIL—INJURY NON-OWNED AUTOS (POr accident) S PROPERTY DAMAGE S (Per accident) GARAGE LIABILITY AUTO ONLY•EA ACCIDENT t ANY AUTO OTHER THAN GA ACC S AUTO ONLY: AGG S EXCESS/UMBRELLA LIABILITY EACH OCCURRENCE 1,0 00,OO X OCCUR FI CLAIMS MADE AGGREGATE S 1,000100C C DO-X-0000383-00 10/31/2004 10/31/2005 HDEDUCTIBLE $ X RETENTION $ 10,00 3 WORKERS COMPENSATION AND _ EMPLOYERS'LIABILITY TORY LIMITS ER ANY PROPRIETORIPARTNERIEXECUTIVE E.L.EACH ACCIDENT S OFFICERIMEMBER EXCLUDED? If yo,describe undgr E.L DISEASE-EA EMPLOYE $ SPECIAL PROVISIONS betow OTHER EL,OI6EASE•POLICY LIMIT S i 'IESCRIPTION OF OPERATIONS I LOCATIONS I VEHICLES I EXCLUSIONS ADDED BY ENDORSEMENT!SPECIAL PROVISIONS ity of Renton is Additional Insured, Prinaary# per V0056 attached. Per Project Aggregate applies per -orm #CG 2503, Waiver of Subrogation applies per Form #CG 2404 CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE E MIIRATION DATE THLREOF,THE ISSUING INSURER WILL ENDEAVOR TO MAIL City of Renton _M DAYS WRITTEN NOTICE TO THE CERTIFICATE!HOLDER NAMED TO THE LEFT, Human Resources A Risk Mangenlent Dept BUT FAILURE TO MAIL SUCH NOTICE SHALL IMPOSE NO OBLIGATION OR LIABILITY 1055 South Grady Way OFANY ND UPON THE INSURER,ITS AGENTS OR REPRESENTATIVES. Renton, WA 98055 AUTxo REPRESS A VE CORD 25(2001/08) FAX: (425)430,6516 ©ACOtaD CORPORATION 19$8 05/17/2005 14:27 4252559342 HUMBLE DAVENPORT INS PAGE 02/05 ADDITIONAL PROTECTED PERSONS ENDORSEMENT - PERSONS OR ORGANIZATIONS REQUIRED BY WRITTEN CONTRACT FOR INSURANCE This endorsement changes your Commercial �• General Liability Protection. How Coverage is Changed But a person or organization who's an aw sirGfiiteCi, 611gineer, or surveyor that you There are two changes explained below: agree In a written contract for insurance to add as an additional protected person 1. The following is added to the Who Is under this agreement is not a protected Protected Under This Agreement section. person for bodily Injury, property .i. This change adds certain protected damage, or personal injury.resulting from persons and limits their protection. the performance of or failure to perform architect, engineer, or surveyor Additional protected persons when required professional services. by 3 written contract for insurance. Any person or organization that you agree in Mitten contract for insurance means a written contract for insurance to add that part of any written contract or as an additional protected person under agreement in which you agree to add a this agreement is a protected person. person or organization as an additional But only for covered bodily injury and protected person under this agreement property damage that results from your that: work for that person or organization. r was made before; and Any person.or organization that you. • is In effect when; _.. _...a.gree_in_a.1vr.Itten__t~antract...f_or__.Insurance........-._.the bodily injury 'or property damage . to add as an additional protected person haPp�ns.-or �he'persanaf Injury Offense is •• under this agreement Is also a protected committed. Person for the following if that written contract for insurance specifically Additional protected parson may also be requires such coverage for that-person or called an additional Insured in the written organization: contract for Insurance. • covered bodily Injury or property damage that results from your We explain what we: completed work for that person or • mean by your work and your .. organization; or completed work in the Products and • covered personal injury that results completed work total limit section; and from your business activities for that • consider architect, engineer, or person or organization. surveyor professlonal services to include in the Contract liability However, any person or organization that exclusion. you agree in a written contract for insurance to add as an additional 2. The following Is added to the Other aw protected person under this agreement is primary or excess insurance part of the a protected person only for the lesser Other Insurance section. This change of. limits Coverage. • the limits of coverage required by that .. written contract for insurance; or We'll also apply this agreement as • the limits a#,coverage available for excess insurance over the part or parts this agreement. of any primary or excess other insurance which provides protection for any person ... or organization that you agree in a V0056 Ed. 8-00 Printed in U.S.A. Endorsement .. ®St.Paul Eire and Marino Insurance Co. 2000 All Rights Reserved Page 1 of 2 05/17/2005 14:27 4252559342 HUMBLE DAVENPORT INS PAGE 03/05 T^Stpkul written contract for insurance to add as endorsement that are incurred by that �- an additional protected person under this person or organization, and we won't r agreement. share those damages with such other Insurance. However, if you specifically agree in that written contract for insurance that this Other Terms insurance must be primary to and non- contributory with other insurance issued All other terms of your policy remain the directly to that person or organization, same. we'll apply this agreement as primary .. insurance for dam5g0e cove�Od by this i i s ' wi r r V0656 Ed. 8-00 Printed in U.S.A. '� page 2 of 2. OSt.Paul Fire and Marine insurance Co. 2000 All Rights Deserved 05/17/2005 14:27 4252559342 HUMBLE DAVENPORT INS PAGE 04/05 i POLICY NUMBER: SF05525002 COMMERCIAL GENERAL LIABILITY CG 25 03 11 35 aw THIS ENDORSEMENT CIIANGES TILE POLICY,PLEASE READ IT CAREFULLY. AMENDMENT- AGGREGATE LIMITS OF INSURANCE (PER PROJECT) This endorsement modifies insurance provided under the following: �. COMMERCIAL GENERAL LIABILITY COVERAGE PART The General Aggregate Limit wilder LIMITS OF INSURANCE(SECTION III) applies separately to each of yor projects away from premises owned by or rented to you. i i i CG 25 03 11 $5 Copyright lnsurmcc Services Office,lno.,1984 05/17/2005 14:27 4252559342 HUMBLE DAVENPORT INS PAGE 05/05 POLICY NUMBER: SP05525002 COMMERCIAL GENERAL LIARTLITY" CG 24 04 10 93 THIS ENDORSEMENT CHANGES THE POLICY,PLEASE READ IT CARFM.,LY. WAIVER OF TRANSFER OF RIGH'T'S OF RECOVERY AGAINST OTHERS TO US This endorsement modifies insurance provided under the following: r CONIMERCIAL GENERAL LIABILITY COVERAGE PART. SCHEDULE Name of Person or Organization: (If no entry appears above,the information required to complete this endorsement will be shown in the Declarations as applicable to this endorsement.) The TRANSFER OF RIGTITS OF RECOVERY AGAINST OTHERS TO US Condition(Section IV— COMMERCIAL GENERAL L TABILITY 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 operations or "your work"done under a contract with that person or organization and included in the "products-completed operations hazard". This waiver r applies only to the person or organization shown in the Schedule above. Named Insured: TAR Enterprises .� CG 24 04 10 93 Copyright,Insurance Services Offiec,Inc., 1992 PREVAILING MINIMUM HOURLY WAGE RATES State of Washington DEPARTMENT OF LABOR AND INDUSTRIES Prevailing Wage Section-Telephone(360)902-5335 PO Box 44540,Olympia,WA 98504-4540 Washington State Prevailing Wage Rates For Public Works Contracts The PREVAILING WAGES listed here include both the hourly wage rate and the hourly rate of fringe benefits. On public works projects,workers'wage and benefit rates must add to not less than this total. A brief description of overtime calculation requirements is provided on the Benefit Code Key. KING COUNTY Effective 03-03-05 ***************************************************************************************************************** (See Benefit Code Key) Over PREVAILING Time Holiday Note Classification WAGE Code Code Code ASBESTOS ABATEMENT WORKERS JOURNEY LEVEL $32.61 1N 5D BOILERMAKERS JOURNEY LEVEL $33.32 1 BRICK AND MARBLE MASONS JOURNEY LEVEL $39.87 1M 5A CABINET MAKERS(IN SHOP) JOURNEY LEVEL $16.67 1 CARPENTERS ACOUSTICAL WORKER $39.11 1M 5D BRIDGE, DOCK AND WARF CARPENTERS $38.95 1M 5D CARPENTER $38.95 1M 5D CREOSOTED MATERIAL $39.05 1M 5D DRYWALL APPLICATOR $39.63 1M 5D FLOOR FINISHER $39.08 1M 5D FLOOR LAYER $39.08 1M 5D FLOOR SANDER $39.08 1M 5D MILLWRIGHT AND MACHINE ERECTORS $39.95 1M 5D PILEDRIVERS,DRIVING,PULLING,PLACING COLLARS AND WELDING $39.15 1M 5D SAWFILER $39.08 1M 5D SHINGLER $39.08 1 M 5D STATIONARY POWER SAW OPERATOR $39.08 1M 5D STATIONARY WOODWORKING TOOLS $39.08 1M 5D CEMENT MASONS JOURNEY LEVEL $40.01 1 M 5D DIVERS&TENDERS DIVER $80.62 IM 5D 8A DIVER TENDER $41.72 1M 5D DREDGE WORKERS ASSISTANT ENGINEER $39.52 1B 5D 8L ASSISTANT MATE(DECKHAND) $38.76 1B 5D 8L BOATMEN $39.52 1B 5D 8L ENGINEER WELDER $39.57 1B 5D 8L LEVERMAN, HYDRAULIC $41.04 1B 51D 8L MAINTENANCE $38.76 1B 5D 8L MATES $39.52 1B 5D 8L OILER $39.16 1B 5D 8L DRYWALL TAPERS JOURNEY LEVEL $39.44 11 5B ELECTRICAL FIXTURE MAINTENANCE WORKERS JOURNEY LEVEL $18.69 1 Page 1 KING COUNTY Effective 03-03-05 (See Benefit Code Key) Over PREVAILING Time Holiday Note Classification WAGE Code Code Code ELECTRICIANS-INSIDE CABLE SPLICER $49.51 1D 6H CABLE SPLICER(TUNNEL) $53.31 1D 6H • CERTIFIED WELDER $47.79 1D 6H CERTIFIED WELDER(TUNNEL) $51.41 1D 6H CONSTRUCTION STOCK PERSON $24.33 1D 6H JOURNEY LEVEL $46.06 1D 6H ~ JOURNEY LEVEL(TUNNEL) $49.51 1D 6H ELECTRICIANS-MOTOR SHOP CRAFTSMAN $15.37 2A 6C JOURNEY LEVEL $14.69 2A 6C ELECTRICIANS-POWERLINE CONSTRUCTION CABLE SPLICER $50.84 4A 5A , CERTIFIED LINE WELDER $46.37 4A 5A GROUNDPERSON $33.64 4A 5A HEAD GROUNDPERSON $35.46 4A 5A HEAVY LINE EQUIPMENT OPERATOR $46.37 4A 5A ' JACKHAMMER OPERATOR $35.46 4A 5A JOURNEY LEVEL LINEPERSON $46.37 4A 5A LINE EQUIPMENT OPERATOR $39.50 4A 5A POLE SPRAYER $46.37 4A 5A POWDERPERSON $35.46 4A 5A ELECTRONIC&TELECOMMUNICATION TECHNICIANS JOURNEY LEVEL $12.07 1 ELEVATOR CONSTRUCTORS ' MECHANIC $52.27 4A 6Q MECHANIC IN CHARGE $57.41 4A 6Q FABRICATED PRECAST CONCRETE PRODUCTS ALL CLASSIFICATIONS $11.90 2K 6S FENCE ERECTORS FENCE ERECTOR $18.71 1 FENCE LABORER $12.77 FLAGGERS 1 JOURNEY LEVEL $27.93 1N 5D GLAZIERS JOURNEY LEVEL $39.96 2E 5G HEAT&FROST INSULATORS AND ASBESTOS WORKERS MECHANIC $41.93 1F 5E HEATING EQUIPMENT MECHANICS MECHANIC $33.65 1 HOD CARRIERS&MASON TENDERS JOURNEY LEVEL $33.09 1N 5D INDUSTRIAL ENGINE AND MACHINE MECHANICS MECHANIC $15.65 1 INDUSTRIAL POWER VACUUM CLEANER JOURNEY LEVEL $9.07 1 INLAND BOATMEN CAPTAIN $35.14 1K 5B COOK $30.11 1K 5B DECKHAND $29.09 1K 5B ENGINEER/DECKHAND $31.66 1K 513 MATE,LAUNCH OPERATOR $33.24 1K 5B Page 2 ar ob ab a. KING COUNTY Effective 03-03-05 (See Benefit Code Key) Over PREVAILING Time Holiday Note Classification WAGE Code Code Code INSPECTION/CLEANING/SEALING OF SEWER&WATER SYSTEMS BY REMOTE CONTROL CLEANER OPERATOR,FOAMER OPERATOR $9.73 1 GROUT TRUCK OPERATOR $11.48 1 HEAD OPERATOR $12.78 1 TECHNICIAN $7.35 1 TV TRUCK OPERATOR $10.53 1 INSULATION APPLICATORS JOURNEY LEVEL $38.95 1M 5D IRONWORKERS JOURNEY LEVEL $43.12 1B 5A LABORERS ASPHALT RAKER $33.09 IN 5D BALLAST REGULATOR MACHINE $32.61 IN 5D BATCH WEIGHMAN $27.93 IN 5D BRUSH CUTTER $32.61 IN 5D BRUSH HOG FEEDER $32.61 IN 5D BURNERS $32.61 IN 5D CARPENTER TENDER $32.61 IN 5D CASSION WORKER $33.45 IN 5D CEMENT DUMPERIPAVING $33.09 IN 5D CEMENT FINISHER TENDER $32.61 IN 5D CHANGE-HOUSE MAN OR DRY SHACKMAN $32.61 IN 5D CHIPPING GUN(OVER 30 LBS) $33.09 IN 5D CHIPPING GUN(UNDER 30 LBS) $32.61 IN 5D CHOKER SETTER $32.61 IN 5D CHUCKTENDER $32.61 IN 5D CLEAN-UP LABORER $32.61 IN 5D CONCRETE DUMPER/CHUTE OPERATOR $33.09 IN 5D CONCRETE FORM STRIPPER $32.61 IN 5D CONCRETE SAW OPERATOR $33.09 IN 5D CRUSHER FEEDER $27.93 IN 5D CURING LABORER $32.61 IN 5D DEMOLITION,WRECKING&MOVING(INCLUDING CHARRED $32.61 IN 5D DITCH DIGGER $32.61 IN 5D DIVER $33.45 IN 5D DRILL OPERATOR(HYDRAULIC,DIAMOND) $33.09 IN 5D DRILL OPERATOR,AIRTRAC $33.45 IN 5D DUMPMAN $32.61 IN 5D EPDXY TECHNICIAN $32.61 IN 5D EROSION CONTROL WORKER $32.61 IN 5D FALLER/BUCKER,CHAIN SAW $33.09 IN 5D FINAL DETAIL CLEANUP(i.e.,dusting,vacuuming,window cleaning;NOT $25.61 IN SD construction debris cleanup) FINE GRADERS $32.61 IN 5D FIRE WATCH $27.93 IN 5D FORM SETTER $32.61 IN 5D GABION BASKET BUILDER $32.61 1N 5D GENERAL LABORER $32.61 IN 5D GRADE CHECKER&TRANSIT PERSON $33.09 1 N 5D GRINDERS $32.61 1N 5D GROUT MACHINE TENDER $32.61 1N 5D Page 3 KING COUNTY Effective 03-03-05 , ***************************************************************************************************************** (See Benefit Code Key) , Over PREVAILING Time Holiday Note Classification WAGE Code Code Code GUARDRAIL ERECTOR $32.61 IN 5D ' HAZARDOUS WASTE WORKER LEVEL A $33.45 1N 5D HAZARDOUS WASTE WORKER LEVEL B $33.09 IN 5D HAZARDOUS WASTE WORKER LEVEL C $32.61 1N 5D HIGH SCALER $33.45 IN 5D HOD CARR I ER/MORTARMAN $33.09 IN 5D JACKHAMMER $33.09 IN 5D LASER BEAM OPERATOR $33.09 IN 5D MANHOLE BUILDER-MUDMAN $33.09 IN 5D MATERIAL YARDMAN $32.61 IN 5D MINER $33.45 1N 5D NOZZLEMAN,CONCRETE PUMP,GREEN CUTTER WHEN USING HIGH $33.09 IN 5D PRESSURE AIR&WATER ON CONCRETE&ROCK,SANDBLAST, , GUNITE,SHOTCRETE,WATER BLASTER PAVEMENT BREAKER $3109 1N 5D PILOT CAR $27.93 IN 5D PIPE POT TENDER $33.09 1N 5D PIPE RELINER(NOT INSERT TYPE) $33.09 IN 5D PIPELAYER&CAULKER $33.09 IN 5D PIPELAYER&CAULKER(LEAD) $33.45 IN 5D PIPEWRAPPER $33.09 IN 5D , POTTENDER $32.61 IN 5D POWDERMAN $33.45 IN 5D POWDERMAN HELPER $32.61 IN 5D POWERJACKS $33.09 IN 5D , RAILROAD SPIKE PULLER(POWER) $33.09 IN 5D RE-TIMBERMAN $33.45 IN 5D RIPRAP MAN $32.61 IN 5D , RODDER $33.09 IN 5D SCAFFOLD ERECTOR $32.61 IN 5D SCALE PERSON $32.61 IN 5D SIGNALMAN $32.61 IN 5D SLOPER(OVER 20") $33.09 1 N 5D SLOPER SPRAYMAN $32.61 IN 5D SPREADER(CLARY POWER OR SIMILAR TYPES) $33.09 1 N 5D SPREADER(CONCRETE) $33.09 1N 5D ' STAKE HOPPER $32.61 IN 5D STOCKPILER $32.61 IN 5D TAMPER&SIMILAR ELECTRIC,AIR&GAS $33.09 IN 5D TAMPER(MULTIPLE&SELF PROPELLED) $33.09 IN 5D TOOLROOM MAN (AT JOB SITE) $32.61 1 N 5D TOPPER-TAILER $32.61 IN 5D TRACK LABORER $32.61 IN 5D TRACK LINER(POWER) $33.09 IN 5D TRUCK SPOTTER $32.61 IN 5D TUGGER OPERATOR $33.09 IN 5D VIBRATING SCREED(AIR,GAS,OR ELECTRIC) $32.61 IN 5D VIBRATOR $33.09 IN 5D VINYL SEAMER $32.61 IN 5D WELDER $32.61 IN 5D WELL-POINT LABORER $33.09 1N 5D Page 4 KING COUNTY Effective 03-03-05 (See Benefit Code Key) Over PREVAILING Time Holiday Note Classification WAGE Code Code Code LABORERS-UNDERGROUND SEWER&WATER GENERAL LABORER $32.61 IN 5D PIPE LAYER $33.09 IN 5D LANDSCAPE CONSTRUCTION IRRIGATION OR LAWN SPRINKLER INSTALLERS $11.07 1 LANDSCAPE EQUIPMENT OPERATORS OR TRUCK DRIVERS $10.63 1 LANDSCAPING OR PLANTING LABORERS $8.42 1 LATHERS JOURNEY LEVEL $39.63 1M 5D MACHINISTS(HYDROELECTRIC SITE WORK) MACHINIST $0.00 1 METAL FABRICATION (IN SHOP) FITTER $15.86 1 LABORER $9.78 1 MACHINE OPERATOR $13.04 1 PAINTER $11.10 1 WELDER $15.48 1 MODULAR BUILDINGS CABINET ASSEMBLY $11.56 1 ELECTRICIAN $11.56 1 EQUIPMENT MAINTENANCE $11.56 1 PLUMBER $11.56 1 PRODUCTION WORKER $9.26 1 TOOL MAINTENANCE $11.56 1 UTILITY PERSON $11.56 1 WELDER $11.56 1 PAINTERS JOURNEY LEVEL $30.76 2B 5A PLASTERERS JOURNEY LEVEL $39.93 1R 5A PLAYGROUND&PARK EQUIPMENT INSTALLERS JOURNEY LEVEL $8.42 1 PLUMBERS&PIPEFITTERS JOURNEY LEVEL $51.01 1G 5A POWER EQUIPMENT OPERATORS ASSISTANT ENGINEERS $37.26 IT 5D 8L BACKHOE, EXCAVATOR,SHOVEL (3 YD&UNDER) $39.88 IT 5D 8L BACKHOE,EXCAVATOR,SHOVEL (OVER 3 YD&UNDER 6 YD) $40.34 IT 5D 8L BACKHOE,EXCAVATOR,SHOVEL(6 YD AND OVER WITH $40.86 IT 5D 8L BACKHOES, (75 HP&UNDER) $39.49 IT 5D 8L BACKHOES, (OVER 75 HP) $39.88 IT 5D 8L BARRIER MACHINE(ZIPPER) $39.88 IT 5D 8L BATCH PLANT OPERATOR,CONCRETE $39.88 IT 5D 8L BELT LOADERS(ELEVATING TYPE) $39.49 IT 5D 8L BOBCAT(SKID STEER) $37.26 IT 5D 8L BROOMS $37.26 IT 5D 8L BUMP CUTTER $39.88 IT 5D 8L CABLEWAYS $40.34 IT 5D 8L CHIPPER $39.88 IT 5D 8L COMPRESSORS $37.26 IT 5D 8L CONCRETE FINISH MACHINE-LASER SCREED $37.26 IT 5D 8L CONCRETE PUMPS $39.49 IT 5D 8L Page 5 KING COUNTY Effective 03-03-05 ***************************************************************************************************************** (See Benefit Code Key) Over PREVAILING Time Holiday Note r Classification WAGE Code Code Code CONCRETE PUMP-TRUCK MOUNT WITH BOOM ATTACHMENT $39.88 IT 5D 8L ' CONVEYORS $39.49 IT 5D 8L CRANES, THRU 19 TONS,WITH ATTACHMENTS $39.49 IT 5D 8L CRANES, 20-44 TONS,WITH ATTACHMENTS $39.88 IT 5D 8L CRANES, 45 TONS-99 TONS,UNDER 150 FT OF BOOM(INCLUDING $40.34 IT 5D 8L , JIB WITH ATACHMENTS) CRANES, 100 TONS-199 TONS,OR 150 FT OF BOOM(INCLUDING JIB $40.86 IT 5D 8L WITH ATTACHMENTS) CRANES,200 TONS TO 300 TONS,OR 250 FT OF BOOM(INCLUDING JIB $41.40 IT 5D 8L WITH ATTACHMENTS) , CRANES,A-FRAME, 10 TON AND UNDER $37.26 IT 5D 8L CRANES,A-FRAME,OVER 10 TON $39.49 IT 5D 8L CRANES,OVER 300 TONS,OR 300'OF BOOM INCLUDING JIB WITH $41.92 IT 5D 8L , ATTACHMENTS CRANES,OVERHEAD,BRIDGE TYPE(20-44 TONS) $39.88 IT 5D 8L CRANES,OVERHEAD,BRIDGE TYPE(45-99 TONS) $40.34 IT 5D 8L CRANES,OVERHEAD,BRIDGE TYPE(100 TONS&OVER) $40.86 IT 5D 8L CRANES,TOWER CRANE UP TO 175'IN HEIGHT,BASE TO BOOM $40.86 IT 5D 8L CRANES,TOWER CRANE OVER 175'IN HEIGHT,BASE TO BOOM $41.40 IT 5D 8L CRUSHERS $39.88 IT 5D 8L DECK ENGINEER/DECK WINCHES(POWER) $39.88 IT 5D 8L , DERRICK,BUILDING $40.34 IT 5D 8L DOZERS,D-9&UNDER $39.49 IT 5D 8L DRILL OILERS-AUGER TYPE,TRUCK OR CRANE MOUNT $39.49 IT 5D 8L DRILLING MACHINE $39.88 IT 5D 8L ELEVATOR AND MANLIFT,PERMANENT AND SHAFT-TYPE $37.26 IT 5D 8L EQUIPMENT SERVICE ENGINEER(OILER) $39.49 IT 5D 8L FINISHING MACHINE/BIDWELL GAMACO AND SIMILAR EQUIP $39.88 IT 5D 8L FORK LIFTS,(3000 LBS AND OVER) $39.49 IT 5D 8L FORK LIFTS,(UNDER 3000 LBS) $37.26 IT 5D 8L GRADE ENGINEER $39.49 IT 5D 8L GRADECHECKER AND STAKEMAN $37.26 IT 5D 8L GUARDRAIL PUNCH $39.88 IT 5D 8L HOISTS,OUTSIDE(ELEVATORS AND MANLIFTS),AIR TUGGERS $39.49 IT 5D 8L HORIZONTAUDIRECTIONAL DRILL LOCATOR $39.49 IT 5D 8L HORIZONTAUDIRECTIONAL DRILL OPERATOR $39.88 IT 5D 8L HYDRALIFTS/BOOM TRUCKS(10 TON&UNDER) $37.26 IT 5D 8L HYDRALIFTS/BOOM TRUCKS(OVER 10 TON) $39.49 IT 5D 8L LOADERS,OVERHEAD(6 YD UP TO 8 YD) $40.34 IT 5D 8L LOADERS,OVERHEAD(8 YD&OVER) $40.86 IT 5D 8L LOADERS,OVERHEAD(UNDER 6 YD),PLANT FEED $39.88 IT 5D 8L LOCOMOTIVES,ALL $39.88 IT 5D 8L MECHANICS,ALL $40.34 IT 5D 8L MIXERS,ASPHALT PLANT $39.88 IT 5D 8L MOTOR PATROL GRADER(FINISHING) $39.88 IT 5D 8L MOTOR PATROL GRADER(NON-FINISHING) $39.49 IT 5D 8L MUCKING MACHINE,MOLE,TUNNEL DRILL AND/OR SHIELD $40.34 IT 5D 8L OIL DISTRIBUTORS,BLOWER DISTRIBUTION AND MULCH SEEDING $37.26 IT 5D 8L OPERATOR PAVEMENT BREAKER $37.26 IT 5D 8L PILEDRIVER(OTHER THAN CRANE MOUNT) $39.88 IT 5D 8L PLANT OILER(ASPHALT,CRUSHER) $39.49 IT 5D 8L , POSTHOLE DIGGER,MECHANICAL $37.26 IT 5D 8L Page 6 1 KING COUNTY Effective 03-03-05 ***************************************************************************************************************** (See Benefit Code Key) Over PREVAILING Time Holiday Note Classification WAGE Code Code Code POWER PLANT $37.26 IT 5D 8L PUMPS,WATER $37.26 IT 5D 8L QUAD 9, D-10,AND HD-41 $40.34 IT 5D 8L REMOTE CONTROL OPERATOR ON RUBBER TIRED EARTH MOVING $40.34 IT 5D 8L EQUIP RIGGER AND BELLMAN $37.26 IT 5D 8L ROLLAGON $40.34 IT 5D 8L ROLLER,OTHER THAN PLANT ROAD MIX $37.26 IT 5D 8L ROLLERS,PLANTMIX OR MULTILIFT MATERIALS $39.49 IT 5D 8L ROTO-MILL,ROTO-GRINDER $39.88 IT 5D 8L SAWS,CONCRETE $39.49 IT 5D 8L SCRAPERS-SELF PROPELLED,HARD TAIL END DUMP,ARTICULATING $39.88 IT 5D 8L OFF-ROAD EQUIPMENT(UNDER 45 YD) SCRAPERS-SELF PROPELLED,HARD TAIL END DUMP,ARTICULATING $40.34 IT 5D 8L OFF-ROAD EQUIPMENT(45 YD AND OVER) SCRAPERS,CONCRETE AND CARRY ALL $39.49 IT 5D 8L SCREED MAN $39.88 IT 5D 8L SHOTCRETE GUNITE $37.26 IT 5D 8L SLIPFORM PAVERS $40.34 IT 5D 8L SPREADER,TOPSIDE OPERATOR-BLAW KNOX $39.88 IT 5D 8L SUBGRADE TRIMMER $39.88 IT 5D 8L TOWER BUCKET ELEVATORS $39.49 IT 5D 8L TRACTORS,(75 HP&UNDER) $39.49 IT 5D 8L TRACTORS,(OVER 75 HP) $39.88 IT 5D 8L TRANSFER MATERIAL SERVICE MACHINE $39.88 IT 5D 8L TRANSPORTERS,ALL TRACK OR TRUCK TYPE $40.34 IT 5D 8L TRENCHING MACHINES $39.49 IT 5D 8L TRUCK CRANE OILER/DRIVER(UNDER 100 TON) $39.49 IT 5D 8L TRUCK CRANE OILER/DRIVER(100 TON&OVER) $39.88 IT 5D 8L TRUCK MOUNT PORTABLE CONVEYER $39.88 IT 5D 8L WHEEL TRACTORS, FARMALL TYPE $37.26 IT 5D 8L YO YO PAY DOZER $39.88 IT 5D 8L POWER EQUIPMENT OPERATORS-UNDERGROUND SEWER& (SEE POWER EQUIPMENT OPERATORS) POWER LINE CLEARANCE TREE TRIMMERS JOURNEY LEVEL IN CHARGE $33.06 4A 5A SPRAY PERSON $31.34 4A 5A TREE EQUIPMENT OPERATOR $31.76 4A 5A TREE TRIMMER $29.48 4A 5A TREE TRIMMER GROUNDPERSON $21.94 4A 5A REFRIGERATION&AIR CONDITIONING MECHANICS MECHANIC $48.21 1G 5A RESIDENTIAL BRICK&MARBLE MASONS JOURNEY LEVEL $27.05 1 RESIDENTIAL CARPENTERS JOURNEY LEVEL $23.47 1 RESIDENTIAL CEMENT MASONS JOURNEY LEVEL $22.64 1 RESIDENTIAL DRYWALL TAPERS JOURNEY LEVEL $39.44 1J 5B RESIDENTIAL ELECTRICIANS JOURNEY LEVEL $26.24 1 Page 7 KING COUNTY Effective 03-03-05 (See Benefit Code Key) , Over PREVAILING Time Holiday Note Classification WAGE Code Code Code RESIDENTIAL GLAZIERS , JOURNEY LEVEL $26.84 2E 5G RESIDENTIAL INSULATION APPLICATORS JOURNEY LEVEL $17.60 1 RESIDENTIAL LABORERS JOURNEY LEVEL $18.12 1 , RESIDENTIAL PAINTERS JOURNEY LEVEL $18.36 1 RESIDENTIAL PLUMBERS&PIPEFITTERS JOURNEY LEVEL $22.95 1 , RESIDENTIAL REFRIGERATION &AIR CONDITIONING JOURNEY LEVEL $48.21 1G 5A RESIDENTIAL SHEET METAL WORKERS , JOURNEY LEVEL(FIELD OR SHOP) $19.48 1 RESIDENTIAL SOFT FLOOR LAYERS JOURNEY LEVEL $32.24 1B 5A RESIDENTIAL SPRINKLER FITTERS(FIRE PROTECTION) JOURNEY LEVEL $26.76 1B 5C RESIDENTIAL TERRAZZO/TILE FINISHERS JOURNEY LEVEL $26.30 1 RESIDENTIAL TERRAZZO/TILE SETTERS JOURNEY LEVEL $37.03 1H 5A ' ROOFERS JOURNEY LEVEL $35.53 1R 5A USING IRRITABLE BITUMINOUS MATERIALS $38.53 1R 5A SHEET METAL WORKERS ' JOURNEY LEVEL(FIELD OR SHOP) $46.74 11 6L SIGN MAKERS&INSTALLERS(ELECTRICAL) SIGN INSTALLER $23.36 1 SIGN MAKER $0.00 1 , SIGN MAKERS&INSTALLERS(NON-ELECTRICAL) SIGN INSTALLER $17.31 1 SIGN MAKER $15.61 1 SOFT FLOOR LAYERS , JOURNEY LEVEL $32.24 1B 5A SOLAR CONTROLS FOR WINDOWS JOURNEY LEVEL $12.44 1 5S SPRINKLER FITTERS(FIRE PROTECTION) , JOURNEY LEVEL $49.19 1B 5C STAGE RIGGING MECHANICS(NON STRUCTURAL) JOURNEY LEVEL $13.23 1 SURVEYORS CHAIN PERSON $9.35 1 ' INSTRUMENT PERSON $11.40 1 PARTY CHIEF $13.40 1 TELEPHONE LINE CONSTRUCTION-OUTSIDE , CABLE SPLICER $28.31 2B 5A HOLE DIGGER/GROUND PERSON $15.92 2B 5A INSTALLER(REPAIRER) $27.16 2B 5A JOURNEY LEVEL TELEPHONE LINEPERSON $26.34 2B 5A SPECIAL APPARATUS INSTALLER 1 $28.31 2B 5A SPECIAL APPARATUS INSTALLER II $27.74 2B 5A r Page 8 it KING COUNTY Effective 03-03-05 (See Benefit Code Key) Over PREVAILING Time Holiday Note Classification WAGE Code Code Code TELEPHONE EQUIPMENT OPERATOR(HEAVY) $28.31 2B 5A TELEPHONE EQUIPMENT OPERATOR(LIGHT) $26.34 2B 5A TELEVISION GROUND PERSON $15.12 2B 5A TELEVISION LINEPERSON/INSTALLER $20.05 2B 5A TELEVISION SYSTEM TECHNICIAN $23.82 2B 5A TELEVISION TECHNICIAN $21.45 2B 5A TREE TRIMMER $26.34 2B 5A TERRAZZO WORKERS&TILE SETTERS JOURNEY LEVEL $37.03 1H 5A TILE, MARBLE&TERRAZZO FINISHERS FINISHER $30.86 1H 5A TRAFFIC CONTROL STRIPERS JOURNEY LEVEL $31.90 1K 5A TRUCK DRIVERS ASPHALT MIX(TO 16 YARDS) $36.89 IT 5D 8L ASPHALT MIX(OVER 16 YARDS) $37.47 IT 5D 8L DUMP TRUCK $36.89 IT 5D 8L DUMP TRUCK&TRAILER $37.47 IT 5D 8L OTHER TRUCKS $37.47 IT 5D 8L TRANSIT MIXER $23.45 1 WELL DRILLERS&IRRIGATION PUMP INSTALLERS IRRIGATION PUMP INSTALLER $17.71 1 OILER $12.97 1 WELL DRILLER $17.68 1 Page 9 1 i 1 1 1 1 1 i 1 1 1 1 1 1 1 1 1 1 1 BENEFIT CODE KEY-EFFECTIVE 03-03-05 „m 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. 1. 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. i 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. ALI i 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. i 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 'o 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. s E. ALL HOURS WORKED IN EXCESS OF 10 PER DAY SHALL BE PAID AT DOUBLE THE HOURLY RATE OF WAGE. 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. i 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 i HOURS WORKED ON LABOR DAY SHALL BE PAID AT THREE TIMES 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 i 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. i 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. m I. ALL HOURS WORKED ON SATURDAY SHALL BE PAID AT ONE AND ONE-HALF THE HOURLY RATE OF WAGE. WORK PERFORMED ON SUNDAYS SHALL BE PAID AT DOUBLE THE HOURLY RATE OF WAGE. WORK PERFORMED ON A HOLIDAY SHALL BE PAID ONE AND ONE-HALF TIMES THEIR HOURLY RATE FOR ACTUAL HOURS WORKED PLUS EIGHT(8)HOURS OF STRAIGHT TIME FOR THE HOLIDAY. i 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. r 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. i 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. s 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. +r 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. ar r BENEFIT CODE KEY-EFFECTIVE 03-03-05 -2- ' 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. I. 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:OOPM 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 TIMES 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 TIMES 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 TIMES 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 TIMES THE HOURLY RATE OF WAGE. B. ALL HOURS WORKED ON HOLIDAYS SHALL BE PAID AT ONE AND ONE-HALF TIMES THE HOURLY RATE OF WAGE. ' C. ALL HOURS WORKED ON SUNDAYS SHALL BE PAID AT ONE AND ONE-HALF TIMES THE HOURLY RATE OF WAGE. ALL HOURS WORKED ON HOLIDAYS SHALL BE PAID AT TWO TIMES 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 TIMES 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 TIMES THE HOURLY RATE OF WAGE. ALL HOURS WORKED ON PAID HOLIDAYS SHALL BE PAID AT TWO AND ONE-HALF TIMES THE HOURLY RATE OF WAGE INCLUDING HOLIDAY PAY. H. ALL HOURS WORKED ON SATURDAYS SHALL BE PAID AT ONE AND ONE-HALF TIMES THE HOURLY RATE OF WAGE. ALL HOURS WORKED ON SUNDAYS SHALL BE PAID AT TWO TIMES THE HOURLY RATE OF WAGE. ALL HOURS WORKED ' ON HOLIDAYS SHALL BE PAID AT ONE AND ONE-HALF TIMES THE HOURLY RATE OF WAGE IN ADDITION TO THE HOLIDAY PAY. I. ALL HOURS WORKED ON SATURDAYS AND HOLIDAYS(EXCEPT LABOR DAY)SHALL BE PAID AT ONE AND ONE- HALF TIMES THE HOURLY RATE OF WAGE. ALL HOURS WORKED ON SUNDAYS AND ON LABOR DAY SHALL BE • PAID AT TWO TIMES THE HOURLY RATE OF WAGE. J. ALL HOURS WORKED ON SUNDAYS SHALL BE PAID AT TWO TIMES THE HOURLY RATE OF WAGE. ALL HOURS WORKED ON PAID HOLIDAYS SHALL BE PAID AT TWO AND ONE-HALF TIMES THE HOURLY RATE OF WAGE, INCLUDING THE HOLIDAY PAY. ALL HOURS WORKED ON UNPAID HOLIDAYS SHALL BE PAID AT TWO TIMES THE HOURLY RATE OF WAGE. K. ALL HOURS WORKED ON HOLIDAYS SHALL BE PAID AT TWO TIMES THE HOURLY RATE OF WAGE IN ADDITION TO THE HOLIDAY PAY. 10 BENEFIT CODE KEY-EFFECTIVE 03-03-05 -3- r M. ALL HOURS WORKED ON SATURDAYS,SUNDAYS AND HOLIDAYS SHALL BE PAID AT DOUBLE THE HOURLY RATE OF WAGE. O. 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 'r 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 +w AFTER THANKSGIVING DAY,AND CHRISTMAS DAY(7). 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). s 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). r 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). E. HOLIDAYS: NEW YEAR'S DAY,PRESIDENTS'DAY,MEMORIAL DAY,INDEPENDENCE DAY,LABOR DAY, r PRESIDENTIAL ELECTION DAY,THANKSGIVING DAY,THE FRIDAY AFTER THANKSGIVING DAY,AND CHRISTMAS DAY(9). G. HOLIDAYS: NEW YEAR'S DAY,MEMORIAL DAY,INDEPENDENCE DAY,LABOR DAY,THANKSGIVING DAY,THE i 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). r 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' 40 DAY,THANKSGIVING DAY,THE FRIDAY AFTER THANKSGIVING DAY,AND CHRISTMAS DAY(9). O. PAID HOLIDAYS: NEW YEAR'S DAY,WASHINGTON'S BIRTHDAY,INDEPENDENCE DAY,LABOR DAY, THANKSGIVING DAY,AND CHRISTMAS DAY(6). go P. HOLIDAYS: NEW YEAR'S DAY,MEMORIAL DAY,INDEPENDENCE DAY,LABOR DAY,THANKSGIVING DAY,FRIDAY AND SATURDAY AFTER THANKSGIVING DAY,THE DAY BEFORE CHRISTMAS,AND CHRISTMAS DAY(9). ar Q. PAID HOLIDAYS: NEW YEAR'S DAY,MEMORIAL DAY,INDEPENDENCE DAY,LABOR DAY,THANKSGIVING DAY, AND CHRISTMAS DAY(6). R. PAID HOLIDAYS: NEW YEAR'S DAY,MEMORIAL DAY,INDEPENDENCE DAY,LABOR DAY,THANKSGIVING DAY, r DAY AFTER THANKSGIVING DAY,ONE-HALF DAY BEFORE CHRISTMAS DAY,AND CHRISTMAS DAY.(7 1/2). S. PAID HOLIDAYS: NEW YEAR'S DAY,PRESIDENTS'DAY,MEMORIAL DAY,INDEPENDENCE DAY,LABOR DAY, THANKSGIVING DAY,AND CHRISTMAS DAY(7). s T. PAID HOLIDAYS: SEVEN(7)PAID HOLIDAYS. V. PAID HOLIDAYS: SIX(6)PAID HOLIDAYS. r W. PAID HOLIDAYS: NINE(9)PAID HOLIDAYS. X. HOLIDAYS: AFTER 520 HOURS-NEW YEAR'S DAY,THANKSGIVING DAY AND CHRISTMAS DAY. AFTER 2080 HOURS s -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, r THANKSGIVING DAY,THE FRIDAY FOLLOWING THANKSGIVING DAY,AND CHRISTMAS DAY(8). dw BENEFIT CODE KEY-EFFECTIVE 03-03-05 -4- '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 YEAR'S DAY,PRESIDENTS'DAY,MEMORIAL DAY,INDEPENDENCE DAY,LABOR DAY, , THANKSGIVING DAY,THE FRIDAY AFTER THANKSGIVING DAY,AND CHRISTMAS DAY(8). B. PAID HOLIDAYS: NEW YEAR'S EVE DAY,NEW YEAR'S DAY,MEMORIAL DAY,INDEPENDENCE DAY,LABOR DAY, , THANKSGIVING DAY,DAY AFTER THANKSGIVING DAY,CHRISTMAS EVE DAY,CHRISTMAS DAY.(9) 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). 6. 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) Q. PAID HOLIDAYS: NEW YEAR'S DAY,MEMORIAL DAY,INDEPENDENCE DAY,LABOR DAY,VETERAN'S DAY ' THANKSGIVING DAY,THE DAY AFTER THANKSGIVING DAY AND CHRISTMAS DAY. UNPAID HOLIDAY_ PRESIDENTS'DAY. S. 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). T. 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). U. 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). V. 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). W. 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). X. 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 8. 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'-$5.50 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 • BENEFIT CODE KEY-EFFECTIVE 03-03-05 -5- +r OVER 200'-DIVERS MAY NAME THEIR OWN PRICE D. WORKERS WORKING WITH SUPPLIED AIR ON HAZMAT PROJECTS RECEIVE AN ADDITIONAL$1.00 PER HOUR. ow L. WORKERS ON HAZMAT PROJECTS RECEIVE ADDITIONAL HOURLY PREMIUMS AS FOLLOWS-LEVEL A:$0.75, LEVEL B:$0.50, AND LEVEL C:$0.25. r 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:$1.00,LEVEL r B:$0.75,LEVEL C:$0.50, AND LEVEL D:$0.25. r r r r r r r r to r r r r r r 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 Department of Labor and Industries STATEMENT OF INTENT TO Prevailing Wage .' (360)902-5335 T PAY PREVAILING WAGES www.lni.wa.gov//TradesLicensing/PrevailingWage ,q Public Works Contract a. $25.00 Filing Fee Required • This form must be typed or printed in ink. Project Name Contract# • Large,bold numbers match instructions on back of form. • Contract Awarding Agency(public agency-not federal or private) Please allow a minimum of 10 working days for processing. + • Once approved your form will be posted online at the above website. APPROVEll l�'ORM WII�I,BE,MAILED TO THIS ADDRESS,,< .�! Address Contractor,company or agency name,address,city,state&ZIP+4 rr City State ZIP+4 Awarding Agency Project Contact Person Phone# County where work was performed City where work was performed Bid due date (mm/dd/yy) Date contract awarded (mm/dd/yy) Will all work be subcontracted? Do you intend to use subcontractors? ❑ Yes ❑ No ❑ Yes ❑ No Prime contractor(has contract with the public agency) Contractor Registration# Expected job start date(mm/dd/yy) Do you intend to use apprentices. ❑ Yes ❑ No Craft/trade/occupation(Do NOT list apprentices) Estimated no. Rate of Rate of hourly fringe r. Indicate number of owners expected to perform work. of workers hourly a benefits r all s Company name Indicate total dollar amount of your contract or time and materials if applicable. Address I hereby certify that the above information is correct and that all workers I employ on this Public Works Project will be paid no less + than the Prevailing Wage Rate(s) as determined by the Industrial City State ZIP+4 Statistician of the Department of Labor and Industries Contractor Registration No. UBI Title Signature ar Industrial Insurance Account Number Email address Phone number O, +Hg� Check Number: ❑ $25 or $ Issued By: .r APPROVED: Department of Labor and Industries �. By Industrial Statistician F700-029-000 statement of intent to pay prevailing wages 12-04 After APPROVAL,send white copy to Awarding Agency. Canary copy—L&I ar How to expedite the processing of your form: REQUIRED FOR PROCESSING ERRORS THAT CAUSE REJECTION ' Filing Fee No fee or wrong amount. $25.00 filing fee required. Bid Due Date and Date Contract Awarded Missing. Award date is before bid due date. Prevailing Wage is based ' on the date bids from prime contractor were due to the contract awarding agency. , Craft/trade/occupation Craft not listed, not specific, or does not match prevailing wage occupation listings. Owner/Operators: If the work will be performed by owners/partners, , state"Owner/Operator" under the"Craft"section, and the wage and fringe need not be completed. Do list the number of owners on the job. (Individuals who own less than 30% of the company are not considered ' to be owner/operators and must be paid prevailing wage.) All work subcontracted: If all work will be performed by subcontractors, check the appropriate box on the form. Rate of Hourly Pay Missing or incorrect wages. Enter the rate of hourly pay and rate of ' qualified hourly fringe benefits, as defined by RCW 39.12.010,that you will actually provide to the workers. The amount listed for"Rate of ' Hourly Pay" plus the amount listed for the"Rate of Hourly Fringe Benefits", if any, must equal or exceed the Prevailing Wage rate. Estimated number of workers Missing ' Total Dollar Amount of Your Contract Missing—Enter"time and materials" if applicable. The exact dollar amount will be required on the Affidavit of Wages Paid form. ' Contractor Registration No. or UBI Missing or not registered. Companies not required to obtain a contractor's registration number need only indicate UBI (i.e.,janitorial, surveying, truck driving). ' Signature Missing—Intent must be signed by an authorized representative. Apprentices: Do not list apprentices or apprenticeship wages on this Statement of Intent. If you use apprentices on this project, they must be listed on the Affidavit of Wages Paid form (F700-007-000), and registered with the Washington State Apprenticeship and , Training Council within 60 days of hire. Any workers not registered as such must be paid prevailing journey level wages. Call (360) 902-5323 to verify registration. Electrical and Plumber trainees registered with the Department of Labor and Industries MUST ALSO be registered with the Washington State Apprenticeship and Training Council to qualify for apprentice rates. If there is not enough space to list all required information on one form, use additional Intent forms as needed. Please indicate at the , top of each form'Page 1 of 2","Page 2 of 2",etc. No additional fee is required. No other attachments will be accepted. Approval of this Intent will be based on the information provided by the contractor/subcontractor. It does not signify approval ' of the classifications of labor used by the contractor/subcontractor. L&I will mail the approved white copy of this Intent to the organization provided on the front of this form. Make a copy for your records. A copy of the approved Intent form for each employer must be posted at the jobsite for contracts in excess of$10,000.00. Prevailing wage rates are available on the Internet at www.Lni.wa.qov/TradesLicensing/PrevailingWage Submit both copies (white and canary) and the $25.00 filing fee to: MANAGEMENT SERVICES Please fold in thirds so the address DEPT. OF LABOR AND INDUSTRIES will show in a window envelope , PO BOX 44835 OLYMPIA,WASHINGTON 98504-4835 For questions call (360) 902-5335 F700-029-000 statement of intent to pay prevailing wages—backer 12-04 Department of Labor and Industries gT^Ta AFFIDAVIT OF WAGES PAID Prevailing Wage •' (360)902-5335 Public Works Contract http://www.Ini.wa.gov/TradesLicensing/PrevailingWage "�� oy° $25.00 Filing Fee Required • This form must be typed or printed in ink. Project name Contract# "° • Fill in all blanks or form will be returned for correction(see back). • Please allow a minimum of 10 working days for processing. Contract Awarding Agency(public agency-not federal or private) • Once approved,your form will be posted online at the website above. APPROVED FORM WILL BE MAILED TO THIS ADDRESS Address Contractor,company or agency name,address, city,state&ZIP+4 City State ZIP+4 Awarding Agency Project Contact Person Phone# County where work was performed City where work was performed Bid due date (mm/dd/yy) Date contract awarded (mm/dd/yy) Date work completed (mm/dd/yy) Date Intent filed (mm/dd/yy) r Was all work subcontracted? Did you intend to use subcontractors? Prime contractor(has contract with the public agency) Contractor Registration No. ❑ Yes ❑ No ❑ Yes ❑ No r Job start date(mm/dd/yy) Craft/trade/occupation and apprentices(For apprentices,give name,registration#, Number Total#of hours Rate of Rate of Hourly trade,dates of work on project,stage of progression,wage and fringe) of Workers worked—ea.trade Hourly Pay Fringe Benefits r Indicate number of owners that performed work. r r -T r r i Company name Indicate total dollar amount of your contract or time and materials if applicable. Address I hereby certify that the above information is correct and that all workers I employ on this Public Works Project will be paid no less • than the Prevailing Wage Rate(s) as determined by the Industrial City State ZIP+4 Statistician of the Department of Labor and Industries Contractor Registration No. UBI Title Signature Industrial Insurance Account Number Email address Phone number rir L& c UnI ' Check Number: ❑ $25 or $ For L&I Use Only Issued By: r APPROVED: Department of Labor and Industries r By Industrial Statistician F700-007-000 affidavit ofwages 12-04 After APPROVAL,send white copy to Awarding Agency. Canary copy—L&I r How to expedite the processing of your form: REQUIRED FOR PROCESSING ERRORS THAT CAUSE REJECTION , Filing Fee No fee or wrong amount. $25.00 filing fee required. Bid Due Date and Date Contract Awarded Missing. Award date is before bid due date. Prevailing Wage is based on the , date bids from prime contractor were due to the contract awarding agency. Date work completed Missing or a date in the future. ' Date Intent Filed Missing-An affidavit cannot be approved without the Statement of Intent to Pay Prevailing Wages being filed. Craft/trade/occupation Craft not listed, not specific, or does not match prevailing wage occupation , listings. Owner/Operators: If the work was performed by owners/partners, state ' "Owner/Operator"under the"Craft"section,and the wage and fringe need not be completed. Do list the number of owners on the job. (Individuals who own less than 30%of the company are not considered to be owner/operators and must be paid prevailing wage.) ' All work subcontracted: If all work was performed by subcontractors, check the appropriate box on the form. Number of workers each trade Missing , Total number of hours worked each trade Missing Rate of Hourly Pay Missing or incorrect wages. Enter the rate of hourly pay and rate of qualified ' hourly fringe benefits, as defined by RCW 39.12.010,that you actually provided to the workers. The amount listed for"Rate of Hourly Pay" plus the amount listed for the`Rate of Hourly Fringe Benefits", if any, must equal or exceed the Prevailing Wage rate. ' Apprentices* Missing information or apprentice not registered*. List each apprentice by name, registration number,trade,stage of progression, beginning and ending dates of work performed on the proiect(m/d/y to m/d/y), and rate of hourly pay and fringe ' benefits. Total Dollar Amount of Your Contract Missing—Enter exact amount not"time and materials"). Contractor Registration No.or UBI Missing or not registered. Companies not required to obtain a contractor's ' registration number need only indicate UBI (i.e.,janitorial, surveying,truck driving). Signature Missing—Affidavit must be signed by an authorized representative. i * Any apprentice not registered with the Washington State Apprenticeship and Training Council within 60 days of hire must be paid , prevailing iourney level wages for the time preceding the date of registration. Call (360) 902-5323 to verify registration. NOTE: Electrical and Plumber trainees registered with the Department of Labor and Industries MUST ALSO be registered with the Washington State Apprenticeship and Training Council to qualify for apprentice rates. If there is not enough space to list all required information on one form, use additional Affidavit forms as needed. Please indicate at the , top of each form"Page 1 of 2","Page 2 of 2",etc. No additional fee is required. No other attachments will be accepted. Approval of this Affidavit will be based on the information provided by the contractor/subcontractor. It does not signify ' approval of the classifications of labor used by the contractor/subcontractor. L&I will mail the approved white copy of this Affidavit to the organization provided on the front of this form. Make a copy for your records. , Prevailing wage rates are available on the Internet at http://www.ini.wa.gov/TradesLicensing/PrevailingWage Submit both copies (white and canary) and the $25.00 filing fee to: ' MANAGEMENT SERVICES Please fold in thirds so the address DEPT. OF LABOR AND INDUSTRIES will show in a window envelope PO BOX 44835 OLYMPIA,WASHINGTON 98504-4835 For questions call (360) 902-5335 F700-007-000 affidavit of waves -hacker 12-04 �, 4W CERTIFICATION OF PAYMENT OF PREVAILING WAGES dW Date: Ref: Pay Estimate No. 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. r Company Name .. By. Title: +� List of Subcontractors: .. .. .. 40 s 18 INTNT.DOC\ 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 CITY OF RENTON SUPPLEMENTAL SPECIFICATIONS SUPSPEC.DOC\ r z i t �� �: f^ + 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 r 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. rUis is dolot All replacement text or text being added is shown as underlined I + tyke. 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. 'o (RC) Signifies an item produced by the City of Renton or an APWA or State Amendment that has been rewritten by Renton. dp 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 excieption of those requirements which pertain to payment and financing. Copies of the Renton Standards are on file at the Customer Service desk of the Planning/Building/Public Works Department, Municipal Building, Renton, Washington 98055, where they may be +� examined and copied by any interested party. Page-RS-i + Revision Date:May 19, 1997 1 1 1 1 ti 1 1 1 1 1 1 1 1 1 i Table of Contents i CITY OF RENTON STANDARD SPECIFICATIONS.....................................................................................i Division 1 General Requirements........................................................................................................... 1 1-01 Definitions and Terms..................................................................................................... 1 1-02 Bid Procedures and Conditions..........................................................................................2 1-03 Award and Execution of Contract......................................................................................2 ." 1-04 Scope of the Work..........................................................................................................3 1-05 Control of Work............................................................................................................3 1-06 Control of Material......................................................................................................... 7 1-07 Legal Relations and Responsibilities to the Public.................................................................. 7 1-08 Prosecution and Progress................................................................................................12 1-09 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 i2-03 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 i Division4 Bases................................................................................................................................25 4 No supplemental specifications were necessary.........................................................................25 i Division 5 Surface Treatments and Pavements..........................................................................................26 5-04 Asphalt Concrete Pavement.............................................................................................26 Division6 Structures..........................................................................................................................29 s 642 Rockeries ............................29 ........................................................................................ Division 7 Drainage Structures, Storm Sewers, Sanitary Sewers,Water Mains, and Conduits.............................30 i7-01 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 7-10 Trench Exc., Bedding, and Backfill for Water Mains............................................................34 7-11 Pipe Installation for Water Mains ....................................................................................34 "' 7-12 Valves for Water Mains.............. ...............37 .................................................................... 7-14 Hydrants....................................................................................................................38 7-15 Service Connections......................................................................................................39 7-17 Sanitary Sewers...........................................................................................................39 Division8 Miscellaneous Construction.....................................................................................................40 8-09 Raised Pavement Markers...............................................................................................40 ,. 8-10 Guide Posts..................................................................................................................40 8-13 Monument Cases...........................................................................................................40 8-14 Cement Concrete Sidewalks.............................................................................................40 8-17 Impact Attenuator Systems..............................................................................................41 +�. 8-20 Illumination,Traffic Signal Systems, and Electrical.................. ..........................................41 8-22 Pavement Marking........................................................................................................47 8-23 Temporary Pavement Markings........................................................................................48 i t- Page-RS-ii Revision Date:May 19, 1997 i 1 1 1 1 1 1 1 1 1 1 1 1 1 1 do Division 9 Materials...........................................................................................................................49 9-00 Definitions and Tests......................................................................................................49 9-02 Bituminous Materials.....................................................................................................49 ,w 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 .. INDEX TO WSDOT AMENDMENTS ......................................................................................................60 WSDOTAMENDMENTS......................................................................................................60 s i iw do r r i • go r r I- Page-RS-iii Revision Date:May 19, 1997 r 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1-01 Definitions and Terms 1-01 Definitions and Terms Department shall also refer to the Department of I Division 1 Planning/Building/Public Works Administrator. Special Provisions(RC) General Requirements Supplamental odifications to the standard specifications -Ad the amandaztr to the, stagdard sped# & and supplemental specifications that apply to an individual project. The special provisions may describe work the 1-01 Definitions and Terms specifications do not cover. Such work shall comply first with the special provisions and then with any specifications that apply. The SECTION 1-01.1ISREVISED BYADDING THE FOLLOWING: Contractor shall include all costs of doing this work within the bid rp ices. 1-01.1 General(RC) State(RC) Whenever reference is made to the State, Commission, The state of Washington acting through its representatives. Department of Transportation Secretary of Transportation, The State shall also refer to The City of Renton and its authorized Owner Contracting Agency or Engineer, such reference shall be representatives where applicable. deemed to mean the City of Renton acting through its City Council, Contract Documents (APWA) employees and duly authorized representatives for all contracts The component parts of the contract which may include but administered by the City of Renton. are not limited to, the Proposal Form, the Contract Form, bonds, insurance certificates, various other certifications and affidavit, the SECTION 1-01.3 IS REVISED AND SUPPLEMENTED BY Contract Provisions, the Contract Plans, Working Drawings, the THE FOLLOWING: Standard Specifications, the Standard Plans, Addendum, and 1-01.3 Definitions (RC, APWA) Change Orders. Dates (APWA) Act of god (RC) Bid Opening Date(APWA) "Act of God" means an earthquake, flood, cyclone, or other The date on which the Contracting Agency publicly opens and cataclysmic phenomenon of nature. A rain, windstorm, high water reads the bids. or other natural phenomenon of unusual intensity for the specific Award Date(APWA, RC) locality of the work which might reasonably have been anticipated The date of the formal decision of the Contracting Agency to from historical records of the general locality of the work, shall not accept the lowest responsible and responsive Bidder for the work. be construed as an act of god. Contract Execution Date (APWA) Consulting Engineer (RC) The date the Contracting Agency officially binds the agency to The Contracting Agency's design consultant, who may or may the Contract. not administer the construction program for the Contracting Notice to Proceed Date(APWA) Agency. The date stated in the Notice to Proceed on which the Contract Da C time begins. Unless otherwise designated, day(s) as used in the Contract Contract Completion Date(APWA, RC) Documents shall be understood to mean working days. The date by which the work is contractually required to be Or Equal (RC) completed The Contract Completion Date will be stated in the Where the term "or equal" is used herein, the Contracting Notice to Proceed. Revisions of this date will be authorized in Agency, or the Contracting Agency on recommendation of the writing by the Engineer whenever there is an extension to the engineer, shall be the sole judge of the quality and suitability of the Contract time. proposed substitution. Final Acceptance Date(APWA, RC) The responsibility and cost of furnishing necessary evidence, The date on which the Contracting Agency accepts the work demonstrations or other information required to obtain the as complete per contract requirements. approval of alternative materials or processes by the Owner shall Material (APWA) be entirely borne by the Contractor. Any substance specified for use in the construction of the Owner (RC) project and its appurtenances which enters into and forms a part of The City of Renton or its authorized representative. Also the finished structure or improvement and is capable of being so referred to as Contracting Agency. used and is furnished for that purpose. Plans(RC) Materialman(APWA) The contract plans and/or standard plans which show location, A person or organization who furnishes a raw in character, and dimensions of prescribed work including layouts, supply, commodity, equipment or manufactured or fabricated profiles, cross-sections,and other details. product and does not perform labor at the Project Site; a supplier. Drawings may either be bound in the same book as the Notice of Award (APWA) balance of the Contract Documents or bound in separate sets, and The written notice from the Contracting Agency to the are a part of the Contract Documents regardless of the method of successful Bidder signifying the Contracting Agency's acceptance binding. of the Bid. The terms "Standard Drawings" or "Standard Details" Notice to Proceed(APWA) generally used in specifications refers to drawings bound either The written notice from the Contracting Agency or Engineer with the specification documents or included with the Plans or the to the Contractor authorizing and directing the Contractor to City of Renton Standard Plans. proceed with thi Work and establishing the date on which the Secretary, Secretary of Transportation(RC) Contract Time begins. The chief executive officer of the Department and other I authorized representatives. The chief executive officer to the t. Page-SP-1 Revision Date:May 19, 1997 1-02 Bid Procedures and Conditions 1-03 Award and Execution of Contract ' 1-02 Bid Procedures and Conditions within 5 (five) years from the date of submission. Failure to so label such materials or failure to timely respond after notice of , SECTION 1-02.1 IS DELETED AND REPLACED BY THE request for public disclosure has been given shall be deemed a waiver by the submitting vendor of any claim that such materials FOLLOWING: are, to fact, so exempt. 1-02.1 Qualifications of Bidder (APWA) SECTION 1-02.12 IS SUPPLEMENTED BY ADDING THE Bidders shall be qualified by experience, financing, FOLLOWING: equipment, and organization to do the work called for in the 1-02.12 Public Opening of Proposals APWA Contract Documents. The Contracting Agency reserves the right to ' take whatever action it deems necessary to ascertain the ability of The Contracting Agency reserves the right to postpone the the Bidder to perform the work satisfactorily. This action may date and time for bid opening. Notification to bidder will be by include a pre qualification procedure prior to the Bidder being addenda. furnished a proposal form on any contract or a preaward survey of ' the Bidder's qualifications prior to award. SECTION 1-02.13 PARAGRAPH I IS REVISED AS FOLLOWS. SECTION 1-02.2 IS DELETED AND REPLACED BY THE 1-02.13 Irregular Proposals (RCZ FOLLOWING: a. The bidder is not prequalified when so required; ' 1-02.2 Bid Documents (APWA) SECTION 1-02.14 IS REVISED IN ITEM 3 IN PARAGRAPH 1 Information as to where Bid Documents can be obtained or TO READ: reviewed will be found in the Call for Bids for the Work placed in 1-02.14 Disqualification of Bidders (APWA) the Contracting Agency's official newspaper. 3. A bidder is not }qualified for the work or to the full SECTION 1-02.4(2) IS SUPPLEMENTED BY REVISING extent of the bid; SENTENCE 1, PARAGRAPH I TO READ: 1-02.4(2) Subsurface Information(APWA) 1-03 Award and Execution of Contract If the Contracting Agency has made subsurface investigation of the site of the proposed work, the boring log data and soil SECTION 1-03.1 IS SUPPLEMENTED AS FOLLOWS: sample test data, and geotechnical reports accumulated by the Contracting Agency will be made available for inspection by the 1-03.1 Consideration of BidsSRC, APWA) bidders. The total of extensions, corrected where necessary, and SECTION 1-02.5 IS SUPPLEMENTED BY ADDING THE including sales taxes where applicable, will be used by the FOLLOWING: Contracting Agency for award purposes and to fix the amount of the contract bond. 1-02.5 Proposal Form (APWA) All bids will be based on total sum of all schedules of prices. The Engineer reserves the right to arrange the Bid Forms with No partial bids will be accepted unless so Stated in the call for bids Alternates, Additives, or Deductives, if such be to the advantage of or special provisions. The City reserves the right however to the Contracting Agency. The Bidder shall bid on all Additives, award all or any schedule of a bid to the lowest bidder at its Deductives, or Alternates set forth in the Proposal Forms unless discretion. otherwise specified in the Special Provisions. SECTION 1-03.2 IS SUPPLEMENTED BY ADDING THE SECTION 1-02.6 IS SUPPLEMENTED BY ADDING THE FOLLOWING: FOLLOWING: 1-03.2 Award of Contract(RC) 1-02.6 Preparation of Proposal (RC) The contract, bond form, and all other forms requiring All prices shall be in legible figures and(f►et-words)written in execution, together with a list of all other forms or documents ink or typed. The proposal shall include: required to be submitted by the successful bidder, will be 1. A unit price for each item (omitting digits more than four forwarded to the successful bidder within 10 days of the award. places to the right of the decimal point), each unit price shall also The number of copies to be executed by the Contractor shall be be written in words; where a conflict arises the written words shall determined by the Contracting Agency. prevail. SECTION 1-03.3 IS REVISED AND SUPPLEMENTED AS SECTION 1-02.6(1) IS AN ADDED SUPPLEMENTAL FOLLOWS. SECTION. 1-03.3 Execution of Contract (APWA, RC) 1-02.6(l) Proprietary Information (RC) Within 20 10 calendar days after receipt from the City of the Vendors should, in the bid proposal, identify clearly any forms and documents required to be completed by the material(s) which constitute "(valuable) formula, designs, Contracto , the successful bidder shall return the drawings, and research data" so as to be exempt from public signed Contracting Agency-prepared contract, an insurance disclosure, RCW 42.17.310, or any materials otherwise claimed to certification as required by Section 1-07.18, and a satisfactory bond be exempt, along with a Statement of the basis for such claim of as required by law and Section 1-03.4. If the bidder experiences exemption. The Department (or State) will give notice to the circumstances beyond their control that prevents return of the vendor of any request for disclosure of such information received contract documents within 20 10 calendar days after the award t- Page-SP-2 Revision Date:May 19, 1997 1-04 Scope of the Work 1-05 Control of Work date, the Contracting Agency may grant up to a maximum of 29 10 SECTION 1-04.4 IS SUPPLEMENTED WITH THE additional calendar days for return of the documents, provided the FOLLOWING: Contracting Agency deems the circumstances warrant it. 1-04.4 Changes (RC) The Contracting Agency is prohibited by RCW 39.06.010 from executing a contract with a Contractor who is not registered Renton does not have a formal policy or guidelines on cost or licensed as required by the laws of the state. In addition, the reduction alternatives, but will evaluate such proposals by the Contracting Agency requires persons doing business with the Contractor on a case-by-case basis. Contracting Agency to possess a valid City of Renton business SECTION I-04.11 IS SUPPLEMENTED AS FOLLOWS: license prior to award. When the Bid Form provides spaces for a business license 1-04.11 Final Cleanup (RC) number, a Washington State Contractors registration number, or both the Bidder shall insert such information in the spaces 3. All salvage material as noted on the plans and taken from provided. The Contracting Agency requires legible copies of the any of the discarded facilities shall, at the engineer's discretion be Contractor's Registration and business license be submitted to the carefully salvaged and delivered to the City shops. Any cost Engineer as part of the Contracting Agency's post-award incurred in salvaging and delivering such items shall be considered information and evaluation activities. incidental to the project and no compensation will be made. The contract price for "Finish and Cleanup, lump sum,' shall SECTION 1-03.4 IS SUPPLEMENTED BY ADDING THE be full compensation for all work, equipment and materials FOLLOWING TO THE FIRST PARAGRAPH: required to perform final cleanup. If this pay item does not appear 1-03.4 Contract Bond (APWA) in the contract documents then final clean up shall be considered incidental to the contract and to other pay item and no further 5 Be accompanied by a power of attorney for the Surety's compensation shall be made. officer empowered to sign the bond. 7 Be signed by an officer of the Contractor empowered to 1-05 Control of Work sign official statements (sole proprietor or partner). If the Contractor is a corporation the bond must be signed by the SECTION I-05.3 IS REVISED AS FOLLOWS. president or vice-president unless accompanied by written proof of the authority of the individual signing the bond to bind the 1-05.3 Plans and Working Drawings_RC) corporation(i.e. corporate resolution power of attorney or a letter to such effect by the president or vice-president). The Contractor shall submit supplemental working drawings as required for the performance of the work. The drawings shall be 1-04 Scope of the Work on sheets measuring '" 22 by 34 inches or on sheets with P dimensions in multiples of 8-1/2 by 11 inches. SECTION 1-04.1 IS SUPPLEMENTED BY ADDING THE SECTION 1-05.4 IS SUPPLEMENTED BY ADDING THE FOLLOWING: FOLLOWING: 1-04.1 Intent of the Contract (RC) 1-05.4 Conformity with and Deviations from Plans and Stakes (RC) The Contractor is encouraged to provide to the Engineer prior to progress payments an estimate of lump sum work accomplished If the project calls for Contractor supplied surveying, the to date The Engineer's calculations and decisions shall be final in Contractor shall provide all required survey work including such regard to the actual percentage of any lump sum pay item work as mentioned in Sections 1-05.4, 1-05.5,-1-11 and elsewhere accomplished and eligible for payment unless another specific in these specifications as being provided by the Engineer. method of calculating lump sum payments is provided elsewhere in SECTION 1-05.5 THE VACANT SECTION IS REPLACED BY the specifications. THE FOLLOWING: SECTION 1-04.2 IS REVISED AS FOLLOWS: 1-05.5 Construction Stakes (RC) 1-04.2 Coordination of Contract Documents, Plans, If the project calls for Contractor supplied surveying, the Special Provisions Specifications, and Addenda Contractor shall provide all required survey work including such (RC) work as mentioned in Sections 1-05.4 1-05.5, 1-11 and elsewhere Any inconsistency in the parts of the contract shall be resolved in these specifications as being provided by the Engineer. All costs by following this order of precedence (e.g., 1 presiding over 2, 3, for this survey work shall be included in "Contractor Supplied 4, 5,6, and 7; 2 presiding over 3,4, 5, 6, and 7; and so forth): Surveying," per lump sum. 1. Addenda 1-05.5(1) General (APWA, RCZ 2. Proposal Form 3. Special Provisions The Engineer or Contractor supplied surveyor will provide 4. Contract Plans construction stakes and marks establishing lines slopes and grades 5. Amendments to the Standard Specifications as stipulated in Sections 1-05.5(1) and 1-05.5(2) and will perform 6. Supplemental Specifications. such work per Section 1-11 The Contractor shall assume full 7. Standard Plans responsibility for detailed dimensions elevations and excavation 6.8. Standard Specifications slopes measured from the Engineer or Contractor supplied surveyor furnished stakes and marks. t- Page-SP-3 Revision Date: May 19, 1997 1-05 Control of Work 1-05 Control of Work ' The Contractor shall provide a work site which has been with major grade changes shall be slope staked to establish grade prepared to permit construction staking to proceed in a safe and before offset hubs are set. orderly manner. The Contractor shall keep the Engineer or Contractor supplied surveyor informed of staking requirements and 1-05.5(3) Bridge and Structure Surveys (APWA) provide at least 48 hours notice to allow the Engineer or Contractor For all structural work such as bridges and retaining walls the supplied surveyor adequate time for setting stakes. Contractor shall retain as a part of Contractor organization an Stakes, marks, and other reference points, including existing experienced team of surveyors under direct supervision of a monumentation, set by Contracting Agency forces shall be licensed surveyor. The Contractor shall ensure that required field carefully preserved by the Contractor. The Contractor will be measurements and locations, match and fulfill the intended plan charged for the costs of replacing stakes, markers and dimensions. The Contractor shall provide all surveys required to ' monumentation that were not to be disturbed but were destroyed or complete the structure, except the following primary survey control damaged by the Contractor's operations. This charge will be which will be provided by the Engineer: deducted from monies due or to become due to the Contractor. 1. Centerline or offsets to centerline of the structure. Any claim by the Contractor for extra compensation by reason 2. Stations of abutments and pier centerlines. ' of alterations or reconstruction work allegedly due to error in the 3. A sufficient number of bench marks for levels to enable Engineer's line and grade, will not be allowed unless the original the Contractor to set grades at reasonably short distances. control points set by the Engineer still exist, or unless other 4. Monuments and control points as shown on the satisfactory substantiating evidence to prove the error is furnished Drawings. , the Engineer. Three consecutive points set on line or grade shall be The Contractor shall establish all secondary survey controls the minimum points used to determine any variation from a straight both horizontal and vertical, as necessary to assure proper line or grade. Any such variation shall, upon discovery, be placement of all project elements based on the primary control reported to the Engineer. In the absence of such report the points provided by the Engineer. Survey work shall be within the Contractor shall be liable for any error in alignment or grade. following tolerances: The Contractor shall provide all surveys required other than 1. Stationing +.01 foot those to be performed by the Engineer. All survey work shall be 2. Alignment +.01 foot(between successive points) done in accordance with Section 1-11 SURVEYING STANDARDS 3. Superstructure Elevations+.01 foot(from plan elevations) of these specifications. 4. Substructure Elevations+.05 foot(from plan elevations) The Contractor shall keep updated survey field notes in a During the progress of the Work, the Contractor shall make standard field book and in a format set by the Engineer, per Section available to the Engineer all field books including survey 1-11.1(3). These field notes shall include all survey work information, footing elevations,cross sections and quantities. performed by the Contractor's surveyor in establishing line, grade The Contractor shall be fully responsible for the close and slopes for the construction work. Copies of these field notes coordination of field locations and measurements with appropriate shall be provided the Engineer upon request and upon completion dimensions of structural members being fabricated. ' of the contract work the field book or books shall be submitted to the Engineer and become the property of the Contracting Agency. 1-05.5(4) Contractor Supplied Surveying(RC) If the survey work provided by the Contractor does not meet When the contract provides for Contractor Supplied the standards of the Engineer, then the Contractor shall, upon the Surveying, the Contractor shall supply the survey work required ' Engineer's written request, remove the individual or individuals for the project. The Contractor shall retain as a part of the doing the survey work and the survey work will be completed by Contractor Organization an experienced team of surveyors under the Engineer at the Contractor's expense. Costs for completing the the direct supervision of a professional land surveyor licensed by survey work required by the Engineer will be deducted from the State of Washington. All survey work shall be done in monies due or to become due the Contractor. accordance with Sections 1-05.4. 1-05.5 and 1-11. All costs for survey work required to be performed by the The Contractor and/or Surveyor shall inform the Engineer in Contractor shall be included in the prices bid for the various items writing of any errors, discrepancies, and omissions to the plans that which comprise the improvement or be included in the bid item for prevent the Contractor and/or Surveyor from constructing the "Contractor Supplied Surveying" per lump sum if that item is project in a manner satisfactory to the Engineer. All errors, included in the contracts. discrepancies, and omissions must be corrected to the satisfaction of the Engineer before the survey work may be continued. , 1-05.5(2) Roadway and Utility Surveys(APWA) The Contractor shall coordinate his work with the Surveyor The Engineer shall furnish to the Contractor one time only, or and perform his operations in a manner to protect all survey stakes Contractor supplied surveyor will provide as needed, all principal from harm. The Contractor shall inform the Surveyor of the lines, grades, and measurements the Engineer deems necessary for Contractor's intent to remove any survey stakes and/or points ' completion of the Work. These shall generally consist of one initial before physically removing them. set of: The surveyor shall be responsible for maintaining As-Built 1. Slope stakes for establishing grading, records for the project. The Contractor shall coordinate his 2. Curb grade stakes, operations and assist the Surveyor in maintaining accurate As-Built ' 3. Centerline finish grade stakes for pavement sections records for the project. wider than 25 feet, and If the Contractor and Surveyor fail to provide, as directed by 4. Offset points to establish line and grade for underground the Engineer and/or these plans and specifications, accurate As- ' utilities such as water, sewers, and storm drains (with offsets, 50' Built records and other work the Engineer deems necessary, the max interval). Engineer may elect to$rovide at Contractor expense, a surveyor to On alley construction projects with minor grade changes, the provide all As-Built records and other work as directed by the Engineer or Contractor supplied surveyor shall provide offset hubs Engineer. The Engineer shall deduct expenses incurred by the on one side of the alley to establish the alignment and grade. Alleys Engineer-supplied surveying from moneys owed to the Contractor. , Page-SP-4 Revision Date:May 19, 1997 ' 1-05 Control of Work 1-05 Control of Work Payment per Section 1-04.1 for all work and materials provided by this Section nor shall the exercise of this right diminish required for the full and complete survey work required to the Contracting Agency's right to pursue any other avenue for complete the project and as-built drawings-shall be included in the additional remedy or damages with respect to the Contractor's lump sum price for "Contractor Supplied Surveying." failure to perform the Work as required. 1-05.5(55) Contractor Provided As-Built Information SECTION 1-05.10 IS SUPPLEMENTED BY ADDING THE FOLLOWING: It shall be the contractors responsibility to record the location 1-05.10 Guarantees (APWA, RCZ prior to the backfilling of the trenches by centerline station, offset, and depth below pavement of all existing utilities uncovered or If within one year after the Acceptance Date of the Work by crossed during his work as covered under this project. the Contracting Agency, defective and unauthorized Work is It shall be the contractors responsibility to have his surveyor discovered, the Contractor shall promptly, upon written order by locate by centerline station offset and elevation each major item of the Contracting Agency, return and in accordance with the work done under this contract per the survey standard of Section 1- Engineer's instructions, either correct such Work, or if such Work I I. Major items of work shall include but not be limited to: has been rejected by the Engineer, remove it from the Project Site Manholes Catch basins and Inlets Valves, vertical and and replace it with non defective and authorized Work, all without Horizontal Bends Junction boxes Cleanouts, Side Sewers, Street cost to the Contracting Agency. If the Contractor does not Lights & Standards Hydrants Major Changes in Design Grade, promptly comply with the written order to correct defective and Vaults Culverts Signal Poles, Electrical Cabinets. unauthorized Work, or if an emergency exists, the Contracting After the completion of the work covered by this contract, the Agency reserves the right to have defective and unauthorized Work contractors surveyor shall provide to the City the hard covered corrected or removed and replaced pursuant to Section 1-05.8 field book(s) containing the as-built notes and one set of white "Owner's Right to Correct Defective and Unauthorized Work." prints of the project drawings upon which he has plotted the notes The Contractor agrees the above one year limitation shall not of the contractor locating existing utilities, and one set of white exclude or diminish the Contracting Agency's rights under any law prints of the project drawings upon which he has plotted the as- to obtain damages and recover costs resulting from defective and built location of the new work as he recorded in the field book(s). unauthorized work discovered after one year but prior to the This drawing shall bear the surveyors seal and signature certifying expiration of the legal time period set forth in RCW 4.16.040 it's accuracy. limiting actions upon a contract in writing, or liability expressed or All costs for as-built work shall be included in the contract implied arising out of a written agreement. item "Contractor Supplied Surveying." The Contractor shall warrant good title to all materials, supplies and equipment purchased for, or incorporated in the THE VACANT SECTION 1-05.8 IS REPLACED BY. Work. Nothing contained in this paragraph, however, shall defeat 1-05.8 Contracting Agency's Right to Correct or impair the right of persons furnishing materials or labor, to Defective and Unauthorized Work (APWA) recover under any bond given by the Contractor for their protection or any rights under any law permitting such persons to If the Contractor fails to remedy defective or unauthorized look to funds due the Contractor in the hands of the Contracting work within the time specified in a written notice from the Agency. Engineer, or fails to perform any part of the Work required by the The provisions of this paragraph shall be inserted in all Contract Documents the Engineer may correct and remedy such subcontracts and material contracts and notice of its provisions work as may be identified in the written notice, by such means as shall be given to all persons furnishing materials for the Work the Engineer may deem necessary, including the use of Contracting when no formal contract is entered into for such materials. Agency forces. Section 1-05.11 is deleted and the first two sentences of the If the Contractor fails to comply with a written order to fourth paragraph of section 1-08.9 is deleted and replaced by the remedy what the Engineer determines to be an emergency following: situation the Engineer may have the defective and unauthorized 1-05.11 Final Inspection (APWA) Work corrected immediately, have the rejected Work removed and replaced or have Work the Contractor refuses to perform completed by using Contracting Agency or other forces. An 1-05.11(l) Substantial Completion Date (APWA) emergency situation is any situation which, in the opinion of the When the Contractor considers the work to be substantially Engineer, a delay in its remedy could be potentially unsafe, or complete the Contractor shall so notify the Engineer and request might cause serious risk of loss or damage to the public. the Engineer establish the Substantial Completion Date. To be Direct or indirect costs incurred by the Contracting Agency considered substantially complete the following conditions must be attributable to correcting and remedying defective or unauthorized met: Work or Work the Contractor failed or refused to perform, shall 1 The Contracting Agency must have full and unrestricted be paid by the Contractor. Payment will be deducted by the use and benefit of the facilities both from the operational and Engineer from monies due or to become due, the Contractor. Such safety standpoint. direct and indirect costs shall include in particular, but without 2 Only minor incidental work replacement of temporary_ limitation compensation for additional professional services substitute facilities or correction or repair work remains to reach required and costs for repair and replacement of work of others physical completion of the work. destroyed or damaged by correction removal, or replacement of The Contractor's request shall list the specific items of work the Contractor's unauthorized work. in subparagraph two above that remains to be completed in order to No adjustment in contract time or compensation will be reach physical completion The Engineer may also establish the allowed because of the delay in the performance of the Work Substantial Completion Date unilaterally. attributable to the exercise of the Contracting Agency's rights Page-SP-5 Revision Date:May 19, 1997 1-05 Control of Work 1-05 Control of Work ' If, after this inspection, the Engineer concurs with the Completion Date cannot be established until testing and corrections Contractor that the Work is substantially complete and ready for its have been completed to the satisfaction of the Engineer, intended use, the Engineer, by written notice-to the Contractor, The costs for power, gas, labor, material will set the Substantial Completion Date. If, after this inspection everything else needed to successfully complete operational testing the Engineer does not consider the Work substantially complete and shall be included in the various contract prices related to the system ready for its intended use, the Engineer will, by written notice, so being tested, unless specifically set forth otherwise in the Bid notify the Contractor giving the reasons therefor. Form. ' Upon receipt of written notice concurring in or denying Operational and test periods, when required by the Engineer substantial completion, whichever is applicable, the Contractor shall not affect a manufacturer's guaranties or warranties furnished shall pursue vigorously, diligently and without unauthorized under the terms of the Contract. interruption, the Work necessary to reach Substantial and Physical SECTION I-05.12 IS DELETED AND REPLACED WITH THE ' Completion. The Contractor shall provide the Engineer with a FOLLOWING: revised schedule indicating when the Contractor expects to reach substantial and physical completion of the work. 1-05.12 Final Acceptance (APWA) , The above process shall be repeated until the Engineer The Contractor must perform all the obligations under the establishes the Substantial Completion Date and the Contractor Contract before the Completion Date can be established A considers the work physically complete and ready for Final Certificate of Completion for the Work issued by the Contracting Inspection. Agent will establish the Completion Date and certify the Work as 1-05.11(2) Final Inspection Date (APWA) complete. The Final Contract Price may then be calculated The When the Contractor considers the Work physically complete following must occur before the Completion Date can be and ready for Final Inspection, the Contractor by Written Notice, established and the Final Contract Price calculated: , shall request the Engineer to schedule a final inspection. The 1. The physical work on the project must be complete Engineer will set a date for Final Inspection. The Engineer and the 2. The Contractor must furnish all documentation required Contractor will then make a Final Inspection and the Engineer will by the Contract and required by law, necessary to allow the notify the Contractor in writing of all particulars in which the Final Contracting Agency to certify the Contract as complete. Inspection reveals the Work incomplete or unacceptable. The A Certificate of Completion for the Work signed by the Contractor shall immediately take such corrective measures as are Contracting Agency, will constitute acceptance of the Work. The necessary to remedy the listed deficiencies. Corrective work shall issuance of this Certificate of Completion will not constitute be pursued vigorously, diligently, and without interruption until acceptance of unauthorized or defective work or material. , physical completion of the listed deficiencies. This process will Failure of the Contactor to perform all of the Contractor's continue until the Engineer is satisfied the listed deficiencies have obligations under the Contract shall not bar the Contracting Agency been corrected. from unilaterally certifying the Contract complete so the Engineer ' If action to correct the listed deficiencies is not initiated within may calculate a Final Contract Price as provided in Section 1-09.9. 7 days after receipt of the Written Notice listing the deficiencies, SECTION I-05.13 IS SUPPLEMENTED BY REVISING the Engineer may, upon Written Notice to the Contractor, take PARAGRAPH 7 TO READ: whatever steps are necessary to correct those deficiencies pursuant ' to Section 1-05.8. 1-05.13 Superintendents, Labor, and Equipment of Upon correction of all deficiencies, the Engineer will notify Contractor (APWA) the Contractor and the Contracting Agency, in writing, of the date Whenever the Contracting Agency evaluates the Contractor's upon which the Work was considered physically complete. That date shall constitute the Physical completion date of the Contract, will alificatise pursuant to Section 1-02.1,the Contracting Agency but shall not imply all the obligations of the Contractor under the tLer take these performance und@; RGAF =.18070. it will Contract have been fulfilled, terse-reports into account. SECTION 1-05 IS SUPPLEMENTED BY ADDING THE 1-05.11(3) Operational Testing (APWA) FOLLOWING NEW SECTIONS. It is the intent of the Contracting Agency to have at the Completion Date a complete and operable system. Therefore when 1-05.16 Water and Power (APWA) the Work involves the installation of machinery or other The Contractor shall make necessary arrangements, and shall mechanical equipment; street lighting, electrical distribution or bear the costs for power and water necessary for the performance signal systems; buildings; or other similar work it may be desirable of the Work. for the Engineer to have the Contractor operate and test the Work ' for a period of time after final inspection but prior to the Physical 1-05.17 Oral Agreements (APWA) Completion Date. Whenever items of work are listed in the Contract Provisions for operational testing they shall be fully tested No oral agreement or conversation with any officer, agent, or under operating conditions for the time period specified to ensure employee of the Contracting Agency, either before or after ' their acceptability prior to the Physical Completion Date. During execution of the contract, shall affect or modify any of the terms or and following the test period,the Contractor shall correct any items obligations contained in any of the documents comprising the of workmanship, materials, or equipment which proves faulty, or contract. Such oral agreement or conversation shall be considered that are not in first class operating condition. Equipment, electrical as unofficial information and in no way binding upon the controls, meters, or other devices and equipment to be tested Contracting Agency, unless subsequently put in writing. during this period, shall be tested under the observation of the Engineer, so that the Engineer may determine their suitability for thepurpose for which they were installed. The Physical ' Page-SP-6 Revision Date:May 19, 1997 ' 1-06 Control of Material 1-07 Legal Relations and Responsibilities to the Public 1-06 Control of Material its payment if the Contractor bases a bid on a misunderstood tax liability. The Contractor shall include all Contractor-paid taxes in the SECTION I-06.02(2) IS SUPPLEMENTED BY ADDING THE unit bid prices or other contract amounts. In some cases, however, FOLLOWING: state retail sales tax will not be included. Section 1-07.2(3) describes this exception. 1-06.2(2) Statistical Evaluation of Materials for The Contracting Agency will pay the retained percentage only Acceptance if the Contractor has obtained from the Washington State UNLESS STATED OTHERWISE IN THE SPECIAL Department of Revenue a certificate showing that all contract- PROVISIONS STATISTICAL EVALUATION WILL NOT BE related taxes have been paid (RCW 60.28.050). The Contracting USED BY THE CITY OF RENTON. Agency may deduct from its payments to the Contractor any amount the Contractor may owe the Washington State Department 1-07 Legal Relations and Responsibilities to of Revenue, whether the amount owed relates to this contract or the Public not. Any amount so deducted will be paid into the proper State fund. SECTION 1-07.1 IS SUPPLEMENTED BY ADDING THE 1-07.2(2) State Sales Tax-Rule 171(APWA) FOLLOWING: WAC 458-20-171, and its related rules, apply to building, 1-07.1 Laws to be Observed (APWA) repairing or improving streets, roads, etc., which are owned by a municipal corporation, or political subdivision of the state, or by The Contractor shall indemnify, defend and save harmless the the United States and which are used primarily for foot or Contracting Agency (including any agents officers, and vehicular traffic. This includes storm or combined sewer systems employees) against any claims that may arise because the within and included as a part of the street or road drainage system Contractor(or any employee of the Contractor or subcontractor or and power lines when such are part of the roadway lighting system. materialman) violated a legal requirement. For work performed in such cases, the Contractor shall include In cases of conflict between different safety regulations, the Washington State Retail Sales Taxes in the various unit Bid Item more stringent regulation shall apply. prices or other contract amounts, including those that the The Washington State Department of Labor and Industries Contractor pays on the purchase of the materials, equipment, or shall be the sole and paramount administrative agency responsible supplies used or consumed in doing the work. for the administration of the provisions of the Washington Industrial Safety and Health Act of 1973 (WISHA). 1-07.2(3) State Sales Tax-Rule 170 (APWA) The Contractor shall maintain at the Project Site office, or WAC 458-20-170 and its related rules, apply to the other well known place at the Project Site all articles necessary for constructing and repairing of new or existing buildings, or other providing first aid to the injured The Contractor shall establish, structures upon real property.. This includes but is not limited to publish I and make known to all employees procedures for ensuring the construction of streets roads highways etc., owned by the immediate removal to a hospital or doctor's care persons, State of Washington; water mains and their appurtenances; sanitary including employees who may have been injured on the Project sewers and sewage disposal systems unless such sewers and Site Employees should not be permitted to work on the Project disposal systems are within and a part of a street or road drainage Site before the Contractor has established and made known system; telephone telegraph electrical power distribution lines, or procedures for removal of injured persons to a hospital or a other conduits or lines in or above streets or roads, unless such doctor's care. power lines become a part of a street or road lighting system; and The Contractor shall have sole responsibility for the safety, installing or attaching of any article of tangible personal property in efficiency and adequacy of the Contractor's plant appliances, and or to real property, whether or not such personal property becomes methods and for any damage or injury resulting from their failure, a part of the realty by virtue of installation. or improper maintenance use or operation. The Contractor shall For work performed in such cases the Contractor shall collect be solely and completely responsible for the conditions of the from the Contracting Agency, retail sales tax on the full contract Project Site including safety for all persons and property in the price The Contracting Agency will automatically add this sales performance of the work This requirement shall apply tax to each payment to the Contractor. For this reason, the continuously, and not be limited to nonnal working hours. The Contractor shall not include the retail sales tax in the unit Bid Item required or implied duty of the Engineer to conduct construction prices or in any other contract amount subject to Rule 170, with review of the Contractor's performance does not and shall not, be the following exception. intended to include review and adequacy of the Contractor's safety Exception: The Contracting Agency will not add in sales tax measures in on or near the Project Site. for a payment the Contractor or a subcontractor makes on the purchase or rental of tools machinery, equipment or consumable SECTION 1-07.2 IS DELETED AND REPLACED BY THE supplies not integrated into the project. Such sales taxes shall be FOLLOWING: included in the unit Bid Item prices or in any other contract 1-07.2 State Sales Tax (APWA) amount. 1-07.2(4) Services (APWA) 1-07.2(1) GENERAL (APWA) The Contractor shall not collect retail sales tax from the The Washington State Department of Revenue has issued Contracting Agency on any contract wholly for professional or special rules on the state sales tax. Sections 1-07.2(1) through 1- other services (as defined in State Department of Revenue Rules 07.2(4) are meant to clarify those rules. The Contractor should 138 and 224). contact the Washington State Department of Revenue for answers to questions in this area The Contracting Agency will not adjust l; Page-SP-7 Revision Date:May 19, 1997 1-07 Legal Relations and Responsibilities to the Public 1-07 Legal Relations and Responsibilities to the Public ' SECTION 1-07.5(2) IS SUPPLEMENTED BY REVISING THE turbidity shall not exceed 5 NTU over background turbidity when TITLE AND SENTENCE 2, PARAGRAPH 2 TO READ: the background turbidity is 50 NTU or less, or have more than a 10 1-07.5(2) State Department of Fish and Wildlifes-ef percent increase in turbidity when the background turbidity is more ' than 50 NTU; for other classes of waters refer to WAC 173-201- (APWA, SA) 045. If the work in (1) through (3) above differs little from what The term turbidity means the optical property of sample the contract requires, the Contracting Agency will measure and pay demonstrating the scattering and absorption of light caused by , for it at unit contract prices. But if contract items do not cover suspended material as expressed in Nephelometric Turbidity Units those areas, the Contracting Agency will pay pursuant to Section 1- and measured with a calibrated turbidimeter. 09.4. Discharges to a State waterway caused by aggregate washing ' drainage from aggregate pit sites, and stockpiles or de watering of pits and excavations shall not increase the existing turbidity of the receiving waters. SECTION 1-07) IS SUPPLEMENTED BY ADDING THE Turbid water from the Project Site shall be treated before , FOLLOWING NEW SECTION: being discharged into stream or other State waters. Turbidity may be removed by the use of lagoons or holding ponds settling basins 1-07.11(11) City of Renton Affidavit of Compliance overflow weir, polymer water treatment discharging to ground C) surface, by percolation, evaporation or by passing through gravel ' Each Contractor, Subcontractor, Consultant, and or Supplier sand or fiber filters. shall complete and submit a copy of the "City of Renton Fair 2. Erosion Control: Temporary erosion control shall be Practices Policy Affidavit of Compliance". A copy of this exercised by minimizing exposed areas and slopes until permanent document will be bound in the bid documents. measures are effective. The minimum exposed area and slopes will ' be defined in the Special Provisions. Plastic sheet covering shall be placed over exposed ground areas to protect from rain erosion SECTION 1-07.13(1)IS SUPPLEMENTED AS FOLLOWS. Other alternative methods for erosion control under certain 1-07.13(1) General (RC) situations may include netting,mulching with binder, and seeding Should rutting and erosion occur the Contractor shall be During unfavorable weather and other conditions, the responsible for restoring damaged areas and for clean-up of eroded contractor shall pursue only such portions of the work as shall not material including that in ditches, catch basins manholes and ' be damaged thereby. culverts and other pipes. No portion of the work whose satisfactory quality or 3. Chlorine Residual: Water containing chlorine residual efficiency will be affected by unfavorable conditions shall be shall not be discharged directly into storm drains streams or State constructed while these conditions exist, unless by special means or waters. Chlorine water may be discharged into sanitary sewers or ' precautions acceptable to the engineer, the contractor shall be able disposed on land for perculation. Chlorine residual may be reduced to overcome them. chemically with a reducing agent such as sodium thiosulphate Water shall be periodically tested for chlorine residual. SECTION 1-07.14 (APWA) IS SUPPLEMENTED BY 4. Vehicle and Equipment Washing: Water used for ' REVISING ALL REFERENCES TO "STATE, COMMISSION washing vehicles and equipment shall not be allowed to enter storm SECRETARY" OR "STATE" TO READ "CONTRACTING drains, streams or other State waters unless separation of petroleum AGENCY." products, fresh concrete products or other deleterious material is accomplished prior to discharge. Detergent solution may be SECTION 1-07.15 IS REVISED AND SUPPLEMENTED AS discharged into sanitary sewers or allowed to be held on the ground FOLLOWS: for percolation. A recirculation system for detergent washing is recommended. Steam cleaning units shall provide a device for oil , 1-07.15 Temporary Water Pollution Erosion Control separation, (APWA , RC) 5. Oil and Chemical Storage and Handling: Handling and If done according to the approved plan or the Engineer's storage of oil and chemicals shall not take place adjacent to orders, temporary water pollution/erosion control work will be waterways. The storage shall be made in dike tanks and barrels with drip pans provided under the dispensing area. Shut-off and measured and paid for pursuant to Section .1-0fl,41-04.1 through lock valves shall be provided on tanks. Shut-off nozzles shall be the lump sum item for "Temporary Water Pollution/Erosion provided on hoses. Oil and chemicals shall be dispensed only Control.: during daylight hours unless the dispensing area is properly lighted. ' If no pay item appears in the contract for "Temporary Water Pollution/Erosion Control" then all labor, materials, tools and Disposal of waste shall not be allowed on oil and chemical spills. Fencing shall be provided around oil storage. Locks shall be equipment used to complete the work shall be considered incidental provided on valves, pumps, and tanks. to other pay items in the Contract and no further compensation shall be made. 6. Sewage: If a sanitary sewer line is encountered and repair ' or relocation work is required, the Contractor shall provide In addition to other requirements in the Contract Documents blocking and sealing of the sanitary sewer line. Sanitary sewer flow this temporary work shall include, but is not limited to, the shall be pumped out, collected, and hauled by tank truck or following water quality considerations: pumped directly to a sanitary system manhole for discharge. The ' 1. Turbid Water Treatment Before Discharge: existing sewers shall be maintained by the Contractor without Determination of turbidity in surface waters shall be at the interruption of service by the use of temporary sewer bypasses. In discretion of the Engineer; for Lake Class Receiving Waters addition, the excavated materials adjacent to and around a rupture turbidity shall not exceed 5 NTU (Nephelometric Turbidity Units) of a sanitary sewer line shall be removed from the Project Site and ' over background conditions; for Class AA and Class A Waters t. Page-SP-8 Revision Date:May 19, 1997 , 1-07 Legal Relations and Responsibilities to the Public 1-07 Legal Relations and Responsibilities to the Public deposited into refuse trucks for haul to a sanitary fill site. other temporary obstacles shall be removed by the contractor and Equipment and tools in contact with the above materials shall be immediately replace, after the trench is backfilled, in their original washed by pressure water lines and die attendant wash water position. The contractor shall notify the Contracting Agenc and discharged into a sanitary sewer line for transmission to a sewage property Owner at least 24 hours in advance of any work done on treatment plant. easements or rights-of-way. Damage to existing structures outside of easement areas 1-07.16 Protection and Restoration of Property that may result from dewatering and/or other construction activity SECTION 1-07.16(1) IS SUPPLEMENTED BY ADDING THE under this contract shall be restored to their original condition or FOLLOWING: better. The original condition shall be established by photographs taken and/or inspection made prior to construction. All such work 1-07.16(1) Private/Public Property (RC) shall be done to the satisfaction of the property Owners and the The Contracting Agency will obtain all easements and Contracting Agency at the expense of the contractor. franchises required for the project. The contractor shall limit his D. Streets. The contractor will assume all responsibility of operation to the areas obtained and shall not trespass on private restoration of the surface of all streets (traveled ways) used by him property. if damaged. The Contracting Agency may provide certain lands, as In the event the contractor does not have labor or material indicated in connection with the work under the contract together immediately available to make necessary repairs, the contractor with the right of access to such lands. The contractor shall not shall so inform the Contracting Agency. The Contracting Agency unreasonably encumber the premises with his equipment or will make the necessary repairs and the cost of such repairs shall be materials. paid by the contractor. The contractor shall provide, with no liability to the The contractor is responsible for identifying and Contracting Agency, any additional land and access thereto not documenting any damage that is pre-existing or caused by shown or described that may be required for temporary others.Restoration of excavation in City streets shall be done in construction facilities or storage of materials. He shall construct accordance with the City of Renton Trench Restoration all access roads detour roads or other temporary work as required Requirements, which is available at the Public Works Department by his operations. The contractor shall confine his equipment, Customer Services counter on the 4th floor, Renton Municipal storage of material and operation of his workers to those areas Building,200 Mill Avenue South. shown and described and such additional areas as he may provide. SECTION 1-07.17 IS SUPPLEMENTED BY ADDING: A. General. All construction work under this contract on easements right-of-way, over private property or franchise, shall be 1-07.17 Utilities and Similar Facilities (APWA, RC) confined to the limits of such easements, right-of-way or franchise. All work shall be accomplished so as to cause the least amount of In addition to the other requirements pursuant to RCW disturbance and a minimum amount of damage. The contractor 19.122 an act relating to underground utilities and prescribing shall schedule his work so that trenches across easements shall not penalties, the Contractor shall: be left open during weekends or holidays and trenches shall not be 1. call the utilities underground location center for field open for more than 48 hours. location of the utilities; B. Structures. The contractor shall remove such existing Call Before You Dig structures as may be necessary for the performance of the work and, if required shall rebuild the structures thus removed in as good a The 48 Hour Locators condition as found. He shall also repair all existing structures which may be damaged as a result of the work under this contract. 1-800-424-5555 C. Easements. Cultivated areas and other surface improvements. All cultivated areas either agricultural or lawns,and and other surface improvements which are damaged by actions of the 2 not begin excavation until all known underground contractor shall be restored as nearly as possible to their original facilities in the vicinity of the proposed excavation have been condition. located and marked. Prior to excavation on an easement or private right-of- Location and dimensions shown on the Plans for existing way, the contractor shall strip top soil from the trench or facilities are in accordance with available information without construction area and stockpile it in such a manner that it may be uncovering measuring or other verification. If_a utilitv is known replaced by him, upon completion of construction. Ornamental or suspected of having underground facilities within the area of the trees and shrubbery shall be carefully removed with the earth proposed excavation, and that utility is not a subscriber to the surrounding their roots wrapped in burlap and replanted in their utilities underground location center then the Contractor shall give original positions within 48 hours. individual notice to that utility. All shrubbery or trees destroyed or damaged, shall be If in the prosecution of the work it becomes necessary to replaced by the contractor with material of equal quality at no interrupt existing surface drainage sewers underdrarns, conduit, additional cost to the Contracting Agency. In the event that it is utilities similar underground structures or parts thereof, the necessary to trench through any lawn area, the sod shall be contractor shall be responsible for and shall take all necessary carefully cut and rolled and replaced after the trenches have been precautions to protect and provide temporary services for same. backfilled. The lawn area shall be cleaned by sweeping or other The contractor shall at his own expense repair all damage to means,of all earth and debris. such facilities or gructures due to this construction operation to the satisfaction of the City; except for City owned facilities which will The contractor shall use rubber wheel equipment similar to the small tractor-type backhoes used by side sewer contractors for be repaired by the utility department at contractor's expense, or by the contractor as directed by the City. all work including excavation and backfill, on easements or rights- of-way which have lawn areas. All fences, markers, mail boxes, or t. Page-SP-9 Revision Date:May 19, 1997 1-07 Legal Relations and Responsibilities to the Public 1-07 Legal Relations and Responsibilities to the Public ' SECTION I-07.18 IS DELETED AND REPLACED BY THE and shall be cause for immediate termination of the contract at the FOLLOWING: option of the City. The Contractor shall obtain and maintain the minimum 1-07.18 Public Liability and Property Damage insurance coverage set forth below. By requiring such minimum Insurance (RCS insurance, the City of Renton shall not be deemed or construed to State Amendment to 1-07.18 is not used. Renton uses the have assessed the risks that may be applicable to the Contractor. , following: The Contractor shall assess its own risks and if it deems appropriate and/or prudent, maintain higher limits and/or broader SECTION 1-07.18(1)IS REPLACED WITH THE FOLLOWING: coverage. Coverage shall include: ' 1-07.18(1) General (RC) (1) Commercial General Liability - ISO 1993 Form or The contractor shall obtain and maintain in full force and equivalent. Coverage will be witten on an occurrence basis effect, from the Contract Execution Date to the Completion Date, and include: public liability and property damage insurance with an insurance • Premises and Operations (including CG2503• General ' company(ies) or through sources approved by the State Insurance Aggregate to apply per project, if applicable). Commissioner pursuant to RCW 48. • Explosion, Collapse and Underground Hazards The Contractor shall not begin work under the Contract until • Products/Completed Operations the required insurance has been obtained and approved by the • Contractual Liability (including Amendatory ' Contracting Agency. Insurance shall provide coverage to the Endorsement CG 0043 or equivalent which includes Contractor, all subcontractors, Contracting Agency and the defense coverage assumed under contract) Contracting Agency's consultant. The coverage shall protect • Broad Form Property Damage against claims for bodily injuries, personal injuries, including • Independent Contractors accidental death, as well as claims for property damages which • Personal/Advertising Injury may arise from any act or omission of the Contractor or the • Stop Gap Liability subcontractor, or by anyone directly or indirectly employed by (2) Automobile Liability including all either of them. • Owned Vehicles If warranted work is required the Contractor shall provide the • Non-Owned Vehicles City proof that insurance coverage and limits established under the • Hired Vehicles term of the Contract for work are in full force and effect during the (3) Workers' Compensation period of warranty work. • Statutory Benefits (Coverage A) - Show Washington The Contracting Agency may request a copy of the actual Labor&Industries Number declaration pages(s) for each insurance policy effecting coverage(s) (4) Umbrella Liability(when necessary) required on the contract prior to the date work commences.Failure • Excess of Commercial General Liability and of the Contractor to fully comply during the term of the Contract Automobile Liability. Coverage should be as broad as with the requirements described herin will be considered a material primary. breach of contract and shall be caused for immediate termination of (5) Professional Liability - (whenever the work under this the Contract at the option of the Contracting Agency. Contract includes Professional Liability, (i.e.architectural, SECTION 1-07.18(2)IS REPLACED WITH THE FOLLOWING: engineering, advertising, or computer programming) the CONTRACTOR shall maintain professional liability 1-07.18(2) Coverages (RC) covering wrongful acts, errors and/or omissions of the As part of the response to this proposal, the Contractor shall CONTRACTOR for damage sustained by reason of or in submit a completed City of Renton Insurance Information .form the course of operations under this Contract. which details specific coverage and limits for this contract. All coverage provided by the Contractor shall be in a form (6) The Contracting Agency reserves the right to request and/or and underwritten by a company acceptable to the Contracting require additional coverages as may be appropriate based on Agency. The City requires that all insurers: work performed(i.e. pollution liability). 1) Be licensed to do business within the State of Washington. CONTRACTOR shall Name CITY OF RENTON, and its 2) Coverage to be on an "occurrence" basis (Professional officers, officials, agents, employees and volunteers as Additional Liability and Pollution coverage are acceptable when Insured (LSO Form CG 2010 or equivalent). The CONTRACTOR written on a claims-made basis). The City may also require shall provide CITY OF RENTON Certificates of Insurance.prior proof of professional liability coverage be provided for up to commencement of work. The City reserves the right to request to two(2)years after the completion of the project. copies of insurance policies, if at their sole discretion it is deemed ' 3) The City may request a copy of the actual declaration appropriate. Further, all policies of insurance described above page(s) for each insurance policy affecting coverage(s) shall: required by the Contract prior to the date work commences. 1) Be on a primary basis not contributory with any other 4) Possess a minimum A.M. Best rating of AVII (A rating of insurance coverage and/or self-insurance carried by CITY , A XII or better is preferred.) If any insurance carrier OF RENTON. possesses a rating of less than AVII, the City may make an 2) Include a Waiver of Subrogation Clause. exception. 3) Severability of Interest Clause (Cross Liability) The City reserves the right to approve the security of the insurance coverage provided by the insurance company(ies), terms, 4) Policy may nqt be non-renewed canceled materially conditions, and the Certificate of Insurance. Failure of the changed or altered unless forty-five (45) days prior written Contractor to fully comply during the term of the contract with notice is provided to CITY OF RENTON. Notification these requirements will be considered a material breach of contract shall be provided to CITY OF RENTON by certified mail. to Page-SP-10 Revision Date:May 19, 1997 1-07 Legal Relations and Responsibilities to the Public 1-07 Legal Relations and Responsibilities to the Public REPLACE SUPPLEMENTAL SPECIFICATION SECTION 1- no obligation or liability of any kind upon the_ 07.18(3) 'LIMITS' WITH THE FOLLOWING: company, its agents or representatives". 1-07.18(3) Limits (RC) c. Amend the cancellation clause to state: "Policy may LIMITS REQUIRED not be non-renewed, canceled or materially changed or Providing coverage in these stated amounts shall not be altered unless 45 days prior written notice is provided construed to relieve the contractor from liability in excess of to the City". Notification shall be provided to the City such limits. The CONTRACTOR shall carry the following by certified mail. limits of liability as required below: For Professional Liability coverage only, instead of the Commercial General Liability cancellation language specified above, the City will accept a General Aggregate* $2,000,000** written agreement that the consultant's broker will provide the Products/Completed Operations $2,000,000** required notification. Aggregate Each Occurrence Limit $1,000,000 SECTION 1-07.20 IS REVISED AS FOLLOWS. Personal/Advertising injury $1,000,000 Fire Damage(Any One Fire) $50,000 1-07.20 Patented Devices, Materials, and Processes Medical Payments(Any One Person) $5,000 A( PWA) * Stop Gap Liability $1,000,000 The Contractor shall assume all costs arising from the use of General Aggregate to apply per project (ISO Form CG2503 or equivalent) patented devices, materials, or processes used on or incorporated in **Amount may vary based on project risk the work, and agrees to indemnify, defend, and save harmless Automobile Liability The Contracting Agency, and their Bodily Injury/Property Damage $1,000,000 duly authorized agents and employees from all actions of any (Each Accident) nature for, or on account of the use of any patented devices, Workers'Compensation materials, or processes. Statutory Benefits-Coverage A Variable (Show Washington Labor and Industries Numbe r) SECTION 1-07.22 IS SUPPLEMENTED BY THE FOLLOWING: Umbrella Liability 1-07.22 Use of Explosives (APWA) Each Occurrence Limit $1,000,000 General Aggregate Limit $1,000,000 Explosives shall not be used without specific authority of the Products/Completed Operations $1,000,000 Engineer, and then only under such restrictions as may be required Aggregate by the proper authorities. Explosives shall be handled and used in Professional Liability(If required) strict compliance with WAC 296-52 and such local laws, rules and Each Occurrence/Incident/Claim $1.000,000 regulations that may apply. The individual in charge of the blasting Aggregate $2,000,000 shall have a current Washington State Blaster Users License. The City may require the CONTRACTOR to keep The Contractor shall obtain, comply with, and pay for such professional liability coverage in effect for up to two (2) years after permits and costs as are necessary in conjunction with blasting completion of the project. operations. The Contractor shall promptly advise the CITY OF RENTON When the use of explosives is necessary for the prosecution of in writing in the event any general aggregate or other aggregate the Work the Contractor's insurance shall contain a special clause limits are reduced. At their own expense, the CONTRACTOR permitting the blasting. will reinstate the aggregate to comply with the minimum limits and 1-07.23 Public Convenience and Safety requirements as stated in Section 1-07.18(3) and shall furnish the CITY OF RENTON a new Certificate of Insurance showing such SECTION 1-07.23(I) IS SUPPLEMENTED BY ADDING THE coverage is in force. FOLLOWING PARAGRAPH SECTION 1-07.18(4) IS REPLACED WITH THE FOLLOWING 1-07.23(1) Construction Under Traffic (RC) SUPPLEMENTAL SPECIFICATION 'EVIDENCE OF The contractor shall be responsible for controlling dust and INSURANCE': mud within the project limits and on any street which is Within 20 days of award of the contract the CONTRACTOR utilized by his equipment for the duration of the proiect. shall provide evidence of insurance by submitting to the The contractor shall be prepared to use watering trucks, CONTRACTING AGENCY the following: power sweepers and other pieces of equipment as deemed 1) City of Renton Insurance Information Form (attached necessary by the engineer, to avoid creating a nuisance. herein) without modification. Dust and mud control shall be considered as incidental to 2) Certificate of Insurance (Accord Form 25s or equivalent) the project and no compensation will be made for this conforming to items as specified in Sections 1-07.18(1), 1- section. 07.18(2) and 1-07.18(3). as revised above. Other requirements are as follows: Complaints of dust mud or unsafe practices and/or property damage to private Ownership will be transmitted a. Strike the following or similar wording: "This to the contractor and prompt action in correcting them will Certificate is issued as a matter of information only be required by the contractor. and confers no rights upon the Certificate Holder"; b. Strike the wording regarding cancellation notification to the City: "Failure to mail such notice shall impose Page-SP-11 Revision Date:May 19, 1997 1-08 Prosecution and Progress 1-08 Prosecution and Progress ' SECTION 1-07.24 IS DELETED AND REPLACED BY THE SECTION 1-07.26 (APWA) IS REVISED BY CHANGING ALL FOLLOWING: I REFERENCES TO "COMMISSION, THE SECRETARY" OR I 1-07.24 Rights of Way (APWA) "STATE"TO READ "CONTRACTING AGENCY." SECTION 1-07.27 (APWA) IS REVISED BY CHANGING Street right of way lines, limits of easements, and limits of ALL REFERENCES TO "STATE" OR "SECRETARY" TO construction permits are indicated on the Drawings. The READ "CONTRACTING AGENCY." , Contractor's construction activities shall be confined within these limits, unless arrangements for use of private property are made. Generally, the Contracting Agency will have obtained, prior 1-08 Prosecution and Progress to Bid opening, all rights of way and easements, both permanent ' and temporary, necessary for carrying out the completion of the SECTION 1-08.1 IS DELETED AND REPLACED BY THE Work. Exceptions to this are noted in the Contract Documents or FOLLOWING: brought to the Contractor's attention by a duly issued Addendum. 1-08.1 Preliminary Matters (APWA) ' 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 1-08.1(1) Preconstruction Conference (APWA) obtained by the Contracting Agency from the owner of the private The Engineer will furnish the Contractor with up to 10 copies , property. Copies of the easement agreements are included in the of the Contract Documents. Additional documents may be Contract Provisions or made available to the Contractor as soon as furnished upon request at the cost of reproduction. Prior to practical after they have been obtained by the Engineer. undertaking each part of the Work the Contractor shall carefully Whenever easements or rights of entry have not been acquired study and compare the Contract Documents and check and verify , prior to advertising, these areas are so noted on the Drawings. The pertinent figures shown therein and all applicable field Contractor shall not proceed with any portion of the Work in areas measurements. The Contractor shall promptly report in writing to where right of way, easements or rights of entry have not been the Engineer any conflict, error or discrepancy which the acquired until the Engineer certifies to the Contractor that the right Contractor may discover. of way or easement is available or that the right of entry has been After the Contract has been executed, but prior to the received. If the Contractor is delayed due to acts of omission on the Contractor beginning the Work, a preconstruction conference will part of the Contracting Agency in obtaining easements, rights of be held between the Contractor, the Engineer and such other entry or right of way, the Contractor will be entitled to an interested parties as may be invited. The purpose of the extension of time. The Contractor agrees that such delay shall not preconstruction conference will be: be a breach of contract. 1. To review the initial progress schedule; Each property owner shall be given 48 hours notice prior to 2. To establish a working understanding among the various entry by the Contractor. This includes entry onto easements and parties associated or affected by the Work; private property where private improvements must be adjusted. 3. To establish and review procedures for progress payment, The Contractor shall be responsible for providing, without notifications, approvals, submittals, etc.; expense or liability to the Contracting Agency, any additional land 4. To establish normal working hours for the Work; and access thereto that the Contractor may desire for temporary 5. To review safety standards and traffic control; and construction facilities, storage of materials, or other Contractor 6. To discuss such other related items as may be pertinent to needs. However, before using any private property, whether the Work. adjoining the Work or not, the Contractor shall file with the The Contractor shall prepare and submit at the preconstruction Engineer a written permission of the private property owner, and, meeting the following: upon vacating the premises, a written release from the property 1. A breakdown of all lump sum items; owner of each property disturbed or otherwise interfered with by 2. A preliminary schedule of working drawing submittals;and reasons of construction pursued under this contract. The statement 3. A list of material sources for approval if applicable. shall be signed by the private property owner, or proper authority 4. A Project Schedule. acting for the owner of the private property affected, stating that permission has been granted to use the property and all necessary 1-08.1(2) Subcontracting (APWA) permits have been obtained or, in the case of a release, that the Work done by the Contractor's own organization shall account restoration of the property has been satisfactorily accomplished. for at least 30 percent of the Awarded Contract Price. Before The statement shall include the parcel number, address,and date of computing this percentage, however, The Contractor may subtract signature. Written releases must be filed with the Engineer before (from the Awarded Contract Price) the costs of any subcontracted the Completion Date will be established. work on items the contract provisions specifically designates may be first excluded from the Awarded Contract Price. The Contractor shall not subcontract work regardless of tier unless the Engineer approves in writing. Each 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 requires the subcontractor to comply with Section 1-07.9 and to furnish all certificates submittals and statements required by the Contract_ Documents. Along with the request to sublet the Contractor shall submit the names of any contracting firms the subcontractor proposes to Page-SP-12 Revision Date:May 19, 1997 1-08 Prosecution and Progress 1-08 Prosecution and Progress use as lower tier subcontractors. Collectively, these lower tier Permission to work between the hours of 10:00 p.m and 7.00 subcontractors shall not do work that exceeds 25 percent of the a.m. during weekdays and between the hours of 10:00 p.m. and total amount subcontracted to a subcontractor. When a 9:00 a.m. on weekends or holidays may also be subiect to noise subcontractor is responsible for construction of a specific structure control requirements. Approval to continue work during these or structures, the following work may be performed by lower tier hours may be revoked at any time the Contractor exceeds the subcontractors without being subject to the 25 percent limitation: Contracting Agency's noise control regulations or complaints are 1. Furnishing and driving of piling, or received from the public or adjoining property owners regarding 2. Furnishing and installing concrete reinforcing and post- the noise from the Contractor's operations. The Contractor shall tensioning steel. Except for the 25 percent limit, lower tier have no claim for damages or delays should such permission be subcontractors shall meet the same requirements as revoked for these reasons. subcontractors. Permission to work Saturdays, Sundays, holidays or other The Engineer will approve the request only if satisfied with than the agreed upon normal straight time working hours Monday the proposed subcontractor's prior record, equipment, experience, through Friday may be given subject to certain other conditions set and ability to perform the work.Approval to subcontract shall not: forth by the Contracting Agency or Engineer. These conditions 1. Relieve the Contractor of any responsibility to carry out the may include but are not limited to: requiring the Engineer or such contract, assistants as the Engineer may deem necessary to be present during 2. Relieve the Contractor of any obligations or liability under the Work; requiring the Contractor to reimburse the Contracting the contract and the Contractor's bond, Agency for the cost of engineering salaries paid Contracting 3. Create any contract between the Contracting Agency and Agency employees who worked during such times; considering the the subcontractor, or Work performed on Saturdays and holidays as working days with 4. Convey to the subcontractor any rights against the regards to the Contract Time; and considering multiple work shifts Contracting Agency. as multiple working days with respect to Contract Time even The Contracting Agency will not consider as subcontracting: though the multiple shifts occur in a single 24-hour period. (1) purchase of sand, gravel, crushed stone, crushed slag, batched Assistants may include, but are not limited to, survey crews; concrete aggregates, ready mix concrete, off-site fabricated personnel from the Contracting Agency's material testing lab; structural steel other off-site fabricated items, and any other inspectors; and other Contracting Agency employees when in the materials supplied by established and recognized commercial opinion of the Engineer, such work necessitates their presence. plants; or(2)delivery of these materials to the work site in vehicles owned or operated by such plants or by recognized independent or 1-08.1(4) Reimbursement for Overtime Work of commercial hauling companies. Contracting Agency Employees (APWA) However, the State 1&I may determine that RCW 39.12 Where the Contractor elects to work on a Saturday, Sunday, applies to the employees of such firms identified in (1) and (2) or other holiday, or longer than an 8-hour work shift on a regular above in accordance with WAC 296-127. If this should occur, the working day, as defined in the Standard Specifications, such work provisions of Section 1-07.9, as modified or supplemented, shall shall be considered as overtime work. On all such overtime work apply. an inspector will be present, and a survey crew may be required at The Contractor shall certify to the actual amounts paid to any the discretion of the Engineer. The Contractor shall reimburse the Disadvantaged Minority, or Women's Business Enterprises firms Contracting Agency for the full amount of the straight time plus that were subcontractors, manufacturers, regular dealers, or overtime costs for employees of the Contracting Agency required service providers on the contract. This certification shall be to work overtime hours. supplied with the Final Application for Payment on the form The Contractor by these Specifications does hereby authorize provided by the Engineer. the Engineer to deduct such costs from the amount due or to If dissatisfied with any part of the subcontracted work, the become due the Contractor. Engineer may request in writing that the subcontractor be removed. SECTION 1-08.4 IS DELETED AND REPLACED BY THE The Contractor shall comply with this request at once and shall not FOLLOWING: employ the subcontractor for any further work under the contract. 1-08.4 Notice to Proceed and Prosecution of the Work 1-08.1(3) Hours of Work(APWA) APWA Except in the case of emergency or unless otherwise approved by the Contracting Agency, the normal straight time working hours Notice to Proceed will be given after the contract has been for the contract shall be any consecutive 8-hour period between executed and the contract bond and evidence of insurances have 7:00 a.m. and 6:00 p.m. of a working day with a maximum 1-hour been approved and filed by the Owner. The Contractor shall not lunch break and a 5-day work week. The normal straight time 8- commence the Work until the Notice to Proceed has been given by hour working period for the contract shall be established at the the Engineer. The Contractor shall commence construction preconstruction conference or prior to the Contractor commencing activities on the Project Site within ten days of the Notice to the Work. Proceed Date The Work thereafter shall be prosecuted diligently, If a Contractor desires to perform work on holidays, vigorously and without unauthorized interruption until physical Saturdays Sundays or before 7:00 a.m. or after 6:00 p.m. on any completion of the work There shall be no voluntary shutdowns or day, the Contractor shall apply in writing to the Engineer for slowing of operations by the Contractor without prior approval of permission to work such times. Permission to work longer than an the Engineer. Such approval shall not relieve the Contractor.from 8-hour period between 7:00 a.m. and 6:00 p.m. is not required. the Contractual ,obligation to complete the work within the Such requests shall be submitted to the Engineer no later than noon prescribed Contract Time. on die working day prior to the day for which the Contractor is requesting permission to work. t- Page-SP-13 Revision Date:May 19, 1997 1-09 Measurement and Payment 1-09 Measurement and Payment ' SECTION 1-08.5 IS DELETED AND REPLACED WITH THE SECTION 1-08.9 IS REVISED PER SECTION 1-05.11. FOLLOWING: 1-08.10 Termination of Contract (APWA) , 1-08.5 Time For Completion (Contract Time) (APWA, RC) SECTION 1-08.10(1)IS SUPPLEMENTED BY REVISING ALL The Work shall be physically completed in its entirety within REFERENCES TO "STATE TREASURER DEPARTMENT OF , the time specified in the Contract Documents or as extended by the TRANSPORTATION" IN THE LAST SENTENCE Engineer. The Contract Time will be stated in "working days", PARAGRAPHS TO READ "CONTRACTING AGENCY." shall begin on the Notice To Proceed Date, and shall end on the SECTION 1-08.11 IS A NEW SECTION. Contract Completion Date. , A nonworking day is defined as a Saturday, a Sunday, a day 1-08.11 Contractor's Plant and Equipment (RC) on which the contract specifically suspends work, or one of these The contractor alone shall at all times be responsible for the holidays: January 1, the third- Mgnda3 ^' ja;wa;3,. the th;;d adequacy, efficiency, and sufficiency of his and his subcontractor's Monday of Pei uar3--Memorial Day, July 4, Labor Day, plant and equipment. The Owner shall have the right to make use ' November 11, Thanksgiving Day, the day after Thanksgiving, and of the contractor's plant and equipment in the performance of any Christmas Day. When The day before Christmas shall be a work on the site of the work. holiday when Christmas Day occurs on a Tuesday or Friday. The The use by the Owner of such plant and-equipment shall be ' day after Christmas shall be a holiday when Christmas Day occurs considered as extra work and paid for accordingly, on a Monday, Wednesday, or Thursday. When Christmas Day Neither the Owner nor the engineer assume any responsibility, occurs on a Saturday, the two preceding working days shall be at any time, for the security of the site from the time contractor's observed as holidays. When Christmas day occurs on a Sunday, operations have commenced until final acceptance of the work by ' the two working days following shall be observed as holidays. the engineer and the Owner. The contractor shall employ such When holidays other than Christmas fall on a Saturday, the measures as additional fencing, barricades, and watchmen service preceding Friday will be counted as a non-working day and when as he deems necessary for the public safety and for the protection they fall on a Sunday the following Monday will be counted as a of the site and his plant and equipment. The Owner will be ' non-working day. The Contract Time has been established to allow provided keys for all fenced, secured areas. for periods of normal inclement weather which, from historical records, is to be expected during the Contract Time, and during 1-08.12 Attention to Work (RC) which periods, work is anticipated to be performed. Each The contractor shall give his personal attention to and shall ' successive working day, beginning with the Notice to Proceed Date and ending with the Physical Completion Date, shall be charged to supervise the work to the end that it shall be prosecuted faithfully the Contract Time as it occurs except a day or part of a day which and when he is not personally present on the work site, he shall at is designated a nonworking day or an Engineer determined all times be represented by a competent superintendent who shall , unworkable day. have full authority to execute the same, and to supply materials The Engineer will furnish the Contractor a weekly report tools, and labor without delay, and who shall be the legal showing (1) the number of working days charged against the representative of the contractor. The contractor shall be liable for the faithful observance of any instructions delivered to him or to Contract Time for the preceding week; (2) the Contract Time in ' working days; (3) the number of working days remaining in the his authorized representative. Contract Time; (4) the number of nonworking days; and (5) any partial or whole days the Engineer declared unworkable the 1-09 Measurement and Payment , previous week. This weekly report will be correlated with the Contractor's current approved progress schedule. If the Contractor SECTION 1-09.1 IS SUPPLEMENTED BY ADDING THE elects to work 10 hours a day and 4 days a week (a 4-10 schedule) FOLLOWING: and the fifth day of the week in which a 4-10 shift is worked would , ordinarily be charged as a working day then the fifth day of that 1-09.1 Measurement of Quantities (RC) week will be charged as a working day whether or not the When items are specified to be paid for by ton, it will be the Contractor works on that day. Contractor's responsibility to see that a certified weight ticket is The Contractor will be allowed 10 calendar days from the date given to the Inspector on the project at the time of delivery of , of each report in which to file a written protest of an alleged materials for each truckload delivered. Pay quantities will be discrepancy in the Contract Time as reported. Otherwise, the prepared on the basis of said tally tickets, delivered to the Inspector report will be deemed to have been accepted by the Contractor as at the time of delivery of materials. Tickets not receipt by the ' correct. Inspector will not be honored for payment. The requirements for scheduling the Final Inspection and Where items are specified to be paid by the ton, the following establishing the Substantial Completion, Physical Completion, and system will be used: Completion Dates are specified in Sections 1-05.11 and 1-05.12. Each truck shall be clearly numbered to the satisfaction of the , Engineer and there shall be no duplication of numbers. Duplicate tickets shall be prepared to accompany each truckload of material delivered to the project. The tickets shall bear at least the following information: ' 1. Truck Number, 2. Truck tare weight(stamped at source). 3. Gross truck load weight in tons (stamped at source). ' 4. Net load weight(stamped at source). 5. Driver's name and!Ute. Page-SP-14 Revision Date:May 19, 1997 , 1-09 Measurement and Payment 1-09 Measurement and Payment 6. Location for delivery. LABORATORY" TO READ "CONTRACTING AGENCY'S 7. Pay item number. MATERIAL LABORATORY." 8. Contract number and/or name. SECTION 1-09.9 IS DELETED AND REPLACED BY THE The Contractor shall submit a breakdown of costs for each FOLLOWING: lump sum Bid Item. The breakdown shall list the items included in the lump sum together with a unit price of labor, materials and 1-09.9 Payments (APWA) equipment for each item. The summation of the detailed unit prices for each item shall add up to the lump sum Bid. The unit price values may be used as a guideline for determining progress 1-09.9(1) Progress Payments (APWA) payments or deductions or additions in payment for ordered work Progress payments for completed work and material on hand changes. The detailed cost breakdown of each lump sum item shall will be based upon progress estimates prepared by the Engineer. A be submitted to the Engineer prior to the Preconstruction progress estimate cutoff date will be established at the preconstruction meeting. Conference. Within 3 days after the progress estimate cutoff date (but not SECTION 1-09.2 (APWA)IS SUPPLEMENTED BY REVISING more often than once a month) the Contractor shall submit to the ALL REFERENCES TO "MATERIAL RECEIVER" TO READ Engineer for review an Application for Payment, filled out and "ENGINEER." signed by the Contractor, covering the work completed prior to the SECTION 1-09.3 IS SUPPLEMENTED BY ADDING THE progress estimate cutoff date. The Application for Payment shall be FOLLOWING: accompanied by documentation supporting the Contractor's Application for Payment. 1-09.3 Scope of Payment (APWA, RC) If payment is requested for materials and equipment not incorporated in the work, but delivered and stored at approved sites Unless modified otherwise in the Contract Provisions, the Bid pursuant to the Contract Documents, the Application for Payment Items listed or referenced in the "Payment" clause of each Section shall be accompanied by a bill of sale, invoice, or other of the Standard Specifications will be the only items for which documentation warranting that the Contractor has received the compensation will be made for the Work described in or specified materials and equipment and evidence that the materials and in that particular Section when the Contractor performs the equipment are covered by appropriate insurance or other specified Work. Should a Bid Item be listed in a "Payment" clause arrangements to protect the Engineer's interests therein. but not in the Proposal Form and Work for that item is performed The initial progress estimate will be made not later than 30 by the Contractor and the work is not stated as included in or days after the Contractor commences the Work, and successive incidental to a pay item in the contract and is not work that would progress estimates will be made every month thereafter until the be required to complete the intent of the Contract per Section 1- Completion Date. Progress estimates made during progress of the 04.1, then payment for that Work will be made as for Extra Work Work are tentative and made only for the purpose of determining pursuant to a Change Order. progress payment. The progress estimates are subject to change at The words "Bid Item," "Contract Item," and "Pay Item," and any time prior to the calculation of the Final Payment per similar terms used throughout the Contract Documents are Section 1-09.9(4). synonymous. The value of the progress estimate will be the sum of the If the "payment" clause in the Specifications relating to any following: unit Bid Item price in the Proposal Form requires that said unit Bid 1 Unit Price Items in the Bid Form — the approximate Item price cover and be considered compensation for certain work quantity of acceptable units of Work completed multiplied by the or material essential to the item, then the work or material will not Unit Price. be measured or paid for under any other Unit Bid Item which may 2 Lump Sum Items in the Bid Form — the estimated appear elsewhere in the Proposal Form or Specifications. percentage complete multiplied by the Bid Forms amount for each Pluralized unit Bid Items appearing in these Specifications are Lump Sum Item. changed to singular form. 3 Materials on Hand — 90 percent of invoiced cost of Payment for Bid Items listed or referenced in the "Payment" material delivered to Job site or other storage area approved by the clause of any particular Section of the Specifications shall be Engineer. considered as including all of the Work required, specified, or 4 Change Orders — entitlement for approved extra cost or described in that particular Section. Payment items will generally completed extra work as determined by the Engineer, be listed generically in the Specifications and specifically in the Progress payments will be made in accordance with the bid form When items are to be "furnished" under one payment progress estimate less: item and "installed" under another payment item, such items shall 1 Five(5)percent for retained percentage. be furnished FOB project site or, if specified in the Special 2 The amount of Progress Payments previously made. Provisions delivered to a designated site. Materials to be 3 Funds withheld by the Contracting Agency for "furnished," or "furnished and installed" under these conditions disbursement in accordance with the Contract Documents. shall be the responsibility of the Contractor with regard to storage Progress payments for work performed shall not be evidence until such items are incorporated into the Work or, if such items of acceptable performance or an admission by the Contracting are not to be incorporated into the work delivered to the applicable Agency that any work has been satisfactorily completed. Contracting Agency storage site when provided for in the Payments will be made by warrants issued by the Contracting Specifications Payment for material "furnished," but not yet Agency's fiscal officer, against the appropriate fund source for the incorporated into the Work may be made on monthly estimates to project Payments received on account of work performed by a the extent allowed. subcontractor are subject to the provisions of RCW 39.04.250. SECTION 1-09.8 (APWA) IS SUPPLEMENTED BY REVISING ALL REFERENCES TO "HEADQUARTERS' MATERIAL t, Page-SP-15 Revision Date:May 19, 1997 1-09 Measurement and Payment 1-09 Measurement and Payment ' 1-09.9(2) Retainage (APWA,RCI 1-09.9(3) Contracting Agency's Right to Withhold Pursuant to RCW 60.28 there will be retained from monies and Disburse Certain Amounts (APWA) earned by the Contractor on progress estimates a sum not to exceed In addition to _monies retained pursuant to RCW 60.28 and ' 5_percent of the monies earned by the Contractor. Such retainage subject to RCW 39.04.250, RCW 39.12 and RCW 39 76 the shall be used as a trust fund for the protection and payment (1)to Contractor authorizes the Engineer to withhold progress payments the State with respect to taxes imposed pursuant to Title 82 RCW due or deduct an amount from any payment or payments due the which may be due from such Contractor, and (2) the claims of any Contractor which, in the Engineer's opinion may be necessary to person arising under the Contract. cover the Contracting Agency's costs for or to remedy the Monies reserved under provisions of RCW 60.28 shall at the following situations: option of the Contractor, be: 1. Damage to another contractor when there is evidence ' 1. Retained in a fund by the Contracting Agency. thereof and a claim has been filed. 2. Deposited by the Contracting Agency in an interest- 2. Where the Contractor has not paid fees or charges to bearing account in a bank, mutual savings bank or savings and public authorities or municipalities which the Contractor is loan association (interest on monies so retained may be paid to the obligated to pay. , Contractor). 3. Utilizing material, tested and inspected by the Engineer, 3. Placed in escrow with a bank or trust company by the for purposes not connected with the Work(Section 1-05.6) Contracting Agency. When the monies reserved are to be placed in 4. Landscape damage assessments per Section 1-07.16. escrow the Contracting Agency will issue a check representing the 5. For overtime work performed by City personnel per ' sum of the monies reserved payable to the bank or trust company Section 1-08.1(4). and the Contractor jointly. Such check shall be converted into 6. Anticipated or actual failure of the Contractor to bonds and securities chosen by the Contractor and approved by the complete the Work on time: Contracting Agency and the bonds and securities held in escrow. a. Per Section 1-08.9 Liquidated Damage; or ' Interest on the bonds and securities may be paid to the Contractor b. Lack of construction Progress based upon the Engineer's as the interest accrues. review of the Contractor's approved progress schedule which The Contractor shall designate the option desired ea-;h@ indicates the Work will not be completed within the Contract Time When calculating an anticipated time overrun the Engineer will ' at make allowances for weather delays approved unavoidable delays least 10 working days prior to the first progress payment for the and suspensions of the Work. The amount withheld under this contract. The Contractor in choosing option (2) or (3) agrees to subparagraph will be based upon the liquidated damages amount , assume full responsibility to pay all costs which may accrue from per day set forth in Contract Documents multiplied by the number escrow services, brokerage charges or both, and further agrees to of days the Contractor's approved progress schedule in the opinion assume all risks in connection with the investment of the retained of the Engineer, indicates the Contract may exceed the Contract percentages in securities. The Contracting Agency may also at its Time. ' option, accept a bond for all or a portion of the contractor's 7. Failure of the Contractor to perform any of the retainage. Contractor's other obligations under the contract including but not Release of retained percentage will be made 60 days following limited to: the Completion Date (pursuant to RCW 39.12 RCW 39.76 and a. Failure of the Contractor to provide the Engineer with a ' RCW 60.28)provided the following conditions are met: field office when required by the Contract Provisions 1. On contracts totaling more than$20,000.00 a release has b. Failure of the Contractor to protect survey stakes been obtained from the Washington State Department of Revenue markers, etc., or to provide adequate survey work as required by (RCW 60.28.051). Section 1-05.5. ' 2. No claims, as provided by law, have been filed against c. Failure of the Contractor to correct defective or the retained percentage. unauthorized work(Section 1-05.8) 3. Affidavit of Wages Paid is on file with the Contracting d. Failure of the Contractor to furnish a Manufacture's , Agency for the Contractor and all Subcontractors regardless of tier Certificate of Compliance in lieu of material testing and inspection (RCW 39.12.040). as required by Section 1-06.3. In the event claims are filed the Contractor will be paid such e. Failure to submit weekly payrolls Intent to Pay retained percentage less an amount sufficient to pay any such Prevailing Wage forms, or correct underpayment to employees of claims together with a sum determined by the Contracting Agency the Contractor or subcontractor of any tier as required by Section sufficient to pay the cost of foreclosing on claims and to cover 1-07.9. attorney's fees. f. Failure of the Contractor to pay worker's benefits (Title Retainage will not be reduced for any reason below the 50 and Title 51 RCW)as required by Section 1-07.10. ' minimum limit provided by law. g. Failure of the Contractor to submit and obtain approval Pursuant to Section 1-07.10, the Contractor is responsible for of a progress schedule per Section 1-08.3. submitting to the State L&I a "Request for Release" form in order The Contractor authorizes the Engineer to act as agent for the for the Contracting Agency to obtain a release from that Contractor disbursing such funds as have been withheld pursuant to , department with respect to the payments of industrial insurance this section to a party or parties who are entitled to payment. medical aid premiums. The Contracting Agency will ensure the Disbursement of such funds, if the Engineer elects to do so will be Washington State Employment Security Department and any made only after giving the Contractor 15 calendar days prior applicable Contracting Agency department or organization are written notice of the Contracting Agency's intent to do so and if notified of Contract completion in order to obtain releases from prior to the expiration of the 15-calendar day period those departments or agency organizations. 1. no legal action has commenced to resolve the validity of the claims,and 2. the Contractor has not protested such disbursement. Page-SP-16 Revision Date:May 19, 1997 , 1-09 Measurement and Payment - 1-09 Measurement and Payment A proper accounting of all funds disbursed on behalf of the of the responsibility to comply with all laws, ordinances and Contractor in accordance with this section will be made. A regulations — Federal, State, or local — that affect the contract payment made pursuant to this section shall be considered as The date the Contracting Agency unilaterally signs the Final payment made under the terms and conditions of the Contract. The Progress Estimate constitutes the final acceptance date (Section 1- Contracting Agency shall not be liable to the Contractor for such 05.12). payment made in good faith. If legal action is instituted to determine the validity of the 1-09.11 Disputes and Claims claims prior to expiration of the 15-day period mentioned above, the Engineer will hold the funds until determination of the action or SECTION 1-09.11(2)IS REVISED AS FOLLOWS: written settlement agreement of the parties. 1-09.11(2) Claims (APWA) 1-09.9(4) Final Payment(APWA) Failure to submit with the Final Application for Payment Fipw Upon Acceptance of the Work by the Contracting Agency the such information and details as final amount to be paid the Contractor will be calculated based described in this section for any claim shall operate as a waiver of upon a Final Progress Estimate made by the Engineer. Acceptance the claims by the Contractor as provided in Section 1-09.9. by the Contractor of the Final Payment shall be and shall operate as SECTION 1-09.11(3) IS DELETED AND REPLACED BY THE a release: FOLLOWING: 1. to the Contracting Agency of all claims and all liabilities of the Contractor, other than claims in stated amounts as may be 1-09.11(3) Time Limitations and Jurisdiction specifically excepted in writing by the Contractor; (APWA) 2. for all things done or furnished in connection with the This contract shall be construed and interpreted in accordance Work; with the laws of the State of Washington. The venue of any claims 3. for every act and neglect by the Contracting Agency; and or causes of actions arising from this contract shall be in the 4. for all other claims and liability relating to or arising out Superior Court of the county where the work is performed. of the Work. For convenience of the parties to this contract, it is mutually A payment (monthly, final retainage, or otherwise) shall not agreed that any claims or causes of action which the contractor has release the Contractor or the Contractor's Surety from any against the Contracting Agency arising from this contract shall be obligation required under the terms of the Contract Documents or brought within 180 days from the date of Final Acceptance of the the Contract Bond; nor shall such payment constitute a waiver of contract by the Contracting Agency. The parties understand and the Contracting Agency's ability to investigate and act upon agree that the Contractor's failure to bring suit within the time findings of non-compliance with the WMBE requirements of the period provided shall be a complete bar to any such claims or Contract; nor shall such payment preclude the Contracting Agency causes of action. from recovering damages setting penalties, or obtaining such other It is further mutually agreed by the_parties that when any remedies as may be permitted by law. claims or causes of action which a Contractor asserts against the Before the Work will be accepted by the Contracting Agency, Contracting Agency arising from this contract are filed with the the Contractor shall submit an affidavit, on the form provided by Contracting Agency or initiated in court, the Contractor shall the Engineer, of amounts paid to certified disadvantaged (DB), permit the Contracting Agency to have timely access to any records minority (MBE) or women business enterprises (WBE) deemed necessary by the Contracting Agency to assist in evaluating participating in the Work. Such affidavit shall certify the amounts the claims or actions. paid to the DB MBE or WBE subcontractors regardless of tier._ On Federally-funded projects the Contractor may also be 1-09.13 Arbitration required to execute and furnish the Contracting Agency an affidavit certifying that the Contractor has not extended any loans, gratuity SECTION 1-09.13(2) (RC) IS SUPPLEMENTED BY or gift and money pursuant to Section 1-07.19 of these REPLACING ALL REFERENCES TO "THURSTON COUNTY" Specifications. WITH THE WORDS "KING COUNTY." If the Contractor fails refuses or is unable to sign and return the Final Progress Estimate or any other documents required for SECTION 1-09.13(3)IS SUPPLEMENTED BY ADDING: the final acceptance of the contract the Contracting Agency reserves the right to establish a completion date and unilaterally 1-09.13(3) Procedures to Pursue Arbitration (RC) accept the contract. Unilateral acceptance will occur only after the The findings and decision of the board of arbitrators shall be Contractor has been provided the opportunity, by written request final and binding on the parties unless the aggrieved party, within from the Engineer to voluntarily submit such documents. If 10 days challenges the findings and decision by serving and filing voluntary compliance is not achieved formal notification of the a petition for review by the superior court of King County, impending unilateral acceptance will be provided by certified letter Washington The grounds for the petition for review are limited to from the Engineer to the Contractor which will provide 30 calendar showing that the findings and decision: days for the Contractor to submit the necessary documents. The 1 Are not responsive to the questions submitted; 30-calendar day deadline shall begin on the date of the postmark of 2 Is contrary to the terms of the contract or any component the certified letter from the Engineer requesting the necessary thereof; documents. This reservation by the Contracting Agency to 3 Is arbitrary and/or is not based upon the applicable facts unilaterally accept the contract will apply to contracts that are and the law controlling the issues submitted to arbitration. The completed in accordance with Section 1-08.5 or for contracts that board of arbitrators shall support its decision by setting forth in are terminated in accordance with Section 1-08.10. Unilateral writing their findings and conclusions based on the evidence acceptance of the contract by the Contracting Agency does not in adduced at any such hearing, any way relieve the Contractor of the provisions under contract or t- Page-SP-17 Revision Date:May 19, 1997 1-10 Temporary Traffic Control 1-10 Temporary Traffic Control The arbitration shall be conducted in accordance with the If the Engineer requires the Contractor to furnish additional statutes of the State of Washington and court decisions governing channelizing devices, pieces of equipment or services which could such procedure. not be usually anticipated by a prudent contractor for th The costs of such arbitration shall be borne equally by the City maintenance and protection of traffic then a new item or items and the contractor unless it is the board's majority opinion that the may be established to pay for such items Further limitaH�ns for contractor's filing of the protest or action is capricious or without consideration of payment for these items are that they are not reasonable foundation._ In the latter case, all costs shall be borne covered by other pay items in the bid proposal theyrenor , by the contractor. specified in the Special Provisions as incidental and the accumulative cost for the use of each individual channelizin 1-10 Temporary Traffic Control device, piece of equipment or service must exceed $200 in total ' cost for the duration of their need. In the event of dis uses the SECTION 1-10.1 IS SUPPLEMENTED BY ADDING THE Engineer will determine what is usually anticipated by a prudent FOLLOWING: contractor. The cost for these items will be by agreed price price established by the Engineer, or by force account Additional items ' 1-10.1 General(RC) required as a result of the Contractor's modification to the traffic When the bid proposal includes an item for "Traffic Control," control plan(s)appearing in the contract shall not be covered by the the work required for this item shall be all items described in provisions in this paragraph. Section 1-10, including, but not limited to: If the total cost of all the work under the contract increases or ' 1. Furnishing and maintaining barricades flashers decreases by more than 25 percent an equitable adjustment will be construction signing and other channelization devices considered for the item "Traffic Control" to address the increase or unless a pay item is in the bid proposal for any specific decrease. device and the Special Provisions specify furnishing SECTION I-10.2(1) TRAFFIC CONTROL SUPERVISOR IS ' maintaining, and payment in a different manner for that REVISED AS FOLLOWS device; 2. Furnishing traffic control labor, equipment and supervisory 1-10.2(1) Traffic Control Supervisor(RC) (SA) , personnel for all traffic control labor; VhGA th, tis i "i ' sl+,id�s as—item for "T4affig c 3. Furnishing any necessary vehicle(s) to set up and remove 9wT=Tthe Contractor shall designate an individual or the Class B construction signs and other traffic control individuals to perform the Traffic Control Supervisor's(TCS)duties ' devices; for the project. The TCS shall be certified inas-a worksite traffic 49;by 9;;c of thr. orgapizatioZ ligwd control supe 4. Furnishing labor and vehicles for patrolling and maintaining in position all of the construction signs and the traffic the TC2 The TCS shall assure that control devices, unless a pay item is in the bid proposal to lcr-foRn all the duties of the TCS are performed during the duration , specifically pay for this work; and of the contract. 5. Furnishing labor, material, and equipment necessary for 7• Ensuring that corrections are made if traffic control cleaning up, removing, and replacing of the construction devices are not functioning as required. The TCS may ' sins and the traffic control devices destroyed or damaged make minor revisions to the traffic control plan to during the life of the project. accommodate site conditions as long as the original intent , 6. Removing existing signs as specified or a directed by the of the traffic control plan is maintained and the revision is in conformance engineer and delivering to the City Shops or storing and re- with established standards. installing as directed by the Engineer. The 'aatracter shah provide a hi f TGS Ti 7. Preparing a traffic control plan for the project and 4211 ' designating the person responsible for traffic control at the mounted flashing ambg;light.,' ibl f 360 a nt onr o n work site. The traffic control plan shall include fl., descriptions of the traffic control methods and devices to be .Possession of a current flagging card used by the prime contractor, and subcontractors shall be by the TCS is mandatory. ' submitted at or before the pre-construction conference and SECTION 1-10.2(2)IS SUPPLEMENTED AS FOLLOWS: shall be subject to review and approval of the Engineer. 8. Contacting police, fire, 911 and ambulance services to 1-10.2(2) Traffic Control Plans(RC) ' notify them in advance of any work that will affect and The Contractor shall be responsible for assuring that traffic traveled portion of a roadway. control is installed and maintained in conformance to established standards. The Contractor shall continuously evaluate the 9. Assuring that all traveled portions of roadways are open to operation of the traffic control plan and take prompt action to , traffic during peak traffic periods, 6:30 a.m. to 8:30 a.m. correct any problems that become evident during operation and 3:00 p.m. to 6:00 p.m. or as specified in the special provisions, or as directed by the Engineer. SECTION 1-10.3(3)HAS BEEN REVISED AS FOLLOWS: 10. Promptly removing or covering all nonapplicable signs 1-10.3(3) Construction Signs ' during periods when they are not needed. All signs required by the approved traffic control plan(s) as If no bid item "Traffic Control" appears in the proposal then well as any other appropriate signs prescribed by the Engineer, or all work required by these sections will considered incidental and required to conform with established standards will be furnished ' their cost shall be included in the other items of work. by [h Contractor. Page-SP-18 Revision Date:May 19, 1997 1-11 Renton Surveying Standards 1-11 Renton Surveying Standards No separate pay item will be provided in the bid proposal for The item "Traffic Control" will be considered for an equitable Class A or Class B construction signs. Raymciu for glarg 11 adjustment per Section 1-04.6 only when the total contract price increases or decreases by more than 25 percent. All etl;er--costs for the work to provide Class A or Class B construction signs shall be included in The Lump Sum unit contract price ,fw. shall be full the unit contract price for the various other items of the work in the pay for all costs involved in furnishing the pilot car(s),pilot car bid proposal. driver(s),and the appropriate pilot car sign(s) for any eae-pilot car operation. Any necessary flaggers will be paid under the SECTION 1-10.3(6)IS REVISED AS FOLLOWS: item for traffic control Who . 1-10.3(6) One-Way Piloted Traffic Control Through The Lump Sum ut}it contract rice P shall be full Construction Zone pay for all costs for the labor provided for performing those construction operations described in Section 1-10.3(1) and as authorized by the Engineer. Paymcnt dcr +h' '+ -all ho The Lump Sum uait contract price -shall be full pay for all costs for performing the work described in Section 1-10.3(3) and Section 1-10.3(4). This payment will include all labor, equipment, and vehicles the t ' of the Gwupagting grng ,-lzu;nish°,1 Q^°-Afay nil^+P necessary for the initial acquisition, the initial installation of Class A signs, and ultimate return of all Contracting Agency- Contractor-Furnished One-Way Piloted Traffic Control. T'he furnished signs. °^ ^^°^* •'ll ^^«',° ^2d— f^- °:^^^ °i •°^°a Contractor shall furnish the pilot car(s)and driver(s)for the pilot car control area. Any necessary flaggers shall be furnished by the Enginac; Contractor 141r +r -bid rePesal insludes an item fer "C_^^«;^^«^r The Lump Sum uv.4 contract price D-day shall be full n•i ' d T;QXfiQ r " Rwagupymwit and paymont ...ill bg ^c pay for all costs involved in furnishing the person(s) assigned as the "Traffic Control Supervisor" dwing an E-i DELETE SECTION 1-10.4 AND REPLACE WITH: .All costs for the vehicle(s)required for the Traffic Control Supervisor shall be included in the Lump 1-10.4 Measurement(RC) (SA) Sum wait contract price for"Traffic Control�upeFUSiea." Traffic C'erttrel Dcvigcs, "lump Sum No specific unit of measurement will apply to the lump sum "T mperal3 item of"Traffic Control". pa + fQF + e lump sum item "T°pQ;a;3, Traffic G^tom SECTION 1-10.5 IS REVISED AND SUPPLEMENTED AS FOLLOWS: a p4n 11 the •« l + traXic G ntra1 da 1-10.5 Payment (RC) Payment for all labor, materials, and equipment described in b paymeAt f the to p ^°^+of the ^..,^,.^+ Section 1-10 will be made in accordance with Section 1-04.1, for the following bid items when they age included in the proposal: "Traffic Control," lump sum. The lump sum contract price shall be full pay for all costs not ,T'-^M^r^^«v^l Vchi^l° , ^°"4^" covered by other specific pay items in the bid proposal for The Lump Sum unit contract price gam-day-shall be full furnishing installing maintaining and removing traffic control pay for all costs involved in furnishing the vehicle or vehicles devices required by the contract and as directed by the Engineer in for the work described in Section 1-10.3(Ze g{�erater{s3-ef conformance with accepted standards and in such a manner as to the �' ` ill be paid f maximize safety, and minimize disruption and inconvenience to the public.. Progress payment for the lump sum item "Traffic Control" 1-11 Renton Surveying Standards will be made as follows: a When the initial warning signs for the beginning of the project and the end of construction signs are installed 1-11.1(1) Responsibility for surveys (RC) and approved by the Engineer, 30 percent of the All surveys and survey reports shall be prepared under the amount bid for the item will be paid. direct supervision of a person registered to practice land surveying b. Payment for the remaining 70 percent of the amount under the provisions of Chapter 18.43 RCW. bid for the item will be paid on a prorated basis in All surveys and survey reports shall be prepared in accordance accordance with the total job progress as determined With the requirerpents established by the Board of Registration for by progress payments. Professional Engineers and Land Surveyors under the provisions of Chapter 18.43 RCW. t- Page-SP-19 Revision Date:May 19, 1997 1-11 Renton Surveying Standards 1-11 Renton Surveying Standards , 1-11.1(2) Survey Datum and Precision (RC) In those cases where an electronic data collector is used a hard The horizontal component of all surveys shall have as its copy print out in ASCII text format will accompany the field notes coordinate base: The North American Datum of 1983/91. All horizontal control for projects must be referenced to or in 1-11.1(5) Corners and Monuments (RC) conjunction with a minimum of two of the City of Renton's Survey Corner A point on a land boundary, at the juncture of two or Control Network monuments. The source of the coordinate values more boundary lines. A monument is usually set at such points to ' used will be shown on the survey drawing per RCW 58.09.070. physically reference a corner's location on the ground. The horizontal component of all surveys shall meet or exceed Monument Any physical object or structure of record which the closure requirements of WAC 332-130-060. The control base marks or accurately references: lines for all surveys shall meet or exceed the requirements for a ' Class A survey revealed in Table 2 of the Minimum Standard • A corner or other survey point established by or under the Detail Requirements for ALTAIACSM Land Title Surveys jointly supervision of an individual per section 1-11.1(1) and any established and adopted by ALTA and ACSM in 1992 or corner or monument established by the General Land Office comparable classification in future editions of said document. The and its successor the Bureau of Land Management including ' angular and linear closure and precision ratio of traverses used for section subdivision corners down to and including one- survey control shall be revealed on the face of the survey drawing, sixteenth corners; and as shall the method of adjustment. Any permanently monumented boundary, right of way The horizontal component of the control system for surveys ' using global positioning system methodology shall exhibit at least 1 alignment, or horizontal and vertical control points established part in 50,000 precision in line length dependent error analysis at a by any governmental agency or private surveyor including 95 percent confidence level and performed pursuant to Federal street intersections but excluding dependent interior lot Geodetic Control Subcommittee Standards for GPS control surveys corners. , as defined in Geometric Geodetic Accuracy Standards & Specifications for Using GPS Relative Positioning Techniques dated 1-11.1(6) Control or Base Line Survey (RC) August 1, 1989 or comparable classification in future editions of Control or Base Line Surveys shall be established for all ' said document.. construction projects that will create permanent structures such as The vertical component of all surveys shall be based on roads, sidewalks, bridges, utility lines or appurtenances, signal or NAVD 1988, the North American Vertical Datum of 1988, and light poles, or any non-single family building. Control or Base tied to at least one of the City of Renton Survey Control Network Line Surveys shall consist of such number of permanent , benchmarks. If there are two such benchmarks within 3000 feet of monuments as are required such that every structure may be the project site a tie to both shall be made. The benchmark(s) used observed for staking or "as-builting" while occupying one such will be shown on the drawing. If a City of Renton benchmark does monument and sighting another such monument. A minimum of not exist within 3000 feet of a project, one must be set on or near two of these permanent monuments shall be existing monuments, the project in a permanent manner that will remain intact recognized and on record with the City of Renton. The Control or throughout the duration of the project. Source of elevations Base Line Survey shall occupy each monument in turn, and shall (benchmark) will be shown on the drawing, as well as a description satisfy all applicable requirements of Section 1-11.1 herein. of any bench marks established. The drawing depicting the survey shall be neat, legible, and drawn to an appropriate scale. North orientation should be clearly 1-11.1(3) Subdivision Information (RC) presented and the scale shown graphically as well as noted. The Those surveys dependent on section subdivision shall reveal drawing must be of such quality that a reduction thereof to one-half the controlling monuments used and the subdivision of the original scale remains legible. applicable quarter section. If recording of the survey with the King County Recorder is Those surveys dependent on retracement of a plat or short plat required, it will be prepared on 18 inch by 24 inch mylar and will shall reveal the controlling monuments, measurements, and comply with all provisions of Chapter 58.09 RCW. A methodology used in that retracement. photographic mylar of the drawing will be submitted to the City of Renton and, upon their review and acceptance per the specific 1-11.1(4) Field Notes (RC) requirements of the project, the original will be recorded with the Field notes shall be kept in conventional format in a standard King County Recorder. bound field book with waterproof pages. In cases where an If recording is not required, the survey drawing shall be electronic data collector is used field notes must also be kept with a prepared on 22 inch by 34 inch mylar, and the original or a sketch and a record of control and base line traverses describing photographic mylar thereof will be submitted to the City of Renton. station occupations and what measurements were made at each The survey drawings shall meet or exceed the requirements of oP mt. WAC 332-130-050 and shall conform to the City of Renton's Every point located or set shall be identified by a number and Drafting Standards. American Public Works Association symbols a description. Point numbers shall be unique within a complete shall be used whenever possible and a legend shall identify all job. The preferred method of point numbering is field notebook, symbols used if each point marked by a symbol is not described at page and point set on that page. Example: The first point set or each use. found on page 16 of field book 348 would be identified as Point An electronic listing of all principal points shown on the No. 348.16.01, the second point would be 348.16.02, etc. drawing shall be submitted with each drawing. The listing should Upon completion of a City of Renton project, either the field include the point number designation (corresponding with that in notebook(s) provided by the City or the original field notebook(s) the field notes) a brief description of the point and northing, used by the surveyor will be given to the City. For all other work, easting and elevation (if applicable) values all in ASCII format, surveyors will provide a copy of the notes to the City upon request. on MM PC compatible media. t- Page-SP-20 Revision Date: May 19, 1997 1-11 Renton Surveying Standards 1-11 Renton Surveying Standards 1-11.1(7) Precision Levels (RC) 1-11.1(12) Monument Setting and Referencing (RC) Vertical Surveys for the establishment of bench marks shall All property or lot corners, as defined in 1-11.1(5), satisfy all applicable requirements of section 1-05 and 1-11.1. established or reestablished on a plat or other recorded survey shall Vertical surveys for the establishment of bench marks shall be referenced by a permanent marker at the corner point per 1- meet or exceed the standards, specifications and procedures of third 11.2(1). In situations where such markers are impractical or in order elevation accuracy established by the Federal Geodetic danger of being destroyed, e.g., the front corners of lots a witness Control Committee. marker shall be set. In most cases, this will be the extension of the Bench marks must possess both permanence and vertical lot line to a tack in lead in the curb. The relationship between the stability. Descriptions of bench marks must be complete to insure witness monuments and their respective corners shall be shown or both recoverablilty and positive identification on recovery. described on the face of the plat or survey of record, e.g. "Tacks in lead on the extension of the lot side lines have been set in the 1-11.1(8) Radial and Station —Offset Topography curbs on the extension of said line with the curb." In all other cases the corner shall meet the requirements of section 1-11.2(1) Topographic surveys shall satisfy all applicable requirements herein. of section 1-11.1 herein. All non corner monuments, as defined in 1-11.1(5) shall meet All points occupied or back sighted in developing radial the requirements of section 1-11.2(2) herein. If the monument topography or establishing baselines for station—offset topography falls with in a paved portion of a right of way or other area, the shall meet the requirements of section 1-11.1 herein. monument shall be set below the ground surface and contained The drawing and electronic listing requirements set forth in within a lidded case kept separate from the monument and flush section I-11.1 herein shall be observed for all topographic surveys. with the pavement surface, per section 1-11.2(3). In the case of right of way centerline monuments all points of 1-11.1(9) Radial Topography (RC) curvature (PC), points of tangency (PT), street intersections, center Elevations for the points occupied or back sighted in a radial points of cul de sacs shall be set. If the point of intersection, PI, topographic survey shall be determined either by 1) spirit leveling for the tangents of a curve fall within the paved portion of the right with misclosure not to exceed 0.1 feet or Federal Geodetic Control of way, a monument can be set at the PI instead of the PC and PT Committee third order elevation accuracy specifications, OR 2) of the curve. trigonometric leveling with elevation differences determined in at For all non corner monuments set while under contract to the least two directions for each point and with misclosure of the City of Renton or as part of a City of Renton approved subdivision circuit not to exceed 0.1 feet. of property, a City of Renton Monument Card (furnished by the city) identifying the monument; point of intersection (PI), point of 1-11.1(10) Station—Offset Topography (RC) tangency (PT) point of curvature (PC), one-sixteenth corner, Plat Elevations of the baseline and topographic points shall be monument street intersection, etc., complete with a description of determined by spirit leveling and shall satisfy Federal Geodetic the monument a minimum of two reference points and NAD 83/91 Control Committee specifications as to the turn points and shall not coordinates and NAVD 88 elevation shall be filled out and filed exceed 0.1 foot's error as to side shots. with the city. 1-11.1(11) As-Built Survey (RC) 1-11.2 Materials All improvements required to be "as-built" (post construction survey) per City of Renton Codes, TITLE 4 Building Regulations 1-11.2(1) Property/Lot Corners (RC) and TITLE 9 Public Ways and Property, must be located both Corners per 1-11 1(5) shall be marked in a permanent manner horizontally and vertically by a Radial survey or by a Station offset such as 1/2 inch diameter rebar 24 inches in length, durable metal survey. The "as-built" survey must be based on the same base line plugs or caps tack in lead etc. and permanently marked or tagged or control survey used for the construction staking survey for the with the surveyor's identification number. The specific nature of improvements being "as-built". The "as-built" survey for all the marker used can be determined by the surveyor at the time of subsurface improvements should_occur prior to backfilling. Close installation. cooperation between the installing contractor and the "as-builting" surveyor is therefore required. 1-11.2(2) Monuments (RC) All "as-built" surveys shall satisfy the requirements of section Monuments per 1-11.1(5) shall meet the requirements as set 1-11.1(1) herein and shall be based upon control or base line forth in City of Renton Standard Plans page H031 and permanently surveys made in conformance with these Specifications. marked or tagged with the surveyor's identification number. The field notes for "as-built" shall meet the requirements of section 1-11.1(4) herein and submitted with stamped and signed 1-11.2(3) Monument Case and Cover (RC) "as-built" drawings which includes a statement certifying the Materials shall meet the requirements of section 9-22 and City accuracy of the "as built". of Renton Standard Plans page H031. The drawing and electronic listing requirements set forth in section 1-11.1(6) herein shall be observed for all "as-built" surveys. 1- Page-SP-21 Revision Date:May 19, 1997 2-02 Removal of Structures and Obstructions 2-03 Roadway Excavation and Embankment t Division 2 Earthwork quantities and changes will be computed either in or by means of electronic data processing equipment by Earthwork use of the average end area method. Any changes to the proposed work as directed by the Engineer that would alter these quantities shall be calculated by the Engineer and submitted to the Contractor for his review and verification. , 2-02 Removal of Structures and Any excavation or embankment beyond the limits indicated in Obstructions the Plans, unless ordered by the Engineer, shat[ not be paid for All work and material required to return these areas to their SECTION 2-02.3(3) IS REVISED AND SUPPLEMENTED AS original conditions, as directed by the Engineer shall be provided ' FOLLOWS: by the Contractor at his sole expense. All areas shall be excavated filled and/or backflled as 2-02.3(3) Removal of Pavement, Sidewalks, and necessary to comply with the grades shown on the Plans In filled Curbs (RC) and backfilled areas, fine grading shall begin during the placement ' and the compaction of the final layer. In cut sections fine grading In removing pavement, sidewalks, and curbs, the Contractor shall begin within the final six (6) inches of cut Final grading shall: 1. Haul broken-up pieces i^*^ the shall produce a surface which is smooth and even without abrupt �^^� '� changes in grade. ' to some off project site. Excavation for curbs and gutters shall be accomplished by Z�'oicer sn Pin^nc i.,,r:^ll ,,.:rh: r{, 'si,r f' T with r CUIUng accurately t0 the CrOSS SeCtlOI1S grades and elevations shown. Care shall be taken not to excavate below the specified 5. When an area where pavement has been removed is to be grades. The contractor shall maintain all excavations free from , opened to traffic before pavement patching has been completed detrimental quantities of leaves brush sticks, trash and other temporary mix asphalt concrete patch shall be required. debris until final acceptance of the Work. Temporary patching shall be placed to a minimum depth of 2 Following removal of topsoil or excavation to grade and inches immediately after backfilling and compaction are complete before placement of fills or base course the subgrade under the ' and before the road is opened to traffic. MC cold mix or MC hot roadway shall be proofrolled to identify any soft or loose areas mix shall be used at the discretion of the Engineer. which may warrant additional compaction or excavation and If pavements, sidewalks, or curbs lie within an excavation replacement. area and are not mentioned as separate pay items, their removal The Contractor shall provide temporary drainage or protection ' will be paid for as part of the quantity removed in excavation. If to keep the subgrade free from standing water. they lia in an area net to be excavated, and 'r4.h 3 re ueF Acceptable excavated native soils shall be used for fill in the mentioned as a separate item in the proposal, they will be measured area requiring fills. Care shall be taken to place excavated material , and paid for as provided under Section 2-02.5, and will not be at the optimum moisture content to achieve the specified included in the quantity calculated for excavation. compaction. Any native material used for fill shall be free of SECTION 2-02.5 IS SUPPLEMENTED BY ADDING: organics and debris and have a maximum particle size of 6 inches It shall be the responsibility of the Contractor to prevent the , 2-02.5 Payment (RC) native materials from becoming saturated with water. The 2. "Saw Cutting% per Lineal Foot. measures may include sloping to drain compacting the native 3. "Remove Sidewalk", per Square Yard. materials, and diverting runoff away from the materials If the 4. "Remove Curb and Gutter", per Lineal Foot. Contractor fails to take such preventative measures any costs or ' 5. "Cold Mix", per Ton delay related to drying the materials shall be at his own expense 6. "Remove Asphalt Concrete Pavement," per square yard. If the native materials become saturated it shall be the 7. "Remove Cement Concrete pavement," per square yard. responsibility of the Contractor to dry the materials to the , S. "Remove existing optimum moisture content. If sufficient acceptable native soils are " per not available to complete construction of the roadway embankment All costs related-4o the removal and disposal of structures and Gravel Borrow shall be used. obstructions including saw cutting excavation backfilling and temporary asphalt shall be considered incidental to and included in If subgrade trimmer is not required on the project all portions other items unless designated as specific bid items in the proposal. of Section 2-03 shall apply as though a subgrade trimmer were specified. If sufficient acceptable native soils as determined by the 2-03 Roadway Excavation and Engineer, are not available to complete construction of the roadway ' Embankment embankment, Gravel Borrow meeting the requirements of Section 9-03.14 of the Standard Specifications shall be used. SECTION 2-03.3 IS SUPPLEMENTED BY ADDING THE SECTION 2-03.4 IS SUPPLEMENTED BY ADDING THE ' FOLLOWING: FOLLOWING: 2-03.3 Construction Requirements (RC) 2-03.4 Measurement (RC) Roadway excavation shall include the removal of all materials The Contracting Agency will use the following methods to ' excavated from within the limits shown on the plans. Suitable measure work perfot'med unless specific exceptions in other excavated material shall be used for embankments while surplus sections provide otherwise: excavated material or unsuitable material shall be disposed of by 1. At the discretion of the engineer, roadway excavation, ' the Contractor. borrow excavation, and unsuitable foundation excavation - by the t- Page-SP-22 Revision Date:May 19, 1997 2-04 Haul 2-09 Structure Excavation cubic yard (adjusted for swell) may be measured by truck in the 2-06 Subgrade Preparation hauling vehicle at the point of loading. The contractor shall provide truck tickets for each load removed. Each ticket shall have the truck number, time and date, and be approved by the engineer. SECTION 2-06.5 IS SUPPLEMENTED BY ADDING THE FOLLOWING: SECTION 2-03.5 IS REVISED AS FOLLOWS: 2-06.5 Payment (RC) 2-03.5 Payment (RC) Subgrade preparation and maintenance including watering Payment will be made for the following bid items when they shall be considered as incidental to the construction and all costs are included in the proposal: thereof shall be included in the appropriate unit or lump sum 1. "Roadway Excavation" or"Roadway Excavation—Area contract bid prices. A (B, C, etc.)", per cubic yard. When the Engineer orders excavation 2 feet or less below 2-09 Structure Excavation subgrade, unit contract prices for roadway excavation and haul shall apply. If he orders excavation more than 2 feet below SECTION 2-09.1 IS SUPPLEMENTED BY ADDING THE subgrade, that part below the 2-foot depth shall be paid for as FOLLOWING: provided in Section 1-94.4 Item 3 of this payment section. In this case, all items of work other than roadway excavation shall be paid 2-09.1 Description (RC) at unit contract prices. This work also includes the excavation, haul, and disposal of The unit contract price per cubic yard shall be full pay for all unsuitable materials such as peat, muck, swampy or unsuitable excavating, loading, placing, or otherwise disposing of the materials including buried logs and stumps. material. ha 1 r., that Q„ 2-09.3 Construction Requirements °° tThe unit contract price per cubic yard shall include haul. SECTION 2-09.3(1)D IS REVISED AS FOLLOWS: 3. "Unsuitable Foundation Excavation", per cubic yard. The unit contract price per cubic yard for "Unsuitable 2-09.3(1)D Disposal of Excavated Material(RC) Foundation Excavation" shall be full pay for excavating, loading, All costs for disposing of excavated material within the project limits shall be included in the unit contract price for structure and disposing of the material. excavation, Class A or B. 7t the G^„t;art^r m rt 1r„d a..A haul the ..,ara.•;al ♦.. ., .i:o„roal oa° the Qrata .„:II ...,.� ao The unit contract price per "ided in cart:^„ 1-04 A f^r 1.,adi;;g and hauling The Stata.vill cubic yard shall include haul. of Pay A« handli.,,, at the digp,sal site Any S.rh disp^cal than 7. Thy-unit 4;Q;itr&64—^PriQ@ Pee subi; yard fer "Emb2akment fin„ h n ha a.,1 Pay fr.• a,1 ..,ata,•;a1 lahnr—t�tr_ If the contract includes structure excavation, Class A or B, equip; nt,—and incidentals^ F@9Wir0d '_e quantiti°° f^� including haul, the unit contract price shall include all costs for loading and hauling the material the full required distance., ,r, •n h &h@ GQIQ d ..f the arn.al ^ at,tit;a9 t,aa,ia,i_ otherwise all such disposal costs shall be considered incidental to Afhe,ban by )4eth d ^TFPayment for the work. embankment compaction will not be made as a separate item. All SECTION 2-09.4 IS REVISED AND SUPPLEMENTED AS costs for embankment compaction shall be included in other bid FOLLOWS: items involved. 2-09.4 Measurement (RC) 2-04 Haul Gravel backfill. All gravel backfill will be measured by the cubic yard in place determined by the neat lines required by the Plans or by the ton as measured in conformance with section 1-09.2. I SECTION 2-04.5 IS REVISED AND SUPPLEMENTED AS Gravel backfill used for pipe bedding shall be incidental to the FOLLOWS: installation of the pipe or paid for as other gravel backfill unless a specific separate pay item is included in the contract for gravel 2-04.5 Payment (RC) backfill for pipe bedding. payment n• h made, f the f^11^...„„ bid item ...ha„ it : r SECTION 2-09.5 IS REVISED AND SUPPLEMENTED AS 1 "Uasl", Fer unit FOLLOWS: All costs for the hauling of material to, from, or on the job site shall be considered incidental to and included in the unit price 2-09.5 Payment of other units of work. Payment will be made for the following bid items when they are included in the proposal: "Structure Excavation Class A", per cubic yard. "Structure Excavation Class B", per cubic yard. "Structure Excavation Class A Incl. Haul", per cubic yard. "Structure Excavation Class B Incl. Haul", per cubic yard. The unit contract price per cubic yard for the bid items listed as I 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 I contract. "Shoring or Extra Excavation Class B", per square foot. The unit contract price per square foot shall be full pay for all excavation, backfill, compaction, and other work required when extra excavation is used in lieu of constructing shoring. If select , backfill material is required for 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 sha11 be made. ' "Gravel Backfill (Kind) for (Type of Excavation), per Cubic Yard or per Ton". . When gravel backfill is paid by the ton, the Contractor shall take care to assure to the satisfaction of the Engineer that such per ton backfill is only being used for the specified purpose and not for purposes where backfill is incidental or being paid by cubic yard. Evidence that per ton gravel backfill is not being used for its ' designated purpose shall be grounds for the Engineer to deny payment for such load tickets. Unless included in the contract as a separate pay item, gravel backfill used for pipe bedding shall be considered incidental to the installation of the pipe or shall be , included in the gravel backfill used to backfill the trench, if a separate pay item is included for trench backfill. t- Page-SP-24 Revision Date:May 19, 1997 3 No supplemental specifications were necessary 4 No supplemental specifications were necessary Division 3 Production From Quarry and Pit Sites Division 4 and Stockpiling Bases 3 No supplemental specifications were necessary 4 No supplemental specifications were necessary No supplemental specifications were necessary for Division 3. No supplemental specifications were necessary for Division 4. t- Page-SP-25 Revision Date:May 19, 1997 5-04 Asphalt Concrete Pavement 5-04 Asphalt Concrete Pavement Division 5 (2) Surface Treatments and Pavements sautes-teWhen a sample from uncompacted mix is needed the 5-04 Asphalt Concrete Pavement Contractor shall ensure that the samples can _be obtained in accordance with WSDOT Test Method 712. SECTION 5-04.3(8)A IS REVISED AND SUPPLEMENTED AS hauling vehigis FOLLOWS. B. Definition of Sampling Lot and Sublot. For the purpose 5-04.3(8)A Acceptance Sampling and Testing(RC) of acceptance sampling and testing, a lot-4s is-gh&4�-W defined as , 1. General. Acceptance of asphalt cement concrete shall be the total quantity of material or work produced for each job mix as—provided unde °r"r r- ;-2.1 G. a nonstatistical acceptance. formula (IMF). Only one lot per IMF is expected to occur.-fey Determination of °a4&9Q^^:-Q6r- 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) shallw•ill be evaluated for quality of gradation on a "''° ' g dailykA basis by the Contractor. This gradation analysis shall be r>,r> ,,,.th .,r ^. .,,r,rr°^ ^ ^°"' °f the The IMF ' based on WSDOT Test Method 104 and the results delivered to the (T^h Mix Pormula) is defined in Section 9- 03.8(6)A Contracting Agency by noon of the following working day. This (Basis of Acceptance). The Contractor may not make information shall be used by the Engineer to evaluate conformance any changes to the IMF without prior written approval of the with Section 9-03.8(6)A.2.-and A-asphalt content shall be tested at Engineer. the Eengineer's discretion if the Compaction Pay Factor(Section 5- The ContraGtor- may r-equpst a h in th air,. 1F th 04.3(10)B)falls below 1.00. thn_rh".,^° .,,:I1 l.° °.,21 "r .1 r{. 1. f '1 bl 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 shall he p o;f -med ^^ r"^A^.., bapig at the f of one greater than 1/4" and±2% for sieves smaller than the No. 10 the R:y sublot r: e sh"u h a t a h Inn r Apamsa the costs of the sampling and testing shall be borne by the Contractor. If the tTest results vary from the Contractor's data a e cost n the ranges listed testing then Sampling and testing for nonstatistical acceptance shall be the cost of sampling and testing will be borne by the Contracting performed on a random basis at a minimum frequency of one Agency.0-1pan grad-d mixes (asph 1r t Class D) q Y 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-aA r,r" a rest',or erf„ °, ,n r14° GOld b3' -r•nn rh of rh° ..r grbA" "fre Sampling, f nighttime 1 'rh' f u; hour-q "fret the h°,,.,.lag of the next pa"'ing shift Th &nginger will "tro Fr-Gvide,-by negri• of-dap aoxt wo kd'ty 394 that GURS Qf mix axgeud 1,500 tong sampling,- thel'e1n$esite Pay Pas (rnP f .h 1 r d when tho prgposal qWaA&i;i@g fQr. that C:12R--Gf PA;X a4c egg than &Ublotg age;th;:Vy...M-ts have b@GA P--d;,G@d D. Test Methods. When sample testing of asphalt content is necessary, Aacceptance testing for compliance of asphalt Go will use the Nuclear Asphalt Gauge Procedure; WSDOT Test 2. Aggregates. _Aggregates will be accepted for sand Method 722-T. When sample testing of gradation is necessary, equivalent and fracture based on their conformance to the Aacceptance testing for compliance of gradation will use the Quick requirements of Section 9-03.8(2)_ Determination of Aggregate Gradation using Alternate Solvent 3. Asphalt Cement. Asphalt Cement will be accepted fe•ti: Procedure; WSDOT Test Method 723-T.re Reject Mixture tests-based on dwi&-conformance to the requirements of Section 9- E.E. Rejection to Contractor. The Contractor may, prior to 02.1(43). Testing of asphalt properties to assure certification shall sampling, elect to remove any defective material and replace it be the responsibility of the contractor. If the vendor or grade of with new material at no expense to the Contracting Agency. Any the asphalt cement changes, a new job mix formula (JMF) shall be such new material will be sampled, tested, and evaluated for evaluated and approved. acceptance. ` 43. Asphalt Concrete Mixture (2) Rejection -by Engineer Without Testingil� rh^^r T°°' ^^ A. Sampling The Engineer may, without sampling, reject any batch, load, or (1) A sample will not be obtained from either the first or last section of roadway 25 tons of mix produced in each production shift. t Page-SP-26 Revision Date:May I9, 1997 , 5-04 Asphalt Concrete Pavement 5-04 Asphalt Concrete Pavement masssial that appears defective in gradation or asphalt cam," SECTION 5-04.03(10)A IS SUPPLEMENTED BY ADDING content. Material rejected before placement shall not be THE FOLLOWING: incorporated into aan pavement. Any rejected section of 5-04.3(10)A General (RC) compacted;oadwaypavement shall be removed. The Contractor shall not use vibration when compacting on a No payment will be made for the rejected materials or the street where A.C. Line (Transite) is m place (refer to City of removal of the materials unless the Contractor requests that the Renton Comprehensive Water System Plan to identify locations of rejected material be tested. If the Ccontractor elects to have the rejected material tested, a minimum of three representative samples A.C. lines.) will be obtained and tested. Representative samples to be removed SECTION 5-04.3(70)B IS REVISED AS FOLLOWS. for testing from compacted pavement shall be removed by coring. 5-04.3(10)B Control (SA) Asphalt concrete pavement Classes A, B, E, and F used in material is logg than Q:75, 14Q pa�'M@14;will be a4ads fQr tho rejaGwa traffic lanes, including lanes for ramps, truck climbing, weaving, d 44 addition, tTLe cost of s mpli;;g and tert;.,rtshall 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 Q 75 if r' ^frar ..loGe.,,e..r and the f AF_;c grQ specified level of relative density shall be a Comp sire Pay F^Gr , ceGtioA 1.-06'1(1 using 2 minimum ^f 924-.0 percent of the �g; placemgnt and removal Acceptance of the initially reference maximum density—as deteu;iiiad by WSDOT 'l=est rejected suspected material will use the acceptance sampling and b4cahgd _The reference maximum density shall be determined testing methods. If the material does not fall within the job mix as that developed in the job mix formula(JMF);he-;;;QW;;gaveraga formula tolerances of Section 9-03.8(6)A, the mix will be rejected gf dic mort r-G-tu F4,4 date r-mmations for-the lot of asphalt and all costs associated with sampling, testing and removal shall be If the Contractor chooses, a moving borne by the Contractor. The rejected material must be removed average of the three most recent tests of maximum density may be and replaced with new material at no expense to the Contracting determined through the use of WSDOT Test Method 705 by the Agency. If the material falls within the job mix formula Contractor at the Contractor's expense. The specified level of tolerances the mix will be accepted for quality of mix but will density attained will be determined by the average statistical remain subject to the compaction adjustment of Section 5-04.3(10) eualuatias—of three " nuclear density gauge tests taken in and all costs associated with sampling and testing will be borne by accordance with WSDOT Test Method 715 on the day the mix is the Contracting Agency. placed (after completion of the finish rolling) at locations (3) A 12 rr 1 e hl r T .ddit',,., to rho pro,.o,,;, determined by the scratif"ied random f r.,,;.,,. t„ WSDOT 14st bdothod 74.6 within each density lot CcQm. 2. normal &ubigt any wate;ial that ir suSPOGWd of bgi449 Tho quantity ;@pr@&sAt@d by ca I I " I I ill bo;IQ great-;fb2;; r i 01 t , d , sample ,@cation A .., less' The Engineer will furnish tho ComraGtor. with a copy of the results of all acceptance testing performed in the field as soon as the results are availabl h • th �e ft tosting, or f4- h*r' r4. Arh;t, four hour.,fte g;@ hog;ppipg .,f the ncxt paving shift Pavement compaction below 89 percent of the reference maximum density shall not be accepted Relative densities falling between 89 percent and 92 AM 9C g;x ;2AdQ ;R samples percent shall be subject to the price adjustments of Section 5- rn� A EAtka c hlnt If 2P @At;F@ guhlgt ig FQjeG&@d in 04.5(1)B. dgte.R:AiA ed' For compaction lots falling below a CPF of 1.00 pay-fades and thus subject to price reduction or rejection, cores may be used (5) A Lo; Progress The CoAtr.,,.t„r 'hall rh„t ,,,,.t,,, as an alternatives to the nuclear density gauge tests. 3314"A GO” r kca b;:iha Contragtkig Agency at the s nrr .f rt,e h r' h t' f d th r r Qif;Gor7.,., =r;21 r When the Contracting Agency requests cores and the ; level of relative density within a sublot is less than 92.0 percent, Drgps Wiwi, I Q0 and 41- COA=Ictor is taking RG tThe cost for ths—coring and testing shall be borne by the Contractor. When the Contracting Agency requests cores and the level of relative density within a (6) An F tiro Lot- A., entire lot ..,.th ^ C12P.,f'egg thou n 75 sublot is greater than 92.0 percent the cost for coring and testing shall be borne by the Contracting Agency. Q6 1(1)p ..nAer F7.,o..C:72, hweative papagFaph 1 it".,-4 At the start of paving, if requested by the Contractor, a compaction test section shall be constructed, as directed by the Engineer, to determine the compactibility of the mix design. t Page-SP-27 Revision Date:May 19, 1997 5-04 Asphalt Concrete Pavement 5-04 Asphalt Concrete Pavement Compactibility shall be evaluated as the ability of the mix to attain SECTION 5-04.5(1) QUALITY ASSURANCE PRICE a ig yen quality level corresponding to a pay factor of 1.00 or ADJUSTMENTS IS DELETED. greater referenced to the specified minimum density (924. percent of the reference maximum density SECTION 5-04.5(1)A IS DELETED AND REPLACED WITH THE FOLLOWING: birthed-SAS). If a compaction test section is requested, a Compaction pay factor of 1.00 shall apply until compatibility is 5-04.5(1)A Price Adjustments for Quality of AC Mix proven. Following determination of compactibility, the Contractor (RC) is responsible for the control of the compaction effort. If the Nonstatistical Acceptance-Each lot of asphalt concrete Contractor does not request a test section, the mix will be pavement produced and having all constituents falling within considered compactible. g the limits of the job mix formula shall be accepted at the unit Asphalt Concrete Classes A, B, E, F, and G constructed contract price. If the constituents of the mix fall outside the under conditions other than listed above shall be compacted on the limits of the job mix formula, the mix shall not be accepted (see basis of a test point evaluation of the compaction train. The test Section 5-04.3(8)Rejection of Mixture). point evaluation shall be performed in accordance with instructions from the Engineer. The number of passes with an approved SECTION 5-04.5(I)B IS REVISED AND SUPPLEMENTED AS compaction train, required to attain the maximum test point FOLLOWS: density, shall be used on all subsequent paving. Asphalt Concrete Class D and preleveling mix shall be 5-04.5(1)B Price Adjustments for Quality AC ' compacted to the satisfaction of the Engineer. Compaction (RC) In addition to the randomly selected locations for tests of the For each sublot a Compaction Pay density, the Engineer may also isolate from a normal lot any area Factor lnsentive ]?rise Adjustment Factor (rte., will be that is suspected of_being defective in relative density. Such determined based on the relative density of the tests. The isolated material will-not include an original sample location. A following table lists the Compaction Pay Factors and their minimum of three S randomly located density tests will be taken. associated relative density. ��° r'Tn^� °�••��� rh FF The isolated area will then be evaluated for price adjustment in bgt"'0914 th.e G-QR;.,,,°''° n.,•, m""'"'' Ad U„43' With d to accordance with this ection, considering Multiplied—by 40 peppsAt The compagtign r —_-•." ^�*^�°^• trill be calculated as the redact of GM^m .� it as a separate�sublotlet. � —P -.._-,�.,e SECTION 5-04.5 IS REVISED AS FOLLOWS: 5-04.5 Payment (RC) Relative Density Compaction Pay Factor (average of three tests) "Misc and/or Driveway Asphalt Conc. App;earA Cl. _ ?92.0 1.00 per ton. This item, when included in the contract, includes asphalt 91.5 0.99 paving for areas such as driveways and traffic islands that are not 91.0 0.95 part of other paving work. 90.5 0.91 90.0 0.85 89.5 0.80 paidfo;:as dG-gGF;b@d k;S@v c nn vii^ 89.0 0.75 t- Page-SP-28 Revision Date:May 19, 1997 6-12 Rockeries 6-12 Rockeries Division 6 and have a stable appearance. The rocks shall be carefully placed by mechanical equipment and in a manner such that the longitudinal Structures axis if the rock shall be at right angles or perpendicular to the rockery face. The rocks shall have all inclining faces sloping to the back of the rockery. Each row of rocks will be seated as SECTION 6-12 IS A NEW SECTION tightly and evenly as possible on the rock below in such a manner that there will be no movement between the two. After setting a 6-12 Rockeries course of rock, all voids between the rocks shall be chinked on the back with quarry rock to eliminate any void sufficient to pass a 2 6-12.1 Description (RC) inch square probe. The work described in this section, regardless of the type of 6-12.3.1 Rockery Backfill (RC) materials encountered includes the excavation and shaping of the The wall backfill shall consist of 1-1/2 inch minus crushed cut or fill slopes and furnishing and constructing rockeries/rock rock or gravel conforming to section 9-03.9(3). This material will retaining wall where shown on the plans or where directed by the be placed to an 8 inch minimum thickness between the entire wall engineer. and the cut or fill material. The backfill material will be placed in lifts to an elevation approximately 6 inches below the course of 6-12.2 Materials (RC) rocks placed. The backfill will be placed after each course of Rock walls shall be formed of larger pieces of quarried basalt, rocks. Any backfill material on the bearing surface of the rock andesite or other igneous rock. Individual pieces of rock shall be course will be removed before setting the next course. sound and resistant to weathering. When broken into pieces 6-12.3.2 Drain Pipe (RC) weighing 50 to 150 grams and tested for soundness with sodium A 4 inch diameter perforated pvc pipe shall be placed as a sulphate in accordance with aashto t104 the loss through a one- footing drain behind the rockeries as shown in the standard plans, inch sieve after 6 cycles shall not exceed 35% by weight. and connected to the storm drainage system where shown. The rock material shall be as nearly rectangular as possible so as to afford the minimum amount of void space between the blocks. 6-12.3.3 Rgiection Of Material (RC) No stone shall be used which does not extend through the wall. The inspector will have the authority to reject any defective The rock material shall be hard, sound, durable and free from material and to suspend any work that is being improperly done, weathered portions seams cracks and other defects. subject to the final decision of the engineer. All rejected material The rock density shall be a minimum of 160 pounds per cubic will be removed from the construction site and any rejected work foot The source of supply and representative samples of the shall be repaired or replaced at no additional cost to the Owner. material shall be approved by the engineer before delivery to the site. 6-12.4 Measurement (RC) The rock walls shall be constructed of one-man rocks, (85 to 300 pounds) each 10" in its least dimension; two-man rocks, (300 Measurement of the finished rock wall for payment will be made from the footing grade to the top of the wall and rounded to to 600 pounds) each 13" in its least dimension; three-man rocks the nearest square yard. (800 to 1,200 pounds) each 16" in its least dimension; four-man rocks(1,500 to 2,200 pounds) each 18" in its least dimension. The 6-12.5 Payment (RC) rocks shall range uniformly in size for each classification specifies. first course of Payment will be made under the item "rock retaining wall"_, The four-man rocks shall only be used for the rock in walls over 6 feet in height. per square yard. The unit price per square yard shall be full compensation for 6-12.3 Construction Requirements (RC) the rockery/rock retaining wall in place and shall include all work, The rock unloading at the site will be done in such a manner materials and equipment required to complete the installation, as to segregate the rock by the size ranges indicated in the including drainage pipe and all other items. preceding paragraph. The walls shall be started by excavating a trench, not less than 6 inches or more than one foot in depth below subgrade in excavation sections, or not less than 6 inches or more than one foot in depth below the existing ground level in embankment sections. Areas on which the rockery is to be placed shall be trimmed and dressed to conform to the elevation or slope indicated. The rock wall construction shall start as soon as possible upon the completion of the cut or fill section. Rock selection and placement shall be such that there will be no open voids in the exposed face of the wall over 6 inches across in any direction. The rocks shall be placed and keyed together with a minimum of voids. Particular attention shall be given to the placing and keying together of the final course of all rockeries. The final course shall have a continuous appearance and be placed to minimize erosion of the backfill material. The larger rocks shall be placed at the base of the rockery so that the wall will be stable t, Page-SP-29 Revision Date:May 19, 1997 7-01 Drains 7-04 Storm Sewers Division 7 Corrugated Polyethylene Culvert Pipe 9-05.19 Where steel or aluminum are referred to in this Section in Drainage Structures, Storm Sewers, regard to a kind of culvert pipe, pipe arch, or end sections, it shall Sanitary Sewers, Water Mains, and be understood that steel is zinc coated with Asphalt Treatment I (galvanized) or aluminum coated (aluminized) corrugated iron or Conduits steel, and aluminum is corrugated aluminum alloy as specified in Sections 9-05.4 and 9-05.5. Where plain or reinforced concrete steel or aluminum are 7-01 Drains referred to in Section 7-02 it shall be understoo d that rference Is made to PVC. SECTION 7-01.2 IS REVISED AS FOLLOWS: 7-01.2 Materials (RC) 7-03 Structural Plate Pipe, Pipe Arch, Arch, and Underpass Drain pipes may be concrete, zinc coated (galvanized) Asphalt Treatment I or aluminum coated (aluminized) corrugated iron or SECTION 7-03.2 IS REVISED AS FOLLOWS: steel with Asphalt Treatment I, corrugated aluminum alloy, polyvinyl chloride (PVC), or corrugated polyethylene (PE) at the 7-03.2 Materials (RC) option of the Contractor unless the Plans specify the type to be Materials shall meet the requirements of the following used. sections: SECTION 7-01.3 IS REVISED AS FOLLOWS: Concrete Class 3000 6-02 Corrugated Steel Asphalt Treatment I 9-05.6(8) I 7-01.3 Construction Requirements (RC) Corrugated Aluminum 9-05.6(8) PVC drain pipe shall be jointed with a bell and spigot joint Reinforcing Steel 9-07 using a flexible elastomeric seal as described in Section 9-04.8. The bell shall be laid upstream. PE or ABS drain pipe shall be SECTION 7-03.5 IS REVISED AS FOLLOWS: jointed with snap-on, screw-on, or wraparound coupling bands as I recommended by the manufacturer of the tubing. 7-03.5 Payment (RC) PVC underdrain pipe shall be jointed using either the flexible payment will be made in accordance with Section 104.1, for 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 each of the following bid items that are included in the proposal: otherwise specified in the Plans. The bell shall be laid upstream. "St. Sir. Plate Pipe _ Gage _ In. Diam.", per linear PE or ABS drainage tubing underdrain pipe shall be jointed with foot with Asphalt Treatment I. snap-on, screw-on, or wraparound coupling bands, as "St. Sir. Plate Pipe Arch_Gage_Ft._In. Span", recommended by the manufacturer of the tubing. per linear foot with Asphalt Treatment I. "St. Sir. Plate Arch— Gage_ Ft. _ In. Span", per SECTION 7-01.4 IS SUPPLEMENTED ADDING THE linear foot with Asphalt Treatment I. FOLLOWING: "Structure Excavation Class B", per cubic yard. "Structure Excavation Class B Incl.Haul", per cubic yard. 7-01.4 Measurement (RC) "Structure no bid item for Structure Excavation Class A or Structure When the contract does not include "structure excavation Excavation Class B, including haul is included in the schedule of Class B" or "Structure excavation Class B including haul" as a pay prices then the work will be considered incidental and its cost item all costs associated with these items shall be included in other should be included in the cost of the pipe. "Shoring or Extra contract pay items. Excavation Class B". If it is not in the contract, then it shall be incidental. 7-02 Culverts 7-04 Storm Sewers SECTION 7-02.2 IS REVISED AND SUPPLEMENTED AS FOLLOWS: SECTION 7-04.2 IS REVISED AS FOLLOWS. 7-02.2 Materials (RC) 7-04.2 Materials (RC) Materials shall meet the requirements of the following Where steel or aluminum are referred to in this Section in sections: regard to a kind of storm sewer pipe, it shall be understood that Plain Concrete Culvert Pipe 9-05.3(1) steel is zinc coated (galvanized) Asphalt Treatment I Coated e* I Reinforced Concrete Culvert Pipe 9-05.3(2) "'" ;;;'m ygate d (al d corrugated iron or steel and Beveled Concrete End Sections 9-05.3(3) aluminum is corrugated aluminum alloy as specified in Sections Steel Culvert Pipe and Pipe Arch, Asphalt Treatment I 9-05.4 9-05.4 and 9-05.5. Steel Idestable 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) Page-SP-30 Revision Date: May 19, 1997 7-05 Manholes,Inlets,and Catch Basins 7-05 Manholes,Inlets,and Catch Basins 7-04.3 Construction Requirements 7-05 Manholes, Inlets, and Catch Basins SECTION 7-04.3(1)B IS SUPPLEMENTED BY ADDING THE SECTION 7-05.3 IS SUPPLEMENTED BY ADDING THE FOLLOWING: FOLLOWING: 7-04.3(1)B Pipe Bedding (RC) 7-05.3 Construction Requirements (RC) Pipe bedding for PVC sewer pipe shall consist of clean, granular pea gravel consistent with section 9-03.12(3). It shall be All manholes shall have eccentric cones and shall have placed to a depth of 6" over and 6" under the exterior walls of the ladders. pipe. SECTION 7-05.3(1) IS REVISED AND SUPPLEMENTED AS FOLLOWS: 7-04.3(2) Laying Storm Sewer Pipe SECTION 7-04.3(2)A IS REVISED AS FOLLOWS: 7-05.3(1) Adjusting Manholes and Catch Basins to Grade (RC) 7-04.3(2)A Survey Line and Grade (RC) The existing cast iron ring and cover on manholes and the Survey line and grade will be provided by the Engineer or catch basin frame and grate shall first be removed and thoroughly contractor in a manner consistent with accepted practices and these cleaned for reinstalling at the new elevation. From that point, the specifications. existing structure shall be raised or lowered to the required elevation. SECTION 7-04.3(2)G IS SUPPLEMENTED BY ADDING THE tQ the ,.:f:o,i .ti:" ROGtigg, .,d the fln,rhed FOLLOWING: an=wra Rhall aonf„rm to the requirements „f the Standar-d Plan 7-04.3(2)G Storm Sewer Line Connections (RC) ^'Q;,sd by the Engineer All connections not occurring at a manhole or catch basin shall In unpaved streets: Manholes, catch basins and similar be done utilizing pre-manufactured tee connectors or pipe sections structures in areas to be surfaced with crushed rock or gravel shall approved by the Engineer. Any other method or materials be constructed to a point approximately eight inches below the proposed for use in making connections shall be subject to approval subgrade and covered with a temporary wood cover. Existing by the Engineer. manholes shall be cut off and covered in a similar manner. The contractor shall carefully reference each manhole so that they may SECTION 7-04.4 IS REVISED AS FOLLOWS: be easily found upon completion of the street work. After placing 7-04.4 Measurement (RC) the gravel or crushed stone surfacing the manholes and manhole castings shall be constructed to the finished grade of the roadway The length of storm sewer pipe will be the number of linear surface Excavation necessary for bringing manholes to grade feet of completed installation measured along the invert and will shall center about the manhole and be held to the minimum area include the length through elbows, tees, and fittings. The number necessary. At the completion of the manhole adjustment, the void of linear feet will be measured from the center of manhole to around the manhole shall be backfilled with materials which result center of manhole or from the center of catch basin to center of in the section required on the typical road way section and be catch basins and similar type structures. thoroughly compacted. In cement concrete pavement Manholes catch basins and SECTION 7-04.5 IS SUPPLEMENTED AND REVISED AS similar structures shall be constructed and adjusted in the same FOLLOWS: manner as outlined above except that the final adjustment shall be 7-04.5 Payment RC made and cast iron frame be set after forms have been placed and checked In placing the concrete pavement extreme care shall be The unit contract price per linear foot for storm sewer pipe of taken not to alter the position of the casting in any way. the kind and size specified shall be full pay for all work to In asphalt concrete pavement: Manholes shall not be adjusted complete the installation including adjustment of inverts to until the pavement is completed at which time the center of each manholes. When no bid item "gravel backfill for pipe bedding is manhole shall be carefully relocated from references previously included in the Schedule of Prices pipe bedding as shown in the established by the contractor. The pavement shall be cut in a standard plans shall be considered incidental to the pipe and no restricted area and base material be removed to permit removal of additional payment shall be made. the cover. The manhole shall then be brought to proper grade "Testing S c p: utilizing the same methods of construction as for the manhole Testing of storm sewer pipe if required by the Engineer, shall itself. The cast iron frame shall be placed on the concrete blocks be considered incidental to and included in the unit contract prices and wedged up to the desired grade The asphalt concrete pavement for other items. shall be cut and removed to a neat circle the diameter of which shall be equal to the outside diameter of the cast iron frame plus two feet. The base materials and crushed rock shall be removed and Class 3000 or Commercial Portland Cement Concrete shall be placed so that the entire volume of the excavation is replaced up to within but not to exceed 2 inches of the finished pavement surface. On the day following placement of the concrete the edge of the asphalt concrete pavement and the outer edge of the casting shall be painted with hot asphalt cement Asphalt Class G concrete shall then be placed and compacted with hand tampers and a patching roller. The complete patch shall match the existing paved surface for texture density, apd uniformity of grade. The joint between the Page-SP-31 Revision Date:May 19, 1997 7-08 General Pipe Installation Requirements 7-08 General Pipe Installation Requirements patch and the existing pavement shall then be carefully painted with SECTION 7-05.4 IS REVISED AS FOLLOWS: hot asphalt cement or asphalt emulsion and shall be immediately 7-05.4 Measurement (RC) covered with dry paving sand before the asphalt cement solidifies. The inside throat of the manhole shall be thoroughly mortared and Manholes will be measured per each. Measurement of plastered. manhole heights for payment purposes will be the distance from _Adjustment of inlets: The final alignment and grade of cast finished rim elevation to the invert of the lowest outlet pipe iron frames for new and old inlets to be adjusted to grade will be Adjustments of new structures and miscellaneous items such established from the forms or adiacent pavement surfaces. The as valve boxes shall be considered incidental to the unit contract final adjustment of the top of the inlet will be performed in similar price of the new item and no furthur compensation shall be made manner to the above for manholes. On asphalt concrete paving Adjustment of existing structures and miscelaneous items such projects using curb and gutter section, that portion of the cast iron as valve boxes shall be measured by "Adjust Existing " per frame not embedded in the gutter section shall be solidly embedded each which shall be full pay for all labor and materials including all in concrete also. The concrete shall extend a minimum of six concrete for the completed adjustment in accordance with Section inches beyond the edge of the casting and shall be left 2 inches 7-05.3(1) and the City of Renton Standard Details below the top of the frame so that the wearing course of asphalt Connection to existing pipes and structures shall be measured concrete pavement will butt the cast iron frame. The existing per each. concrete pavement and edge of the casting shall be painted with hot SECTION 7-05.5 IS REVISED AND SUPPLEMENTED AS asphalt cement. Adjustments in the inlet structure shall be FOLLOWS: constructed in the same manner and of the same material as that required for new inlets. The inside of the inlets shall be mortared 7-05.5 Payment (RC) and plastered. "AdjustMaaAe.14 Existing " per each. Monuments and cast iron frame and cover: Monuments and monument castings shall be adjusted to grade in the same manner The unit contract price per each for "Adjust Existing " shall be full a as for manholes. " "Adjust � pay Valve box castings:Adjustments of valve box castings shall be for all costs necessary to make the adjustment including restoration made in the same manner as for manholes. of adjecent areas in a manner acceptable to the Engineer. "Structure Excavation Class B", per cubic yard. SECTION 7-05.3(2)IS REVISED AS FOLLOWS: "Structure Excavation Class B Incl. Haul", per cubic yard. Structure excavation for concrete inlets and area inlets is 7-05.3(2) Abandon Existing Manholes (RC) considered incidental to the cost of the inlets and shall be included Where it is required that an existing manhole be abandoned, in the unit contract price for the concrete inlet and the area inlet. If the structure shall be broken down to a depth of at least 4 feet no bid item for Structure Excavation Class A or Structure below the revised surface elevation, all connections plugged, the Excavation Class B is included in the schedule of prices then the manhole base shall be fractured to prevent standing water, and the work will be considered incidental and its cost should be included manhole filled with sand and compacted to 90 percent density as in the cost of the pipe. specified in Section 2-03.3(14)C. Debris resulting from breaking "Connect to Existing Catch Basin," per each. the upper part of the manhole may be mixed with the sand subject "Connect Structure to existing pipe," per each. to the approval of the Engineer. The ring and cover shall be salvaged and all other surplus material disposed of. 7-08 General Pipe Installation Requirements SECTION 7-05.3(3) IS SUPPLEMENTED BY ADDING THE SECTION 7-08.3(1)C SUPPLEMENTED AS FOLLOWS: FOLLOWING: 7-08.3(1)C Pipe Zone Bedding (RC) (SA) 7-05.3(3) Connections to Existing Manholes (RC) Hand compaction of the bedding materials under the pipe Where shown on the plans, new drain pipes shall be connected haunches will be required. Hand compaction shall be accomplished to existing line, catch basin, curb inlets and/or manholes. The by using a suitable tamping tool to firmly tamp bedding material contractor shall be required to core drill into the structure, shape under the haunches of the pipe. Care shall be taken to avoid the new pipe to fit and regrout the opening in a workmanlike displacement of the pipe during the compaction effort. manner. Where directed by the engineer or where shown on the Pipe bedding shall be considered incidental to the pipe and no plans, additional structure channeling will be required. further compensation shall be made. A "Connection to existing" item will be allowed at any SECTION 7-08.3(2)E IS SUPPLEMENTED AS FOLLOWS: connection of a new line to an existing structure, or the connection of a new structure to a existing line. No "connection to existing" 7-08.3(2)E Rubber Gasketed Joints(RC) will be accepted at the location of new installation, relocation and In laying pipe with rubber gaskets, the pipe shall be handled adjustment of line manholes,catch basins or curb inlets. carefully to avoid knocking the gasket out of position or Any damage to existing pipe or structure that is to remain in contaminating it with foreign material. Any gasket so disturbed place resulting from the Contractor's operations shall be repaired shall be removed, cleaned, relubricated if required, and replaced or replaced at his own expense. before joining the sections. The unit bid price per each shall be full compensation for all The pipe shall be properly aligned before joints are forced labor, materials and equipment required. home. Sufficient pressure shall be applied in making the joint to ensure that the joint is home, as defined in the standard installation instructions provided by the pipe manufacturer. The Contractor may use any method acceptable to the Engineer for pulling the pipe together, except that driving or ramming by hand or machinery will not be permitted. Any pipe damaged during joining and joint t- Page-SP-32 Revision Date:May 19, 1997 7-08 General Pipe Installation Requirements 7-08 General Pipe Installation Requirements tightening shall be removed and replaced at no expense to the Pipe shall be kept clean during and after laying. All openings in Contracting Agency. the pipe line shall be closed with water tight expandable type sewer Care shall be taken by the CONTRACTOR to avoid over plugs at the end of each day's operation or whenever the pipe pushing the pipe and damaging the pipe or joint system. Any openings are left unattended. The use of burlap, wood or other damaged pipe shall be replaced by the Contractor at his expense. similar temporary plugs will not be permitted. Care shall be taken to properly align the pipe before joints are Where necessary to raise or lower the pipe due to unforeseen entirely forced home. During insertion of the tongue or spigot, the obstructions or other causes, the ENGINEER may change the pipe shall be partially supported by hand, sling or crane to alignment and/or the grades. Except for short runs which may be minimize unequal lateral pressure on the gasket and to maintain permitted by the ENGINEER, pipes shall be laid uphill on grades concentricity until the gasket is properly positioned. Since most exceeding 10 percent. Pipe which is laid on a downhill grade shall gasketed joints tend to creep apart when the end of the pipe is be blocked and held in place until sufficient support is furnished by deflected and straightened, such movement shall be held to a the following pipe to prevent movement. minimum once the joint is home. Unless otherwise required, all pipe shall be laid straight between the changes in alignment and at uniform grade between SECTION 7-08.3(2).1 IS AN ADDED NEW SECTION: changes in grade. For concrete pipes with elliptical reinforcement 7-08.3(2)J Placing PVC Pipe (RQ the pipe shall be placed with the minor axis of the reinforcement in In the trench prepared as specified in Section 7-02.3(1) PVC a vertical position. pipe shall be laid beginning at the lower end, with the bell end Immediately after the pipe joints has been made, proper gasket upgrade Pea gravel will be used as the bedding material and placement shall be checked with a feeler gage as approved by the extend from 6" below the bottom of the pipe to 6" above the top of pipe manufacturer to verify proper gasket placement. the pipe When it is necessary to connect to a structure with a SECTION 7-08.3(2)G IS SUPPLEMENTED BY ADDING THE mudded joint a rubber gasketed concrete adapter-collar will be used FOLLOWING: at the point of connection. 7-08.3(2)G Sewer Line Connections (RC) 7-08.3(2)A Survey Line and Grade Unless otherwise approved by the Engineer, all connections of Survey line and grade control shall be provided in accordance lateral sewers to existing mains shall be made through a cast iron with Sections 1-05.4, 1-05.5 and 1-11 saddle secured to the sewer main with stainless steel bands. When EugincGr in a manner consistent with accepted practices. the existing main is constructed of vitrified clay, plain or The Contractor shall transfer line and grade into the trench reinforced concrete cast or ductile iron pipe, the existing main where they shall be carried by means of a laser beam using 50 foot shall be core drilled. minimum intervals for grade staking. Any other procedure shall Connections (unless booted connections have been provided have the written approval of the Engineer. for) to existing concrete manholes shall be core-drilled, and shall have an "O" ring rubber gasket meeting ASTM C-478 in a manhole coupling equal to the Johns-Manville Asbestos-Cement collar, or use a conical type flexible seal equal to kore-N-Seal. PVC pipe connection shall consist of tee nipple and couplers as approved by the Engineer. th 44 0-val of Cho>agi SECTION 7-08.4 IS REVISED AND SUPPLEMENTED AS FOLLOWS: SECTION 7-08.3(2)B IS SUPPLEMENTED BY ADDING THE FOLLOWING: 7-08.4 Measurement (SA) 7-08.3(2)B Pipe Laying (RC) Gravel backfill for foundations, or gravel backfill for pipe Checking of the invert elevation of the pipe may be made by zone bedding when used for foundations, shall he measured by the calculations from measurements on the top of the pipe, or by cubic yard, including haul, as specified in 2-09r, or by the TON. looking for ponding of 1/2" or less which indicates a satisfactory Concrete for plugging existing pipes will be measured by the condition At manholes when the downstream pipe(s) is of a cubic yard for the volume which would be required to completely larger size pipe(s) shall be laid by matching the(eight-tenths) flow fill the pipe for a distance of two diameters. Computation for elevation unless otherwise approved by the Engineer. corrugated metal pipes will be based on the nominal diameter. All pipe fittings etc. shall be carefully handled and protected Excavation of the trench will be measured as structure against damage impact shocks and free fall. All pipe handling excavation Class B or structure excavation Class B including haul, equipment shall be acceptable to the ENGINEER. Pipe shall not by the cubic yard as specified in Section 2-09. When excavation be placed directly on rough ground but shall be supported in a below grade is necessary, excavation will be measured to the limits manner which will protect the pipe against injury whenever stored ordered by the Engineer. at the trench site or elsewhere. No pipe shall be installed where Embankment construction before culvert placement under the the lining or coating show defects that may be harmful as applicable provisions of Section 7-08.3(1)A will be measured in determined by the ENGINEER. Such damaged lining or coating accordance with Section 2-03. shall be repaired or a new undamaged pipe shall be furnished and Shoring or extra excavation class B will be measured as installed. specified in Section 2-09.4. The CONTRACTOR shall inspect each pipe and fitting prior , to installation to insure that there are not damaged portions of the pipe Any defective damaged or unsound pipe shall be repaired or replaced All foreign matter or dirt shall be removed from the interior of the pipe before lowering into position in the trench. Page-SP-33 Revision Date:May 19, 1997 7-10 Trench Exc.,Bedding,and Backfill for Water Mains 7-11 Pipe Installation for Water Mains SECTION 7-08.5 IS REVISED AND SUPPLEMENTED AS 7-11 Pipe Installation for Water Mains FOLLOWS. 7-08.5 Payment I (SA) 7-11.3 Construction Details (RC) Payment will be made in accordance with Section 1-04.1 for each of the following bid items that are included in the proposal: 7-11.3(4) Laying of Pipe on Curves "Gravel Backfill for Foundations", per cubic yard, or Ton. SECTION 7-11.3(4)A HAS BEEN REVISED AS FOLLOWS: "Gravel Backfill for Pipe Zone Bedding", per cubic yard, or Ton. 7-11.3(4)A Ductile Iron Pipe (RC) "Commercial Concrete", per cubic yard. Long radius (500feet or more) curves, either horizontal or "Structure Excavation Class B", per cubic yard. vertical, may be laid with standard pipe by deflecting the joints. If "Structure Excavation Class B Incl. Haul", per cubic yard. the pipe is shown curved in the Plans and no special fittings are Unless specifically identified and provided as separate items, shown, the Contractor can assume that the curves can be made by structure excavation, dewatering and backfilling shall he incidental deflecting the joints with standard lengths of pipe. If shorter to pipe installation and no further compensation shall be made. lengths are required, the Plans will indicate maximum lengths that "Shoring or Extra Excavation Class B", per square foot. can be used. The amount of deflection at each pipe joint when pipe If this pay item is not in the contract, then it shall be is laid on a horizontal or vertical curve shall not exceed one half of I incidental. the manufacturer's printed recommended deflections. 7-10 Trench Exc., Bedding, and Backfill for SECTION 7-11.3(4)B IS SUPPLEMENTED AS FOLLOWS: Water Mains 7-11.3(4)B Polyvinyl Chloride (PVC) Pipe (4 inches and Over) (RC) SECTION 7-10.4 IS REVISED AS FOLLOWS. Polyvinyl Chloride (PVC) Pipe shall not be used for water mains and appurtenances. 7-10.4 Measurement(RC) THE TITLE AND TEXT OF SECTION 7-11.3(6) HAS BEEN Measurement of bank run gravel for trench backfill will be by REVISED AS FOLLOWS: the cubic yard measured by the calculation of neat lines based on maximum trench width per Section 2-09.4 or by the ton, in 7-11.3(6) Laying Ductile Iron Pipe and Fittings with accordance with Section 1-09. Polyethylene Encasement (RC) Whero rhQvin in the Dlans, tThe Contractor shall lay ductile 7-10.5 IS REVISED AND SUPPLEMENTED AS FOLLOWS. iron pipe with a polyethylene encasement. Pipe and polyethylene 7-10.5 Payment (RC) encasement shall be installed in accordance with AWWA C105. The polyethylene encasement shall also be installed on all appurtenances, such as pipe laterals couplings fittings and valves, with 8 mil. polyethylene plastic in accordance with Section 4-5 of ANSI 21.5 or AWWA C105. The polyethylene wrap shall be tube type and black color. Any damage that occurs to the wrap shall be repaired in accordance Payment for "removal with ANSI/AWWA C105/A21.5-93. and replacement of unsuitable material" will be considered Installation of the polyethylene encasement shall be considered incidental to or calculated under other bid items and no further incidental to the installation of the pipe and no additional payment compensation will be made. shall be allowed. 4. "Bank Run Gravel for Trench Backfill", per cubic yard or ton. 7-11.3(7)A AND 7-11.3(7)B HAVE BEEN DELETED AND The unit contract price per cubic yard or ton for "Bank Run REPLACED BY THE FOLLOWING Gravel for Trench Backfill" shall be full pay for all work to 7-11.3(7) Laying Steel Pipe_RC) furnish, place, and compact the material in the trench. Also Steel pipe shall not be used. included in the unit contract price is the disposal of excess and unusable material excavated from the trench. SECTION 7-11.3(9)A IS REVISED AND SUPPLEMENTED AS 6. "Foundation Material" , per ton or cubic yard. FOLLOWS: Payment at the unit contract price for "foundation material" 7-11.3(9)A Connections to Existing Mains (RC) shall be full compensation for excavating and disposing of the The Contractor may be required to perform the connection unsuitable material and replacing with the appropriate foundation during times other than normal working hours. The Contractor material per Section 9-30.7B(1). shall not operate any valves on the existing system without spaGif'tc Water system personnel will operate all valves on the existing system for the contractor when required. No work shall be performed on the connections unless a representative of the water department is present to inspect the work. When not stated otherwise in the special provisions or on the plans all connections to existing water mains will be done by City forces as provided below: City Installed connections: Page-SP-34 Revision Date:May 19, 1997 7-11 Pipe Installation for Water Mains 7-11 Pipe Installation for Water Mains Connections to existing piping and tie-ins are indicated on the registering I gallon per revolution. The meter shall be approved by drawings The contractor must verify all existing piping, the Engineer. dimensions and elevations to assure proper fit. Acceptability of the test will be determined as follows: Connections to the existing water main shall not be made Acceptability of the test will be determined by two factors as without first making the necessary arrangements with the Engineer follows: in advance. 1. The quantity of water lost from the main shall not exceed A two-week advance notice shall be required for each the number of gallons per hour as listed in the following connection which requires a cutting of the existing water mains or a table. shut-down of the existing water mains. The City reserves the right 2. The loss in pressure shall not exceed 5 psi during the 2 hour to re-schedule the connection if the work area is not ready at the test period. scheduled time for the connection. All water used to perform hydrostatic pressure shall be Work shall not be started until all the materials, equipment charged a usage fee. and labor necessary to properly complete the work are assembled on site. Allowable leakage per 1000 ft. of pipeline*-in GPH The Contractor shall provide all saw-cutting removal and disposal of existing surface improvements excavation, haul and Nominal Pipe Diameter in inches disposal of unsuitable materials shoring, de-watering, foundation PSI 6" 8" 10" 12" 16" 20" 24" material at the connection areas before the scheduled time for the 450 0.95 1.27 1.59 1.91 2.55 3.18 3.82 connection by the City. The Contractor shall provide all materials 450 0_90 1.20 1.50 1.80 2.40 3_00 3_60 necessary to install all connections as indicated on the construction 350 0_84 1.12 1.40 1.69 2.25 2.81 3.37 plans including but not limited to the required fittings, couplings, 275 0.75 1_00 1.24 1.49 1_99 2.49 2_99 pipe spools shackle materials to complete the connections. The 250 0.71 0.95 1.19 1.42 1_90 2.37 2.85 Contractor shall provide and install concrete blocking, polywrap 225 0_68 0_90 1.13 1.35 1.80 2.25 2.70 200 0.64 0.85 1.06 1.28 1.70 2.12 2.55 the piping at the connections backfill and surface restoration at the locations shown on the plans for the connections to the existing *If the pipeline under test contains sections of various diameters the allowable leakage will be the sum of the computed water mains. The City will cut the existing main and assemble all materials. leakage for each size. For those diameters or pressures not listed, the formula below shall be used: SECTION 7-11.3(11) IS SUPPLEMENTED AND REVISED AS The quantity of water lost from the main shall not exceed the FOLLOWS. number of gallons per hour as determined by the formula 7-11.3(11) Hydrostatic Pressure Test (RC) L P A hydrant meter and a back flow prevention device will be 7400 used when drawing water from the City system. These may be L which obtained from the City by completing the required forms and I = Allowable leakage,pipeline tested making required security deposits There will be a charge for the N = No. of joints in the length of pipeline tested water used. Before applying the specified test pressure, air shall D = Nominal diameter of the pipe t inches be expelled completely from the pipe valves and hydrants. If P = Average test pressure during the leakage test, psi pe anent air vents are not located at all high points, the contractor shall install corporation cocks at such points so that the air can be '" 's '°' "°" �- expelled as the line is filled with water. After all the air has been SECTION 7-11.3(12)A SHALL BE REVISED AND expelled the corporation cocks shall be closed and the test SUPPLEMENTED AS FOLLOWS: pressure applied At the conclusion of the pressure test, the corporation cocks shall be removed and plugged. 7-11.3(12)A Flushing and "Poly-pigging"(RC) The mains shall be filled with water and allowed to stand Sections of pipe to be disinfected shall first be Aaskedpoly- under pressure for a minimum of 24 hours to allow the escape of pigged to remove any solids or contaminated material that may air and allow the lining of the pipe to absorb water. The State will have become lodged in the pipe. If furnish the water necessary to fill the pipelines for testing purposes of tho paia,-the main cannot be "poly-pigged", then a tap shall be at a time of day when sufficient quantities of water are available for provided large enough to develop a velocity of at least 2.5 fps in normal system operation. the main. The test shall be accomplished by pumping the main up to the The "Poly pig" shall be equal to Girard Industries Aqua- required pressure, stopping the pump for a minimum of two hours, Swab-AS 21b/cu-ft density foam with 90A durometer urethane and then pumping the main up to the test pressure again. During rubber coating on the rear of the "Poly-pig" on1Y• The Poly-Dig the test, the Section being tested shall be observed to detect any shall be cylinder shaped with bullet nose or squared end. 6wi of the visible leakage. A clean container shall be used for holding water for pumping up pressure on the main being tested. This makeup water shall be sterilized by the addition of chlorine to a Dechlorination of all water used for disinfection shall be concentration of 50 mg/l. accomplished in accordance with the City's standard detail. Water The quantity of water required to restore the pressure shall be containing chlorine residual in excess of that carried in the existmg accurately determined by either 1)pumping from an open container water system shall not be disposed into the storm drainage system of suitable size such that accurate volume measurements can be or any water way. made by the Owner or, 2) by pumping through a positive displacement water meter with a sweep unit pumping through a positive displacement water meter with a sweep unit hand t- Page-SP-35 Revision Date:May 19, 1997 7-11 Pipe Installation for Water Mains 7-11 Pipe Installation for Water Mains SECTION 7-11.3(12)D HAS BEEN DELETED AND Joint restrainer system components: REPLACED WITH: Tiebolt. ASTM A242, type 2, zinc plated or hot-dip 7-11.3(12)D Dry Calcium Hypochlorite (RC) galvanized. SST 7:5/8 for 2" and 3" mechanical joints 3/4" for to 12 mechanical joints, ASTM A325 type 3D except tensi►e Dry calcium hypochlorite shall not be place d in the pipe as 4" to of full-body threaded section shall be increased to 40 000 laid. lbs. minimum for 5/8" and 60,000 lbs. minimum for 3/4" b heat SECTION 7-11.3(12)K HAS BEEN REVISED AS FOLLOWS: treating (quenching and tempering) to manufactures reheat and hardness specifications. SST 753: 3/4" for 14" to 24" mechanical 7-11.3(12)K Retention Period (RC) points. same ASTM specification as SST 7. SST 77. 3/4" same as Treated water shall be retained in the pipe at least 24 hours SST 7, except I" eye for 7/8" rod. same ASTM specification as but no long than 48 hours. After this period, the chlorine residual SST 7. at pipe extremities and at other representative points shall be at Tienut: heavy hex nut for each tiebolt: SS8: 5/8" and 3/4" least 25 mg/1. ASTM A563, grade C3, or zinc plated. S8: 5/8" and 3/4" ASTM SECTION 7-11.3(12)N HAS BEEN REVISED AS FOLLOWS. A563, grade A, zinc plated or hot-dip galvanized 7-11.3(12)N Final Flushing and Testing (RC) Tiecoupling: used to extend continuous threaded rods and are provided with a center stop to aid installation zinc plated or hot- Before placing the lines into service, a satisfactory report shall be received from the local or State health department or an dip galvanized. SS10: for 5/8" and 3/4" tierods ASTM A563 grade C3. S10: for 5/8" and 3/4" tierods ASTM A563 grade A approved testing lab on samples collected from representative points in the new system. Samples will be collected and Tierod: continuous threaded rod for cutting to desired lengths bacteriological tests obtained by the Engineer. zinc plated or hot-dip galvanized. SS12: 5/8" and 3/4" diameter, ASTM A242, type 2; ANSI B1.1. S12: 518" and 3/4" diameter, SECTION 7-11.3(13) HAS BEEN SUPPLEMENTED BY ASTM A36, A307. ADDING THE FOLLOWING: Tiewasher: round flat washers, zinc plated or hot-dip 7-11.3(13) Concrete Thrust Blocking and Dead-Man galvanized. SS17:ASTM A242, F436. S17: ANSI B18.22.1. Block (RC) Installation: Provide concrete blocking at all hydrants fittings and Install the ioint restraint system in accordance with the manufactures instructions so all joints are mechanically locked horizontal vertical angle points. Conform The City of Renton together to prevent joint separation. Tiebolts shall be installed to standard details for general blocking, and vertical blocks herein. pull against the mechanical joint body and not the MJ follower. All fittings to be blocked shall be wrapped with 8-mil polyethylene Torque nuts at 75-90 foot pounds for 3/4" nuts. Install tiecouplings plastic. Concrete blocking shall be properly formed with plywood with both rods threaded equal distance into tiecouplings. Arrange or other acceptable forming materials and shall not be poured tierods symmetrically around the pipe. around joints. The forms shall be stripped prior to 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 Pipe Diameter Number of 3/4" rods, installation and removal of formwork. Tie Rods Required Blocking shall be commercial concrete (hand mixed concrete 4" ••••••••""""""""""""""'2 is not allowed)and poured in place. 6" ....................................••••••.2 8" ...........................................3 SECTION 7-11.3(15)IS A NEW ADDITIONAL SECTION. 10"...........................................4 12"...........................................6 7-11.3(15) Joint Restraint Systems C General: 16"...........................................8 Where shown on the plans or in the specifications or required by 18",,,,,,,,,,,,,„ ,,,,,,,,,,,,,,,,,,,,,,,,,,,,8 the engineer, joint restraint system (shackle rods)shall be used. all 20"...........................................10 joint restraint materials used shall be those manufactured by star 24"...........................................14 national products, 1323 holly avenue PO box 258, Columbus Ohio 30"...........................................(16-7/8"rods) 43216, unless an equal alternate is approved in writing by the 36"...........................................(24-7/8"rods) engineer. Materials: Steel types used shall be: High strength low-alloy steel(cor-ten), ASTM A242, heat- Where a manufactures mechanical joint valve or fitting is treated, superstar "SST" series. High strength low-alloy steel(cor-ten), ASTM A242, superstar supplied with slots for "T" bolts instead of holes a flanged valve "SS” series. with a flange by mechanical joint adapter shall be used instead, so Items to be galvanized are to meet the following requirements: as to provide adequate space for locating the tiebolts. ASTM A153 for galvanizing iron and steel hardware. Where a continuous run of pipe is required to be restrained, ASTM A123 for galvanizing rolled, pressed and forged steel no run of restrained pipe shall be greater than 60 feet in length shapes. between fittings. Insert long body solid sleeves as required on longer runs to keep tierod lengths to the 60 foot maximum. Pipe used in continuously restrained runs shall be mechanical joint pipe and tiebolts shall be installed as rod guides at each joint. Page-SP-36 Revision Date:May 19, 1997 7-12 Valves for Water Mains 7-12 Valves for Water Mains Where poly wrapping is required all tiebolts, tienuts, 7_12 Valves for Water Mains tiecouplings tierods and tiewashers, shall he galvanized. All disturbed sections will be painted to the inspectors satisfaction, SECTION 7-12.02 HAS BEEN REVISED AS FOLLOWS: with koppers bitomastic no. 300-m, or approved equal. Where poly wrapping is not required all tiebolts, tienuts, SECTION 7-12.3(1)HAS BEEN REVISED AS FOLLOWS. tiecouplings tierods and tiewashers may be galvanized as specified in the preceding paragraph or plain and painted in the entirety with 7-12.3(1) Installation of Valve Marker Post (RC) koppers bitumastic no. 800-m or approved equal. Where required, a valve marker post shall be furnished and Tiebolts tienuts tiecouplings tierods, and tiewashers shall be installed with each valve. Valve marker posts shall be placed at the considered incidental to installation of the pipe and no additional edge of the right-of-way opposite the valve and be set with payment shall be made. 18 inches of the post exposed above grade. tLo 21-a ma;%a; pgstr, ;hall ba painted xith vhte Goats Qf SECTION 7-11.4 HAS BEEN SUPPLEMENTED AS FOLLOWS: 1 th- 24w rho d;Rt2AQQ ;.. Fcm 2,..1 .nnhe. •„ the ,,.,L.o rh 11 h 7-11.4 Measurement (RC) Measurement for payment of concrete thrust blocking and "Ibill, " 11 P;0dur.0 leue;°I in-hes high dead-man blocks will be per cubic-yard when these items are SECTION 7-12.3(2)IS A NEW SECTION. included as separate pay items. If not included as separate pay items in the contract then thrust blocking and dead-man blocks 7-12.3(2) Adjust Existing Valve Box to Grade (RC) shall be considered incidental to the installation of the water main Valve boxes shall be adjusted to grade in the same manner as and no further compensation shall be made. for manholes, as detailed in Section 7-05.3(1) of the Renton Measurement for payment for connections to existing water Standards. Valve box adiustments shall include, but not be limited mains will be per each for each connection to existing water to the locations shown on the PIans. main(s)as shown on the plans. Existing roadway valve boxes shall be adjusted to conform to SECTION 7-11.5 HAS BEEN REVISED AS FOLLOWS: final finished grades. The final installation shall be made in accordance with the applicable portions of Section 7-12. 7-11.5 Payment (RC) In the event that the existing valve box is plugged or blocked with debris the Contractor shall use whatever means necessary to "_Pipe for Water Main and Fittings _In. Diam.", per remove such debris leaving the valve installation in a fully lineal foot. operable condition. The unit contract price per linear foot for each size and kind The valve box shall be set to an elevation tolerance of one- of "_Pipe for Water Main _In. Diam." shall be full pay for fourth inch(1/4")to one-half inch (1/2")below finished grade. all work to complete the installation of the water main including but not limited to trench excavating, bedding, laying and jointing SECTION 7-I2.4 IS SUPPLEMENTED BY ADDING THE pipe and fittings, backfilling, concrete thrust blocking, installation FOLLOWING: of polyethylene wrap cleaning by poly-pigs, vertical crosses for 7-12.4 Measurement insertion and removal of poly-pigs temporary thrust blocks and blow-off assemblies testing flushing disinfecting the pipeline, Adjustment of existing valve boxes to grade shall be measured shackle rods abandoning and capping existing water mains, per each if included as a separate pay item in the Contract; if not a removing miscellaneous pipes, removing and salvaging existing separate pay item but required to complete the work, then value hydrant assemblies and other appurtenances to be abandoned as box adjustment shall be considered incidental. shown on the plans, and cleanup. Hydrant auxiliary gate valve will be included in the "Concrete Thrust Blocking and Dead-Man Blocks", per cubic measurement for hydrant assembly and will not be included in this yard. measurement item. The unit contract price bid for "Concrete Thrust Blocking and Dead-Man Block" Shall be for the complete cost of labor, SECTION 7-I2.5 IS DELETED AND REPLACED WITH THE materials equipment for the installation of the concrete thrust FOLLOWING: blocks and dead- man blocks including but not limited to "Gate Valve from 4 inch to 10 inch in diameter and Valve excavation dewatering haul and disposal of unsuitable materials, Box," per each. concrete reinforcing steel shackle rods and formwork. If this The unit contract price per each for the valve of the specified item is not included in the contract schedule of prices, then thrust size shall be full pay for all labor, equipment and material_to blocking and dead-man blocks shall be considered incidental to the furnish and install the valve complete in place on the water main, installation of the pipe and no further compensation shall be made. including trenching jointing blocking of valve painting, "Connection to Existing Water Mains", per each. disinfecting hydrostatic testing cast-iron valve box and extensions The unit contract price per each connection to existing water as required valve nut extensions adjustment to final grade. "12 inch Gate Valve and Concrete Vau mains shall be for complete compensation for all equipment, labor, lt " per each. The unit contract price per each for the 12" gate valve materials required for the connections to the existing water mains. assembly, shall be full pay for all labor, equipment and material to furnish and install the valve complete in place on the water main, including trenching jointing blocking of valve by-pass assembly, cast-iron casting and cover, ladder rung, concrete risers as required adjustment to final grade. "16 inch and larger Butterfly Valve and Concrete Vault," 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 cast iron valve box and cover, 3/4" shackle rods and accessories butterfly valve assembly, shall be full pay for all labor, equipment concrete blocks and two concrete guard posts (only if hydrants are and material to furnish and install the valve complete in place on outside right-of-way). the water main, including trenching jointing blocking of valve Joint restraint(Shackle Rods) shall be installed in accordance painting, disinfecting, hydrostatic testing concrete vault cast-iron with Section 7-11.3(15). casting and cover, ladder, concrete risers as required adjustment SECTION 7-14.3(3) IS SUPPLEMENTED BY ADDING THE to final grade. "Blow-off assembly,"per each. FOLLOWING: The unit contract price per each for each blow-off assembly 7-14.3(3) Resetting Existing Hydrants�RC� shall be for all, labor, equipment and material to complete the O 7 i S to Section -14.3 1 installation of the assembly per the City of Renton Water Standard This work shall conform ._ All hydrants Detail, latest revision. shall be rebuilt to the approval of the City(or replaced with a new 'Air-Release/Air-Vacuum Valve Assembly," per each. hydrant). All rubber gaskets shall be replaced with new gaskets of The unit contract price per for air-release/air-vacuum valve the type required for a new installation of the same type assembly shall be for all, labor, equipment and material to SECTION 7-14.3(4) IS SUPPLEMENTED BY ADDING THE complete the installation of the assembly including but not limited FOLLOWING: to, excavating, tapping the main, laving and jointing the pipe and fittings and appurtenances, backfiiling testing flushing and 7-14.3(4) Moving Existing Hydrants (RC) disinfection, meter box and cover, at location shown on the plans All hydrants shall be rebuilt to the approval of the City(or and per City of Renton Standard Detail, latest revision. replaced with a new hydrant). All rubber gaskets shall be replaced "Adjust Existing Valve Box to Grade (RC),* per each. with new gaskets of the type required fora new installation of the The contract bid price for "Adjust Existing Valve Box to same type. Grade" above shall be full compensation for all labor, material SECTION 7-14.5 IS REVISED AS FOLLOWS. tools and equipment necessary to satisfactorily complete the work as defined in the Contract Documents, including all incidental 7-14.5 Payment_(RC) work. If not included as a separate pay item in the Contract but required to complete other work in the Contract then adjustment of Payment will be made in accordance with Section 1-04.1, for valve boxes shall be considered incidental to other items of work each of the following bid items that are included in the proposal: and no futher compensation shall be made. "Hydrant Assembly", per each. The unit contract price per each for "Hydrant Assembly" shall The .,:, Gontrapi; " h f the i .r .+ shall be full pay for all work to furnish and install fire hydrant be full pay f^;: all ,wr-k tQ f,,. :rh "Pd :" • ii .i i,4e QQR;PlQi;e iA assemblies, including all costs for auxiliary gate valve, shackles, r laGg ^^ 0.0 ...2tGp ,i 1;;GlU ,Q" t;Qnghing,jointiRg, blqQking f tie rods, concrete blocks, gravel, and painting and guard posts required for the complete installation of the hydrant assembly as mar-kep post, specified. The pipe connecting the hydrant to the main shall be considered incidental and no additional payment shall be made., 7-14 Hydrants "Resetting Existing Hydrants", per each. I 7-14.3 Construction Details (RC) The unit contract price per each for "Resetting Existing Hydrant" shall be full pay for all work to reset the existing SECTION 7-14.3(1) IS REVISED AND SUPPLEMENTED AS hydrant, including rebuilding (or replacement with a new hydrant) FOLLOWS: shackling, blocking, painting, and guard posts and reconnecting to the main. The new pipe connecting the hydrant to the main shall be 7-14.3(1) Setting Hydrants(RC) considered incidental and no additional payment shall be made After all installation and testing is complete, the exposed blwx pip@ f..,,,, 44a Main to the h d t will be •i portion of the hydrant shall be painted with eaetwo field coats. The . Guard posts, shown on the plans shall type and color of paint will be designated by the Engineer. be incidental to the contract. Any hydrant not in service shall be identified by covering with "Moving Existing Hydrants", per each. a burlap or plastic bag approved by the Engineer. The unit contract price per each for "Moving Existing Hydrants shall be installed in accordance with AWWA Hydrant" shall be full pay for all work to move the existing specifications C600-93, Sections 3.7 and 3.8.1 and the City of hydrant, including new tee, rebuilding (or replacement with a new Renton standard details. Hydrant and guard posts shall be painted hydrant), shackling, blocking, painting, and guard posts and in accordance with the water standard detail. Upon completion of reconnecting to the main. The new pipe connecting the hydrant to the project, all fire hydrants shall be painted to The City of Renton the main shall be considered incidental and no additional payment specifications and guard posts painted with two coats of shall be made preservative paint NO. 43-655 safety yellow or approved equal . Guard posts, shown on the plans shall Fire hydrants shall be of such length as to be suitable for be incidental to the contract. installation with connections to 6", 8" AND 10" piping in trenches 3 - 1/2 feet deep unless otherwise specified. The hydrant shall be 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 (MJ x FL) 6" gate valve(FL x MJ) 6" DI spool (PE x PE) 5- 1/4" MVO fire hydrant (MJ connection) 4" x 5" Stortz adapter, Page-SP-38 Revision Date:May 19, 1997 7-15 Service Connections 7-17 Sanitary Sewers 7-15 Service Connections SECTION 7-17.3(2)H IS SUPPLEMENTED BY ADDING THE FOLLOWING. SECTION 7-15.3 IS SUPPLEMENTED AS FOLLOWS: 7-17.3(2)H Television Inspection (RC) Once the television inspection has been completed the 7-15.3 Construction Details (RC) contractor shall submit To the Engineer the written reports of the Pipe materials used to extend or replace existing water service inspection plus the video tapes. Said video tapes are to be in color and compatible with the City's viewing and recording systems. The lines shall be copper. City system accepts 1/2" wide high density VHS Tapes. The tapes Where instalation is in existing paved streets the service lines shall be installed by a trenchless percussion and impact method will be run at standard speed SP(1 5/16 I.P.S.). (hoe-hogging) If the trenchless percussion and impact method SECTION 7-17.4 IS REVISED AND SUPPLEMENTED AS fails regular open trench methods may be used. FOLLOWS: SECTION 7-15.5 IS SUPPLEMENTED AS FOLLOWS: 7-17.4 Measurement(RC) The length of sewer pipe will be the number of linear feet of 7-15.5 Payment (RC) completed installation measured along the invert and will include Payment will be made in accordance with Section 1-04.1, for the length through elbows, tees and fittings. The number of linear the following bid item when it is included in the proposal: feet will be measured from the center of manhole to center of "Service Connection_In. Diam.", per each. manhole or to the inside face of catch basins and similar type The unit contract price per each for "Service Connection structures. In. Diam." shall be full pay for all work to install the service The length of testing sewer pipe in conformance with connection, including but not limited to, excavating or (hoe- Section 7-17.3(2) will be the number of linear feet of completed hoggingl, tapping the main, laying and jointing the pipe and fittings installation actually tested. and appurtenances, backfilling, testing, flushing, and disinfection Measurement of "Bank Run Gravel for Trench Backfill of the service connection. Sewer" will be determined by the cubic yard in place, measured by the neat line dimensions shown in the Plans or by the Ton on truck I 7-17 Sanitary Sewers tickets. ` SECTION 7-17.5 IS REVISED AND SUPPLEMENTED AS SECTION 7-17.2 HAS BEEN REVISED AS FOLLOWS: FOLLOWS: 7-17.5 Payment (RC) 7-17.2 Materials (RC) (SA) Payment will be made in accordance with Section 1-04.1, for Pipe used for sanitary sewers may be: each of the following bid items that are included in the proposal: Rigid Flexible "Plain Conc. or. ',' C ~ewer Pipe _ In. Diam.", per linear Concrete AIDS-Ce�upesite foot. T ltri4-� y PVC (Polyvinyl Chloride) "Cl. _ Reinf. Conc. Sewer Pipe _ In. Diam.", per linear Ductile Iron foot. Materials shall meet the requirements of the following "PVC Sanitary Sewer Pipe_In. Diam.", per linear foot. sections. "Ductile Iron Sewer Pipe_In. Diam.",per linear foot. I Plain Concrete Storm Sewer Pipe 9-05.7(1) "ABS -114 Piam " Reinforced Concrete Storm$ewer Pipe 9-05.7(2) The unit contract price per linear foot for sewer pipe of the Wi i;Pd Gli „ C r piPg —9 052 kind and size specified shall be full pay for furnishing, hauling, and PVC Sanitary Sewer Pipe 9-05.12(1) assembling in place the completed installation including all wyes, Ductile Iron Sewer Pipe 9-05.13 tees, special fittings, joint materials, bedding material, and ABS C ,p9sitg ggwgr PiPe - 0051.4 adjustment of inverts to manholes for the completion of the installation to the required lines and grades. All pipe shall be clearly marked with type, class, and "Testing Sewer Pipe", per linear foot. thickness. Lettering shall be legible and permanent under normal The unit contract price per linear foot for "Testing Sewer conditions of handling and storage. Pipe" shall be full pay for all labor, material and equipment required to conduct the leakage tests required in Section 7-17.3(2). SECTION 7-17.3(1) IS SUPPLEMENTED BY ADDING THE If no unit price for "Testing Sewer Pipe" is included it shall be FOLLOWING: considered incidental to the pipe items. 7-17.3(1) Protection of Existing Sewerage Facilities "Removal and Replacement of Unsuitable Material", per cubic yard. When extending an existing sewer, the downstream system The unit contract price per cubic yard for "Removal and Replacement of Unsuitable Material" shall be full pay for all work shall be protected from construction debris by placing a screen or to remove unsuitable material and replace and compact suitable trap in the first existing manhole downstream of the connection. It material as specified in Section 7-08.3(1)A. shall be the contractor's responsibility to maintain this screen or "Bank Run Gravel for Trench Backfill Sewer", per cubic trap until the new system is placed in service and then to remove it. yard, or Ton. Any construction debris which enter the existing downstream The unit contract price per cubic yard. or Ton for "Bank Run system shall be removed by the contractor at his expense, and to Gravel for Trench Backfill Sewer" shall be full pay for all work to the satisfaction of the Engineer. When the first manhole is set, it's furnish, place, and compact material in the trench. outlet shall be plugged until acceptance by the Engineer. "Television Inspection" per Lump Sum. Page-SP-39 Revision Date:May 19, 1997 8-09 Raised Pavement Markers 8-14 Cement Concrete Sidewalks Division 8 SECTION 8-13.5 IS SUPPLEMENTED BY ADDING THE Miscellaneous Construction FOLLOWING: 8-13.5 Payment "Reset Existing Monument" per each. 8-09 Raised Pavement Markers Resetting an existing monument impacted 4 construction shall be incidental unless included as a pay item in the Schedule of SECTION 8-09.5 HAS BEEN REVISED AS FOLLOWS: Prices_ 8-09.5 Payment (RC) (SA) 8-14 Cement Concrete Sidewalks Payment will be made for each of the following bid items that are included in the proposal: SECTION 8-14.3(4) IS SUPPLEMENTED BY ADDING THE "Raised Pavement Marker Type 1", per each#uadred. FOLLOWING: "Raised Pavement Marker Type 2", per eac"undred. $-14.3(4) Curing (RC) "Raised Pavement Marker Type 3- In.", per eachkuadred. The Contractor shall have readily available sufficient "Recessed Pavement Marker", per eachhuadFed. protective covering such as waterproof paper or plastic membrane, The unit contract price per eachhundrod for "Raised Pavement to cover the pour of an entire day in the event of rain or other Marker Type 1", "Raised Pavement Marker Type 2", and "Raised unsuitable weather. Pavement Marker Type 3- In." and "Recessed Pavement The Contractor shall be responsible for barricading Marker"shall be full pay for all labor, materials, and equipment patrolling, or otherwise protecting newly placed concrete necessary for furnishing and installing the markers in accordance Damaged, vandalized, or unsightly concrete shall be removed and with these Specifications including all cost involved with traffic replaced at the expense of the Contractor. control p gaps f^- F:eimh urgemgn* f^F 12bor FQr. unless traffic SECTION 8-14.4 IS SUPPLEMENTED BY ADDING THE control is listed in the FOLLOWING: contract as a separate pay item. 8-14.4 Measurement (RC) 8-10 Guide Posts When the contract contains a pay item for "Curb Ramp Cement Concrete," the per each measurement shall include all costs for the complete installation per the plans and standard details 8-13 Monument Cases including expansion joint material curb and gutter and ramped sidewalk section. Sawcutting removal and disposal of excavated SECTION 8-13.1 IS REVISED AND SUPPLEMENTED AS materials including existing pavement and sidewalk crushed FOLLOWS: surfacing base materials and all other work materials and equipment required per Section 8-14 shall be included in the per 8-13.1 Description (RC) each price for "Curb Ramp, Cement Concrete" unless any of these This work shall consist of furnishing and placing monument other items are listed and specified to be paid as separate pay cases and covers, in accordance with the Standard Plans and these items. Specifications, in conformity with the lines and locations shown in If the contract does not provide a pay item for "Curb Ramp the Plans or as staked by the Engineer or by the Contractor Cement Concrete," but the plans call for such installation then supplied surveyor. quantities shall be measured with and paid for under the bid items for Curb and Gutter and for Cement Concrete Sidewalk. When SECTION 8-13.3 IS REVISED AND SUPPLEMENTED AS curb ramps are to be constructed of asphalt concrete the payment FOLLOWS: shall be included in the pay item for "Miscellaneous and/or 8-13.3 Construction Requirements Driveway Asphalt Concrete." The monument will be furnished and set by the Engineer b SECTION 8-14.5 IS SUPPLEMENTED BY ADDING THE or FOLLOWING: the Contractor supplied surveyor. When existing monuments will be impacted by a project the 8-14.5 Payment (RC) Contractor shall be responsible for assuring that a registered surveyor references the existing monuments prior to construction. "Curb Ramp, Cement Concrete," per each. After construction is complete, the monuments shall be re- Payment for excavation of material not related to the established by the surveyor in accordance with RCW58.09.130. construction of the sidewalk but necessary before the sidewalk can be placed, when and if shown in the Plans, will be made in SECTION 8-13.4 IS SUPPLEMENTED BY ADDING THE accordance with the provisions of Section 2-03. Otherwise, the FOLLOWING: Contractor shall make all excavations including haul and disposal, 8-13.4 Measurement regardless of the depth required for constructing the sidewalk to the lines and grades shown, and shall include all costs thereof in the All costs for surveying and resetting existing monuments unit contract price per square yard for "Cement Conc. Sidewalk impacted by contraction shall be considered incidental to the and the per each contract price for Curb Ramp, Cement Concrete." contract unless specifically called out to be paid as a bid item. t. Page-SP-40 Revision Date: May 19, 1997 8-17 Impact Attenuator Systems 8-20 Illumination,Traffic Signal Systems,and Electrical 8-17 Impact Attenuator Systems City reserves the right to make additions or deletions to the trench which prove necessary for the completion of the project. The minimum width for the trench will be at the option of the THE STATE AMENDMENT TO SECTION 8-17 IS contractor. Trench width will, however, be of sufficient size so SUPPLEMENTED BY THE FOLLOWING: that all of the necessary conduit can be installed within the depths 8-17.5 Payment(RRQ specified while maintaining the minimum cover. Trench backfill material in roadway and sidewalk areas shall If no pay item is included for temporarey impact attenuators be compacted to 95% of the material's maximum density, per then all costs to provide and install shall be considered a part of the Section 2-03.3(14)D. pay item for "Traffic Control." SECTION 8-20.3(4)HAS BEEN REVISED AS FOLLOWS: 8-20 Illumination, Traffic Signal Systems, 8-20.3(4) Foundations (RC) and Electrical finigh be 2-1;1 w 8-20.2 Materials Where obstructions prevent construction of planned SECTION 8-20.2(1) HAS BEEN SUPPLEMENTED WITH THE foundations, the Contractor shall construct an effective foundation satisfactory to the Engineer. FOLLOWING: 8-20.2(1) Equipment List and Drawings (RC) plus �h@ all-hg;Wit Rtub haight shall lagt ONG-ed 4 inGhag above the The Contractor shall submit for approval six sets of shop The contractor shall provide all material for and construct the drawings for each of the following types of standards called for on foundations for and to the dimensions specified in table 1 below. this project: 1. Light standards with or without pre-approved plans. The anchor bolts shall match that of the device to be installed 2. Signal standards with or without pre-approved plans. thereon. 3. Combination Signal and lighting standards. All excess materials are to be removed from the foundation 4. Metal Strain Poles. construction site and disposed of at the contractor's expense. T C will t be d tQ 6.h.,,:♦ ohQF ,+,24'in Concrete shall be placed against undisturbed earth if possible. Disturbed earth or backfill material shall be compacted to 95 percent of the material's maximum density. Before placing the PLU"&&@d in the special P;Qvigiqns concrete the contractor shall block-out around any other The Contractor also shall submit either on the signal standard shop drawings or attached to the signal standard shop drawings all underground utilities that lie in the excavated base so that the dimensions to clearly show the specific mast arm mounting height concrete will not adhere to the utility line. Concrete foundations and signal tenon locations for each signal pole to be installed. shall be troweled brushed edged and finished in a workmanship- like manner. Concrete shall be promptly cleaned from the exposed SECTION 8-20.3(2) HAS BEEN SUPPLEMENTED BY portion of the anchor bolts and conduit after placement. ADDING THE FOLLOWING: Foundation shall all be Class 3000 concrete. After the specified curing period the contractor may install the applicable device 8-20.3(2) Excavating and Backfilling (RC) thereon. The contractor shall supply trench within the unit widths and to the specified depths at the locations indicated on the contract Table I plans or as directed by the engineer. Type of device Dimensions The contractor shall have approved compaction equipment on site before beginning any excavation; compaction shall be Street Light Pole 4'Deep x 3' Sq or Dia. performed at the time of the initial backfilling of the trench unless Signal Pole up to 40' mast arm 7'Deep x 3' Sg or Dia. directed otherwise by the engineer. Signal Controller See Detail Sheet Trenching for conduit runs shall be done in a neat manner Street Light Control Cabinet See Detail Sheet with the trench bottom graded to provide a uniform grade. No Special Base See Detail Sheet work shall be covered until it has been examined by the engineer. backfill material used for fill around and over this conduit system All concrete foundations shall be constructed in the manner shall be free of rocks greater than two inches in diameter to a depth specified below: of six inches above the conduit. 1. Where sidewalk or raised islands are to be constructed as a Trench within the roadway area shall use select trench backfill part of this project, the top of the foundation shall be made which shall consist of 5/8th inch minus crushed surfacing top flush with the top of the sidewalk or island. (See detail course or other material as indicated in the special provisions or sheet schedule of prices and directed for use by the engineer. The source 2 Where no sidewalks are to be installed,the grade for the top and quality of the material shall be subject to approval by the of the foundation shall be as specified by the engineer.(See engineer. Trench backfill within the sidewalk area shall be made detail sheet with acceptable materials from the excavation subject to the All concrete`,foundations shall be located as per stationing on Engineer's approval of the material and shall be considered a the plans or as located by the engineer in the field. necessary part and incidental to the excavation in accordance with the standard specifications. Unsuitable material shall be removed and backfill shall be select material approved by the Engineer. The Page-SP-41 Revision Date: May 19, 1997 8-20 Illumination,Traffic Signal Systems,and Electrical 8-20 Illumination,Traffic Signal Systems,and Electrical SECTION 8-20.3(5) IS REVISED AND SUPPLEMENTED AS Pull Wires Shall be installed. FOLLOWS: All conduit shall be rigid non-metallic unless noted otherwise in the Plans or Special Provisions. 8-20.30 Conduit(RC) All conduit openings shall be fitted with approved bellends or Bushings. Wall thickness of conduct shall be consistent within lecitieas: continuous conduct runs with no mixing of different schedule types I, 411 F02dbe==rgssin6s 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 on 4 411 .. .,�.,n°,�.,..r.,FF:,. signal :..�..,n�.:,,.,� 1p ans Conduit to be provided and installed shall be of the type + + indicated below: b 1411 Bends-with, r 3 f D dd d 1. Schedule 40 heavy wall p.v.c. Conforming to ASTM standards shall be used whenever the conduit is to be placed other 71 All rQ;;duk enwing—jungtien bgxar asid ReRcise than within the roadway area. 2. Schedule 80 extra heavy wall p.v.c. Conforming to ;A the Fun, the Ggoduit rwgmoat onwing the jun-tiga box ASTM standards shall be used when the conduit is to be placed within the roadway area. All joints shall be made with strict compliance to the Rdaptgr sit.;"sr °g'i${rient—grounding—conductor,—grounding manufacturer's recommendations regarding cement used and environmental conditions. SECTION 8-20.3(6)IS SUPPLEMENTED BY ADDING THE FOLLOWING: Go;iduit 4h. F id b .7 D -embed d .7 v4thin F d 8-20.3(6) Junction Boxes The contractor shall provide and install iunction 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 hall iar indicated below: 1. Street lighting only: "Lighting" 2. Signal only: "Signals" 3. Traffic signal and street lighting: "TS-LT" x,,,,„;,,,,,„ conduit ,,,;,, he aii altcrnate to , ,, , 4. Telemetry only: "Telemetry" Ggndwit subject to the Wlowi%14 Inscriptions on junction boxes performing the same function i.e. street lighting, traffic signal or both shall be consistent throughout the project. All junction boxes shall be installed in rtaol conformance with provisions contained in the standard plans and detail sheets. The unit contract price per each for "Type I" or "Type II" ap r,,ved jaGki.g @; drilling m ethods Pavement eball rapt--be junction box shall be full compensation for furnishing same and for all costs of labor, material, tools, and equipment necessary to provide and install the junction boxes including excavation backfilling and compaction all in accordance with plans specifications and detail sheets. If allowed in the Plans or if obstructions are encountered in jacking or drilling operations, the Contractor will be allowed to All junction boxes shall have galvanized steel lids and frames. install conduits by open trenching. Open trench construction shall All junction boxes and associated concrete pads shall be conform to the following: installed on compacted sub grade which shall include six inches of 1. The pavement shall be sawcut a minimum of 3 inches 5/8th-inch minus crushed surfacing top course material installed deep. The cuts shall be parallel to each other and extend I feet one under and around the base of the junction box. Concrete shall be 1 foot beyond the edge of the trench. — promptly cleaned from the junction box frame and lid. 2. Pavement shall be removed in an approved manner. The unit contract price per junction box shall include 3. Trench depth shall provide 24 inches minimum cover installation of 5/8th-inch minus crushed surfacing top course and a over conduits below the roadbed, and 18 inches below finished 4" thick Class "B" cement concrete pad enclosing the junction box grade in all other areas.. as per the plans, specifications and detail sheets. Installation of the crushed surfacing and the concrete pad shall be incidental to the unit price per junction box and no further compensation will be 5. Trenches located within paved roadway areas shall be made unless the contract includes separate pay items for "crushed restored per the Renton Standard Detail. haGkQlad Acith 3 in,hog of surfacing" and/or for "concrete pad." ;,QWAued t. Page-SP-42 Revision Date:May 19, 1997 8-20 Illumination,Traffic Signal Systems,and Electrical 8-20 Illumination,Traffic Signal Systems,and Electrical SECTION 8-20.3(9) IS REVISED AND SUPPLEMENTED AS Upon request of the Contractor, the Engineer will make the FOLLOWS: necessary arrangements with the serving utility to complete the service connections. Electrical energy used prior to completion of 8-20.3(9) Bonding, Grounding (RC) the contract will be charged to the Contractor, except that the cost of energy used for public benefit, when such operation is ordered by the Engineer, will be borne by the Stara City, lie,Q Three types of power service are used as indicated below: 1. Type I system shall be single phase 120 volt, 2 wire, 60 cycle A.C. (traffic signal service only) 2. Type II, system shall be single phase 240 volt,2 wire, 60 cycle A.C. (street lighting non contactor, individual controlled II h r A d 1•d h insulated e photo cell with no neutral wire) 1 NO. 2 n 3. Type III system shall be single phase 120/240 volt, 3 wire 60 cycle A.C. (street lighting contactor/traffic signal, grounded neutral service) c@;;duto;: shall bp. sizod by the r.-ting of 440 The power service point shall be as noted on the plans and GirQuit wAtained in 44c, shall be verified by the electrical servicing utility. emu' The service cabinet shall be marked with the service Identification of the equipment grounding conductor shall conform to all Code requirements. agreement letters and numbers. The markings shall be installed on Grounding of conduit and neutral at the service point shall be the outside cabinet door near the top of the cabinet. The markings accomplished as required under the Code. Grounding of the neutral shall be series C using stencils and black enamel alkyd gloss paint shall be accomplished only at the service. conforming to Federal Specification TT-E-489. SECTION 8-20.3(11) IS REVISED AND SUPPLEMENTED AS t a t ,1 at h scpaFatcly d 224h FOLLOWS: 8-20.3(11) Field Test (RC) - f 6 f r apaa The fi t .;;d r.,.l shall hA rh a ;PRtallat;oA 'll h@ turned QA to Fl h atign by the the rcp,;Gc ;ieutral hus xhe RcGgAd scrvirc C:wptr2G4gr. r the d;ra=;oA of tW Enginoo; Th signal shalt r flash r' ..f three aloadar days The - t' - II d f fl h P t' t.. 4Wh:n t.. r 1 2:14 dge f p;changjAg f flashing to smn_and g opaFatio than 4 foot:n 'cl;gth ifthey we 1 11 h R41w,2113, 0 .i upga by the n t t d the Rags All street light standards, signal poles and other standards on No change to stop and go operation will be allowed after 2 p.m. on which electrical equipment is mounted shall be grounded to a any day nor will the change be allowed on Friday, weekends, copper clad metallic ground rod 5/8" in diameter x 8'0" in length holidays, or the day preceding a holiday. complete with a i/8 AWG bare copper bonding strap located in the Qf th@ conwollp; l h ll be @rent for.the nearest junction box. All signal controller cabinets and 1 Requests for traffic signal turn on will not be considered until a signal/lighting service cabinets shall be grounded to a 5/8" in pre-turn on inspection of signal system has taken place. diameter x 8'0" in length copper clad metallic ground rod located 2. All discrepancies and deficiencies must be corrected by the in the nearest junction box with a bare copper bonding strap sized contractor and re-inspected prior to requesting signal turn on in accordance with the plans specifications and applicable codes. date. Ground rods are considered miscellaneous items and all costs 3 Requests for signal turn on shall not be considered until are to be included with the system or conductors. Ground straps electrical service to the intersection has been provided and has are also miscellaneous items unless a separate pay item is provided been energized by the electric utility. in the "Schedule of prices." 4 A minimum of three (3) working days notice will be required for signal turn on. SECTION 8-20.3(10) IS REVISED AND SUPPLEMENTED AS 5 Channelization at the intersection must be complete per plan FOLLOWS: before requesting signal turn on date Any deletions of channelization prior to turn on must be approved by the 8-20.3(10) Service (RC) engineer._ Power sources shown in the Plans are approximate only; exact 6. City forces shall provide, post and maintain proper signing location will be determined in the field. warning of new signal ahead. 7T I r ngtod ih Dl the spag_ial 8-20.3(13) Illumination Systems SECTION 8-20.3(13)A IS REVISED AND SUPPLEMENTED AS FOLLOWS: ;;Qt-d the 121211s, th Good wit s aad .. .n.l 8-20.3(13)A Light Standards (RC) (SA) aggembly Revision Date: May 19, 1997 8-20 Illumination,Traffic Signal Systems,and Electrical 8-20 Illumination,Traffic Signal Systems,and Electrical All poles and davit arms shall be designed to sunDort a of th- top of the bguwn slip Plata luminaire weight of 50 lbs. or more and to withstand pressures 164 (AST ! A 315), caused by wind loads of 85 m.p.h. with gust factor of 1 3 All poles shall maintain a minimum safety factor of 4.38 p.s.i- Glip plate aAd the keeper,pinto on yield strength of weight load and 2.33 p.s.i for basic wind 3. Anchor bolts shall extend through the top heavy hex nut two pressure. full threads. Davit Arms: 4 Gi.,mping bolts shall be now n n cuTO M 164 (nS:P4_,A 315) The davit style arm shall incorporate a 5'9" radius bend bolt; .frith clean—undamaged th d Ib as measured from the centerline of the shaft. The outer portion of the arm shall be nearly horizontal to +2' above horizontal and shall be furnished with a 2" diameter shiafitter with a maximum length of 8 inches to fit the luminaire specified. The pole end of the davit arm tube shall be fastened securely to the top of the shaft producing a flush joint with an even profile. Anchor Base: the ;;;QgWla;iCiQF- A one piece anchor base of adequate strength shape and 6. Anchor bolts damaged after the foundation concrete is placed size shall be secured to the lower end of the shaft so that the base shall not be repaired by bending or welding. The Contractor's shall be capable of resisting at its yield point the bending moment repair procedure is to be submitted to the Engineer for of the shaft at its yield point. The base shall be provided with four approval prior to making any repairs. The procedure is to slotted or round holes to receive the anchor bolts. Nut covers shall include removing the damaged portion of the anchor bolt, be provided with each pole. cutting threads :on the undamaged portion to remain, the Anchor Bolts: installation of an approved threaded sleeve nut and stud, and Four steel anchor bolts, each fitted with two hexnuts and repairing the foundation with epoxy concrete repair. two washers, shall be furnished with the pole. Anchor bolts shall 7. The grout pad shall not extend above the elevation of the meet the requirements of Section 9-06.5(3) and 9-06.5(4). The bottom of the slip base. anchor bolt yield point shall be capable of resisting the bending be installed plumb, f 1 degree. moment of the pole shaft at its yield point urP:^g-fo; slip base iastallatierF shall-9440m; to details-ia-tha The contractor shall assure that all anchor bolts conform to the Spa recommended ASTM specifications of the pole manufacturer and R'°"1'^.,..,,, agwpling in;tall"'^" shall ^^^`@;M tQ the f^" shall secure and submit to the City for approval all manufacturer data on pole bending moment, anchor bolt fabrication data test results and any other data that may be required to confirm that the anchor bolts meet these specifications. Miscellaneous Hardware: All hardware (bolts, nuts, screws, washers etc.) needed 2 Anchor belts shall be cut o g 1.12 to 3 ;;;Gheg above thy to complete the installation shall be stainless steel. I.D. (Identification for poles): The contractor shall supply and install a combination of 60;1* 4-digits and one letter on each pole whether individual luminaire or signal pole with luminair. The letter and numbers combination The couplings shall then hG la-@'-d shall be mounted at the 15 foot level on the pole facing approaching A The p^'° shall be set and-p!u;nbGdi and washe,�ts,-and traffic. Legends shall be sealed with transparent film resistant to 61;44 inswiled P-; dust, weather and ultraviolet exposure. The decal markers shall be 3 inch square with gothic gold, white reflectorized 2 inch legend on Stat;da;d Plans a black background. The I.D. number will be assigned to each ll-;;vw ''"ht °"""'""'° °h°" have aR approved mota'lws pole at the end of the contract or project by the City traffic engineering office. Cost for the decals shall be considered incidental to the "A4be; contract bid. Light standards shall be spun aluminum davit style and shall 3- Lu;A;"^ ""'ta1o, meet the pole detail requirements indicated below and the detail All new light standards shall be numbered for identification in _sheets at the end of these specifications. accordance with the Plans using painted 3-inch series C numbers The pole shaft shall be provided with a 4" x 6" flush hand installed three feet above the base facing the travelled way. Paint hole near the base and a matching metal cover secured with shall be black enamel alkyd gloss conforming to Federal stainless steel screws or bolts. Specification TT-E-489. The pole shall be adjusted for plumb after all needed In setting timber poles, the Contractor shall provide a equipment has been installed thereon. After pole is installed and minimum burial of 10 percent of the total pole length plus 2 feet plumbed, nuts shall be tightened on anchor bolts using proper sized and shall plumb or rake the poles as directed by the Engineer. sockets, open end, or box wrenches. Use of pliers pipe wrenches, The hand hole shall be located at 90 degrees to the davit arm or other tools that can damage galvanizing will not be permitted. on the side away from traffic. A grounding lug or nut shall be Tools shall be of sufficient size to achieve adequate torquing of the provided in the hand hole frame or inside the hand hole frame or nuts. the space between the concrete foundation and the bottom of inside the pole shaft to attach a ground bonding strap. the pole base plate shall be filled with a dry pack mortar 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 SECTION 8-20.3(14)F IS AN ADDED NEW SECTION. base plate. 8-20.3(14)F Opticom Priority Control Systems (RC) Dry pack mortar grout shall consist of a 1:3 mixture of All new Opticom Priority System components shall be 500 portland cement and fine sand with just enough water so that the Series or approved equal. The Contractor shall supply one copy mixture will stick together on being molded into a ball by hand, of the manufacturer's software on original disks. Controller and will not exude moisture when so pressed. A one half inch cabinets shall have the 562 harness wired into the cabinet by the drain hole shall be left in the bottom of the grout pad as shown on supplier. the standard detail. SECTION 8-20.3(15) IS SUPPLEMENTED BY ADDING THE SECTION 8-20.3(14) IS SUPPLEMENTED BE ADDING THE FOLLOWING: FOLLOWING: 8-20.3(15) Grout (RC) 8-20.3(14) Signal Systems (RC) After the pole is plumbed the space between the concrete All signal conductors shall be stranded copper and shall have foundation and the bottom of the pole base plate shall be filled with 600 volt insulation and be of the sizes noted on the plans. All a dry pack mortar grout trowled to a smooth finish conforming to multi-conductors used for the signal system shall conform to the contour of the pole base plate. Dry pack mortar grout shall division 9-29.3 and shall be of the sizes noted on the signal wiring consist of a 1:3 mixture of portland cement and fine sand with just schedule and wiring diagram. All stranded wires terminated at a enough water so that the mixture will stick together on being terminal block shall have an open end crimp style soderless molded into a ball by hand and will not exude moisture when so terminal connector, and all solid wires terminated at a terminal pressed. A one half inch drain hole shall be left in the bottom of block shall have an open end soldered terminal connector. All the grout pad as shown on the standard detail. terminals shall be installed with a tool designed for the installation SECTION 8-20.4 IS REVISED AND SUPPLEMENTED AS of the correct type of connector and crimping with pliers, wire FOLLOWS: cutters etc., will not be allowed. All wiring inside the controller cabinet shall be trimmed and cabled together to make a neat, clean 8-20.4 Measurement (RC) appearing installation. No splicing of any traffic signal conductor When shown as lump sum in the Plans or in the proposal as shall be permitted unless otherwise indicated on the plans. All illumination system _, traffic signal system conductor runs shall be attached to appropriate signal terminal _ no specific unit of measurement or t;:aaG boards with pressure type binding posts. The only exceptions shall will apply, but measurement will be for the sum total of all items be the splices for detector loops at the nearest junction box to the for a complete system to be furnished and installed. loops. Conduit of the kind and diameter specified in the Schedule of SECTION 8-20.3(14)A IS SUPPLEMENTED BY ADDING THE Prices will he measured by the linear foot for the actual neat line FOLLOWING (RC) length in place, unless the conduit is included in an illumination system, signal system, or other type of electrical system lump sum 8-20.3(14)C Induction Loop Vehicle Detectors(RC) bid item. 11 Splices to loop return cables shall be made with soldered Measurement for unit price items shall be as described in compression type connectors. Section 8-20.5 or as described in the contract schedule of prices SECTION 8-20.3(14)D IS SUPPLEMENTED BY ADDING THE and/or special provisions. FOLLOWING: SECTION 8-20.5 IS SUPPLEMENTED AND REVISED AS 8-20.3(14)D Test forInduction Loops and Lead-in FOLLOWS: Cable RC 8-20.5 Payment (RC) The Contractor shall keep records of field testing and shall Payment will be made for each of the following bid items that furnish the engineer with a copy of the results. are included in the proposal: SECTION 8-20.3(14)E IS REVISED AND SUPPLEMENTED "Illumination System_", lump sum. AS FOLLOWS: "Traffic Signal D' ystem _", lump sum. 8-20.3(14)E Signal Standards (RC) =PaW4G SigRal Centre! S3'GW;R ==P GUMr 3. Disconnect connectors complete with pole and bracket The lump sum contract price for "Illumination System cable shall be installed in any signal standard supporting a and "Traffic Signal ystemd luminaire, r" *' ' ll ' °`'"" "^"fQrg; "Q data."' "T aj aCg *^' cy gtom_"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 14 The signal standard and its fabrication shall conform with including excavation, backfilling, concrete foundations, conduit, all current Washington State Department of Transportation Signal wiring, restoring facilities destroyed or damaged during Standard Specifications and current pre-approved plans by construction, salvaging existing materials, and for making all WSDOT. required tests. All additional materials and labor, not shown in the 15 Installation of all nuts and bolts shall be performed with plans or called for herein and which are required to complete the proper sized sockets open end or box wrenches. Use of pipe electrical system,'shall be included in the lump sum contract price. wrenches or other tools which can damage the galvanization of the 4."C ,, •,p• r D Pei:1:1402..fn.,, nuts and bolts will not be permitted. _ Tools shall be of a sufficient size and strength to achieve adequate torquing of the nut(s). Page-SP-45 Revision Date:May 19, 1997 8-20 Illumination,Traffic Signal Systems,and Electrical 8-20 Illumination,Traffic Signal Systems,and Electrical The unit per each price for (14)"Service cabinet" shall be full 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 required by the electrical utility, the contract plans, details and specifications and Uluminat;@A o;;raffiG signal systwn and the i&Rot Sho...1; 26 not included as separate pay items to the contract schedule of a Pay 46M, it shall be iA-Iudod ;A the 114—P �gF the nom- sys'em Ghow;l� "........Signal head......," per each. All costs for installing conduit containing both signal and ".......Signal head mounting hardware,"per lump sum illumination wiring shall be included in the contract prices for the The lump sum price for (16)"....Signal head mounting signal system. hardware" shall be full compensation for supplying and installing All costs for installing junction boxes containing both all traffic or pedestrian signal head mounting hardware in illumination and signal wiring shall be included in the contract conformance with the plans, specifications and detail sheets prices for the signal system. "Pole mounted terminal box,..."x..."x..." and mounting The unit prices for the items listed below shall be full hardware," per each. compensation for furnishing and installing each item and for all "2/c shld loop return cable," per.linear foot. labor, materials, tools, equipment and testing necessary and/or "3/C shld pre-emption cable,"per linear foot. incidental for the full and complete installation as per the contract "...-pair shld interconnect cable," per linear foot. plans, detail sheets and these specifications. "Traffic signal controller and cabinet," per each. "Trench and Backfill......... wide by........." deep, " per The unit contract price for "Traffic Signal Controller and linear foot. Cabinet" shall be full compensation for furnishing and installing a The unit contract price for (3) "Trench and Backfill" per fully equipped, wired and operational controller and cabinet. linear foot shall be full compensation for excavating, loading, "Traffic signal wire," per lump sum. hauling and otherwise disposing of the waste materials, for "Signal standard, Type..., with ...-foot mast arm," per each. backfilling and compacting backfill material to specified density "Induction loop vehicle detector." per linear foot. and for the restoration of the trench to its pre-existing condition or The unit linear foot contract price for (24)"Induction loop as shown on the plans or as directed by the Engineer all in vehicle detector" shall be measured by the linear feet of full depth accordance with the plans, specifications and detail sheets. sawcut required for installation. The unit price shall be full "Select Trench Backfill," per ton. (4)"Select Trench Backfill" compensation for full and complete installation including wire shall consist of 5/8" minus crushed surfacing top course and the sealant and all other labor, materials, tools and equipment required unit per ton price shall include all costs associated with furnishing to complete the installation in accordance with the plans and installing the material and loading, hauling and disposing of specifications and detail sheets. The unit price shall also include waste materials. providing and installing conduit stub-outs and soldered splices "........Foundation, .......," per each.* splices to loop return cables unless separate pay items are included "Type .... Junction box," per each. * in the contract schedule of prices for these other items. Sawcutting *The unit per each price for (5)"Foundation" and (6)"Junction shall be considered incidental to the loop installation whether or not Box" shall be full compensation for full and complete installation there is a separate pay item in the contract for sawcutting, per the plans, specifications and detail sheets including enclosing Measurement for a standard 6' x 6' induction loop shall be 28 each item in a finished concrete pad which shall be incidental linear feet. Sawcutting for loop "Home runs" shall be done such as unless a separate pay item is included in the Schedule of Prices for to minimize the total linear feet of sawcutting required by means of "Concrete Pad." proper locating of loop return "Stub-out", by direct routing of "Concrete Pad," per square yard. "home runs" and by combining up to 4 pairs of loop wires in a Measurement for (7)"Concrete Pad" shall be by the square single "home run" sawcut. Loop and "Home Run" layout shall be yard of surface area enclosed inclusive of and not subtracting for approved by the Engineer before sawcutting takes place. the area of the junction box or foundation enclosed and shall be full .......Splice kit,"per each. compensation for full and complete installation as per the plans, "Emergency Vehicle pre-emption detector," per each. specifications and detail sheets. "Opticom discriminator card," per each. ......... Schedule 40 Conduit, P.V.C." per linear foot.* "Detector amplifier," per each. ......... Schedule 80 conduit, P.V.C., " per linear foot.* "Street light fuse kit," per each. * The unit contract price for conduit shall include all conduit, "Pedestrian push button with sign, " per each. couplings, adapters, elbows, bends, reducers, bell ends, bushings, "Pedestrian push button post," per each. and any other material, labor or equipment necessary to complete "Pedestrian signal pole,Type 1, 10-feet," per each. the installation of the conduit. Measurement shall be by linear foot "Relocate existing.......pole,* per each. from end of conduit to end of conduit as measured from the top of The unit per each price for "relocate existing ....pole" shall be grade along the middle of the trench line and adding a vertical full compensation for removing the pole from its existing measurement at the end of each conduit run equal to the design foundation, removing and salvaging or re-installing existing depth of the trench. No payment shall be made for additional equipment, plugging holes as required and installing the pole on its conduit used by the contractor due to horizontal or vertical weaving new foundation and shall include all labor, tools, materials, of the conduit within the trench line. equipment and any other costs necessary and/or incidental to "Street Light Standard ......... per each. complete the installation and make the electrical equipment ........watt...Luminaire and lamp," per each. operational all in accordance with the plans specifications and ........watt...Luminaire and lamp with photocell," per each. detail sheets. .......AWG....copper wire," per linear foot. "Remove existing.......Foundation," per each. "Service cabinet, " per each. Page-SP-46 Revision Date:May 19, 1997 8-22 Pavement Marking 8-22 Pavement Marking The unit per each price for "Remove existing foundation" Traffic I @it@ Legend shall be full compensation for full and complete removal and A WHITE marking cnnPnrining to the ^1in-p..e t++cati4a hauling and disposal of the foundation. p�epeu�eausing alphabetical letters.. 5-22 Pavement Marking the "ailread crossing•-s3 all tr ffi^ 'matters shall be-8#eet SECTION 8-22.1 IS REVISED AS FOLLOWS: high See contract plans and detail sheets. SECTION 8-22.3(5)IS REVISED AS FOLLOWS: 8-22.1 Description (RC) 8-22.3(5) Tolerances for Line Stripes (RC) Skip Center Stripe A BROKEN YELLOW line 4 inches wide. The broken Length of Stripe: The longitudinal accumulative error or "skip" pattern shall be based on a 40-feet 24-foot unit consisting within a-4A-feet 24-foot length of skip stripe shall not exceed plus of a_-10-toot 9-foot line and a-38-feet 15-foot gap. Skip center or minus 1 inch. stripe is used as center line delineation on two lane or three lane, SECTION 8-22.3(6)IS REVISED AS FOLLOWS: two way highways. Double Yellow Center Stripe 8-22.3(6) Installation Instructions (RC) Two SOLID YELLOW lines, each 4 inches wide, Installation instructions for plastic markings shall be provided separated by a 4-inch ^" ' ;Gl; space. Double yellow center stripe for both the Contractor and the Engineer. All materials shall be is used as center line delineation on multilane, two way highways installed according to the manufacturer's recommendations and a and for channelization. �••f"�•,•""r'� tQVb.,;G21 Shall bg o.,. .. .ho ipeApproach Stripe A SOLID WHITE line, 8 inches wide, used at SECTION 8-22.3(7)IS A NEW SECTION: to delineate turn lanes from through lanes, for traffic islands, and for hash marks. Hash 8-22.3(7) Removal of Traffic Markers (RC) mark stripes shall be placed on 45 degree angle and 10 20-feet The work to remove all old or conflicting stripes, lines, apart. buttons or markers as required to complete the channelization of Lane Stripe the project as shown on the plans or detail sheets shall be A BROKEN WHITE line, 4 inches wide, used to considered incidental to other contract pay items and no further delineate adjacent lanes travelling in the same direction. The compensation shall be made unless a separate pay item or items are broken or "skip" pattern shall be based on a-404eet24-foot unit provided for such removal. consisting of a 10-feet 9-foot line and a-14-fee4 15-foot gap. Drop Lane Stripe(Skip Approach Line) SECTION 8-22.4 IS REVISED AND SUPPLEMENTED AS A BROKEN WHITE line, 8 inches wide, used to FOLLOWS. delineate a lane that ends ^* an ^ff ;a;pp. The broken or "skip" pattern shall be based on a 2444-foot unit consisting of a 92-foot 8-22.4 Measurement (RC) (SA) line and a 1544-foot gap. The measurement will be based on the travel b'=-g°Pass Swipe of a marking system capable... A Cllr W 34R1 r n11i linct n ti id at d 49n; t3e4:oApproach stripe, barrier stripe, crosswalk stripe, and stop bar will be measured by the linear foot of each marking type. r r ppghibitod � ti , pass st;;PQ6 shall he V-0 ti.. , SQl ID Traffic arrows will be measured by the unit with each arrow 2-lack-spaces head defined as a unit. .1 •r RR-OKE T l r rack n ho ..,;dG. Traffic 1@4o4:;I ends, handicapped parking stall symbols, preferential lane symbols, railroad crossing symbols, drainage hagod Q;; nn f f f a 1n f Qt ling .,.,,+ " 30_f Qt markings, and cycle detector symbols will be measured by the unit. Measurement for paint/plastic stripe line removed shall be by gaf)' Turn Stripe Two Way Left the linear foot of ...... wide line or shall be included in the lump A SOLID YELLOW line, 4 inches wide, with a sum price for "remove existing traffic markings" unless specified BROKEN YELLOW line, 4 inches wide, separated by a 4-inch to be paid as a separate pay item. If not specified as a separate pay space. The broken or "skip" pattern shall be based on a-40-feet 24- item then removal of existing traffic markings shall be considered I foot unit consisting of a-W-feet 9-foot line and a €eet 15-foot incidental to the payment for other items of work and no further space. The solid line shall be installed to the right of the broken compensation shall be made. line in the direction of travel. SECTION 8-22.5 IS REVISED AND SUPPLEMENTED AS Crosswalk Stripe FOLLOWS: A SOLID WHITE line,--12 8 inches wide and 10-feet long, installed parallel to another crosswalk stripe, itkt-a-6-feet 8-22.5 Payment (RC) and "Painted C-Q"Approach Stripe", per linear foot. parallel to the direction of traffic flow and centered in pairs on lane r e. o r. o "foot, lines and the center of lanes. See detail sheet.. "Painted Traffic LgU4&PLegend", per each. Stop Bar "Plastic Traffic I otte Legend", per each. A SOLID WHITE line,-14 12, 18 or 24 inches wide "Remove Paint Line ....." wide," per linear foot.* unless as noted etlerwira is on the Contract plans. Page-SP-47 Revision Date: May 19, 1997 8-23 Temporary Pavement Markings 8-23 Temporary Pavement Markings ' "Remove Plastic Line......" Wide," per linear foot.* 8-23 Temporary Pavement Markings "Remove existing traffic markings, "per lump sum.* * The linear foot contract price for "Remove Paint Line" and SECTION 8-23.5 IS SUPPLEMENTED "Remove Plastic Line" and the lump sum contract price for WITH THE "Remove existing traffic markings" shall be full compensation for FOLLOWING: removal of existing traffic markings as per the plans specifications 8-23.5 Payment (RC) and detail sheets. If these pay items do not appear in the contract , schedule of prices, then the removal of old or conflicting traffic If no pay item is included in the contract for installation or for markings required to complete the channelization of the project as removal of temporary pavement markings then all costs associated shown on the plans or detail sheets shall be considered incidental to with these items are considered incidental to other items in the other items in the contract and no further compensation shall be contract or included under "Traffic Control " if that item is made. included as a bid item. The unit contract prices for the above listed bid items shall be full pay for furnishing all labor, tools, material, and equipment necessary for the completion of the work as specified. t- Page-SP-48 Revision Date:May 19, 1997 9-00 Definitions and Tests 9-02 Bituminous Materials Division 9 material for payment may be produced for use on a proiect until the fob mix formula has been approved by the engineer. The mixture Materials shall be designed to meet the test criteria listed in Section 9-03 8(2) and remain within the limits set forth in 9-03.8(6) The determination of the job mix formula shall be the responsibility of the Contractor. 9-00 Definitions and Tests The intermingling of asphalt concrete mixtures produced from more than one JMF is prohibited. Each strip of asphalt concrete SECTION 9-00 IS SUPPLEMENTED BY ADDING THE pavement placed during a working shift shall conform to a single FOLLOWING: job mix formula established for the class of asphalt concrete specified unless there is a need to make an adjustment toin the 9-00(A) Recycled Materials (RC) JMF. The City encourages the use of recycled materials whenever The JMF shall be submitted in writing by the Contractor to practicable provided that those materials meet or exceed all the Engineer at least 10 days prior to the start of paving operations applicable requirements described elsewhere in the contract and shall include as a minimum: specifications. Should recycled materials be utilized, the City a. Percent passing each sieve size. requires that a Recycled Product Reporting Form be completed by b. Percent of asphalt cement. the Contractor. c. Asphalt grade. d. Mixing temperature. 9-02 Bituminous Materials e. Compaction temperature. f. Anti-strip agent content. 9-02.1 Asphalt Material, General The Contractor may not make any changes to the JMF without prior written approval of the Engineer. Should a change in sources SECTION 9-02.1(10)IS A NEW SECTION. of materials be made, a new JMF must be approved by the Engineer before the new material is used. 9-02.1(10) Loop Sealant (RC) Unless specified otherwise in the contract or permitted by the r F. 14a!t ...^♦a;:^l and ^„♦:_strip .,aa:♦iyo to be :laded h Engineer upon request from the contractor, loop sealant shall be hot-melt rubberized asphalt sealant (Crafco Loop Detector Sealant or approved equal) shall meet the penetration, flow and resilience Th° ^ e;ag@ ,.p^a^♦:,,., 4♦ho ,.,,""latod asphalt t h..,'♦♦ a h.. ♦ho !`...,r.^�♦�.� rho aa�:,.., specifications of ASTM D3407 and shall be installed with an approved applicator in conformance with manufacturer's P n a^.: shall be the 1r0 Any �hanga- @r recommendations. adjust f ' s° ^ny ^ ^GtitUP^' Qf'h The contractor shall request and obtain approval from the .wv Engineer for the type of loop sealant to be used before installing 23. Job Mix Formula Tolerances . detector loops and shall submit manufacturer cutsheets or other a. T c♦ ♦' ♦ i A,.,.,Tolerances-and _After the JMF is data if requested by the Engineer in order to enable the Engineer to determined, the several constituents of the mixture at the time of determine the acceptability of the sealant. All loop sealant shall acceptance shall conform to the following tolerances: only be installed in thoroughly clean and dry pavement and shall be Constituent of Mixture Tolerance Limits applied in conformance with the methods required as to The tolerance limit for each temperature and means of application such as to completely fill the mix constituent shall not sawcut area encapsulate the loop wires and adhere to the exceed the broad band pavement. specification limits specified in Section 9-03.8(6). 9-03 Aggregates Aggregate passing 1", Broad band specification 3/4 5/8 , 1/2", and limits Section 9-03.8(6). SECTION 9-03.8(6)A IS REVISED AS FOLLOWS: 3/8 sieves Aggregate passing 1/4" sieve t 6% 9-03.8(6)A Basis of Acceptance (RC) Aggregate passing No. 10 sieve t 5% 1. Asphalt Concrete will be accepted based on its Aggregate passing No. 40 sieve t 4% conformance to the project job mix formula (JMF). $eF—he Aggregate passing No. 200 sieve t2%_Notel Asphalt cement t0.5%Note2 For open graded mix: Tolerance limits shall be for aggregate W&Qd along wit data Showing 4148 stggkpiya awe;ag4s gradation only and shall be as specified in Section 9-03.8(6). Note 1 — 2.0% if less than 50% RAP (Recycled Asphalt Pavement), 2.5% for 50% RAP or more. Note 2 — 0.5% if less than 20% RAP, 0.77o for over 20% RAP, but less than 50% RAP, 1.0% for 50% RAP or greater. These tolerince limits constitute the allowable limits used in implas Submitted -and Pr-QP Section 5-04.3(8)A to determine acceptance. l-A6.2{ • ♦ F h it h.. Weight, 19 h- ^aaoa Xh' IbIF1 ♦h„c No y Page-SP-49 Revision Date:May 19, 1997 9-04 Joint and Crack Sealing Materials 9-05 Drainage Structures,Culverts,and Conduits SECTION 9-05.7(3) IS DELETED AND REPLACED BY THE FOLLOWING: 9-05.7(3) Concrete Storm Sewer Pipe Joints (RC) Joint assembly design shall be reinforced concrete bell and bigot type incorporating a fully retained single rubber gasket in accordance with ASTM C361 or AWWA C302. Rubber gasket the Pr-qj@Gt Einginear may approve field adjustments to th@ 1A0 2 material shall be neoprene. °u .^F 1 .. °nr f^r rl,° a nnt° ;°.^;n°ri ^n rl,° nt^ 10 - above, 1'^ *f^;the aggregate r° asso the Ale--1.9 l SECTION 9-05.7(4) IS SUPPLEMENTED BY THE r°r^°^ ' FOLLOWING: '200 sis-s- These r4eld adjurupantg t@ tho 44P may be made by the 9-05.7(4) Testing Concrete Storm Sewer Pipe Joints (RQ Hydrostatic testing of rubber gasket joints shall be performed in_ accordance with ASTM C361 or AWWA C302 except test , pressure shall be 5 psi. 21 ABIX A411 :9h° adjUgt° d JA4�,las OF minus the al evwd t919ian6P,9—a 211 14C >vithin the raaggaf the hr—e, SECTION 9-05.9 IS REVISED AND SUPPLEMENTED AS mss* FOLLOWS: 2 AsphaltGentant. Thy--P-roj@,;t-Engia°°p may ordpr 9-05.9 Steel Spiral Rib Storm Sewer Pipe (RC) of n A SUTO M 26 and those 5pesirk-tions The -iaer-sting, axcoodiRg n Z pepgent Pad, the „;r;21 TA,fR will h° ^dto vithgut oral and r ..tort'.°tr° t.., r&b.2.11 he h rh DI of the Materials&;ginegr the, SpVgif4gati@A&� The manufacturer of spiral rib storm sewer pipe shall furnish t 9-04 Joint and Crack Sealing Materials the Engineer a Manufacturer's Certificate of Compliance stating that the materials furnished comply in all respects with these SECTION 9-04.11 IS A NEW SECTION Specifications. The Engineer may require additional information or tests to be performed by the Contractor at no expense to the State. 9-04.11 Butyl Rubber (SA) Unless otherwise specified, spiral rib storm sewer pipe shall Butyl rubber shall conform to ASTM D2000, M1 BG 610. be furnished with pipe ends cut perpendicular to the longitudinal axis of the pipe. Pipe ends shall be cut evenly. Spiral rib pipe shall be fabricated either by using a continuous helical lock seam or 9-05 Drainage Structures, Culverts, and a continuous helical welded seam paralleling the rib. Conduits Qwtwardl ,—h° fgrmed frem a Single thick F material, SECTION 9-05.4 IS REVISED AS FOLLOWS: l Al>SBT61-A�J 6, s estiet; 2,2. 9-05.4 Steel Culvert Pipe and Pipe Arch (RC) A 375 Inch f 1118 inGh wide-b5' 0 4375—inch-(minimum) Steel culvert pipe and pipe arch shall meet the requirements of 3.14 ;°^h wigs by 54 h deep at 11 h t to AASHTO M 36, Type I and Type II. Welded seam aluminum s coated (aluminized) corrugated steel pipe and pipe arch with metallized coating applied inside and out following welding is jgiwod with Goupling bands. acceptable and shall be asphalt treatment coated. SECTION 9-05.7(2) IS DELETED AND REPLACED BY THE FOLLOWING: Steel spiral rib storm sewer pipe shall be manufactured of 9-05.7(2) Reinforced Concrete Storm Sewer Pipe metallic coated (aluminized or galvanized) corrugated steel and inspected in conformance with Section 9-05.4. The size, coating, and metal shall be as shown in the Plans or in the Specifications. Reinforced Concrete Storm Sewer pipe shall conform to the For spiral rib storm sewer pipe helical ribs shall project requirements of ASTM C-76 and shall be Class IV. Cement used outwardly from the smooth pipe wall and shall be fabricated from a in the manufacture of reinforced concrete pipe shall be Type II to single thickness of material. The ribs shall be essentially conformance with ASTM C150. No admixture shall be used unless rectangular and shall be 3/4 inch plus two times the wall thickness otherwise specified. (2t) plus or minus 1/8 inch (measured outside to outside) and a SECTION 9-05.7(2)A IS SUPPLEMENTED BY THE minimum of 0.95 inch high (measured as the minimum vertical FOLLOWING: distance from the outside of pipe wall immediately adjacent to the lockseam or stiffener to the top surface of rib). The maximum 9-05.7(2)A Basis for Acceptance (RC) spacing of the ribs shall be 11.75 inches center to center (measured All pipe shall be subject to (1) a three-edge-bearing strength normal to the direction of the ribs). The radius of bend of the (D-load) test in accordance with ASTM C76; and (2) a hydrostatic metal at the corners of the ribs shall be a minimum of 0.10 inch test of rubber gasket joints in accordance with ASTM C361 or and a maximum of 0.17 inch. If the sheet between adjacent ribs AWWA C302 except test pressure shall be 5 psi. does not contain a lockseam, a stiffener shall be included midway Page-SP-50 Revision Date:May 19, 1997 9-06 Structural Steel and Related Materials 9-08 Paints between ribs having a nominal radius of 0.25 inch and a minimum 1/8 inch wide (measured outside to outside) and a minimum height of 0.20 inch toward the outside of the pipe. Pipe shall be spacing of ribs shall be 4.80 inches center to center (measured fabricated with ends that can be effectively jointed with coupling normal to the direction of the ribs). The radius of bend of the bands. metal at the corners of the ribs shall be 0.0625 inch with an When required spiral rib or narrow pitch spiral rib pipe shall allowable tolerance of+ 10 percent. be bituminous treated or paved. The bituminous treatment for For wide pitch spiral rib storm sewer pipe, helical ribs shall spiral rib pipe shall conform to the requirements of Sections 9- project outwardly from the smooth pipe wall and shall be fabricated 05.4(3)and 9-05.4(4) from a single thickness of material. The ribs shall be 3/4 inch + For narrow pitch spiral rib sewer pipe the helical ribs shall 1/8 inch wide(measured outside to outside)and a minimum of 0.95 project outwardly from the smooth pipe wall and shall be fabricated inch high (measured as the minimum vertical distance from the from a single thickness of material. The ribs shall be .375 inch— outside of pipe wall to top surface of the rib). The maximum 1/8 inch wide (measured outside to outside) and a minimum of spacing of ribs shall be 11.75 inches center to center (measured 4375 inch high (measured as the minimum vertical distance of ribs normal to the direction of the ribs). The radius of bend of the shall be 4.80 inches center to center (measured normal to the metal at the corners of the ribs shall be 0.0625 inch with an direction of the ribs). The radius of bend of the metal at the allowable tolerance of+ 10 percent. corners of the ribs shall be 0.0625 inch with an allowable tolerance of—10 percent. 9-06 Structural Steel and Related Materials SECTION 9-05.12(3)IS A NEW ADDITIONAL SECTION: 9-06.5 Bolts 9-05.12 3) CPEP Sewer Pipe (RC) CPEP - Smooth interior pipe and fittings shall be SECTION 9-06.5(4)HAS BEEN SUPPLEMENTED BY ADDING: manufactured from high density polyethylene resin which shall meet or exceed the requirements of Type 111, Category 4 or 5, 9-06.5(4) Anchor Bolts (RC) Grade P33 or P34 Class C per ASTM D1248. In addition, the All anchor bolts, nuts, washers and anchor plates for signal pipe shall comply with all material and stiffness requirements of poles street light poles, strain poles or other types of poles shall AASHTO M294. meet the recommended specifications of the pole manufacturer. The Contractor shall be responsible for providing to the Engineer SECTION 9-05.14 IS DELETED: any and all data concerning fabrication, strength test results, mill SECTION 9-05.17 IS REVISED AND SUPPLEMENTED AS certification and other data required to confirm that the anchor FOLLOWS: bolts meet those specifications. The following standard specifications shall apply to anchor 9-05.17 Aluminum Spiral Rib Storm Sewer Pipe bolts for street light signal and strain poles provided that the (RC) Contractor can submit documentation from the manufacturer Unless otherwise specified, spiral rib storm sewer pipe shall affirming that anchor bolts meeting these specifications are be furnished with pipe ends cut perpendicular to the longitudinal recommended for the pole to be installed thereon: axis of the pipe. Pipe ends shall be cut evenly. Spiral rib pipe shall 1 The standard anchor bolt for aluminum street light poles be fabricated by using a continuous helical lock seam with a seam shall be 42 inches in length and shall meet the requirements of gasket. ASTM A 36 or ASTM A 307. The shaft of the anchor bolt shall Sf"! ;ib sto;m sawe; pipe shall have belical. Fib& that PrGjVQ be a full one inch in diameter with a hot forged four.inch "L" bend on the bottom end and a minimum of six inches of die-cut threads on the top end. A cu-rn;`4 196 Scgtig.,7 ') *1 2 The anchor bolts for signal poles and strain poles shall 03:75 • h 1 114 h mlida by n 4375 h .,,.... meet the specifications as designated on the approved manufacturer's pole plans and/or supplemental plans or 3. 14 • h 1 14 kwh •,1 by n oc inch `..,:.,:..,um) doep specifications provided by the manufacturer. All anchor bolts nuts and washers shall meet the pole 4. 3.14 1 •a by 519 , ,loop at 11 inGLas -eptcF to manufacturer's specifications and shall be hot dipped galvanized came; unless such galvanization is not permitted for the type of steel as per Section 9-06.5(4). 9-08 Paints SECTION 9-08.8 IS A NEW SECTION. 9-08.8 Manhole Coating System Products (RC) For spiral rib storm sewer pipe helical 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 wide by 3/4 9-08.8(1) Coating System Specilication (RC) inch deep with a nominal spacing of 7-1/2 inches center to center. The following coating system specifications shall be used for Pipe shall be fabricated with ends that can be effectively jointed coating (sealing) interior concrete (including the channel) surfaces with coupling bands. of sanitary sewer manholes when required. For narrow pitch spiral rib storm sewer pipe, helical ribs shall project outwardly from the smooth pipe wall and shall be fabricated from a single thickness of material. The ribs shall be 0.375 inch + t Page-SP-51 Revision Date: May 19, 1997 9-23 Concrete Curing Materials and Admixtures 9-29 Illumination, Signals,Electrical Coating System Specification SECTION 9-29.3 IS REVISED AND SUPPLEMENTED AS FOLLOWS: A. General 1. Buried Manhole 9-29.3 Conductors, Cable (RC) Surface Color Paint System Each wire shall be numbered at each terminal end with a wrap-around type numbering strip bearing the circuit number a. Buried, and White C-1 shown on the plans. exposed No splicing of any traffic signal conductor shall be permitted concrete unless otherwise indicated on the plans. All conductor runs shall surfaces. be pulled to the appropriate signal terminal compartment board ' 9-08.8(2) Coating Systems with pressure type binding posts. The only exceptions shall be the splices for detector loops at the nearest junction box to the loops A. High Solids Urethane The contractor shall provide and install all the necessary wiring, fuses and fittings so as to complete the installation of the Coating System: C1 signal and lighting equipment as shown on the plans All materials Coating Material: High Solids Urethane and installation methods, except as noted otherwise herein shall Surfaces: Concrete comply with applicable sections of the National Electrical Code Surface Preparation: In accordance with SSPC SP-7 8, Detector loop wire shall be No. 124.4 AWG stranded (Sweep or brush off blast) copper wire, Class B, with chemically cross-linked polyethylene Application: Shop/Field The drying time type RHH-RHW insulation of code thickness. between coats shall not exceed ommuncations cable 24hours in any case (11) � — i "6C (612 'C)-shall meet REA Primer: specification PE-39 and shall have sic--paw—No. 19 AWG wires System Thickness: mils dry film with 0.008 inch FPA/MPR coated aluminum shielding. The cable Coatings: Primer: One coat of Wasser shall have a petroleum compound completely filling the inside of MC-Conceal high solids 2 the cable. urethane( 0 DFT)Finish: Two or more coats of Wasser The shielded communications/signal interconnect cable shall meet the following: MC-Conceal (min. 4.0 DFT) 1. Conductors: Solid, soft drawn annealed copper, size 19 awg. 9-23 Concrete Curing Materials and 2. Insulation: solid, virgin high density polyethylene or Admixtures polypropylene, with telephone industry color coding. 3. Cable core assembly: insulated conductors are twisted SECTION 9-23.9 IS REVISED AS FOLLOWS: into pairs with varying lays (twist lengths) to minimize cross talk and meet strict capacitance limits. 9-23.9 Fly Ash (RC) 4. Shielding: A corrosion/oxidation resistant tinted ethylene Fly ash shall not be used around water lines. copolymer coated (both sides) .008" thick corrugated aluminum tie shield is applied longitudinally with shielding coverage. A 9-29 Illumination, Signals, Electrical .005 corrugated tape applied in the same manner is acceptable. 5. Outer jacket: A black, low density high molecular weight SECTION 9-29.1 IS SUPPLEMENTED BY ADDING THE virgin polyethylene (compounded to withstand sunlight FOLLOWING. temperature variations and other environmental conditions plus abuse during installation) is extruded overall to provide a 9-29.1 Conduit (RC) continuous covering. The conduit P.V.C. - non-metallic shall be of the two types 6. Footage markings: footage markings must be printed indicated below: sequentially a minimum of 2' along the outer jacket. 1. Schedule 80 Extra heavy wall P.V.C. conforming to 7. Filling: the entire cable within the outer jacket is flooded ASTM, Standards, to be used in all installations under roadways. with petroleum-polyethylene gel filling compound including the 2. Schedule 40 heavy wall P.V.C. conforming to ASTM area between the outer jacket and the shield. Standards. SECTION 9-29.9 IS SUPPLEMENTED BY ADDING THE SECTION 9-29.2 IS SUPPLEMENTED BY ADDING THE FOLLOWING: FOLLOWING: 9-29.9 Ballast, Transformers (RC) 9-29.2 Junction Boxes (RC) The Ballast shall be pre-wired to the lamp socket and terminal Junction boxes shall be reinforced concrete with galvanized board. steel from anchored in place and galvanized steel cover plate SECTION 9-29.10 IS SUPPLEMENTED BY ADDING THE (Diamond pattern) as indicated on detail sheets. FOLLOWING: The inscriptions on the covers of the junction boxes shall be as follows: 9-29.10 Luminaires (RC) 1. Signal only: "Signals" The filter shall bd charcoal with elast-omer gasket. 2. Street Lighting only: "lighting" Luminaires shall have a cast aluminum housing of the cobra 3. Traffic Signal and Street lighting Facilities: "TS-LT" head style with a glass ovate refractor. The above inscriptions shall not be higher than the top surface of the cover plates. Page-SP-52 Revision Date:May 19, 1997 9-29 Illumination,Signals,Electrical 9-29 Illumination,Signals,Electrical The manufacturer's name or symbol shall be clearly marked re-energize without change. on each luminaire. 9-29.11 Control Equipment 5. Conflict Monitor. Upon sensing conflicting signals or SECTION 9-29.11(2)IS DELETED AND REPLACED WITH.' unsatisfactory operation voltages, the conflict monitor shall immediately cause the signal to revert to flash; however, the 9-29.11(2) Photoelectric Controls (RC) controller shall stop time at the point of conflict. After the conflict Photoelectric controls shall be a plug-in device, rated to monitor has been reset, the controller shall immediately take operate on 120 volts 60 Hz. The unit shall consist of a light command of the signal displays at the beginning of artery sensitive element connected to necessary control relays. The unit g{aea ely IoW. shall be so designed that a failure of any electronic component will 6. Flash unit shall be a two circuit type capable of energize the lighting circuit. switching loads up to 1000 watts per circuit alternately at a rate of The photo cell shall be a solid state device with stable turn-on 60 flashes per minute per circuit, plus or minus two flashes per values in the temperature range of-55 degrees C to +70 degrees minute. C The photo cell shall be mounted externally on top of the luminaire In a contactor controlled system, the photo cell to SECTION 9-29.13(3) IS REVISED AND SUPPLEMENTED AS control the system shall be mounted on the luminaire nearest to the FOLLOWS: service/contactor cabinet. The photo cell shall be capable of switching "ON" 1,000 watts of incandescent load as a minimum. 9-29.1 Emergency Pre-emption (RC) Immediately after a valid call has been received, the SECTION 9-29.13 IS SUPPLEMENTED BY ADDING THE pre-emption controls shall cause the signals to display the required FOLLOWING: clearance intervals and subsequent pre-emption intervals. Pre-emption shall sequence as noted in the contract. Pre-emption 9-29.13 Traffic Signal Controllers (RC) equipment shall be installed so that internal wiring of the The unit shall operate on 120 volt, 60 cycle, single phase controller, as normally furnished by the manufacturer, is not alternating current and shall use the power line frequency as a time altered. base The traffic signal controller shall meet the requirements o On all. h ' d d phase& D"° o...ptio" iadigaw;s_i the National Electrical Manufacturers Association (NEMA) r-equipod, 4:01 turn on when the agnt;Qlle; r-GaGhes 049 pro ompted Standard Publications. ice- Components such as resistors capacitors diodes and Emergency vehicle pre-emption shall be furnished as modules transistors shall be individually replaceable utilizing approved that plug directly into a rack wired to accept 3-M discriminator standard soldering techniques. Intergrated circuits shall be type units The pre-emption system operation shall be compatible mounted in sockets and shall be easily replaceable without with the 500 Series 3M company "opticom" system which the City soldering All components shall be standard "Off the shelf" items. of Renton is currently using and shall be capable of being activated The traffic signal controller shall be capable of interfacing by the same transmitters. with the Multisonic real time master computer. The controller The optical signal discriminator system shall enable an shall be capable of both on-line operation(control by the multisonic authorized vehicle to remotely control traffic control signals from a master computer) and standby operation. The controller shall distance of up to 1800 feet(0.54 kilometers) along an unobstructed establish the sequence of signal phases including overlaps, in "line of sight" path The system shall cause the traffic signals conformance with the signal phasing diagram on the plans. When controller to move into an appropriate fire pre-emption program. operating either in a fixed time mode or in a fully-actuated mode this optical discriminator shall interface to the 562 software, for with volume density on each phase as required. All clearance field programmability. It shall consist of the following timing and pedestrian timing shall be accomplished at the local components: intersection. a Optical energy detectors which shall be mounted on the traffic signal mast arms and shall receive the optical energy SECTION 9-29.13(2) IS REVISED AND SUPPLEMENTED AS emitter's signal. FOLLOWS: b Discriminators which shall cause the signal controller to go into internal pre-emption which will give the authorized vehicle 9-29.13(2) Flashing Operations (RC) the right of way in the manner shown on the phase sequence 2. Police Panel Switch. When the flash-automatic switch diagram. located behind the police panel door is turned to the flash position, c. Pre-emption Indicator Lights. the signals shall immediately revert to flash; however, the Optical Detector controller shall "STOP TIME." When the switch is placed on a. Shall be of solid state construction. automatic, the signals shall continue to flash for an additional b Fittings shall meet the specifications of the system 8 second flash period. At the completion of the continued 8 second manufacturer to facilitate ease of installation. flash period, unless otherwise specified, the controller shall c Shall operate over an ambient temperature range of-40°F immediately resume normal cyclic operations at the beginning of to +180°F(-40°C to +85°C). artery g ely low. d Shall have internal circuitry encapsulated in a semi- 4. Power Interruption. On "NEMA" controllers any power flexible compound and shall be impervious to moisture. interruption longer than 475 plus or minus 25 milliseconds, signals a Shall rdspond to the optical energy impulses generated by shall re-energize consistent with No. 2 above to ensure an 8 second a pulsed Xenon source with a pulse energy density of 0.8 micro flash period prior to the start of artery green. A power interruption joule per square meter at the detector, a rise time less than one of less than 475 plus or minus 25 milliseconds shall not cause microsecond and half power point pulse width on not less than resequencing of the controller and the signal displays shall thirty microseconds. i. Page-SP-53 Revision Date:May 19, 1997 9-29 Illumination,Signals,Electrical 9-29 Illumination,Signals,Electrical , Discriminator &Q fur-nigh nil ovarlap board with a Each module shall do the following: 01 -of a. Shall provide for a minimum of two channels of opticalt#edaps. detector input. Qf 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 'yith „tae.timing data 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 All timing functions and input and output features for fully- not respond to any other detector until calls from the first detector actuated, volume-density operation shall be provided in accordance are satisfied. Indicator lights shall indicate power on, signal being with NEMA standards. received, channel called. Switches shall control system power and The controller shall provide for setting each timing interval by simulate detector calls for each phase. means of positively calibrated settings. The timing functions shall be on the front of the controller unit or shall have keyboard entry SECTION 9-29.13(2) IS SUPPLEMENTED BY ADDING THE and liquid crystal display. For the standby operation the traffic FOLLOWING: signal controller shall include all circuitry required to provide all timing and all functions for signal operation in a fully-actuated 9-29.13(4) Wiring Diagrams (RC) mode. Standby operation shall automatically occur upon opening The controller cabinet shall have a waterproof envelope with a of interconnect lines, failure of central master computer, or when side access attached to the inside of the cabinet door. At the time specified by the master. The standby operation shall follow and be of delivery the envelope shall have four complete sets of schematics coincidental in phase to that phase being displayed at the start of and manuals for all assemblies and sub-assemblies. standby operation. Transfer from computer supervision shall not SECTION 9-29.13(6) IS SUPPLEMENTED BY ADDING THE call up a starting yellow. FOLLOWING: SECTION 9-29.13(7)A IS SUPPLEMENTED BY ADDING THE FOLLOWING: 9-29.13(6) Radio Interference Suppressors A Cornell-Dubiler radio interference filter NF 10801-1 30 9-29.13()A Environmental, Performance and Test amps or equivalent shall be used to filter the A.C. power. Standards for Solid-State Traffic Additionally, all power supplies shall have noise immunity from Controllers (RC) other devices within the cabinet. The traffic signal controller assemblies, including the traffic signal controller, auxiliary control equipment and cabinet shall be SECTION 9-29.13(7) IS REVISED AND SUPPLEMENTED AS shop tested to the satisfaction of the Engineer. Testing and check- FOLLOWS: out of all timing circuits, phasing and signal operation shall be at 9-29.13(7) Traffic-Actuated Controllers (RC) the City of Renton Signal Shop, Renton Washington. The Signal Shy will make space available to the contractor for the required Traffic-actuated controllers shall be electronic devices which, test demonstrations. The contractor shall assemble the cabinet and when connected to traffic detectors or other means of actuation, or related signal control equipment ready for testing. A complete both, shall operate the electrical traffic signal system at one or more intersections. demonstration by the contractor of all integrated components All solid-state electronic traffic-actuated controllers and their satisfactorily functioning shall start the test period. Any malfunction shall stop the test period until all parts are supplemental devices shall employ digital timing methods. The traffic signal control equipment, unless otherwise satisfactorily operating. The test shall be extended until a minimum of 72 hours continuous satisfactory performance of the permitted in the contract, must specifically conform to current entire integrated system has been demonstrated. The NEMA specifications. `xrhen—permitted, type 379 ce�itFel demonstration by the contractor to the Engineer of all components ;;half �..nf rm to TWA—pul�{isat+en. x-28 16 as functioning properly shall not relieve the contractor of any responsibility relative to the proper functioning of all aforestated Actuated traffic signal controllers shall be 8-phase control control gear when field installed. units. Volume-density timing features shall be provided on all controllers. SECTION 9-29.13(7)B IS REVISED AND SUPPLEMENTED Every Pin of FlUg Shall be t'1' ,i 2r, AS FOLLOWS: 9-29.13()B Auxiliary Equipment for Traffic Actuated "Spa;G" 9F R14:111 UPUARd. Controllers (RC) .,tr ply to auxiliapt equipmVRs fidrpirhed Type 1:70 G99-q-Ile;Q2.l;;AatR- flagh' ••nom nsfnr .elo,.o load 0 iwhes F92 140;:s bums .,lire panel 611titchaq ntarle r@QUi;QR@1;t9 yopt f t Page-SP-54 Revision Date:May 19, 1997 9-29 Illumination,Signals,Electrical 9-29 Illumination,Signals,Electrical Power Switches Computer Interface Unit There shall be a main power switch inside the cabinet that Interface communication devices shall be designed as separate shall render all control equipment electrically dead when turned units or as modules that plug directly into the controller case The off. There shall be a controller power switch that shall render the communication devices shall be used for on-line computer control controller and load switching devices electrically dead while of the intersection and shall be capable of transmitting all detector maintaining flashing operation for purposes of changing controllers and signal status information and receiving and decoding command or load switching devices. information from the computer all in conformance and within the capability of the multisonic master computer unit and the Stop Time Bypass Switch interconnect cables. There shall be a switch in the cabinet identified as the stop SECTION 9-29.13(7)D IS REVISED AND SUPPLEMENTED time bypass switch. If the intersection is placed on flashing AS FOLLOWS: operation either by the flash switch or the fail safe monitor, the 9-29.13(7)D Controller Cabinets (RC, SA) controller shall immediately stop time. The stop time bypass 1. Construction shall be of 0.073-inch minimum thickness switch shall remove stop time from the controller and permit Type 304 stainless steel, 0.125-inch minimum thickness cle" normal cycling operation while the intersection remains in flashing zaediavd—sheet aluminum, or cast aluminum. Cabinets shall be operation. finished inside with an approved finish coat of exterior white enamel and outside with an approved enamel finish, light gray or DETECTOR test switch aluminum in color. As an alternate to painting, the outside and inside of the aluminum cabinets may be clear anodized aluminum. Each vehicle and pedestrian phase shall have a momentary 5. The cabinet door shall be provided with: (spring return) detector test switch. When depressed, the switch a. A spring loaded construction core lock capable of shall place a call on its respective signal phase. accepting a Best CX series core installed by others. Cast cabinets shall have an approved one point positive latch. Formed cabinets The convenience outlet and lamp socket shall have a three point latch. b. A police panel door with a stainless steel hinge pin and A convenience outlet protected with a ground fault interrupter a lock. Two police keys with shafts a minimum of 1 3/4 inch long and an incandescent lamp socket shall be furnished in the main shall be provided with each cabinet. cabinet A door switch for the lamp shall be provided. THIS Inside the police panel there shall be a signal on-off circuit shall be protected by a circuit breaker rated at 20 amps. switch which shall prohibit any signal display in the field but will allow the control equipment to operate when placed in the "off" Fail Safe Unit position. A second switch shall be the auto-flash switch. When placed in the "flash" position controller power shall remain on and Fail safe unit shall meet the NEMA-PLUS specifications and controller shall stop time dependent on switch setting on the shall monitor both the positive and negative portions of the A.C. auxiliary panel described later. sine wave for all green amber and pedestrian walk indications. C. u t a d pgligg p2pal d^^r- AL211 have ons The duration of a display of conflicting indications shall not be long Cabinet doors shall be gasketed enough to be visible to motorists or pedestrians before the monitor with one piece close cell neoprene They shall be equipped with initiates flashing operation. There shall be a visual indication that some type of stops so the door may be held open in either of two- the monitor has preempted normal operation. positions at approximately 90 degrees and 180 degrees and be of The fail safe monitor shall be Model SSM-12LE as suitable design to withstand a 40 mph wind.. manufactured by Eberle Design Inc., or approved equal. d. A two position door stop assembly. e The Controller cabinet shall have a load bay panel with at Surge Protector (Lighting Arrester) least the following items mounted on the face of the panel: transfer relays; load switches; and terminal blocks for termination of all The controller shall have an input voltage surge protector that wires contained on a separate panel (the terminal block shall shall protect the controller input from any voltage surges that could conform to Washington Standard Specifications). damage the controller or any of its components. This load bay panel shall be mounted so that when the screws are removed it will be possible to obtain full access to the Field Wiring Terminal terminations on the back of the load bay panel. There shall be a terminal strip for field wiring in the controller cabinet. The terminals shall be numbered in accordance with the schematic wiring diagram on the plans. If a different SECTION 9-29.16 IS SUPPLEMENTED BY ADDING THE numbering system is used for the cabinet wiring, then both FOLLOWING: numbers shall label each terminal and the cabinet wiring schematic 9-29.16 Vehicular Signal Heads (RC) drawing shall include the field wiring numbers where the terminal strip is illustrated. A common bus bar with a minimum of 15 Vehicular signal heads shall have 12 inch lens sizes unless terminals and a ground bar with a minimum of 6 terminals shall be shown otherwise on the signal plans. Vehicular signal head provided. housings shall consist of separate sections and be expandable type for vertical mounting Lens shall be glass and meet I.T.E. Specifications for light output Reflectors shall be alzac. Each signal head shall have a 1/4 inch drain hole in its base. Page-SP-55 Revision Date: May 19, 1997 9-29 Illumination,Signals,Electrical 9-29 Illumination, Signals,Electrical Vehicle signal heads shall be cast aluminum. 9-29.16(2)E Painting Signal Heads (RC) All signal heads shall include a back plate 5 inch square cut Traffic signal heads, including outside of visors and back of border. Signal heads, including outside of visors and back of back back plates, shall be finished with two coats of factory applied plates shall be finished with two coats of factory-applied traffic traffic signal gFeea- ellow baked enamel. The inside of visors, signal yellow baked enamel. The inside of the visors and front of front of back plates, and louvers shall be finished with two coats of back plates shall be finished with two coats of factory-applied flat flat black enamel. black enamel. Mounting hardware will provide for a rigid connection SECTION 9-29.16(3)(RC)IS DELETED. between the signal head and mast arm. All mounting hardware 0-19 16(3)_Pe13'r-arbgnat@ TPRMC, S,ga 1 T�& (RQ will be of the top-mount plumbizer type as shown on the standard plans, unless specified otherwise on the plans. SECTION 9-29.16(3)A (RC)IS DELETED. Position of the signal heads shall be located as close as 9-19 16(3)A 8-mch 11@13,g ,bann*° •r f c 1 T possible to the center of the lanes. Signal heads shall be mounted °T on the mast arm such that the red indicators lie in the same plane (RQ and such that the bottom of the housing of a signal head shall not SECTION 9-29.16(3)B(RC)IS DELETED. be less than 16 feet 6 inches nor more than 18 feet 6 inches above the grade at the center of the roadway. All bolts and other 9-1916(3)) Q-iagh NI3,G243onau m „frQ_%gQW miscellaneous mounting hardware shall be stainless steel. Hoadr (RC) SECTION 9-29.16(2)A HAS BEEN REVISED AS FOLLOWS: SECTION 9-29.17 HAS BEEN REVISED AS FOLLOWS: 9-29.16(2)A Optical Units (RC) 9-29.17 Signal Head Mounting Brackets and Fittings Eight inch conventional signals shall employ a 67 to 69 watt (RQ traffic signal lamp rated for 130129 volt operation, 595 minimum Pitt gsfe,--Typo A4 and N meunus sha71 ' —...ot211ad initial lumen, 665 rated initial lumen, 8,000-hour minimum, ut;painted^All other hardware for ethiir mounts shall be painted 2 7/16-inch light center length, A-21 bulb, medium base, clear with two coats of factory applied traffic signal Federal yellow , traffic signal lamp. Twelve inch traffic signal heads require g";:-baked enamel. 429130 volt, 165 watt, 1,750 minimum initial lumen, 1950 rated initial lumen clear traffic signal lamps with a 3-inch light center SECTION 9-29.18(1) IS SUPPLEMENTED AND REVISED AS length, 8,000 hour minimum rated life, P-25 bulb and medium FOLLOWS: base. Bulbs shall be installed with the opening between the filament ends up. 9-29.18(1) Induction Loop Detectors (RC) Detector amplifiers shall be Detector Systems model 810A or f SECTION 9-29.16(2))HAS BEEN REVISED AS FOLLOWS: egual I• 9-29.16(2)B Signal Housing (RC) nduction loop amplifiers installed with NEMA controls shall conform to current NEMA specifications. Each lens shall be protected with a removable visor of With T„~° 170 „~U,,,,' hall „Q~fom t 13141414>~ 1x1n h 112 74 plastir aluminum of the tunnel type, unless specified r r r , otherwise in the contract. Visors shall have attaching ears for installation to the housing doors. Conventional signal heads shall SECTION 9-29.20 HAS BEEN REVISED AS FOLLOWS: have square doors. 9-29.20 Pedestrian Signal (RC) SECTION 9-29.16(2)C HAS BEEN REVISED AS FOLLOWS: Pedestrian signals shall be either ;Draadescent- fiber optic or neon-grid type, or other types as specified in the contract. 9-29.16(2)C Louvered Visors (RC) Pedestrian signals shall conform to ITE Standards (Standard for Where noted in the Contract, louvered tunnel visors shall be Adjustable Face Pedestrian Signal Heads, 1975). furnished and installed. Directional louvers shall be constructed to Inca;4'°°G°~* pedestpian nal head shall °,,,~,,,,, ^ 16 watt have a snug fit in the signal visor. The outside cylinder shall be ^'Pa; 4affir rignal lamp rated F^; '''n^elt oparat:^~ It °h^" h° constructed of aluminum , and the louvers shall r^*°d 174^ '~'''^' lu;146n, SOW" a"V;age i'v 1 :746 ' h light be constructed of anodized aluminum painted flat black. ^°~'°~'°~^'" " 11 b4dh Dimensions and arrangement of louvers shall be as shown in the contract. a. minimun; 6f-4 1/) i»shes high Symbol messages, when specified, shall be a minimum of 12 inches high and 7 inches in SECTION 9-29.16(2)D HAS BEEN DELETED AND width. REPLACED WITH. Housings shall be die-cast aluminum and shall be painted with 9-29.16(2)D Back Plates (RC) two coats of factory applied traffic signal ely lowgr44;;enamel. Back plates shall be furnished and attached to the signal VACANT SECTION 9-29.20(1) IS REPLACED BY ADDING I heads. Back plates shall be constructed of anodized, 3-S THE FOLLOWING NEW SECTION. half-hard aluminum sheet, 0.058-inch minimum thickness, with 5-inch square cut border and painted black in front and yellow in 9-29.20(1) Fiber Optic Type (RC) back. The fiber optics: shall be drawn from optical glass of high purity. The fibers shall be temperature resistant. The fibers shall be resistant to the UV light emitted by the halogen lamp and shall maintain their high transmission properties throughout the lifetime r. Page-SP-56 Revision Date: May 19, 1997 9-29 Illumination,Signals,Electrical 9-29 Illumination,Signals,Electrical of the sign. The light guides shall contain fibers with a diameter of SECTION 9-29.24(1) IS DELETED AND REPLACED WITH 53 microns. Each single arm in the harness shall contain THE FOLLOWING: approximately 300 fibers. The optical sheathing shall have a wall thickness of at least 1.5 microns. The common end of each bundle 9-29.24(l)a finish Painting (RC) The finish coat shall be a factory baked on enamel light grey shall have a hexagonal bundle format. The common bundle end in color. The galvanized surface shall be etched before the baked The light source shall be a halogen incandescent lamp with and each arm end shall epoxied and optically polished. on enamel is applied. The interior shall be given a finish coat of dichroic reflector. The lamp shall use built-in, lead-in wires instead exterior grade of white metal enamel. of pins. The reflector shall be covered with a hard coating capable Painting shall be done in conformance with the provisions of to withstand a temperature of 400 degrees Centigrade, rapid Section 8-20.3(12). temperature changes aggressive chemical attacks. The coating SECTION 9-29.24(2) IS DELETED AND REPLACED WITH shall be tested by soaking in Oxalic Acid 0.71N for a period of 2 THE FOLLOWING: hours. The coating shall not dissolve during this period. The lamp shall be 50 watt and rated for 6000 hours at 10 volts. The lamp 9-29.24(2) Electrical Circuit Breakers and Contactors together with the fiber shall produce a light intensity as high as (RC) 3800CD. The 115-volt primary, 10-volt secondary transformers, The electrical circuit breakers and contactors shall be as light guides and all wiring shall be enclosed in a sheet aluminum indicated on the contract plans and detail sheets. The following housing. The matrix plate shall be constructed of 0.125 thick equipment shall be featured within the cabinet. aluminum sheet protected by a 0.125 polvcarbonate sheet. The 1. Main circuit breaker signal housing shall be weather tight. Each common end of a 2. Branch circuit breakers bundle shall have a clip-on type color filter, one of Portland 3. Utility plug(120 volt-20 Amp rated) G.F.I. Type Orange and one of Lunar White. The viewing end of the fiber optic 4. Light control test switch (120 volt-15 Amp) display shall not require a cone for magnification, and shall provide 5. Contactor relay for each circuit a wide viewing angle. Each message shall have a minimum of 82 6. Double pole branch breaker(s) for lighting circuits (240 light points All components shall be fastened to the flat black volt matrix plate. When the sign is not illuminated, it shall blank out 7. One 120 volt, 20 Amp single pole branch breaker (for with no message legible. The low power consumption lamps shall utility plugs) be serviceable without any tools. 8. Type 3-single phase 120/240 volt grounded neutral SECTION 9-29.20(2) IS REVISED AND SUPPLEMENTED AS service FOLLOWS: 9. One 120 volt 40 Amp single pole branch breaker (signal service 9-29.20(2) Neon Grid Type (RC) 10. Complete provisions for 16 breaker poles All neon grid heads shall be equipped with Z crate visors 11. Name plates phenolic black with white engraving except made of polvcarbonate plastic designed to eliminate sun phantom. the main breaker which shall be red with white lettering. All name Neon tubing shall be enclosed and shockmounted inside plates shall be attached by S.S. screws. a rugged plastic module. 12. Meter base sections are unnecessary r f r , �, SECTION 9-29.25 IS DELETED AND SUPPLEMENTED BY -- - o THE FOLLOWING: The pedestrian signal shall have a solid state message module, 9-29.25 Terminal and Interconnect Cabinets (RC) electronic ballast no external transformer, and operate at 30 watts. The pole mounted terminal box shall be made of molded The heads shall display two symbol messages, "hand" (for the do not walk mode) in Portland orange and "Man" (for the walk fiberglass be grey in color, be approximately 16" high x 13-7/8" wide x 5-7/8" deep and have a minimum of 16 terminals on the mode) in lunar white. The message module shall consist of two terminal blocks The box shall be weather tight have a single door neon gas tubes enclosed in a housing made of polvcarbonate plastic The lens material shall be polvcarbonate plastic. The With continuous hinge on one side and screw hold downs on the visors shall be flat black in color. door locking side All hardware will be stainless steel. All mounting hardware shall be stainless steel and shall be incidental to SECTION 9-29.24 IS DELETED AND REPLACED BY THE the unit price of terminal box. FOLLOWING: Terminal blocks shall be 600V heavy duty, barrier type. Each terminal shall be separated by a marker strip. The marker strip 9-29.24 Service Cabinets (RC) shall be permanently marked with the circuit number indicated in The signal/street lighting service cabinet shall be as indicated the Plans Each connector shall be a screw type with No. 10 post on the contract plans and detail sheets. All electrical conductors, capable of accepting no less than 3 #12 AWG wires fitted with buss bars and conductor terminals shall be copper or brass. The spade tips. cabinet shall be fabricated from galvanized cold rolled sheet steel, Cabinet doors shall be gasketed with a one-piece closed cell with 12 gauge used for exterior surfaces and 14 gauge for interior neoprene gasket and shall have a stainless steel piano hinge. panels Door hinges shall be the continuous concealed piano type One spare 12 position terminal block shall be installed in each and no screws rivets or bolts shall be visible outside the enclosure. terminal cabinet and amplifier cabinet. The cabinet door shall be fitted for a Best internal type lock. The Mounting shall be as noted in the contract. cabinet shall have ventilation louvers on the lower and upper sides Interconnect splice tower cabinets shall be Type F with complete with screens filters and have rain tight gaskets. The nominal dimensions of 22" high x 13" wide x 11" deep and cabinet door shall have a one piece weather proof neoprene gasket. constructed of cast aluminum and fitted with a Best internal lock. Page-SP-57 Revision Date:May 19, 1997 9-30 Water Distribution Materials T 9-30 Water Distribution Materials 9-30 Water Distribution Materials SECTION 9-30.3(3) IS SUPPLEMENTED BY ADDING THE FOLLOWING: 9-30.1 Pipe 9-30.3(3) Butterfly Valves (RC) SECTION 9-30.1(I)IS REVISED AS FOLLOWS: Butterfly valves shall be Dresser 450 or Pratt Groundhog, SECTION 9-30.3(5) HAS BEEN DELETED AND REPLACED 9-30.1(1)Ductile Iron Pipe (RC) WITH THE FOLLOWING: 1. Ductile iron pipe shall be centrifugally cast and meet the requirements of AWWA C151. Ductile iron pipe shall have a 9-30.3(5) Valve Marker Posts (RC) cement-mortar lining meeting the requirements of AWWA C104. The valve markers shall be fabricated and installed in ' conformance with the Standard Drawings. All other ductile iron pipe shall be Valve markers shall be carsonite composite utility marker Standard Thickness Class 525A or the thickness class as shown in .375"x 6'-0" or approved equal with blue label "water. the Plans. SECTION 9-30.3(7) HAS BEEN SUPPLEMENTED AS , 9-30.3 Valves FOLLOWS: SECTION 9-30.3(1)HAS BEEN REVISED AS FOLLOW.• 9-30.3(7) Combination Air Release/Air Vacuum Valves (RC) 9-30.3(1) Gate Valves (RC) Air and vacuum release valves shall be APCO- Valve and Valves shall be designed for a minimum water operating Primer Corp, "Heavy-Duty," combination air release valve or pressure of 200 PSI. Gate valves shall be Iowa List 14, Mueller equal. Company No. A2380, Kennedy, or M&H. Installation shall be per the City of Renton Standard Detail Approval of valves other than models specified shall be latest revision. obtained prior to bid opening. Piping and fitting shall be copper or brass. Location of the air All gate valves less than 12" in diameter shall include an 8" x release valve as show on the plans is approximate. The installation 24" cast iron gate valve box and extensions, as required. All 12" shall be set at the high point of the line. diameter and larger gate valves shall be installed in a vault. See SECTION 9-30.3(8)IS REVISED AS FOLLOWS. Water Standard Detail for 12" gate valve assembly vault and 1" bypass installation. 9-30.3(8) Tappht g Sleeve and Valve Assembly (RC) Gate valves shall conform to AWWA C500 and shall be iron Tapping sleeves shall be cast iron, ductile iron body, bronze-mounted, double disc with bronze wedging device epoxy-coated steel, or other approved material. and O-ring stuffing box. RESILIENT SEATED GATE VALVES: SECTION 9-30.3(9)IS A NEW SECTION: ' Resilient seated gate valves shall be manufactured to meet or 9-30.3(9) Blow-Off Assembly (RC) exceed the requirements of AWWA Standard C509 latest revisions. All external and internal ferrous metal surfaces of the gate Permanent blow-off assembly shall be #78 Kupferle Foundry valve shall be coated for corrosion protection with fusion bonded o ss approved equal. Installation of blow off permanent blow- valve epoxy. The epoxy coating shall be factory applied to all valve off assembly shall be per City of Renton Water Standard Detail parts prior to valve assembly and shall meet or exceed the latest revision. Pipe and fittings shall be galvanized. Blow-off requirements of AWWA Standard C-550 latest revision. Valves assembly shall be installed at location(s) shown on the plans. shall be provided with two (2) internal O-ring stems seals. The Temporary blow-off assembly on new dead-end water main shall valves shall be equipped with one (1) anti-friction washer. The be installed at location shown on the plans. resilient gate valve shall have rubber sealing surfaces to permit bi- Temporary blow-off assemblies for testing and flushing of the directional flow. The stem shall be independent of the stem nut or new water mains will not be included under this item and shall be integrally cast. considered incidental to the contract and no additional payment Manufacturers of Resilient Seated gate Valves shall provide shall be made. the City on request that the valve materials meet the City SECTION 9-30.5 IS SUPPLEMENTED BY ADDING THE specifications. FOLLOWING: Valves shall be designed for a minimum water operating pressure of 200 psi. 9-30.5 Hydrants (RC) End connections shall be mechanical joints, flanged joints or Fire hydrants shall be Iowa, Corey Type (opening with the , mechanical by flanged joints as shown on the project plans. pressure) or approved equal conforming to AWWA C-502-85. Resilient Seated Gate Valves shall be U.S. Metroseal 250, Approval must be obtained prior to bid opening. Clow, M&H Style 3067, Mueller Series 2370, Kennedy. Compression type fire hydrants (opening against pressure) Approval of valves other than model specified shall be shall be Clow Medallion, M&H 929, Mueller Super Centurion obtained prior to bid opening. All gate valves less than 12 inches 200, conforming to AWWA C-502-85. in diameter shall include an 8"x24" cast iron gate valve box and extensions, as required. SECTION 9-30.5(1) IS SUPPLEMENTED BY ADDING THE All 12 inch diameter and larger resilient seated gate valves FOLLOWING: shall have a I inch by-pass assembly and shall be installed in a concrete vault per City of Renton Standard Details, latest revision. 9-30.5(1) End Connections (RC) Hydrants shall be constructed with mechanical joint connection unless otherwise specified in bid proposal description. t- Page-SP-58 Revision Date:May 19, 1997 9-30 Water Distribution Materials 9-30 Water Distribution Materials SECTION 9-30.5(2) IS DELETED AND REPLACED WITH synthetic molded rubber gasket, and shall be attached to hydrant THE FOLLOWING: adapter with 1/8" coated stainless steel aircraft cable. Fire hydrants shall be installed per City of Renton Standard 9-30.5(2) Hydrant Dimensions (RC) Detail for fire hydrants, latest revisions. Fire hydrants shall be Corey type (opening with the pressure) SECTIONS OF 9-30.6(3) HAVE BEEN MODIFIED AS or compression type (opening against pressure) conforming to FOLLOWS: AWWA C-502-85 with a 6 inch mechanical joint inlet and a main valve opening (M.V.O.) of 5 1/4 inches two 2 1/2 inch hose 9-30.6(3) Service Pipe nozzles with National Standard Threads 7 1/2 threads per inch and one 4 inch pumper nozzles with the new Seattle Pattern 6 threads 9-30.6(3)B Polyethylene Pipe (RC) per inch 60 degrees V. Threads outside diameter of male tread Polyethylene pipe shall not be used. 4.875 and root diameter 4.6263. Hydrants shall have a 1-1/4" pentagon operating nut opened by turning counter clockwise(left). 9-30.6(3)C Polybutalene Pipe (RC) The two 2-1/2" hose nozzles shall be fitted with cast iron Polybutalene pipe shall not be used. threaded caps with operating nut of the same design and SECTION 9-30.6(4)HAS BEEN REVISED AS FOLLOWS: proportions as the hydrant stem nut. Caps shall be fitted with Fittings used for copper tubing shall be compression type with suitable neoprene gaskets for positive water tightness under test gripper ring. pressures. The 4" pumper nozzle shall be fitted with a Stortz adapter, 4" SECTION 9-30.6(5) HAS BEEN SUPPLEMENTED AS Seattle Thread x 5" Stortz. Stortz adapter shall be forged and/or FOLLOWS. extruded 6061-T6 aluminum alloy, hardcoat anodized. Threaded end portion shall have no lugs and 2 set screws 180 degrees apart. 9-30.6(5) Meter Setters (RC) Stortz face to be metal no gasket to weather. Stortz cap to have Meter setters shall be installed per the City of Renton Standard Details for water meters, latest revision. Page-SP-59 Revision Date:May 19, 1997 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 WSDOT AMENDMENTS WSDOT AMENDMENTS 4W INDEX TO WSDOT AMENDMENTS dw WSDOT AMENDMENTS The following WSDOT Amendments shall be used in conjunction with the WSDOTIAPWA 1996 Standard Specifications for Road, r.. 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 r.r provisions of the Standard Specifications. In case of conflict, the order of precedence of the various contract documents shall be as specified in Section 1-04.2 as modified by the Renton Transportation Supplemental Specifications. For informational purposes, the date following each Amendment title indicates the implementation date of the Amendment or the last date of revision by WSDOT. SECTION I SECTION 2 02.AP1 SECTION 1-02, BID PROCEDURES AND 03.AP2 SECTION 2-03, ROADWAY EXCAVATION CONDITIONS AND EMBANKMENT (March 3, 1997) (March 3, 1997) "Irregular Proposals" revised. A new Amendment. Sub-section 2-03.3(2) Rock ow 04.AP1 SECTION 1-04, SCOPE OF THE WORK Cuts is revised. Sub-section 2-03.3(14)K Select of Common Borrow is added. (March 3, 1997) "Embankments at Bridge and Trestle Ends" "Increased or Decreased Quantities" revised. formula revised. .. 07.API SECTION 1-07, LEGAL RELATIONS AND 09.AP2 SECTION 2-09, STRUCTURE EXCAVATION RESPONSIBILITIES TO THE PUBLIC (March 3, 1997) (March 3, 1997) A new Amendment. Sub-section 2-09.3(4) A new Amendment. Sub-section 1-07.9(5) Construction Requirements, Structure Excavation, Required Documents is revised. Sub-section Class B, Sub-section 2-09.4 Measurement, and 1-07.13(4) Repair of Damage is added. Sub-section 2-09.5 Payment are revised. Sub- .. "Required Records and Retention" revised. section 2-09.3(1)E Backfilling, Controlled Density 09.AP1 SECTION 1-09, MEASUREMENT AND Fill is added. PAYMENT "Measurement" drywells added. •� (March 3, 1997) "Payment for Material on Hand" revised. SECTION 3 10.AP1 SECTION 1-10, TEMPORARY TRAFFIC 02.AP3 SECTION 3-02, STOCKPILING .. CONTROL AGGREGATES (March 3, 1997) (March A new Amendment. Sub-section 1-10.3(5) Temporary Traffic Control Devices is revised. "Asphalt t Concrete Aggregates" revised. Sub-section 1-10.5 Payment is added. "Conformance to Established Standards", "Traffic SECTION 5 Control Labor" and "Payment" have been revised. � 04.AP5 SECTION 5-04, ASPHALT CONCRETE PAVEMENT (September 30, 1996) d„ A new Amendment. Sub-section 5-04.3(10)B Control is revised. am .. f- Page-SP-60 Revision Date:May 19, 1997 r WSDOT AMENDMENTS WSDOT AMENDMENTS SECTION 6 SECTION 8 02.AP6 SECTION 6-02, CONCRETE STRUCTURES 09.AP8 SECTION 8-09, RAISED PAVEMENT (March 3, 1997) MARKERS A new Amendment. Sub-section 6-02.3(2)C (March 3, 1997) Contracting Agency-Provided Mix Design, Sub- A new Amendment. Sub-section 8-09.1 , section 6-02.3.(6)A Weather and Temperature Description is revised. A new section, Sub- Limits to Protect Concrete, and Sub-section 6- section 8-09.3(5) Recessed Pavement Markers is 02.3(24)C Placing and Fastening are revised. added. Sub-section 8-09.5 Payment is ' Subsection 6-02.3(6)A Temperature and Time for supplemented and revised. Placement is added. Sub-section 6-02.3(11) Section revised St. Item from plural to singular. Curing Concrete is added. l0.AP8 SECTION 8-10, GUIDE POSTS "Face Lumber, studs, Wales, and Metal Forms", (September 30, 1996) and "Field Bending" are revised. A new Amendment. Sub-section 8-10.2 Materials l0.AP6 SECTION 6-10, CONCRETE BARRIER is revised. Sub-section 8-10.3 Construction ' (March 3, 1997) Requirements is revised. A new Amendment. Sub-section 6-10.5 Payment ILAP8 SECTION 8-11, GUARDRAIL is supplemented with an additional item. Sub- (March 3, 1997) section 6-10.3(1) Precast Concrete Barrier is added. Anchor Installation revised. "Precase Conc. Barrier" curing revised. 15.AP8 SECTION 8-15, RIPRAP (March 3, 1997) SECTION 7 "Materials", and "Measurement" are revised. 05.AP7 SECTION 7-05, MANHOLES, INLETS, AND 17.AP8 SECTION 8-17, IMPACT ATTENUATOR SYSTEMS , CATCH BASINS (March 3, 1997) (March 3, 1997) Revised to include drywells. New standard item Construction Requirements revised. 1062 "precast cone. drywell". 20.AP8 SECTION 8-20, ILLUMINATION, TRAFFIC Revised standard item 7345 "Abandon Existing SIGNAL SYSTEMS, AND ELECTRICAL Manhole". (March 3, 1997) 06.AP7 SECTION 7-06, CONCRETE PIPE A new Amendment. Sub-section 8-20.3(4) 'ANCHORS Foundations is revised. Sub-section 8-20.3(13)A (March 3, 1997) Light standards is added. This section is deleted in its entirety. "Equipment List and Drawings" revised. 08.AP7 SECTION 7-08, GENERAL PIPE 21.AP8 SECTION 8-21, PERMANENT SIGNING INSTALLATION REQUIREMENTS (March 3, 1997) A new Amendment. Sub-section 8-21.3(6) Sign (March 3, 1997) Refacing is revised. Sub-section 8-21.2 Materials A new Amendment Sub-section 7-08.3(1)C Pipe is added. Sub-section 8-21.3(9)F Bases is added. Zone Bedding is renamed to Bedding the Pipe. Sub-section 8-21.3 Construction Requirements is Sub-section 7-08.3(2)D Pipe Laying --Steel or added. Aluminum, Sub-section 7-08.4 Measurement, and "Construction Requirements", and "Materials" Sub-section 7-08.5 Payment are revised. are revised. "Materials", "Trenches", "Jointing of Dissimilar , Pipe", and "Payment" are revised. 22.AP8 SECTION 8-22, PAVEMENT MARKING "Standard plan for pipe collars pending. (March 3, 1997) 17.AP7 SECTION 7-17, SANITARY SEWERS A new Amendment. Sub-section 8-22.4 (March 3, 1997) Measurement is revised. A new Amendment. Sub-section 7-17.3(2)C "Materials" revised. Infiltration Test is revised. Sub-section 7-17.2 Materials is added. ' "Infiltration Test" revised. 18.AP7 SECTION 7-18, SIDE SEWERS (October 28, 1996) , r. Page-SP-61 Revision Date:May 19, 1997 ' WSDOT AMENDMENTS WSDOT AMENDMENTS "" SECTION 9 10.AP9 SECTION 9-10, PILING (September 30, 1996) OLAP9 SECTION 9-01, PORTLAND CEMENT A new Amendment. Sub-section 9-10.1 Timber .. (September 30, 1996) Piling is revised. Sub-section 9-10.5 Steel Piling A new Amendment. Sub-section 9-01.3 Tests and is revised. Acceptance is revised to reference "Mill Test Use message revised. Report Number". 11.AP9 SECTION 9-11, WATERPROOFING 02.AP9 SECTION 9-02, BITUMINOUS MATERIALS (March 3, 1997) (March 3, 1997) Asphalt waterproofing revised. "Anti-Stripping Additive" revised. 12.AP9 SECTION 9-12, MASONRY UNITS 03.AP9 SECTION 9-03, AGGREGATES (March 3, 1997) (March 3, 1997) Revised. A new Amendment. Sub-section 9-03.15 Bedding 13.AP9 SECTION 9-13, RIPRAP, QUARRY SPALLS, Material for Rigid Pipe is revised. Sub-section 9- SLOPE PROTECTION, AND ROCK WALLS 03.14(2) Select Borrow is revised. (March 3, 1997) r "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. 05.AP9 SECTION 9-05, DRAINAGE STRUCTURES, 17.AP9 SECTION 9-17, FLEXIBLE GUIDE POSTS CULVERTS, AND CONDUITS (September 30, 1996) .. 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 'W 05.6(8)A Corrugated Steel Plates, and Sub-section MARKERS (RPM) 9-05.12(2) Profile Wall PVC Culvert Pipe and (September 30, 1996) Profile Wall PVC Storm Sewer Pipe are revised. Anew Amendment. Sub-section 9-21.1(1) .r Sub-sections revised and added concerning piping. Physical and Chemical Properties and Sub-section "Coupling Bands" revised. 9-21.2(2) Optical Requirements are revised. Sub- 06.AP9 SECTION 9-06, STRUCTURAL STEEL AND section 9-29.6(5) Foundation Hardware is revised. +� RELATED MATERIALS 29.AP9 SECTION 9-29, ILLUMINATION, SIGNALS, (March 3, 1997) ELECTRICAL A new Amendment. Sub-section 9-06.5(3) High (September 30, 1996) Strength Bolts is revised. A new Amendment. Sub-section 9-29.4 "High Strength Bolts" and "Anchor Bolts" are Messenger Cable, Fittings is revised. revised. Correction to "Bolt, Nut, and Washer 33.AP9 SECTION 9-33, CONSTRUCTION Specifications. GEOTEXTILE 09.AP9 SECTION 9-09, TIMBER AND LUMBER (September 30, 1996) (March 3, 1997) A new Amendment. Sub-section 9-33.2 A new Amendment. Sub-section 9-09.3(1)B Geotextile Properties is revised. Placing in Treating Cylinders is revised.. s Page-SP-62 Revision Date:May 19, 1997 .W 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 WSDOT AMENDMENTS WSDOT.DOC\ r r WSDOT AMENDMENTS The following WSDOT Amendments are the complete text of all Amendments to the WSDOT/APWA 1996 Standard Specifications for Road, Bridge and Municipal Construction, accepted and adopted by the City of Renton on May 19, 1997 and should be with any project specific Special Provisions contained within the contract document. s s s r .r ar ar r Page-AMD-i Revision Date:May 19, 1997 Table of Contents WSDOTAMENDMENTS...................................................................................................................................5 SECTION 1-04,SCOPE OF THE WORK March 3, 1997 ......................................................................................... 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(1) Traffic Control Supervisor.............................................................................................................. 6 1-10.2(1) General...................................................................................................................................... 6 1-10.2(3) Conformance to Established Standards.............................................................................................. 1-10.3(1) Traffic Control Labor.................................................................................................................... 8 1-10.3(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 .................................................15 7-08.2 Materials.......................................................................................................................................15 7-08.3(1)A Trenches..................................................................................................................................15 r 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 7-08.4 Measurement .................................................................................................................................16 7-08.5 Payment........................................................................................................................................16 SECTION 7-17, SANITARY SEWERS March 3, 1997............................................................................................16 7-17.2 Materials.......................................................................................................................................16 7-17.3(2)C Infiltration Test.........................................................................................................................17 rr SECTION 8-09, RAISED PAVEMENT MARKER March 3, 1997 .............................................................................17 8-09.1 Description....................................................................................................................................17 8-09.3 Construction Requirements................................................................................................................17 s8-09.3(5) Recessed Pavement Marker..............................................................................................................17 8-09.5 Payment........................................................................................................................................1 SECTION 8-11, GUARDRAIL March 3, 1997.......................................................................................................17 .. 8-11.3(1)C Erection of Rail.........................................................................................................................17 8-11.3(1)D Anchor Installation....................................................................................................................18 SECTION8-15, RIPRAP March 3, 1997..............................................................................................................18 "• 8-15.2 Materials.................... ...............................................18 .................................................................... 8-15.4 Measurement .................................................................................................................................18 SECTION 8-17, IMPACT ATTENUATOR SYSTEMS March 3, 1997........................................................................18 r 8-17.3 Construction Requirements................................................................................................................l SECTION 8-20, ILLUMINATION,TRAFFIC SIGNAL SYSTEMS. ..........................................................................18 ANDELECTRICAL March 3, 1997....................................................................................................................19 8-20.2(1) Equipment List and Drawings.........................................................................................................19 8-20.3(13)A Light Standards.......................................................................................................................19 r SECTION 8-21, PERMANENT SIGNING March 3, 1997........................................................................................19 8-21.2 Materials.......................................................................................................................................19 8-21.3 Construction Requirements................................................................................................................19 r 8-21.3(4) Sign Removal..............................................................................................................................l 8-21.3(9)F Bases ......................................................................................................................................20 8-21.3(10)A Sign Lighting Luminaires...........................................................................................................20 r 8-21.3(9)G Identification Plates ...................................................................................................................20 8-21.3(12) Steel Sign Posts..........................................................................................................................20 SECTION 8-22, PAVEMENT MARKINGS March 3,1997.......................................................................................21 .w 8-22.2 Materials.......................................................................................................................................21 SECTION 9-02, BITUMINOUS MATERIALS March 3, 1997...................................................................................21 9-02.4 Anti-Stripping Additive....................................................................................................................21 r SECTION 9-03, AGGREGATES March 3, 1997....................................................................................................21 9-03.12 Gravel Backfill..............................................................................................................................21 Im 9-03.12(5) Gravel Backfill for Drywells.........................................................................................................22 9-03.14(2) Select Borrow............................................................................................................................22 SECTION 9-04,JOINT AND CRACK SEALING MATERIALS March 3, 1997............................................................22 "W 9-04.3 Joint Mortar..................................................................................................................................22 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................. Page-AMD-iii Revision Date:May 19, 1997 i 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 Waterproofing................................................................................................................25 SECTION 9-12,MASONRY UNITS March 3, 1997................................................................................................25 9-12.4 Precast Concrete Manholes................................................................................................................25 9-12.5 Precast Concrete Catch Basins...........................................................................................................26 9-12.7 Precast Concrete Drywells............................................:....................................................................26 SECTION 9-13,RIPRAP, QUARRY SPALLS, SLOPE PROTECTION, AND ROCK WALLS March 3, 1997....................26 9-13.4 Concrete Slab Riprap.......................................................................................................................26 SECTION 9-16, FENCE AND GUARDRAIL March 3, 1997 ....................................................................................26 9-16.3(1) Rail Element...............................................................................................................................26 ' 9-16.3(2) Posts and Blocks..........................................................................................................................26 9-16.3(5) Anchors.....................................................................................................................................27 Page-AMD-iv ' Revision Date:May 19, 1997 r 1-04.6 Increased or Decreased Quantities 1-07.13(4) Repair of Damage { TC "SECTION 1-04, SCOPE OF THE WORK" }SECTION 1-049 SCOPE OF THE 2 WORK March 3, 1997 .. 1-04.6 Increased or Decreased Quantities 41 The first sentence of Item no. 1 in the first paragraph is revised to read: 6 Either party to the contract will be entitled to renegotiate the price for that portion of the actual quantity in excess of 125 percent of the ow original bid quantity. 9 Item no.2 in the first paragraph is revised to read: s 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 a solely to the variation of the estimated quantity. The total payment for any item will be limited to no more than 75 percent of the amount originally bid for the item. 7 Item no.4 in the second paragraph is deleted. { TC "SECTION 1-07, LEGAL RELATIONS AND RESPONSIBILITIES TO THE 9 PUBLIC" }SECTION 1-07, LEGAL RELATIONS AND RESPONSIBILITIES TO THE PUBLIC ii March 3, 1997 z 1-07.9(5) Required Documents S The fifth sentence of the third paragraph is revised to read: 5 Employee labor descriptions used on certified payrolls shall coincide exactly with the labor descriptions on the minimum wage schedule in 6 the contract unless the Engineer approves an alternate method to identify labor used by the Contractor to compare with labor listed in the l contract provisions. .0d ? 1-07.11(10)B Required Records and Retention 0 The reference to "PR 1391" in the first sentence of the second paragraph is revised to read"FHWA 1391". 1 L The third paragraph is revised to read: .■g 4 All Contractors/Subcontractors having contracts of$100,000 or more that are Federally funded shall submit WSDOT form 820-010 to the 5 Project Engineer by the fifth of the month during the term of the contract. The Contractor/Subcontractor shall maintain this information for all 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 1 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 W2 1-04.4 ar Page-AMD-S 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 1-10.2(1) Traffic Control Supervisor , 2 This section is revised to read: 3 4 1-10.2(1) General 5 The Contractor shall designate an individual or individuals to perform the duties of Traffic Control Manager 6 (TCM) and Traffic Control Supervisor (TCS). The TCM and TCS shall be certified as a worksite traffic 7 control supervisor by one of the organizations listed in the Special Provisions. A TCM and TCS are required ' 8 on all projects that have traffic control. The TCM can also perform the duties of the TCS. The Contractor 9 shall identify an alternate TCM and TCS that can assume the duties of the assigned or primary TCM and TCS o in the event of that person's inability to perform. Such alternates shall be adequately trained and certified to , 1 the same degree as the primary TCM and TCS. 2 3 The Contractor shall maintain 24-hour telephone numbers at which the TCM and TCS can be contacted and be 4 available upon the Engineers request at other than normal working hours. The TCM and TCS shall have 5 appropriate personnel, equipment, and material available at all times in order to expeditiously correct any 6 deficiency in the traffic control system. 7 8 1-10.2(1)A Traffic Control Manager 9 The duties of the Traffic Control Manager include: 0 1 1. Discussing proposed traffic control measures and coordinating implementation of the Contractor- 2 adopted traffic control plan(s) with the Engineer. 3 4 2. Coordinating all traffic control operations, including those of subcontractors, suppliers, and any ' 5 adjacent construction or maintenance operations. 6 7 3. Coordinating the project's activities (such as ramp closures, road closures, and lane closures) ' 8 with appropriate police, fire control agencies, city or county engineering, medical emergency 9 agencies, school districts, and transit companies. 0 Page-AMD-6 Revision Date:May 19, 1997 r 1-10.2(1) General 1-10.2(1) General 1 4. Overseeing all requirements of the contract which contribute to the convenience, safety, and orderly movement of vehicular and pedestrian traffic. 1 4 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 01 available at all times on the project. 7 6. Attending all project meetings where traffic management is discussed. IT 0 7. Review TCS's diaries daily and be responsible for knowing "field" traffic control operations. nr 2 1-10.2(1)B Traffic Control Supervisor A TCS shall be on the project whenever traffic control labor is required or as authorized by the Engineer. • 5 . The TCS shall personally perform all the duties of the TCS. During nonwork periods, the TCS shall be able to be on the jobsite within a 45-minute time period after notification by the Engineer. s The TCS's duties shall include: 1. Inspecting traffic control devices and nighttime lighting for proper location, installation, 1 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 r only once a week. Traffic control devices left in place for 24 hours or more should also be 4 inspected once during the nonworking hours when they are initially set up (during daylight or darkness, whichever is opposite of the working hours). .r' 7 2. Preparing a daily traffic control diary on DOT Forms 421-040A and 421-040B, which shall be 3 submitted to the Engineer no later than the end of the next working day to become a part of the r) project records. The Contractor may use their own form if it is approved by the Engineer. 0 Include in the diary such items as: 1 > a. When signs and traffic control devices are installed and removed, �3 b. Location and condition of signs and traffic control devices, 4 c. Revisions to the traffic control plan, 5 d. Lighting utilized at night, and "6 e. Observations of traffic conditions. 7 g 3. Ensuring that corrections are made if traffic control devices are not functioning as required. "9 The TCS may make minor revisions to the traffic control plan to accommodate site conditions as 0 long as the original intent of the traffic control plan is maintained and the revision has 1 concurrence of the WSDOT TCS. r2 3 4. Attending traffic control coordinating meetings or coordination activities as authorized by the 4 Engineer. �5 6 The TCS may perform the work described by "Traffic Control Labor" as long as the duties of the TCS 7 are accomplished. Possession of a current flagging card by the TCS is mandatory. �g 9 A reflective vest and hard hat shall be worn by the TCS- 0 i Page-AMD-7 Revision Date:May 19, 1997 1-10.2(3) Conformance to Established Standards 1-10.3(5) Temporary Traffic Control Devices , 1 1-10.2(3) Conformance to Established Standards ' 2 This section is supplemented with the following: 3 4 The.condition of signs and traffic control devices shall be new or "acceptable" as defined in the book Quality ' 5 Standards For Work Zone Traffic Control Devices, and will be accepted based on a visual inspection by the 6 Engineer. The Engineer's decision on the condition of a sign or traffic control device shall be final. When a 7 sign or traffic control device becomes classified as "unacceptable" it shall be removed from the project and 8 replaced within 12 hours. 9 0 The book, Quality Standards For Work Zone Traffic Control Devices, is available by writing to the American ' 1 Traffic Safety Service Association, 5440 Jefferson Davis Hwy., Fredericksburg, VA 22407, telephone: (703) 2 898-5400, FAX (703) 898-5510. 3 ' 4 1-10.3(1) Traffic Control Labor 5 The first sentence of the second paragraph is replaced with the following two sentences: 6 7 Flaggers and spotters shall possess a current flagging card issued by the State of Washington, Oregon, or 8 Idaho. The flagging card shall be immediately available and shown upon request by the Contracting Agency. 9 0 1-10.3(2) Traffic Control Vehicle , 1 This section is revised to read: 2 3 When the bid proposal includes an item "Traffic Control Vehicle," the work required for this item is furnishing 4 a vehicle or vehicles for the traffic control supervisor and for transporting the Class B construction signs and 5 other temporary traffic control devices in the "work area" defined in Section 1-10.5. The eligible work for , 6 transporting signs shall be limited to: 7 8 1. Set up and removal, ' 9 2. Relocation to and from temporary storage, provided that, the use and location of the temporary 0 storage is approved by the Engineer, and 1 3. Relocation on the project, provided that, the new locations are in accordance with the contract plans, ' 2 approved traffic control plan, or the orders of the Engineer. 3 4 The traffic control vehicle shall be equipped with a roof or post-mount flashing amber light visible for 360 , 5 degrees. 6 7 1-10.3(5) Temporary Traffic Control Devices , 8 The first sentence of the first paragraph is revised to read: 9 0 When the bid proposal includes an item for "Temporary Traffic Control Devices", the work required for this 1 item shall be furnishing barricades, flashers, cones, traffic safety drums, and other temporary traffic control 2 devices, unless the contract provides for furnishing a specific temporary traffic control device under another ' 3 item. 4 Page-AMD-8 Revision Date:May 19, 1997 1-10.4 Measurement 1-10.5 Payment 1-10.4 Measurement -t The fourth paragraph is revised to read: 3 Traffic control supervisor will be measured per hour for each hour a person is actually performing the duties "5 described in Section 1-10.2(1)B as authorized by the Engineer. A minimum of 4 hours will be paid when the 6 Engineer authorizes the TCS to be on the jobsite during non-working shifts. r of The following paragraph is inserted after the fourth paragraph: 9 No unit of measure will apply to the position of traffic control manager and it will be considered incidental to �t unit contract prices. . When the traffic control manager performs the duties of the traffic control supervisor, 2 measurement and payment will be as specified for the traffic control supervisor. i aK The sixth paragraph is revised to read: 5 The days eligible for "Traffic Control Vehicle" will be those days that a vehicle or vehicles are actually used we for the previously described work. The Contractor may use more than one vehicle to perform this work, 8 however, all the vehicles used will be considered one unit for the days that more than one vehicle is used. 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 6119 1-10.5 Payment 3 The bid item "Traffic Control Supervisor", per day, is revised to read: �5 "Traffic Control Supervisor", per hour. 6 tThe first paragraph following the bid item "Traffic Control Supervisor" is revised to read: 99 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. 2 Under the bid item "Temporary Traffic Control Devices", the reference to "Section 1-10.3(9)", is revised to read 3 "Section 1-10.3(5)". 'D4 5 The first paragraph following the bid item "Traffic Control Vehicle" is revised to read: 6 M7 The unit contract price per day shall be full pay for all costs involved in furnishing the vehicle or vehicles for 8 the work described in Sections 1-10.2(1)B and 1-10.3(2). The operator(s) of the vehicle(s) will be paid for '9 under the item "Traffic Control Labor" or "Traffic Control Supervisor". 0 1 The last paragraph of this section is deleted. i bo 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 2-039 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 ' 1 and compacted concurrently. The difference in backfill height against each abutment shall not exceed 2 feet 2 unless approved by the Engineer. 3 ,4 The Contractor may request, in writing, approval to place the abutment backfill (either full or partial height) 5 prior to placement of the superstructure. To receive this approval, the Contractor shall submit calculations, for 6 the Engineer's review. The calculations shall prove that the abutment is stable, both for overturning and ' 7 sliding, without the superstructure in place. The stability calculations shall assume a loading of 30 lbs/ft, 8 equivalent fluid pressure and include at least a 2 foot surcharge for the backfill placement equipment. If the 9 abutment backfill is allowed to be placed prior to completion of the superstructure, the Contractor shall bear ' 0 any added cost that results from the change. 1 2 2-03.3(14)K Select or Common Borrow Including Haul , 3 In the first paragraph the reference to Section 9-02.14(3) for common borrow requirements is revised to read 4 "Section 9-03.14(3). , 5 { TC "SECTION 2-09, STRUCTURE EXCAVATION" }SECTION 2-099 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 r 2-09.4 Measurement 6-02.3(4)D Temperature and Time For Placement 2-09.4 Measurement Z Under "Horizontal Limits" the paragraph dealing with "pipelines" and the paragraph dealing with "pipes, pipe 3 arches, structural pipes, and underpasses" are deleted and replaced with the following: For all pipes, pipe arches, structural plate pipes, and underpasses, the structural excavation quantity will be 6 calculated based on the following trench width: For drain and underdrain pipes, trench width = I.D. + 12 inches. 9 For pipes 15 inches and under, trench width = I.D. + 30 inches. For pipes 18 inches and over, trench width = (1.5 x I.D.) + 18 inches. 2 Under "Horizontal Limits" the following new paragraph is added: 04 For drywells, the limits shall be in accordance with the Standard Plans. 5 The paragraph for "Gravel Backfill" is revised to read: ow 8 Gravel Backfill r Gravel backfill, except when used as bedding for culverts and storm sewer pipes, will be measured by the .b cubic yard in place determined by the neat lines required by the Plans. 1 dot 2-09.5 Payment 3 The paragraph between the bid items "Gravel Backfill (kind)" and "Controlled Density Fill" is deleted. or { TC "SECTION 3-029 STOCKPILING AGGREGATES" }SECTION 3-02, STOCKPILING AGGREGATES --6 March 3, 1997 3-02.3(1) Asphalt Concrete Aggregates 3 The first paragraph is revised to read: o Aggregates for Classes A, B and E shall be produced or furnished in the following sizes as they apply to the 1 class of asphalt concrete to be produced: 1 1/4 inch-1/4 inch, 5/8 inch-1/4 inch and 1/4 inch-0. Each size z shall be stockpiled separately regardless of whether it is being produced for future work or for immediate use, 3 except as modified in Section 9-03.8. { TC "SECTION 6-02, CONCRETE STRUCTURES" }SECTION 6-02, CONCRETE 5 STRUCTURES 6 March 3, 1997 7 6-02.3(4)D Temperature and Time For Placement 8 The first paragraph is supplemented with the following: 9 r Page-AMD-11 Revision Date:May 19, 1997 4r 6-02.3(l 1) Curing Concrete 6-02.3(25)F Prestress Release ' 1 Precast concrete that is heat cured per Section 6-02.3(25)D shall remain between 50 and 90 F while it is being 2 placed. ' 3 4 6-02.3(11) Curing Concrete ' 5 Item number 1 of the first paragraph is revised to read: 6 '7 1. Bridge roadway slabs (except those made of concrete Class 4000D and 4000DLS), bridge approach slabs, 8 flat slab bridge superstructures, bridge sidewalks, box culvert tops, roofs of cut and cover tunnels - curing 9 compound covered by white reflective type sheeting, or continuous wet curing for at least 10 days. ' 0 1 6-02.3(17)) Face Lumber, Studs, Wales, and Metal Forms , 2 The 22nd paragraph of Section 6-02.3(17)) is revised to read: 3 ,4 The Contractor shall select a parting compound from the current Qualified Products List, or submit to the 5 Engineer a sample of the parting compound at least ten working days before its use. Approval or non-approval 6 shall be based on laboratory test results or selection off the current Qualified Products List. 7 , 8 6-02.3(24)A Field Bending 9 Item No. 2 under "In field-bending steel reinforcing bars" in the second paragraph, is revised to read: ' 0 1 Apply heat as described in Tables 2 and 3 for bending bar sizes No. 6 through No. 11 and for bending bar 2 sizes No. 5 and smaller when the bars have been previously bent. Previously unbent bars of sizes No. 5 and 3 smaller may be bent without heating; 4 '5 Table 1 is supplemented with the following: 6 7 The minimum bending diameters for stirrups and ties for No. 4 and No. 5 bars when heat is not applied shall ' 8 be specified in Section 9-07. 9 0 6-02.3(25)F Prestress Release ' 1 This Section is supplemented with the following: 2 ,3 The Contractor may request, in writing, permission to release the prestressing reinforcement at a minimum 4 concrete compressive strength less than specified in the Plans. This request shall be accompanied with 5 calculations, prepared by a Professional Engineer licensed in the state of Washington, showing the adequacy of ' 6 the proposed release concrete compressive strength. The calculated release strength shall meet the 7 requirements outlined in the Washington State Department of Transportation Bridge Design Manual for tension 8 and compression at release. The proposed minimum concrete compressive strength at release will be evaluated ' 9 by the Contracting Agency. Fabrication of girders using the revised release strength shall not begin until the 0 Contracting Agency has provided written approval of the revised release compressive strength. if a reduction of 1 the minimum concrete compressive strength at release is allowed, the Contractor shall bear any added cost that ' 2 results from the change. 1 Page-AMD-12 Revision Date:May 19, 1997 6-10.3(1) Precast Concrete Barrier 7-05.2 Materials { TC "SECTION 6-109 CONCRETE BARRIER" }SECTION 6-109 CONCRETE ,. BARRIER 3 March 3, 1997 4 6-10.3(1) Precast Concrete Barrier The first two paragraphs are replaced with the following paragraph: 6 The concrete in precast barrier shall be Class 4000 and comply with the provisions of Section 6-02.3. No concrete barrier shall be shipped until test cylinders made of the same concrete and cured under the same 9 conditions show the concrete has reached 4000 psi. The fifth paragraph is revised to read: 2 Precast concrete barrier shall be cured in accordance with Section 6-02.3(25)D except that the barrier shall be cured in the forms until a rebound number test, or test cylinders which have been cured under the same 5 conditions as the barrier, indicate the concrete has reached a compressive strength of at least 2500 psi. No additional curing is required once the barrier is removed from the forms. 3 6-10.5 Payment an) Section 6-10.5, Payment, is supplemented with the following: 0 "Single Slope Concrete Barrier", per linear foot. a! The unit contract price per linear foot for "Single Slope Concrete Barrier" shall be full pay for either cast in 3 place or precast single slope concrete barrier. ••a { TC "SECTION 7-059 MANHOLES, INLETS, AND CATCH BASINS" }SECTION 5 7-05, MANHOLES, INLETS, AND CATCH BASINS s March 3, 1997 7 The title of this section is revised to read: B rr 9 SECTION 7-05, MANHOLES, INLETS, CATCH BASINS, AND DRYWELLS "0 1 7-05.1 Description 2 In the first paragraph, the work "drywells" is inserted after the word "inlets". 3 4 7-05.2 Materials t5 This section is supplemented with the following: 6 m7 Crushed Surfacing Base Course 9-03.9(3) 8 Gravel Backfill For Drywells 9-03.12(5) Page-AMD-13 Revision Date:May 19, 1997 i -A 7-05.3 Construction Requirements 7-05.5 Payment 1 Precast Concrete Drywells 9-12.7 2 Underground Drainage Geotextile, 3 Moderate Survivability 9-33.1 4 7- .3 Construction 5 05 Requirements q 6 The following paragraph is inserted after the first paragraph: , 7 8 The excavation for drywells shall be in accordance with the Standard Plans. The drywell and gravel backfill 9 for drywell shall be completely encased in moderate survivability underground drainage geotextile in ' 0 accordance with the Standard Plans and in conformance with Section 2-12.3. During construction of the 1 drywell, all necessary precautions shall be taken to prevent debris and eroded material from entering the 2 drywell. 3 4 The third paragraph is deleted. 5 '6 The eighth paragraph is supplemented with the following: 7 8 Mortar shall conform to the requirements of Section 9-04.3. , 9 o The 15th paragraph is revised to read: 1 2 Backfilling of inlets, manholes, catch basins, and drywells shall be done in accordance with the provisions of 3 Section 2-09. 4 5 The 16th paragraph is revised to read: 6 7 Manholes, catch basins, inlets and drywells shall be constructed on a compacted or undisturbed level ' 8 foundation. If the Contractor elects to use a separate cast-in-place base, the concrete shall be Class 4000. 9 Upon final acceptance of the work, all manholes, catch basins, inlets, drywells, and other drainage structures 0 shall conform to the requirements of the Standard Plan except as approved by the Engineer. ' 1 2 7-05.4 Measurement 3 This section is supplemented with the following: ' 4 5 Precast Concrete Drywell will be measured per each. ' 6 7 7-05.5 Payment ' 8 The bid item "Abandon Drainage Structure", per each, is revised to read: 9 0 "Abandon Existing Manhole", per each. t 2 This section is supplemented with the following: 3 ' 4 "Precast Concrete Drywell", per each. Page-AMD-14 ' Revision Date:May 19, 1997 ar 7-08.2 Materials 7-08.3(2)D Pipe Laying - Steel or Aluminum The unit contract price per each for "Precast Concrete Drywell" shall be full pay for furnishing and installing the drywell, including all structure excavation, gravel backfill for drywell, crushed surfacing base course, and drainage geotextile. { TC "SECTION 7-069 CONCRETE PIPE ANCHORS" }SECTION 7-067 s CONCRETE PIPE ANCHORS March 3, 1997 as 7 This section is deleted in its entirety. 09 { TC "SECTION 7-08, GENERAL PIPE INSTALLATION REQUIREMENTS" 9 }SECTION 7-089 GENERAL PIPE INSTALLATION REQUIREMENTS March 3, 1997 7-08.2 Materials 2 This section is revised to read: I ow Materials shall meet the requirements of the following sections: 5 Gravel Backfill for Foundations 9-03.12(1) dd Gravel Backfill for Pipe Zone Bedding 9-03.12(3) 8 Bedding Material for Thermoplastic Pipe 9-03.16 s o 7-08.3(1)A Trenches t The second paragraph is revised to read: n3 The trench width shall be as specified in Section 2-09.4 and shall be excavated to the depth and grade as given t by the Engineer. '05 7-08.3(1)C Pipe Zone Bedding an 7 This section heading is revised as follows: 3 i 9 7-08.3(1)C Bedding the Pipe 0 In the first sentence of the first and second paragraph, the word "material" is inserted after "Pipe zone "l 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 laps of �7 circumferential joints upgrade and with longitudinal laps positioned other than in the invert, and firmly jointed 408 together with approved bands. Page-AMD-I S Revision Date:May 19, 1997 WX 7-08.3(2)G Jointing of Dissimilar Pipe 7-17.3(2)C Infiltration Test , 1 2 7-08.3(2)G Jointing of Dissimilar Pipe 3 This section is revised to read: 4 5 Dissimilar pipe shall be jointed by use of a factory-fabricated adapter coupling as detailed in the Plans, or a 6 pipe collar as detailed in the Standard Plans. 7 8 7-08.4 Measurement 9 The following new paragraph is inserted after the first paragraph: o 1 There will be no specific unit of measure for any material placed in the pipe zone in the installation of culvert 2 and storm sewer pipes. 3 ' 4 7-08.5 Payment 5 The bid item "Gravel Backfill for Foundations" is revised to read "Gravel Backfill for Foundation Class _", per , 6 cubic yard. 7 8 The following new sentence is inserted after the bid item "Gravel Backfill for Pipe Zone Bedding": 9 o All costs associated with furnishing and installing bedding and backfill material within the pipe zone in the 1 installation of culvert and storm sewer pipes shall be included in the unit contract price for the type and size of 2 pipe installed. 3 4 This section is supplemented with the following paragraph: 5 6 All costs in jointing dissimilar pipe with a coupling or concrete collar shall be included in the unit contract 7 price per linear foot for the size and type of pipe being jointed. 8 { TC "SECTION 7-17, SANITARY SEWERS" }SECTION 7-17, SANITARY 9 SEWERS o March 3, 1997 1 7-17.2 Materials ' 2 The reference to "PVC Sanitary Sewer Pipe" in the fourth paragraph is revised to read "Solid Wall PVC Sanitary ' 3 Sewer Pipe". 4 5 The fourth paragraph is supplemented with the following: , 6 7 Profile Wall PVC Sanitary Sewer Pipe 9-05.12(2) 8 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 { TC "SECTION 8-099 RAISED PAVEMENT MARKER" }SECTION 8-099 RAISED .. PAVEMENT MARKER 3 March 3, 1997 s 4 8-09.1 Description ,r The word "raised" is deleted from the first and second sentences. 6 8-09.3 Construction Requirements 9 This Section is revised by adding the following new Section: 0 8-09.3(5) Recessed Pavement Marker .s 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. 4 8-09.5 Payment i The first paragraph is supplemented with the following new bid item: ■% 7 "Recessed Pavement Marker", per hundred. 3 +9 The second paragraph is revised to read: 0 I The unit contract price per hundred for "Raised Pavement Marker Type 1", "Raised Pavement Marker Type dw 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 traffic control except for reimbursement for labor for traffic control in accordance with Section 1-10.5. r 5 { TC "SECTION 8-119 GUARDRAIL" }SECTION 8-11, GUARDRAIL s March 3, 1997 7 8-11.3(1)C Erection of Rail 8 The following paragraph is inserted after the second paragraph: 9 , 0 When nested W-beam or thrie beam is specified, two sections of guardrail, one set inside of the other shall be 1 installed. The inside and outside rail elements shall not be staggered. 2 r 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 8-202(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. a { 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, IMPACT 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, ILLUMNATION, TRAFFIC SIGNAL SYSTEMS, AND 2 ELECTRICAL }SECTION 8-20, ILLUMINATION, TRAFFIC SIGNAL SYSTEMS, 3 AND ELECTRICAL , 4 March 3, 1997 5 8-20.2(1) Equipment List and Drawings ' 6 The fifth paragraph is revised to read: ' 7 Page-AMD-18 , Revision Date:May 19, 1997 Bases � 8-20.3(13)A Light Standards 8-21.3(9)F The Contractor will not be required to submit shop drawings for approval for light standards conforming to the pre-approved plans listed in the Qualified Products List. 41 F 8-20.3(13)A Light Standards 5 The first sentence of Item No. 2 in the third paragraph is deleted. w The first sentence of Item No. 4 in the third paragraph is deleted. s { TC "SECTION 8-21, PERMANENT SIGNING" }SECTION 8-21, PERMANENT '4 SIGNING March 3, 1997 1 8-21.2 Materials dw� The second sentence of the first paragraph is revised to read: 3 t Materials for sign bridges, cantilever sign structures, roadside sign structures, and sign mounting shall meet the requirements of Section 9-06. i 7 8-21.3 Construction Requirements 8 8-21.3(4) Sign Removal This section is revised to read: 0 1 Where shown in the Plans or ordered by the Engineer, the existing signs and, if so indicated, the sign Z 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: 11•9 WSDOT Central Sign Shop, 2809 Rudkin Road, Union Gap, Washington 98903. The contract number o shall be included with the shipment. If the Contractor elects to deliver the signs, it shall be at no expense 1 to the Contracting agency. All signs shall be shipped to the Central Sign Shop prior to physical "2 completion of the project. If the total square feet of all signs removed is less than 9 square feet they shall 3 become the property of the Contractor and removed from the project. The Contractor will be charged 4 $2.00 per square foot for any signs that are lost or rendered unrecyclable by the Contractor's operation. M5 6 8-21.3(9)F Bases �7 The second sentence of the second paragraph is revised to read: 8 r Page-AMD-19 Revision Date:May 19, 1997 r. 8-21.3(10)A Sign Lighting Luminaires 8-22.2 Materials , 1 Spiral foundation reinforcement shall conform to ASTM A 82 for sign post bases and Section 9-07 for all ' 2 other sign structure bases. 3 4 The second paragraph is supplemented with the following: ' 5 6 Concrete for sign post foundations shall be Class 3000 conforming to the requirements of Section 6-02.3. 7 8 8-21.3(10)A Sign Lighting Luminaires 9 The reference to "Section 9-28.16" in the first sentence is revised to read "Section 9-28.15". 0 1 This section is revised by adding the following new sections: 2 3 8-21.3(9)G Identification Plates 4 When sign structures are constructed, the Contractor shall attach sign structure identification plates to the sign 5 structures as directed by the Engineer. The identification plates will be supplied by the Engineer. When sign 6 structures are removed, the Contractor shall remove the sign structure identification plates from the sign 7 structures and give them to the Engineer. 8 9 8-21.3(12) Steel Sign Posts , 0 Steel sign posts shall be connected to concrete bases using the following procedure: 1 2 1. Remove all galvanized runs and beads from washer area. 3 2. Assemble sign post to stub post with bolts, using one flat washer on each bolt between plates. 4 3. Shim as required to plumb sign posts. 5 4. Tighten bolts in a systematic order to required torque while not over tightening. , 6 5. Loosen each bolt and retighten to required torque in the same order as initial tightening. 7 6. After Contracting Agency inspection of bolt torque, burr threads with center punch to prevent 8 loosening. 9 0 When AASHTO M 183 or ASTM 36 steel is used for posts, a welded bead approximately 2 inches long shall i be placed on the post approximately 6 inches from the base connection. When AASHTO M 222, AASHTO M 2 223, ASTM A 572 Grade 50, or ASTM A 53 Grade B steel is used, 2 welded beads approximately 2 inches 3 long and 1/2-inch apart shall be placed on the post approximately 6 inches from the base connection. 4 { TC "SECTION 8-22, PAVEMENT MARKINGS" }SECTION 8-22, PAVEMENT 5 MARKINGS 6 March 3, 1997 i 7 8-22.2 Materials , 8 The first sentence is revised to read: 9 '0 Material for pavement marking shall be paint or plastic as noted in the bid item and selected from approved 1 materials listed in the Qualified Products List. 2 3 8-22.4 Measurement Page-AMD-20 Revision Date:May 19, 1997 9-02.4 Anti-Stripping Additive 9-03.14(2) Select Borrow The second sentence of the eighth paragraph is revised to read: +3 Removal of traffic markings or stripes in excess of 4 inches in width will be measured by the square yard for 4 the area actually removed. 's { TC "SECTION 9-02, BITUMINOUS MATERIALS" }SECTION 9-02, BITUMINOUS MATERIALS •� March 3, 1997 9-02.4 Anti-Stripping Additive 9 This section is revised in its entirety to read: r1 When directed by the Engineer, heat-stable anti-stripping additive shall be added to the asphalt mix. At the 2 option of the Contractor, the anti-stripping additive can be either added to the liquid asphalt or sprayed on the 3 aggregate on the cold*feed. Once the process and type of anti-stripping additive proposed by the Contractor 4 have been approved by the Olympia Service Center Materials Laboratory, the process, brand, grade, and 5 amount of anti-stripping additive shall not be changed without approval of the Engineer. 7 When liquid anti-stripping additive is added to the liquid asphalt, the amount will be designated by the 8 Engineer, but shall not exceed 1 percent by mass (weight) of the liquid asphalt. When polymer additives are sprayed on the aggregate, the amount will be designated by the Engineer, but shall i not exceed 0.67 percent by mass (weight) of the aggregate. 2 "m3 The use of another process or procedure for adding anti-stripping additive to the asphalt mix will be considered 4 based on a proposal from the Contractor. "5 { TC "SECTION 9-03, AGGREGATES" }SECTION 9-03, AGGREGATES 6 March 3, 1997 Am 7 9-03.12 Gravel Backfill r•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 i 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 Pipe 1 { TC "SECTION 9-04, JOINT AND CRACK SEALING MATERIALS" }SECTION 9- ' 2 049 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" i 0 }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 9-05.12(2) Profile Wall PVC Culvert Pipe, Profile Wall PVC 9-06.16 Roadside Sign Structures Storm Sewer Pipe and Profile Wall PVC Sanitary Sewer Pipe 9-05.12(2) Profile Wall PVC Culvert Pipe, Profile Wall PVC Storm Sewer Pipe, and Profile Wall PVC +2 Sanitary Sewer Pipe 04 The first paragraph is revised to read: 5 Profile wall PVC culvert pipe and profile wall PVC storm sewer pipe shall meet the requirements of AASHTO .m M 304 or ASTM F 794 Series 46. Profile wall PVC sanitary sewer pipe shall meet the requirements of ASTM 8 F 794 Series 46. The maximum pipe diameter shall be as specified in the Qualified Products List. .r The first sentence of the third paragraph is revised to read: 1 Qualified producers are identified in the Qualified Products List. 4 The fifth paragraph is revised to read: .U; Fittings for profile wall PVC pipe shall meet the requirements of AASHTO M 304 or ASTM F 794 Series 46. 7 ..a 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. 2 3 The first sentence of the fourth paragraph is revised to read: at 5 Qualified producers are identified in the Qualified Products List. 5 "7 9-05.20 Corrugated Polyethylene Storm Sewer Pipe 8 The first subparagraph in the first paragraph is revised to read: "b The maximum pipe diameter for corrugated polyethylene storm sewer pipe shall be the diameter for which a 1 producer has submitted a qualified joint. Qualified producers are listed in the Qualified Products List. -- { TC "SECTION 9-06, STRUCTURAL STEEL AND RELATED MATERIALS" 3 }SECTION 9-069 STRUCTURAL STEEL AND RELATED MATERIALS ,W4 March 3, 1997 5 This section is revised by adding the following: 6 7 9-06.16 Roadside Sign Structures A-8 All bolts shall conform to ASTM A 325. Washers for bolts shall be hardened steel per AASHTO M 293. 9 0 Posts for single post sign structures shall meet the requirements of ASTM A 36 or ASTM A 53 Grade B. ••l 2 Posts for multiple post sign structures shall meet the requirements of AASHTO M 183. Posts meeting the 3 requirements of AASHTO M 222, AASHTO M 223, or ASTM A 572 Grade 50 may be used as an acceptable �4 alternate to the AASHTO M 183 posts. All steel not otherwise specified shall conform to AASHTO M 183. Page-AMD-23 Revision Date:May 19, 1997 i 9-06.5(3) High Strength Bolts 9-06.5(5) Bolt, Nut, and Washer Specifications ' 1 ,2 Triangular base stiffeners for one-directional multi-post sign posts shall meet the requirements of AASHTO M 3 222, AASHTO M 223, or ASTM A 572 Grade 50. 4 '5 Base connectors for multiple directional steel breakaway posts shall conform to the following: 6 7 brackets Aluminum Alloy 6061 T-6 8 bosses for Type 2B brackets ASTM A 582 ' 9 coupling bolts ASTM A 325 0 anchor bolts ASTM 304 stainless steel for threaded 1 portion. AISI 1038 steel rod and AISI 2 1008 coil for cage portion. 3 4 Anchor couplings for multiple directional steel breakaway posts shall have a tensile breaking strength range as 5 follows: 6 7 Type 2A 17,000 to 21,000 lb. 8 Type 2B 47,000 to 57,000 lb. 9 0 For multi-directional breakaway base connectors, shims shall be fabricated from pregalvanized sheet steel. For 1 one-directional breakaway base connectors, single post or multi-post, shims shall be fabricated from brass 2 conforming to ASTM B 36. 3 4 9-06.5(3) High Strength Bolts 5 The first two sentences of the second paragraph are revised to read: 6 7 Bolts conforming to AASHTO M 164, having an ultimate tensile strength above 145 ksi and are 8 galvanized in accordance with AASHTO M 232, shall be tested for embrittlement. Embrittlement testing 9 shall be conducted after galvanization in accordance with ASTM F 606, Section 7. The Manufacturer's 0 Certificate of Compliance for the lot provided shall show the ultimate tensile strength test results. 1 2 9-06.5(4) Anchor Bolts 3 The first paragraph is revised to read: 4 5 Anchor bolts shall meet the requirements of ASTM A 449 or AASHTO M 164. Galvanized anchor bolts 6 having an ultimate tensile strength above 145 ksi shall be tested for embrittlement in accordance with 7 ASTM A 143 unless the length is less than five times the nominal bolt diameter, then they shall be tested 8 in accordance with ASTM F 606, Section 7. The Manufacturer's Certificate of Compliance for the lot 9 provided shall show the ultimate tensile strength test results. 0 1 9-06.5(5) Bolt, Nut, and Washer Specifications 2 The ASTM Specification for "Washers - High Strength Bolts" is revised to read "F 436". Page-AMD-24 , Revision Date:May 19, 1997 ..r 9-09.3(1)B Placing in Treating Cylinders 9-12.5 Precast Concrete Catch Basins { TC "SECTION 9-09, TIMBER AND LUMBER" }SECTION 9-09, TIMBER AND LUMBER 3 March 3, 1997 .. 4 9-09.3(1)B Placing in Treating Cylinders The requirements for Sign Posts, Mileposts, Sawed Fence Posts, and Mailbox Posts, in the Lumber Grade 6 Requirements Table are deleted. .: The references to Lodgepole Pine in the Lumber Grade Requirements table are deleted. { TC "SECTION 9-11, WATERPROOFING" }SECTION 9-119 WATERPROOFING �.� March 3, 1997 ..1 9-11.1 Asphalt for Waterproofing 2 In the second paragraph, the reference to "ASTM C987" is revised to read "ASTM D41". do 3 { TC "SECTION 9-12, MASONRY UNITS" }SECTION 9-12, MASONRY UNITS 4 March 3, 1997 i 5 9-12.4 Precast Concrete Manholes '% This section is revised to read: 7 8 Precast concrete manholes shall meet the requirements of AASHTO M 199. W9 0 The joints may be the tongue and groove type or the shiplap type, sufficiently deep to prevent lateral ti displacement. 3 As an alternate to steel reinforcement, 48-inch diameter by 3-foot high eccentric or concentric cone sections 4 may be reinforced with synthetic fiber. The synthetic fiber shall meet the requirements of ASTM C 116 Type 005 I11. The synthetic fiber shall be added at a rate of 0.75 pounds per cubic yard of concrete and shall be 6 thoroughly mixed with the concrete before placement in the forms. The synthetic fibers shall be a minimum of 7 0.75 inches and a maximum of 2 inches in length. A minimum of two hoops of W2 wire shall be placed in the ..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 12 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 i 9-12.7 Precast Concrete Drywells 9-16.3(5) Anchors 1 1 9-12.7 Precast Concrete Drywells 2 Precast concrete drywells shall meet the requirements of Section 9-12.4. Seepage port size and shape may 3 vary per manufacturer. Each seepage port shall provide a minimum of 1 square inch and a maximum of 7 , 4 square inches for round openings and 13 square inches for rectangular openings. The ports shall be uniformly 5 spaced with at least one port per 8 inches of drywell height and 15 inches of drywell circumference. 6 { TC "SECTION 9-13, 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 4 Concrete Slab Ri ra 0 9 13. Rip rap 1 This section is deleted. , 2 3 { TC "SECTION 9-16, FENCE AND GUARDRAIL" }SECTION 9-16, FENCE AND 4 GUARDRAIL 5 March 3, 1997 6 9-16.3(1) Rail Element 7 The first paragraph is revised to read: , 8 9 The W-beam or thrie beam rail elements, backup plates, reducer sections and end sections shall conform to "A ' o Guide to Standardized Highway Barrier Hardware" published by AASHTO, AGC, and ARTBA. All rail 1 elements shall be formed from 12 gage steel except for thrie beam used for bridge rail retrofit and Design F 2 end sections, which shall be formed from 10 gage steel. 3 4 9-16.3(2) Posts and Blocks 5 The second sentence of the first paragraph is revised to read: 6 7 Blocks listed on the Qualified Products List that are made from alternate materials may be used in accordance 8 with manufacturers recommendations. 9 o 9-16.3(5) Anchors 1 The following paragraph is inserted after the third paragraph: ' 2 3 Foundation tubes shall be fabricated from steel conforming to the requirements of ASTM A 500, grade B or 4 ASTM A 501. 5 �r 6 The reference to "W 200 x 27" in the fifth and ninth paragraphs is revised to read "W 8 x 17". .r Page-AMD-26 Revision Date:May 19, 1997 t, t SPECIAL PROVISIONS f SPE CPROV DOCK DIVISION 1 GENERAL REQUIREMENTS 1-01 DEFINITIONS AND TERMS .. 1-01.3 Definitions(APWA Only) Add the following definitions: r CITY The City of Renton s Substantial Completion Date (APWA Only) a' 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. 1-02.4 EXAMINATION OF PLANS, SPECIFICATIONS,AND SITE WORK "o 1-02.4(1) General Add the following to the end of Section 1-02.4(1): w Locations of existing utilities shown on the Drawings are approximate and some existing utilities may have been omitted. It is the Contractor's responsibility to verify the locations and elevations of existing pipelines, structures, grades, and utilities prior to construction. The Owner assumes no responsibility for any conclusions or interpretations made by the Contractor on the basis of the information made available. Before submitting a Bid, each Bidder will, at Bidder's own expense, make or obtain any additional examinations, investigations, explorations, tests, and studies and obtain any additional information and r data which pertain to the physical conditions (surface, subsurface, and underground utilities) at or contiguous to the site or otherwise which may affect cost, progress, or performance of the work and which the Bidder deems necessary to determine its Bid for performing the work in accordance with the ow time, price, and other terms and conditions of the Contract Documents. The Bidder shall be responsible for all costs associated with these additional examinations including all restoration work and damages that may result of such investigation. lw Special Provisions Page 1 03/15/2005 rr 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. 1-04.12(A) Renton River Days (Additional Section) Work shall be suspended from July 18'h through July 24"' for the City's Renton River Days Festival. All construction shall be completed by the end of the working day on July 15th, except as approved in writing by the ENGINEER. The contractor may perform site cleanup work through the end of the I working day on July 18th. Construction work may resume on July 25`x`. Any work within South 3rd Street shall be restored with a final patch or final level temporary patch prior to July 18, 2005. Said patch shall be considered incidental to the bid item for Asphalt Class `B' Patch Inc. CSCT. During the time work is suspended, the construction zone shall be left in a safe and secure manner with ' the knowledge that there will be larger than normal traffic and pedestrian crowds in the area throughout the week. All construction materials shall be removed from sidewalks and other pedestrian areas. Streets shall have the full number of lanes open to traffic. Any parking areas that have been approved for , use as staging may continue to be used during the suspension of work. July 18"'through July 22nd will not count as working days under the contract. All costs for suspension of ' work, cleanup, and restarting work shall be included in the contract prices. There shall be no extra payment for suspension of work. 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. 03/15/2005 Page 2 Special Provisions ' .r 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 Sections 1-09.14(D) and 1-09.14(AK). 1-05.5(2) Construction Staking(Supplemental Section) r Sanitary Sewer, Storm, and Water Line Alignment and Grade Stakes (50'max. interval for laser control) (30'max. interval for batter boards) 1-06 CONTROL OF MATERIALS 1-06.7 Shop Drawings and Submittals (Additional Section) s 1-06.7(1) General(Additional Section) Shop drawings and submittal review will be limited to general design requirements only, and shall not relieve the Contractor from responsibility for errors or omissions, or responsibility for consequences due to deviations from the contract documents. No changes may be made in any submittal after it has been .r reviewed except with written notice and approval from the Owner. By approving shop drawings, submittals, and any samples, the Contractor thereby represents that he has determined and verified all field measurements, field construction criteria,materials, catalog numbers, and similar data, and that he has checked and coordinated each shop drawing with the requirements of the work and of the contract documents. aw Shop drawing and submittal data for each item shall contain sufficient information on each item to determine if it is in compliance with the contract requirements. .. Shop drawings and submittal items that have been installed in the work but have not been approved through the review process shall be removed and an approved product shall be furnished, all at the Contractor's expense. r The Contractor shall review each submittal and provide approval in writing or by stamping with a statement indicating that the submittal has been approved and the Contractor has verified dimensional information, confirmed that specified criteria has been met, and acknowledges that the product,method, or information will function as intended. 1-06.7(2) Required Information(New Section) r Submit three copies of each submittal to the Engineer. Shop drawings and submittals shall be submitted on 8%2"x11", 11"x17", or 22"04" sheets and shall contain the following information: 1. Project �r 2. Contractor • Special Provisions Page 3 03/15/2005 r 3. Engineer 4. Owner , 5. Applicable specification and drawings reference ' 6. A stamp showing that the Contractor has checked the equipment for conformance with the contract requirements, coordination with other work on the job, and dimensional suitability ' 7. Catalog Information 8. Manufacturer's specifications ' 9. Other information as required by the Engineer 1-06.7(3) Review Schedule(Additional Section) Shop drawings and submittals will be reviewed as promptly as possible and transmitted to Contractor not ' later than 30 working days after receipt by the Engineer. The Contractor shall revise and resubmit as necessary to obtain approval. Delays caused by the need for resubmittal may not be a basis for an extension of contract time or delay damages at the discretion of the Owner. At least one set of shop ' drawings will be returned to the Contractor after review. Additional sets will be returned to the Contractor, if remaining. 1-06.7(4) Substitutions (Additional Section) , Any product or construction method that does not meet these specifications will be considered a substitution. Substitutions must be approved prior to their installation or use on this project. 1-06.7(4)A After Contract Execution(Additional Section) Within 30 days after the date of the contract execution, Owner will consider formal requests from ' Contractor for substitution of products in place of those specified. Submit three copies of request for substitution. Data shall include the necessary change in construction methods, including a detailed ' description of proposed method and related drawings illustrating methods. An itemized comparison of proposed substitution with product or method specified shall be provided. In making a request for substitution, Contractor represents that he has personally investigated proposed ' product or method and has determined that it is equal or superior to, in all respects, the product specified. Contractor shall coordinate installation of accepted substitutions into the work,making changes that may , be required for work to be completed. Contractor waives all claims for additional costs related to substitutions that consequently become apparent. 1-06.7(5) Submittal Requirements(Additional Section) The Contractor shall provide the following submittal items to the Engineer. The Contractor shall provide additional submittal information to the Engineer if required by the Engineer. , 1-06.7(4) Substitutions 5-04.2 Asphalt Concrete Pavement Materials ' 03/15/2005 Page 4 Special Provisions ' 7-04.2 Storm Sewer Pipe Materials 7-05.2 Manhole and Catch Basin Materials 7-06 Concrete Anchor Blocks 7-08.3(1)B Shoring 7-08.3(1)E Trench Dewatering Plan 7-17.2 Sanitary Sewer Pipe Materials 8-30 Pipe Bonding,Test Stations and Galvonic Anode Cathodic Protection System, Insulating Couplings. .. 9-03.9(1) Pipe Foundation 9-03.16 Pipe Bedding 9-03.19 Import Backfill For Sewer, Storm and Water Trenches 9-30 Ductile Iron Pipe and Fittings, Gate Valves, and Fire Hydrants 1-07 LEGAL RELATIONS AND RESPONSIBILITIES TO THE PUBLIC 1-07.9(5) Required Documents (Supplemental Section) The Contractor shall submit to the Engineer and executed `Certification of Prevailing Wages' form as "' provided in this bid document. (In addition to the other forms as required by the Standard Specifications.) 1-07.16 Protection and Restoration of Property(Supplemental Section) r 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. r 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. 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. 1-07.16(A) Seattle Public Utilities (Supplemental Section) r The contractor shall coordinate with Seattle Public Utilities (SPU). Contact the Lake Youngs office, at (425) 255-2242, forty-eight (48) hours prior to beginning construction within twenty feet of the Seattle •• water main(Cedar River Pipeline#3) for SPU provided inspection. r 03/15/2005 Special Provisions Page 5 ow The contractor shall contact Les Nelson (206-684-5919) or Gerry Go (206-615-0633) to give them advance warning and the opportunity to check the pipe condition of the Seattle water main when exposed , during construction. 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, storm, or water line location or grade is known to be required in order to avoid conflicts. , The Contractor shall maintain the operational service of water distribution mains, and storm drainage mains at all times. Upon approval by the Engineer, individual water service pipes may be off line for 4 , hours and catch basins for 8 hours. Sanitary sewer service systems shall be maintained operational in as continuous a manner as possible. No sewer service will be allowed to be shut down for more than 8 hours per day. Where services are to be shut down, affected parties and the Engineer shall be notified in , writing at least 72 hours in advance of the time and period of shut-down. The Contractor shall make every effort to keep shut down schedules to periods of anticipated minimum usage and for the least period of time. Where services are planned to be temporarily shut down, affected parties shall be notified in writing at least 48 hours and not more than 72 hours in advance of the time and period of shut- down. The Contractor shall make every effort to keep shut down scheduled to periods of anticipated minimum usage and for the least period of time. 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. , The CONTRACTOR is alerted to the existence of Section 9-10-11G(3) of the Renton Municipal Code. Within the Downtown Core Area it is required that utility locate marks on curbs and , sidewalks be removed at the completion of the job. The CONTRACTOR shall remove all utility locate marks on the curbs and sidewalks in the work zone within 14 days of completion of construction. For purposes of this contract, the work zone shall be defined as Wells Avenue S and ' Williams Avenue S between S 3'd Street and fifty feet north of S 2"d Street. The work zone shall also include all locate marks around the corners of the intersections and any locate marks placed as an obvious extension of the work in this contract. The CONTRACTOR shall be responsible to , coordinate with the locator(s)to manage the scope of paint application. The CONTRACTOR shall determine the method and materials used for the removal. Method and , materials selected shall not damage the curbs and sidewalks. Curbs and sidewalks damaged by the CONTRACTOR during cleaning operations shall be replaced at the CONTRACTOR's expense. Payment for "Removal of Paint and Other Markings on Curb and Sidewalk" shall be per the lump sum bid item. 1-07.17(A) Pothole Underground Telecommunications Banks (Additional Section) Prior to beginning construction of the storm line in Williams Avenue South, the CONTRACTOR shall ' pothole the existing underground telecommunication banks at the points that the proposed 12" storm main crosses(approximately Station 12+00 to Station 12+20) and where two proposed 8" storm laterals , cross (approximately Stations 14+18.5 and 16+21). The CONTRACTOR shall provide surveyed elevations in writing to the OWNER. The OWNER will determine if there is a conflict with the design and revise as necessary. The CONTRACTOR shall perform for this potholing a minimum of five working days prior to crossing to allow for potential revisions. 03/15/2005 Page 6 Special Provisions ' The CONTRACTOR shall not have cause for claim of down-time or any other additional costs associated with `waiting' if the OWNER provides design revisions (related to the information supplied pet this section)within five working days after the contractor provides the surveyed elevations. 1-07.17(B) Pothole Existing Storm Main at Station 16+21 (Additional Section) r The CONTRACTOR shall pothole at Station 16+21 to expose the existing storm main. The CONTRACTOR shall provide surveyed elevations in writing to the OWNER. The OWNER will ,.� determine if there is a conflict with the design for CB-20 and revise as necessary. The CONTRACTOR shall perform for this potholing a minimum of five working days prior to crossing to allow for potential revisions. .r 1-07.17(C) Pothole and Relocate Unknown Utility Through Storm Main(Additional Section) The CONTRACTOR shall pothole at Station 13+27 to expose an unknown utility through the existing .. storm main. The CONTRACTOR shall relocate or coordinate the relocation of the utility. 1-07.17(D) Other Potholing Considered Responsibility of CONTRACTOR(Additional Section) Locations and dimensions shown in the plans for existing buried facilities are in accordance with available information obtained without uncovering,measuring, or other verification. Except as specified •• in Sections 1-07.17(A)and 1-07.17(B),the CONTRACTOR shall be responsible for determining the exact location of the existing utilities. 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 w adjustments to be made as necessary to avoid conflicts. This work shall be considered incidental to other bid items. Incidental potholing shall include that which is specifically defined, such as for the water line crossings of South 2nd Street as well as the undefined potential potholing for the construction of facilities to be installed under this contract. There shall be no statement in Sections 1-07.17(A), 1-07.17(B), and 1-07.17(C)that shall release the r CONTRACTOR from their responsibility to pothole or imply that potholing, except for these sections is not incidental. 1-09 MEASUREMENT AND PAYMENT i 1-09.14 Payment Schedule(Additional Section) GENERAL 1-09.14(A) Scope i 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, ,W supplies, and manufactured articles, and for all labor, operations, and incidentals appurtenant to the items of work being described, as necessary to complete the various items of the WORK all in accordance with the requirements of the Contract Documents, including all appurtenances thereto, and including all costs of compliance with the regulations of public 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. Special Provisions Page 7 03/15/2005 fAw B. The Owner shall not pay for material quantities which exceed the actual measured amount used and approved by the ENGINEER. ' C. It is the intention of these specifications that the performance of all work under the bid for each item shall result in the complete construction, in an accepted operating condition, of each item. Work and material not specifically listed in the proposal but required in the plans, ' specifications, and general construction practice, shall be included in the bid price. No separate payment will be made for these incidental items. 1-09.14(B) Mobilization &Demobilization- Schedule A(Bid Item A01) ' Measurement for mobilization & demobilization— Schedule A, shall be lump sum. The lump sum price , shown shall cover the complete cost of furnishing and installing, complete and in-place all work and materials necessary to move and organize equipment and personnel onto the job site, provide and maintain all necessary support facilities and utilities, obtain all necessary permits and licenses, prepare the site for construction operations, and maintain the site and surrounding areas during construction, provide protection of existing utilities, provide component and system testing, final clean-up of the site, and move all personnel and equipment off the site after contract 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 OF BOTH SCHEDULES 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. This bid item may not be more than ten percent(10%)of the total amount of Schedule A. 1-09.14(C) Trench Excavation Safety Systems—Schedule A (Bid Item A02) Measurement for trench excavation safety systems—Schedule A will be based on a percentage defined as ' the amount of water and sanitary sewer pipelines installed divided by the total length of sanitary sewer and water pipe shown to be installed. Payment for trench excavation safety systems — Schedule A will be made at the measured percentage ' amount for the pay period times the lump sum amount bid, said payment will be complete compensation for all equipment, labor, materials, hauling, planning, design, engineering, submittals, furnishing and constructing and removal and disposal of such temporary sheeting, shoring, and bracing complete as required under the provisions of any permits and in the requirements of OSHA and RCW Chapter 49.17, etc.required to complete this item of work in conformance with the Contract Documents. 1-09.14(D) Construction Surveying, Staking, and As-Builts—Schedule A(Bid Item A03) ' Measurement for construction surveying, staking and as-built information—Schedule A will be based on the percentage of total work OF BOTH SCHEDULES 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 , 03/15/2005 Page 8 Special Provisions i 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 i 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. .. 1-09.14(E) Traffic Control—Schedule A(Bid Item A04) Measurement for traffic control work — Schedule A will be based on the percentage of total work OF i BOTH SCHEDULES 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 i times the lump sum amount bid, said payment will be complete compensation for all labor, materials, equipment, preparing and conforming 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 and the Manual on Uniform Traffic Control Devices(MUTCD). 1-09.14(F) Temporary Erosion/Sedimentation Controls (Bid Item A05) Measurement for temporary erosion/sediment control(s)will be based on the percentage of total work OF BOTH SCHEDULES complete,by dollar value, at the time of measurement. i Payment for temporary erosion/sedimentation control(s) will be at the lump sum amount bid, which payment shall be complete compensation for all labor, materials, equipment, straw-bale dikes, silt i fencing, plastic sheeting, etc. required to complete this item of work in conformance with Contract Documents. 1-09.14(G) Re-Establish Existing Monuments(Bid Item A06) 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. i 1-09.14(IT) Furnish and Install 8" C900 PVC Sewer Pipe (Bid Item A07) i 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. 40 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, pavement removal (asphalt, concrete and brick), i excavation, dewatering, potholing for utility location, bypass pumping, removal and disposal of waste material including existing pipes and structures in the excavation, pipe of the size and type required, gaskets, installation, laying and jointing pipe and fittings, bedding, and pipe zone fill material, i 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), • Special Provisions Page 9 03/15/2005 err 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 A32). ' 1-09.14(I) Furnish and Install 6" C900 PVC Side Sewer Pipe(Bid Item A08) Measurement for furnishing and installing 6" 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 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, pavement removal (asphalt, concrete and brick), excavation, , dewatering, potholing for utility location, bypass pumping, removal and disposal of waste material including existing pipes and structures in the excavation, 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 A32). , 1-09.14(.1) Furnish and Install Type B 54" Shallow Sanitary Sewer Manhole(Bid Item A09) Measurement for furnishing and installing 54" shallow sanitary sewer manholes will be per each for each ' type manhole installed in conformance with the Contract Documents. Payment for furnishing and installing 54" shallow 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, pavement removal (asphalt, concrete and brick), dewatering, potholing for utility ' location, excavation, removal and disposal of waste material including existing pipes and structures in the excavation, 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), connection of new sewers, 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 A33). 1-09.14(K) Furnish and Install 54" Diam. Sanitary Sewer Manhole(Bid Item A10) 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, pavement removal (asphalt, concrete and brick), dewatering, potholing for utility ' location, excavation, removal and disposal of waste material including existing pipes and structures in the excavation, foundation material, concrete base, precast concrete manhole sections, gaskets, coating system (sealer), manhole frame and lid, one stick (min 18') of concrete encased (12" all sides) 8" DIP ' pipe from manhole to bridge Seattle Water Main, ethafoam pad, installation, adjustment of frames to grade, ladder and rungs, appurtenances, connections, channeling, 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. Reconnection of existing sewer(s) and select imported backfill materials are included in other bid items (see Bid Items All & A32). ' 03/15/2005 Page 10 Special Provisions 1-09.14(L) Connect Exist San Sewer to New San Sewer Struct(Bid Item All) •• Measurement for connecting the existing sewer main to a new sewer facility will be per each for connection made in conformance with the Contract Documents. .. Payment connecting the existing sewer main to a new 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 facilities, potholing for utility location, 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, removal and disposal of waste material including existing pipes and structures in the excavation, 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 A32). 1-09.14(M) Locate and Abandon Sanitary Sewer Manhole(Bid Item Al2) Measurement for locate and abandon sanitary sewer manhole will be per each for each manhole located and abandoned in conformance with the Contract Document. Payment for locate and abandon sanitary sewer manhole in accordance with specifications will be made +� at the amount bid per each, which payment will be considered complete compensation for all labor, materials, equipment, locating of manhole, saw cutting, dewatering, excavation, haul and disposal of waste material, drilling, and placement and removal of temporary pavement patching in conformance .. with the contract documents. Select imported backfill materials are included in other bid items (see Bid Item A32). 1-09.14(N) Television Inspection of Sanitary Sewers (Bid Item A13) Measurement for television inspection of the new sanitary sewers will be based on the lineal feet of pipe Aw inspected. Payment for television inspection of the new sanitary 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 sanitary sewers constructed by excavate and replace methods as part of the project and record videotapes. .. 1-09.14(0) Furnish and Install 12"Ductile Iron Water Main & Fittings (Bid Item A14) .. Measurement for furnishing and installing 12" ductile iron water main& 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 12" ductile iron water main & fittings 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, pavement removal (asphalt, concrete and brick), ,r excavation, dewatering, potholing for utility location, removal and disposal of waste material including existing pipes and structures in the excavation, pipe of the size and type required, polyethylene encasement, special fittings, insulated couplings, gaskets, installation, laying and jointing pipe and r fittings, pigging crosses, bends, shackle rods, bedding, and pipe zone fill material, appurtenances, placement of subsequent backfill (native) materials, compaction, water, grading, cleaning, temporary pavement patching,testing, flushing,pigging, disinfecting, cleanup, etc. required to complete the work in Special Provisions Page 11 03/15/2005 r accordance with the Contract Documents. Select imported backfill materials are included in other bid items (See Bid Item A32). ' 1-09.14(P) Furnish and install 12" Gate Valve Assembly(Bid Item A15) Measurement for furnishing and installing 12" gate valve assembly will be per each for each type valve , installed in conformance with the Contract Documents. Payment for furnishing and installing 12" gate valve assembly will be made at the unit price bid per each, ' which payment will be complete compensation for all labor, equipment, materials hauling, pavement cutting, pavement removal (asphalt, concrete and brick), dewatering, potholing for utility location, , excavation, removal and disposal of waste material including existing pipes and structures in the excavation, foundation material, gate valve, gaskets, valve box and cover, installation, operating nut extension, appurtenances, bedding, placement of subsequent backfill (native) materials, compaction, , water, cleaning, temporary pavement patching, adjustment to finish grade, and cleanup, etc. required to complete all valves in conformance with the Contract Documents. Select imported backfill materials are included in other bid items (see Bid Item A32). 1-09.14(Q) Furnish and install 8"Gate Valve Assembly(Bid Item A16) , Measurement for furnishing and installing 8" gate valve assembly will be per each for each type valve ' installed in conformance with the Contract Documents. Payment for furnishing and installing 8" gate valve assembly will be made at the unit price bid per each, , which payment will be complete compensation for all labor, equipment, materials hauling, pavement cutting, pavement removal (asphalt, concrete and brick), dewatering, potholing for utility location, excavation, removal and disposal of waste material including existing pipes and structures in the , excavation, foundation material, gate valve, gaskets, valve box and cover, installation, operating nut extension, appurtenances, bedding, placement of subsequent backfill (native) materials, compaction, water, cleaning, temporary pavement patching, adjustment to finish grade, and cleanup, etc. required to ' complete all valves in conformance with the Contract Documents. Select imported backfill materials are included in other bid items(see Bid Item A32). 1-09.14(8) Furnish and install 6"Gate Valve Assembly(Bid Item A17) , Measurement for furnishing and installing 6" gate valve assembly will be per each for each type valve installed in conformance with the Contract Documents. ' Payment for furnishing and installing 6" gate valve assembly will be made at the unit price bid per each, which payment will be complete compensation for all labor, equipment, materials hauling, pavement ' cutting, pavement removal (asphalt, concrete and brick), dewatering, potholing for utility location, excavation, removal and disposal of waste material including existing pipes and structures in the excavation, foundation material, gate valve, gaskets, valve box and cover, installation, operating nut , extension, appurtenances, bedding, placement of subsequent backfill (native) materials, compaction, water, cleaning, temporary pavement patching, adjustment to finish grade, and cleanup, etc. required to complete all valves in conformance with the Contract Documents. Select imported backfill materials are , included in other bid items (see Bid Item A32). 1-09.14(S) Furnish and install 4"Gate Valve Assembly(Bid Item A18) , Measurement for furnishing and installing 4" gate valve assembly will be per each for each type valve installed in conformance with the Contract Documents. 03/15/2005 Page 12 Special Provisions ' Payment for furnishing and installing 4" gate valve assembly will be made at the unit price bid per each, which payment will be complete compensation for all labor, equipment, materials hauling, pavement cutting, pavement removal (asphalt, concrete and brick), dewatering, potholing for utility location, excavation, removal and disposal of waste material including existing pipes and structures in the excavation, foundation material, gate valve, gaskets, valve box and cover, installation, operating nut extension, appurtenances, bedding, placement of subsequent backfill (native) materials, compaction, water, cleaning, temporary pavement patching, adjustment to finish grade, and cleanup, etc. required to complete all valves in conformance with the Contract Documents. Select imported backfill materials are included in other bid items (see Bid Item A32). 1-09.14(T) Furnish and install Fire Hydrant Assembly(Bid Item A19) Measurement for furnishing and installing fire hydrant assembly will be per each for each fire hydrant assembly installed in conformance with the Contract Documents. Payment for furnishing and installing fire hydrant assembly will be made at the unit price bid per each, which payment will be complete compensation for all labor, equipment, materials hauling, pavement cutting, pavement removal (asphalt, concrete and brick), dewatering, potholing for utility location, " excavation, removal and disposal of waste material including existing pipes and structures in the excavation, foundation material, mainline tee and gate valve, gaskets, valve box and cover, installation, operating nut extension, Stortz adapter, shackle rods, concrete blocking, appurtenances, handling, beddin g, p lacement of subsequent backfill (native) materials, compaction, water, cleanin g, temporary Y pavement patching, adjustment to finish grade, and cleanup, etc. required to complete all fire hydrant assemblies in conformance with the Contract Documents. Select imported backfill materials, sidewalk replacement and curb and gutter replacement are included in other bid items (see Bid Items A32, A36 and A37). .. 1-09.14(U) Connection to 12" Water Main-Wells Ave. S(Approx Sta 20+22)(Bid Item A20) Measurement for connection to 12"water main -Wells Ave S (Approx Sta 20+22) will be per lump sum „r for completion in conformance with the Contract Documents. Payment for connection to 12" water main at Wells Ave S (Approx Sta 20+22) will be made per lump sum, which payment will be complete compensation for all labor, equipment, materials hauling, pavement cutting, pavement removal (asphalt, concrete and brick), dewatering, potholing for utility location, excavation, removal and disposal of waste material including existing pipes and structures in the excavation, foundation material, wet tapping the existing water main by City approved wet-tapping ..� contractor, pipe and fittings of the size and type called out in detail, shackle rods, concrete blocking, couplings, cleaning, chlorinating, testing, final connection, appurtenances, handling, bedding, placement of subsequent backfill (native)materials, compaction,water, temporary pavement patching, adjustment to finish grade, and cleanup, etc. required to complete the connection in conformance with the Contract Documents. 12" Valve and Select imported backfill materials are included in other bid items (see Bid Items A15 and A32). 1-09.14(V) Connection to 4" Water Main-Wells Ave S (Approx Sta 23+18) (Bid Item A21) .. Measurement for connection to 4" water main -Wells Ave S (Approx Sta 23+18) will be per lump sum for completion in conformance with the Contract Documents. Payment for connection to 4" water main at Wells Ave S (Approx Sta 23+18) will be made per lump sum, which payment will be complete compensation for all labor, equipment, materials hauling, pavement cutting, pavement removal (asphalt, concrete and brick), dewatering, potholing for utility Special Provisions Page 13 03/15/2005 location, excavation, removal and disposal of waste material including existing pipes and structures in the excavation, foundation material, wet tapping the existing water main by City approved wet-tapping ' contractor, pipe and fittings of the size and type called out in detail, shackle rods, concrete blocking, couplings, cleaning, chlorinating, testing, final connection, appurtenances, handling, bedding, placement of subsequent backfill (native)materials, compaction, water,temporary pavement patching, adjustment to ' finish grade, and cleanup, etc. required to complete the connection in conformance with the Contract Documents. Valves and Select imported backfill materials are included in other bid items (see Bid Items A15, A18, and A32). ' 1-09.14(W) Connection to S" Water Main-Wells Ave. S (Approx Sta 25+54) (Bid Item A22) Measurement for connection to 8" water main - Wells Ave S (Approx Sta 25+54) will be per lump sum for completion in conformance with the Contract Documents. Payment for connection to 8" water main at Wells Ave S (Approx Sta 25+54) will be made per lump sum, which payment will be complete compensation for all labor, equipment, materials hauling, pavement cutting, pavement removal (asphalt, concrete and brick), dewatering, potholing for utility ' location, excavation, removal and disposal of waste material including existing pipes and structures in the excavation, foundation material, wet tapping the existing water main by City approved wet-tapping contractor, pipe and fittings of the size and type called out in detail, shackle rods, concrete blocking, couplings, cleaning, chlorinating, testing, final connection, appurtenances, handling, bedding, placement ' of subsequent backfill (native)materials, compaction, water,temporary pavement patching, adjustment to finish grade, and cleanup, etc. required to complete the connection in conformance with the Contract Documents. Valves and Select imported backfill materials are included in other bid items (see Bid Items ' A 15 and A32). 1-09.14(X) Connection to 6" Water Main-Wells Ave. S (Approx Sta 26+15).(Bid Item A23) ' Measurement for connection to 6" water main -Wells Ave S (Approx Sta 26+15) will be per lump sum for completion in conformance with the Contract Documents. ' Payment for connection to 6" water main at Wells Ave S (Approx Sta 26+15) will be made per lump sum, which payment will be complete compensation for all labor, equipment, materials hauling, , pavement cutting, pavement removal (asphalt, concrete and brick), dewatering, potholing for utility location, excavation, removal and disposal of waste material including existing pipes and structures in the excavation, foundation material, wet tapping the existing water main by City approved wet-tapping ' contractor, pipe and fittings of the size and type called out in detail, shackle rods, concrete blocking, couplings, cleaning, chlorinating, testing, final connection, appurtenances, handling, bedding, placement of subsequent backfill (native)materials, compaction,water,temporary pavement patching, adjustment to ' finish grade, and cleanup, etc. required to complete the connection in conformance with the Contract Documents. Valves and Select imported backfill materials are included in other bid items (see Bid Items A17 and A32). 1-09.14(1') Connection to Water Mains - Williams Ave. S (Appox Sta 15+61 & 16+01) (Bid , Item A24) Measurement for connection to water mains at Williams Ave S (Approx Sta 15+61 & 16+01) will be per lump sum for completion in conformance with the Contract Documents. Payment for connection to water mains at Williams Ave S (Approx Sta 15+61 & 16+01) will be made , per lump sum,which payment will be complete compensation for all labor, equipment, materials hauling, pavement cutting, pavement removal (asphalt, concrete and brick), dewatering, potholing for utility ' 03/15/2005 Page 14 Special Provisions location, excavation, removal and disposal of waste material including existing pipes and structures in the excavation, foundation material, connection to the existing 12" water main, wet tapping the existing • 6" water main by City approved wet-tapping contractor, pipe and fittings of the size and type called out in detail, shackle rods, concrete blocking, couplings, cleaning, chlorinating, final connection, appurtenances, handling, bedding, placement of subsequent backfill (native) materials, compaction, +• water, cleaning, testing, temporary pavement patching, adjustment to finish grade, and cleanup, etc. required to complete the connection in conformance with the Contract Documents. Valves and Select imported backfill materials are included in other bid items (see Bid Items A17 and A32). .. 1-09.14(Z) Furnish and install 3/4"Water Service Connection(Bid Item A25) • Measurement for furnishing and installing 3/4" water connection will be per each for each 3/4" water connection installed in conformance with the Contract Documents. • Payment for furnishing and installing 3/4" water connection will be made at the unit price bid per each, which payment will be complete compensation for all labor, equipment, materials hauling, pavement cutting, pavement removal (asphalt, concrete and brick), dewatering, potholing for utility location, excavation and/or `hole-hogging', removal and disposal of waste material including existing pipes and structures in the excavation, removal of existing meter box, foundation material,tapping the main, laying and jointing the new copper pipe, fittings and appurtenances, new meter setter and meter box, handling, bedding, placement of subsequent backfill (native) materials, compaction, water, cleaning, testing, flushing and disinfection of the service connection, all work and materials required to reconnect the new service line to the existing private water service line behind the meter, temporary pavement patching, adjustment to finish grade, and cleanup, etc. required to complete all water service connection in • conformance with the Contract Documents. Select imported backfill materials, sidewalk replacement and curb and gutter replacement are included in other bid items (see Bid Items A32,A36 and A37). +. 1-09.14(AA) Furnish and install 1"Water Service Connection (Bid Item A26) Measurement for furnishing and installing 1" water connection will be per each for each 1" water connection installed in conformance with the Contract Documents. Payment for furnishing and installing 1" water connection will be made at the unit price bid per each, • which payment will be complete compensation for all labor, equipment, materials hauling, pavement cutting, pavement removal (asphalt, concrete and brick), dewatering, potholing for utility location, excavation and/or `hole-hogging', removal and disposal of waste material including existing pipes and structures in the excavation,removal of existing meter box, foundation material,tapping the main, laying • and jointing the new copper pipe, fittings and appurtenances, new meter setter and meter box, handling, bedding, placement of subsequent backfill (native) materials, compaction, water, cleaning, testing, flushing and disinfection of the service connection, all work and materials required to reconnect the new service line to the existing private water service line behind the meter, temporary pavement patching, adjustment to finish grade, and cleanup, etc. required to complete all water service connection in conformance with the Contract Documents. Select imported backfill materials, sidewalk replacement "' and curb and gutter replacement are included in other bid items (see Bid Items A32,A36 and A37). 1-09.14(AB) Furnish and install 1-1/2"Water Service Connection (Bid Item A27) • Measurement for furnishing and installing 1-1/2"water connection will be per each for each 1-1/2"water connection installed in conformance with the Contract Documents. • Payment for furnishing and installing 1-1/2"water connection will be made at the unit price bid per each, which payment will be complete compensation for all labor, equipment, materials hauling, pavement • Special Provisions Page 15 03/15/2005 cutting, pavement removal (asphalt, concrete and brick), dewatering, potholing for utility location, excavation and/or `hole-hogging', removal and disposal of waste material including existing pipes and ' structures in the excavation, removal of existing meter box, foundation material, tapping the main, laying and jointing the new copper pipe, fittings and appurtenances, new meter setter and meter box, handling, bedding, placement of subsequent backfill (native) materials, compaction, water, cleaning, testing, ' flushing and disinfection of the service connection, all work and materials required to reconnect the new service line to the existing private water service line behind the meter, temporary pavement patching, adjustment to finish grade, and cleanup, etc. required to complete all water service connection in ' conformance with the Contract Documents. Select imported backfill materials, sidewalk replacement and curb and gutter replacement are included in other bid items (see Bid Items A32,A36 and A37). 1-09.14(AC) Concrete Thrust Blocking and Dead-Man Anchor Blocks (Bid Item A28) ' Measurement for concrete thrust blocking and dead man anchor blocks will be per cubic yard for the installation in conformance with the Contract Documents. Quantity of concrete shall be verified by providing a copy of certified truck tickets which accompany each truck load. Payment for concrete thrust blocking and dead man anchor blocks will be made at the unit price bid per , each, which payment will be complete compensation for all labor, equipment, materials hauling, pavement cutting, pavement removal (asphalt, concrete and brick), dewatering, potholing for utility location, removal and disposal of waste material including existing pipes and structures in the , excavation, concrete vertical and horizontal blocks, dead-man anchor blocks, reinforcing steel, shackle rods, clamp assembly, anchor bolts, and necessary form work foundation material, handling, bedding, placement of subsequent backfill (native) materials, compaction, water, all work and materials required ' to install the concrete thrust block or dead-man anchor block,temporary pavement patching, and cleanup, etc. required to complete work in conformance with the Contract Documents. Select imported backfill materials are included in other bid items (see Bid Item A32). ' 1-09.14(AD) Joint Bonding Thermite Weld(Bid Item A29) Measurement for joint bonding thermite weld shall be per lump sum for complete installation of the joint bonding for the ductile iron pipe and fittings as shown in the Contract Documents. Payment for joint bonding thermite weld shall be made per lump sum, which payment will be complete ' compensation for providing all labor, materials, equipment, preparation, finishing, testing, cleanup, etc for furnishing and installing electrical joint bonds for all ductile iron pipe and fittings required to compete this item in conformance with the Contract Documents. 1-09.14(AE) Cathodic Protection Test Stations (All Types) (Bid Item A30) Measurement for cathodic protection test stations (all types) shall be per each for each cathodic protection test station installed in conformance with the Contract Documents. Payment for cathodic protection test stations shall be made per each, which payment will be complete compensation for providing all labor, materials (including galvanic anode), equipment, coordination with engineers from Seattle Public Utilities, preparation, finishing, cleanup, etc for complete installation of , any type of cathodic protection test station required to compete this item in conformance with the Contract Documents. 03/15/2005 Page 16 Special Provisions , 1-09.14(AF) Removal and Replacement of Unsuitable Foundation Material(Bid Item A31) ••� 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 .r. of tickets shall be given to the ENGINEER daily. Wasted materials will not be included in the measurement or payment. Payment for removal and replacement of unsuitable foundation material will be made at the amount bid per ton, which payment will be complete compensation for all, labor, materials, equipment, excavation, foundation materials, haul, placement, water, compaction, removal and disposal of waste material, etc. required to complete this item of work in conformance with the Contract Documents. 1-09.14(AG) Select Imported Trench Backfill(Bid Item A32) " 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 will be deducted from the certified tickets unless approved by the ENGINEER. Additionally,no payment shall be made for necessary compaction to correct backfilled areas,which are not compacted in accordance with these specifications Payment for select imported backfill will be made at the amount bid per ton, which payment will be .� complete compensation for all labor, materials, equipment, hauling, placement, water, compaction, removal and disposal of waste materials including existing pipes and structures in the excavation, etc. required to complete this item of work in conformance with the Contract Documents. r 1-09.14(AIT) Asphalt Patch Including Crushed Surfacing Top Course(Bid Item A33) Measurement for asphalt concrete patch including crushed surfacing top course shall be measured in square yards,horizontally over the completed surface of the trench. Pavement repair measurement width shall be as defined by the limit of trench patch payment shown in the Contract Documents, unless r 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, removal and disposal of waste material, 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. r 1-09.14(AI) 2"Deep Grind and Asphalt Overlay Class `B' (Bid Item A34) .� Measurement for 2" deep grind and asphalt overlay class `B' shall be measured in square yards of asphalt grinding and overlay, horizontally over areas requiring grinding and overlay within the work project. Areas for said work shall be as defined by the engineer with the initial limits being Wells Avenue South r and Williams Avenue South between South 2nd Street and South 3rd Street. �u Special Provisions Page 17 03/15/2005 r Payment for 2" deep grind and asphalt overlay class `B' will be made at the amount bid per square yard, which payment will be complete compensation for all labor, grinding of existing asphalt pavement, removal and disposal of all grinding spoils, appropriately maintaining roads between grind and overlay (IE cleaning of loose materials and protecting vehicles from exposed utilities), materials, haul, surface preparation, aggregate, compaction, asphaltic materials, tack oil, placement, roller compaction, joint sealing, 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 a grind and/or overlay not performed in accordance with specifications. 1-09.14(A.l) Replace Pavement Markings and Traffic Buttons (Bid Item A35) Measurement for replace pavement markings shall be per lump sum replacement of all crosswalks, , railroad crossing markers, lane markers and all other traffic control elements as shown in the Contract Documents and/or that exist prior to construction which are damaged, disrupted or removed as a result of construction of this project, unless otherwise approved by the ENGINEER. Payment for replace pavement markings shall be made per lump sum, which payment will be complete compensation for all labor, equipment, materials, hauling, paint, traffic buttons, thermoplastic markings, preparation, finishing, cleanup, etc. required to compete this item in conformance with the Contract Documents. 1-09.14(AK) Removal and Replacement of Concrete Sidewalk and Driveways (Bid Item A36) 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, saw cutting, removal of existing, materials hauling, preparation, imported material necessary to meet compaction requirements, 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 A37) , 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, saw cutting, removal of existing, materials hauling, preparation, imported material necessary to meet compaction requirements, forming, placement, finishing, cleanup, etc. required to compete this item in conformance with the Contract Documents. 1-09.14(AM) Removal of Paint and other Markings on Curb and Sidewalk(Bid Item A38) Measurement for removal of paint and other markings on curb and sidewalk shall be per lump sum for the work as shown in the Contract Documents,unless otherwise approved by the ENGINEER. ' 03/15/2005 Page 18 Special Provisions s Payment for removal of paint and other markings on curb and sidewalk will be made at the amount bid per lump sum, which payment will be complete compensation for all labor, equipment, materials, i finishing, cleanup, etc.required to compete this item in conformance with the Contract Documents. 1-09.14(AN) Mobilization &Demobilization- Schedule B (Bid Item B01) Measurement for mobilization & demobilization— Schedule B, shall be lump sum. The lump sum price shown shall cover the complete cost of furnishing and installing, complete and in-place all work and materials necessary to move and organize equipment and personnel onto the job site, provide and maintain all necessary support facilities and utilities, obtain all necessary permits and licenses, prepare the site for construction operations, and maintain the site and surrounding areas during construction, ,,W provide protection of existing utilities, provide component and system testing, final clean-up of the site, and move all personnel and equipment off the site after contract completion. Payment for mobilization will be made at the lump sum amount bid (NOT to exceed 80% of bid price ow prior to completion of construction)based on the percent of completed work OF BOTH SCHEDULES 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. This bid item may not be more than ten percent(10%)of the total amount of Schedule B. 1-09.14(AO) Trench Excavation Safety Systems—Schedule B (Bid Item B02) Measurement for trench excavation safety systems—Schedule B will be based on a percentage defined as the amount of new storm sewer pipelines installed divided by the total length of new storm sewer pipe shown to be installed. Payment for trench excavation safety systems — Schedule B 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 r.e required under the provisions of any permits and in the requirements of OSHA and RCW Chapter 49.17, etc.required to complete this item of work in conformance with the Contract Documents. 1-09.14(AP) Construction Surveying, Staking, and As-Builts—Schedule B (Bid Item B03) Measurement for construction surveying, staking and as-built information— Schedule B will be based on the percentage of total work OF BOTH SCHEDULES 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. Special Provisions Page 19 03/15/2005 r 1-09.14(AQ) Traffic Control—Schedule B (Bid Item B04) Measurement for traffic control work - Schedule B will be based on the percentage of total work OF BOTH SCHEDULES 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, preparing and conforming 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 and the Manual on Uniform Traffic Control Devices(MUTCD). 1-09.14(AR) Temporary Erosion/Sedimentation Controls—Schedule B (Bid Item B05) Measurement for temporary erosion/sediment control(s) - Schedule B will be based on the percentage of total work OF BOTH SCHEDULES 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 payment 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(AS) Furnish and Install 12"Ductile Iron Storm Pipe(Bid Item B06) Measurement for furnishing and installing 12" diameter storm 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 12" diameter storm 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, pavement removal (asphalt, concrete and brick), excavation, dewatering, potholing for utility location, bypass pumping, removal and disposal of waste material including existing pipes and structures in the excavation, 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 B20). Ductile Iron storm water pipe shall meet the specifications of Section 9-05.13 of the Special Provisions and Standard Specifications. 1-09.14(AT) Furnish and Install 8"Ductile Iron Storm Pipe (Bid Item B07) Measurement for furnishing and installing 8" diameter storm 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 storm 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, pavement removal (asphalt, concrete and brick), excavation, dewatering, potholing for utility location, bypass pumping, removal and disposal of waste material including existing pipes and structures in the excavation, pipe of the size and type required, gaskets, installation, laying and jointing pipe and fittings, bedding, and pipe zone fill material, appurtenances, 03/15/2005 Page 20 Special Provisions 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 B20). �. Ductile Iron storm water pipe shall meet the specifications of Section 9-05.13 of the Special Provisions and Standard Specifications. 1-09.14(AU) Furnish and Install 12"CPEP Storm Pipe(Bid Item B08) Measurement for furnishing and installing 12" diameter storm pipe of the type required will be based on r lineal footage measured horizontally over the centerline of the installed pipe. Payment for furnishing and installing 12" diameter storm 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, pavement removal (asphalt, concrete and brick), excavation, dewatering, potholing for utility location, bypass pumping, removal and disposal of waste material including existing pipes and structures in the excavation, 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 s to complete the work in accordance with the Contract Documents. Select imported backfill materials are included in other bid items(See Bid Item B20). CPEP storm water pipe shall be smooth interior wall meeting the specifications of Section 9-05.19 and 9- 05.20 of the Standard Specifications. Water-tight joints shall be furnished and installed. 1-09.14(AV) Television Inspection of Storm Sewers (Bid Item B09) Measurement for television inspection of the new storm sewers will be based on the lineal feet of pipe inspected. rw Payment for television inspection of the new storm sewers in accordance with specification section 7- 17.3(4)1 will be made at the amount bid per linear foot, which payment will be considered complete 10 compensation for all labor, materials, equipment to perform television inspection and prepare videotape record of all new storm sewers constructed as part of the project and record videotapes. Storm system laterals leading to Type I catch basins located in the curb and gutter do not need to be TV inspected. AU 1-09.14(AW) Furnish and Install Type 2 Catch Basin (Bid Item B10) .. Measurement for furnishing and installing Type 2 Catch Basin will be per each for each type catch basin installed in conformance with the Contract Documents. Payment for furnishing and installing Type 2 Catch Basin will be made at the unit price bid per each, which payment will be complete compensation for all labor, equipment, materials hauling, pavement cutting, pavement removal (asphalt, concrete and brick), dewatering, potholing for utility location, s excavation, removal and disposal of waste material including existing pipes and structures in the excavation, foundation material, concrete base,precast concrete catch basin sections, gaskets, catch basin frame and lid, installation, adjustment of frames to grade, ladder and rungs, appurtenances, connections to new and existing pipes, placement of subsequent backfill (native) materials, compaction, water, cleaning, temporary pavement patching, and testing, etc. required to complete all catch basins in Pa e 21 03/15/2005 Special Provisions S conformance with the Contract Documents. Reconnection of existing storm sewer(s) and select imported backfill materials are included in other bid items (see Bid Items BO 15 &B20). This item includes all the different types of frames and grates (standard, vaned, rolled curb, other) for Type 2 CB's that may be show on the plans. 1-09.14(AX) Furnish and Install Type 1L Catch Basin(Bid Item Bll) Measurement for furnishing and installing Type 1L Catch Basin will be per each for each type catch basin installed in conformance with the Contract Documents. Payment for furnishing and installing Type 1L Catch Basin will be made at the unit price bid per each which payment will be complete compensation for all labor, equipment, materials hauling, pavement cutting, pavement removal (asphalt, concrete and brick), dewatering, potholing for utility location, excavation, removal and disposal of waste material including existing pipes and structures in the excavation, foundation material, concrete base,precast concrete catch basin sections, gaskets, catch basin frame and lid,installation, adjustment of frames to grade, appurtenances, connections to new and existing pipes, placement of subsequent backfill (native) materials, compaction, water, cleaning, temporary pavement patching, and testing, etc. required to complete all catch basins in conformance with the Contract Documents. Select imported backfill materials are included in other bid items (see Bid Item B20). This item includes all the different types of frames and grates (standard, vaned, rolled curb, other) for Type 1L CB's that may be show on the plans. 1-09.14(AY) Furnish and Install Concrete Inlet (Bid Item B12) Measurement for furnishing and installing Concrete Inlet will be per each for each type inlet installed in conformance with the Contract Documents. Payment for furnishing and installing Concrete Inlet will be made at the unit price bid per each, which payment will be complete compensation for all labor, equipment, materials hauling, pavement cutting, pavement removal (asphalt, concrete and brick), dewatering, potholing for utility location, excavation, removal and disposal of waste material including existing pipes and structures in the excavation, foundation material, concrete base, precast inlet, gaskets, frame and lid, installation, adjustment of frames to grade, appurtenances, connections to new and existing pipes, placement of subsequent backfill (native) materials, compaction, water, cleaning, temporary pavement patching, and testing, etc. required to complete all catch basins in conformance with the Contract Documents. Select imported backfill materials are included in other bid items (see Bid Item B20). This item includes all the different types of frames and grates (standard, vaned, rolled curb, other) for concrete Inlets that may be show on the plans. This item may be used when there is insufficient space for a Type 1 Catch Basin. The City shall approve use of this item prior to installation if not specifically called out on the plans for a specific location. 1-09.14(AZ) Plug Existing Pipe(Bid Item B13) "Measurement for Plug Existing Pipe will be for each plug installed in conformance with the Contract Documents." Plugs shall be concrete per Standard Specifications Section 7-08.3(4), and as shown on the plans. 03/15/2005 Page 22 Special Provisions Payment for furnishing and installing "Plug Existing Pipe" will be made at the unit contract price, which shall be complete compensation for all labor, tools, equipment, and materials required to complete the work in conformance with the Contract Documents, including but not limited to pavement and concrete cutting, excavation, dewatering, potholing for utility location, removal, hauling and disposal of all pavement, waste, and excess materials, cutting existing pipes, trimming, installation cement concrete, 00 bedding and pipe zone fill material, placement of backfill (native) material, compaction, water, grading, and cleaning. Select imported backfill materials are included in other bid item(see Bid Item 1320). an 1-09.14(BA) Connect New 12" Storm to Existing Manhole (Bid Item B14) Measurement for connecting the new 12" storm main to the existing storm manhole (catch basin) will be W per each for connection made in conformance with the Contract Documents. Payment connecting the new 12" storm main to the existing storm manhole (catch basin) 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 facilities, potholing for utility location, core drilling, rechanneling existing manholes (catch basins),removal and disposal of waste material including existing pipes and structures in the excavation„ materials hauling, adjustment of frames to grade, relocate ladder and runs if necessary), placement of subsequent backfill native materials compaction, g (� �')� , P q (native) � 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 B20). 1-09.14(BB) Reconnect Existing Storm Pipe to New Type 2 Catch Basin(Bid Item B15) Measurement for reconnection of existing storm pipes to a new catch basin will be per each reconnection installed between existing storm water pipes and new catch basins or inlets in conformance with the Contract Documents. . Payment for reconnection of existing storm pipes to a new catch basin using the size and type of pipe and coupling required will be per each for the appropriate length of pipe and coupling required to connect existing storm water pipes to new catch basins, which payment will be complete compensation for all labor, materials, equipment, hauling, pavement cutting, pavement removal (asphalt, concrete and brick), excavation, dewatering, potholing for utility location, bypass pumping, removal and disposal of waste material including existing pipes and structures in the excavation, 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 B20). 1-09.14(BC) Pothole Over Existing Underground Telecom(Bid Item B16) + Measurement for "Pothole Over Existing Underground Telecom" will be per each for each location investigated in conformance with the Contract Document. Pothole Over Existing Underground Telecom shall be per Special Provisions Section 1-07.17(A). Payment for "Pothole Over Existing Underground Telecom" will be made at the unit contract price, which shall be complete compensation for all labor, tools, equipment, and materials required to complete the work in conformance with the contract Documents including but not limited to pavement and concrete cutting, excavation, dewatering, potholing for utility location, removal, hauling and disposal of Special Provisions Page 23 03/15/2005 all pavement, waste and excess materials, shoring, relocating or coordinating relocation of the unknown utility, placement of backfill (native) material, compaction, water, grading, temporary patch, and cleaning. Select imported backfill materials are included in other bid items (See Bid Item B20). 1-09.14(BD) Pothole and Relocate Unknown Utility Through Storm Main(Bid Item B17) Measurement for "Pothole and Relocate Unknown Utility Through Storm Main" will be per lump sum for the investigation in conformance with the Contract Document. Pothole and Relocate Unknown Utility Through Storm Main shall be per Special Provisions Section 1- 07.17(C). Payment for "Pothole and Relocate Unknown Utility Through Storm Main" will be made at the unit contract price, which shall be complete compensation for all labor, tools, equipment, and materials required to complete the work in conformance with the contract Documents including but not limited to pavement and concrete cutting, excavation, dewatering, potholing for utility location, removal, hauling and disposal of all pavement, waste and excess materials, shoring, relocating or coordinating relocation of the unknown utility, placement of backfill (native) material, compaction, water, grading, temporary patch, and cleaning. Select imported backfill materials are included in other bid items (See Bid Item B20). 1-09.14(BE) Pothole Existing Storm Main at Station 16+21 (Bid Item B18) Measurement for "Pothole Existing Storm Main at Station 16+21" will be per lump sum for the investigation in conformance with the Contract Document. Pothole and Relocate Unknown Utility Through Storm Main shall be per Special Provisions Section 1- 07.17(B). Payment for "Pothole Existing Storm Main at Station 16+21" will be made at the unit contract price, which shall be complete compensation for all labor, tools, equipment, and materials required to complete the work in conformance with the contract Documents including but not limited to pavement and concrete cutting, excavation, dewatering, potholing for utility location, removal, hauling and disposal of all pavement, waste and excess materials, shoring, relocating or coordinating relocation of the unknown utility, placement of backfill (native) material, compaction, water, grading, temporary patch, and cleaning. Select imported backfill materials are included in other bid items (See Bid Item B20). 1-09.14(BF) Removal and Replacement of Unsuitable Foundation Material (Bid Item B19) 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. 03/15/2005 Page 24 Special Provisions 1-09.14(BG) Select Imported Trench Backfill (Bid Item B20) 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 will be deducted from the certified tickets unless approved by the ENGINEER. Additionally,no payment shall be made for necessary compaction to correct backfilled areas,which are not compacted in accordance with these specifications Payment for select imported backfill will be made at the amount bid per ton, which payment will be complete compensation for all labor, materials, equipment, hauling, placement, water, compaction, removal and disposal of waste materials including existing pipes and structures in the excavation, etc. required to complete this item of work in conformance with the Contract Documents. ' 1-09.14(BI) Asphalt Patch Class `B' Including Crushed Surfacing Top Course(Bid Item B21) Measurement for asphalt concrete patch shall be measured in square yards, horizontally over the +� completed surface of the trench. Pavement repair measurement width shall be as defined by the limit of trench patch payment shown in the Contract Documents,unless otherwise approved by the ENGINEER. ,r 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, removal and disposal of waste material, 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(BI) Removal and Replacement of Concrete Sidewalk and Driveways(Bid Item B22) 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, 'r 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, saw cutting, removal of existing, materials hauling, preparation, imported material necessary to meet compaction requirements, forming, placement, finishing, cleanup, etc. required to compete this item in •W conformance with the Contract Documents. 1-09.14(B,i) Removal and Replacement of Concrete Curb (Bid Item B23) V 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, s which payment will be complete compensation for all labor, equipment, materials, saw cutting, removal of existing, materials hauling, preparation, imported material necessary to meet compaction Page 25 03/15/2005 Special Provisions Pa g r requirements, forming, placement, finishing, cleanup, etc. required to compete this item in conformance with the Contract Documents. 1-09.14(BK) Install Sidewalk Curb Ramp (Bid Item B24) Measurement for install sidewalk curb ramp shall be in per each for installation of curb ramps as shown in the Contract Documents,unless otherwise approved by the ENGINEER. Payment for install sidewalk curb ramp will be made at the amount bid per each, which payment will be complete compensation for all labor, equipment, materials, removal of existing sidewalk and/or ramp, materials hauling, disposal, preparation imported material necessary to meet compaction requirements„ forming, placement, finishing, cleanup, etc. required to compete this item in conformance with the Contract Documents. Sidewalk Curb Ramp shall conform to Supplemental Specification Section 8-14, and WSDOT Standard Plan F-3a, Type 113. The center section of the ramp shall be approximately four feet (4') wide and five feet (5') long. The ramp location and size will be adjusted to fit existing conditions, and shall be approved by the City prior to construction. 03/15/2005 Page 26 Special Provisions DIVISION 5 SURFACE TREATMENTS AND PAVEMENTS 5-04 ASPHALT CONCRETE PAVEMENT The Contractor shall have each trench permanently patched within two (2) weeks of the completion of that utility installation within that block, unless approved by City Engineer. The Engineer will allow portions of temporary patches to remain where additional trenching will be required for another utility. 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 s 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 ar 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 site until given permission by the City's inspector. „r 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. ,w Preparation of existing surface shall be done as outlined in this section and a tack coat shall be applied at the rate of 0.02 to 0.08 gallons per square yard. Payment for preparation of the surface and application of the tack coat shall be considered incidental to the paving and no separate payment shall be made. The Contractor shall locate all utilities for access immediately after any paving and mark the location by means of painting a circle around the location and scooping a portion of asphalt 4" - 6" in diameter and the depth of the overlay from the center of the utility location. The Contractor shall locate and completely expose gas and water valves for access immediately after qr 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. s Payment for utility adjustments includes all labor, materials, tools, and equipment necessary to complete the adjustments and is incidental to pay item for 2" Deep Grind and Asphalt Overlay Class `B' (1- "" 09.14(AJ)). JW Page 27 03/15/2005 Special Provisions Pa g 1W 5-06 TEMPORARY RESTORATION IN PAVEMENT AREAS(Additional Section) 5-06.1 Description (Additional Section) Pavement areas that have been removed by construction activities must be restored by the Contractor prior to the end of each working period,prior to use by vehicular traffic. Within paved streets,the Contractor may use temporary pavement to allow vehicular traffic to travel over the construction areas. Temporary pavement shall be placed around trench plates or others devices used to cover construction activities in a manner that provides a smooth and safe transition between surfaces. Within paved alleys,the Contractor may use the compacted backfill to allow vehicular traffic to travel over the construction areas. Trench plates or others devices used to cover construction activities shall be placed and anchored in a manner that provides a smooth and safe transition between and across surfaces. 5-06.2 Materials (Additional Section) Materials for temporary restoration in pavement areas shall be `Hot Mix' of Class B asphalt, Class B asphalt, Class E asphalt or Asphalt Treated Base(ATB). 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 two(2) inches thick and roller compacted to consolidation. The completed pavement shall be free from ridges,ruts,bumps, depressions,objectionable marks, or other irregularities. The Contractor shall immediately repair,patch, or remove any temporary pavement that does not provide a flat transition between existing pavement areas. All temporary asphalt pavement shall be removed from the site by the end of the project and shall not be used as permanent asphalt pavement or subgrade material. 03/15/2005 Page 28 Special Provisions • 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, catch basin, and inlets shall have their base placed on a graded and firmly compacted granular bedding course conforming to the requirements for sewer bedding in rr• 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,Catch Basins, and Inlets to Grade(Supplemental Section) The Contractor shall construct manholes, catch basins, and inlets so as to provide adjustment space for setting cover and casting to a finished grade as shown on the construction plans. Ring & covers and frames & grates shall be adjusted to the finished 'r 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. 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 w case System Thickness: 6.0 mils dry film Page 29 03/15/2005 Special Provisions Pa S err Coatings: Primer: One coat of Wasser MC-Aroshield high solids urethane (2.0,DFT) Finish: Two or more coats of Wasser MC-Aroshield (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. 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, storm 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 storm lines. If necessary, dewatering may consist of a combination of trench pumping, well points, and/or wells, and must satisfy the following requirements: • Prevent water from entering the trench and maintain dry trench conditions at the foundation level. • Prevent caving of the trench walls related to water migration through the walls. • Minimize turbidity in the effluent by utilizing properly sized filter pack materials on sumps, wells, and well points. 03/15/2005 Page 30 Special Provisions • Preserve strength of foundation soils. %W • 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) w Construction crews working with excavated soils shall be 40 hour trained in safety requirements for working with hazardous materials should they be encountered. 7-08.3(2) Laying 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. wr 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, catch basin, inlet, 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. 4r 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. �lrr Major items of work shall be defined to include the following items: Pa a 31 03/15/2005 Special Provisions S Manholes, Catch Basins,Inlets 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. 7-08.3(2)J Placing PVC Pipe(Replacement Section) In the trench, prepared as specified in Section 7-02.3(1) PVC pipe shall be laid beginning at the lower end, with the bell end upgrade. Bedding material shall meet the requirements of Section 9-03.16 and extend from 6"below the bottom of the pipe to 12" above the top of the pipe. 7-08.3(3)A Backfilling 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 9-03.19 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. 03/15/2005 Page 32 Special Provisions 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 .. 7-08.3(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 r backfilled with foundation gravel material placed in maximum 12-inch lifts. Foundation gravel shall be ballast and conform to the requirements of Section 9-03.9(1) of the Standard Specifications. Corrections faulty grade; Excess excavation below the required grade shall be backfilled with foundation gravel as specified above and thoroughly compacted to the required- grade line. .r Foundation Material used for sanitary sewers shall be as follows: Ballast Section 9-03.9(1) 7-17 SANITARY SEWERS 7-17.2 Materials (Replacement Section) Gravity sewer pipe shall be as specified herein and as shown on the plans. The Contractor shall provide two copies of the pipe manufacturer's technical literature and tables of dimensional tolerances to the Engineer. Any pipe found to have dimensional tolerances in excess of those prescribed or having defects which prevent adequate joint seal or any other damage shall be rejected. If requested by the Engineer, not less than three nor more than five lengths of pipe for each size, selected from stock by the Engineer, shall be tested as specified for maximum dimensional tolerance of the respective pipe. • Materials shall meet the requirements of the following sections: PVC Sewer Pipe Section 9-05.12 C900 Sewer Pipe, Class 100 AWWA C-900 Ductile Iron Sewer Pipe Section 9-05.13 7-17.3(2)F General(Supplemental Section) Side sewers stubbed to the property line shall be air-tested. 7-17.3(2)H Television Inspection(Replacement Section) The Engineer will require that all new sanitary sewer and storm sewer lines be inspected by the use of a television camera before final acceptance. Storm system laterals leading to Type 1 catch basins located in the curb and gutter do not need to be TV inspected. d• The costs incurred in making the initial inspection will be borne by the Owner via the appropriate bid item. The Contractor shall bear all costs incurred in correcting any deficiencies found during television .r Page 33 03/15/2005 Special Provisions i 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. 03/15/2005 Page 34 Special Provisions W DIVISION 8 ..r MISCELLANEOUS CONSTRUCTION 8-13 MONUMENT CASES s 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. w 8-13.3 Construction Requirements(Revised Section) do Revise last sentence: The monument will be furnished and set by the CONTRACTOR'S SURVEYOR. 8-30 PIPE BONDING, TEST STATIONS, AND GALVANIC ANODE CATHODIC PROTECTION SYSTEM '• 8-30.1 Description of Project City of Renton Water Mains �. The cathodic protection and test station for the project consists of the installation of electrical continuity joint bonds for all ductile iron pipe and fittings as shown on the Plans, including electrolysis test stations, test wires, galvanic anodes and wires, thermite welding, wire connections to pipes, insulating couplings, ,W and testing of joint bonds for electrical continuity. Seattle Public Utilities(SPU) The cathodic protection test station installation will also be installed on the existing SPU's Cedar River Pipelines (CRPL's) as shown on the project plans and specifications. The contractor shall coordinate this work with representatives from SPU. .� 8-30.2 Pipe Bonding and Test Stations 8-30.2(1) Part 1 -General 8-30.2(1)A Work Included This section covers the work necessary to furnish and install pipe joint bonds and cross bonds to form an electrically continuous pipeline, electrical insulators, and test stations, complete. 8-30.2(1)B Definitions Ferrous Metal Pipe: Pipe made of steel or iron, or pipe containing steel or iron as a principal structural • material, except reinforced concrete pipe. Foreign-Owned: Buried pipe or cable not specifically owned or operated by the OWNER. Lead, Lead Wire,Joint Bonds, Pipe Connecting Wires, Cable: Insulated copper conductor; the same as wire. Electrically Continuous Pipeline: A pipeline that has a linear electrical resistance equal to or less than " the sum of the resistance of the pipe plus the maximum allowable bond resistance for each joint as specified in this section. Special Provisions Page 35 03/15/2005 w Electrical Isolation: The condition of being electrically isolated from other metallic structures (including, but not limited to, piping, reinforcement, casings) and the environment as defined in NACE Recommended Practice RP0169-83. 8-30.2(1)C Submittals Shop Drawings: Catalog cuts and other information for products proposed for use. Quality Assurance Submittals: • Manufacturers'Certificates of Compliance. • Field Test Reports. 8-30.2(2) Part 2-Products 8-30.2(2)A Wires General: Conform to applicable requirements of NEMA WC 3-80, WC 5-73,and WC 7-88. Joint Bond General: Single-conductor, stranded copper wire with 600-volt HMWPE insulation. Supply joint bonds complete with a formed copper sleeve on each end of the wire. Joint Bond For Push-On,Mechanical,or Flanged Joints: No. 2 AWG wires, 18 inches long. Joint Bond For Flexible Coupling Joints: No. 2 AWG wires, 24 inches long, with two 12-inch long THHN insulated No. 12 AWG wire pigtails, as manufactured by Erico Products Inc. (Cadweld), Cleveland, OH. Joint Bond For Insulated Flexible Coupling Joints: No. 8 AWG wire, 18-inch long, with one 12-inch long THHN insulated No. 12 AWG wire pigtail Connecting and Rectifier Leads: Single-conductor, No. 4 AWG stranded copper wire with 600-volt HMWPE insulation. Test Station: Single-conductor, No. 12 AWG stranded copper with 600-volt TW, THWN, or THHN insulation and single-conductor,No. 8 AWG stranded copper with 600-volt HMWPE insulation. 8-30.2(2)B Cathodic Protection Test Stations Flush Mounted: Test Box: Concrete body cast with a cast iron ring, with a minimum weight of 55 pounds and minimum dimensions of 8-inch inside diameter and 12 inches long. Box shall be capable of handling an H-20 traffic load. Furnish extensions as required to penetrate concrete surfaces by 4 inches minimum. Furnish with a 12-pound cast iron lid with the letters "TS" or words "Test Station" cast into the lid. Terminal Block: Plastic or glass-reinforced, 1/4-inch thick laminate terminal board with minimum dimensions of 4 inches by 6 inches. Furnish terminal block with eight nickel-plated brass studs, washers, and lock washers. Manufacturer and Products: Brooks; Models 1RT or 3RT. Junction Box: Box: 10 inches by 12 inches by 4.5 inches deep molded fiberglass with a one-piece, closed-cell neoprene gasket to form on oil-tight and watertight seal, and 1/4 inch thick plastic or glass- reinforced backing plate, as available from Stahlin Brothers, Belding, MI; Hoffman Engineering Company,Anoka,Minnesota; or equal. 03/15/2005 Page 36 Special Provisions r 8-30.2(2)C Thermite Weld Materials go General: Thermite weld materials consist of wire sleeves, welders, and weld cartridges according to the weld manufacturer's recommendations for each wire size and pipe or fitting size and material. Welding materials and equipment shall be the product of a single manufacturer. Interchanging materials of different manufacturers is not acceptable. w Molds: Graphite. Ceramic "One-Shot" molds not acceptable. Adapter Sleeves For No. 12 AWG and No. 2 AWG wires: Prefabricated factory sleeve joint bonds or "' bond wires with formed sleeves made in the field are acceptable. Attach field-formed joint bond sleeves with the appropriate size and type of hammer die furnished by the thermite weld manufacturer. Extend wire conductor 1/4 inch beyond the end of the sleeve. .s Cartridges: Cast iron thermite weld cartridges for cast and ductile iron pipe and fittings. Maximum Cartridge Size: 25 grams for steel and 32 grams for cast and ductile iron materials, i respectively. Welders and Cartridges For Attaching Copper Wire to Pipe Material: Cartridge Pipe Material Weld Type Size, Max. No. 4 AWG Wire& Smaller: Steel HA,VS,HC 25 gm Ductile Iron HB,VH,HE 32 gm Cast Iron HB,VH,HE 32 gm No. 2 AWG Joint Bonds: Steel FS 25 gm „re Ductile or Cast Iron FC 32 gm Concrete Cylinder Pipe HA, GR 32 gm Welding Materials Manufacturers: ow Erico Products Inc. (Cadweld), Cleveland, OH. Continental Industries, Inc. (Thermo-Weld), Tulsa, OK. w Thermite Weld Caps: Prefabricated weld cap with coating and suitable primer, such as Handy Cap II with Royston Primer 747, as manufactured by Royston Laboratories, Inc. .. 8-30.2(2)D Coating Repair Material For Pipe and Fittings As recommended by the pipe or fitting coating manufacturer for spot damage at thermite weld connections not covered by standard pipeline coating repair procedure or thermite weld cap. t 8-30.2(2)E Ancillary Materials Mastic Coating: TC Mastic (Brush Applied)as manufactured by the Tapecoat Co., Evanston,IL. Wire Connectors: One-piece, tin-plated crimp-on lug connector as manufactured by Burndy Co. or Thomas and Betts. n. Compression Connectors: For in-line, tap, and multisplice, furnish "C" taps made of conductive wrought copper, sized to fit the wires being spliced. Manufacturer and Product: Burndy; Type "YC." ap AW Special Provisions Page 37 03/15/2005 'rill Electrical Tape: Linerless rubber high-voltage splicing tape and vinyl electrical tape suitable for moist and wet environments. Use Scotch 130 C and Scotch 88 as manufactured by 3M Products. Shunts: 0.01-ohm Holloway Type RS. 8-30.2(2)F Concrete Reinforcing Steel: ASTM A615-90,Grade 60 deformed bars. Welded Wire Fabric: ASTM A497-89. Formwork: Plywood. Mix: ASTM C94-90, Option A. Cement: ASTM C150-89,Type II,with maximum alkyl content of 0.606 percent. Coarse Aggregate Size: 3/4 inch. Design for Minimum Compressive Strength at 28 Days: 2,500 psi. 8-30.2(2)G Conduit,Locknuts, and Straps Rigid Metal Conduit and Fittings: Hot dipped galvanized steel meeting the requirements of UL and the NEC. Do not use setscrew type couplings, elbows, and nipples. Locknuts,Two-hole Straps,and Miscellaneous Hardware: Hot-dipped galvanized steel. Conduit Bushings: Threaded plastic or plastic-throated galvanized steel fittings. 8-30.2(2)H Insulating Joints Insulating Joints: Dielectric unions or flanges. Complete assembly shall have an ANSI pressure rating equal to or higher than that of the joint and pipeline. Materials shall be resistant for the intended exposure, operating temperatures, and products in the pipeline. Flange Insulating Kits: Gaskets: Full-face Type E with O-ring seal. The flanged gasket shall be supplemented with a neoprene facing on each side to accomplish a seal. Insulating Sleeves: Full-length fiberglass reinforced epoxy(NEMA G-10 grade). Insulating Washers: Fiberglass reinforced epoxy(NEMA G-10 grade). Steel Washers: Plated,hot-rolled steel, 1/8-inch thick. Manufacturers: Pacific Seal, Inc., Burbank, CA. or Central Plastics Co., Shawnee, OK. Insulating Unions: O-ring sealed with molded and bonded insulating bushing to union body, as manufactured by Central Plastics Co., Shawnee, OK. 8-30.2(3) Part 3 -Execution 8-30.2(3)A Installation Construct a system of pipe connecting wires and pipe joint bonds to form an electrically continuous pipeline insulators and test stations. 8-30.2(3)B Pipe Joint Bonding Electrically bond the joints of buried steel and iron pipe, including vault and manhole piping and fittings, and including restrained joints, except joints specified to be threaded,welded, or insulated. Install two joint bond wire assemblies at each joint that requires bonding. 03/15/2005 Page 38 Special Provisions Use thermite weld process for electrical connection of wires to pipe and fittings. Test each bonded joint for electrical continuity. 8-30.2(3)C Pipe Connection Wires Connect pipelines together with insulated wires as shown to provide electrical continuity between pipes. +" Install new rectifier positive and negative wires as shown. Install junction box as shown. 8-30.2(3)D Test Station Intallation "* Determine the location of the test stations based on actual site conditions and as approved by Owner. Locate test stations as shown. Attach test wires to the pipe as specified in WIRE CONNECTIONS, this section. Wires to Foreign-Owned pipelines will be attached by the Owner of the foreign pipeline. �* Coordinate this Work with the Owner of the foreign pipeline before the pipe is excavated. Locate flush mounted test stations directly over the pipeline, except where the pipelines are under pavement. Where the pipelines are under pavement, locate the test stations between the curb and sidewalk. Bury test wires .. a minimum of 24 inches below finished grade. Make wire connections to test station terminals with crimp-on spade lug terminals. 8-30.2(3)E Concrete Reinforcing: Accurately place in accordance with CRSI Recommended Practice. Placing, Consolidating, and Finishing: Follow ACI 301-89. •.r 8-30.2(3)F Wire Connections Use thermite weld method for electrical connection of copper wire to steel, ductile, and cast iron .w surfaces. Observe proper safety precautions, welding procedures, thermite weld material selection, and surface preparation recommended by the welder manufacturer. Assure that the pipe or fitting wall thickness is of sufficient thickness that the thermite weld process will not damage the integrity of the pipe or fitting wall or protective lining. All thermite weld wire connections shall be observed by the Owner. Remove pipe coating and clean metal surface as required for thermite welding. Some pipe coatings contain asbestos reinforcement. Comply with federal, state, and local regulations pertaining to asbestos removal and disposal. After the weld connection has cooled, remove slag, visually inspect, and physically test wire connection by tapping with a hammer;remove and replace any defective connections. Install a prefabricated thermite weld cap over each completed connection. Repair exposed metal surfaces not covered by the thermite weld cap in accordance with the coating manufacturer's recommendations. .. Repair damage to the pipe lining in accordance with the lining applicator's recommendations. 8-30.2(3)G Wire Insulation Repair dw Wires shall be handled with care. Splices for damage to the wire insulation shall be required by spirally wrapping (50 percent overlap, minimum) with two coats of high-voltage rubber splicing tap and two layers of vinyl electrical tape. Make wire splices with suitable sized compression connectors or mechanically secure and solder with rosin cored 50150 solder. Splices shall be approved by the ENGINEER. 8-30.2(3)H Insulated Joints "W Install insulated joints to electrically isolate the pipeline from other structures. Locate insulated joints at connections to existing metallic pipe, where cathodically protected pipe connects to pipe not intended to have cathodic protection, and where shown. w Align and install insulating joints according to the manufacturer's recommendations to avoid damaging insulating materials. • Special Provisions Page 39 03/15/2005 8-30.2(3)I Tests and Inspection Electrical Continuity Testing: Provide necessary equipment and materials and make electrical connections to the pipe as required to test continuity of bonded joints. Conduct a continuity test on buried joints that are required to be bonded. Test the electrical continuity of joint bonds after the bonds are installed but before backfilling of the pipe. Test electrical continuity of completed joint bonds using either a digital low resistance ohmmeter or by the Calculated Resistance Method, at the CONTRACTOR's option. Digital Low Resistance Ohmmeter Method: Provide the following equipment and materials: • One Biddle Model 247001 digital low resistance ohmmeter. • One set of duplex helical current and potential hand spikes,Biddle Model No. 241001, cable length as required. • One calibration shunt rated at 0.001 ohms, 100 amperes,Biddle Model No. 249004. Digital low resistance ohmmeters are available on a rental basis from GE Rents(1-800-GERENTS). Test Procedure: Measure resistance of joint bonds with the low resistance ohmmeter in accordance with manufacturer's written instructions. Use helical handspikes to contact the pipe on each side of the joint, without touching the thermite weld or the bond. Clean contact area to bright metal by filing or grinding and without surface rusting or oxidation. Record the measured joint bond resistance on the test form described herein. Repair damaged pipe coating. Calculated Resistance Method: Provide the following equipment and materials: • One do ammeter(meter or clamp-on)with full scale reading of 100 amperes and a minimum resolution of 1 ampere or a 100-ampere shunt with a voltmeter as specified herein. • One high resistance electronic voltmeter with a do low range of 200 millivolts full scale to a do high range of 20 volts full scale and capable of a minimum resolution of 1 millivolt(two voltmeters are required if a shunt is used). • One knife switch, safety switch, or time controlled relay suitable for test current. • Two electrical probes for the voltmeter. • Insulated wire suitable for carrying the test current, length as required. • One do power supply with a steady capacity of 50 amperes minimum; storage batteries are not an acceptable power supply. Test Procedure: Either tightly clamp or thermite weld current wire connections to the pipe. Determine wire size for the test current, and do not exceed 1,000 feet in length. • Apply a minimum direct current of 50 amperes. • Measure the voltage drop across each joint with a voltmeter by contacting the pipe on each side of the joint. Voltmeter connections to the bond wire or thermite welds will not be acceptable. • Measure the current applied to the test span and the voltage drop across the joint simultaneously. • Record the measured voltage drop and current for each joint of the test form described herein and calculate the bond resistance in accordance with the following formula: 03/15/2005 Page 40 Special Provisions ' R=E/I Where: .. R= Resistance of the joint bond. E= Measured voltage drop across the joint, in volts. I= Test current applied to the pipe test span, in amperes. Joint Bond Acceptance: r Joint Bond Resistance: Less than or equal to the maximum allowable bond resistance values in Table 1. Table 1 Max.Allowable Resistance Joint Type 1 Bond/Joint 2 Bonds/Joint Push-On or Mechanical 0.000325 ohm 0.000162 ohm Flexible Coupling 0.000425 ohm 0.000212 ohm Replace joint bonds that exceed the allowable resistance. Retest replacement joint bonds for compliance with bond resistance. Repair defective joint bonds discovered during energizing and testing. Record Tests of Each Bonded Pipeline: • Description and location of the pipeline tested. • Starting location and direction of test. w • Date of test. • Joint type. • Test current and voltage drop across each joint and calculated bond resistance(Calculated Resistance Method only). • Measured joint bond resistance (Digital Low Resistance Ohmmeter method only). Insulated Joint Testing: Test each joint after assembly with the insulator tester in accordance with the manufacturer's written instructions. Replace damaged or defective insulation parts. Correct defects identified during testing. Provide Owner with 3 days'advance notice before beginning tests. 4W •. .w mr am Special Provisions Page 41 03/15/2005 ar DIVISION 9 MATERIALS 9-03 AGGREGATES 9-05.13 Ductile Iron Sewer Pipe(Supplemental Section) j Supplement this section with the following: Ductile iron pipe for storm sewers shall conform to ANSFAWWA C151/A21.51-91 Standards, except the minimum nominal thickness shall be as follows: 8" =0.33"(Class 52) 12"=0.37"(Class 52) Grade of iron shall be 60-42-10. The pipe shall be cement lined and the exterior shall be coated with an asphaltic coating. Each length shall be plainly marked with the manufacturer's identification,year cast,thickness, class of pipe and weight. The pipe shall be furnished with watertight mechanical joints or push-on joint, conforming to ANSI/AWWA C111/A21.11-85 Standards. The pipe manufacturer shall certify in writing that the inspection and all of the specified tests for both pipe and gaskets being supplied under this Contract have been made, and that the results there of comply with the requirements of the Standard. Joints shall be"made up"in accordance with the manufacturer's recommendations. Standard joint materials, including rubber ring gaskets, shall be furnished with the pipe. Material shall be suitable for the specified pipe sizes. All fittings shall be short-bodied ductile iron cement-mortar-lined, with a minimum rating of 250 psi working pressure, complying with the ANSI/AWWA C110 or C 15 3 Standards. Fittings shall be furnished with watertight "Tyton",mechanical joints. 03/15/2005 Page 42 Special Provisions STANDARD PLANS STDPLAN.DOC\ MP Standard Detail Table of Contents .. Detail SP Palze Dwg Name Typ Utility Cover Adjust for Pave B001 BR36 Concrete Inlet BO10 --- Catch Basin Type 1 B012 --- ow Catch Basin Type 1L B014 --- Catch Basin Frame and Grate Slit 1 B020.1 --- Catch Basin Frame and Grate Sht 2 B020.2 --- "' Curb Inlet Frame and Cover B020.3 --- Catch Basin Type 2 B027 --- Miscellaneous Manhole Details B034 B24 Filter Fabric Fence Detail B066 BR21 Temporary Construction Entrance B068 BR23 Sanitary Manhole Typical Detail B071 BR28 Manhole Abandonment B071A BR28A .. Sanitary Shallow Manhole Type B B072 BR37 Manhole Frame and Cover B074 BR29 8 Inch Clean-Out B076 BW18B Pipe Bedding for Sanitary Sewer B077 BW18C Stub Connection for Sewer Replace B079A BR33A M, Air Test Table for Sewer Mains B083 BR07 Concrete Blocking Sizing Procedure B085 BR26 Blocking for Convex Vertical Bend B086 B22 Shackle Rodding and Tie Bolts B089 BR27 Valve Operating Nut Extension B090 BR46 Fire Hydrant Assembly Detail B 102 BR24 Hydrant Markers B 103 BR24A Temporary 2"Blow-Off Assembly B 104 BR25 3/4"& 1"Water Service B106 BR41 Dechlorination B110 BR40 Cement Conc Driveway Approach F006 FRO1N Typical Sidewalk F007 FR02 Curb & Gutter Replacement Detail F008 FR05 " Channelization Markers Detail H001 HRO1 Channelization Markers Detail H002 HR02 Raised Pavement Markers H007 HR08 Pavement Marking Details H008 HR03 Thermoplastic Crosswalk H012 HR13 00 Monument Case&Cover H031 HR04 Sidewalk Ramp N/A N/A 1 1 1 1 1 1 1 1 1 1 I 1 t 1 1 1 1 1 i SEAL WITH AR 4000 AND +w DRY SAND AFTER PATCHING ,. PATCHED AREA r ow A A m COVER ■r .r r PLAN .r N TS V-0"T OUTSIDE DIA. 1'-0" 2" A.C. CLASS "G" r 4" CONCRETE r SECTION A- A NOTES; wREMOVE PAVEMENT AND BASE MATERIALS FOR A DISTANCE WHICH IS EQUAL TO THE DIAMETER OF THE FRAME PLUS TWO FEET. ADJUST CASTING FRAME TO PAVEMENT SURFACE USING CONCRETE BLOCKS. rREPLACE ALL BUT TOP 2" OF EXCAVATED MATERIAL WITH CLASS 3000 CONCRETE (3/4). FINISH PAVEMENT SURFACE TYPICAL UTILITY COVER WITH 2" OF A.C. CLASS "G. ADJUSTMENT FOR SEE CITY OF RENTON SUPPLEMENTAL r PAVEMENT OR OVERLAY SPECIFICATIONS SECTION 7-05.3(1). QTY o ADOPTED G 6 CITY OF RENTON t t ri STANDARD PLANS LST DATE:04/2003 4/10/03 Revised notes and Detail. JDH DMC 0/17/96 Added notes. DCV AG DWG. 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(A Z) C14-j Y 0 m Q J OOa0< J m M O O 3 0(A Of H Q Q V 0 = oK O O Z LLJ >W Z N 0 �OOa a a (D z o<z <Lj Z) v\ =Uwo0 N orNQ X w y C Cr 0 Q v ao? / / I ( I 1 O ( ( 23" / / I / � C i � / I - 1- - - - - 14 1/2" -1 28 1/2" 1 1/2- N ° 1 1/2- - - - - - - - - - - - - - 23" 5/8" } 4 3/8" TYP. 3" 21 3/4" - - - -� - - - - �r - - -� ■ r 23" 2" I II II 11 I 1 it n 11 I � I II n II i . .� 29" SP PAGE BOZO.3 wr REF{ OF100 ■ NOTES: OLYMPIC FOUNDRY, INC . R MATERIAL: CAST IRON, ASTM A-48, CL 30 ■ s CURB INLET FRAME AND COVER APPROX. WEIGHT: FRAME - 210 LBS., RATING - NOT H2O PART NO_ SM94 ""'" COVER - 75 LBS. w N 0 0 W SFCj, B Z • a a¢ W U - a � a > mh y m w g ° Q mm w > 4 vm i w 0 3 m cE�t ma�a m vc m W�z 0° H Q °O -..c q v °W < 0 W w E "G S F o m a m` C) E N 'l p c iV e 2 OE E °ALE e _ p r N N Nm 3 -2 O E ° m E$ m 9 mCi O Mm z p w a N CCf x.x m OW a E m m °=4 a t �'c°' - m c m m E 3 m ci m!3 v0-i h3a n wa - m °m O1v vi>>mmn EYW z m E°Zf m E cN 2 Xoy c4 H n x U) m m-m- E-- o E'�m N m z w o � m rn m a5 = ar 6 o g;C e r z r t LL r+ra a 3 t) mm 3 Sx o Z r N c7 7 V QY O > Wg S mU Z a a W W 6w m u� j. : C a _ m a � ~ Z O 4 U v U m Q ° ` 000 0 W Fo wm .1 WO a� ZN >p wz °U Mw ° WQ N p �j W 2 Qp uw~ LLcc ma a 5� o m zw i QO I �g m U(DD =z 2 a¢ N O v U ° w V F K 0 ---------- ------- N a N m= ' m r i I, . - r J- I sW I W h L°..: a s r. _ a rn z -° CL o o (d�,ll I o z� . N W a mU of "XtlW.HZ `off W d -w O FA"z Ym J� gZ .- r1LQ mN w C7 m f- K pLL vv - + z o v E a O p� cn' .- 4) > L = ~ V T-E 11 U O Q + E.. O Z c a•o 00 U)U n O O w 11 to p C Cl E E O N C N Z W COL L N Q Q r meQ W/► + r'1 W C o + m o � a � c o J � p !- r _ per ° - + o JW QUn CI� L IC - U - D rA a) + a p - •- a W J ± v o –D c o XC' IN ,b „6� J C.� °vi oo ncl o V) _ .- Vl O E N N W rcr Z O G O N L L a Q ` a Z V N In D+ C - t '11 1 1 a `F E O 3 Q' a L U C L C C L m v O E to O O Q_ - t E + O a 1- N cn+ C 7 I L vtn L 1,a•- O Cua -- a, o „ZI In cr E O - or 41 a 0 L v p z ° m N CL N O + N D a v+ s L L C +- In O N N 'C L o I ° O O Q U1+ L U p I + - S O - + ci n+V N - O _0 - L U-- - O L Q) O > E I f L W N 3 0 0 + E + .J E I L O DN- C O C O L U `- I° 1 Co U: L (D O- O O L Q) w CL + N c i E L + Cl- w NIW z N _N L -I v = elz; N z crW > - c.- C E J o N o= �I U Q Z Z o` m N W yl C) I il- NIW NIW z/i 9 o z/16 W e i J Z z � V-i•' U _ W �.,d o J N Z N O N = Q U N L + v c > a• vo V U U O N z V L W r` E E O > O L + O p O + > O+ E V 0 O + + O E U O L L 0 L ° ? O 0 z O + . Zl LDE In OE m m 3 O L Q Q CD In-- p J L m L ^ In O] :' 4- „8 v CI ` + L + 0 J v3 m U O --- ~ d c — 1 co N U Q C n °a LO oa oa N L Y N L Y 6 p O f Q O U OD U V V FILTER FABRIC MATERIAL 60" WIDE ROLLS. USE STAPLES OR WIRE RINGS TO ATTACH FABRIC TO WIRE. 2" BY 2" 14 GA. WIRE FABRIC OR EQUIV. RI ' BURY BOTTOM OF FAB C 2'_0" MATERIAL IN 8" BY 12" TRENCH 5'-0" 6' MAX FILTER FABRIC MATERIAL , 6„ 2" BY 2" BY 14 GA. WIRE FABRIC OF EQUIV. PROVIDE 3/4" - 1.5" WASHED 5'-0" ' GRAVEL BACKFILL IN TRENCH AND 12" ON BOTH SIDES OF FILTER FENCE FABRIC ON THE SURFACE. 8" MIN. 2" BY 4" WOOD POST ALT: STEEL FENCE POSTS. ' BRUSH BARRIER N TS NOTES: 1. FOR SHEET RUNOFF OR FOLLOWING DISCHARGE FROM A 5. THE TRENCH SHALL BE BACKFILLED WITH 3/4" MINIMUM SEDIMENT TRAP OR POND. DIAMETER WASHED GRAVEL. 2. MAXIMUM SLOPE STEEPNESS PERPENDICULAR TO FENCE LINE 6. FILTER FABRIC FENCES SHALL BE REMOVED WHEN THEY IS 1:1. HAVE SERVED THEIR USEFUL PURPOSE, BUT NOT BEFORE , THE UPSLOPE AREA HAS BEEN PERMANENTLY STABILIZED. 3. MAXIMUM SHEET OR OVERLAND FLOW PATH LENGTH TO THE FENCE OF 100 FT. 7. FILTER FABRIC FENCES SHALL BE INSPECTED IMMEDIATELY AFTER EACH RAINFALL AND AT LEAST DAILY DURING 4. IF 50% OR LESS OF THE SOIL, BY WEIGHT, IS FINE PROLONGED RAINFALL. ANY REPAIRS SHALL BE MADE PARTICLES SMALLER THAN THE U.S. STANDARD SIEVE NO. IMMEDIATELY. 200, THE EOS SHOULD BE EQUAL TO OR SMALLER THAN THE SIEVE SIZE THAT 85% OF THE SOIL CAN PASS THROUGH. t FILTER FABRIC FENCE DETAIL tiCY p O ADOPTED ± + CITY OF RENTON � STANDARD PLANS N O LST DATE: 12/96 DATE I REVISION BY PPWD DWG. NAME: BR21 SP PAGE: 13066 wo r R/W m Of r 00 Q0w EXISTING GROUND >> r Fr Q,-Q 00O_ 12" vW EXISTING GROUND 100' MIN. (MAY BE REDUCED TO 50' MIN FOR SITES WITH LESS THAN 1 I ACRE OF EXPOSED SOIL.) R=25'MIN 15' MIN. Q 0 Q 0 Of EXISTING DRIVEWAY —/ RAMP OR SITE ACCESS ROAD PLAN NITS 1. Use 4" to 8" quarry spalls or crushed rock for surfacing as shown. Material with 'fines' is not acceptable. 2. The 100' minimum length shall be lengthened as necessary to insure material is not tracked into the public right—of—way. TEMPORARY CONSTRUCTION ENTRANCE r y p ADOPTED G� � CITY OF RENTON STANDARD PLANS LST DATE: 12/96 DATE REVISION tBiY—P-P�WJD DWG. NAME: BR23 SP PAGE: 8068 MANHOLE FRAME AND COVER ' 6„ SEE DRAWING BR29 24" (SP PAGE B074) ' 12" MAX. „ ADJUSTMENT (4 MIN.) CONE D RUBBER GASKETED JOINTS IN ACCORDANCE WITH ASTM C-443 1 STEPS — 3/4" DEFORMED BAR STEPS SHALL BE INCLUDED CONCRETE RISER BY PIPE INC., 7' MIN. OR APPROVED EQUAL. A' 12" (TYP) MAX. PIPE SIZE — E LADDER—STD. ALUMINUM OR GALVANIZED STEEL MORTAR FILLET CONCRETE SHELF e 17. PRECAST BASE SECTION OR CAST IN SHELF. D 6 MIN. (TYP) SANITARY MANHOLE TYPICAL DETAIL , NOT TO SCALE `A' '13' `C `D' `E' 48" MH 48" 6" MIN. 5"MIN 24" MIN. 21" I.D. 54" MH 54" 8" MIN. 5.5" MIN. 24" MIN. 24" I.D. 60" MH 60" 8" MIN. 6" MIN. 42" MIN. 30" I.D. NOTES: 1. STEPS TO BE 3/4" 0 DEFORMED BAR GALVANIZED SAFETY STEPS OR EQUAL. 2. STEPS ARE TO BE IN PLACE BEFORE MANHOLE SECTIONS ARE INSTALLED. 3. CASTING TO BE PER DRAWING BR29. 4. MANHOLE SECTIONS TO BE OF REINFORCED PRECAST CONCRETE. 5. ALL JOINTS SHALL BE GROUTED. 6. SANITARY SEWER MANHOLES SHALL HAVE ALL INTERIOR SURFACES, INCLUDING CHANNELING, COATED (SEALED) WITH A HIGH SOLIDS URETHANE COATING; WASSER MC—AROSHIELD OR APPROVED EQUAL; COLOR OF COATING SHALL BE WHITE. 7. RUBBER GASKETED JOINTS SHALL BE IN CONFORMANCE WITH ASTM C-443. 8. CHANNEL HEIGHT SHALL BE A MINIMUM OF 3/4 THE INSIDE DIAMETER OF THE LARGEST PIPE. 9. CONNECTIONS TO MANHOLE SHALL BE MADE USING GPK ADAPTOR, KOR—N—SEAL BOOTS OR SANITARY MANHOLE APPROVED EQUAL. TYPICAL DETAIL 10. MANHOLES EQUAL TO AND GREATER THAN 20 FEET DEEP SHALL HAVE A "SURETRACK" CLIMBING AND FALL PROTECTION SYSTEM INSTALLED. G�TY p� ADOPTED A CITY OF RENTON lm * W_ _ ♦ STANDARD PLANS LST DATE: 04/03 04 10 0 Revised notes. l,jnH I DMC �0/17/961 Added notes. Inry I AG DWG. NAME: BR28 SP PAGE: 13071 DATE REVISION BY APPR D i low r �r RESTORE PER ASHPHALT CONCRETE PAVEMENT REMOVE MANHOLE LID, RINGS RESTORATION DETAIL AND CONE (OR FLAT TOP) 'm AND RESTORE PER ASPHALT CONCRETE PAVEMENT DETAIL dw SELECT BACKFILL (DEPTH VARIES) Wr ABANDON MANHOLE TYPICAL DETAIL NOT TO SCALE NOTES: 1. DRILL A MINIMUM OF 6 — 2" HOLES IN BOTTOM OF MANHOLE. air 2. FILL MANHOLE WITH SELECT BACKFILL PER SECTION 9-03.12(1)C. RESTORE PER ASHPHALT CONCRETE PAVEMENT RETORATION DETAIL. S TYPICAL DETAIL FOR MANHOLE ABANDONMENT Y o� ADOPTED CITY OF RENTON STANDARD PLANS LST DATE:9/04 DATE I REVISION I BY APPR'D DWG. NAME: BR28A SP PAGE: B71A 24"x 6" FRAME AND LIP PER DRAWING BR29, SP PAGE B074. 4" MIN. TO 12" MAX. 24" < a T 0 , li o `t co 12" N o bi m a_ < Q N't o 4" 54" . 19' a .a 6"j AQ _ c a 6 d 0 ° ° n >. NOTES: r 1. STEPS TO BE 3/4" 0 DEFORMED BAR GALVANIZED SAFETY STEPS OR EQUAL. 2. STEPS ARE TO BE IN PLACE BEFORE MANHOLE SECTIONS ARE INSTALLED. 3. CASTING TO BE PER DRAWING BR29. 4. MANHOLE SECTIONS TO BE OF REINFORCED PRECAST CONCRETE. 5. OPENING SHOULD BE ON DOWNSTREAM SIDE. 6. ALL JOINTS SHALL BE GROUTED. 7. SANITARY SEWER MANHOLES SHALL HAVE ALL INTERIOR SURFACES, INCLUDING CHANNELING, COATED (SEALED) WITH A HIGH SOLIDS URETHANE COATING; WASSER MC—AROSHIELD OR APPROVED EQUAL; COLOR OF COATING SHALL BE WHITE. 8. RUBBER GASKETED JOINTS SHALL BE IN CONFORMANCE WITH ASTM C-443. 9. CHANNEL HEIGHT SHALL BE A MINIMUM OF 3/4 THE INSIDE DIAMETER OF THE LARGEST PIPE. 10. CONNECTIONS TO MANHOLE SHALL BE MADE USING GPK ADAPTOR, KOR—N—SEAL BOOTS OR APPROVED EQUAL. SANITARY SHALLOW MANHOLE TYPE B GtiCY p� ADOPTED CITY OF RENTON ~ ` STANDARD PLANS N T�� IST DATE: 12/96 10/17/96 EDITED NOTES DCV AG 3/8/95 EDITED NOTES DCVI AG DATE REVISION BY APPR DWG. NAME: BR37 SP PAGE: 8072 ow .r .w wr +r a �W QoaoSPECIFY � LETTERING —err n — n aw sw am 25" 8' 6' f 23j' �1 33j- MANHOLE 1 FRAME AND COVER NOTES: 1. ALL COVERS SHALL BE LOCKING LID PER INLAND FOUNDRY CO. INC. Y No. 817 (LOCKING) OR EQUAL. 1S o ADOPTED 2. USE FRAME AND COVER FOR STORM (SPECIFY "DRAIN" ON COVER), + ` CITY OF RENTON SANITARY (SPECIFY "SEWER"), OR WATER (SPECIFY "WATER"). STANDARD PLANS N T O� LST DATE:4/2003 104/10/031 Revised notes and Detail. JDH DMC 110/17/961 Added notes. IDCV AG DATE REVISION BY APPR'D DWG. NAME: BR29 SP PAGE: 8074 A A 2'-0" 1 ' CONCRETE CLASS 3000 " loll �-4-3/4" _ 4" ' 12"0 err - FIBER JOINT 15-4" PACKING SECTION A-A 45' (1/8) BEND B B PIPE MATERIAL AS SPECIFIED BY THE ENGINEER OQ' 83„ 10 :;. 5-1- g T 1 ,r nrr L SECTION B-B CAST IRON RING AND COVER PLUG TO BE SEALED IN SAME MANNER AS MAIN SEWER JOINTS. NOTES: 6 INCH OR 8 INCH 1. ALL CLEANOUTS SHALL BE INLAND FOUNDRY CO. INC. No. 247. 2. IN UNIMPROVED AREAS, POUR A 1'-0" THICK, 2'-0" SQUARE CLEANOUT CONCRETE, CLASS 3000, PAD AROUND THE RING AND COVER. 3. IN ASPHALT ROADWAYS, RESTORE AROUND CLEANOUT RING AND COVER AS REQUIRED BY STANDARD DETAIL DRAWING BR36. Y ADOPTED CITY OF RENTON 4 STANDARD PLANS ��'N T O$ LST DATE:04/2004 04/10/03 Revised notes. JDH DMC 110/17/96 1 Added notes. jDCVI AG DATE I REVISION I BY IA PPR' DWG. NAME: BW18B SP PAGE: B076 11w J 7 \-_ � I I I.•:I � I I M r i r � I I w I I w l' 1 N Frl I I vw z f z -005 o w I`..•i i 1 Z oz I I 1' :.I I'•'{ I I 2' I I I I I �I I I I I I > I I w I I I I at Xm no 02 I I I c0 w I I No Z w zw O w3 I I I I I I I I I �I o I I w w uw Z o° w I I �wFatn a_ oaz a LLJ N O U wrn,Oz I woLL, zF I Qioz in wwo0a I wzwo I I I I I I I I I I I I I I I I I I I I I I I I I I w I I I I Z (.3-I x I w I nwi I w I I cn I I I I I I z o a I I I I I I I I I I i I TYPICAL STUB CONNECTION FOR SEWER REPLACEMENT ENDING BEFORE CURB G�TY p� ADOPTED C1 7Y OF RENTON * STANDARD PLANS NZ O� LST DATE: 8/04 DATE REVISION #BYAP�PR DWG. NAME: BR33A SP PAGE: B079A W (SEE NOTE 4) LIMITS OF PIPE ZONE BACKFILL MATERIAL (SEE NOTE 5) T CONCRETE CLASS C (SEE NOTE 8) C FOUNDATION LEVELS ' A t (CLASS A DESIGN) -r W (SEE NOTE 4) LIMITS OF PIPE ZONE BACKFILL MATERIAL (SEE NOTE 5) 6 BEDDING MATERIAL FOR RIGID PIPE C (SEE NOTE 6) L B FOUNDATION LEVEL A ' (CLASS B, C, D, DESIGN) BEDDING FOR RIGID PIPE ' W (SEE NOTE 4) LIMITS OF PIPE ZONE 1,10„ , BEDDING MATERIAL FOR FLEXIBLE PIPE B (SEE NOTE 7) FOUNDATION LEVEL A (CLASS F DESIGN) ' BEDDING FOR FLEXIBLE PIPE NOTES: ' 1. PROVIDE UNIFORM SUPPORT UNDER BARREL. 2. HAND TAMP UNDER HAUNCHES. , 3. COMPACT BEDDING MATERIAL TO 95% MAX. DENSITY EXCEPT DIRECTLY OVER PIPE. HAND TAMP ONLY. BEDDING CLASS DESIGN 4. SEE "EXCAVATION AND PREPARATION OF TRENCH" IN THE SANITARY DIMENSION CLASS A CLASS B CLASS C CLASS D CLASS F SEWERS SECTION OF THE STANDARD SPECIFICTATIONS FOR TRENCH WIDTH "W' AND TRENCHING OPTIONS. THE PIPE ZONE WILL BE THE ACTUAL 6" MIN. TRENCH WIDTH, EXCEPT FOR CLASS A BEDDING. THE MINIMUM CONCRETE WIDTH SHALL BE 1-1/2 I.D. + 1811. A 1/4 I.D. 6" MIN. 6" MIN. ZERO 6" MIN. 12" MAX. 5. TRENCH BACKFILL SHALL CONFORM TO "BACKFILLING SEWER TRENCHES" IN THE SANITARY SEWERS SECTION OF THE STANDARD SPECIFICATIONS, B 1/4 O.D. 1/2 O.D. 1/8 O.D. ZERO O.D. EXCEPT THAT ROCKS OR LUMPS LARGER THAN 1" PER FOOT OF PIPE DIAMETER SHALL NOT BE USED IN THE BACKFILL MATERIAL. C 3/4 O.D. 1/2 O.D. 1/8 O.D. O.D. — 6. SEE "BEDDING MATERIAL FOR RIGID PIPE" IN THE AGGREGATES SECTION OF THE STANDARD SPECIFICATIONS FOR THE MATERIAL SPECIFICATIONS. 7. SEE "BEDDING MATERIAL FOR FLEXIBLE PIPE" IN THE AGGREGATES SECTION OF STANDARD SPECIFICATION FOR THE MATERIAL SPECIFICATIONS. 8. PIPE MUST BE ANCHORED IN SUCH A MANER AS TO ENSURE FLOW LINE IS MAINTAINED. PIPE BEDDING FOR SANITARY SEWER �SY p ADOPTED G CITY OF RENTON ♦ ♦ �I STANDARD PLANS NT O� LST DATE:4/97 4-4-97 Corrected note 4 DCV DT 2-21-91 IRevised notes, 4,5,7,& 8. Added note 6 KJ ---- DWG. NAME: BW18C SP PAGE: 8077 DATE REVISION BY APPR D v +rr 6 IN. DIAMETER PIPE LENGTH(FT) 0 50 100 150 200 250 300 350 400 450 500 w 0 0 20 40 59 79 99 119 139 158 170 170 a 50 35 55 75 95 114 134 154 174 178 177 177 a r1I 100 70 90 110 130 150 169 187 186 184 183 182 r 150 106 125 145 165 185 195 193 191 189 187 186 200 141 161 180 200 202 199 197 195 193 191 190 a 250 176 1 196 214 209 205 202 1 200 198 196 194 193 0 r 300 211 220 215 211 208 205 202 200 198 197 195 ? 350 227 221 217 213 210 207 205 202 201 199 197 00 400 227 222 218 214 211 209 206 204 202 201 199 450 227 222 219 215 213 210 208T 206 204 202 201 TIME SECONDS 6 IN. DIAMETER PIPE LENGTH(FT) 0 50 100 150 200 250 300 350 400 450 500 a 0 0 20 40 59 79 99 119 139 158 170 170 a 50 55 75 95 114 134 154 174 192 190 188 186 • w 100 110 130 150 169 189 209 210 207 203 201 198 Li 150 165 185 205 224 233 227 222 217 214 210 208 a 200 220 240 257 248 241 235 230 225 222 218 215 0 250 275 271 261 253 247 241 236 232 228 225 222 z 300 283 273 264 257 251 246 241 237 233 230 227 350 283 274 267 260 254 249 245 241 237 234 231 400 283 275 269 263 257 252 248 244 241 238 235 ' 450 283 276 270 264 259 255 251 247 244 241 238 TIME SECONDS 6 IN. DIAMETER PIPE LENGTH(FT) 0 50 100 150 200 250 300 350 400 450 500 0 0 20 40 59 79 99 119 139 158 170 170 50 79 99 119 139 158 178 198 208 204 201 198 w 100 158 178 198 218 238 246 238 232 227 222 219 w 150 238 257 277 283 272 263 255 248 243 238 234 a 200 317 321 306 294 283 275 267 261 255 250 246 0 250 340 325 312 301 291 283 276 270 264 259 255 z 300 340 327 316 306 298 290 283 277 272 267 263 a 350 340 329 319 310 302 295 289 283 278 274 269 400 340 330 321 313 306 300 294 288 283 279 275 450 340 331 323 316 309 303 298 292 288 283 279 TIME (SECONDS) 6 IN. DIAMETER PIPE LENGTH(FT) 0 50 100 150 200 250 300 350 400 450 500 a 0 0 20 40 59 79 99 119 139 158 170 170 Q- 50 124 144 163 183 203 223 243 237 231 225 221 w 100 247 267 287 307 312 298 286 276 268 261 255 w 150 371 391 371 352 336 323 312 302 293 286 279 200 425 402 383 366 352 340 329 320 312 304 298 rr o 250 425 406 390 376 363 352 342 333 326 318 312 Z 300 425 409 395 383 371 361 352 344 336 329 323 u0 350 425 411 399 388 1 378 368 360 352 345 338 332 400 425 413 402 392 383 374 366 359 352 346 340 450 425 414 404 395 387 379 371 365 358 352 347 PROCEDURE: TIME (SECONDS) SLOWLY PRESSURIZE THE PIPE TO 4.0 P.S.1.G. ALLOW 2 MINUTES FOR STABILIZATION, ADDING AIR AS REQUIRED. TIME THE DROP FROM 3.5 P.S.I.G. TO 2.5 P.S.I.G. READ THE MAXIMUM ALLOWABLE TIME IN SECONDS FROM THE TABLES. AIR TEST TABLE (LOW PRESSURE) FOR SEWER MAINS 1�Y o ADOPTED G- CITY OF RENTON STANDARD PLANS N T O� LST DATE: 12/96 t I DATE I REVISION BY APPR D DWG. NAME: BR07 SP PAGE: 8083 CONCRETE BLOCKING SIZING PROCEDURE A rrNCae1 The amount of concrete required to anchor horizontal bends, - Go to Table 2: Table 2 gives the safe bearing load for tees,and dead ends depends on the strength of the soil. The sand ono grovel: 3,000 lbs./sq.tt. methods of placing concrete to keep the joint accessible is - Go to Figure 1: figure 1 indicates the position shown in Figure 1. The area 'n square feet of concrete which of the concrete for blocking the 90'bend. must bear against the side of the trench is found by dividing - Go to the specifications of the project and find the thrust'n pounds shown in Table 1 b the safe bearing load depth of trench (h)= 4 feet P Y 9 - Width of trench(11� 3 feet of the soil as shown in Table 2. B CRITERI With the above assembled information, 1. The sizing procedure is for horizontal or downward we proceed to the final calculationx thrust only. - Area of Concrete(A)_ Thrust 21,360 7.12 aq ft. 2. Height of the thrust block must be equal to or less Safe Bearing Load 3,000 than 1/2 the depth from the ground surface to the block -Maximum Height of Thrust Block(Hm) Depth of Trench In Feet base. 2 3. Th e thrust block bearing face is approximately h 4 = 20 ft- rectangular. ' - 2 - 2 4. The concrete blocking shall be as per APWA Specification 74-2.14. -Depth of Concrete Thrust Block(Dc) C. Ste$ Width of Trench in Feet(W)-Outside Diameter of Pipe(d) d Outside Diameter of Pipe in Feet T - Thrust in Pounds at the Fitting(Table 1) 2 SBL = Safe Bearing Load in Pounds/Sq.Ft.(Table 2) _ 3-0.75 = 1 13 ft. h = Depth of Trench in Feet 2 W � Width of Trench in Feat A =Area of Concrete which must bear against Area of Concrete the Side of the Trench in Sq.Ft. -Maximum Length of Thrust Block(Lm)- Height of Concrete Hm - Maximum Height of the Thrust Block in feet De = Depth of the Concrete Thrust Block to - 2.A _ 7'12 = 3.56 ft. Bearing Surface in Feet Hm 0 Lm = Maximum Length of the Thrust Block In Feet -Required Amount of Concrete =(Height x Depth x Length)x 0.03704 ' GROUND SUFACE =(Hm x Lm x Dc) x 0.03704 IT-T14- ft�l TT -(2.0 x 3.56 x 1.13) x 0.03704 =0.30 cu. yd. h �� d TABLE 1 Thrust at Fittings in Pounds Size Pressure Hm=2 PSI Tees 90' 45' 22-1/2 11 wd Dead Ends Bend Bend Bend Band BLOCK BASE 3" 300 2,120 3,000 1,630 830 430 �Da 4" 300 3,780 5,370 2,910 1,470 750 W 6" 300 8,500 12,000 6,510 3,320 1,700 8" 300 15,100 21,360 11,550 5,880 3,020 10" 275 21,620 30,570 16,540 8,430 4,330 D. CALCULATION EQUATIONS 12" 250 33,930 48,000 25,950 13,260 6,780 14" 250 46,200 65,370 35,340 18,030 9,240 ' Thrust (In Pounds T 16" 225 45,250 64,000 34,620 17,650 9,050 1. Area of Concrete(A)- Safe Bearing oad In Pounds S Ft. - SBL 18" 2DO 50,900 72,000 38,940 19,860 10,180 9 ( /q ) 20" 2DO 62,840 88,900 48,080 24,520 12,560 Depth of Trench In Feet h 24" 200 90,480 127,980 69,200 35,320 18,100 2. Maximum Height of Thrust Block(Hm)- P _ 30" 200 141,370 199,960 108,150 55,140 28,280 2 - 2 36" 200 203,580 287,950 155,740 79,400 140,7201 (Width of Trench in Feet) 3. Depth of Concrete Thrust Block- Outside Diameter of Pipe i n Feat) - W-d TABLE 2 2 2 Area of Concrete _ A Safe Rearingyoods In Lh./ca.Ft. 4. Maximum Length of Throat Block(Lm)- Maximum Height H. The safe bearing loads given in the following table are tar 5. Required Amount of Concrete Yd. -(Height x Depth x Length)x 0.03704 horizontal thrusts when the depth of cover over the pipe q (Cu.( ) ( 9 P 9 ) exceed.2 feet. (Hm x Lm x Dc)x 0.03704 Safe Bearing Load E. EXAMPLE %L 1 h ger Sq Ft 1 Problem: 'Muck, peat,etc. 0 Soft Clay 1,000 Calculation of the amount of concrete required to block o 90'bend in an 8" Sand 2,000 C.I. water main; the normal operating pressure In the pipe will be 65 psi and the soil Sand and Grovel 3,000 Sard and Gravel Cemented with Clay 4,000 condition in the area indicates sand and gravel. Hard Shale 10,000 2. 591uSfaa *In muck or peat,all thrusts shall be restrained by piles or -Maximum testing pressure(See Table 1)=300 psi. - 0.75 ft. tie rods to solid foundations or by amov it of muck - Outside diameter of 8 pipe- 9.05 in.-9.05/12 or peat and replacement with ballast of sufficient Go to Table 1: The testing pressure of 300 psi,we see stability to resist thrusts. that the thrust on o 90'bend is 21,360 pounds. CAP 22-1/20 0 90 BEND 11-1/4 FIGURE 1 NOTE: FOR CONVEX VERTICAL BENDS BLOCKING SEE APWA STANDARD PLAN NO. 73. 45aBEND TEE CONCRETE BLOCKING SIZING PROCEDURE �tiT Y p� ADOPTED • CITY OF RENTON STANDARD PLANS LST DATE: 12/96 12 g8 DCV DIRT 3/6/95 CORRECTED COLUMN HEADINGS DCV I AG DATE REVISION BY APPWD DWG. NAME: BR26 SP PAGE: 8085 'III x a w > _ gg & oo UW o rrDo r , y 'gin OQY i UN y US: v Z h—k y' o} X W 6 m v J _ o+ L o m vc -o +o we w'- N N 3 G 2 - —m\ .r I IV / sayDuI / a{aJJUDQ U! y}Joa pagJn}s!puN spoa {o u+daa Spoa a!1 r — 7 = 6 z m W N }aa{ C9 r Y1 N m b F'm agno ;o op!S U D N n :o o J �._ 6u!rJOIB a}aJJUO� o N v v ° m ~ m+ }o +aaj o!gnQ a v v ° N W m 0 }O JagwnN u > N N n v v, p D y uj • gn c v () m saa J6aQ N N N N N c N Puag IDJ!+Jai L D ISd O O O N O O vI aJnssa Jd +Sal N N N N N N N v I_ J � 5 sayoul - Ja+awo!Q QH m o dd .n ' oz!S ad!d — N sa L / � a+aJJUO u! Z sDo2! �O Q 4+da0 �. N / y+Joa pagan}s!pun W co / sayJUl Q o o spot' u c {o Ja+aw6!0 ° v Q o {aa; O � � N W N •O > o« agnQ }o aP!S N ° � L U J•N U W 0. 5U113019 O�aj 3 • U N Q N m• {O +aaj J!gnQ D a D N <N }o - w -u y E d 0� ° w D J` ! ai N N N N N N L L v _ v v o ISd o 0 0 0 0 o °s� aJnssaJd +sal N 3 r S J O 7F SayDU( s Where shown on the plans or in the specifications or required by , the Engineer, joint restraint system (shackle rods) shall be used. All joints restraint materials used shall be those manufactured by Star National Products, 1323 Holly Avenue, PO Box 258, Columbus, Ohio 43216 unless an equal alternate is approved in , writing by the Engineer. Material Steel Types High strength low—alloy steel (cor—ten), ' ASTM A588 heat—treated. 1.Tiebolt: ASTM A588, Grade B, Cor—Ten, equal to Superstar Tielbolt Installation: SST 7 5/8" for 2" and 3" mechanical joints (M.J.) with eye for 5/8" rod Install the joint restraint system in accordance with the Manufacturer's ' SST 7 3/4" for 4" to 12" M.J. with eye for 3/4" rod instructions so all joints are mechanically locked together to prevent joint SST 756 : 3/4" for 14" to 24" M.J. with eye for 3/4" rod separation. SST 747 : 3/4" for 4" to 12" M.J. with eye for 7/8" and 1" rod Tiebolts shall be installed to pull against the mechanical joint body and SST 757 : 3/4" for 14" to 24" M.J. with eye for 7/8" and 1" rod not the M.J. follower. Torque nuts at 75-90 foot pounds for 3/4" nuts. SST 778: 1" for 30" to 36" M.J. with eye for 1" rod 2.Tienut: Hex Nut Install tiecouplings with both rods threaded equal distance into ASTM A588, Grade 8, Cor—Ten, equal to SuperStar Tienut tiecouplings. Arrange tierods symmetrically around the pipe. SS8 for 5/8", 3/4", 7/8", 1" Tiebolt and Tierod Where a Manufacturer's mechanical joint valve or fitting is supplied with 3.Tiecoupling with Tiestop Pin slots for "T" bolts instead of holes, a flanged valve with a flange by ASTM A588, Grade B, Cor—Ten, equal to SuperStar Tiecoupling mechanical joint adaptor shall be used instead, so as to provide adequate SS10 for 5/8", 3/4", 7/8", 1" Tierod space for locating tiebolt. 4.Tierod: Where a continuous run of pipe is required to be restrained, no run of Continuous threaded rod for cutting to desired lengths restrained pipe shall be greater than 60 feet in length betwee fittings. 9 g Insert long body solid sleeves as required on longer runs to keep tierod ASTM A588, Grade B, Cor—Ten, equal to SuperStar Tierod lengths to the 60 foot maximum. ' SS12 for 5/8", 3/4", 7/8", 1" Pipe used in continuously restrained runs shall be mechanical joint pipe 5.Tiewasher and tiebolts shall be installed as rod guides at each joint. ASTM A588, Grade B, Cor—Ten, equal to SuperStar Tiewasher SS17 for 5/8", 3/4", 7/8", 1" round flat washer Pipe Test , Size Pressure Number and Size of Rods Inches PSI 2 4 6 8 10 12 14 24 2 250 3/4" 3 250 3/4" 4 250 3/4" 6 250 3/4" 8 250 3/4" 10 250 3/4" 12 250 3/4" 14 250 3/4" , 16 250 3/4" 18 250 3 4" 20 250 3/4" 24 250 3/4" 3 200 3l4" , 36 6 200 1" 42 200 1" 48 200 1" J 11 2 5 ' SHACKLE RODDING AND TIE BOLTS GtiCY p� ADOPTED ' CITY OF RENTON ♦ `� STANDARD PLANS LST DATE:04/04 DATE REVISION BY APPR'D DWG. NAME: BR27 SP PAGE: B089 ' A A PLAN VIE WATER VALVE BOX LID WITH EARS IN DIRECTION OF 2" SQUARE WATER MAIN AND WORD OPERATING NUT "WATER" CAST INTO IT 12" MIN, 18' MAX, 4" CONCRETE COLLAR FOR 12' VALVES IN PAVED AREAS 4-1/4" DIA. 1/8" MIN. THICKNESS SEE DETAIL--J/ ETAIL 2 PIECE CAST IRON VALVE BOX, RICH-SEATTLE TYPE OR OLYMPIC FOUNDRY 1" STEEL LENGTH AS REQUIRED 1/8" MIN. THICKNESS 2-1/4" INSIDE MEASUREMENT 2-1/4" DEPTH VALVE OPERATING NUT SECTION A-A EXTENSION VALVE OPERATION NUT EXTENSION NOTE: EXTENSIONS ARE REQUIRED WHEN VALVE NUT IS MORE THAN THREE (3) FEET BELOW 3" FINISHED GRADE. EXTENSIONS ARE TO BE A 38" MIN. MINIMUM OF ONE (1) FOOT LONG. ONLY ONE WIDTH EXTENSION TO BE USED PER VALVE. WHITE POST NOTE: ALL EXTENSIONS ARE TO BE MADE � 62" OF STEEL, SIZED AS NOTED, AND PAINTED _=1 =1 WITH TWO COATS OF METAL PAINT. lllllllllll III �1l l_ E T1 24" VALVE MARKER NOTES: VALVE MARKERS SHALL BE EQUAL TO CARSONITE UTILITY MARKER VALVE MARKER POST TO BE USED FOR ALL VALVE MARKER POST MAIN LINE VALVES OUTSIDE PAVED AREAS WATER VALVE OPERATING NUT EXTENSION AND VALVE MARKER POST Y p ADOPTED V® CITY OF RENTON STANDARD PLANS ON T cv LST DATE:04/04 DATE REVISION BY APPR'D DWG. NAME: BR46 SP PAGE: B090 FIRE HYDRANT SHALL BE COREY-TYPE EQUAL TO IOWA F-5110 OR COMPRESSION TYPE SUCH AS CLOW MEDALLION; M & H 929, MUELLER SUPER CENTURION 200, AND WATEROUS PACER WITH 6" MECHANICAL JOINT INLET WITH LUGS. 5-1/4" MAIN VALVE OPENING. TWO 2-1/2" HOSE CONNECTIONS NATIONAL STANDARD THREADS. 4" PUMPER CONNECTION CITY OF SEATTLE THREADS WITH A STORZ ADAPTOR, 4.875" SEATTLE THREAD X 5" STORZ, ATTACHED WITH 1/8" STAINLESS STEEL CABLE. 1-1/4" PENTAGON OPERATING NUT. FIRE HYDRANT TO BE PAINTED WITH TWO COATS OF PAINT. KELLY-MOORE/PRESERVATI VE PAINT No. 5780-563 DTM ACRYLIC GLOSS, SAFETY YELLOW OR APPROVED EQUAL. PUMPER CONNECTION TO FACE ROADWAY OR AS ' DIRECTED BY RENTON FIRE DEPARTMENT. FIRE HYDRANT EXTENSION TO BE USED IF REQUIRED. 18" TO 20" BEHIND BACK OF CURB OR 12" BEHIND BACK OF SIDEWALK THAT IS ADJACENT TO CURB TWO-PIECE CAST IRON VALVE BOX WITH LUG TYPE COVER. EQUAL TO OLYMPIC FOUNDRY CO. STANDARD 8" TOP SECTION 4.875" x 5" STORZ WITH REGULAR BASE SECTION LENGTH TO FIT. VALVE NUT a© EXTENSION AS REQUIRED (SEE DWG BR46 / PAGE B090). MAX 4" MIN 2 PAVEMENT MARKER TYPE 88 A8 STIMSONITE TWO-WAY BLUE. Y 42" MIN CONCRETE BLOCKING BURY ' O MAIN LINE TEE. WITH 6" FLANGE SIDE OUTLET. 6" GATE VALVE (FL X MJ) AWWA C-509, RESILIENT SEAT / 6" DUCTILE IRON PIPE, CLASS 52 CEMENT LINED, LENGTH TO FIT , 16" x 8" x 4" 2-3/4" COR-TENSTEEL TIE RODS. SEE STD DETAIL FOR TIE RODS. MININUM CONCRETE ' BLOCK UNDER HYDRANT —1/2 YARD WASHED DRAIN ROCK (3-TO 3/8") MIN. 1' ABOVE BOOT FLANGE. PLACE 8 MIL POLYETH YLENE FILM AROUND TOP AND SIDES OF GRAVEL. FIRE HYDRANT ASSEMBLY ' LEVEL ALL GROUND ' MIN 3' RADIUS LEVEL ALL GROUND MIN 3' RADIUS 1 4.875" x 5" , STORZ �61 1 1 ONE MAN ROCK 1 �, FILL CUT HYDRANT LOCATION IN CUT OR FILL FIRE HYDRANT ASSEMBLY DETAIL GlCY p� ADOPTED CITY OF RENTON ♦ ♦ STANDARD PLANS LST DATE:04/04 DATE REVISION 11 BY APPR' DWG. NAME: BR24 SP PAGE: B102 MARKER MARKER MARKER I + � I TWO LANE ROAD OFFSET ON SIDE STREETS WHERE THE MARKER TO INDICATE HYDRANT IS WITHIN 20' OF A WHICH SIDE OF STREET MAIN TRAVELED STREET, THE HYDRANT IS ON (4" FROM MARKER IS TO BE INSTALLED DOTS OR PAINTED LINE) ON THAT MAIN STREET MARKER MARKER FOUR LANE ROAD OFFSET FIVE LANE ROAD OFFSET MARKER TO INDICATE WHICH MARKER TO INDICATE WHICH SIDE OF STREET HYDRANT IS SIDE OF STREET HYDRANT IS ON (4" FROM DOTS OR ON (4" FROM DOTS OR PAINTED LANE DIVIDER) PAINTED LANE DIVIDER) HYDRANT MARKERS A MOM - 4' RAISED PAYMENT MARKER TYPE 88 AB STIMSONITE TWO-WAY (BLUE) HYDRANT MARKERS GtiCY p� ADOPTED CITY OF RENTON ~ ♦ STANDARD PLANS LST DATE: 12/96 DATE REVISION #QYA�P�P��R JD DWG. NAME: BR24A SP PAGE: B103 CONCRETE DEAD MAN BLOCKING WITH SHACKLE RODS TO CAP, BLOCK SHALL BE POURED AGAINST UNDISTURBED EARTH, SIZE OF BLOCK TO BE DETERMINED BASED ON TEST PRESSURE OF WATER LINE AND SOIL CHARACTERISTICS. cl �• CAST IRON CAP OR PLUG WITH 2" IPS TAP SHALL BE A ROCKWELL 482 END CAP COUPLING. WATER MAIN 2" GALVANIZED IRON PIPE AS REQUIRED. 2" CLOSE NIPPLE 2" 90' ELBOW 2" GALVANIZED IRON PIPE, 12" LONG. 0 PLAN TWO PIECE CAST IRON VALVE BOX VALVE NUT EXTENSION IF REQUIRED , EQUAL TO RICH VALVE CO. STANDARD (SEE DWG BR46 / PAGE 8090) 8" TOP SECTION, WITH REGULAR BASE SECTION LENGTH TO FIT. INSTALL 2" 90' ELBOW, SCREWED 2" PLUG, SCREWED iL' 2" GALVANIZED IRON PIPE 12" LONG - 2" GALVANIZED IRON PIPE AS REQUIRED. 2" RESILIENT GATE VALVE, SCREWED INSTALL 2" 90' ELBOW, SCREWED 2" GALVANIZED IRON PIPE AS REQUIRED. ELEVATION to TEMPORARY 2" BLOW-OFF ASSEMBLY tiSY o ADOPTED CITY OF RENTON ♦ �!!i� `"`�•�` STANDARD PLANS LST DATE:04/04 DATE REVISION BY PPR D DWG. NAME: BR25 SP PAGE: B104 13"x24" PLASTIC METER BOX EQUAL TO MID-STATES PLASTIC, INC. BCF SERIES MSBCF 1324-18 WITH 1.75" THICK DUCTILE CITY PRIVATE IRON DIAMOND PLATE COVER EQUAL TO MID-STATES PLASTICS, INC. MSCBC-1324-R WITH READER LID AND 1-5/8" DRILLED PIPING PIPING HOLE FOR TOUCHREAD PIT LID (SEE DETAIL A-A) ui ?I IN UNIMPROVED RIGHT OF ?I WAY INSTALL METER BOX AT PROPERTY LINE WITH 12" w' LONG COPPER TAILPIECE. w' 9" MIN o I SIDEWALK 0 I 12 "MAX m a FINISH GRADE ..: . ?< TOUCHREAD WATER METER TO BE o°SUPPLIED BY THE 12 ?¢w 36" MIN COVER a M CITY m> TYPE "K" SOFT o O COPPER TUBING 22-1/2' �/// NEW DUCTILE IRON WATERMAIN IF SERVICE LINE TO HOUSE IS 3/4" OR 1" TO BE INSTALLED IN THE FUTURE GALVANIZED INSTALL FORD C14-33 OR 44 FIDT PLUG x COMPRESSION COUPLING LOOP DOWN TO CENTERLINE OF WATER MAIN TO PROVIDE SLACK IN COPPER COPPERSETTER FOR 5/8"x3/4" METER: FORD SERVICE LINE TO METER. VBH72-15W-44-33G, OR McDONALD BRASS: 21-215WCQQ33, OR MUELLER: 3/4-8-2470-2 WITH ANGLE BALL VALVE ON INLET AND SINGLE CHECK VALVE ON OUTLET CORPORATION STOP. FORD TAPERED THREAD COPPERSETTER FOR 1" METER: FORD VBH72-15W-44-44G, OR (CC). QUICK JOINT MCDONALD BRASS: 21-415WCQQ44, OR MUELLER: 1-B-2470-2 (3/4" F1000-3-G) OR AY MCDONALD 4701Q BOTH INLET AND OUTLET WITH PACK JOINT WITH GRIPPER. (1" F1000-4-G) OR AY MCDONALD 4701Q PADLOCK WINGS ON INLET ANGLE BALL VALVE AND SINGLE CHECK VALVE ON OUTLET. ALL PACK-JOINT FITTINGS SHALL BE WITH QUICK JOINT. NOTE: ALL METER BOXES INSTALLED WITHIN CONCRETE OR PAVED DRIVEWAYS SHALL BE CAST-IRON EQUAL TO OLYMPIC FOUNDARY. EXPANSION JOINTS MUSH BE INSTALLED ON BOTH SIDES OF METER BOX. A— A DRILL 1-5/8" DIA. HOLE FOR AMR (AUTOMATIC METER READ) TOUCHREAD DEVICE L2-1/2" MIN. FROM NEAREST F = AND FRONT EDGE OF PIT LID I — I TYPICAL NOTE: RIB J THE CENTER OF THE HOLE MUST BE AT LEAST 1" FROM UNDERNEATH RIBS UNLESS THE RIB SPACING ALLOWS THE NUT TO TIGHTEN AGAINST THE OPEN SIDE OF MORE THAN ONE RIB. 3/4" & 1" WATER SERVICE �tiZY p� ADOPTED CPPY OF RENTON STANDARD PLANS LST DATE:04/04 DATE REVISION BY APPR DWG. NAME: BR41 SP PAGE: B106 CITY PRIVATE ' PIPING PIPING 1-1/2" AND 2" WATER SERVICE DETAIL W Z z J J RI UNIMPROVED , CAUTION: VALVE BOX SHOULD NOT REST ON 10 11 12 RIGHT–OF–WAY INSTALL METER w BOX AT PROPERTY LINE WITH w PIPE. LATER COMPACTION IN AREA OF VALVE BOX o 12" LONG COPPER TAILPIECE n_ 0 COULD CAUSE THE BREAKAGE OF THE SERVICE. a o_ . . '. 9 MIN. . . .• .- .• •. 12' MAX. Z X ' Z X f E 9 0 3 v o LEAVE EXPOSED a o U 4 7 Nrm)- N U 12" BY PASS NOT ALLOWED o o FOR IRRIGATION METERS o 2 3 6 7 7 13 1 5 e CRUSHED ROCK BASE TO SUPPORT VAULT. A— A DRILL 1-5/8" DIA. HOLE FOR TOUCHREAD DEVICE QUICK–JOINT COUPLING x MIPT CAST IRON OR DUCTILE IRON WATERMAIN 2-1/2" MIN. FROM NEAREST , AND FRONT EDGE OF PIT LID NOTE: THE CENTER OF THE HOLE MUST BE AT LEAST 1" FROM TYPICAL RIB UNDERNEATH RIBS UNLESS THE RIB SPACING ALLOWS , THE NUT TO TIGHTEN AGAINST THE OPEN SIDE OF MORE THAN ONE RIB. MATERIAL LIST FOR 2" SERVICE: METER LOCATED IN PLANTING STRIP MATERIAL LIST FOR 1-1/2" SERVICE: METER LOCATED IN PLANTING STRIP BETWEEN CURB & SIDEWALK BETWEEN CURB & SIDEWALK 1. 2" tapped tee, on new water main. 1. 2" tapped tee on new water main. 2. 4" long X 2" brass nipple with threaded ends (MIPT). 2. 4" long X 2" brass nipple with threaded ends (MIPT). 3. 2" resilient seat gate valve with threaded ends, square operating nut, 3. 2" resilient seat gate valve with threaded ends, square operating nut, and and valve nut extension if required (dwg BR46/Page B090). valve nut extension if required (dwg BR46/page B090). 4. Two piece cast iron valve box. Standard 8" top section with regular 4. Two piece cast iron valve box. Standard 8" top section with regular base , base section, length to fit, "lug" type cover. 2" brass bushing (MIPT x section, length to fit, "lug" type cover. FIPT. 5. 2" X 1-1/2" hex brass bushing (MIPT x FIPT. 2 each 1-1/2" brass or 5. 2 each 2" brass or bronze nipples 6" length, threaded ends. 2 each bronze nipples 6" length, threaded ends. 2 each 1-1/2"-90' brass or 2"-90' brass or bronze elbows (FIPT x FIPT). bronze elbows (FIPT x FIPT. 6. 2" (MIPT) x compression fitting, Ford C84-66 or equal. 6. 1-1/2" (MIPT) x compression fitting, Ford C84-66 or equal. , 7. 2" soft copper tubing type K or brass nipples (MIPT x MIPT), length to 7. 1-1/2" soft copper tubing type K or brass nipples (MIPT x MIPT), length fit. to fit. 8. 2" threaded brass 90' ell. 8. 1-1/2" threaded brass 90' ell, for Ford L44-77 or equal. 9. 2" Customsetter with by–pass Ford: VBH 86-12B-11-77 (x 17-3/16" 9. 1-1/2" Customsetter with by–pass Ford: VBH 86-12B-11-66 ), McDonald Brass: 30B715WDFF775 or Mueller B-1427-2", with flanged (x 13-3/16"), McDonald Brass: 30B612WDFF665 or Mueller B-1427-1 1/2", ' angle ball valve and padlock wings on inlet, and angle check valve outlet, with flanged angle ball valve and padlock wings on inlet, and angle check ball valve on bypass with padlock wings. Customsetter shall have vertical valve outlet, ball valve on bypass with padlock wings. Customsetter shall inlet and outlet. have vertical inlet and outlet. 10. Rigid meter spreader to be supplied and installed in meter setter by 10. Rigid meter spreader to be supplied and installed in meter setter by contractor. contractor. 11. Water meter shall be supplied and installed by City of Renton upon 11. Water meter shall be supplied and installed by City of Renton upon , payment of all related water meter fee and satisfactory pressure and payment of all related water meter fee and satisfactory pressure and purity tests. purity tests. 17"x30" Plastic meter box equal to Mid–States Plastics, Inc. 12. 17"x30" Plastic meter box equal to Mid–States Plastics, Inc. BCF BCF Series Series MSBCF 1730-18 with 2" thick Ductile iron damond plate cover 12. MSBCF 1730-18 with 2" thick Ductile iron damond plate cover 18"x31" 18"x31" equal to Mid–States Plastics, Inc. MSCBC-1730–R with 1-5/8" equal to Mid–States Plastics, Inc. MSCBC-1730–R with 1-5/8" drilled drilled hole for touchread pit lid, and meter read lid. hole for touchread pit lid. 13. 2" coupling (compression x FIPT) with 2" plug (MIPT), Ford C-14-66 13. 1-1/2" coupling (compression x FIPT) with 1-1/2" plug (MIPT), Ford or equal. The property owner is responsible for any necessary C-14-66 or equal. The property owner is responsible for any necessary adaptation or extension of water service. adaptation or extension of water service. 1-1/2 & 2 DOMESTIC AND IRRIGATION NOTE: WATER SERVICE DETAIL LOCATED IN PLANTING STRIP ALL METER BOXES INSTALLED IN CONCRETE OR PAVED DRIVEWAYS SHALL BE CAST–IRON EQUAL TO OLYMPIC BETWEEN CURB & SIDEWALK FOUNDARY. y ADOPTED CITY OF RENTON } EXPANSION JOINTS MUST BE INSTALLED 12" MINIMUM ON BOTH + + SIDES OF METER BOX. A $ STANDARD PLANS N T O IST DATE:04/04 DATE REVISION BY APPR' DWG. NAME: BR42 SP PAGE: 8107.1 F C> r, s CG AW o° w Cc o�n< I A z °p Cl. J W0N ir _ O 0 Z m a C i A F- E, o 3 CNmL m-� c O ouc - �-- LL L aE c 3 c C UD U '�° W • `�� Q z c v 2 V �r 0. _ Q _ f 1 f c 3D CL nD o- 7VD -Nn<°.n NCO y C �,W 22 ? N L 0 0 0 0 0 N O D C Om C L m r� O.0 m d; 5 2 ¢ �.°-�a°mom 0 z a �� o 0 o 0 0 WS5C 9 a: E 70 to O v N CT T D L w N c y W ¢ C 7 N�pp 0�L O C _O ° `p m ` J y c E 75 L o�nm o Q Gdm O. CEi� 0000- N N C L p O r L O d c N C W e =m c o c- E cc H O L O Cc C O L W O+ �„� u - a C,) _E A U " J o N c rJ` s m v� LL o N o o c Loos Q O �WVa d°a ��yL a D � v� ZW C U — U D O C O O O n O YOi d L 7 N N y c U m Q Q DLC o ytU\ LooB J QNQ L �3 cNw3 3 N U d a W ' d c J a 7 ¢U c o, oD.c x Q "u U� 3Z 6 o L 0y O m 7 y U E Z,n E O 3 O y N O_i U L N A a OD U H a°O¢ o a am J >mz °p-� UN fl N rnv V V=> m L D m t ° c OD 7 C C O T d . W L O O 3 D O u C d m a D h .0 m y cc m O \ n- m - _ W - cl > c " V mL gt fj m C Q d cD O �?"O Ow CAD Nn OL D ;N ma D E L m O. O U D Q 7 3 � to EEE c v m °moo ° E-NCon L' N " E ca c�O Now ccv McLi cLi cLio c�o V LE 8 0� O ° a g '° mco` mc" a E a_ mNE o pc m ' S - a c c C. c E c o o 3 `o' o REq� AD cn w _�O L C R 8 7 01 L O p L $ 0-,E 3 0 U n V D C L D `D.2 d y E " L L C G d O V ' O G O D P T O D i m e L a �$ a mg �8 E� 2 „o� � `=l N E� = I m; Z cy m 7p o d' a m Z C O O D O O f D O $ n 7l L LL �L C y N C ' Q uwi c m o y m Q Qn 7 ip 8H i�0 m A U N CL.0 C p nW o"D oT iU Ee Ly�a tCO�=S m L u"E" D o 11 � O d V c N C g V C E ' E E c1 � 0. o n a L 7 L L m o O q v V ” m- 0o LLU °�' F' UL H NH lo Q - 2 (TYP) 2 (TYP) A DRIVEWAY OR ALLEY SEE \ \ ZONING CODE FOR FOR MAX & MIN WIDTHS , 6' MIN ALTERNATE 1 >' / / 10" COMMERCIAL ZONE m 2 (T,P) Yo SIDEWALK AND 6" RESIDENTIAL ZONE PLANTER STRIP ¢a U mQ 1' �18„ CURB AND GUTTER SHOWN HOWEVER, OTHER CURBS MAY BE SEE DETAIL "A" USED. (SEE STANDARD PLANS) , SECTION A-A 2 (TYP) - - i 2 / A \ \ TJa 1 , / I ALTERNATE 2 A/li SIDEWALK NEXT TO CURB 10" COMMERCIAL ZONE ' (NO PLANTER STRIP) 6" RESIDENTIAL ZONE THICKENED BASE OF CURB & GUTTER TO MATCH APPROACH THICKNESS ON COMMERCIAL APPROACHES. (TYP) ' 6" JOINT 3 16" SCORE LINE NOTES: ' 1. DUMMY JOINTS SHALL BE PLACED NOT TO EXCEED 15' C/C NOR LESS THAN 10' C/C. THEY SHALL NOT BE LESS THAN 3/16" IN THICKNESS AND SHALL BE 2-1/4" DEEP. 2. 1/2" THRU JOINTS SHALL BE PLACED AT BACK, SIDES AND FRONT (BEHIND CURB) OF --18"--� APPROACH, AND IN CURB/GUTTER TO DUMMY JOINTS. 3. CEMENT CONCRETE SHALL BE CLASS 3000 AIR ENTRAINED. DETAIL A to 4. ALL JOINTS SHALL BE CLEANED AND EDGED. APPROACH WITH 5. APPROACH SHALL NOT BE POURED INTEGRAL WITH CURB AND GUTTER, BUT MAY BE MONOLITHIC CURB POURED INTEGRAL WITH STANDARD CURB (SEE DETAIL "A"). SEE NOTE 5 6. SUBGRADE COMPACTION SHALL BE 95% MODIFIED PROCTOR. 7. APPROACH CENTERLINE TO MATCH THE DRIVEWAY/ALLEY CENTERLINE. THE APPROACH WIDTH WILL BE 10' WIDER THAN THE DRIVEWAY/ ALLEY WIDTH. 8. NEW DRIVEWAY CONSTRUCTION CAN BE ACCOMPLISHED USING EITHER OF TWO CRITERIA FOR DEPTH OF CONCRETE AT THE CURB. THIS SECTION OF THE DRIVEWAY CAN BE CONSTRUCTED WITH A MINIMUM DEPTH OF 10" OF CONCRETE AT THE CURB OR A MINIMUM OF CEMENT CONCETE APPROACH 6" OF CONCRETE AT THE CURB WITH A MINIMUM OF TWO (2) #4 REBAR SECTIONS PLACED WITHIN THE DRIVEWAY PORTION OF THE CURB. FOR DRIVEWAYS AND ALLEYS GtiCY p� ADOPTED CITY OF RENTON ♦ f STANDARD PLANS T O� LST DATE: 12/96 07/07/03 Added note B. DJE 110/22/961 Edited graphics, text. Added note 7. DCV DRT DATE REVISION BY PPR'D DWG. NAME: FR01 N SP PAGE: F006 1r s 1/2"X4" EXPANSION MATERIAL 1/4"R AT JOINTS irr nGUTTER 1/2"X4" EXPANSION MATERIAL CEM. CONC. CURB AND GUTTER 1/4"R AT JOINTS A SCORE AL A W TO CUi '+ W Aw 1MATERIAL 1SCO RE LINES do B B "W"-WIDTH OF SIDEWALK do ---- aI +/ i 1/2"X5" EXPANSION 1/4"/FT. SLOPE ONLY CURB RETURN dw 1/2°R 1/4"/FT. SLOPE 1/2"R 4„ 1/2"R PAVEMENT AS PER PLANS • r 4" 1 PAVEMENT AS PER PLANS J// STANDARD CEM. CONC. PARKWAY STANDARD CEM. do CURB AND GUTTER GUTTER CURB AND GUTTER SECTION A-A SECTION B-B r SEE SHEET 2.5.1 FOR ROADWAY DEVELOPMENT STANDARDS r, GENERAL NOTES: SPECIAL NOTE: JOINTS: DUMMY JOINTS SHALL BE PLACED NOT TO EXCEED 15' C/C NOR LESS THAN 10' SIDEWALK REPLACEMENT FOR THIS PROJECT WALL BE PER THIS DETAIL WHERE THERE IS C/C. THEY SHALL NOT BE LESS THAN 3/16" IN THICKNESS AND SHALL BE EXTENDED 2" DECORATIVE BRICK IN THE EXISTING SIDEWALK, THEY WALL NOT BE REPLACED. BELOW THE GUTTER LINE. 1/2" THRU JOINTS SHALL BE PLACED AT ALL COLD JOINTS AS DIRECTED BY ENGINEER AND SHALL EXTEND 1' BELOW CONCRETE. PRIOR TO THE REPLACEMENT OF THE SIDEWALK, THE ENGINEER WILL WALK THE SITE i WATH THE CONTRACTOR TO LAY OUT THE SCOPE OF THE SIDEWALK REPLACEMENT. WHERE THE SIDEWALK IS TO BE PLACED AGAINST THE CURB AND GUTTER, THE JOINT PAY LIMITS FOR SIDEWALK REPLACEMENT SHALL BE TO THE NEAREST COLD JOINT OR SHALL BE A COLD JOINT. 1/2"X 5" EXPANSION MATERIAL SHALL BE PLACED FROM P.C.'S DUMMY JOINT OR AS DIRECTED BY THE ENGINEER. WHEN BRICKS ARE WITHIN OR TO P.T.'S AT ALL CURB RETURNS. 1/2"X4" EXPANSION MATERIAL SHALL BE PLACED AT ADJACENT TO THE WORK ZONE, THE ENGINEER WILL SELECT AN APPROPRIATE WORK EVERY FOURTH SIDEWALK PANEL LIMIT. THE CONCRETE MIX FOR SIDEWALKS SHALL CONFORM TO THE REQUIREMENTS OF CLASS 4w B (3/4") WITH AIR ENTRAINMENT. DAMAGE OUTSIDE OF THE WORK LIMIT SHALL BE REPLACED AT THE CONTRACTOR'S COST THE CONCRETE SHALL HAVE A BROOM FINISH WITH ALL EDGES HAVING A 2 1/2- UNLESS APPROVED BY THE ENGINEER. TOOLED FINISH. SUBGRADE COMPACTION SHALL BE 90%(MODIFIED PROCTOR). TYPICAL SIDEWALK Y p� ADOPTED CITY OF RENTON —_ _ STANDARD PLANS N T O LST DATE: 12/96 DATE REVISION BY IAPPR'D DWG. NAME: FR-02A SP PAGE: F007A Its or r EXISTING ASPHALT 1.0'* NEW CURB PAVEMENT —MIN. & GUTTER s SAWCUT a a. a a d d d ° e d � e C — e d, ARTERIAL STREET MINIMUM 3" CLASS "B" A.C. 4" A.T.B. 6" CRUSHED ROCK if1 RESIDENTIAL STREET MINIMUM 'sh 4" CLASS "B" A.C. 6" CRUSHED ROCK CURB & GUTTER REPLACEMENT DETAIL NOTES: �Y o ADOPTED MUST MATCH EXISTING THICKNESS IF GREATER. + + CTTY OF RENTON * OR 1.0' BEYOND EDGE OF DAMAGED PAVEMENT -R STANDARD PLANS N Z O LST DATE: 12/96 DATE REVISION BY PPR D DWG. NAME: FR05 SP PAGE: F008 so CENTER LINES • ® • • • • • • • • • ® • • • • • • • a � 4" • 3 • • • • • • • • •�• • • • • • 0-r 30' 4" YELLOW TYPE '1' LINE MARKERS DOUBLE YELLOW CENTER LINE 4" YELLOW TYPE 'Ild' LINE MARKERS (REFL.) • • • • • • 9' 15 3' 4" YELLOW TYPE 'I' LINE MARKERS SINGLE SKIP YELLOW CENTER LINE 4" YELLOW TYPE 'Ild' LINE MARKERS (REFL.) TWO-WAY LEFT TURN LANE • • ® • • • • • • • • • • • • • • • m 12' 4" YELLOW TYPE 'Ild' LINE MARKERS (REEL.) ` 4" YELLOW TYPE 'I' LINE MARKERS ® • • • • • • • ® • • • • • • • • • • • • • • • • • • ® • • • NUMBER OF 2-WAY LEFT TURN ARROWS SPEED LIMIT 25 MPH ----- 200' O.C. SPEED LIMIT 30-35 MPH -- 250' O.C. SPEED LIMIT 40-45 MPH -- 300' O.C. CHANNELIZATION MARKERS DETAIL �tiSY p� ADOPTED CITY OF RENTON STANDARD PLANS LST DATE: 10/30/96 DATE REVISION BY APPR'D DWG. NAME: HR-01 SP PAGE: HO01 APPROACH LINE 1 t t t t t t 0 t t t t t t t ® t u 8" 24' 4" WHITE TYPE 'I' LINE MARKERS ' 4" WHITE TYPE 'Ile' LINE MARKERS (REFL.) NUMBER AND LOCATIONS OF ARROWS ' � APPROACH LINE LENGTH ARROW LOCATIONS 0R ' 20'-50' 1 ARROW (20' BACK FROM CROSSWALK OR STOP BAR) 50'-125' 2 ARROWS(20' BACK & END OF APPROACH LINE) 125-300' 3 ARROWS(20' BACK, MIDWAY & END OF LINE) ARROWS ' OVER 300' AT 100' INTERVALS SKIP APPROACH LINE , 9' 15' 3' 4" WHITE TYPE 'I' LINE MARKERS ' 4" WHITE TYPE 'Ile' LINE MARKERS (REEL.) , LANE LINE t 4" :9, 15' 3' 4" WHITE TYPE 'I' LINE MARKERS 4" WHITE TYPE 'Ile' LINE MARKERS (REFL.) CHANNELIZATION MAKERS DETAIL GtiZY p� ADOPTED CITY OF RENTON f i f STANDARD PLANS LST DATE: 10/30/96 DATE REVISION BY PPR'D DWG. 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