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HomeMy WebLinkAboutWTR2700774(3) - 1 m BEGINNING OF FILE CITY OF RENTON BID PROPOSiL AND SPECIFICATIONS INDEX Title Page Index Scope of Work Vicinity Map Call for Bids Instructions to Bidders Summary of Fair Practices/City of Renton *Certification by Proposed Contractor/Sub-contractor/Supplier/Ref. EEO (MBE/WMBE) Minority and Women's Business Enterprise Participation •Certification of EEO •Certification of Bidder's Affirmative Action Plan *Non-Collusion Affidavit •Certification Re. Assignment of Antitrust claims to Purchaser 'Minimum Wage Form •Bid Bond Form *Proposal *Schedule of Prices Bond to the City of Renton Contract Agreement (other than Federal Aid, FHWA) EEO Compliance Sample Form and instructions Environmenta, Regulation Listing Hourly Minimum Wage Rates Special Provisions •Technical Specifications Standard Details Proiect Plans Documents marked • above must be executed by the Contractor, President and Vice-President or Secretary if Corporation by-laws permit. All pages must be signed, In event another person has been duly authorized to execute contracts, a copy of the corporation minutes establishing this authority must be attached to he Bid Document. City of Penton Public Works Department Renton, Washington 98055 Re-run JOB ORDER Offset New form Copier Dept .C Phone # 3 Ordered By — Date In !_ o�s �c Due IG �L 8 54 OUANiITY SIZE DESCRIPTION tYpe of paper,F&B,carbonle s e 5 � Artwork: pr of initial Press: Ink• ON as is 1 side Q Black Q Lai.-out needed 2 sides Color Q Final OK perforate [� punch Q number L] Bindery: _ Trim to finish size x _ Fold Pad Fan-apart Therm-e-hind (hot glue) _ Staple Spiral Bind _ Acco fastener Special Instructions: AWARDED Contract No. CAG our TO Ir � UTILITY ENGINEERING I BID PROPOSAL AND SPECIFICATIONS FOR WATER PROJECT NO. 774 1211 WATERMAIN INSTALLATION GRANT AVE. SOUTH - S. 7TH ST. TO S. 9TH ST. AND SOUTH 7TH ST. - RENTON AVE. S. TO GRANT AVE. S. CITY OF RENTON PUBLIC WORKS DEPARTMENT MUNICIPAL BUILDING, 200 MILL AVE. S RENTON. WASH. 98055 • 12061 275-2631 CITY OF RENTON BID PROPOSAL AND SPECIFICATIONS WATER PROJECT NO. W - 774 J.UU Summary of Fair Practices/Affirmative Action Program, City of Renton Scope of Work Vicinity Map Instructions to bidder Call i-r Bids *Certification by Proposed Contractor/Subcontractor/Supplier/ref . EEO •Certification of EEO Report *Minority and Womens Business Enterprise Participation *Certification of Bidder 's Affirmative Action Plan *Non-Collusion Affida� lt *Certification re: Assignment of Artitrust Claims to Purchaser *Minimum Wage Form *Bid Bond Form *Proposal *Schedule of Prices Bond to the City of Renton Contract Agreement EEO Compliance Report Sample Form and Instructions Environmental Regulation Llsting Hourly Minimum Wage Rates Special Provisions Technical Provisions Detail Sheets/Standard Documents mai-ked * above 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 con' racts, a copy of the corporation minutes establishing this authority must be attached to the bid document. CITY OF RENTON Public Works Dept. Renton Washington 98055 EXHIBIT "A" CITY OF RENTON SUMMARY OF FAIR PRACTICES POLICY ADOPTED BY RESOLUTION 110. 2340 The policy of the City of Renton ie to promote and afford equal treatment and service to all citi acne and to assure equal employ- ment opportunity to all persons regardless of race; are ed; ooiar; ethnicity; national origin; sex; the presence of a non-,lob-related Physical, sensory, or mentaZ handicap; age; or marital statue. This policy shall be based on the principles of equal employment opportunity and affirmative action guidelines as set forth in federal, state and local .awe. All departments of the City of Renton shall adhere to the following guidelines: (1) EMPLOYMENT PRACTICES - All activities relating to employ- ment auc ¢e recruitment, ae Zection, promotion, termination and training shall be conducted tin a non-diacriminatory manner. Personnel decisions will be based on individual performano0t staffing requirementa, and in accordance with governing Civil Service Laws and the agreement between the City of Renton and the Washington State Council of County and City Employees. (2) COOPERATION WITH HUMAN RIGHTS ORGANIZATIONS - The City of enton wt c aaopera to u y wet a . organizations and commissions organised to promote fair practice and equal opportunity in employment. (3) AFFIRMATIVE ACTION PROGRAM - The City of Renton Affirmative Ac tt on Program wtc a maintained to facilitate equitable representation within the City workforce and to assure equal employment opportunity to all. It shall be the •apnneibitity and duty of all City officials and empZoyeee to carry out the policies, guidelines and corrective measures as set forth by this program. Corrective employment programs may be established by the Mayor on the recommendation of an Affirmative Action Committee for those departments in which a protested class of employees is under-represented. (4) CONTRACTORS' OBLIGATION - Contractors, subcontractors and supp sere conducting busine80 with the City of Renton shall affirm and subscribe to the Fair Practices and ,von- Discrimination policies sat forth by law and in the Affirmative Action Program. Covies of this policy shall be distributed to all City employees, shall appear in all opperationaZ documentatic4 of the City, including bid calls, and shalt be prominently displayed in appropriate City facilities. CONCURRED IN by the City Council of the City of Renton, Washington, this tad day of June 2960. �CCITY OF RENTTON. REENNTTOON CITY COUNCIL: Ml1rV Mayor Council President Attest: Issued: July 10, 1972 /�N ! �/ Revised: February 9, 1976 ty Cler y Revised: June 2, 1980 CITY OF RENION Water Project No. 774 12" Watermain Installation Grant Ave. South from S. 7th St. to S. 9th St. and S. 7th St. from Renton Ave. S. to grant Ave. S. SCOPE OF WORK. The work involved under the terms of this contract shall be the complete installation, testing and sterilization of a 12" watermain extension which will run north on Grant Avenue South, from a tie-in point approximately 70 feet north of the centerline of South 9th Street to South 7th Street, then westerly along South 7th Street to Renton Avenue South as shown on the project plans and ;pecifications. The work shall include, but is not limited to, excavation, backfill and compaction and installation of approximately 960 lineal feet of 12-inch diameter, 66 lineal feet oa 8-inch diameter and 60 lineal feet of 6-inch watermain. All watermain pipe shall be ductile iron, class 52. The work shall include all fittings, valves, sleeves, reducers, blow-off assemblies, concrete thrust blocks, connections to the existing system and complete res- trration of all surfaces and existing underground utilities. All contractors participating in the work on this project shall comply with all Federal, State, County and City codes or regulations applicable to such work and in conformance with the plans and specifications. t LAKE .4 Pt I t r . "r .✓ �. �` , ..d .� � , � -f ' , / �r i , 77 IM011tM,N W. •yy i .a D�� .� • w ,S 4 .• . ���ts• "1 ���'.� w_a�iwe, •r •� .°"+tw' t �� r�ae�•e .. !lilt w _ r CNMNEII �� t ,r�a � SY'i �• "s' �.<:B. 9, .O E110E�\ 1 •t = •�q• r " r w`0° Y M � Sa.wR „ •r r a,.. �na.a.nen . r -57 TE !r 11 s .. 1 AA S\l.IWp VICINITY MAP `~ 1 cir o �N, Y FRENToN INSTRUCTIONS TO BIDDERS I . Sealed bids for this proposal will be received by the City of Renton at the office of the Renton City Clerk, Renton City Hall, until 2:30 o'clock p.m. , on the date specified in the Call for Bids. At this time the bids will be publicly opened and read, after which he bids will be considered and the award made as early as practicable. No proposal may be changed or withdrawn after the time set for receiving bids. Proposals shall be submitted on the forms attached hereto. 2. The work to be done is shown on the plans. Quantities are understood to be only approximate. Final payment will be based on field measurement of actual quantities and at the unit price bid. The City reserves the right to add or to eliminate portions of that work as deemed necessary. 3. Plans may be examined and copies obtained at the Public Works Department Office. Bidders shall satisfy themselves as to the local conditions by inspection of the site. 4. The bid price for any item must include the performance of all work necessary for completion of that item as described in the specifications. 5. The bid price shall be stated in terms of the units indicated and as to a total amount. In the event of errors, the unit price bid gill govern. Illegible figures will invalidate the bid. 6. The right is reserved to reject any and/or all bids and to waive inform- alities if it is deemed advantageous to the City to do so. 7. A certified check or satisfactory bid bond made payable without reservation to the Director of Finance of the City of Renton in an amount not less than St of the total amount of the bid shall accompanv each bid proposal . Checks will be returned to unsuccessful bidders immediately following the decision as to award of contract. The check of the successful bidder will be returned provided he enters into a contract and furnishes a satisfactory performance bond covering the full amount of the work within ten days after receipt of notice of intention to award contract. Should he fail , or refuse to do so, the check shall be forfeited to the City of Renton as liquidated damage for such failure. 8. All bids must be self-explanatory. No opportunity will be offered for oral explanation except as the City may request further information on particular points. 9. The bidder shall, upon .equest, furnish informa Lion to the City as to his financial and practical ability to satisfactorily perform the work. 10. Payment for this work will be made in Cash Warrants. Rev. M 5/81 City of Renton ail for Bid WATER PROJECT NO. W - 774 Grant Ave. So. and So. 7th St. Sealed bids will be received until 2:30 p.m. , the City Clerkts office and will be opened and publicly read In the 4that floor conference room, Renton Municipal Building, 200 Mill Ave. South. The work to be performed within 25 working days from the date of commencement under this contract shall include , but not be limited to! Installation of 65 L .F. - 6", 65 L .F. - 8", and 960 L .F . - 12" water main, 2 - fire hydrants, 7 - valves, appurtenances and complete restoration as set forth in the design drawings and specifications The City reserves the right to reject any and/or all bids and to waive any and/or all Informalities . Approved plans ano specifications and form of contract documents may be obtained at the Public Works Department office at the Renton Municipal Building for a deposit of S 35.00 each set plus S 5.00 to cover postage, if malled. The deposit will be refunded upon return of the Plans and Specifications In good condition within thirty days after bid open I ng . The mailing charge will not be refunded. A certified check or bid bond In the amount of five percent (5%) of the total amount of each bid must accompany each bid . The City's Fair Practices and Non-Discrimination Policies shall apply. City Clerk Published: Record Chronicle: October 17 d 24. 1984 Dally Journal of Commerce: October 16 d 23, 1984 CERTIFICATION BY PROPOSED CONTRACTOR, SUBCONTRACTOR AND SUPPLIER REGARDINU EQUAL SMPLOYMERr OPPORTUNITY Name o rime Contractor INSTRUCTIONS This certification is required pursuant to Federal Executive Order 1124b. The implementing rules and regulations provide that any bidde- or prospective coot rector, or any of their proposed subcontractors and suppliers, shall state as an initial part of the bid or negotiations of the contract whether it has participated in any previous contract or subcontract Subject to the equal opportunity clause; and, if so, whether it has filed all compliance reports due under applicable instructions. The City has heretofore adopted Resolution 2340 under date of June 2, 198C, amending a 'Fair Practices Policy," as implemented by an "Affirmative Action Program" therein amerdinq the policy of the City of Renton to promote and afford equal treatment and service to all citizens and to asrure equal employment opportunity based on ability and fitness to all persons regardless of race; creed; color; ethnicity, national origin: sex; the presence of a non-job-related physical, sensory or mental handicap; age or marital status. This policy shall likewise apply to all contractors, subcontractors and suppliers conducting business with the City of Renton who in turn shall affirm and subscribe to said practices and policies. The aforementioned provisions shall not apply to contracts or subcontracts for standard commercial suppliers or raw materials or firms or organizations with less than eight employees Or contracts of less than $10,000 business per annum with the City. When the Contractor/Swcontrec'or/Supplier (hereinafter referred to as the bntrLct0r) is required by the City of Renton to submit an Affirmative Action Plan, the minimum acceptable preeentage of minority employment will be that parcent„ge which is currently listed in 'Appendix I" (City of Renton Goals and Timetables) in the published City of Renton Affirmative Action Proorem, i.e. 9.1P. This Program is available for review at the Municipal Building. The undersi,Tned contractor therefore covenants, stipulates and agrees that during the performance of this contract he will not discriminate against any person in hiring, promoting, discharging, comoer- satino or any other term or condition of employment, by reasor of such person's status, reference the 11) categories listed in para. 2 above. Contractor further agrees that he will take affi rmat'.ve and continuous action to insure full compliance with such policy and - ogram in all respects; it beina strictly understood and agreed that failure to comply with any of th .arms of said provisions shall be and constitute a material breach of this contract. Contractor shall, upon request and/or as soon as possible thereafter, furnish unto the City any and all information and reports required by the City to determine whether full compliance has been made by the contractor with said policy and program and contractor will permit access to his books, records and accounts by the City for the purpose of investigation to ascertain such compliance. Contractor further acknowledges that he has received A true and complete copy o: the City's "Fair Practices Policy." ontract autl teak on um r CERTIFICATION BY; CONTRACTOR _ or SUBCONTRACTOR or SUPPLIER NAME: ADDRESS: REPRESENTATIVES:TITLE: V___ PHONE: _ 1. Contractor/Subcontractor/Supplier has participated in a previous contract or subcontract subject to the Equal Opportunity Clause: _you _No 2. Compliance reports were required to be filed in corosetion with such contract or subcontract; _Yes ,No 3. Contractor/Subcontractor/Supplier has filed all compliance reports due under applicable instructionsT _Yes _NO 4. If answer to item 3 is "No". please explain in detail on reverse side Of this certification. CERTIFICATl ONt The information above is true and complete to the best of my knowledge and belief. Name ind Title of Signer p ease type or print) —�l gnat ure ate Reviewed by City Authority: Dot,: v. 1'11.'83 CERTIFICATION OF EQUAL EMPLOYMENT OPPORTUNITY REPORT Certification with regard to the Performance of Previous Contracts or Sub- contracts subject to the Equal Opportunity Clause and the filing of Required Rel -ts. The bidder , proposed subcontractor , hereby certifies that he has has not participated in a previous contract or subcontract subject to tie equal opportunity clause, as required by Executive Orders 10925, 11114 or 11246, and that he has has not , filed with the Joint Reporting Committee the Director _oT-The Of ice _oTTederal Contract Compliance, a Federal Government contract'ng or administering agency, or the former President's Committee on Equal Employment Opportunity, all reports due under the applicable filing requirements. Compan. ) By: title Date: Note: The above certificatiot is required by the Equal Employment opportunity Regulations of the Secretary cf Labor (41 CFR 60-1.7 (b) (1), and must be submitted by bidders and proposed subcontractors only in connection with contracts and subcontracts which are subject to the equal opportunity clause. Contracts and subcontracts which are exempt from the equal opportunity clause are set forth in 41 CFR 60-1.5. (Generally only contracts or subcontracts of $10,000 or under are exempt.) Currently, Standard Form 100 (EEO-1) is the only report required by the Executive Orders or their implementing regulations. Proposed prime contractors and subcontractors who have participated in a previous contract or subcontract subject to the Executive Orders ai,d have not filed the required reports should note that 41 CFR 60-1.7 (b) (i) prevents the award of contracts and subcontracts unless such contractor submits a report covering the deliquent period or such other period specified by the Federal Highways Administration or by the Director, Office of Federal Contract Compliance, U.S. Department of Labor. E I Rev. 4183 PUBLIC WORK OR IMPROVEMENT PARTICIPATION CERTIFICATION: REF. RCW 35.22.650 CONTRACTS EXCEEDING $10,000 (OR $15 000 FOR WATERMAIN CONSTRUCTION) MINORITY BUSINESS ENTERPRISES (MBE) and WOMENS' MINORITY BUSINESS ENTERPRISES (WMBE) (BUSINESSES OWNED AND OPERArED BY WOMEN) Contractor agrees that he shall actively solicit the employment of minority group members. Contractor further agrees that he shall actively solicit bids for the subcontracting of goods or services from qualified minority businesses. Contractor shall furnish evidence of his compliance with these requirements of minority employment and solicitation. Contractor further agrees to consider the grant of subcontractors to said minority bidders on the basis of substantially equal proposals in the light most favorable to said minority businesses. The contractor shall be required to submit evidence of compliance with this section as part of the bid. As used in this section, the term '�ninority business" means a business at least fifty—one percent of which is owned by minority group members. Minority group members include, but are not limited to blacks, women, native Americans, Orientals, Eskimos, Aleuts and Spanish Americans, The City wi4 consider sworn affidavits presented by subcontractors in advance of contract award as one means of establishing minority status in accordance with criteria cited above. To be eligible for award of this contract, the bidder must execute and submit, as a part of the bid, the following certification which will be deemed a part of the resulting contract. A bidder's failure to submit this certification or submission of a false certification shall render his bid nonresponsive. MINORITY BUSINESS ENTERPRISE CERTIFICATION Certifies that: Name of Bidder (a) it (does) (does not) intend to sublet a portion of the contract work and (has) (has not) taken affirmative action to seek out and consider minority business enterprises as potential subcontractors. (b) the contacts made with potential minority business enterprise subcontractors and the results thereof are listed below, Indicate whether MBE or WMBE and identify minority group. (If necessary, use additional sheet.) MBE Min. Gr. WMBE 1. ❑ ❑ (Name of Firm, Bid item, Results of Contacts) 2. ❑ ❑ 3. ❑ ❑ L. — ❑ ❑ 5. ❑ ❑ Mt./Ms, has been designated as the liaison officer for the administration �f the minority business enterprise program for this firm. CERTIFICAT ION OF BIDDERS AFFIRMATIVE HCTION PLAN Bidder is to indicate by check-mark which of the following statements pertains to this bid package, and is to sign the certification for that specific statement: a) It is hereby certified that the bidder is exempt from the City's ltfirmative Action Plan requirements because: "Average annual employment level is less than eight permanent employees, and the total contract amount with the City during the current year is less than $10,000." Company Date BY: _ fit le OR b) It is hereby certified that an approved Affirmative Action Plan is on file with the City of Renton, and that said Plan specifies goals and timetables which are valid for the current calendar year. Company Date BY: Title OR c) It is hereby certified that an Affirmative Action Plan is supplied with this Bid Package. Said Plan will be subject to review and approval by the City as a prerequisite to the contract award, and it includes: l) Present utilization of minorities and females by job classification, 2) Goals and Timetables of Minority and Female Utilization, and 3) Specific Affirmative Action Steps directed at increasing Minority and Female Utilization. Cumpany Date BY: _ Title OR d) It is hereby certified that an Affirmative Action Plan will be supplied to the City of Renton within five (5) working days of receipt of notification of low-bidder status. Said Plan will be subject to review and approval by the City as a prerequisite to the contract award, and it will include: 1) Present utilization of Minorities and Females by Job Classification, 2) Goals and Timetables of Minority and Female Utilization, and 3) Specific Affirmative Action steps directed at increasing Minority and Female Utilization. Company Date BY: Rev. 9/9/75 Title NON-COLLUSION AFFIDAVIT STATE OF WASHINGTON ) SS COUNTY OF ) 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 induc,d 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. SIGN HERE: Subscribed and sworn before me this day of 19 Notary Public in and for the State of residing at therein. A CERTIFICATION RE: ASSIGNMENT OF ANTITRUST CLAIMS TO PURCHASER TO THE CITY OF RENTON RENTON, WASHINGTON: Vendor and purchaser recognize that in actual economic practice overcharges resulting from antitrust violations are in fact usually borne by the purchaser•. Therefore, vendor hereby assigns to purchaser any and all claims for such overcharges as to goods and materials purchased in connection with this order or contract, except as to overcharges resulting from antitrust 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 each of his suppliers and subcontractors shall assign any and all such claims to purchaser, subject to the aforementioned exception. ame o rc ect ame o Br er s irm Signature of Authorize Representative of Br der — Date M MINIMUM WAGE AFFIDAVIT FORM City of Renton ss COUNTY OF 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 th?n the minimum rate of wages as specified in the principal contract; that I have read the above and foregoing statement and certificate, know the contents thereof and the substance as set forth, therein is true to my knowledge and belief. C�N—T CR7j TOR Subscribed and sworn to before me on this _ _ day of 19 Notary P u b 1 is in an or t e State of Washington Residing at BID BOND FORM Herewith find deposit in the form of a certified check, cashier's check, cash, or bid bond in the amount of $ which amount is not less than five percent or the total bid. Sign Here BID BOND Know All Men By These Presents: That we, as Principal , and as Surety, are held and firmly bound unto the City of Renton, as Obligee, in the penal sum of Dollars, for the payment of which the Principal and the Surety bind themselves, their heirs, executors, administrators, successors and assigns, jointly and severally, by these presents. The condition of this obligation is such that if the Obligee shall make any award to the Principal for according to the terms of the proposal or bid made by the Principal therefor, and the Principal shall duly make and enter into a contract with the Obligee in accordance with the terms of said proposal or bid and award and shall give bond for the faithful performance thereof, with Surety or Sureties approved by the Obligee; or if the Principal shall , incase of failure to do so, pay and forfeit to the Obligee the penal amount of the deposit specified in the call for bids, then this obligation shall be null and void; otherwise it shall be and remain in full force and effect and the Surety shall forthwith pay and forfeit to the Obligee, as penalty and liquidated damages, the amount of this bond. SIGNED, SEALED AND DATED THIS DAY OF 19 Principal Surety 19 Received return of deposit in the sum of $ PROPOSAL TO THE CITY OF RENTON RENTON, WASHINGTON Gentlemen: The undersigned hereby certif_ that _ has examined the site of the proposed work and ha_ read and thoroughly understand_ the plans, specifications and contract governing the work embraced in this improvement, and the method by which aayment will tie 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.) Signature Address Names of Members of Partnership: OR Name of President of Corporation Name of Secretary of Corporation Corporation Organized under the laws of With Main Office in State of Washington at Grant Ave. S. - S. 7th to S. 9th St. S. 7th St. - Renton Ave. S. to Grant Ave. So. SCHEDULE OF PRICES WATER PROJECT P 774 (Note; Unit prices for all items, all extensions any total amount of bid must be shown. Show unit prices in both words and figures and where conflict occurs the written or typed words shall pravail.) ITEM APPROX. ITEM WITH UNIT PRICED BID UNIT PRICE AMOUNT NO. C)UANTITY (unit prices to be written in, words DOLLARS CTS. DOLLARS CTS. k 1 . 56 L.F. 6" Cl . 52, D.I. Pipe (Meth. Joints) and Fittings Complete $ _ Per Imo-_ (Words) Figures) — 2. 62 L.F. 8" Cl . 52, D.I. Pipe (Meth. Joints) and Fittings Complp;e Per T.F.--------- -- --_.. 3. 9F^ !.F. 12" Cl . 52, D.I . Pipe (Tyton Joint) and Fittings Complete Per `lam.-------- ------- ---- 4. 3 Ea. 6" Gate Valve Assembly With Cast Iron Valve Box $ Per Each ---_-- -- - ---- 5. 2 Ea. 8" Gate Valve Assembly With Cast Iron Valve Box $ Ger Each ------------------- -- -- 6. 2 Ea. 12" Gate Valve Assembly With Gate Valve Vault Per Each 7. 8 C.Y. Furnish Concrete and Construct 17 Concrete Thrust Blocks Per C.Y. 8. 2 Ea. Corey Type Fire Hydrant Complete With Shackle Assembly (5"MVO) Per Fach 9. 2 Ea. Temporary Blow-off Assembly on 8" Pipe $ --- — -— Per Each 10, 1 Ea. Temporary Blow-off Assembly on 12" P-1pe $ I Per Each— - --�— Grant Ave. S. - S. 7th to S. 9th St. S. 7th St. - Renton Ave. S. to Grant Ave. So. SCHEDULE OF PRICES WATER PROJECT 5774 (Vote; Unit prices for all items, all extensions and total amounr of bid must be shown. Show unit prices in both words and figures and where conflict occurs the written or typed words shall prevaii.) ITEM APPROX. ITEM WITH UNIT PRICED BID U[ IT PRICE AMOUNT NO. QUANTITY (Unit Prices to be Written in Words) DOLLARS CTS. DOLLARS 'PS. 11 . 14 Ea. New Service Connections from Existing Meters to New Watermain Per each--- - ----- 1orTS — -- 12. 500 TONS Imported Bedding or Backfill (Bank Run Material) Per u-T n—" —'- — 13. 30 TONS 5/8" Minus Crushed Rock --------------- Per Ton ----------- --- --- 14. 165 S.Y. Asphalt Concrete Pavement Removal & Restoration Per S.V. ---------- --------- - 15. 4 S.Y. Portland Cement Concrete, Removal & Restoration $ Per'S.Y. ----- --- — 16. 4 L.Y. Rock Excavation Per C.Y. -- 17. L.S. Landscape Restoration $ Per 18. 20 Ea. Hill Holders $ Per�-a�------------ -- - 19. L.S. Construction Staking $ Per L.S. `------ ---- - Subtotal 8.11, Sales Tax TOTAL SCHEDULE OF PRICES (Note: Unit przces for all atams, all estensicns and total amount of Did must be shown. Show unit prices in Mtn words and figure+ 17 and where conflic_ 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 wordsj DOLLARS CTS. DOLLARS CTS. THE ERSIGNED BIDDER HEREBY AGREES TO START CONSTRUC ION WORK 0 THIS PROJECT, I AWARDS HIM, NO LAI ER THAN TEN (10) DAYS AFTER FINAL E)ECUTION AN TO CC MPLETE WITP IN WO LKING DAYS A ER STARTING CONSTRUCTION. DATED T __THIS DAY 0 19C ACKNO EDGE:: NT OF CEIPT OF ADDENDA: N0. DATE NO ATE NO ATE SIGN?D TITLE NAME OF COMPANY ADDRESS CITY/STATE/ZIP TELEPHONE CITY OF RENTON STATE CONTRACTO S BUSINESS LICENSE N LICENSE t BOND TO THE CITY OF RENTON KNOW ALL MEN BY THESE PRESENTS: That we, the undersigned a5 principal , and and existing under the laws of the State of corporation organized corporation, and ---_.___ as a surety Qualified under the laws of the State of Washington to become surety upon bonds of contractors with municipal corporations, as surety are j0l;t'y and severally held and firmly bound to the City of Renton in the penal sum of S for the selves and Our successors, heirs, administratorsnorof which sum on demcr� we hind our- case may be. Persona; represent e, as the This obligation is entered into in pursuance of the statutes of the State Of Washing- ton, the Ordinance of the City of Renton. Dated at , Washington, this day of 19 Nevertheless, the conditions of the above obligation are such that: WHEREAS, under and pursuant to Ordinance (or Resolution) 80. 2295 providing for which contract is referred to herein and and is made a part hereof as though attached hereto) , WHEREAS, the said principal has accepted, or ;s about to accept, the said contract, and undertake to perform the work therein provided for in the manner and within the time set forth; NOW, THEREFORE, if the said shall faithfully perform all O the provlsl:(! 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 Verson or property by reason of any care- lessness or negligence on the part of said principal , or any subcontractor in the per- formance 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 said con- tract or from defects appearing or developing in the material or workmanship provided or performed under said 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;wise it shall be and remain in full force and effect. but other- Revised: 8/16/83 Iof7 CONTRACTS OTHER THAN FEDERAL-AID FHWA THIS AGREEMENT, made and entered into this _ day of 19_, by and between THE CITY OF RENTON, Washington, a municipal corporation of the State of Washington, hereinafter referred to as "CITY" and hereinafter referred to as "CONTRACTOR." WITNESSETH: 1) The Contractor shall within the time stipulated, (to-wit: within working days from date of commencement hereof as required by the Contract, of which this agreement is a component part) perform all the work and services required to be performed, and provide and furnish all of the labor, materials, appliances, machines, tools, equipment, utility and transportation services necessary to perform the Contract, and shall complete the constructiion and installation work in a workmanlike manner, in connection with the City's Project (identified as No. for improvement by construction and installation of: All the foregoing shall be timely performed, furnished, constructed, installed and completed in strict conformity with the plans and spec- ifications, including any and all addenda issued by the City and all other documents hereinafter enumerated, and in full compliance with all applicable codes, ordinances and regulations of the City of Renton and any other governmental authority having jurisdiction thereover. It is further agreed and stipulated that all of said labor, materials, appliances, machines, tools, equipment and services shall be furnished M M 2of7 Contracts Other Than Federal-Aid FHWA and the construction installation performed and completed to the satisfaction and the approval of the City's Public Works Director as being in such conformity with the plans, specifications and all require- ments of or arising under the Contract. 2) The aforesaid Contract, entered into by the acceitir.ce 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 & Plans t f) Bid g) Advertisement for Bids h) Special Provisions, if any i) Technical Specifications, if any 3. !f the Contractor refuses or fails to prosecute the work or any part thereof, with such diligence as will insure its completion within the time specified in this Contract, or any extension in writing thereof, or fails to complete said work with such time, or if the Contractor shall be adjudged a bankrupt, or if he should make a general assignment for the benefit of his creditors, or if a receiver shall be appointed on account of the Contractor's insolvency, or if he or any of his Rev. 4/83 Contracts Other Than Federal-Aid FHWA 3 of 7 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 nctice, such violation or non-compliance of any provision of the Contract shall cease and satisfactory arrangement for the correction thereof be nade, 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 commen:e_kerformance thereof within thirty (30) days from the date of serving such notice, the City itself may take over the work under the Contract and prosecute the same to completion by Contract or by any other method it may deem advisable, for the account and at the expense of the Contractor, and his surety shall be liable to the City for any excess cost or other damages occasioned the City thereby. In such event, the City, if it so elects, may, without liability for so doing, take possession of and utilize in completing said Contract such materials, machinery, appliances, equipment, plants and other properties belonging to the Contractor as may be on site of the project and useful therein. 4) The foregoing provisions are in addition to and not in limitation of any other rights or remedies available to the City. Contracts Other Than Federal-Aid FHWA 4 of 7 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 apoly for or or account of any patented or un- patented 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 ii connection with such litigation. Furthermore, Contractor agrees to M pay all costs, expenses and reasonable attorney's fees that may tie incurred or paid by City in the enforcement of any of the covenants, provisions and agreements hereunder. 6) Any notice from one party to the other party under the Cuntract shall be in writing and shall be dated And signed by the party giving such notice or by its duly authorized representative of such party. Any such Contracts Other Than Federal-Aid FHWA 5 of 7 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 t .e full performance of the Contract not later than 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 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 nor any provision in the Contract nor partial or entire use of any installation provided for by thi: 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 Contracts Other Than Federal-Aid FHIJA 6of 7 obligated to take immediate steps to correct and renedy any such defect, fault or breach at the sole cost and expense of Contractor. 9) The Contractor and each subcontracto, , if any, shall submit to the City such schedules of quantities and costs, progress schedules, pay- rolls, reports, estimates, records and miscellaneous data pertaining to the Contract as may be requested by the City from Limp to time. 10) The Contractor shall furnish a surety bond or bonds as security for the faithful performance of the Contract, including the payment of all persons and firms performing labor on the construction project under this Contract or furnishing materials in connection with this Contract; said bond to be in the full amount of the Contract price as specified in Paragraph 11. The surety or sureties on such bond or bonds must be duly licensed as a surety in the State of Washington. 11) The total amount of this Contract is the sum of which includes Washington State Sales Tax. Payments will be made to Contractor as specified in the "Special Provisions" of this Contract. +' Rev. 4/83 Contracts Other Than Federal-Aid FHWA 7 of 7 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 resi�artner ner Mayor ATTEST. Secretary City erk d/b/a irm ame Individual_ Partnership Corporation _ A Corporation State o ncorporation Attention: If business is a CORPORATION, name of the corporation should be listed in full and both President and Secretary must sign the contract, OR if one signature is permitted by corporation by-laws, a copy of the by-laws shall be furnished to the city and made a part of the contract document. If business is a PARTNERSHIP, full name of each partner should be listed followed by d/b/a (doing business as) and firm or trade name; any one partner may sign the contract. If business is an INDIVIDUAL PROPRIETORSHIP, the name of the owner should appear followed by d/b/a and name of the company. CONTRACTOR/SUBCONTRACTOR `'C �J REPORTING PERIOD MONTHLY MANPOWER UTILIZATION REPORT �" �� .} Month: Year: To be submitted to the City's Project „r— Goals and Timetables as committed Engineer during the 1st week of following ��1 C,LI in Contractor's Affirmative month while contract is in progress. Prime N Action Plan % Contractor is responsible for obtaining and submitting all Subcontractor Reports. or per City's Plan 9.1 'lo: (Name and location of Compliance Agency Dept.) From: (Name and location of contractor) 'this report is required by Executive Order 11246, Section 203. Failure to report can result in sanctions which include suspension, termination, cancellations or debarment of contract. _ 2. ;. �. % 5. b. mino- Total otal work Hours of Employment (See footnote) rity number umber of Of Clansi. 0. • C. • . • e. °/h of minorit EmpYry- Hle- ier. Asian/ ,ota1 total rm to ees Company's Name (I.D.) Trade Lions Tots Black pgnlc than 197sn a gale u h. ees y C A Tr A Tr A+ I IL Tr Tr C. C A A T Tr _ Tr 7. Ccmpany official's signature anC 71LLe B. Date Signed 9• Telephone Number (Include Area Code) Rev. 11/77 (*Males 6 Females, --Minorities 6 Non-minorities) page of 7/80 (Submittal Requirements 6 City's Goals/Timetables) '— 17 INSTRUCTIONS FOR FILING EMPLOYMENT UTILIZATION REPORT (CITY OF RENTON The Employment U�!lization Report is to be completed by each suhject contractor (both prime and subcontractors) and signed by a responsible official of the company. The reports are to be filed on the day required, each month, during the term of the contract, and they shall include the total work-hours worked on the project for each employee level in each dee'gnated trade for the entire reporting period. The prime contractor shall submit a report for !ts work force and shall collect and submit reports for each subcontractor's work force to the Compliance Agency that is funding their construction project. Reporting Period . . . . . . . . . . . Self-explanatory Compliance Agencv . . . . . . . . . . City of Renton (administering department) Contractor . . . . . . . . . . . . . . Any contractor who has a qualifying construction contract with the City of Renton. 1. Company's Name . . . . . . . . . . Any contractor or subcontractor who has a qualifying contract. 2. Trade . . . . . . . . . . . . . . Only those crafts covered under applicable EEO bid conditions. 3. Work-hours of Employment . . . . . The total number of hours worked by all employees in each classification; the total number of hours worked by each *minority group in each classification and the total work-hours for all women. Classification . . . . . . . . . . The level of accomplishment or status of _ the worker in the trade. (C - Craftworker - Qualified, Ap - Apprentice, Tr - Trainee). 4. Percent of minority work- hours of total work-hours . . . . The percentage of total minority work-hours worked of all work-hours worked. (The sum of columns b, c, d and a divided by column a.) 5. Total Number of Minority Employees . . . . . . . . . . . . Number of minority employees working in contractor's aggregate Work force during reporting period. 6. Total Number of Employees . . . . Number of all employees working in contractor's aggregate work force during reporting period. * Minority is defined as including Blacks, Hispanics, American Indians and Asian and Pacific Islanders - both men and women. RE UIREMENTS FOR THE PREVENTION OF ENVIRONMENTAL POL AAb-TM L CES In accordance with the provisions of Chapter 62, Laws of 1973, H.B. 621 , the Contractor shall secure any permits or licenses required by, and comply fully with all provisions of the follow- ing laws, ordinances, and resolutions : King County Ordinance No. 1527 requires Building and Land eve opment�vTsion an y raulics Division review of grading and filling permits and unclassified use permits in flood hazard areas. Resolution No. 36230 establishes storm drain design standards to be incorporated into project design stand- ards to be incorporated into project design by Engineering Services. Reivew by Hydraulics Division. Kin�Cou-n-tt Ordinance No. 800, No. 900 No. 1006 and Resolution �O o• o. an o--Tl�ontained in-7ting ounty o e it es an 0 are provisions or disposi- tion of refuse and litter in a licensed disposal site and pro- vide penalties for failure to comply. Review by Division of Solid Waste. Puget Sound Air Pollution Control Agency Relation I : A regu- ration to contro t e emission of air contaminants from all sources within the jurisdiction of the Puget Sound Air Pollution Control Agency (King, Pierce, Snohomish, and Kitsap Counties) in accordance with the Washington Clean Air Act, R.C.W. 70.94. WASHINGTON STATE DEPARTMENT OF ECOLOGY W.A.C. 18-02: Requires operators of stationary sources of air contaminants to maintain records of emissions, periodically re- port to the State information concerning these emissions from his operations , and to make such information available to the public. See Puget Sound Pollution Control Agency Regulation I . R.C.W. 90. 48 : Enacted to maintain the highest possible standards Lo ensure t e purity of all water of the State consistent wish public health a;;d public enjoyment thereof, the propagation and protecting of wildlife, birds , game, fish, and other aquatic life, and the industrial development of the State, sid to that end require the use of all known available and reasonable methods by industries and others to prevent and control the pollution of the waters of the State of Washington. It is unlawful to throw, drain, run or otherwise discharge into any of the water of this State any organic or inorganic matter that shall cause or tend to cause pollution of such waters. The law also provides for civil penalties of $S,000/day for each violation. R.C.IV. 70.95: Establishes uniform statewide program for handling solid wastes which will prevent land, air and water pollution. Makes it unlawful to dump or deposit solid wastes onto or under the surface of the ground or into the waters of this State except at a solid waste disposal site for which there is a valid permit. WASHINGTON STATE DEPARTMENT OF NATURAL RESOURCES R.C.W. 76.04.370: Provides for abatement of additional fire Naz- ar (lands upon which there is forest debris) and extreme fire hazard (areas of additional fire hazard near building, roads, campgrounds, and school grounds) . The owner and/or person respons- ible is fully liable in the event a fire starts or spreads on property on which an extreme fire hazard exists. R.C.W. 76.04.010: Defines terms relating to the suppressirn or abatement of forest fires or forest fire conditions. R.C.W. 70.94.660: Provides for issuance of burning permits for abating or prevention of forest fire hazards, instruction or silvicultural operations . R.C.W. 76.04. 310: Stipulates that everyone clearing land or clearing right-of-way shall pile and burn or dispose of by other satisfactory means , all forest debris cut thereon, as rapidly as the clearing or cutting progresses , or at such ether times as the department may specify , and in compliance with the law requiring burning permits . R.C.W. 78.44 : Laws governing surface mining (including sand, graver, stone, and earth from borrow pits) which provide for fees and permits, plan or operation, reclamation plan, bonding , and inspection of operations. W.A.C. 332-18 : Delineates all requirements for surface mined an rec amation. W.A.C. 332-24 : Codifies requirements of R.C.W. 76.04 pertaining to land clearing and burning. U. S. ARMY CORPS OF ENGINEERS Section 1 of the River and Harbor Act of June 13, 1902 : Author- izes Secretary of Army and Corps of Engineers to issue permits to any persons or corporation desiring to improve any navigable river at their own expense and risk upon approval of the plans and specifications. Section 404 of the Federal Water Pollution Control Act PL92-500 Sb tat. : Authorizes t o ecretary o t e Army,—acting through the Corps of Engineers, to issue permits for the discharge of dredged or fill material into the navigable waters at specified disposal sites. Permits may be denied if it is determined that such discharge will have adverse effects on municipal water supplies, shell fish beds and fishery areas and wildlife or recreational areas. MISCELLANEOUS FEDERAL LEGISLATION Section 13 of the River and Harbor Act approved March 3, 1899: Prove es t at i3 scTiarge oTre se wit o a-permit into navigable waters is prohibited. Violation is punishable by fine. Any citi- zen may file a complaint with the U. S. Attorney and share a por- tion of the fine. -2- 17 PERMITS REQUIRED FOR THE PROJECT ARE AS FOLLOWS: KING COUNTY BUILDING AND LAND DEVELOPMENT DIVISION Kin Count Resolution No. 25789 requires an unclassified use permit or tling, quarrying including borrow pits and associ- ated activities such as asphalt plants , rock crushers) and refuse disposal sites and provides for land reclamation subse- quent to these activities . A copy is available at the Department of Public Works or Building and Land Development Division. Shoreline Mana ement Act 1971 requires a permit for construction on Late s ore Ines t acquired by Public Works and reviewed by Building and Land Development Division. Kin Count Ordinance No. 1488 requires permit for grading, land i s, grave pits, umping, quarrying and mining operations except on County right-of-way. Review by Building and Land Develop- ment Division. WASHINGTON STATE DEPARTMENT OF FISHERIES AND GAME Cha ter 112 Laws of 1949: Requires hydraulics permit on certain protects. ing ounty epartment of Public Works will obtain. ) WASHINGTON STATE DEPARTMENT OF ECOLOGY W.A.C. 173-220: Requires a National Pollutant Discharge Elimination ry_s_t_e—m77N7MT permit before discharge of pollutants from a point source into the navigable waters of the State of Washington. W.A.C. 372-24: Permit to discharge commercial or industrial waste waters into fate surface or ground water (such as gravel washing , pit operations, or any operation which results in a discharge which contains turbidity. ) W.A.C. 508-12-100: Requires permit to use surface water. W.A.C. 508-12-190, Requires that changes to permits for water use e reviewe y f e Department of Ecology whenever it is desired to change the purpose of use, the place of use, the point of withdrawal and/or the diversion of water. W.A.C. 508-12-220: Requires permit to use ground water. W.A.C. 508-12-260: Requires permit to construct reservoir for water storage. W.A.C. 508-12-280: Requires permit to construct storage dam. W.A.C. 508-60: Requires permit to construct in State flood contro zone. King County Puhlic Works secures one for design. Contractor secures one for his operation (false work design, etc.) . -3- PERMITS REQUIRED FOR THE PROJECT - Continued WASHINGTON STATE DEPARTMENT OF NATURAL RESOURCES R.C.W. 76.04.150: Requires burning permit fo: all fires except or small out oor fire- for recreational purposes or yard debris disposal . Also the Departmer* of Natural Resources reserves the right to restrict burning under the provisions of R.C.W. 76.04.150, 76. 04.170, 76.04. 180, and 70.94 due to exteme fire weather or to prevent restriction of visibility and excessive air pollution. R.C.W. 76.08.030: Cutting permit required before cutting merchant- able tim er. R.C.W. 76.08. 275: Operating permit required before operating power equipment in dead or down timber. R.C.W. 78.44. 080: Requires permit for any surface mining opera- tion incTuaing sand, gravel , stone, and earth from borrow pits) . UNITED STATES ARMY CORPS OF ENGINEERS Section 10 of River and Harbor Act of March 3 1899: Requires permit or construction of(other t an ri ges, see U. S. Coast Guard administered permits) on navigable waters (King County Department of Public Works will obtain) . FIRE PROTECTION DISTRICT R.C.W. 5�.28. 010 52. 28.020 52.28. 030, 52. 28.040 52. 28.050: rove es aut ority or, requirements of, an pens ties or ailure to secure a fire permit for building an open fire within a fire protection district. UNITED STATES COAST GUARD Section 9 of River and Harbor Act of March 3 1899 General Brid e Act o arc an nera ri a ct o as amen e August equires a permit for construction of bridge on navigaa a waters (King County Department of Public Works will obtain) . King County Department of Public Works will comply with pertinent sections of the following laws while securing the afore- mentioned permit: Section 4(f) of Department of Transportation Act , National Environmental Policy Act of 1969, Water Quality Improvement Act of 1970. PUGET SOUND AIR POLLUTION CONTROL AGENCY Section 9.02(d) (2) (iii� of Regulation I : Request for verifica- tion of popula—Lion ens1 y. ontractor should be sure his opera- tions are in compliance with Regulation 1 , particularly Section 9.02 (outdoor fires) , Section 9.04 (particulate matter--dust) , and Section 9. 15 (preventing particulate matter from becoming airborne) . -4- 0- M PERMITS REQUIRED FOR THE PROJECT - Continued ENVIRONMENTAL PROTECTION AGENCY Title 40 Cha ter Ic, Part 61 : Requires that the Enviro unental rotection gency a notifie3 5 days prior to the demolition of any structure containing asbestos material (excluding residential structures having fewer than 5 dwelling units) . The above requirements will be applicable only where called for on the various road projects. Copies of these permits, ordinances, laws, and resolutions are available for inspectifa at the Office of the Director of Public Works, 900 King County Administration Building, Seattle, Washington, 98104. It shall be the responsibility of the Con- tractor to familiarize himself with all requirements therein. All costs resulting therefrom shall be included in the Bid Prices and no additional compensation shall be made. All permits will be available at construction site. -5- MAY-R32320-AA PREVAILING 4INIMUM HUURLY W%,E RATES DCTOBER 04. 1984 O:CUPATION: FLAGGERS LOCATION: CHELAN, CLALLAM. DOUGLAS, GRAYS HARBOR. ISLAND, JEFFERSON, (ING, KITSAP, KITTITAS, LE41S, MASON, PACIFIC, PIERCE, SKAGIT, SNOHDMISH• THURSTON* NHATCOM AND YAKIMA COUNTIES. FRINGE BENEFITS TOTAL HOURLY BENEFITS 3.+3 E/HR . STATE MODE RATES OCCUPATION OCCJPATION STATE FEDERAL CODE DESCkIPTIjN RATE RATE 260-0310 FLAGGER 10.78 -- CITY f,F RENTON (W-773 E W-7741 JNIDN AVE NE INE 17 ST - NE 25tH ST ) GRANT AVE SO (7TH AVE - 91H AVE SO) S. 7TH ST. (RENTON AVE - GRANT AVE SJ) 4. PA GE 1 HwY-R32320-AA PREVAILING MINIMUM HOURLY W1GE RATES OCTOBER 04. 1984 f OCCJPATIU-%: LABORERS (SEWER G wATER LINE CONSTRUCTION) L3CATI'3N: -LALLAM. GRAYS HARBOR, ISLAND, JEFFERSON, KING, KITSAP. LEWIS. vASUN. PACIFIC (NORTH OF dAHKIAKUM :RUNTY NORTHEIN BOUNDARY EXTENDED GUE .WEST TO THE PACIFIC OCEAN), PIERCE. SKAGLT. SVUHOMISH. THURSTON AND WHATCOM COUNTIES. FRINGF BENEFITS HEALTH AND WELFARE 1.73 S/HR. STATE PENSION 1.55 S/HR. STATE TOTAL HOURLY BENEFITS 3.43 $/HR. STATE 3.11 WMR. FEDERAL TRAINING FUND . 13 E/HR. STATE WAGE RAT=S ❑CCUPATIJN OCCUPATION STATE FEDERAL CO)E DFSCRIPTION SATE RATE 360-3010 GENERAL LABORER 13.8J 14.03 369-1020 PIPELAYER 14.14 14.48 363-3330 TUPMAN 14.28 14. 34 CITY OF RE:NTON (W-773 C W-7741 JNICN AVE NE (NE 17 ST - NE 25TH ST) !RANT AVE SJ (7TH AVE - 9TH AVE SO) S. 7TH ST . IRENTUN AVE - GRANT AVE SO) PAGE 2 HWY-432320-AA PkFVAiLING MINIMUM HLURLY WAGE MATES OCTOBER 049 L984 JJ'.JP4TION: PD'dER EQUIPMENi OPERATO!tS (SEWER C WATER CONSTRUCTIUNI - LOCATION: GHELAN, CLALLAM, DOUGLAS ITHAT PORTION WHICH LIES WEST OF THE 120TH MLRIOIAY), GRAYS HAKbGR. ISLAND. JEFFERSON, KING, KITSAP, KITTITAS, LEWIS, MASON, PACIFIC (NORTH OF A STRAIGHT LINE FROM THE SUUTHERN BOUNDARY OF LEWIS COUNTY FXTFNOED WEST TO THE PACIFIC OCEAN) PIERCE, SKAGIT, SNUH04IS4, THURSTON, WHATCOM AND YAKIMA COUNTIES. FRINGE 3ENEFITS ' HEALTH AND WFLFARE 1.90 $/HR. STATE PENSION 2.30 $/HR. STATE TOTA- HJURLV BENEFITS 4.J1 S/HR. FEDERAL TRAINING FUND .21 $/HR . STATE W43E RATES OCCUPATION OCCUPATION STATE FEDERAL COTE DESCRIPTION RATE RATE GROUP 1 180-3040 SACK FILLER 16.92 16.92 580-3030 BACKHOE 1780 CASE TYPE AND LARGER WITH 16.92 16.92 ATTACHMENTS) 580-0100 CLAM 16.92 16.92 583-0120 CRANE 16.92 )6.92 590-J130 D/TCHING MACHINE 16.92 16.92 5A0-3150 DOZER (ALL CAT, TYPE D-3 AND LARGER 16.92 16.92 580-0160 DRAGLINE 16.92 16.92 5RO-J190 FRONT-ENJ LOADER (2YDS. AND OV?R) 16.92 16.92 580-)210 MECHANIC 16.92 16.92 580-0220 MECHANIC WELDER 16.92 16.92 580-3240 MOTOR GRADER 16.92 16.92 SCREED 16.92 16.92 5,3 4.) SHOVEL (3 YOS. AND UNDER) 16.92 16.92 583-335J SIDE BOOM (ALL CAT, TYPE 0-3 %NO LARGER) 16.92 16.92 GROUP 2 580-)J20 BACKHOL ( 6F0 :ASE TYPE AND SMALLER WITH 16.425 16.425 ATTACHMENTS ) 580-0050 BENDING MACHINE 16.425 16.425 580-3060 BOOM TRUCK (STATIONARY) 16.425 16.425 CITY OF RENTON (W-773 G W-774) J141UN AVE NE (NF 17 ST - NE 25TH ST) GRANT AVE SO (7TH AVE - 9TH AVFSJ1 S. TTH ST. ( RENTON AVE - GRANT AVE SO) PAGE 4 H4Y-R32320-AA ?RcVNILING .MINIMUM HOURLY W4GE RATES UCTOBER 34. 1984 OCCUPATION: PLWER EQUIPMENT OPERATORS ) SEWER 6 WATER CONSTRUCTION) LOCATION: C'•ICLAN. CLAL_AM. DOUGLAS ( THAT PORTION WHICH LIES WEST OF THE L2011i MERIDIAN), GRAYS HARBOR, ISLAND, JEFFERSON, KING, K)TSAP, (ITTTTAS, LEWIS. 44SON, PACIFIC INCRTH Of A STRAIGHT LINE FROM THE SOUTHERN BOJNDARY OF LEWIS COUMTY E%TFVDED WEST TO THE PACIFIC OCEAN) PIERCE, SKAGIT, SNOHOMISH, THURSTON, WHATCOM AND YAKIMA COUNTIES. t WAGE RATES OCCUPATION OCCUPATION STATE FEDERAL CODF. DESCRIPTION MATE RATE $ROUP 2 580-0070 PORING MACHINE 16.425 16.425 580-3090 COMPACTDRS 16.425 16.425 580-0140 DULER ZANY TYPE SMALLER THAN CAT 0-31 16.425 16.425 580-0170 DRILLS ILERGI TYPE► 16.425 16.425 580-01 SO FRONT-ENO LOADER (UNDER 2 YU.) 16.425 16.425 580-3200 GIN TRUCK 1o.425 16.425 580-3230 MELHANIC4L GREASER ILARGE GREASE TRUCK) 16.425 16.425 580-1270 PAVING MACHINES 16.425 10.425 580-0280 POT FIREMAN (ENGINE OPERATED AJOVE 3 BOL. ) 16.425 16.425 580-3300 ROLLERS 15.425 16.425 580-3323 SERVICE PLOW 16.425 16.425 580-0340 SIDE BUOM ZANY TYPE SMALLER THAN CAT D-31 16.425 16.425 560-3360 TRACTAIR 16.425 16.425 580-3380 WELL POINT SYSTEM 1o.425 16.425 MUP 3 580-0010 AIR CUMORFSSOR 14.46 14.4a. 580-0080 CHAIN TYPE DITCHER (DITCH WITC0 14.46 14 46 580-3110 CUNCRLTE SAW 14.46 1�,.46 580-0260 OIL-GREASER 14.46 14.46 580-0250 OILER 14.46 14.46 580-0290 PUMP 14.46 14.4E 580-0170 WELDING MACHINE 14.46 14.4E CITY CT RENTON (W-773 G W-714) JN) ON AVE NE (NE 17 ST - NE 25TH STI Go ANT AVE SJ 17TH AVE - 9TH AVE SDI S. 7TH ST. (RFNTON AVE - GRANT AVE SO) PAGE 5 MWY-R32320-AA PREVAILING MINIMUM HOURLY WAGE RATES DCTOBER 04, 1984 OCCUPATION: SURVEYORS LOCATION: CLALLAM, GRAYS HARBOR, ISLAND, JEFFERSON, KING. KITSAP, LEWIS, MASON, PACIFIC, PIERCE, SKAGIT, SNOHOMISH, T RIRSTON AND WHATCOM :OUNTIES. FRINGE BENEFITS TOTAL HOURLY BENEFIT - PARTY CHIEF 1.50 W HR. STATE TOT AL HOURLY BENEFIT - INSTRUMENT 1.00 S/HR. STATE PERSON TOTA. HOURLY BENEFIT - CHAIN PERSON . 70 $/HR. STATE WAGE RATES JCCUP%T10N OCCUPATION STATE FEDERAL CDOE DESCRIPTION RATE RATE T20-0010 CHIN PERSON 8.25 -- 720-0340 INSTRUMENT PERSON (JUNIOR ENGINEER) 11.00 -- 720-0070 PARTY CHIEF (ASSISTANT ENGINEER) 11.50 -- :ITY OF RENTON I6-773 C W-774) JNICN AVE NE (NF L7 ST - NE 25TH ST) ;RANT AVE SU (7TH AVE - 9TH AVE SUl i. 7TH ST. IRENTON AVE - GRANT AVE SO) PAGF 12 iWY-R32321-AA PREVAILING 11INIMUM HOURLY WAGE RATES J:TOBER 04. 1984 O::J�ATIJN: TEAMSTERS LOCATION: CLALLAM. GRAYS HARBOR, ISLAND. JEFFERSON. KING. KITSAP, KITTITAS. LEWIS. MASON. PACIFIC (NORTH OF THE WAHKIAKUM COUNTY NORTHERN BJUNDARY EXTENDED DUE WEST TO THE PACIFIC OCEAN) , PIERCE, SKAGIT. SNOHOMISH. THURSTON, WHATCOM, YAKIMA AND THOSE PARTS OF THE 'OLLOWING COUNTIES LYING WEST OF THE 120TH MERID1ANt CHELAN AND DOUGLAS COUNTIES. FRINGE BENEFITS {` HEALTH AND WELFARE 1.89 1/HR. STATE PENSION 1.75 SMA. STATE TOTAL HOURLY BENEFITS 3.54 S/HR. FEDERAL TRAINING FUND .00 FEDERAL WAGE RATES 3CCUPATION OCCUPATION STATE FEDERAL CUOE DESCRIPTION RATE RATE GROUP 1 730-0690 LEVERM4N AND LOADERS AT BUNKERS AND 17.J6 17.06 BATCH PLANTS 730-1010 PICK-UP TRUCK 17.06 ) 7.06 730-12DO SWAMPER 17.06 17.06 730-LOIO WAREHOUSEMAN AND CHECKERS 17.06 17.06 ,ROUP 2 730-1300 TEAM DRIVER 17. 11 17.11 GROUP 3 730-0110 BULL LIFTS• OR SIMILAR EQUIPMENT JSEO IN 11.16 17.16 LOADING OR UNLOADING TRUCKS. TRANSoJRTING MATERIALS ON JOB SITES:WAREHDUSING 730-0140 BUS OR EMPLOYEE4AUL 11.16 17.16 CITY OF RENTUN (W-773 G w-7741 UNION AVE NE (NF. 17 ST - NE 25TH ST) ;.RANT AVE SO ( 7TH AVE - 9TH AVE SO) S. 7TH ST . (RENTON AVE - GRANT AVE S0) PAGE 13 HWY-R32320-AA PREVAILING MINIMUM HGURLY WAGE RATES OCTO8ER 04, L984 OCCJP4TIUN: TEAMSTERS LOCATION: CLALLAM. GRAYS HARBOR, ISLAND• JEFFERSON* KING, KITSAP, KITTITAS. _FWIS, MASON, PACIFIC INORTH OF THE wAHKIAKUM COUNTY NORTHERN BOUNDARY FXTENDED DUE WEST TO THE PACIFIC 3CEAN), PIERCE, SKAGIT. SNOHOMISH, THURSTON, WHATCOM. YAKIMA AND THOSE PARTS OF THE F7LLOWING COUNTIES LYING WEST OF THE 120TH MERIDIAN: CHELAN AND DOUGLAS COUNTIES . WAGE RATES OCCUPATIGN UCCUPATION STATE FEDERAL CO3E DESCRIPFICN RATE RATF GROUP 3 730-3?00 DUMPSTERS, AND SIMILAR EOUIPMFNF:TOURNO- L7.16 17. L6 ROCKERS, TOURNOWAGON, TOURNOTRAILER, CA..T DW SERIES. TERRA C3BRA, LETOURNEAU, WESTINGHOUSE ATHEY WAGON, EJCLID, Two AND FJUR-WHEELED PUWER TRACTOR WFH TRAILER AND SIMILAR TOP- LOAD£U EQUIPMENT TkAN.SPURTING MATERIAL AND PERFORMING WORK IN TEAMSTER JJRISDICTION:OJ11P TRUCKS, SIDE, ENO AND BUTTCM DUMP, INCLUDING SEMI-TRUCKS AND TRAINS OR COMBINATIONS THERFOF :UP TO AND INCLUDING 5 YARDS 730-0460 FLAHERTY SPREADER 11.16 17.16 730-3490 FLATBED TRUCK, SINGLE REAR AXLE 17.16 17.16 730-0610 FUEL TRUCK, GREASE TRUCK, GREASER* BATTERY 11.16 17.16 SERVICE MAN AND/OR TIRE SERVICE MAN 730-1100 SCISSORS TRUCK 17.16 17. 16 730-1350 TRACTOR, SMALL RUNBER-TIRED (WHEN USED WITHIN L7.16 17.16 TEAMSTER JURISDICTION) 730-1750 VACUUM TRUCK 17.16 17.16 130-20DO WATER WAGON AND TANK TRUCK: UP TO 1633 LT.16 17.16 GALLONS 730-2200 WINCH TRUCK: SINGLE REAR AXLE 17.16 17. 16 730-2220 WRECKER, TOw TRUCK AND SIMILAk EOUIPMENT 17.16 17.16 GROUP 4 730-0500 FLATBED TRUCK, DUAL RFAR AXLE 17.21 17.27 GROUP S 730-3080 ^UGLY-tUBILE AND SIMILAR 17.33 17. 33 ,ITY Oh RENTON (W-773 C W-774) )NION AVE NE (NE 17 ST - NE 25TH ST) ;RANT AVE. SO 17TH AVF - 9TH AVE S3) S. 7TH ST. ( RENTON AVE - GRANT AVE SO) PAGE 14 HdY-R32321-AA PRFVAILING MINIMUM HOURLY 0k,;E RATES DCTOBER 04, 1984 OC:0 M JN: TEAMSTERS LOCATION: CLALLAM, GRAYS HARBOR, ISLAND, JEFF3RSUN, KING, KITSAP, KITTITAS, LEWIS, MASON, PACIFIC (NORTH OF THE 4AH(IAKUM COUNTY NORTHERN 30UNDARY EXTENUCD DUE WEST TO THE PACIFIC OCEAN( . PIEKLE, SKA61T. i NUHUMISH. THURSTDN, WHATCOM, YAKIM4 AND THUSE PARTS OF THE ;OLLOWING COUNTIES LYING WEST OF THE 120TH MERIDIAN: CHELAN AND DOUGLAS CUU17IES. WAGE RATES UCCUP%TIUN OCCUPATION STATE FEDERAL CO)E DESCRIPTION kATE RATE GROUP 5 730-0610 HYSTER JPERATORS (HAULING BULK LOOSE 17.33 17.33 AGGREGATES( 730-LI90 STRADDLE CARRIER MOSS, FYSTER AND SIMILAR) 17. 33 17.33 130-2010 WATER WAGON AND TANK TR": 1630 GALLONS 11.33 17.33 TO 3003 GALLONS GROUP 6 730-1500 TRANSIT-MIX. 0 TO AND INCLUDING 4.5 YTS. 17.37 17.37 SROUP 7 730-0210 DUMPSTERS, AND SIMILAR EQUIPMEYT:TOURNO- 17.39 17.38 ROCKERS, TUURNJWAGLIN, TQJRNOTRAILER, CAT DW SERIES, TERRA COBRA, LETLURNEAJ. WESTINGHOJSE ATHEY AAGON, EUCLID, TWO AND F")UR-WHEELED POWER TRACTOR WIN TRAILER AND SIMILAR TOP- LQAUEJ EJUIPMENT TRANSPORTING 44TERIAL AND PERFORMING WORK IN TEAMSTER JURISDICTIJN:DUMP TRUCKS . SIDE. ENO AND BOTTOM DUMP, INCLUDING SEMI-TRUCKS AND TRAINS OR COMP.INATIONS THEREUF :UVER 5 YARDS TO AND INCL. 12 YARDS 730-3410 FXPLOSIVE TRUCK (FIELD MIX ) AND SIMILAR 17.38 17.38 EJUIPM€NT 730-D7tO LUWBED AND HFAVY DUTY TRA. LFR: UNOFR 50 17.38 17.38 TUNS GROSS 730-0910 OIL DISTRIBUTOR DRIVER IROAD) 17.38 17.38 730-t140 SLURRY TRUCK DRIVER 17. 38 17.38 710-1160 SNO-GO AND SIMILAR EJUIPMFNT 17.38 17.3d 730-2210 WINCH TRUCK: )UAL RLAR AXLE 11.39 17.33 CITY OF RENTON (W-773 L W-7741 JNIUN AVE NE (NE 17 ST - NE 25TH ST) GRA14T AVE SO ( 7TH AVE - 9TH AVF SO) r S. 7TH ST. (RENTL:N AVE - GRANT AVE S31 PACE 15 HAY-R32320-AA PRLVAILING MINIMUM HOURLY wA;E RATES OCTOBER 04, 1984 OCCUPATION: TEAMSTERS LD:ATION : :LALLAM. BRAYS HARP.OR, ISLAND, JEFFERSON, KING, KITSAP. KITTITAS, LEWIS. MASI.N, PACIFIC (NuRTH OF THE WAHKIAKUM COUNTY NORTHERN 3OUNDARY EXTENDED DUE REST TO THE PACIFIC OCEAN), PIERCE, SKAGIT* SNOHO41S1, THURSTON* WHATCOM, YAKIMA AND THOSE PARTS OF THE FOLL06ING CUUNTIES LYING WEST OF THE 120TH MERIDIAN: CHELAN AND JOUGLAS CU'UNTIES. WAGE RATES OCCUPATION OCCUPATION STATE FEDERAL CD)E DESCRIPTION RATE RATE GROJP B 730-0220 DUMPSTERS, AND SIMILAR EQUIPMF'JT:TOJRND- 17.44 1T.44 ROCKERS, TOURNUWAGON, TUURNOTRAILER, CAT Dw SERIES, TERRA COBRA, LETOURNEAU, WESTINGHOUSE ATHEY WAGON, EUCLID, TWO AND FJJR-WHEELED POWER TRACTOR wTH TRAILER AND SIMILAR TOP- LOADED EQUIPMENT TRANSPORTING MATERIAL AND PERFORMING WORK IN TEAMSTER JURISDICTIUN:DU^IP TRUCKS, SIDE, END AND 80TTOM DJMP. INCLUDING SEMI-TRUCKS AND TRAIN; OR COMRINATIUNS THEREQr :UVF.R 12 YARDS TO AND INCL . 16 YARDS GROJP 9 730-3100 BULK CEMENT TANKER 17.49 17.49 730-0230 DUMPSTERS, ANJ SIMILAR EOUIPMENT:TOURNO- 17.44 17.49 ROCKERS, TOURNOWAGON, TOURNOTR4ILER, CAT DW SERIES, TERRA COBRA, LETOJRNEAJ, WESTINGHOUSE ATHEY WAGON, EUCLID, TWO AND FOUR-WHEELED POWER TRACTOR WTH TRAILER AND SIMILAR TOP- LOADEJ EQUIPMENT TRANSPORTING MATERIAL AND PERFORMING WORK IN TEAMSTER JURISDICTION-DUMP TRUCKS, SIDE, END AND BOTTOM OJMP, INCLUDING SEMI-TRUCKS AND TRAINS OR CCMBINATIONS THERLOF:OVER 16 YARDS TO ANU IN^L. 20 YARDS 730-2015 WATLR WAGON AND TANK TRUCK: OVER 3000 GALLONS 17.49 1T.4'1 GROUP 10 ^ITV OF RENTON (W-773 G w-774) IN ION AVE NF (NE 17 ST - NE 25TH STI E GRANT AVE SO ITTH AVF - 9714 AVE S)) S. 7TH ST. IRENTUN AVE - GRANT AVE SO) PAGF 16 k HWY-Rii2D-AA PRFVAILING MINIMUM HUL'RLY WAoE kATES OCTOBER 049 1984 O:CUPATI r)N: TEAMSTERS LOGATI:N: CLALLAM, GRAYS HARBOR. ISLANJ. JEFFERSON. KING. KITSAP• KITTITAS. LEWIS, MASON. PACIFIC (NORTH OF THE WA WIAKUM tDUNTY NORTHERN IOUNDARY EXTENDED DUE WEST TO THE PACIFIC OCEANI, PIERCE. SKAGIT. iNOHOMTSN. THURSTUN. WHATCUM, YAKIMA AND THOSE PARTS OF THE ZOLLCWING COUNTIES LYING NEST OF THE 123TH MERIDIAN: CHELAN AND )OUGLAS COUNTIES. WAGE RATFS i OCCUPATION OCCUPATION STATE FEDERAL C33E DESCRIPTION RATE RATE GROUP l0 730-0120 BULL LIFTS. OR SIMILARY EQUIPMENT USED IN 17.51 17.51 LOADING LR UNLOADING TRUCKS, TRANSPORTING MATERIALS ON JOB SITES:OTHER THAN WAREHOUSING GROUP 11 730-1510 TRANSIT-MIX USED EXCLUSIVELY IN HFAVY 17.54 17.54 CONSTR. :OVER 4.5 NOS. TC AND INCL. 6 YOS. GROUP 12 730-3010 A-fRAME OR HYDRALIFT TRUCKS OR SIMILAR 17.64 17.64 EQUIPMENT WHEN A-FRAME OF HYDRALIFT OR - SIMILAR EQUIPMENT IS IN USE d GROUP 13 730-3240 DU4PSTf:RS, AND SIMILAR EOUIPMFNTtTLIURNO- 11.66 17.66 RCCKERS. TUURNOWAGON. TOURNOTk A)LER, CAT 01% SERIFS, TERRA COBRA, LETCURNEAJ, WESTINGHOUSE ATHEY WAGON, EUCLID. TWC AND TOUR-WHEELED PUWFR TRACTOR WTH TRAILER AND SIMILAR TOP- LOAUEU EJUIPMENT TRANSPORTING MATERIAL AND PERFOR4ING WORK IN TEAMSTER JURISDICTION:DUMP TRUCKS, SIDE, END AND BOTTOM OUAP, INCLUDING SEMI-TRUCKS AND TRAINS Ck COMRINATIONS TIiEREOF :UVER 20 YARDS TO ANU IN.L• 30 YARDS 730-020 LOWSFU AND HEAVY DUTY TRAILFR: OVER 50 TONS 17.66 17.66 GROSS TO AND INCLUDING 100 70NS GROSS CITY OF RENTON IW-773 G e-774) JNION AVF JE INE 17 ST - NE 25TH ST) GRANT AVE iJ (7TH AVE - 9TH AVF SJ) S. TTH ST. (RENTUN AVE - GRANT AVE SO) PAGE 17 HAY-R32323-AA PREVAILING MINIMUM HOURLY WAGE RATES OCTOBER 04, 1984 OCCUPATION: TEAMSTERS L0:4TION: :LALLAM, GRAYS HAR80R9 1SLANU, JEFFERSON* KING, KITSAP, KITTITAS, .EWIS, MASJN, PACIFIC (NORTH OF THE WAHKIAKUM COUNTY NORTHERN 300NDARY EXTENDED DUE WEST TO THE PACIFIC OCEAN), PIERCE. SKAGIT, SVOHOMISH, THURSTON, WHATCOM, YAKIMA AND THOSE PARTS Of THE FOLLOWING COUNTIES LYING WEST OF THE 120TH MERIDIAN: CHELAN AND )OUGLAS COUNTIES. WAGE RATES OCCUPATION OCCUPATION STATE FEDERAL CO)E DESCRIPTION RATE RATE GROUP L4 730-1520 TRANSIT-MIX USED EXCLUSIVELY IN HEAVY 17.70 17.73 CONSTR.:OYER 6 YDS. TO AND INCL. 8 YOS. GROUP 15 730-3250 IUMPSTERS, AND SIMILAR EQIIPMENT:TOJRNO- 17.82 17.32 RUCKLRS, TOURNOWAGON, TOURNUTRAILER , CAT 0W SERIES, TERRA COBRA, LETOURNEAU, WESTINGHOUSE ATHEY WAGON, EUCLID, TWO AND FOUR-WHEELED POWER TRACTOR WTH TRAILER AND SIMILAR TOP- LOADED EQUIPMENT TRANSPORTING MATERIAL AND PERFOR41NG WORK IN TEAMSTER JURISDICTION:DUMP TRUCKS, SLUE, END AND BOTTOM D. 4P, INCLUDING SEMI-TRUCKS AND TRAINS OR COMBINATIONS THFRFJF :OVER 30 YDS. TO AND INCL. 40 YDS. 730-3730 LOW5ED AND HEAVY DUTY TRAILER, 7VER 100 17.82 17.82 TONS 5kOSS GROUP 16 T30-1530 TRANSIT-MIX USED EXCLUSIVELY 1N HEAVY 17.86 17.86 CONSTR. :OVER 8 YDS. TO AND INCL. 10 YDS. CITY 6F RENTUN (N-773 C W-174) JNICN AVE NF (NE 17 ST - NE 25TH ST) ,RANT AVE SO 0TH AVE - 9TH AVE SO) S . 7TH ST. (RENTON AVE - GRANT AVE SO) PAGE 18 4WY-R32320-AA PREVAILING MINIMUM HOURLY wAUE RATES UCTUBER 04, 1984 OCCJPATTU42 TEAMSTERS LOCATION: CLALLAM, GRAYS HARBOR, ISLAND, JEFFERSON, KING, KITSAP, KITTITAS, LEWIS, MASON. PACIFIC (NCRTH OF THE WAHKLAKUM COUNTY NORTHERN BDUNDARY EXTENDED DUE WEST TO THE PACIFIC OCEAN) , PIERCE. SKAGIT, SNOHOMISH* THURSTON, WHATCOM, YAKIMA AND THOSE PA4TS OF THE =OLLOWING COUNTIES LYING WEST OF THE 120TH MERIDIAN: CHELAN AND JOUGLAS COUNTIES. WAGE RATES f OCCUPATION OCCUPATION STATE FEDERAL COOT DESCRIPTION RATE RATE GROUP 17 730-3260 DUMPSTERS, AND SIMILAR EQUIPMENT:TOURNO- 17.98 17.99 ROCKERS, TOURNOWAGON, TOURNOTRAILFR, CAT DM SERIES, TERRA COBRA, LETCURNEAJ. WESTINGHOUSE ATHEY WAGON, EUCLID# TWO AND FOUR-wHEELEO POWER TRACTOR WTH TRAILER AND SIMILAR TOP- LOADED EQUIPMENT TRANSPORTING MATERIAL AND PERFORMING WJRK IN TEAMSTER JURISDICTION:DUMP TRUCKS, SIDE, ENO AND BOTTOM DJ4P. INCLUDING SEMI-TRUCKS AND TRAINS OR CCMRINATIUNS THEREOF:OVER 40 YARDS TO AND INCL . 55 YARDS SROUP 18 73D-1540 TRANSIT-MIX USED EXCLUSIVELY IN HEAVY 18.03 18.03 CONSTK. :OVER 10 YDS. TO AND INCL. 12 YUS. ' GROUP 19 130-1550 TRANSIT-MIX USED EXCLUSIVELY IN 4EAVY 18. 19 18.19 CONSTR. :OVER 12 YDS. TO AND INCL. 16 YOS. GROUP 20 730-1560 TRANSIT-MtX USED EXCLUSIVELY 14 HEAVY 18.35 17.70 CONSTR. ZOVER 16 YDS. TO AND INCL. 20 YDS. GROUP 21 730-1510 TRANSIT-MIX USED EXCLUSIVELY IN HEAVY 18.51 18.51 CJNSTR. :OVER 20 YDS. a CITY OF RENTON IW-773 C W-774) !2 JNIUN AVE NE INE 17 ST - NE 25TH ST ) GRANT AVE SO ( 7TH AVE - 9TH AVE SU1 S. 7TH ST. (RENTON AVE - GRA..T AVE SO ) PAGE 19 HWY-132320-AA PREVAILING MINIMUM HOUkLY WAGE RATES OCTOBER 04, 1984 OCCJPATION: TEAMSTERS LOCATION: CLALLAM, GRAYS HARBOR, ISLAND, JEFFERSON, KING, KITSAP. KITTITAS. ; _EWIS. MASJN. PACIFIC (NORTH OF THE WAHKIAKUM COUNTY NORTHERN ' BOUNDARY EXTENDED DUE WEST TO THE PACIFIC OCEAN), PIERCE, SKAGIT, SNOHOMISH, THURSTON, WHATCOM, YAKIMA AND THOSE PARTS OF THE FOLLOWING COUNTIES LYING WEST OF THE 120TH MERIDIAN: CHELAN AND 9OUGLAS COUNTIES. WAGE RATES OCCUPATION OCCUPATION STATE FEDERAL CODE DESCRIPTION RATE RATE GROUP 22 730-3400 FSCORT DRIVER 17.06 1Z.00 730-1020 PILOT CAR 17.06 12.00 GROUP 23 730-0810 MECHANIC HELPER 16.91 -- SROUP 24 730-3800 MECHANIC 17. 50 -- " OTHER 130-9735 STATE: FOR OCCUPATION 730-026U iN GROUP 17 ' A )D .15 W HR . FOR EACH 10 YARD INCREMENT OVER 55 YARDS T30-9736 STATE: OVERTIME-ALL WORK PERFORMED IN EXCESS OF N HOURS PER DAY OR 40 HOURS PER WEEK, M34- DAY THROUGH FRIDAY• AND ALL WORK PERFORMED ON SATURJAYS SHALL BE PAID AT ONE AND ONE- HALF TIMES THE REGULAR RATE OF PAY.ALL WORK PER- FORMED ON SUNDAYS AND HOLIDAYS SHALL BE PAID AT DOUBLE THE REGULAR RATE OF PAY. i P CITY OF RENTON (W-773 E W-7741 JNION AVE NE (NE 17 ST - NE 25TH ST ) GRANT AVE SO 47TH AVE - 9TH AVE SO) S. 7TH ST. (RENTON AVE - GRANT AVE SO ) PAGE 20 SPECIAL PROVISIONS CITY OF RENTON APWA STANDARD SPECIFICATIONS THE STANDARD SPECIFICATIONS FOR MUNICIPAL PUBLIC WORKS CONSTRUCTION PREPARED BY THE WASHINGTON STATE CHAPTER OF THE AMERICAN PUBLIC WORKS ASSOCIATION, 1981 EDITION, SHALL BE HEREINAFTER REFERRED TO AS THE "STANDARD SPECIFICATIONS" AND SAID SPECIFICATIONS TOGETHER WITH THE LAWS OF THE STATE OF WASHINGTON AND THE ORDINANCES AND CHARTER OF THE CITY OF RENTON, SO FAR AS APPLICABLE, ARE HEREBY INCLUDED IN THESE SPECIFICATIONS AS THOUGH QUOTED IN THEIR ENTIRETY AND SHALL APPLY EXCEPT AS MENDED OR SUPERSEDED BY THE. SPECIAL AND TECHNICAL PROVISIONS HEREIN, A COPY OF THESE STANDARDS SPECIFICATIONS IS ON FILE IN THE OFFICE OF THE PUBLIC WORKS DIRECTOR, MUNICIPAL BUILDING, RENTON, WASHINGTON 98055, WHERE THEY MAY BE EXAMINED AND CONSULTED BY ANY INTERESTED PARTY. WHEREVER REFERENCE IS MADE IN THE STANDARD SPECIFICATIONS TO THE OWNER, SUCH REFERENCE SHALL BE CONSTRUED TO MEAN THE CITY OF RENTON, AND WHERE REFERENCE IS MADE TO THE ENGINEER, SUCH REFERENCE SHALL BE CONSTRUED TO MEAN THE DIRECTOR OF PUBLIC WORKS, CITY OF RENTON, OR HIS DULY AUTHORIZED REPRESENTATIVE. NOTE: THE SPECIAL AND TECHNICAL PROVISIONS HEREINAFTER CONTAINED SHALL BE IN ADDITION TO OR SHALL SUPERSEDE PROVISIONS OF THE STANDARD SPECIFICATIONS IN CONFLICT HEREWITH. HEADINGS HEADINGS TO PARTS, SECTIONS, FORMS, ARTICLES, AND SUBARIICLES ARE INSERTED FOR CONVENIENCE OR REFERENCE ONLY AND SHALL NOT AFFECT THE INTERPRETATION OF THE ' CONTRACT DOCUMENTS. SPECIAL AND TECHNICAL PROVISIONS STRUCTURE THE SPECIFICATIONS NOTED HEREIN ARE IN ADDITION TO, OR IN LIEU OF, DIVISION I, I1, III AND 1V OF THE STANDARD SPECIFICATIONS. WHERE SECTIONS ARE MARKED "REPLACEMENT SECTION" OR "PARTIAL REPLACEMENT SECTION," THE SPECIFICATIONS HEREIN ARE TO REPLACE, OR PARTIALLY REPLACE, THE STANDARD SPECIFICATIONS NOTED. WHERE SECTIONS ARF MARKED, "ADDITIONAL SECTION," THE SPECIFICATIONS HEREIN ARE TO BE AN ADP !ON TO THE STANDARD SPECIFICATIONS NOTED, WHERE SECTIONS ARE MARKED "SUPPLEMENTAL SECTION," THE SPECIFICATIONS HEREIN ARE TO BE A SUPPLEMENT TO THE STANDARD SPECIFICATIONS. Revised 3/84 SPECIAL PROVISIONS INDEX SECTION PAGE SECTION 1 SP 1 SPECIAL PROVISIONS SP 1 STANDARD SPECIFICATIONS SP 1 ACT OF GOD SP 2 + SHOP DRAWINGS SP 2 OR EQUAL SP 2 APPROVAL SP 2 SECTION 2 SP PUBLIC OPENINGS OF BIDS SP 2 SECTION 3 SP 2 CONSIDERATION OF BIDS SP SECTION 4 SP 2 PROCEDURE AND PROTEST BY THE CONTRACTOR SP 2 USE OF MATERIALS FOUND ON THE PROJECT SP 3 WASTE SITES SP 4 HOURS OF WORK SP 4 CONTRACTOR'S COPIES OF CONTRACT DOCUMENTS SP 4 SECTION 5 SP 4 SUBMITTALS SP 4 CONSTRUCTION STAKING SP S FINAL ACCEPTANCE SP 6 METHOD OF SERVICE OF NOTICE SP 6 ERRORS AND ON'SSIONS SP 6 SECTION 7 SP 6 SANITATION SP 6 LOAD LIMITS SP 6 EMPLOYMENT OF STATE RESIDENTS SP 7 WAGES SP 7 SUBCONTRACTING SP 9 RECORDS AND REPORTS SP 9 CONTRACTOR'S RESPONSIBILITY FOR WORK SP 10 _ RESPONSIBILITY FOR DAMAGE SP 11 PROTECTION AND RESTORATION OF PROeERTY SP 11 RESTORATION OF STRUCTURES AND SURFACES SP 11 UTILITIES AND SIMILAR FACILITIES SP 13 Revised 3/84 i PUBLIC LIABILITY AND PROPERTY DAMAGE SP 0 GENERAL SAFETY REQUIREMENTS SP 13 FLAGMEN, BARRICADES, AND SIGNS SP 14 DUST CONTROL SP 15 RIGHTS OF WAY SP 15 EMPLOYMENT OPENINGS SP 15 SECTION 8 SP 15 PROGRESS SCHEDULE SP 15 PRE-CONSTRUCTION CONFERENCE SP 16 NOTICE TO PROCEED SP 16 TIME OF COMPLETION SP 16 LIQUIDATED DAMAGES SP 17 OVERTIME WORK BY OWNER EMPLOYEES SP 17 CONTRACTOR'S PLANT AND EQUIPMENT SP 17 ATTENTION TO WORK SP 18 _ _CTION 9 S? 18 MEASUREMLNT OF QUANTITIES SP 18 y SCOPE OF PATENT SP 19 OWNER'S RIGHT TO WITHHOLD CERTAIN AMOUNTS SP 19 Revised 3/54 T SECTION 1 1-1.39A SPECIAL PROVISIONS (ADDITIONAL SE � 1 ALL PROVISIONS OF THE APWA STANDARD SPECIFICATIONS RELATING TO AND PROVIDING FOR THE METHOD OF MEASUREMENT AND PAYMENT FOR WJRK PERFORMED ARE DELETED AND VOID. THE MEASUREMENT AND PAYMENT SECTION SET FORTH IN THESE DOCUMENTS SHALL. BE THE BASIS FOR PAYMENT OF ALL WORK PERFORMED UNDER THIS CONTRACT. 1-1.39B STANDARD SPECIFICATIONS (ADDITIONAL SECTION) OTHER CERTAIN REFERENCED STANDARDS, AS USED IN THIS SPECIFICATION, ARE FROM THE LATES) EDITIONS OF: AWWA AMERICAN WATERWORKS ASSOCIATION ANSI AMERICAN NATIONAL STANDARDS ASA AMERICAN STANDARDS ASSOCIATION ASTM AMERICAN SOCIETY FOR TESTING A"D MATERIALS 1-1.50 ACT OF 60D (REPLACEMENT SECTION) "ACT OF GOD" MEANS AN EARIHQUAKE, FLOOD, CYCLONE, OR OTHER CATACLYSMIC PHENOMENON OF NATURE. A RAIN, WINDSTORM, HIGH WATER OR OTHER NATURAL PHENOMENON OF UNUSUAL INTENSITY FOR THE SPECIFIC LOCALITY OF THE WORK, WHICH MIGHT REASONABLY HAVE BEEN ANTICIPATED FROM HISTORICAL RECORDS OF THE GENERAL LOCALITY OF THE WORK, SHALL NOT BE CONSTRUED AS AN ACT OF GOD. 1-1.51 SHOP ORAWINGS (REPLACEMENT SECTION) THE TERM "SHOP DRAWINGS" SHALL REFER TO THE PICTORIAL DESCRIPTION OF THE. DETAILS OF PROPOSED MATERIALS, EQUIPMENT, METHODS OF INSTALLATION, OR OTHER CONSTRUCTION PREPARED BY THE CONTRACTOR, A SUBCONTRACTOR, OR A MANUFACTURER AND SUBMITTED FOR THE APPROVAL OF THE OWNER. 1-1.52 OR EQUAL (REPLACEMENT SECTION) WFMLRE THE TERM "OR EQUAL" 15 USED HEREIN, THE OWNER, OR THE OWNER ON RECOMMENDATION OF THE ENGINEER, SHALL BE THE SOLE JUDGE OF THE QUALITY AND SUITABILITY OF THE PROPOSED SUBSiIT:ITION. SP 1 Revised 3/84 a3w3.1`*e. M-- 1-1.53 APPROVAL (REPLACEMENT SECTION) THE TERM 'APPROVAL" OR "APPROVED" SHALL MEAN APPROVAL GIVEN BY OR GIVEN PROPERLY ON THE BEHALF OF THE OWNER. SECTION 2: BID PROCEDURES AND CONDITIONS 2-1.12 PUBLIC OPENINGS OF BIDS (REPLACEMENT SECTION) SEALED BIDS WILL BE RECEIVED BY THE CITY OF RENTON, WASHINGTON, BY FILING WITH THE CITY CLERK, MUNICIPAL BUILDING, RENTON, WASHINCTON, AS PER CALL FOR BIDS AND MIL! "PENED AND PUBLICLY READ ALOUD. SECTION 3 3-1.01 CONSIDERATION OF BIDS (ADDITIONAL SECTION) AWARDING OF CONTRACT WILL BE BASED ON TOTAL SUM OF ALL SCHEDULES OF PRICES. NO PARTIAL BIDS WILL BE ACCEPTED. SECTION 4 4-1.05 PROCEDURE AND PROTEST BY THE CONTRACTOR (REPLACEMENT SECTION? ANY QUESTIONS ARISING BETWEEN THE INSPECTOR AND THE CONTRACTOR OR HIS r SUPERINTENDENT P'4 FOREMAN AS TO THE %fANING AND INTENT OF ANY PART OF THE PLANS AND SPECIFICATIONS OR ANY CONTRACT DOCUMENT, SHALL BE IMMEDIATELY WOUGHI TO THE ATTENTION OF THE PUBLIC WORKS DIRECTOR OR HIS REPRESENT;'IVES FOR INTERPRETATION AND ADJUSTMENT, IF WARRANTED. FAILURE ON THE PART OF THE PUBLIC WORKS DIRECTOR OR HIS REPRESENTATIVE TO DISCOVER AND CONDEMN OR REJECT IMPROPER, DEFECTIVE OR INFERIOR WORK OR MATERIALS, SHALL NOT BE CONSTRUED AS AN ACCEPTANCE OF ANY SUCH WORK OR MATERIALS, OR THE PART OF THE IMPROVEMENT IN WHICH THE SAME MAY HAVE BEEN USED. TO PREVENT DISPUTES AND LITIGATION, IT IS FURTHER AGREED BY THE PARTIES HERETO THAT THE PUBLIC WORKS D,AECTOR OR HIS REPRESENTATIVE SF%ALL DETERMINE THE QUANTITY AND QUAL.TY OF THE SEVERAL KINDS OF WORK EMBRACED IN THESE IMPROVEMENTS. HE SHALL DECIDE ALL QUESTIONS RELATIVE TO THE EXECUTION OF THE WOW( AND THE INTERPRETATION OF THE PLANS AND SPECIFICATIONS. SP 2 Revised 3/84 E . a m M_ I IN THE EVENT THE CONTRACTOR IS OF THE OPINION HE WILL BE DAMAGED BY SUCH INTERPRETATION, HE SHALL, WITHIN 3 DAYS, NOTIFY THE ENGINEER AND THE CITY CLERK IN WRITING OF THE ANTICIPATED NATURE AND AMOUNT OF THE DAMAGE OR DAMAGES. TIME IS OF THE ESSENCE IN THE GIVING OF SUCH NOTICE. IN THE EVENT AN AGREEMENT CANNOT 1HEN BE REACHED WITHIN 3 DAYS, THE CITY AND THE CONTRACTOR WILL EACH APPOINT AN ARBITRATOR AND THE TWO SHALL SELECT A THIRD WITHIN 30 DAYS THEREAFTER. THE FINDINGS AND DECISION OF THE BOARD OF ARBITRATORS SHALL BE FINAL AND BINDING ON THE PARTIES, UNLESS THE AGGRIEVED PARTY, WITHIN 10 DAYS, CHALLENGES THE FININGS AND DECISION BY SERVING AND FILING A PETITION FOR REVIEW BY THE SUPERIOR COURT OF KING COUNTY, WASHINGTON. THE GROUNDS FOR THE PETITION FOR REVIEW ARE LIMITED TO SHOWING THAT THE FINDINGS AND DECISION: 1. ARE NOT RESPONSIVE TO THE QUESTIONS SUBMITTED; 2. IS CONTRARY TO THE TERMS OF THE CONTRACT OR ANY COMPONENT THEREOF; 3. IS ARBITRARY AND/OR IS NOT BASED UPON )rE APPLICABLE FACTS AND THE LAW CONTROLLING THE ISSUES SUBMITTED TO ARBITRATION. THE BOARD OF ARBITRATORS SHALL SUPPORT ITS DECISION BY SETTING FORTH IN WRITING THEIR FINDINGS AND CONCLUSIONS BASED ON THE EVIDENCE ADDUCED AT ANY SUCH HFARING. THE ARBITRATION SHALL BE CONDUCTED IN ACCORDANCE WITH THE STATUTES OF THE STATE OF WASHINGTON ANO COURT DECISIONS GOVERNING SUCH PROCEDURE. THE COSTS OF SUCH ARBITRATION SHALL BE BORNE EQUALLY BY THE CITY AND THE CONTRACTOR UNLESS IT IS THE BOARD'S MAJORITY OPINION THAT THE CONTRACTOR'S FILING OF THE PROTEST OR ACTION IS CAPRICIOUS OR WITHOUT REASONABLE FOUNDATION. IN THE LATTER CASE, ALL COSTS SHALL BE BORNE BY THE CONTRACTOR. +F VENUE OF ANY SUIT SHALL BE IN KING COUNTY, WASHINGTON, AND IF THE ` CONTRACTOR IS A NON-RESIDENT OF THE STATE OF WASHINGTON, HE SHALL DESIGNATE AN AGENT, UPON WHOM PROCESS MAY BE SERVED, BEFORE COMMENCING WLPPK UNDER THIS CONTRACT . - 4-1.IC USE OF MATERIALS FOUND ON THE PROJECT (REPLACEMENT SECTION) ALL SALVAGE MATERIAL AS NOTED ON THE PLANS AND TAKEN FROM ANY OF THE DISCARDED FACILITIES SHALL, AT THE ENGINEER'S DISCRETION, BE CAREFULLY SALAVAGFD AND DELIVERED TO THE CITY SHOPS. ALL SALVAGED WATER MAINS, FIRE HYDRANTS, VALVES AND APPURTENANCES, CATCH BASINS, AND NORM AND SANITARY MANHOLE COVERS SHALL BE SALVAGED AND DELIVERED TO THE CITY SHOPS. ANY COST INCIMED IN SALVAGING AND DELIVERING SUCH ITEMS SHA'-L BE CONSIDERED INCIDENTAL TO THE PROJECT AND NO COMPENSATION WILL BE MADE. SP 3 Revised 3/94 lri4-1.12 WASTE SITES (ADDITIONAL SECTION!), ALL MATERIALS DESIGNATED BY THE ENGINEER TO BE WASTED SHALL BE HAULED, DUMPED, AND SPREAD AT THE LOCATIONS SELECTED BY 7HE CONTRACTOR. THE CONTRACTOR SHALL HAVE THE RESPONSIBILITY OF OBTAINING HIS OWN WASTE SITE. ALL WORK INCLUDED IN THIS SEC"fIDN SHALL BE CONSIDERED TO BE INCIG-NIAL TO OTHER ITEMS OF WORK AND NO FURTHER COMPENSATION WILL BE MADE. THE ROUTE TAKEN TO THE WASTE SITE SHALL BE MAINTAINED SOLELY BY THE CONTRACTOR IN A MANNER AS DESCRIBED BELOW: THE CONTR6' f0R SWILL BE PREPARED TO USE WATER TRUCKS, POWER SWEEPERS, AND RELATED EQUIPMENT AS DEEMED NECESSARY BY THE CITY PUBLIC WORKS DIRECTOR TO ALLEVIATE THE PROBLEM OF LOST SPOILS ALONG THE ROUTE. PROMPT RESTORATION OF THE ROUTE IS MANDATORY. 4-1.13 HOURS OF WORK 'REPLACEMENT SECTION THE WORKING HOURS FOR THIS PROJECT WILL BE LIMITED TO WEEKDAYS DURING THE PERIOD FROM 8:00 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, OR WELFARE. 4-1.14 CONTRACTOR'S COPIES OF CONTRACT DOCUMENTS THE CONTRACTOR WILL BE SUPPLIED EY THE OWNER WITH 5 SETS OF PLANS AND SPECIFICATIONS. AT LEAST ONE COMPLETE SET OF CONTRACT DOCUMENTS, INCLUDING ONE FULL SIZE SET OF DRAWINGS, SHALL BE KEPT AT THE SITE OF CONSTRUCTION IN GOOD CONDITION AND AT ALL TIMES AVAILABLE TO THE OWNER AND THE ENGINEER. ADDITIONAL COPIES OF THE CONTRACT DOCUMENTS, IF REQUIRED, WILL BE FURNISHED BY THE OWNER AT NET COST OF REPRODUCTION. SECTION 5 5-1.03 SUBMITTALS (REPLACEMENT SECTION) THE CONTRACTOR SHALL FURNISH ALL DRAWINGS, SPECIFICATIONS, DESCRIPTIVE DATA, CERTIFICATES, SAMPLES, TESTS, METHOD, SCHEDULES, 4ND MANUFACTURER'S INSTRUCTIONS AS REQUIRED TO DEMONSTRATE FULLY THAT THE MATERIALS AND EQUIP—NI TO BE FURNISHED AND $ METH00 OF WORK COMPLY WITH THE PROVISIONS AND ' -NI OF THE SPECIFICATIONS AND DRAWINGS. IF THE INFORMATION SHOWS ANY DEVIATION FROM THE CONTRACT REWIREMENTS, THE CONTRACTOR SHALL, BY A STATEMENT IN WRITING ACCOMPANYING 1Nr INFORMATION, ADVISE THE ENGINEER OF THE DEVIATION AN" STATE THE REASONS THEP 'E. SP Revised 3 lr2-1-05 CONSTRUCTION STAKING (RFPUGCEMENT SECTI THE ENGINEER SHALL HAVE THE RIGHT TO MAKE REASONABLE CHANGES IN THE GRADES AS THEY ARE SHOWN ON THE DRAWINGS. GRADES WILL BE ESTABLISHED IN THE FORM OF OFFSET STAKES AT DISTANCES NOT GREATER THAN 50 FEET, SET IN ADVANCE OF THE WORK. WHENEVER WORK IS 1N PROGRESS, THE CONTRACTOR SHALL HAVE IN HIS EMPLOYMENT A WORKER COMPETENT TO SET A BATTER BOARD OR OTHER CONSTRUCTION GUIDE FROM THE LINE AND GRADE STAKES GIVEN BY THE ENGINEER. SUCH EMPLOYEES SHALL HAVE THE DUTY AND RESPONSIBILITY OF PLACING AND MAINTAINING SUCH CONSTRUCTION GUIDES. A BATTER BOARD SET WITH AN ENGINEER'S LEVEL SHALL BE USED FOR ALL LINES SET ON A GRADE OF 0.50 PERCENT OR LESS, AT LEAST THREE BATTER BOARDS SHALL REMAIN IN PLACE DURING PIPE LAYING OPERATIONS. IF, THROUGH THE CONTRACTOR'S NEGLIGENCE, ANY STAKES SHALL BE DESTROYED AND REQUIRE RESETTING, A SUM SHALL BE DEDUCTED FROM THE CONTRACTOR'S FINAL PAYMENT EQUIVALENT TO THE EXTRA COST IN ENGINEERING REQUIRED FOR SUCH 9 REPLACEMENT. THE LASER METHOD OF ESTABLISHING GRADE MAY BE USED PROVIDING: 1. REQUESTS FOR USE, EQUIPMENT, AND METHOD OF OPERATION ARE SUBMITTED FOR CITY REVIEW AND APPROVAL AT LEAST FIVE DAYS PRIOR TO USE. 2. GRADES ARE CHECKED AT LEAST ONCE EVERY 5C FEET AND AT LEAST 3 TIMES DAILY BY CONVENTIONAL METHODS. 3. PROPER ANCHORING OF PIPE IS PERFORMED IN LOCATIONS WHERE A BOX IS BEING USED FOR EXCAVATION. THE CONTF'ACTC kLL ARRANGE HIS WORK TO ALLOW A REASONABLE 1IME FOR THE SETTING OF ST, cOR THE NEXT PHASE OF HIS OPERATION TO PREVENT WORK DELAYS WHILE WAITING Fes.. ONSTRUCTION GUIDES. THE COr,'RACTOR SHALL ASSUME FULL RESPONSIBILITY FOR DETAILED DIMENSIONS AND TRANSFE"ING ELEVATIONS OR MEASUREMENTS MEASURED FROM SUCH STAKES AND MARKS. DELAYS BY REASON OF LACK OF STAKES OR A TIME REQUEST FOR SURVEY LESS THAN 3 DAYS ARE DEEMED A RISK TO THE CONTRACTOR AND SHALL 401 BE THE BASIS FUR CLAIMS FOR ADDITIONAL COMPENSATION OR CONSTRUCTION TIME. ALL COSTS FOR THE CONTRACTOR'S SURVEYING SHALL BE CONSIDERED INCIDENTAL TO OTHER BID ITEMS IN THE PROPOSAL, AND NO FURTHER COMPENSATION WILL BE MADE, UNLESS A BID ITEM FOR SURVEYING IS SPECIFICALLY LISTED IN THE SCHEDULE OF PRICES. SP 5 Revised 3/84 5-1 12 FINAL ACCEPTANCE (REPLACEMENT SECTION) THE CONTRACTOR SHALL NOTIFY THE ENGINEER IN WRITING OF THE COMPLETION OF THE WORK WHEREUPON THE ENGINEER WILL PROMPTLY, BY PERSONAL INSPECTION, SATISFY HIMSELF AS TO THE ACTUAL COMPLETION OF THE WORK IN ACCORDANCE WITH THE TERMS OF THE CONTRACT, AND SHALL THEREUPON RECOMMEND TO THE OWNER THAT THE WORK IS ACCEPTABLE. FINAL DETERMINATION OF THE ACCEPTABILITY OF THE WORK SHALL BE WADE BY THE OWNER. 5-1 15 METHOD OF SERVICE OF NOTICE (REPLACEMENT SECTION) WRITTEN NOTICE S1OLL BE DEEMED TO HAVE BEEN DULY SERVED IF DELIVERED IN PERSON TO THE INDIVIDUAL, OR TO A PARTNER OF THE FIRM, OR TO AN OFFICER OF THE CORPORATION OR OWNER OR TO AN EXECUTIVE OFFICIAL IF THE OWNER 15 A GOVERNMENTAL BODY, OR IF SENT BY REGISTERED LIMITED STATES WAIL TO THE BUSINESS ADDRESS SHOWN IN THE CONTRACT DOCUMENTS. 5-1.17 ERr .i AND OMISSIONS (REPLACEMENT SECTIONI IF THE CONTRACTOR, IN THE COURSE OF HIS WORK, BECOMES AWARE OF ANY ERRORS OR OMISSIONS IN THE CONTRACT DOCUMENTS OR IN THE LAYOUT AS GIVEN BY SURVEY POINTS AND INSTRUCTIONS, OR IF HE BECOMES AWARE OF ANY DISCREPANCY BETWEEN THE CONTRACT DOCUMENTS AND THE PHYSICAL CONDITIONS OF THE LOCALITY, HE SHALL IME01ATELY INFORM THE ENGINEER. THE ENGINEER, IF HE DEEMS IT NECESSARY, SHALL RECTIFY THE MATTER AND ADVISE THE CONTRACTOR ACCORDINGLY. ANY WORK DONE AFTER SUCH DISCOVERY, UNTIL AUTHORIZED, WILL BE DONE AT THE CONTRA,TOR'S RISK. SECTION 7 --1 D4 SANITATION (ADDITIONAL SECTION) ALL EXPENSES INCURRED IN SUPPLYING ACCESS, PARKING, AND SANITATION FACILITIES SHALL BE CONSIDERED INCIDENTIAL TO THE PROJECT AND NO COMPENSATION SHALL BE MADE. 7-1.07 LOAD LIMITS (REPLACEMENT SEC'.ION) ALL MOTOR VEHICLES OF THE CONTRACTOR, SUBCONTRACIOPF AND SUPPLIERS SHALL STRICTLY ADHERE TO CH. 46.44 OF THE MOTOR VEHIC- IS OF THE STATE OF WASHINGTON (1967 EDITION AND AMENDMENTS THEREOF) IN REGARD TO SIZE, WEIGHT, AND LOADS OF MOTOR VEHICLES. PAYMENT WILL NOT BE MADE FOR ANY MATERIAL THAT IS DELIVERED IN EXCESS OF THE LEGAL WEIGHT FOR WHICH THE VEHICLE IS LICENSED. SP 6 Revised 3/84 m m ANY VIOLATION OF THESE REGULATIONS SHALL BE REPORTED TO THE AFFECTED LAW ENFORCEMENT AGENT. THE CONTRACTOR IS TO FURNISH 10 THE PUBLIC WORKS DIRECTOR A LISTING OF ALL HAUL VEHICLES USED ON THIS PROJECT, LISTING THE VEHICLE NUMBER, LICENSE NUMBER, TARE WEIGHT, AND LICENSED LOAD LIMITS. 7-1.08 EMPLOYMENT OF STATE RESIDENTS (REPLACEMENT SECTION) THE SECTION ON EMPLOYMENT OF STATE RESIDENTS IS DELETED IN ITS ENTIRETY. 7-1.09 WAGES (REPLACEMENT SECTION) THIS CONTRACT IS SUBJECT TO CHAPTER 39.12 RCW, AND AMENDMENTS AND ADDITIONS THERETO RELATING TO MINIMUM WAGES. ON FEDERAL AID PROJECTS, FEDERAL WAGE LAWS AND REGULATIONS ARE ALSO APPLICABLE. HOURLY MINIMUM RATES OF WAGES AND FRINGE BENEFITS ARE SHOWN IN THE CONTRACT. WHEN FEDERAL WAGE RATES AND FRINGE BENEFITS ARE LISTED, THEY ARE IN ACCORDANCE WITH THE UNITED STATES DEPARTMENT OF LABOR DECISION NUMBER WA 83-5110. THE CONTRACTOR, ANY SUBCONTRACTOR, OR OTHER PERSON DOING THE WORK OR ANY PART OF 17 SHALL NOT PAY ANY WORKMEN, LABORERS, OR MECHANICS LESS THAN THE REQUIRED HOURLY MINIMUM RATES OF WAGES SHOWN IN THE CONTRACT. WAGES IN EXCESS OF SUCH HOURLY RATES MAY BE PAID. IN ADDITION TO THE WAGE RATE DESIGNATED, THE EMPLOYEER SHALL CONTRIBUTE FOR EACH COMPENSABLE HOUR THE FRINGE BENEFITS LISTED. IT IS SPECIFICALLY UNDERSTOOD AND AGREED THAT T' WAGE RATES A,: FRINGE BENEFITS FOR THIS CONTRACT ARE SUBJECT TO CHANGES, iAT THE BIDDER ACCEPTS FULL RESPONSIBILITY AND ASSUMES THE RISK OF ANY INCRdASED LABOR ,T BY REASON OF PAYING HIGHER RATES THAN THOSE SHOWN IN THE CONTRACT. THE DOES NOT WARRANT OR REPRESENT THAT LABOR CAN 9E PROLURED FOR THE MINIMUM kh,L', SET FORTH OR AS CHANGED. IT IS THE '.ONTRACTOR'S RESPONSIBILITY TO ASCERTAIN THE WAGES ABOVE SUCH MINIMUM AS HE WILL HAVE TO PAY. THE CONTRACTOR SHALL POST, IN A LOCATION ACCEPTABLE TO THE CITY AND INDUSTRIES, A COPY OF THE APPROVED "STATEMENT OF INTENT TO PAY PREVAILING WAGt," A COPY OF THE PREVAILING WAGE RATES FOR THE PROJECT UPON WHICH THE CONTRACTOR HAS INDICATED THE APPROXIMATE NUMBER OF WORKERS IN EACH CLASSIFICATION; AND THE ADDRESS AND TELEPHONE NUMBER OF THE INDUSTRIAL STATISTICIAN OF THE DEPARTMENT OF LABOR AND INDUSTRIES WHERE A COMPLAINT OR INQUIRY CONCERNING PREVAILING WAGES MAY BE MADE. ON PROJECTS GOVERNED BY WAGE RATES DETERMINED BY THE STATE OF WASHINGTON DEPARTMENT OF LABOR AND INDUSTRIES AND BY THE U.S. SECRETARY OF LABOR, IF THERE IS A DIFFERENCE BETWEEN THE TWO R THE PREVAILING RATE OF WALE FOR A SIMILAR CLASSIFICATION OF LABOR, THE CONTRACTOR SHALL PAY NOT LESS THAN THE WAGE WHICH IS THE HIGHER OF THE TWO. SP 7 Revised 3/B4 IF THE CONTRACTOR MAKES USE OF APPRENTICES ON PROJECTS GOVERNED BY WAGE RATES DETERMINED BY THE STATE DEPARTMENT OF LABOR AND INDUSTRIES, HE SMALL PRES-N TO THE ENGINEER WRITTEN EVIDENCE OF REGISTRATION OF SUCH EMPLOYEES IN A PROGRAM APPROVED BY THE STATE APPRENTICESHIP COUNCIL AND THE PERIOD OF PROGRESSION FOR EACH SUCH APPRENTICE EMPLOYEE. IF THE CONTRACTOR WAKES USE OF APPRENTICES ON PROJECTS GOVERNED BY WAGE RATES DETERMINED BY THE U.S. SECRETARY OF LABOR, HE SHALL PRESENT TO THE ENGINEER WRITTEN EVIDENCE OF REGISTRATION OF SUCH EMPLOYEES IN A PROGRAM OF A STATE APPRENTICESHIP AND TRAINING AGENCY APPROVED AND RECOGNIZED BY THE U.S. BUREAU OF APPRENTICESHIP AND TRAINING. IN THE ABSENCE OF SUCH A STATE AGENCY, THE CONTRACTOR SHAL' SUBMIT EVIDENCE OF APPROVAL AND REGISTRATION BY THE U.S. BUREAU OF APPRESi3CESHIP AND TRAINING. THE CONTRACTOR SMALL SUBMIT TO THE ENGINEER WRITTEN EVIDENCE OF THE ESTABLISHF0 APPRENTICE JOURNEYMAN RATIOS AND WAGE RATES IN THE PROJECT AREA, WHICH WILL BE THE BASIS FOR ESTABLISHING SUCH RATIOS AND RATES FOR THE PROJECT UNDER THE APPLICABLE CONTRACT PROVISIONS. IF ANY DISPUTE ARISES AS TO WHAT ARL THE PREVAILING RATES OF WAGES FOR WORK OF A SIMILAR NATURE TO THAT CONTEMPLATED UNDER THE CONTRACT AND SUCH DISPUTE CANNOT BE ADJUSTED BY THE PARTIES OF INTEREST, INCLUDING LABOR AND MANAGEMENT REPRESENTATIVES, THE MATTEF SMALL BE REFERRED TO THE DIRECTOR OF THE DEPARTMENT OF LABOR AND INDUSTRIES OF THE STATE OF WASHINGTON (OR Tn THE UNITED STATES SECRETARY OF LABOR WHEN PREVAILING WAGES ESTABLISHED BY THAT OFFICE ARE INVOLVED), AND HIS DECISION THEREIN SMALL BE FINAL, CONCLUSIVE AND BINDING ON ALL PARTIES INVOLVED IN THE DISPUTE. IF THE CONTRACTOR MAKES USE Or A LABOR CLASSIFICATION NOT LISTED IN THE SPECIAL PROVISIONS, THE CONTRAL JR SHALL REQUEST THE DETERMINATION OF THE APPROPRIATE WAGE RATE FOR THE CLASSIFICATION AND FOR THE AREA IN WHICH WORK IS PERFORMED, FROM THE INDUSTRIAL STATISTICIAN OF THE DEPARTMENT OF Ll'9DR AND INDUSTIIES. ON FEDERAL-AID PROJECTS THE CONTRACTDR AND EACH SUBCONTRACTOR SHALL FURNISH WEEKLY PAYROLL STATEMENTS TO THE ENGINEER. IF WEEKLY STATEMENTS ARE NOT UTILIZED THE CONTRACTOR SHALL FURNISH A CERTIFICATION P-IOR TO EPf:H PROGRESS ESTIMATE PAYMENT, CONFIRMING THAT PREVAILING WAGE RATES HAVE BEEN PAID. IF THE CONTRACTOR UTILIZES THE OCCUPATION CODE WHEN SUBMITTING PAYROLLS AND WAGE AFFIDAVITS, AND MORE THAN ONE JURISDICTIONAL AREA IS INVOLVED IN TM' PROJECT, )HE JURISDICTIONAL AREA INVOLVED SHALL BE SHOWN IMMEDIATELY FOLLOWINE, THE OCCUPATION CODE NUMBER, I.E.: 10-0010 YAK.E. THE CONTRACTOR'S RECORDS PERTAINING TO WAGES PAID AND PAYROLLS SHALL BE OPEN TO INSPECTION OR AUDIT 8' REPRESENTATIVES OF THE CITY DURING THE LIFE OF THE CONTRACT AND FOR A PERIOD uF NOT LESS THAN THREE (3) YEARS AFTER THE DATE OF ACCEPTANCE THEREOF, AND THE CONTRACTOR SHALL RETAIN SLCH RECORDS FOR THAT PERIOD. WHERE SUCH RECORDS PERTAINING TO WAGES PAID AND PAYROLLS FOR THE CONTRACT ARE MAINTAINED BY SUBCONTRACTORS OR AGENTS OF THE CDNTRACTOR, THE CONTRACTOR EXPRESSLY GUARANTEES TH��' THE RECORDS OF SUCH SUBCONTRACTOR° OR AGENTS SHALL BE OPEN TO INSPECTION AUDIT BY REPRESENTATIVES OF THE v THE SALE TERMS AND COND )N� AS THE RECORDS OF THE CONTRACTOR. IF IS TO BE COMMENCED MORE .AN SIXTY (60) DAYS AFTER THE ACCEPTANCE -, CONTRACT, THE CONTRACTOR WILL BE GIVEN A REASONABLE NOTICE OF fHE SUCH AUDIT IS TO BEGIN. SP 8 Revised 3/84 BEFORE PAYMENT IS MADE BY THE CITY OF ANY SUMS DUE UNDER THIS CONTRACT, THE CITY MUST RECEIVE FROM THE CONTRACTOR AND EACH SUBCONTRACTOR A COPY OF "STATEMENT OF INTENT TO PAY PREVAILING WAGES" (FORM L P 1 NUMBER 700-29 WASHINGTON STATE DEPARTMENT OF LABOR AND INDUSTRIES). UPON COMPLETION OF THIS CONTRACT, THE CITY MUST RECEIVE FROM THE CONTRACTOR AND EACH SUBCONTRACTOR A COPY OF "AFFIDAVIT OF WAGES PAID" (FORM L 6 I 13NMR 700-7 STATE DEPARTMENT OF LABOR AND INDUSTRIES) CERTIFYING THAT ALL PREVAILING WAGE REQUIREMENTS HAVE BEEN SATISFIED. IN AUDITION, THE CITY MUST RECEIVE FROM THE PRIME CONTRACTOR A COPY OF "RELEASE FOR THE PROTECTION OF PROPERTY OWNERS AND GENERAL CONTRACTOR" (FORM L d I NUMBER 206083 THE STATE DEPARTMENT OF LABOR AND INDUSTRIES). THESE AFFIDAVITS WILL BE REQUIRED BEFORE ANY FUNDS RETAINED, ACCORDING TO THE PROVISIONS OF RCW 60.28.010 ARE RELEASED TO THE CONTRACTOR. FORMS MAY BE OBTAINED FROM THE DEPARTMENT OF LABOR AND INDUSTRIES. A FEE OF $12.00 PER EACH "STATEMENT OF INTENT TO PAY PREVAILING WAGES" AND "AFFIDAVIT OF WAGES PAID" IS REQUIRED TO ACCOMPANY EACH FORM SUBMITTED TO THE DEP",RTMENT OF LABOR AND INDUSTRIES. THE CONTRACTOR IS RESPONSIBLE FOR PAYMEN- OF THESE FEES AND SHALL MAKE ALL APPLICATIONS DIRECTLY TO THE DEPARTMENT OF LABOR AND INDUSTRIES. THESE FEES SHALL BE INCIDENTAL TO ALL THE 9ID ITEMS OF THIS CONTRACT. IN ADDITION, THE PRIM£ CONTRACTOR SHALL SUBMIT TO THE WASHINGTON STATE DEPARTMENT OF LABOR AND INDUSTRIES A "REQUEST FOR RELEASE" FORM PROVIDED BY THE DEPARTMENT OF LABOR AND INDUSTRIES. THESE AFFIDAVITS WILL BE REQUIRED BEFORE ANY FUNDS RETAINED ACCORDING TO THE PROVISION OF RCW 60.28.010 ARE RELEASED TO THE CONTRACTOR. 7-1.11I SUBCONTRACTING (ADDITIONAL SECTION) BEFORE PAYMENT OF THE FINAL. ESTIMATE, THE CONTRACTOR SHALL SUBMIT AFFIDAVIT OF AMOUNTS PAID TO MINORITY BUSINESS ENTERPRISE AND/OR WOMEN BUSINESS ENTERPRISE PARTICIPANTS ON THE FORM PROVIDED BY THE CITY; CERTIFYING THE AMOUNT PAID TO MINORITY BUSINESS ENTERPRISE AND/OR WOMEN BUSINESS ENTERPRISE PARTICIPANTS. 7-1.11J RECORDS AND REPORTS (REPLACEMENT SECTION) ION) THE CONTRACTOR WILL BE REQUIRED TO COMPLETE ANL SUBMIT THE FOLLOWING DOCUMENTS BEFORE PROGRESS AND/OR FINAL PAYMENTS TO THE CONTRACTOR WILL BE APPROVED BY "HE PUBLIC WORKS DIRECTOR: 1. EACH MONTH - DE'ARTMENT OF LABOR STANDARD FORM 257 2. EACH JULY - STATE HIGHWAY FORM PR-1391 THE OWNER WILL FURNISH THESE FORMS TO THE PRIME CONTRACTOR OWING THE PRECONSTRUCTION MEETING. SP 9 Revised 3/84 AN EQUAL EMPLOYMENT OPPORTUNITY REPORT CERTIFICATE SHALL BE EXCCU 4Y THE BIDDER WITH HIS BID PROPOSAL ON THIS PROJECT AND WHICH COMES IN THE PROVISIONS OF THE EQUAL EMPLOYMENT OPPORTUNITY REGULATIONS OF THE SEI.:.ETARY OF LABOR AS REVISED MAY 21, 1968. THE FORM OF CERTIFICATE WILL OF FURNISHED TO THE CONTRACTOR WITH THE PROPOSAL, STATING AS TO WHETHER HE, HIS FIRM, ASSOCIATION, CO-PARTNERSHIP, OR CORPORATION HAS PARTICIPATED IN ANY PREVIOUS CONTRACTS OR SUBCONTRACTS SUBJECT TO THE EQUAL OPPORTUNITY CLAUSE AND IF SO, WHETHER OR NOT HE HAS SUBMITTED ALL REPORTS DUE UNDER APPLICABLE. FILING REQUIREMENTS. FAILURE ON THE PART OF THE BIDDER TO FURNISH THE REQUIRED CERTIFICATE WILL BE DUE CAUSE FOR REJECTION OF THE BID. IF A CONTRACTOR TO WHOA AN AWARD IS ABOUT TO BE MADE, EXCEPT FOR LACK OF AN EQUAL EMPLOYMENT OPPORTUNITi REPORT CERTIFICATE, REFUSES OR FAILS TO PROMPTLY EXECUTE AND FURNISH THE REQUIRED CERTIFICATE WITHIN 10 DAYS AFTER NOTICE BY THE DIRECTOR OF PUBLIC WORKS THAT SAME IS LACKING FROM HIS PROPOSAL. THE PROPOSAL GUARANTEE, IN FORM OF BOND, CHECK, OR CASH WHICH ACrnPANIED THE BID, WILL BE FORFEITED TO THE CITY. WHENEVER A CONTRACTOR REQUESTS PERMISSION TO SUBLET A PART OF ANY CONTRACT AND SUCH CONTRACT COMES WITHIN THE PROVISIONS OF THE EQUAL OPPORTUNITY REGULATIONS OF THE SECRETARY OF LABOR, REVISED MAY 21, 068, HE SHALL OBTAIN THIS CERTIFICATION FROM HIS PROPOSED SUBCONTRACTOR AND FORWARD I7 TOGETHER WITH SUCH REQUEST. NO SUBCONTRACT WILL BE APPROVED BEFORE RECEIPT OF SUCH CERTIFICATION FROM THE SUBCONTRACTOR. FOR THIS PURPOSE, CERTIFICATION FORMS MAY BE OBTAINED FROM THE PROJECT ENGINEER ASSIGNED TO THIS PROJECT. 7-1.13 CONTRACTOR'S RESPONSIBILITY FOR WORK (REPLACEMENT SECTION) THE WORT( SHALL BE UNDER THE CONTRACTOR'S RESPONSIBLE CARE AND CHARGE. THE CONTRACTOR SHALL BEAR ALL LOSS AND DAMAGE WHATSOEVER AND FROM WHATSOEVER CLAUSE, EXCEFT THAT CAUSED SOLELY BY THE ACT OF THE OWNER WHICH MAY OCCUR ON OR TO THE WORK DURING THE FULFILLMENT OF THE CONTRACT . IF ANY SUCH LOSS OR DAMAGE OCC[rS, THE CONTRACTOR SHALL IMMEDIATELY MAKE GOOD ANY SUCH LOSS OR DAMAGE, AND IN THE EVENT OF THE CONTRACTOR REFUSING DR NEGLECTING TO DO SO, THE OWNER MAY ITSELF OR BY THE EMPLOYMENT OF SOME OTHER PERSON MAKE GOOD ANY SUCH LOSS OR DAMAGE, AND THE COST AND EXPENSE OF SO DOING SHALL BE CHARGED TO THE CONTRACTOR. THE CONTRACTOR ALONE SHALL AT ALL TIMES BE RESPONSIBLE FOR THE SAFETY OF HIS AND HIS SUBCONTRACTOR'S EMPLOYEES, AND FOR HIS AND HIS SUBCONTRACTOR'S PLANT AND EQUIPMENT AND THE METHOP OF PROSECUTING THE WORK. DURING UNFAVORABLE WEATHER AND OTHER CONDITIONS, THE CONTRACTOR SHALL PURSUE ONLY SUCH PORTIONS OF THE WORK AS SHALL NOT BE DAMAGED THEREBY. SP 10 Revised 3/84 NO PORTION OF THE WORK WHOSE SATISFACTORY QUALITY OR EFFICIENCY WILL BE AFFECTED BY UNFAVORABLE CONDITIONS SHALL BE CONSTRUCTED WHILE THESE CONDITIONS EXIST, UNLESS BY S"'ECIAL MEANS OR PRECAUTIONS ACCEPTABLE TO THE ENGINEER, THE CONTRACTOR SMALL BE ABLE TO OVERCOME THEM. 7_1.14 RESPONSIBILITY FOR DAMAGE (ADDITIONAL SECTION) THE CONTRACTOR SHALL BE RESPONSIBLE FOR CONTROLLING DUST AND MUD WITHIN THE PROJECT LIMITS AND ON ANY STREET WHICH IS UTILIZED BY HIS EQUIPMENT FOR THE DURATION OF THE PROJECT. THE CONTRACTOF SHALL BE PREPARED TG USE WATERING TRUCKS, POWER SWEEPERS, AND OTHER PIECES OF EQUIPMENT ;S DEEMED NECESSARY BY THE ENGINEER, TO AVOID CREATING A NUISANCE. DUST AND MUD CONTROL SHALL BE CONSIDERED AS INCIDENTAL TO THE PROJECT, AND NO COMPENSATION WILL BE MADE FOR THIS SECTION. COMPLAINTS OF DUST, MUD, OR UNSAFE PRACTICES AND/OR PROPERTY DAMAGE TO PRIVATE OWNERSHIP WILL BE TRANSMITTED TO THE .'ONTRACTOR AND PROMPT ACTION IN CORRECTING WILL BE REQUIRED. WRITTEN NOT.CE OF CORRECTION OF COMPLAINT ITEMS WILL BE CALLED FOR SHOULD REPETITIVE COl'l-AINTS BE RECEIVED BY THE CITY. 7-1.16 PROTECTION AND RESTORATION OF PROPERTY (REPLACEMENT SECTION) THE OWNER WILL OBTAIN ALL EASEMENTS AND FRANCHISES REQUIRED FOR THE PROJECT . THE CONTRACTOR SHALL LIMIT HIS OPERATION TO THE AREAS OBTAINED AND SHALL NOT TRESPASS ON PRIVATE PROPERTY. THE OWNER MAY PROVIDE CERTAIN LANDS, AS INDICATED IN CONNECTION WITH THE WORK UNDER THE CONTRACT TOGETHER WITH THE RIGHT OF ACCESS TO SUCH LANDS. THE CONTRACTOR SHALL NOT UNREASONABLY ENCUMBER THE PREMISES WITH HIS EQUIPMENT OR MATERIALS. THE CONTRACTOR SHALL PROVIDE, WITH NO LIABILITY TO THE OWNER, ANY ADDITIONAL LAND AND ACCESS THERETO NOT SHOWN OR DESCRIBED THAT WAY BE REQUIRED FO., TEMPORARY CONSTRUCTION FACILITIES OR STORAGE OF MATERIALS. HC SHALL CONSTRUCT ALL ACCESS ROADS, DETOUR ROADS, OR OTHEP TEMPORARY WORK AS REQUIRED BY HIS P0F.RATIONS. THE CONTRACTOR SHAL'_ CONFINE HIS EQUIPMENT, STORAGE OF MATERIAL, Al,D OPERATION OF HIS WORKERS 'U THOSE AREAS SHOWN AND DESCRIBED AND SUCH ADDITIONAL AREAS AS HE MAY PROVIDE. RESTORATION OF STRUCTURES AND SURFACES A. GENERAL. ALL CONSTRUCTION WORK UNDER THIS CONTRACT ON EASEMENTS, RIGHT-OF-WAY, OVER PRIVATE PROPERTY OR FRANCHISE, SHALL BE CONFINED TO THE LIMITS OF SUCH EASEMENTS, RIGHT-OF-WAY Cat FRANCHISE. ALL WORK SHALL BE ACCOMPLISHED SO AS TO CAUSE THE LEAST AMOUNT OF DISTURBANCE AND A MINIMUM AMOUNT OF DAMAGE. THE CONTRACTOR SHALL SCHEDULE HIS WORK SO THAT TRENCHES AC;:OSS EASEMENTS SMALL NOT BE LEFT OPEN DURING WEEKENDS OR HOLIDAYS AND TRENCHES SHALL NOT BE OPEN FOR MORE THAN 48 HOURS. SP 11 Revised 3/84 . �` a W-774 Spec. Data 2+ III B. STRUCTURES. THE CONTRACTOR SWILL REMOVE SUCH EXISTING STRUCTURES AS MAY BE NECESSARY FOR THE PERFORMANCE OF THE WORK AND, IF REQUIRED, SHALL REBUILD THE STRUCTURES THUS REMOVED IN AS GOOD A CONDITION AS FOUND WITH MINIMUM REQUIREMENTS AS HEREIN SPECIFIED. He SHALL ALSO REPAIR ALL EXISTING STRUCTURE.,; WHICH MAY BE DAMAGED AS A RESULT OF THE WORK UNDER THIS CONTRACT. C. LA$EMENTS - CULTIVATED AREAS AND OTHER SURFACE IMPROVEMENTS. ALL CULTIVATED AREAS, EITHER AGRICULTURAL OR LAWNS, AND OTHER SURFACE IMPROVEMENTS WHICH ARE DAMAGED BY ACTIONS OF THE CONTRACTOR SHALL BE RESTORED AS NEARLY AS POSSIBLE TO THEIR ORIGINAL CONDITION. PRIOR TO EXCAVATION ON AN EASEMENT OR PRIVATE RIGHT-OF-WAY, THE CONTRACTOR SHALL STRIP TOP SOIL FROM THE TRENCH OR CONSTRUCTION AREA AND STOCKFILE IT IN SUCH A MANNER THAT IT MAY BE REPLACED BY HIM, UPON COMPLETION OF CONSTRUCTION. ORNAMENTAL TREES AND SHRLMERY SHALL BE CAREFULLY REMOVED WITH THE EARTH SURROUNDING THEIR ROOTS WRAPPED IN BURLAP AND REPLANTED IN THEIR ORIGINAL POSITIONS WITHIN 48 HOURS. ALL SHRUBBERY OR TREES DESTROYED OR DAMAGED, SHALL BE REPLACED BY THE CONTRACTOR WIG, MATERIAL OF EQUAL QUALITY AT NO ADDITIONAL COST TO THE OWNER. IN THE EVENT THAT IT IS NECESSARY TO TRENCH THROUGH ANY LAWN AREA, THE SOO SMALL BE CAREFULLY CUT AND ROLLED AND REPLACED AFTER THE TRENCHES HAVE BEEN BACKFILLED. THE LAWN AREA SHALL BE CLEANED BY SWEEPING O° OTHER MEANS, OF ALL EARTH AND DEBRIS. THE CONTRACTOR SHALL USE RUBBER WHEEL EQUIPMENT SIMILAR TO THE SMALL TRACTOR-TYPE BACKHOES USED BY SIDE SEWER CONTRACTORS FOR ALL WORK, INCLUDING EXCAVATION AND BACKFILL, ON EASEMENTS OR RIGHTS-OF-WAY WHICH HAVE LAWN AREAS. ALL FENCES, MARKERS, MAIL BOXES, OR OTHER TEMPORARY OBSTACLES SHALL BE REMOVED BY THE CONTRACTOR AND IMEDIATELY REPLACED AFTER TRENCH IS BACKFILLED IN THEIR ORIGINAL POSITION. THE CONTRACTOR SHALL NOTIFY THE OWNER AND PROPERTY OWNER AT LEAST 24 HOURS IN ADVANCE OF ANY WORK DONE ON EASEMENTS OR RIGHTS-OF-WAY. ALL CONSTRUCTION WORK UNDER THE CONTRACT ON EASEMENTS, RIGHT-OF-WAY OR FRANCHISE SMALL BE CONFINED TC THE LIMITS OF SUCH EASEMENTS, RIGHT-OF-WAY OR FRANCHISE. ALL WORK SHALL BE ACCOMPLISHED SO AS TO CAUSE THE LEAST AMOUNT OF DISIURBANCE AND A MINIMUM AMOUNT OF DAMAGE. THE CONTRACTOR SHALL SCHEDULE HIS WORK SO THAT TRENCHES ACROSS EASEMENTS SHALL NOT BE. LEFT OPEN DURING WEEKENDS OR HOLIDAYS, AND TRENCHES SHALL NOT BE LEFT OPEN FOR MORE THAN 48 HOURS. DAMAGE TO EXISTING STRUCTURES OUTSIDE OF EASEMENT AREAS THAT MAY RESULT FROM DEWATERING AND/OR OTHER CONSTRUCTION ACTIVITY UNDER THIS CONTRACT SHALL BE RESTORED TO ITS ORIGINAL CONDITION OR BETTER. THE ORIGINAL CONDITION SHALL BE ESTABLISHED BY PHOTOGRAPHS TAKEN AND/OR INSPECTION MADE PRIOR TO CONSTRUCTION. ALL SUCH WORK SHALL BE DONE TO THE SATISFACTION OF THE PROPERTY OWNERS AND THE OWNER Al THE EXPENSE OF THE CONTRACTOR. D. STREETS. THE CONTRACTOR WILL ASSUME ALL RESPONSIBILITY OF RESTORATION OF THE SURFACE OF ALL STREETS (TRAVELLED WAYS) USED BY HIM IF DAMAGED. IN THE EVENT THE CONTRACTOR DOES NOT HAVE LABOR OR MATERIAL IMEDIATELY AVAILABLE TO MAKE NECESSARY REPAIRS, THE CONTRACTOR SHALL SO INFORM THE OWNER. THE OWNER WILL MAKE THE NECESSARY REPAIRS AND THE COST OF SUCH REPAIRS SHALL BE PAID BY THE CONTRACTOR. SP 12 Revised 3184 0-- 7-1.17 UTILITIES AND SIMILAR FACILITIES (ADDITIONAL SECTION)) LOCATION AND DIMENSIONS SHOWN ON THE PLANS FOR EXISTING UNDERGROUND FACILITIES ARE IN ACCORDANCE WITH THE BEST AVAILABLE INFORMATION WITHOUT UNCOVERING AND MEASURING. THE OWNER DOES NOT GUARAI.TEE THE SIZE AND LOCATION OF EXISTING FACILITIES. IT SHALL OF THE CONTRACTOR'S RESPONSIBILITY TO CONTACT ALL PUBLIC AND PRIVATE COMPANIES HAVING UTILITIES AND/OR FACILITIES IN THE VICINITY OF THE CONSTRUCTION AREA. THE CONTRACTOR IS WARNED THAT CITY OF RENTON WATER, STORM DRAINAGE, SANITARY SEWERS, STREET LIGHTS, AND TRAFFIC CONTROL UNDERGROUND UTILITIES ARE NOT A PART OF THE "ONE CALL" SYSTEM AND MUST BE CONTACTED SEPARATELY AS PHESENTED IN THE TECHNICAL SPECIFICATIONS. IF, IN THE PROSECUTION OF THE WORK, IT BECOMES NECESSARY TO INTERRUPT EXISTING SURFAC'= DRAINAGE, SEWERS, UNDERORAINS, CONDUIT, UTILITIES, SIMILAR UNDERGROUND STRUCTURES, OR PARTS THEREOF, THE CONTRACTOR SHALL BE RESPONSIBLE FOR, AND SHALL TAKE ALL NECESSARY PRECAUTIONS TO PROTECT AND PROVIDE TEMPORARY SERVICES FOR SAME. TK CONTRACTOR SHALL, AT HIS OWN EXPENSE, REPAIR ALL DAMAGE TO SUCH FACILITIES OR STRUCTURES DUE TO THIS CONSTRUCTION OPERATION TO THE SATISFACTION OF THE CITY; EXCEPT FOR CITY OWNED FACILITIES WHICH WILL BE REPAIRED BY THE UTILITY DEPARTMENT AT CONTRACTOR'S EXPENSE, OR BY THE CONTRACTOR AS DIRECTED BY THE CITY. 7-1.18 PUBLIC LIABILITY AND PROPERTY DAMAGE (REPLACEMENT SECTION) THE MINIMUM POLICY LIMITS OF SUCH INSURANCE SHALL BE AS FCLLOWS: THE AMOUNT OF COVERAGE SHALL BE NOT LESS THAN A SINGLE LIMIT OF $500,000 FOR BODILY INJURY INCLUDING DEATH AND PROPERTY DAMAGE PER OCCURENCE. IN ADDITION, AN UMBRELLA INSURANCE COVERAGE OF NOT LESS THAN $5,ODO,000 SHALL BE PROVIDED, WITH THE OWNER AND ENGINEER THE HUED INSUREDS. THIS LIMIT SHALL APPLY TO COMPR'HENSIVE GENERAL LIABILITY INSURANCE AND VEHICLE LIABILITY INSURANCE. THE CONTRACTOR SHALL FURNISH THE CITY WITH SATISFACTORY PROOF OF CARRIAGE OF THE INSURANCE REQUIRED. 7-1.23A GENERAL SAFETY REQUIREMENT! (ADDITIONAL SECTION) THE CONTRACTOR SHALL NOTIFY ALL PROPERTY OWNERS ALONG THE CONSTRUCTION AREA, BY MAIL, PRIOR TO CONSTRUCTION. THE CDNTRACTOR SHALL NOTIFY ALL LOCAL POLICE, TRANSIT, AND FIRE DEPARTMENTS BY MAIL PRIOR TO CONSTRICTION. NAMES AND ADDRESSES WILL BE FURNISHED BY THE OWNER. THE CONTRACTOR SHALL FURTHER NOTIFY EACH OCCUPANCY IN PERSON A MINIMUM OF THREE DAYS PRIOR TO CONSTRUCTION IN FRONT OF EACH PROPERTY. SP 13 Revised 3/84 E- 7-1.23C FLA7EN. BARRICADES. AND SIGNS (REPLACEMENT SECTION) FLAGMEN, BARRICADES, SIGNS AND TRAFFIC CONTROL FURNISHED OR PROVIDED SHALL CONFORM TO THE STANDARDS ESTABLISHED IN THE LATEST ADOPTED EDITION OF THE "MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES," PUBLISHED BY THE U.S. DEPARTMENT OF TRANSPORTATION. COPIES MAY BE PIIRCHASFO FROM THE SUPERINTENDENT OF DOCUMENTS, U.S. GOVERNMENT PRINTING OFFICE, WASHINGTON D.C. 20402. THE CONTRACTOR SHALL IMPLEMENT THE TRAFFIC CONTROL PLAN(S) APPEARING IN THE CONTRACT PLANS, AS APPLICABLE. IF THE CONTRACTOR'S PLAN OF OPERATIONS IS IN CONFLICT WITH THE CONTRACT TRAFFIC CONTROL PLAN, HE MAY PROPOSE MODIFICATION OF THE TRAFFIC CONTROL PLAN BY SHOWING THE NECESSARY CONSTRUCTION SIGNS AND BARRICADES REQUIRED FOR THE PROJECT, AND SUBMIT IT TO THE ENGINEER FOR APPROVAL AT LEAST TEN DAYS IN ADVANCE OF THE TIME THE SIGNS AND BARRICADES WILL BE REQUIRED. THE STRIPING OF NO PASSING ZONES THAT ARE TO BE OBLITERATED IN EXCESS OF 150 FEET BY PAVING OPERATIONS SHALL BE REPLACED BY "DO NOT PASS" AND "PASS WITH CARE" SIGNS. THE SIGNS SHALL BE LOCATED NOT LESS THAN 2 FEET OUTSIDE THE USABLE SHOULDER NOR LESS THAN 7 FEET ABOVE THE EDGE OF PAVEMENT. UNLESS OTHERWISE SPECIFIED IN THE SPECIAL PROVISIONS, THE CONTRACTOR SHALL PROVIDE POSTS AND BE MAINTAINED BY THE CONTRACTOR UNTIL CONSTRUCTION OPERATIONS ARE COMPLETE. WHEN THE PROJECT INCLUDES STRIPING BY THE CONTRACTOR, THE SIGNS AND POSTS SHALL BE REMOVED BY HIM WHEN THE NO PASSING ZONES ARE RE-ESTABLISHED BY STRIPING. THE SIGNS SHALL BE RETURNED TO THE CITY AND THE POSTS WILL BECOME THE PROPERTY OF THE CONTRACTOR FOR HIS DISPOSAL. WHEN THE CONTRACTOR IS NOT RESPONSIBLE FOR THE STRIPING, THE POSTS AND SIGNS WILL BECOME THE PROPERTY OF THE CITY AND WILL BE REMOVED BY CITY FORCES WHEN THE NO PASSING ZONES ARE RE ESTABLISHED BY STRIPING. THE CONTRACTOR SHALL, AT HIS OWN EXPENSE PROVIDE ALL S. JS, BARRICADES, GUARDS, FLAGMEN, AND EQUIPMENT, CONSTRUCTION WARNINGS, AND NIGHT LIGHTS IN ORDER TO PROTECT THE PUBLIC AT ALL TIMES FROM INJURY AS A RESULT OF HIS OPERATIONS. IF THE CONTRACTOR SHOULD FAIL TO MAINTAIN SUFFICIENT LIGHTS AND BARRICADES, 1N THE OPINION OF THE ENGINEER, THE CITY SHALL HAVE THE RIGHT TO PROVIDE THESE LIGHTS AND BARRICADES AND DEDUCT SUCH COSTS FROM PAYMENTS DUE THE CONTRACTOR. WORT( SHALL BE RESTRUCTURED, THE ORDER OF WORK MODIFIED, THE HOURS OF WORK MODIFIED OR THE WORK MALTED ALTOGETHER AT THE ENGINEER'S DISCRETION WHEN THE ENGINEER FINDS SUCH A COURSE OR COURSES OF ACT10N NECESSARY TO PROTECT THE PUBLIC OR THE CONTRACTOR'S SAFETY, HEALTH, AND WELFARE. ALL SIGNS REMOVED SHALL BE SALVAGED AND DELIVERED TO THE CITY YARD. TRAFFIC MOVEMENT SHALL BE HEREIN DEFINED AS APPLYING TO BOTH VEHICULAR AND PEDESTRIAN TRAFFIC. DURING ALL PHASES OF CONSTRUCTION, TRAFFIC MOVEMENT SHALL BE MAINTAINED AS HEAR AS POSSIBLE. REASONABLE ACCESS SHALL BE MAINTAINED Al ALL TIMES TO ADJACENT PROPERTIES OUTSIDE OF THE RIGHT-OF-WAY LINE. ALL ROADS WILL BE OPEN TO TRAFFIC DURING PEAT( TRAFFIC PERIODS, 6:30 TO 8:30 A.M. AND 3:30 TO S:DO P.N. SP 14 Revised 3/84 NO WORK SHALL BE DONE ON OR ADJACENT THE ROADWAY UNTIL ALL NECESSARY SIGNS AND TRAFFIC CONTROL DEVISES ARE IN PLACE. THE COST OF FURNISHING AND PLACING ALL CONSTRUCTION AND IDENTIFICATION SIGNS SHALL BE INCIDENTAL TO THE PROJECT AND NO COMPENSATION WILL BE MADE. 7-1.23E DUST CONTROL (ADDITIONAL SECTION) THE CONTRACTOR SHALL PROVIDE A MINIMUM 1,500 GALLON CAPACITY WATE'. TRUCK WITH A PRESSURE SPRAY SYSTEM DESIGNED FOR STREET CLEANING. THE STREETS SHALL BE CLEANED OF DUST AND DEBRIS AT THE END OF EACH WOWING DAY. IN ADDITION, THE CONTRACTOR SHALL PROVIDE SPRINKLING, AS NECESSARY, TO ALLEVIATE DUST NUISANCE OR AS DIRECTED RY THE CITY. 7-1.24 RIGHTS OF WAY (ADDITIONAL SECTION) THE CITY SHALL OBTAIN ALL EASEMENTS AND ACCESS PERMISSION NECESSARY TO THE CONSTRUCTION OF ALL IMPROVEMENTS LOCATED ON PRIVATE PROPERTY AND PAY ALL COSTS OF THE SAME. COPIES OF ALL EASEMENTS AND ACCESS PERMISSION WILL BE PROVIDED TO THE CONTRACTOR. THE CONTRACTOR SHALL PERFORM ALL WORK ON PRIVATE PROPERTY IN STRICT COMPLIANCE WITH THE TERMS AND CONDITIONS OF THE EASEMENTS AND RIGHT-OF-ACCESS DOCUMENTS. 7-1.28 EMPLOYMENT OPENINGS (REPLACEMENT SECTION) ENTIRE SECTIDN OF STANDARD SPcLIFICATIONS ON EMPLOYMENT DPENINGS IS DELETED. SECTION 8 8-1.03 PROGRESS SCHEDULE (REPLACEMENT SECTION) IMMEDIATELY AFTER EXECUTION AND DELIVERY OF THE CONTRACT AND BEFORE THE FIRST PARTIAL F (MENT IS MADE, THE CONTRACTOR SHALL DELIVER TO THE ENGINEER, AN ESTIMATED CONSTRUCTION PROGRESS SCHEDULE IN FORM SATISFACTORY TO THE ENGINEER, SHOWING THE PROPOSED DATES OF COMMENCEMENT AND COMPLETION OF EACH OF THE VARIOUS PAY ITEMS OF WORK REQUIRED UNDER THE CONTRACT DOCUMENTS AND THE ANTICIPATED AMOUNT OF EACH MONTHLY PAYMENT THAT WILL BECOME DUE TO THE CONTRACTOR IN ACCORDANCE WITH THE PROGRESS SCHEDULE. THE CONTRACTOR SHALL ALSO FURNISH PERIODIC ITEMIZED ESTIMATES OF WORT( DONE FOR THE PURPOSE OF WAKING PARTIAL PAYMENTS THEREON. THE COSTS EMPLOYED IN MAKING UP ANY OF THESE SCHEDULES WILL BE USED ONLY FOR DETERMINING THE BASIS OF PARTIAL PAYMENTS AND WILL NOT BE CONSIDERED AS FIXING A BASIS FOR ADDITIONS TO OR DEDUCTIONS FROM THE CONTRACT. SP 15 Revised 3/84 SHOULD IT BECOME EVIDENT AT ANY TIME DARING CONSTRUCTION THAT OPERATIONS WILL OR MAY FALL BEHIND THE SCHEDULE OF THIS FIRST PROGRAM, THE CONTRACTOR SHALL, UPON REQUEST, PROMPTLY SUBMIT REVISED SCHEDULES IN THE SALE FORM AS SPECIFIED HEREIN, SETTING OUT OPERATIONS, METHODS, AND EQUIPMENT, ADDED LABOR FORCES OR WORKING SHIFTS, NIGHT WORK, ETC., BY WHICH TIME LOSS WILL BE MAuE UP, AND CONFER WITH THE ENGINEER UNTIL AN APPROVED MODIFICATION OF THE ORIGINAL SCHEDULE HAS BEEN SECURED. FURTHER, IF AT ANY TIME A PORTION OF THE ACCEPTED SCHEDULE IS FOUND TO CONFLICT WITH THE CONTRACT PROVISIONS, IT SWILL, UPON REQUEST BE REVISED BY THE CONTRACTOR AND THE WORK SHALL BE PERFORMED IN COMPLIANCE WITH THE CONTRACT PROVISIONS. PAYMENTS OF ANY FURTHER ESTIMATES TO THE CONTRACTOR AFTER SUCH REQUEST IS MADE AND UhilL AN APPROVED MODIFIED SCHEDULE WAS BEEN PROVIDED BY THE CONTRACTOR MAY BE WITHHELD. EXECUTION OF THE WORK ACCORDING TO THE ACCEPTED SCHEDULE OF CONSTRUCTION OR APPROVED MODIFICATIONS THEREOF, IS HEREBY MADE AN OBLIGATION OF THE CONTRACT. PRE-CONSTRUCTION CONFERENCE (ADDITIONAL SECTION) PRIOR TO THE START OF CONSTRUCTION, THE CONTRACTOR, ENGINEER, ALL SUBCONTRACTOR, UTILITY DEPARTMENT, TELEPHONE COMPANY, AND OTHER INTERESTED DEPARTMENTS SHALL ATTEND A PRE-CONSTRUCTION CONFERENCE, WI1H TIME, PLACE, AND DATE TO BE DETERMINED AFTER AWARD OF THE CONTRACT. SUBSEQUENTLY, A REPRESENTATIVE OF THE CONTRACTOR WILL ATTEND A WEEKLY CONFERENCE TO REVIEW PROGRESS AND DISCUSS ANY PROBLEMS THAT MAY BE INCURRED. THE TIME, PLACE, AND DATE TO BE ESTABLISHED AT THE PRE-CONSTRUCTION CONFERENCE. e-1.04 NOTICE TO PROCEED AND PROSECUTION OF WORT( (ADDITIONAL SECTION) THE CONTRACTOR SHALL NOTIFY THE CITY OF RENTON AT LEAST 48 HOURS PRIOR TO CCff&NCING WORK. THE SAME NOTIFICATIONS SHALL BE PROVIDED TO THE POLICE AND FIRE AUTHORITIES AND 1HE SCHOOL DISTRICT WHEN WORKING WITHIN A ROADWAY RIGHT-OF-WAY. THE CONTRACTOR SHALL ALSO NOTIFY PROPERTY OWNERS ADJACENT TO THE CONSTRUCTION AREA, INDICATING THE DURATION AND PROPOSEU TIME OF ACCESS CLOSURE TO THEIR PROPERTY. 8-1.05 TIME OF COMPLETION! (ADDITIONAL SECTION` THE CONTRACTOR IS EXPECTED TO DILIGENTLY PROSECUTE THE WORK TO COMPLETION IN ALL PARTS AND REQUIREMENTS. THE PROJECT SHALL. BE COMPLETED WITHIN THE TIME NOTED IN THE CALL FOR BIDS. SP 16 Revised 3/84 1 0 m PROVIDED, HOWEVER, THAT THE CITY COUNCIL SWILL HAVE THE RIGHT UPON REQUEST OF THE PUBLIC WORKS DEPARTMENT, CITY OF RENTON, WASHINCTON, TO EXTEND THE TIME OF COMPLETION OF SAID WORK. NO EXTENSION SWILL BE VALID UNLESS THE SAME BE IN WRITING AND ACCOMPANIED BY THE WRITTEN CONSENT TO SUCH EXTENSION BY THE SURETY ON THE BOND OF THE CONTRACTOR. TIME LOST IN REPLACING IMPROPER WORK OR MATERIAL SHALL NOT FURNISH ANY GROUNDS TO THE CONTRACTOR FOR CLAIMING AN EXTENSION Or TIME FOR THE COMPLETION OF THE WORK, AND SHALL NOT RELEASE THE CONTRACTOR FROM DAMAGES OR LIABILITIES FOR FAILURE TO COMPLETE THE WORK WITHIN THE TIME REQUIRED. RECOGNIZED HOLIDAYS SHALL BE AS FOLLOWS: NEW YEAR'S DAY, LINCOLN'S BIRTHDAY, WASHINGTON'S BIRTHDAY, MEMORIAL DAY, JULY 4, LABOR DAY, VETERANS DAY, THANKSGIVING AND THE DAY FOLLOWING, AND CHRISTMAS EVE AND CH2ISTMAS DAY. THE DAY BEFORE CHRISTMAS SHALL BE A HOLIDAY FOR CITY EMPLOYEES WHEN CHRISTMAS DAY OCCURS ON A TUESDAY OR FRIDAY. THE DAY AFTER CH2ISTMAS SHALL BE A HOLIDAY FOR CITY EMPLOYEES WHEN CHRISTMAS DAY OCCURS ON A MONDAY, WEDNESDAY, OR THURSDAY. WHEN CHRISTMAS DAY OCCURS ON A SATLRDAY, THE TWO PROCEEDING WORKING DAYS SHALL BE OBSERVED AS HOLIDAYS. WHEN CHRISTMAS DAY OCCURS ON A SUNDAY, THE TWO WORKING DAYS FOLLOWING SHALL BE OBSERVED AS HOLIDAYS. ALL REFERENCES TO RECOGNIZED HOLIDAYS IN THE STANDARD SPECIFICATIONS ARE DELETED AND VOID. 8-1.09 LIQUIDATED DAMAGES (ADDITIONAL SECTION) THE LIQUIDATED DIMACrS DO NOT INCLUDE, AND ARE :N ADDITION TO, DAMAGES FROM COSTS FOR INSPECIuo SUPERVISION, LEGAL EXPENSE, AND COURT COSTS INCURRED BEYOND CONTRACT COMPLETION DATE. THE COST OF ADDI710NAL INSPECTION AND SUPERVISION SHALL BE AN AMOUNT EQUAL TU ACTUAL SALARY COST PLUS 100 PERCENT FOR OVERHEAD. 8-1.11 OVERTIME WORK BY OWNER EMPLOYEES (REPLACEMENT SECTION) WHEN THE CONTRACTOR PERFORMS CONSTRUCTION WORK OVER THE ACCEPTED 8 HOURS PER DAY OR 40 HOURS PER WEEK, OR ON ANY CITY HOLIDAY, AND THE WORK REQUIRES INSPECTION, THEN THE CONTRACTOR SHALL REIMBURSE THE LITY AT THE RATE OF $50 PER HOUR. THE CITY SHALL HAVE THE SOLE AUTHORITY IN DETERMINING THE NECESSITY OF HAVING THE OVERTIME INSPECTION, AND SHALL NOTIFY THE CONTRACTOR OF INTENT AND SAID COSTS WILL BE DEDUCTED FROM MONIES DUE THE CONTRACTOR ON EACH MONTHLY ESTIMATE. 8-1.12 CDNTRACTOR'S PLANT AND EQUIPMENT (REPLACEMENT SECTION) THE CONTRACTOR ALONE SHALL AT ALL TIMES BE RESPONSIBLE FOR THE ADEQUACY, EFFICIENCY, AND SUFFICIENCY OF HIS AND HIS SUBCONTRACTOR'S PLANT AND EQUIPMENT . THE OWNE SHALL HAVE THE RIGHT TO MAKE USE OF THE CONTRACTOR'S PLANT AND EQUIPMENT IN THE PERFORMANCE OF ANY WORK ON THE SITE OF THE WORK. SP 17 Revised 3/64 THE USE OF SUCH PLANT AND EQUIPMENT SHALL BE CONSIDERED AS EXTRA WORK AND PAID FOR ACf'.(RDINGLY. NEITHER THE OWNER NOR THE ENGINEER ASSUME ANY RESPONSIBILITY, AT ANY TIME, FOR THE SECURITY OF THE SITE FROM THE TIME CONTRACTOR'S OPERATIONS HAVE COMMENCED UNTIL FINAL ACCEPTANCE OF THE WORK BY THE ENGINEER AND THE OWNER. THE CONTRACTOR SHALL EMPLOY SUCH MEASURES AS ADDITIONAL FENCING, BARRICADES, AND WATCHMAN SERVICE, AS HE DEEMS NECESSARY FOR THE PUBLIC SAFETY AND FOR THE PROTECTION OF WE SITE AND HIS PLANT AND EQUIPMENT. THE OWNER WILL BE PROVIDED KEYS FOR ALL FENCED, SECURED AREAS. 8-1.13 ATTENTION TO WORT( (REPLACEMENT SECTION) THE CONTRACTOR SHALL GIVE HIS PERSONAL ATTENTION TO AN- SHALL SUPERVISE THE WORT( TO THE END THAT IT SHALL BE PROSECURED FAITHFULLY, AND WHEN HE IS NOT PERSONALLY PRESENT ON THE WORK, HE SHALL AT ALL REASONABLE TIMES TO REPRESENTED BY A COMPETENT SUPERINTENDENT WHO SHALL HAVE FULL AUTHORITY TO EXECUTE THE SAE, AND TO SUPPLY MATERIALS, TOOLS, AND LABOR WITHOUT DELAY, AND WHO SHALL BE THE LEGAL REPRESENTATIVE OF THE CONTRACTOR. THE CONTRACTOR SHALL TE LIABLE FOR THE FAITHFUL OBSERVANCE OF ANY INSTRUCTIONS DELIVERED TO HIM OR TO HIS AUTHORIZED REPRESENTATIVE. SECTION9 9-1.01 MEASUREMENT OF QUANTITIES (ADDITIONAL SECTION) ALL DELIVERY TICKETS THAT ARE REQUIRED FOR THE PURPOSE OF CALCULATING QUANTITIES FOR PAYMENT MUST BE RECEIVED BY THE ENGINEER Al THE TIME OF DELIVERY. NO PAYMENT WILL BE MADE ON TICKETS TURNED IN AFTER DATE OF DELIVERY OF MATERIAL. A. BY TRUCK PAYMENT WILL NOT BE MADE FOR DELIVERY TICKETS WHICH DO NOT SHOW TYPE OF MATERIAL, GROSS WEIGHT, TARE WEIGHT, TRUCK NUMBER, DATE, AND INSPECTOR'S INITIALS. SCALE CERTIFICATION SHALL BE SUBMITTED AS EARLY IN THE PROJECT AS POSSIBLE. EACH WEIGHT STATION SHALL MAINTAIN A RECORD OF THE TRUCK NUMBER, TIME, DATE, AND WEIGHT OF ALL TRUCKS PROVIDING MATERIAL TO THE PROJECT. THE WEIGHT LIST SHALL BE MAINTAINED IN DUPLICATE WITH ONE SIGNED COPY TRANSMITTED DAILY TO THE CITY BY THE SCALE ATTENDANT. IN ISOLATED CASES WHERE SCALE WEIGHT IS NOT AVAILABLE, THE INSPECTOR SHALL MEASURE THE TRUCK VOLUME AND CERTIFY AS TO ITS FULL LOAD DELIVERY. SP 18 Revised 3/84 e. BY OTHER MEANS METHOD FOR MEASUREMENT AND PAYMENT FOR MATERIAL BROUGHT TO THE SITE BY ANY OTHER MEANS WILL BE DETERMINED BY CONTRACTOR/OWNER AGREEMENT BEFORE AWARD OF THE CONTRACT. 9-1,03 SCOPE OF PAYMENT (ADDITIONAL SECTION) ALL COSTS AND EXPENSES FOR ITEMS OF WORK, EQUIPMENT, OR MATERIALS, INCLUDING INSTALLATIONS, NOT IDENTIFIED AS BID ITEMS IN THESE SPECIFICATIONS SHALL BE INCIDENTAL TO THE PROJECT. NO SEPARATE'PAYMENT OF ANY KIND WILL BE MADE FOR THESE INCIDENTAL ITEMiS. 9-1.090 OWNER'S RIGHT TO WITHHOLD CERTAIN AMOUNTS (ADDITIONAL SECTION) PARTIAL PAYMENTS ON ESTIMATES MAY BE WITHHELD UNTIL A WORK PROGRESS SCHEDULE, AS DESCRIBED IN SECTION B. HAS BEEN RECEIVED AND APPROVED. IN THE EVENT !HAT ANY MATERIAL OR WORKMANSHIP DOES N01 MEET THE REQUIREMENTS OR SPECIFICATIONS, THE CITY MAY HAVE THE OPTION TO ACCEPT SUCH MATERIAL OR WORKMANSHIP IF THE DIRECTOR OF PUBLIC WORKS DEEMS SUCH ACCEPTANCE TO BE IN THE BEST INTEREST OF THE CITY, PROVIDED THE CITY MAY NEGOTIATE PAYMENT OF A LOWER UNIT PRICE FOR SAID MATERIAL OR WORKMANSHIP. SP 19 Revised 3/84 TECHNICAL PROVISIONS TECHNICAL PROVISIONS INDEX SECTION: SECTION 5 CONTROL OF WORK 1 .05 CONSTRUCTION STAKING SECTION 12 CLEARING AND :RUBBING 12.3 CLEARING AND GRU68ING 12.3.02 CONSTRUCTION DETAILS 12.3.03 MEASUREMENT AND PAYMENT SECTION 23 CRUSHED, SURFACING, BALLASTING, AND STOCKPILING 23. 1 DESCRIPTION 23 .2.02 BALLAST 23.3.04 DEPTH OF LAYERS 23.3. 15 WATER s 23.5 MEASUREMENT AND PAYMENT SECTION 43 CEMENT CONCRETE COMBINED SIDEWALK , CURB AND GUTTER 43. 1 . 1 RESTORATION OF CEMENT CONCRETE COMBINED SIDEWALK, CURB AND GUTTER 43.5 MEASUREMENT AND PAYMENT SECTION 52 REMOVAL OF EXISTING STREET IMPROVEMENTS 52.2.01 GENERAL 52.2.03 REMOVAL OF ASPHALT CONCRETE PAVEMENT 52.3 PAYMENT SECTION 54 PAVEMENT PATCHING 54. i DESCRIPTION 54.3.01 GENERAL 54.3.03 RIGID TYPE PAVEMENTS RESURFACED WITH ASPHALT CONCRETE 54.3.04 ASPHALT CONCRETE STREETS ON GRANULAR BASE 54.3.06 INCIDENTnL WORK 54.4 MEASUREMENT AND PAYMENT SECTION 56 LAWN REMOVAL AND REPLACEMEN' 56. 1 .02 SOD REMOVAL AND REPLACEMENT 56.5 PAYMENT 56.6 LANDSCAPE REPLACEMENT 56.6.02 MEASUREMENT AND PAYMENT SECTION 72 PIPE AND FITTINGS FOR WATER MAINS 72. 1 DESCRIPTION 72.3.01 PIPE 72.3.OIA DUCTILE IRON PIPE 72.3.02 FITTINGS 72.3.02A DUCTILE IRON PIPE SECTION 7" TRENCH, EXCAVATION, FOUNDATION, BEDDING, AND BACKFILL FOR WATER MAINS 73.2.04 BANK RUN GRAVEL FOR TRENCH BACKFILL 73.3 EXCAVATION 73.3.01 GENERAL 73.3.06 EXISTING UTILITIES 73.3.07 TRENCH EXCAVATION 73.3.07A ROCK E>CAVATION 73.3.09 REMOVAL AND REPLACEMENT OF UNSUITABLE MATERIALS 73.3. 10 BEDDING THE PIPE 73.310A RIGID PIPE 73.3. 11 BACKFILLING TRENCHES 73.3. 12 COMPACTION 73.4 MEASUREMENT 73.4.03 9ANK RUN GRAVEL FOR TRENCH BACKFILL 73.5 'AYMENT 73.5.04 BANK RUN GRAVEL FOR TRENCH BACKFILL 73.5 06 CRUSHED ROCK FOk TRENCH BACKFILL SECTION 74 PIPE INSTALLATION FOR WATER MAINS 74. 1 .01 ALIGNMENT 74.2 CONSTRUCTION 74.2.02 HANDLING OF PIPE 74.2.09 CONNECTIONS 74.2.09A TO EXISTING MAINS 74.2. 11 HYDROSTATIC PRESSURE TEST d LEAKAGE TEST 74.2. 12 DISINFECTION OF WATER MAINS 74 .2. 12B REQUIREMENT OF CHLORINE 74.2. !2P DECHLORINATION 74.2. 13 CONCRETE BLOCKING 74.4 PAYMENT 74.4.02 PAYMENT - BLOW OFF ASSEMBLY 74.5 PIPE JOINT BONDING 74.5.01 SCOPE 74.5.02 BONDED PIPE JOINT 74.5.03 BONDED PIPE COATINGS 74.5.04 SERVICE INSULATORS 74.5.05 INSULATED PIPE JOINT 74.5.06 PAYMENT 74.6 CATHODIC PROTECTION TEST 74.6.01 SCOPE 74.6.02 GENERAL 74.6.03 LOCATION IM SECTION: 74 CUNT. 74 .6.04 WIRE 74.6.05 WIRE TERMINATIONS 74.6.06 FLUSH TEST STATIONS 74.6.07 ZINC REFERENCE ELECTRODES 74.6.08 PAYMENT SECTION 75 VALVES FOR WATER MAINS 75.2.03 CATE VALVES 75.2.06 VALVE BOXES 74.3 INSTALLATION OF VALVES 75.4 PAYMENT SECTION 77 FIRE HYDRANTS 77.2 MATERIALS 77 .2.01 MATERIAL FOR HYDRANTS 77.2.02 END CONNECTIONS 77 .02.06 SIDEWALK, FLANGE CONSTRUCTION 77.3 CONSTRUCTION DETAILS 77 .3.01 SETTING HYDRANTS 77.3.02 HYDRANT CONNECTIONS 77 .5 PAYMENT SECTION 78 SERVICE CONNECTIONS 78. 1 GENERAL 78.3 CONSTRUCTION r i SECTION 5 CONTRC! OF WORK 1 .05 CONSTRUCTION ;TAKING (REPLACEMENT SECTION) THE CONTRACTOR SHALL BE RESPONSIBLE FOR SECURING THE SERVICES OF A PROFESSIONAL LAND SURVEYOR WHO SHALL PROVIDE ALL SURVEY STAKING IN CONJUNCTION WITH THE PROJECT. THIS STAKING SHALL CONSIST OF, BUT NOT BE LIMITED TO: ROADWAY CENTERLINE , WATF.RMAIN SYSTEM, PLUS ALL OTHER STAKING NEEDED TO CONSTRUCT THE IMPROVEMENTS. THE CONTRACTOR SHALL ASSUME FULL RESPONSIBILITY FOR THE ACCURACY OF THE STAKING AND REPLACEMENT OR RESTAKING, IF NEEDED. THE CITY WILL PROVIDE THE CONTRACTOR WITH HORIZONTAL AND VERTICAL CONTRCI NEEDED TO PERFORM THE CONSTRUCTION STAKING. THE SURVEYOR WILL ALSO BE REQUIRED TO PROVIDL A COPY OF HIS NOTES WHICH REFLECT AS - CONSTRUCTED INFORMATION ON VALVES, FITTINGS AND ALL CHANGES IN LINE OR GRADE . THE LUMP SUM UNIT PRICE FOR CONSTRUC(ION STARING WILL BE FULL COMPENSATION FOR ALL SURVEYING NEEDED TO CONSTRUCT THE IMPROVEMENTS TO THE LINE AND GRADE PER THE APPROVED PLANS. PARTIAL PAYMENTS FOR THIS ITEM WILL BE MADE IN CONNECTION WITH THE MONTHLY PAY ESTIMATES BASED UPON WORK COMPLETED AS DETF,RMINED BY THE ENGINEER. SECTION 12 CLEARING AND GRUBBING 12.3 CLEARING AND GRUBBING 12.3.02 CONSTRUCTION DETAILS (ADDITIONAL SECTION) CLEARING AND GRUBBING OF THE ACCESS AREAS AND THE WORK SITE SHALL BE ACCOMPLISHED IN ADVANCE Of EXCAVATION AND MOVE IN WITH EQUIFMENT AND MATERIALS. THE CONTRACTOR SHALL REMOVE ALL DEBRIS AND DISPOSE ,w OF IT AT A SITE WHICH MEETS STA1-E AND COUNTY '1 STANDARDS. NO ON-SITE BURNING WILL BE PERMITTED. THE CONTRACTOR SHALL CLEAR AND GRUBB AREAS ONLY AS NECESSARY FOR ACCESS, EXCAVATION, AND STORAGE OF EXCAVATED MATERIAL , AND FOR STRORAGE OF EQUIPMENT AND MATERIALS REQUIRED FOR ACCOMPLISHING THE WORK. s; THE CONTRACTOR SHALL GRUB AS NECESSARY TO KEEP ilk ORGANIC MATTER OUT OF THE BACKFILL MATERIALS . 12.3.03 MEASUREMENT AND PAYMENT (REPLACEMENT SECTION) THE COST OF CLEARING AVh GRUBBING SHALL BE CONSIDERED INCIDENTAL to THE CONSTRUCTION OF THE PROJECT. SECTION 23 RUSHED SURF- A .IN • RAI I AST La" AND STO KPI I 1U 23. 1 DESCRIPTION (ADDITIONAL SECTION) EXISTING SHOULDERS AND GRAVEL SURFACES SHALL BE RESURFACED WITH CRUSHED ROCK SURFACING (5/8 INCHES MINUS) SO THAT A MINIMUM FINISHED THICKNESS OF 3-INCHES IS ON SHOULDERS. THE FINISHED SURFACE SHALL MATCH THE SLOPE CROWN EXISTING SURFACE . AND C:..1DE OF T-IE 23.2.02 BALLAST (REPLACEMENT SECTION) BALLAST AND MAINTENANCE ROCK WILL NOT BE REQUIRED 23.3.04 DEPTH OF LAYERS (ADDITIONAL SECTION) ALL CRUSHED ROCK MAY BE SPREAD IN ONE LAYER AND SHALL BE ADEQUATELY BLADED AND MIXED TO OBTAIN EVEN DISTRIBUTION OF THE ROCK . ALTERNATE BLADING AND ROLLING SHALL CONTINUE UNTIL THE REQUIRED FINISHED SURFACE AND DENSITY IS OBTAINED. 23.3. 15 WATER (PARTIAL REPLACEMENT SECTION) WATER SHALL BE ADDED DURING THE ROLLING OPERATIONS, AS NECESSARY, TO OBTAIN NECESSARY COMPACTION REQUIREMENTS . 23.5 PAYMENT (REPLACEMENT SECTION) FURNISHING AND INSTALLING CRUSHED ROCK SURFACING (5/8 INCH MINUS) SHALL BE MEASURED AND PAID FOR AT THE APPLICABLE CONTRACT PRICE, PER TON, PAYMENT OF WHICH SHALL CONSTITUTE FULL COMPENSATION FOR FURNISHING AND INSTALLING CRUSHED ROCK ON SHOULDERS, GRAVEL DRIVEWAYS, ROADWAYS, ETC. CRUSHED ROCK IN ROADWAY RESTORATION AREAS IS INCLUDED AS PART OF SECTION 54. PAVEMENT PATCHING. SECTIQf! 43 CEMENT CONCRETE COMBINED SIDEWALK - CURB- AND GUTTER 43. 1 . 1 RESTORATION OF CEMENT CONCRETE COMBINED SIDEWALK, CURB, AND GUTTER (ADDITIONAL SECTION) 43.5 MEASUREMENT AND PAYMENT (REPLACEMENT SECTION) CONCRETE SIDEWALK , CURBS, GUTTERS AND FLATWORK SHALL BE PAID PER SQUARE YARD OF CONCRETE . PAYMENT SHALL ALSO COVER COMPLETE COST OF RESTORATION OF AREAS AS DETAILED. .4 SECTION 52 RFMOVAt OF EXI $.11NG STREET IMPROVEMENT$ 52.2.01 GENERAL (ADDITIONAL SECTION) THE CONTRACTOR SHALL INFORM AND SATISFY HIMSELF AS TO THE CHARACTER, QUANTITY , AND DISTRIBUTION OF ALL PAVEMENT REMOVAL . REMOVAL OF EXISTING PAVEMENT SHALL COVER ALL TYPES AND THICKNESSES OF PAVEMENT, 52.2.03 REMOVAL OF ASPHALT CONCRETE PAVEMENT (ADDITIONAL SECTION) CUT PAVEMENT, OR OTHER STREET AND ROAD SURFACES . TO A MINIMUM WIDTH WHICH WILL PERMIT THE PROPER EXCAVATION ANC BRACING OF THE TRENCH AND ALLOW FOR PASSAGE OF VEHICULAR AND PEDESTRIAN TRAFFIC. ALL PAVEMENT CUTS SHALL BE SMOOTH STRAIGHT LINES (SSW CUT) , OR TO THE NEAREST CONSTRUCTION JOINT, AND SHALL HAVE CLEAN, VERTICAL FACES. 52.3 PAYMENT (REPLACEMENT SECTION) THE COST OF ALL PAVEMENT REMOVAL SHALL BE CONSIDERED INCIDENTAL TO THE CONTRACT COST . SECTION Sd PAVEMENT FATCHING 54. 1 DESCR'."TION (REPLACEMENT SECTION) CITY STANDARDS SHALL BE USED WHERE MODIFICATION OF THE APWA STANDARD SPECIFICATIONS ARE APPLICABLE , ROADS, STREETS, DRIVEWAYS, SHOULDERS, AND ALL OTHER SURFACED AREA, REMOVED, BROKEN, CAVED- IN, SETTLED, OR OTHERWISE DAMAGED DUE TO THE INSTALLATION OF THE IMPROVEMENTS COVERED BY THIS CONTRACT, SHALL BE REPAIRED AND RESURFACED TO MATCH THE EXISTING PAVEMENT OR LANDSCAPED AREAS AS SET FORTH IN THESE SPECIFICATIONS . IMMEDIATELY AFTER THE TRENCH BACKFILLING AND COMPACTING HAS BEEN COMPLETED SPECIFIC AREAS ON THIS PROJECT, WHERE DIRECTED BY THE ENGINEER,SHALL BE TEMPORARILY PATCHED AND SHALL BE MAINTAINED AT ALL TIMES UNTIL FINAL PATCHING. 54.3.01 GENERAL (ADDITIONAL SECTION) ALL SHOULDER AND PAVEMENT RESTORATION WITHIN THE KING COUN"iY PUBLIC RIGHT-OF-MAY SHALL BE ACCOMPLISHED IN ACCORDANCE WITH THE TRENCH REPAIR DETAILS OF THE KING COUNTY DEPARTMENT OF PUBLIC WORKS. 54.3.03 RIGID TYPE PAVEMENT RESURFACED WITH ASPHALT CONCRETE (ADDITIONAL SECTION) THE FINISHED PATCH ON ASPHALTIC CONCRETE PAVEMENTS SHALL PROVIDE A MINIMUM THICKNESS OF 2 INCHES OF ASPHALTIC CONCRETE OVER RIGID PAVEMENT AFTER COMPACTION. THE ASPHALTIC CONCRETE SHALL BC. ROLLED AND CROSSROLLED TO OBTAIN THOROUGH COMPACTION. 54.3.04 ASPHALT CONCRETE STREETS ON GRANULAR BASE (ADDITIONAL SECTION) SECTION 54 (CONT. ) ALL BITUMINOUS STREET SURFACES SHALL BE RESTORED WITH CLASS "B^ ASPHALT, INCLUDING LIGHT BITUMINOUS TREATED ROADWAYS. EXISTING PAVEMENT OR PATCHES LOCATED ALONG THE EDGE OF A ROADWAY, WHERE TWO (2) FEET OR LESS OF THE EXISTING PAVEMENT REMAINS SHALL BE REMOVED AND RESTORED FOR A MINIMUM WIDTH OF FIVE (5) FEET IN THE ROADWAY FROM THE ORIGINAL EDGE OF PAVEMENT. EXISTING ASPHALTIC CONCRETE SURFACES SHALL BE PATCHED WITH ASPHALTIC CONCRETE CLASS "B" OVER 4 INCHES OF CRUSHED ROCK BASE COURSE . TEMPORARY MC COLD PRE-MIXED ASPHALTIC CONCRETE SHALL BE REQUIRED IN ALL PAVEMENT AREAS. 54.3.06 INCIDENTAL WORK (ADDITIONAL SECTION) THE ENDS AND EDGES OF THE PATCHED AND RESURFACED AREAS SHALL MEET AND MATCH THE EXISTING SURFACE AND GRADE AND SHALL TERMINATE IN NEAT, EVEN LINES PARALLEL TO, AND AT RIGHT ANGLES TO, THE ROADWAY . NO PIECEMEAL. PATCHING OR REPAIR WILL BE ALLOWED. DAMAGED, DISTURBED, OR OTHERWISE AFFECTED AREAS SHALL HAVE THE EDGES OF EXISTING PAVEMENT TRIMMED BACK TO PROVIDE CLEAN, SOLID, VERTICAL FACES FREE FROM LOOSE MATERIAL , 54.4 MEASUREMENT AND PAYMENT (REPLACEMENT SECTION) ASPHALTIC CONCRETE SURFACE RESTORATION SHALL BE MEASURED AND PAID FOR AT THE CONTRACT PRICE, PER SQUARE YARD; PAYMENT OF WHICH SHALL CONSTITUTE FULL COMPENSATION FOR THE RESURFACING COMPLETE , INCLUDING SUBGRADE PREPARATION, PREPARATION OF AND CONNECTION TO EXISTING PAVEMENTS, BASE COURSE, TACK COAT, FINISHING, AND ALL NECESSARY INCIDENTAL WORK . FURNISHING AND INSTALLING MC COLD MIX SHALL BE CONSIDERED INCIDENTAL TO THE CONSTRUCTION OF THE PROJECT. THE MAXIMUM PATCHING WIDTH IN TRENCH AREA WILL BE 5 FEET, EXCEPT AS REQUIRED BY CITY STANDARDS. ANY PATCHING DONE BEYOND THIS LIMIT WILL BE DONE AT THE CONTRACTOR'S EXPENSE . ON SEC'i ION 56 LAWN REMOVAL-AND REPLACEMENT 56. 1 .02 SOD REHOVAL AND REPLACEMENT (PARTIAL REPLACEMENT SEC71ON) EXISTING LAWNS SHALL BE RE-TURFED AFTER PROPER BACKFILLING AND SETTLING. TnE CITY REPRESENTATI7E SHALL DETERMINE WHETHER THE SOD SHALL BE REPLACED WITH EXISTING SOD, NEW SOD, OR SEEDED. 56.5 PAYMENT (REPLACEMENT SECTION) SOD REMOVAL ,AND REPLACEMENT SHALL BE INCIDENTAL TO THE CONTRACT . 56.6 LANDSCAPE REPLACEMENT (SUPPLEMENTAL SECTION) 56.6.01 EXISTING LANDSCAPING, INCLUDING FENCES, ROCKERIES, PLANTINGS, BUSFES, TREES, ETC. SHALL BE RESTORED TO ORIGINAL OR BETTER-THAN-ORIGINAL CONDITION. 56.6.02 MEASUREMENT AND PAYMENT (SUPPLEMENTAL SECTION) LANDSCAPE RESTORATION SHALL BE INCIDENTAL TO THE CONTRACT . SECTION 72 PIPE AND FITTINGS FOR WATER MAINS 72.1 ALL PIPE SIZES, AS SHOWN ON THE DRAWINGS AND AS SPECIFIED HEREIN, ARE IN REFERENCE TO "NOMINAL" DIAMETER, UNLESS OTHERWISE INDICATED. A1.L PIPE SHALL BE FABRICATED TO FIT THE PLAN SHOWN ON THE DRAWINGS. WHERE RELOCATION OF, OR REPLACEMENT OF , EXISTING PIPING IS NECESSARY DURING CONSTRUCTION, MATERIALS USED SHALL MATCH THE EXISTING, SUBJECT TO THE APPROVAL OF THE CITY . 72.3.01 PIPE 72.3.O1A DUCTILE IRON PIPE 'PARTIAL REPLACEMENT AND ADDITIONAL SECTION) 4" TO 12" PIPL SHALL BE 1/ I6" CEMENT LINED . THE PIPE JOINTS SHALL CONFORM TO SPECIFICATION A21 .11-1980 (Al WA C111-80) . PIPE JOINTS SHALL BE PUSH-ON JOINT, MECHANICAL JOINT, OR AS SHOWN ON THE PLANS. ALL PIPE SHALL BE AWWA TPICKNESS CLASS 52. 72.3.02 FITTINGS 72.3.O2A DUCTILE IRON PIPE (ADDITIONA:. SECTION) JOINTS FOR FITTINGS SHALL BE MECHANICAL JOINT AS PER ANSI SPECIFICATIONS A21 .11-1936 (AWWA C111-80) OR FLANGED JOINT AS PER ANSI A21 .1E-1982 (AWWA C111-80) WITH RUBBER GASKETS . FITTING JOINTS ARE SHOWN ON THE PLANS. SECTION 7'_ TR N EXCAVATIQN FOUNDATION, BFD SING d BFACKFI_.LI EQE WATER MAINS 73.2.04 BANK RUN GRAVEL FOR TRENCH BACKFILL (ADDITIONAL SECTION) TRENCH BACKFILL FOR THE PIPE SHALL CONSIST OF CRUSHED OR NATURALLY-OCCURRING GRANULAR MATERIAL FROM SOURCES SELECTED BY THE CONTRACTOR. THE SOURCE AND QUALITY OF THE MATERIAL SHALL BE SUBJECT TO APPROVAL BY THE CITY. TRENCH BACKFILL SHALL MEET REQUIREMENTS FOR BANK RUN GRAVEL , CLASS "B", IN ACCORDANCE WITH SECTION 26 OF THE STANDARD SPECIFICATIONS. 73.3 EXCAVATION 73.3.01 GENERAL (ADDITIONAL SECTION) THE CITY SHALL HAVE COMPLETE CONTROL OVER THE EXCAVATING, MOVING, PLACING, AND DISTRIBUTION OF ALL MATERIALS AND SHALL DETERMINE THE SUITABILITY OF MATERIAL TO BE USED AS BACKFILL . 73.3.06 EXISTING UTILITIES (ADDITIONAL SECTION) THERE ARE VARIOUS PLACES SHOWN ON TFE CONSTRUCTION DRAWINGS WHERE THE NEW WATER WILL CROSS OR CONNECT TO EXISTING FACILITIES. ALL ELEVATION AND LOCATION INFORMATION SHOWN IS CALCULATED FROM PRIOR CONSTRUCTION RECORDS WHICH ARE NOT ALWAYS ACCURATE. THEREFORE, ALL CROSSING OR CONNECTION LOCATIONS MUST BE EXCAVATED AND VERIFIED BY THE CONTRACTOR PRIOR TO LAYING OF PIPE IN THE NEAR VICINITY OF THESE CROSSING/CONNECTIONS. 73.3.07 TRENCH EXCAVATION (ADDITIONAL SECTION) TEMPORARY DRAINS AND DRAINAGE DITCHES SHALL BE INSTALLED TO INTERCEPT OR DIRECT SURFACE WATER, WHICH MAY AFFECT THE PROMOTION OR CONDITION OF THE WORK . THE CONTRACTOR SHALL INFORM AND SATISFY HIMSELF AS TC THE CHARACTER, QUANTITY, AND DISTRIBUTION OF ALL MATERIALS TO BE EXCAVATED. 73.3.07A ROCK EXCAVATION (ADDITIONAL SECTION) ANY SOLID ROCK EXCAVATION, EXTRA EXCAVATION UNFORESEEN OBJECTS, OR UNSUITABLE MATERIALS' ENCOUNTERED SHALL BE EXCAVATED BY THE CONTRACTOR AS DIRECTED BY THE CITY. SECTION 73 (CONT. ) 73 .3.09 REMOVAL AND REPLACEMENT OF UNSUITABLE MATERIAL (ADDITIONAL SECTION) ALL EXCESS OR UNSUITABLE MATERIAL SHALL BE DISPOSED OF AT A SITE APPROVED BY THE CITY . IN CASE UNSTABLE OR UNSUITABLE EXISTING MATERIAL IS ENCOUNTERED AT THE TRENCH BOTTOM, THE CITY MAY DIRECT THE USE OF SUITABLE FOUNDATION MATERIAL . UNSUITABLE MATERIALS SHALL BE EXCAVATED BY THE CONTRACTOR AS DIRECTED BY THE CITY TO GIVE BACKFILL FULL BEARING ON SOLID GROUND. OLD FILLS, WASTES, OR UNSUITABLE MATERIALS, INCLUDING LOGS, STUMPS, PEAT, OR MUCK, WILL BE EXCAVATED WHEN, IN JUDGEMENT OF THE CITY, THESE MATERIALS WILL IMPAIR THE STABILITY OF THE BACKFILL . WET TRENCH CONDITION WILL NOT NECESSARILY BE CONSIDERED AS AN INDICATION OF UNSTABLE CONDITIONS. FOUNDATION MATERIAL SHALL BE CLASS "A" OR "B" THE TRENCH SHALL BE DE-WATERED AND INSPECTED BY THE CITY TO DETERMINE THE SUITABILITY OF THE TRENCH MATERIAL. 73.3. 10 BEDDING THE PIPE 73.3.10A RIGID PIPE (ADDITIONAL SECTION) THE BOTTOM OF THE TRENCH MUST BE SHAPED TO UNIFORMLY SUPPORT THE BOTTOM QUADRANT OF THE PIPE THROUGHOUT THE ENTIRE PIPE LENGTH. SELECT NATIVE MATERIAL MAY BE USED FOR BEDDING OF DUCTILE IRON PIPE PROVIDED IT CONFORMS TO SECTION 73.2.02A. E 73.3.11 BACKFILLING TRENCHES (ADDITIONAL SECTION) TRENCH BACKFILL SHALL BE IN ACCORDANCE WITH KING COUNTY STANDARDS. EXCAVATED MATERIALS THAT ARE FREE FROM MUD, MUCK, ORGANIC MATTER, BROKEN BITUMINOUS SURFACING, STONES LARGER THAN 6 INCHES IN DIMENSION, AND OTHER DEBRIS SHALL BE USED FOR BACKFILL EXCEPT WHERE OTHERWISE REQUIRED. JSECTION 73 (CONT. ) 73.3. 12 COMPACTION (ADDITIONAL SECTION) INITIAL BACKFILL SHALL BE PLACED AROUND THE PIPE IN LAYERS NOT EXCEEDING B INCHES IN DEPTH, AND EACH LAYER SHALL BE THOROUGHLY COMPACTED BY MECHANICAL TAMPERS TO AT LEAST 95 PERCENT OF MAXIMUM DRY DENSITY Al OPTIMUM MOISTURE CONTENT AS DETERMINED BY STANDARD PROCTOR COMPACTION TEST, ASTM D699, METHOD D. ALL WORK RELATED TO THE TESTING OF THE COMPACTION, INCLUDING PROCTOR TESTS AND COMPACTION TESTS, SHALL BE TAKEN IN THE PIPE TRENCH A' AS. THE LOCATION OF THE TESTS SHALL BE SELECTED R` 1 CITY; THE FIRST COMPACTION TEST AT EACH LOCATIOI. ,MALL BE PROVIDED BY THE CITY AT NO EXPENSE TO THE CONTRACTOR. SHOULD ONE OR MORE OF THESE TESTS FAIL TO MEET THE SPECIFICATIONS, ADDITIONAL TESTS WILL BE TAKEN AS REQUESTED BY THE CITY AT THE CONTRACTOR'S EXPENSE . INPLACE DENSITY DETERMINATION SHALL BE MADE IN ACCORDANCE WITH ASTM D1556, EXCEPT AS OTHERWISE APPROVED BY THE CITY. TESTING FOR COMPACTION IN THE IMPROVED AREAS SHALL BE IN ACCORDANCE WITH THE TESTING AS STATED IN THE PARAGRAPH ON INITIAL BACKFILL . WHEN WORKING IN EITHER THE CITY OR COUNTY RIGHT-OF-MAY, THE APPLICABLE AGENCYfS SPECIFICATIONS FOR COMPACTION SHALL BE FOLLOWED BY THE CONTRACTOR. 73.4.03 MEASUREMENT 73.403 BANK RUN GRAVEL FOR TRENCH BACKFILL (REPLACEMENT SECTION) MEASUREMENT OF "BANK RUN GRAVEL FOR TRENCH BACKFILL" SHALL BE BY THE TON, SCALE WEIGHTS. 73.5 PAYMENT 73.5.04 BANK RUN GRAVEL FOR TRENCH BACKFILL (REPLACEMENT SECTION) THE PRICE PER TON SHALL BE FULL COMPENSATION FOR FURNISHING AND PLACING THE MATERIAL AS OUTLINED IN SECTION 26.2.01 OF THE STANDARD SPECIFICATIONS. NO SEPARATE PAYMENT OF ANY KIND WILL BE MADE FOR rr. COMPACTING, WETTING, DRYING, WATER, PROCESSING OF MATERIALS, OR REMOVAL OF UNSUITABLE SOILS. {A3 I:. SECTION 73 (CONT.) SHOULD THE CONTRACTOR EXCAVATE BELOW THE DESIGNATED LINES AND GRADES WITHOUT PRIOR APPROVAL, HE SHALL REPLACE SUCH EXCAVATION WITH THE NATIVE MATERIAL OR IMPORTED BACKFILL, AS DIRECTED BY THE CITY AND AT THE CONTRACTORtS EXPENSE . IMPORTED BACKFILL SHALL BE PLACED ONLY IN THOSE PLACES DESIGNATED BY 7HE CITY . NO PAYMENT WILL BE MADE FOR MATERIALS REPLACED OUTSIDE OF THE VERTICAL PLANSES, 1 FOOT OUTSIDE OF AND PARALLEL TO THE BARREL OF THE PIPE AND NOT THE BELL OR COLLAR. NO PAYMENT SHALL BE MADE FOR MATERIAL WHICH IS USED FOR PURPOSES OTHER THAN THOSE DESIGNATED. 73.5.06 CRUSHED ROCK FOR TRENCH BACKFILL (SUPPLEMENTAL SECTION) SAME CONDITIONS AS 73.5 .04. SECTION 74 PIPE INSTALLATION FOR WATER GAINS 74 . 1 .01 ALIGNMENT (SUPPLEMENTAL SECTION) THE LOCATION OF THE WATER MAINS, VALVES AND FITTINGS, INCLUDING MODIFICATIONS, WILL BE STAKED BY THE CITY WHEN REQUESTED BY THE CONTRACTOR. PIPES SHALL BE LAID TO SPECIFIED GRADE AND ALIGNMENT. REPLACEMENT OF STAKES LOST OR DESTROYED SHALL BE MADE AT THE CONTRACTOR 'S EXPENSE . 74.2 CONSTRUCTION 74.2.02 HANDLING OF PIPE (ADDITIONAL SECTION) JOINTING SHALL CONFORM TO THE MANUFACTURERtS RECOMMENDATIONS. THE OPEN ENDS OF PIPE AND FITTINGS SHALL BE PLUGGED WITH A TEMPORARY WATERTIGHT PLUG WHENEVER WORK IS STOPPED AND/OR WHEN WATER IN THE TRENCH THREATENS TO ENTER THE PIPE . THE INSPECTOR WILL STOP WORK UNLESS AN APPROVED PLUG IS ON SITE AND AVAILABLE . 74.2.09 CONNECTIONS 74.2.09A TO EXISTING MAINS (ADDITIONAL SECTION) CONNECTIONS TO EXISTING PIPING AND TIE-INS ARE INDICATED ON THE DRAWINGS. THE CONTRACTOR MUST VERIFY ALL EXISTING PIPING, DIMENSIONS, AND ELEVATIONS TO ASSURE PROPER FIT. THE CONTRACTOR SHALL PROVIDE ALL MATERIALS NECESSARY TO INSTALL ALL CONNECTIONS AS INDICATED ON THE CONSTRUCTION DRAWINGS. THE CONTRACTOR SHALL PERFORM THE EXCAVATION BEDDING, AND BACKFILL AND PROVIDE CONCRETE BLOCKING FOR THE EXISTING MAIN AND ASSEMBLE ALL MATERIALS. 74.2. 11 HYDROSTATIC PRESSURE AND LEAKAGE TEST (REPLACEMENT SECTION) ALL WATER MAINS AND APPURTENANCES SHALL BE TESTED UNDER A HYDROSTATIC PRESSURE EQUAL TO 150 PSI IN EXCESS OF THAT UNDER WHICH THEY WILL OPERATE OR IN NO CASE SHALL THE TEST PRESSURE BE LESS THAN 200 PSI . ALL PUMPS, GAUGES, PLUGS, SADDLES, CORPORATION STOPS, MISCELLANEOUS HOSE AND PIPING, AND OTHER EQUIPMENT NECESSARY FOR PERFORMING THE TEST SHALL BE FURNISHED AND OPERATED BY THE CONTRACTOR. SECTION 74 (CONT. ) THE PIPELINE TRENCH SMALL BE BACKFILLEO SUFFICIENTLY TO PREVENT MOVEMENT OF THE PIPE UNDER PRESSURE. ALL THRUST BLOCKS SHALL BE IN PLACE AND TIME ALLOWED FOR THE CONCRETE TO CURE BEFORE TESTING. WHERE PERMANENT BLOCKING IS NOT REQUIRED, THE CONTRACTOR SHALL FURNISH AND INSTALL TEMPORARY BLOCKING AND REMOVE IT AFTER TESTING. THE MAINS SHALL BE FILLED WITH WATER AND ALLOWED TO STAND UNDER PRESSURE FOR A MINIMUM OF 24 HOURS TO ALLOW THE ESCAPE OF AIR AND/OR ALLOW THE LINING OF THE PIPE TO ABSORB WATER. THE OWNER WILL FURNISH THE WATER NECESSARY TO FILL THE PIPELINES FOR TESTING PURPOSES AT A TIME OF DAY WHEN SUFFICIENT QUANTIES OF WATER ARE AVAILABLE FOR NORMAL SYSTEM OPERATION. BEFORE APPLYING THE SPECIFIED TEST PRESSURE, AIR SHALL BE EXPELLFi COMPLETELY FROM THE PIPE, VALVES AND HYDRANTS. IF PERMANENT AIR VENTS ARE NOT LOCATED AT ALL HIGH POINTS, THE CONTRACTOR SHALL INSTALL CORPORATION COCKS AT SUCH POINTS SO THAT THE AIR CAN BE EXPELLED AS THE LINE IS FILLED WITH WATER. AFTER ALL THE AIR HAS BEEN EXPELLED, THE CORPORATION COCKS SHALL BE CLOSED AND THE TEST PRESSURE APPLIED. AT THE CONCLUSION OF THE PRESSURE TEST, THE CORPORATION COCKS SHALL BE REMOVED ,AND PLUGGED. THE TEST SHALL BE ACCOMPLISHED BY PUMPING THE MAIN UP TO THE REQUIRED PRESSURE; STOP THE PUMP FOR A MINIMUM OF 15 MINUTES UP TO A MAXIMUM OF 60 MINUTES AS DIRECTED BY THE OWNER, AND THEN PUMP THE MAIN UP TO THE TEST PRESSURE AGAIN. DURING THE TEST, THE SECTION BEING TESTED SHALL BE OBSERVED TO DETECT ANY 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 STERLIZED BY THE ADDITION OF CHLORINE TO A CONCENTRATION OF 50 MG/L . THE QUANTIT( OF WATER REQUIRED TU RESTORE THE INITIAL HYDROSTATIC PRESSURE SHALL BE ACCURATELY DETERMINED BY EITHER 1 ) PUMPING FROM AN OPEN CONTAINER OF SUITABLE SIZE SUCH THAT ACCURATE VOLUME MEASUREMENTS CAN BE MADE BY THE OWNER OR, 2) BY PUMPING THROUGH A POSITIVE DISPLACEMENT WATER METER WITH A SWEEP UNIT HAND REGISTERING ONE GALLON PER REVOLUTION. THE METER SHALL BE APPROVED BY IHE OWNER. SECTION 74 (CONT . ) ACCEPTABILITY OF THE TEST WILL BE DETERMINED BY TWO FACTORS, AS FOLLOWS: 1 . THE QUANTITY OF WATER LOST FROM THE MAIN SHALL NOT EXCEED THE NUMBER OF GALLONS PER HOUR AS LISTED IN THE FOLLOWING TABLE . ALLOWABLE LEAKACF PER 1000 FT OF PIPELINE* CPH Nominal Pine Diameter - In Average Test , Pressure-psi 6 8 10 12 16 20 24 450 0.95 1 .27 1 .59 1 .91 2.55 3. 18 3.° - 400 0.90 1 .20 1 .50 1 .80 2.40 3.00 3.60 350 0.84 1 . 12 1 .40 1 .69 2.25 2.81 3.37 275 0.75 1 .00 I .24 1 .49 1 .99 2.49 2.99 250 0.71 0.95 1 . 19 1 .42 1 .90 2.37 2.85 225 0.68 0.90 1 . 13 1 .35 1 .80 2.25 2.70 200 0.64 0.85 1 .06 1 .28 ; .70 2. 12 2.55 # IF THE PIPELINE UNDER TEST CONTAINS SECTIONS OF VARIOUS DIAMETERS, THE ALLOWABLE LEAKAGE WILL BE THE SUM OF THE COMPUTED LEAKAGE FOR EACH SIZE , OR FOR THOSE DIAMETERS OR PRESSURES NOT LISTED BY THE FORMULA STATED IN SECTION 74.2. 11 OF THE STANDARD SPECIFICATIONS. 2. THE LOSS IN PRESSURE SHALL NOT EXCEED I PSI PER MINUTE DURING THE TEST PERIOD. GAUb�'� USED IN THE TEST MAY BE REQUIRED TO BE CERTIFIED FOR ACCURACY AT A LABORATORY BY THE OWNER. ANY VISIBLE LEAKAGE DETECTED SHALL BE CORRECTED BY THE CONTRACTOR TO THE SATISFACTION OF THE OWNER REGARDLESS OF THE ALLOWABLE LEAKAGE SPECIFIED ABOVE . SHOULD THE TEST SECTION FAIL TO MEET THE PRESSURE TEST SUCCESSFULLY AS SPECIFIED, THE CONTRACTOR SHALL, AT HIS OWN EXPENSE, LOCATE AND REPAIR THE DEFECTS AND THEN RETEST THE PIPELINE . ALL TESTS SHALL BE MADE WITH THE HYDRANT AUXILIARY GATE VALVES OPEN AND PRESSURE AGAINST THE HYDRANT VALVE . AFTER THE TEST HAS BEEN COMPLETED, EACH GATE VALVE SHALL BE TESTED BY CLOSING EACH IN TURN AND RELIEVING THE PRESSURE BEYOND. THIS TEST OF THE GATE VALVE WILL BE ACCEPTABLE IF THERE IS NO IMMEDIATE LOSS OF PRESSURE ON THE GAUGE WHEN THE PRESSURE COMES AGAINST THE VALVE BEING CHECKED. THE CONTRACTOR SHALL VERIFY THAT THE PRESSURE DIFFERENTIAL ACROSS THE VALVE DOES NOT EXCEED THE RATED WORKING PRESSURE OF THE VALVE . SECTION. TO BE TESTED SHALL NORMALLY EE LIMITED TO 1 ,500 FEET. THE OWNER MAY REQUIRE THAT THE FIRST SECTION OF PIPE, NOT LESS THAN 1 ,000 FEET IN LENGTH, INSTALLED BY EACH OF THE CONTRACTOR 'S CREWS, BE TESTED IN ORDER TO QUALIFY THE CREW AND/OR THE MATERIAL . PIPE LAYING SHALL NOT BE CONTINUED MORE THAN AN ADDITIONAL 1 ,000 FEET UNTIL THE FIRST SECTION SHALL HAVE BEEN TESTED SUCCESSFULLY . PRIOR TO CALLING OUT THE OWNER TO WITNESS THE PRESSURE TEST, THE CONTRACTOR SHALL HAVE ALL EQUIPMENT SET UP COMPLETELY READY FOR OPERATION AND SHALL HAVE SUCCESSFULLY PERFORMED THE TEST TO ASSURE THAT THE PIPE IS IN A SATISFACTORY CONDITION. DEFECTIVE MATERIALS OR WORKMANSHIP, DISCOVERED AS A RESULT OF HYDROSTATIC FIELD TEST, SHALL BE REPLACED BY THE CONTRACTOR AT HIS EXPENSE . WHENEVER IT IS NECESSARY TO REPLACE DEFECTIVE MATERIAL OR CORRECT THE WORKMANSHIP, THE HYDROSTATIC TEST SHALL BE RE-RUN AT THE CONTRACTORS EXPENSE UNTIL A SATISFACTORY TEST IS OBTAINED. 74.2. 12 DISINFECTION OF WATER MAINS (PARTIAL REPLACEMENT SECTION) DISINFECTION OF THE NEW WATER SYSTEM SHALL BE REQUIRED PRIOR TO COMPLETION OF THE PRO,cCT AND SHALL BE IN ACCORDANCE WITH AWWA STANDARD SPECIFICATIONS C601 -81 AND SHALL MEET THE ACCEPTANCE OF THE STATE OF WASHINGTON DEPARTMENT OF SOCIAL AND HEALTH SERVICES DISINFECTION OF THE ENTIRE WATER SYSTEM INSIALLED OR DISTURBED UNDER THIS CONTRACT, INCLUDING PIPE, PIPE FITTINGS, VALVES, AND APPURTENANCES, IS REQUIRED TO CONFORM WITH THE SPECIFICATIONS STATED HEREIN. 74.2. 12B REQUIREMENT OF CHLORINE (REPLACEMENT SECTION) THE INITIAL CONCENTRATION OF CHLORINE IN THE WATER SHALL BE 60 PARTS PER MILLION, AND THIS SOLUTION SHALL BE HELD FOR A PERIOD OF 24 HOURS. 74.2. 12p DECHLORINATION (SUPPLEMENTAL SECTION) DECHLORINATION OF ALL WATER USED FOR DISINFECTION SHALL BE ACCOMPLISHED IN ACCORDANCE WITH THE CITY 'S STANDARD DETAIL INCLUDED IN THIS DOCUMENT. WATER CONTAINING CHLORINE RESIDUALS SHALL NOT BE DISPOSED INTO THE STORM DRAINAGE SYSTEM OR ANY WATERWAY. 74.2. 13 CONCRETE BLOCKING (ADD1T10. 1 SECTION) PROVIDE CONCRETE BLOCKING AT ALL FITTINGS AND HORIZONTAL OR VERTICAL ANGLE POINTS. CONFORM TO THE STANDARD DETAIL FOR GENERAL BLOCKING HEZEIN AND THE APWA STANDARD DETAILS FOR VERTICAL BLOCKS. A FITTINGS TO BE BLOCKED SHALL BE WRAPPED WITH 4-MIL POLYETHYLENE PLASTIC. CONCRETE BLOCKING SHALL BE PROPERLY FORMED WITH PLYWOOD OR OTHER ACCEPTABLE FORMING MATERIALS AND SHALL. NOT BE POURED AROUND JOINTS. THE FORMS SHALL BE STRIPPED PRIOR TO BACKFILLING. SHACKLE RODS, WHERE REQUIRED, SHALL BE INSTALLED WITH THE USE OF SHACKLE LUGS. ALL SHACKLE RODS SHALL BE GALVANIZED OR COATED WITH TWO COATS OF ASPHALT VARN' SH. 74.4 PAYMENT THE PRICE PER LINEAL FOOT FOR INSTALLING THE DUCTILE IRON PIPE, OF - IZE AND QUANTITY LISTED, SH,._L CONSTITUTE FULL COMPENSATION FOR THE WATER LINE, IN PLACE, COMPLETE , INCLUDING: ALL PAVEMENT REMOVAL , FOUNDATION PREPARATION, PIPE, PIPE LAYING, AND JOINTING; SHEETING, SHORING, AND DE-WATERING, CONNECTIONS TO EXISTING PIPING, AND FURNISHING AND INSTALLING ALL FITTINGS. CONCRETE BLOCKING SHALL BE MEASURED AND PAID FOR AT THE UNIT PRICE PER CUBIC YARD. SHACKLE RODS SHALL BE INCIDENTAL TO THE PROJECT, PAYMENT SHALL CONSTITUTE FULL COMPENSATION FOR FURNISHING ALL NECESSARY MATERIALS IN PLACE, COMPLETE. 74 .4.02 PAYMENT - BLOW OFF ASSEMBLY (ADDITIONAL SECTION) IT SHOULD BE NOTED THAT THERE ARE THREE TYPES OF BLOW-OFF ASSEMBLIES AND THEY ARE AS FOLLOWS: 1 . TEMPORARY BLOW-OFF ASSEMBLIES THAT WILL BE REMOVED WHEN TIE-IN OCCURS. THESE WILL DE CONSIDERED INCIDENTAL TO THE PROJECT. 2. TEMPORARY BLOW-OFF ASSEMBLIES THAT WILL REMAIN, WHICH WILL BE PAID PER EACH. 3. PERMANENT BLOW-OFF ASSEMBLIES THAT WILL REMAIN, SUCH AS THOSE AT THE END OF CUL-DE-SACS, ETC. WHICH WILL BE PAID PER EACH. 74.5 PIPE JOINT BONDING 74.5.01 SCOPE THIS SECTION COVERS THE WORK NECESSARY TO FURNISH AND INSTALL BONDED PIPE JOINTS (ELECTRICALLY CONTIUOUS FROM ONE PIPE LENGTH TO ANOTHER) AND INSULATED PIPE JOINTS (ELECTRICALLY DISCONTINUOUS FROM ONE PIPE LENGTH TO ANOTHER) . BONDED OR INSULATED PIPE JOINTS SHALL BE PROVIDED WHERE SHOWN ON THE PLANS. BONDED PIPE JOINTS MAY BE CONSTRUCTED IN TWO CONFIGURATIONS. 74.5.02 BONDED PIPE JOINT TYPE "A" OR TYPE "B" 90NDS MAY BE PROVIDED AT THE CONTRACTORIS OPTION . TYPE A TYPE A PIPE JOINT BONDS CONSIST OF 1 /16" X 3/4" TYPE ASTM B152-66 COPPER TERMINAL. STRIPS WHICH ARE SHOP FUSED TO THE BELL AND PLAIN END OF ALL PIPES BEFORE PIPE INSTALLATION. THE TWO TERM!NAL STRIPS ARE CONNECTED IN THE FIELD AFTER PIPE JOINT HAS BEEN MADE WITH A 3/4" COPPER JUMP STRIP AND SILICON BRONZE BOLTS. THE TERMINAL STRIPS AND JUMP STRIPS SHALL BE EQUAL TO U.S . PIPE ELECTROBOND. TYPE B TYPE B PIPE JOINT BONDS CONSIST OF 1/16" X 3/4" TYPE ASTM B152-66 COPPER TERMINAL STRIPS OR 12 AWG TYPE TW COPPER WIRE THAT IS FIELD FUSED TO THE BELL AND PLAIN END OF ALI PIPES BY THE THERMITE WELD PROCESS. THE ELECTRICAL CONNECTION OF THE JUMPER TO THE PIPELINE (PIPELINE MAY BE DUCTILE IRON, STE- L OR CAST IRON AS SHOWN ON THE PLANS) SHALL BE ACCOMPLISHED BY THERMITE WELDING TO AN AREA OF THE PIPE THAT HAS BEEN CLEANED OF ALL PROTECTIVE COATINGS. AT THE CONNECTION POINT AN AREA (APPROXIMATELY 2-SQUARE) SHALL BE CLEANED OF ALL INSULATION AND COATING, AND A FILE USED TO ABRADE THE METAL AND EXPOSE A BRIGHT METAL SURFACE, THE WIRE BOND SHALL BE MADE IN THE CENTER OF THE CLEANED AREA WITH THERMITE EXOTHERMIC WELD CAPS EQUAL TO ROYSTON LABORATORIES, INC. , PITTSBURG, PA. OR PHILLIPS PETROLEUM. 74 .5.03 BONDED PIPE COATINGS ALL ABRADED OR DAMAGED AREAS SHALL BE COATED AFTER THE WELD SITE HAS COOLED OR THE BOLTED JOINT HAS BEEN MADE TO PROVIDE A PERMANENT CORROSION PROOF COVERING OVER THE PIPE AND EXPOSED WIRE END. THE COATING SHALL BE EQUAL TO TNEMEC 46H-413 COAL TAR EPOSYT AND SHALL BE BRUSHED ON TO A MINIMUM DRY FILM THICKNESS OF 20 MILS. SPECIAL CARE SHALL BE TAKEN TO ENSURE COMPLETE COATING COVERAGE OF ALL HARD TO REACH AREAS. 74.5.04 SERVICE INSULATORS ALL WATER SERVICE LINES INSTALLED ON PIPELINES THAT ARE EQUIPPED WITH BONDED PIPE JOINTS SHALL HAVE CORPORATION STOP SERVICE INSULATORS EQUAL TO FORD METER COMPANY SERVICE INSULATORS . 74.5 .05 INSULATED PIPE JOINT INSULATED PIPE JOINTS SHALL BE PROVIDED WHEREVER NEW PIPELINES ARE CONNECTED TO EXISTING PIPELINES AND AT THE INTERVALS SHOWN ON THE PLANS. INSULATED JOINTS SHALL BE ELECTRICALLY DISCONTINUOUS FROM ONE PIPE LENGTH TO ANOTHER, AND SHALL BE IN CONFORMANCE WITH AWWA C11-7, C11-8 . 74.5.06 PAYMENT THE COST OF BONDED OR INSULATED PIPE JOINT SHALL BE INCIDENTAL TO THE PIPELINE COSTS, 74.6 CATHODIC PROTECTION ZEST 74.6.01 SCOPE THIS SECTION COVERS THE WORK NECESSARY TO FURNISH AND INSTALL A COMPLETE CATHODIC PROTECTION TEST STATION. 74.6.02 GENERAL CATHODIC PROTECTION TEST STATIONS ARE USED TO PROVIDE A MEANS OF MEASURING THE COND- TION OF A BURIED METALLIC PIPELINE WITHOUT EXPOSING 02 EXCAVATING THE PIPE . THE TEST STATION CONSISTS OF WIRES WHICH APE BONDED TO THE PIPE AND TERMINATED IN A FLUSH-TO-GRADE ENCLOSURE WITH A REMOVABLE COVER, SO THAT ACCESS TO THE WIRES IS EASILY ACCOMPLISHED. THREE TYPES OF TEST STATIONS MAY BE USED ON THIS PROJECT, AS IDENTIFIED ON THE PROJECT PLANS: TYPE T: USED ON PIPELINES WITH BONDED JOINTS (ELECTRICALLY CONTINUOUS) TYPE I : USED ON PIPELINES WITH INSULATED JOINTS (ELECTRICALLY DISCONTINOUS) TYPE F: USED WHERE TWO PIPELINES CROSS OR ARE IN CLOSE PROXIMITY TO EACH OTHER THE THREE TYPES OF TEST STATIONS ARE DETAILED IN THE CITY OF RENTON - WATER STANDARD DETAIL ENTITLED "CATHODIC PROTECTION FLUSH MOUNTED TEST STATIONS." 74.6.03 LOCATION THE LOCATION AND TYPE OF TEST STATION TO BE USED ON THIS PROJECT 15 IDENTIFIED ON THE PROJECT PLANS. WHERE THE TEST STATION LOCATIONS ARE ACCURATELY D -MENSIONED, THE CONTRACTOR SHALL LOCATE THE STATIONS Al THESE LOCATIONS. WHEPE THE TEST STATION LOCATIONS ARE NOT ACCURATELY DIMENSIONED OR ARE DIAGRAMMATIC IN NATURE, THE CITY RESERVES THE RIGHT TO IDENTIFY LOCATIONS IN THE FIELD. WHERE THE CITY DOES NOT L )CATE THE TEST STATIONS, THE CONTRACTOR SHALL DO SO AND SHALL LOCATE THE STATIONS SUCH THAT THE TERMINAL BOXES ARE NOT UNSIGHTLY, OR A PUBLIC NUISANCE, OR IN A LOCATION WHERE THE TEST STATIONS USEFUL LIFE MAY BE REDUCED. 74.6.04 WIRE THE WIRES FROM THE BURIED PIPELINE TO IHE TERMINAL BLOCK SHALL BE TYPE TW STRANDED COPPER 12 AWG. THE WIRES SHALL BE DIRECT BURIED AND SHALL IN ALL CASES BE AT LEAST 24" BELOW FINISHED GRADE (EXCEPT IN THE TERMINAL BLOCK RISES PIPE) . THE WIRE SHALL BE INSTALLED WITH A 6" DIAMETER LOOP AT BOTH ENDS TO PREVENT EARTH SETTLING FROM STRAINING THE CONNECTION JOINTS. INSULATION COLORS SHALL BE AS FOLLOWS: 1 . RENTON BONDED PIPE (TYPE T) - WHITE 2. RENTON INSULATED PIPE (TYPE 1 ) - WHITE (BONDED SIDE ) BLACK (UNBONDED SIDE) 3. FOREIGN PIPE (TYPE F) - BLUE 4. ZINC ELECTRODE - YELLOW 74.6.05 WIRE TERMINATIONS THE ELECTRICAL CONNECTION OF THE WIRES TO THE PIPELINE (PIPELINE MAY BE DUCTILE IRON, STEEL OR CAST IRON AS SHOWN ON THE PLANS) SHALL BE ACCOMPLISHED BY THERMITE WELDING TO AN AREA OF THE PIPE THAT HAS BEEN CLEANED OF ALL PROTECTIVE COATINGS. AT THE CONNECTION POINT AN AREA (APPROXIMATELY 2" SQUARE) SHALL BE CLEANED OF ALL INSULATION AND COATING, AND A FILE USED TO ABRADE THE METAL AND EXPOSE A BRIGHT METAL SURFACE . THE WIRE BOND SHALL BE MADE IN THE CENTER OF THE CLEANED AREA WITH THERMITE EXOTHERMIC WELD CAPS EQUAL TO ROYSTON LABORATORIES, INC. , PITTSBURG, PA. OR PHILLIPS PETROLEUM. ALL ABRADED OR DAMAGED AREAS SHALL BE COATED AFTER THE WELD SITE HAS COOLED TO PROVIDE A PERMANENT CORROSION PROOF COVERING OVER THE PIPE AND EXPOSED WIRE END. THE OATING SHALL BE EQUAL TO TNEMEC 461-1-413 COAL TAR EPDXY ',ND SHALL BE BRUSHED ON TO A MINIMUM DRY FILM THICKNESS OF 20 MILS. SPECIAL CARE SHALL BE TAKEN TO ENSURE COMPLETE COATING COVERAGE OF ALL HARD TO REACH AREAS. AT THE CONTRAC70RIS OPTION, THE WIRE ENDS MAY BE ATTACHED TO THE COPPER JUMP STRIP AT THE BOLT JOINT ON BONDED PIPES, IN LIEU OF THE THERMITE WELD PROCESS. THE WIRE 17 SHALL BE TERMINATED IN A RING-TONGUE LUG AND THE LUG BOLTED WITH THE JUMP STRIP. COAT THE JUMP STRIP AND THE BOND JOINT AS SPECIFIED ABOVE . THE ELECTRICAL CONNECTION OF THE WIRES TO THE TEST STATION TERMINAL BLOCK SHALL BE WITH CRIMP-ON SPADE LUG TERMINALS, SOFT SOLDERED TO THE TERMINAL BLOCK BEFORE BOLT TIGHTENING. 74 .6.06 FLUSH TEST STATIONS THE TEST STATIONS SHALL BE LOCATED AS SHOWN ON THE. DRAWINGS AND SPECIFIED HEREIN AND SHALL CONSIST OF A STANDARD 240 LONG VALVE BOS (EQUAL TO OLYMPiC TYPE B) THAT IS SET TO GRADE IN A CAST IN PLACE CONCRETE SLAB THAT IS 6" THICK AND 18" SQUARE . THE VALVE BOX SHALL BE BACKFILLED WITH PEA GRAVEL , AND SHALL BE FILLED INTERNALLY WITH PEA GRAVEL , TO WITHIN 6" OF THE TOP OF THE VALVE I;OX . THE TERMINAL BLOCK SHALL BE PLACED INSIDE THE BOX ON THE GRAVEL SURFACE, AND THE TEST WIRES SHALL EXTEND FROM THE TERMINAL BLOCK THROUGH THE GRAVEL INSIDE THE VALVE BOX BELOW THE VALVE BOX TO THE PIPELINE . THE BOX SHALL BE EQUIPPED WITH A CAST IRON LID MARKED "WATER" THAT WILL EXPOSE THE TERMINAL BLOCK WHEN REMOVED. THE TERMINAL BLOCK SHALL HAVE LUGS FOR THE CONNECTION OF FIVE SEPARATE WIRES, AND SHALL HAVE A PLASTIC BODY RATED FOR 600 VOLTS ISOLATION AND NICKEL-PLATED BRASS STUDS AND NUTS. THE CONCRETE FOR THE PAD SHALL CONFORM TO ASTM C150 TYPE II AND SHALL BE FORMED OF NEW WOOD AND BE TROWELED SMOOTH AFTER CONCRETE PLACEMENT . VALVE MARKER POSTS SHALL BE PROVIDED AT ALL TEST STATIONS Ar DETAILED IN THE RENTON STANDARD DETAILS WITH THE WORDS "CATHODIC TEST STATION" STENCILED IN BLACK ON THE POST. 74.6 .07 ZINC REFERENCE ELECTRODES A ZINC REFERENCE ELECTRODE SHALL BE INSTALLED AT EACH TEST STATION AND CONFORM TO ASTM B418-73 TYPE 11 . THE ELECTRODE SHALL BE 2.5" X 2.5" X 10" AND SHALL BE CONNECTED BY 112 AWG TYPE TIN STRANDED COPPER . IRE WITH YELLOW INSULATION TO THE TERMINAL. BLOCK IN THE TEST STATION. THE ELECTRODE SHALL BE PLACED 18" FROM THE r PIPELINE OPPOSITE THE TEST STATION CONNECTION AT THE SPRING LINE OF THE PIPELINE . BACKFILL THE ELECTRODE IN A _ MIXTURE 6F 50% GYPSUM AND 50% BENTONITE CLAY (COMPLETELY SURROUNDING THE ELECTRODE) . ';. k 74.6.08 PAYMENT - THE COST OF THE TEST STATIONS SHALL BE PER EACH. SECTION 75 VA VFS FOR WATER MAINS 75.2.03 GATE VALVES (ADDITIONAL SECTION) VALVES SHALL BE DESIGNED FOR A MINIMUM WATER OPERATING PRESSURE OF 200 PSI . GATE VALVES SHALL BE IOWA LIST 14, MUELLER COMPANY NO. A-2380, PACIFIC STATES, U.S. METROPOLITAN, KENNEDY, OR M d H. APPROVAL OF VALVES OTHER THAN MODELS SPECIFIED SHALL BE OBTAINED PRIOR TO BID OPENING. ALL GATE VALVES LESS THAN 12" IN DIAMETER SHALL INCLUDE AN 8" X 24" CAST IRON GATE VALVE BOX AND EXTENSIONS, AS REQUIRED . ALL 12" DIAMETER AND LARGER GATE VALVES SHALL BE INSTALLED IN A VAULT . SEE WATER STANDARD DETAIL FOR 12" GATE VALVE ASSEMBLY VAULT AND 1 " BYPASS INSTALLATION. 75.2.06 VALVE BOXES (PARTIAL REPLACEMENT SECTION) ALL VALVES SHALL HAVE VALVE BOXES AND EXTENSIONS . VALVE MARKER POSTS SHALL BE INSTALLED AT THE DISCRETION OF THE CITY IN THOSE UNPAVED AREAS WHERE THE TOP OF THE VALVE BOX COULD BE COVERED BY WEEDS, SHRUBS, BARK OR OTHER MATERIALS. THE VALVE MARKERS SHALL BE FABRICATED AND INSTALLED IN CONFORMANCE WITH THE STANDARD DRAWING ENTITLED "GENERAL MISCELLANEOUS DETAILS" WHICH IS INCLUDED IN THIS DOCUMENT . 75.3 INSTALLATION OF VALVES (ADDITIONAL SECTION) ALL VALVES 12" AND LARGER SHALL BE ENCLOSED IN A VAULT WHICH SHALL BE SET PLUMB ON A COMPACTED GRAVEL FOUNDATION. THE VALVE OPERATING NUT SHALL BE OFFSET 3" FROM THE CENTERLINE OF THE VAULT AS SHOWN IN THE STANDARD DRAWING INCLUDED IN THIS DOCUMENT. 75.4 PAYMENT (REPLACEMENT SECTION) THE GATE VALVE ASSEMBLIES OF THE SIZE LISTED SHALL BE COUNTED AND PAID FOR AT THE APPLICABLE UNIT PRICE, IN PLACE , COMPLETE, WHICH SHALL CONSTITUTE FULL COMPENSATION FOR VALVE, VAULT, AND ALL OTHER NECESSARY ACCESSORIES FOR A COMPLETE INSTALLATION . HYDRANT AUXILIARY VALVES WILL BE PAID FOR UNDER FIRE HYDRANT ASSEMBLIES . SECTION 77 FIRE HYDRANTS 77.2 MATERIAL, 77 .2.01 MATERIALS FOR HYDRANTS (REPLACEMENT SECTION) MATERIALS COMPRISING THE FIRE HYDRANT ASSEMBLY SHALL CONFORM TO THE WATER STANDARD DETAILS (SEE ATTACHED DETAILS) . FIRE HYDRANTS SHALL BE COREY TYPE (OPENING WITH THE PRESSURE) CONFORMING TO AWWA C-504-80 WITH A 6-INCH INLET AND A M.V.O. OF 5 INCHES, TWO 2-1/2 INCH HOSE NOZZLES WITH NATIONAL STANDARD 7-1/2 THREADS PER INCH AND ONE 4-INCH PUMPER NOZZLE WITH THE NEW SEATTLE PATTERN 6 TIREADS PER INCH, 60 DEGREES V . THREADS, O.D. THREAD 4.875 AND ROOT DIAMETER 4.6263, 1-1/4 INCH PENTAGON OPERATING NUT BY TURNING COUNTER CLOCKWISE (LEFT) . FIRE HYDRANTS SHALL BE IOWA, PACIFIC STATES OR APPROVED EQUAL . APPROVAL MUST BE OBTAINED PRIOR TO BID OPENING. 77 .2.02 END CONNECTIONS (ADDITIONAL SECTION) HYDRANTS SHALL BE CONSTRUCTED WITH MECHANICAL. JOINT CONNECTION UNLESS OTHERWISE SPECIFIED IN BID PROPOSAL DESCRIPTION. 77.2.06 SIDEWALK FLANGE CONSTRUCTION (ADDITIONAL SECTION) FIRE HYDRANTS SHALL BE OF TRAFFIC TYPE WITH BREAK-FLANGE CONNECTION AND PROVISIONS SHALL BE MADE FOR DRAINAGE OF BARREL TO PROTECT UNITS FROM FREEZING. 77.3 CONSTRUCTION DETAILS 77.3.01 SETTING HYDRANTS (ADDITIONAL SECTION) HYDRANTS SHALL BE INSTALLED IN ACCORDANCE WITH AWWA SPECIFICATIONS C600-77, SECTIONS 3.7 AND 3.8. 1 AND THE WATER STANDARD DETAILS. HYDRANT AND GUARD POSTS SHALL BE PAINTED IN ACCORDANCE WITH THE WATER STANDARD DETAIL . UPON COMPLETION OF THE PROJECT, ALL FIRE HYDRANTS SHALL BE F' INTED TO THE CITY OF RENTON SPECIFICATIONS AND GUARD POSTS PAINTED WHITE . FIRE HYDRANTS SHALL BE OF SUCH LENGTH AS TO BE SUITABLE FOR 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 F00T BURIAL WHERE 12" AND LARGER PIPE IS SHOWN UNLESS OTHERWISE NOTED ON THE PLAN. 77 .3.02 HYDRANT CONNECTIONS (ADDITIONAL SECTION) FIRE HYDRANT ASSEMBLY SHALL INCLUDE C. I . TEE (MJ X FL) , 6" GATE VALVE (FL X MJ) , 61 C. I . SPOOL (PE X PE) , 5'' M.V .O. FIRE HYDRANT (MJ CONNECTION) , 8" X 24" CAST IRON VALVE BOX, AND 3/4 INCH SHACKLE ROD WITH ACCESSORIES AND TWO CONCRETE GUARD POSTS. PAINT SHACKLE RODS AS SPECIFIED IN SECTION 74.2.13. 77.5 PAYMENT (REPLACEMENT SECTION) FIRE HYDRANT ASSEMBLIES SHALL BE PAID FOR AT THE APPLICABLE UNIT PRICE PER EACH ASSEMBLY, IN PLACE, WHICH SHALL CONSTITUTE FULL COMPENSATION FOR THE TEE , VALVE, VALVE BOX, NIPPLE, HYDRANT, SHACKLING, BLOCKING, BRACING, AND ALL OTHER ACCESSORIES NECESSARY FOR A COMPLETE INSTALLATION. 0-- - - SECTION 78 SERVICE CO M 4ECTIONS (SUPPLEMENTAL SECTION) 78.1 GENERAL. WATER SERVICES SHALL BE PER STANDARD "DETAIL FOR 3/4" WATER SERVICES" AND PER STANDARD DETAIL FOR "SERVICE CONNECTION DETAIL TO EXISTING SERVICE ." 78.3 CONSTRUCTION (SUPPLEMENTAL SECTION) SERVICE LINE CONNECTION TO THE NEW MAIN WILL CONFORM TO THE STANDARD SPECIFICATIONS OF THE CITY OF RENTON BOUND HEREIN AS APPLICABLE . THE ENGINEER WILL INDICATE THE LOCATION FOR THE TAPS ON THE NEW MAIN FOR EACI; SERVICE TO BE CONNECTE'- . THE CONTRACTOR WILL DIRECT TAP MAIN FOR 3/4" SERVICE. THE CONTRACTOR WILL USE COPPER TUBING, TYPE K. SOFT FOR 3/4" SERVICES. TYPE. I CONNECTIONS TO EXISTING COPPER SERVICES WILL BE MADE WITH FLARE TYPE, THREE PART UNION COUPLINGS. TYPE II WHERE EXISTING GALVANIZED SERVICES EXIST, THEY SHALL BE REPLACED WITH A NEW COPPER PIPE SERVICE TO THE PROPERTY LINE. (METERS SHALL BE LOCATED IN PLANTER STRIP BETWEEN SIDEWALK AND CURB) . TYPE ill WHERE FUTURE STUB SERVICES SHALL BE INSTALLED, THEY SHALL BE INSTALLED AS ABOVE , TO THE PROPERTY LINE WITH A METER BOX (LESS 3/4 METER) . A SOLID CORE THREACED SPACED THE LENGTH OF A METER SHALL BE INSTALLED IN PLACE OF THE METER. STANDARD DRAWINGS nr werl LYYe Mt,f'Lome YM1rorp ceKYn y.e LOR. leW.l ra Ydw[wlYn YYe M' / \ IYYlllli r0 V �R144 MY Yn[110 • 1�Y1 Wry lw fYls ry{LYYIIN 111Y1 /� 1 w Lj'114. �VIYNlIY4 Y VMOYfe �\ [PIGa M1 /IIY weWl 1 1 .YV / YIMIe SIIRKI II fwfYlf 15 Yl tn[IIIIL. IYM1 Y(V ISS LWl r [YnpRG Y L"YRY. i11Ye Ml PLAN ELEVATION FIRE HYDRANT GUARD POSTS I � 1 �:OY+rrY nY wYWI IWw + 1�511013 MSw. Kvq sYm ml LY rin m YNYf a. Y wwne • IpW L"R[W ICY KMI Ill[l Ylin IYLS SI"YM1 WLW yYIYG. Mir-wtl twYlfl�WS YI�nN1 M1Y�O LMM RRILOY pn4 ILtINT�IIIY YYYLYI r0 K IY VIe.I\x M LYTt n fl lY+,rYStYYIIN MIYI w. Lj�IY, ILl[YYtIpYy rf.LOY Y MYY[0 [OIIN Y[Y Lpa CUT vrY fnucnw Q rr IL IKI IpGrr 1 WerNT lnws�w II Yp�Ya i iw-I�[[i Ytl IYY YyN pI, ( IOlip p Y(x Yuw Y . _ vWYY r iY YaIY Yux �' YLWY Yn Y(t1Y. LLYM 10 I�1 III..^.1'1M [wfYll Mpalp�� � tYfY r[elp.lp (w[uR ppa V•rtMY Hn MLR L MI(YYN. ILYS[L Nt Wll(Y IOIYI, w Y.aY(a LLn4 Mt.Iml _� \ (}IYf rY Ywuu to. Lq IU'IL rY ILI.iM !"O � e 4f+ I. \!(u n N�YIWW JSYe IaeY fIYG Y,CIRaI llne IYIx LMa1 n»Ip 4"YO 10 II I.1p 1M"ttl]L rll WS,Rw9 Z,^_J u+a�uo o-I RIRo.Y ro rn _.� FIRE HYDRANT ASSEMBLY FILL FIRE HYDRANT LOCATION IN CUT OR FILL WATER STANDARD DETAIL CITY OF RENTON NOT TO rY[ DEPARTMENT OF PUBLIC WORKS GENERAL MISCELLANEOUS DETAILS VALVE OPERATING NUT EXTENSION DETAIL NNNNNINIIN In M. uKT. ~ Nw1u ISEE DETAIL 1 .1/4DIA. Ill-N. TN[n111 It ST 1fK+n.S NWIND. ln•NY. 4¢d{a. run a[una w nnsld NOn '_ m u:uu.. [mnlM1rl W 111"W Yf.+x rurl w IS Y(Ito.IMII 0) Ilt+NEW n.1111 �. Wd. U11NIdS N[ION .eNI1M N w pl rmI tow,otl a MttMIIN to N 16[D 1(1 lurL. llt' INID[NEMALRN. WL H.(.IIMId1 W Ie I(woe a SIRE unD IS NOTED,IN.11Nm.1n ANO wrT1 a I, E1sn. o....ueil GENERAL NOTES ThAT M S"III IO N 11AS,IN.". m SNOVLO RE ON ALL WATER PLAN SETS fluid ells 1. ul NN/I rNna.IIIII INIn N..Y.w.nn tN tuwN.w.N..nY VALVE MARKER POST oMI el W Ell!1 N.I.mrin)INNII..ero IN I.ml Yn.w N.N ELEVATIONS '^'•su.Nm.r INunuuM\. i. w INenM.er l.mq u:•Ig4f fYr•n•Nn.rY!N n fru N W MIrN{e.-f Nn\11111{)t•Nr111 tr NM w Nw«[t Iµetlr fY N N •NN µrN a fnrN.Nx! J. 111 Y[Nr Y.n NN N M tKwl Ilw A[111Y 1 NM Nr•n:ry a MSI fNt'f.lI.SI.INI N YINI n/ItIM�ln�[f.IN\<I••f 12, 4rn1 rYr Il IN .W I[1.l •Nll[MIM Y11 4NNIa"N IN".Nrl\1r. � IN)•Inl\Y M\n N er K[Nxael )y.n. NNIy M N[IN\L. .� I ell IIIII.I.{o N I... Ito.ttrnl Ilxt,(I.N IN, 1!1I.1.1N Nn M1ee M NN1M[III-,N MSI Yr, .d1.IP 1p1,KSI .-v 11-w, . bpu n qIN. III hU.No)auN N M r[IW INI •4t N IIIyN IIfroN`onN INII N F.IIM In µ. .......Msl 1{.1•r WII N lii le MrIM/It�N.Mbp s{wn1.r IN[IIIN r lN1y. 1. III MN.Y n ID.xNl YN wlllr N Y1n4N I«1e�Y t•N• er N INN\h11✓INI.n enµ .11 xIN rn It 1xY.I.1.=� INII IN.11 a .1 I'll hn1N RNµ INn uE l.l)[ II I[N N[p, "It•n N N""ID[INr, J 1. .11 M Vr N4\INII N MlNun t\tN.....nlMN•n•6erMNl.IN Ito fN<�I�Nt�N. .I W LEI)N Mn1M w lY x\nytM 1N1..,tn rnl n1 rry4.n t nq INII Na r.....N........ NxuuN er IIN[IN.r MtN 1. a N!<MNr.r IIN[NIIr.M!w 1Nnt)-Iµ.«.xr Y.IN.�11 N r.NIM IN mruy W twq•NEN L 11 WII N{N[M Ix{e.'I ryfN..IN 114 N INM.I.1 YNNIr)Ni•.4 Nln N.W.W trNM1t1.N. ILLrt MNn«Dlt .. IntJ IIt Ito e1 tINNI• ItN.,Nto IMrlan. IINt N rlFf N M YNYf MYIIY pS+INN" It .f.fK fryy![il N[NyIYN.N tN L1l,.l NnYn. ND°Ati•P-I d N•pY[n IQN� !4N IYR(.SIMII N MIYf(D xl fx 1n Cd1S a 10 111[r M Ie......4 N..I I.IN NtYNINNI N .r N IN LI.I ew. MINI N3.I11 :IYTfWfIIIN. 1111NI M NI r[ ur)nN..\1M N.YI./IIII Y M NNIIN 1/W tM.r.[Y/w W0'10 9114 n111-11TIr1 MIN ID.a M w L•.NlY/Ie<1TE NPr1N.1M e.IMINtow'N[PM. 14 M ONN Stott N NI At 11. :..=N,.Ill N N<NN1NN,y 1/..gtw{rt�N.1 IN Ilp.1 W. w 1Ktl N s10INN0 1�..'WE w 4 fd 11 INII N IN[NIr1[Nr'1 n\NnI1........roEr)W N�11N N..rYN.. WE LIMPILI9N IpUTId. I61Y[l tp N Nun 1.M.Mrt.r Nuhllly al[MI.rNtlw. u« Yrrt MyI a Kml snKum(IN IN Not, IIx IyD INE.N/NI(I......AM MAW It LM.......N.nr1N.I...W IN .�Iry 61NN-w IIIIII.1111 Ito r{�y H •)N MEMO NI MKIIINTIII NINI w Mrll)NN< Yµ.Nl.r Y Ilyl tlplx. mAL .a A••ed10 looAL, rrrllry INI WATER STANDARD DETAIL CITY OF RENTON DEPARTMENT OF PUBLIC WORKS CONCRETE BLOCKING SIZING PROCEDURE )Dnw DID .N•Y;we1Mr, a'rI�Iwur leN Nlrimn\Yln IIIneD;. \NI`I1Fn1Y Hln w�•n,L1YID arlw Iel 11nn mw11 rlrlw n 1 . - .Yr n INIn 1. I ILL CAI IIII-r„Y�r,D�i..a.w.rin 1. EE{•. BEND 1 \i. , 1 NmI w.IY r«:r�.w•wlr,a. HwrY.. / EE DID • \r sarfr,\IN.rY aYll Mel Mi NY.SN[I Ir Y11N N'1.1•. L frrD:J e •WILY e�Wl.r.l rrN In IeDI _ _ + D 11rrN. In IrwD,• IY Ir l,rn{ IlY ll 11 w.br,Y..ly LHD 1n r.y.I✓N. q. PNb 11 _ _ •Neu el bm,•b IlN el lrmq rn In,1 �. Y qel 4n,..,.rMlq ern«..LI•.NI IM NN.r w rNYx F n Nrin a n1YN[m[rl~\I.rrnr Ile[. re....... 4 •wirrrlWpx of,Y .nrNr\reY rn I«r 1•rlNl I �{•�LMD amo LHr1L1 TEE .i 1 T YNl YSI N Y D wS[uwbF mwn o-J Of BEND 90• LEND I. ....er Lw•.,. YI •• r 'oI. erg-'M l.a-lir W—T,�T.-r11•tR FIGURE I I. wlr r11M el u..0 a«. Iy)•DNu. n Iol NOTE FOR OONVCM VEM"L WNDD, SLOCKWG, 1. Nn•.r LW nY nnu Nwl. ei"""T_ . T SEE APWA STANDARD PLAR N0. T1. • w....,.LwN er\..•.,ne,. 1,.1.w.wTfp^'q TABLE I s. rw•..D 1rrn,«fmou. ¢r. o.l Nr•w .Y.o.HYgI .e opN tw1N1 n rnn N+ I•rouxes•ly.1..o,l .D.el)Y 1.J( .0 Swu 1. IVM�[ M.D Ixq Nx0 IIxO alx0 a(x0 Y l,anlm• ,m o•Is'r T Iro )JID f.000 L{p Ip •h 1 rM•III M N Y W IMrY'1 aW.l.q .nr\N•.Y rM. •. J•)b f.)N I.SID HI«aWW Srwl. a" ND I.SDD IJ.DeO {.SID ).1I0 1,)M 1 e' IDO IS.IDp II,pO 11,510 SAW J.DID ��� 1>' J)f il,Nc p.f)D 1f,Ho !!p •,)p M.rr 11r1N0 111Y I rN IM\NN 11•1DD NI It" 1SD )J�Sp N,W tf.Sp r).. {,)N WNINr el rw...:N•S-b In. S,Ifllt•c.)f Ir !Se N.Jp ff.)p )S.)N II,c1D ),IN Y la\Mln 1: \M e• IY NNlurl el)ep NI,N W INI 1M loNr.+e p'MI Il)!.Nc wN,. IY ISS Lf.tp Y,OW p.NO p.{p $.Ob 1N1.J If wl IM N4 w•IY IW Ier.w rP' Jb p,}p pip JI,Nc is w 1057 W IrWI'. l.W Y./N f.. Y le IIIIrH 1 II'rrl 1 .«([DrH 1Y p111m el IY[wrDla Ip' bD N.W II.SID 11,W fS,Nc 5.N[Im\lalrY[Y p MIrD. Y,o Nul.urrw« IN nq«\w nN qu of vw. )h pD }.•b pt.W UdcO )f.No p,.ep Y+.v.IN, )v )b IN.)p 1}.ND INd} f3d•D lldb . \ ,rwn Ivl J Nll N' tm JDl.fb ]b,Sp NSJN 1S.1pp b.)p `I In IN Nwl N.m•lar rnleTlllpr rr«W 1 r I I . I,r lNlw •• 01h Y Nw✓I..... I. •V,--�rn'1•rtY��.lY�le a... TABLE 2 wlr Mlpr M tlrm[Nw Iy1.� � t•m.. • 1 o ry t.q N.r.o'a In .n. 1 T"T•F• IHq.I Lw..0\Y•.,NYl ID,1 .M a.r.«...N IMe Sr Nn In Y Lllmly'SrN W Yinn el I W N.4qul ,n. n Wn IM wIu✓Y«r r IY Ilw eNww n IN, lY WI,I D J I«I •1.p)y • 1 YI\SIMIYL LYI 113 1 LL l• Mr Y I wlr YYIn.I llr.,ly I:w (L.1•�f�:3�� br�Li1W< •,•. D I,W D \M W N.•.I J.MO •�n;:;l.J,ff rl aw wD a..rl Jr+[w.lq Dler t.M Yplry D�Inl✓f�r[IrI.HY N1Y YrD WI. ILW :SSI n NNII.Iwq:•D •116.6.0d.,vim •W,.NI NrNI.I«I�r N.gelrrN N IIN.• 1 N,ID iwy.IrW Ir I rDl N Yly II •Il.e.I.N.1.1J1.I.N1Y vl MIINI I . w1 a\NI IIN YMI w 1 •a p ar. N- .1.r... mlll WATER STANDARD DETAIL CITY OF RENTON DID, 10 "11 DEPARTMENT OF PUBLIC WORKS NDYIre{• .11 aWww oo.Ip. w nw T- Pi rig V.A.roM ew •to-,ti :wwuw e.sve s a L a Af bbx � b .• Jw s , 2% 6 2z' s'o e w 117217- zb zs 20 ,1 a e' aoo t1w 16. 25 47 .?. a ,T 250 11w ]I •1 Y ' -oe ti ao- 7h �>••.. zIIo00G „n?w�. : . 5116 9 `40 ,12e . So T kr YWrtityk brit Mticew,v Stir Ues lb t Vfi S 0 l g a � fiC b oivw�cwn--- . f �\ . e ee It ?so 2i0 i 6 z _ ._ ? b 16 70 % W � 1w � a 1 snbpcorc fl t• •M�Nh� STANDAM PLAN No,73 Blocking for Convex Vertical Bends Div.Vu/a TIE ROD SELECTION TABLE YwID N,11 YN fell W{{WI 1YL11Y rNN rtl 1 ) L r N H 1{ p r. xp Ls,IY f/r frr yr lo" Ilt ILNp >li' Yt VT. N )Y ILfY )IP f/f li" ]f0 N.IN l/Y. Wm VL" 41t. If DY Y.w to to N,No It tY F,Lb l/Y. N' iN NL Dp Ur x" ib 20) on, 1 {,tll .M ll{W{IMYL Yn Y W,IYLI {iMYln pt Y.YO�'� N W 1. 111 YN tY'.1 Yp YIIDYY'LDW\1 1NtYt YIIF N l[N,1N Wf nl,M IYD N YI t{11-1xYIY4 WI j. fiNNln el ttlN MYltlt uflD•x lIl YN 1TMMYYt tYl\ N lNI�(�IYI,p IYYMII M (Mtl 1p tN rlry L m Yon 1wu N ouuwlNv a rant wF i twn pr.p.rus tplrw. Ix Nwnit /Y-F W m III InN N. ,.¢wnN t. ie iwatl�YptiY\DlYtsaw�u+YLDeIvw.� u.c..x uue u11 In tw11.0 . tpu aN\AI r ttroweo-a{Nw oY\urq.(w.owvo-o-Ixrn CAST ON LUGS TIE BOLT RETAINER CLAMP FIRE HYDRANT AND GATE VALVE TIE ROD ATTACHMENTS l WATER STANDARD DETAIL CITY OF RENTON .,, 10 rc•LI DEPARTMENT OF PUBLIC WORKS NMrx.{Y Yr W\lt YiY r t�xl nrr41 Irtun nuY�Y roa 4 trios PLAN f1q rlltl [4t1 14pi w4p r[. tp+� rt nn w�p w.. nrw•o r'IX SllliY,v Y YWV4 UGl I fl[11N IUUn\t tll " ur W 1",Yr.W 11 of\MI r Wrr�to�r nn v-4r� jlrW lG 314[WY f lJ)-r r Yix�l t"WWn111r rIH N 14 W n HUG t 'M' IW ELEVATION TEMPORARY 2" BLOW- OFF ASSEMBLY WATER STANDARD DETAIL CITY OF PENTON re\ ro u.3t DEPARTMENT OF PUBLIC WORKS Wlt4 MAY l :YL W M r� rµ4 H'Y I"In 1M 1 r [Lbl YW:n4. 1HWL li [LM( _ ♦inLl i� HMLI L x4".[ Lbc. {ryNDI L(Yt MR.w I t4 I'M �f 'x"M.'sn 1Yr [rMn LLnuH 4 hn n NW:w YwLI r.Ww�)D IYp qn. R'LpYc )•.M�4tM PLAN Yert 4I r:Yt w nmws m u wwme:w. /M.ntt us\ :uY wn ror, IWLt 10 Y�tI von n. slwryo 'IL'.L-' tM nn[t :n .'IM H<ilr,HL LLwx MS[ Ln 1H--IXbMYc"on I'll uarr uHd\o m nnt.I.WL»Mo."" nm (aunt t w MI i u4 to,H. ItRT.tr4 n' trt[n14 YIn11 I.Y ru ivLY tt Yw 4M. YIT IS lM w WIY(.WL T#Itf Y{Y[t✓nl r.r Ylrtn, uLLw{ r'wtr.nY:wY Iu3 r'wr:m Irr nn, Ir'Lw uun\e ni !'""MR,nnw0 IqW n{Mw 47n-r rvy"TL I"I'm Hnll YIMI. nl L.0 LLta r nuI uMII r'wwim iw nn r wYluno iM R4 nlwry W u.Lut uHA ro ni IV Irc I r'w uw I. . WL.IO wY1111s31.4 !"W YIh 1/1 i4 IM W�. H noun F[ Q �"'� IYSrY. L.IL IMrIMLtH It.,\�[ [rYl• �• iC H14 WIwO WIIL (N rytl n rirl ELEVATION 2" BLOW-OFF ASSEMBLY WATER STANDARD DETAIL CITY OF RENTON w\ ro .c.Ix DEPARTMENT OF PUBLIC WORKS IlvrtweY.wrY MhL Y114 R' IMl�ll IKx Iih W IY Y1 I"[WW\iY 1\Y Y 1/HF YIII IYX 51Y M 411 14Y1X IMY l0 wl m. nINIs H I,,.I.Aq4fuu M�K a YW�YI n[Wl A PLAN HIYlli IQW 10 4 L4 IMpr[0 {II hn IH 1YHi0Y ) YO II. ".IOIt 11IYIII IY. H Y<O5 KwWI NWr Iq Oi W1411 W4 b IW UHI♦ IHII{YLl uYl M111' I45\II {MOIx �YIiM K[ MIiY IYiY 01 Nmgn rl" Xn 11 Y YKt Yrtx 1' I+RWb H NON IT tMtYll 11Y[VYL P.C. M w(/J\aK3 4nn nlr � _a'.[X Hnn(W aa�4 Yo LYYI� _ q' xit.ror YYa tx+K[. m n unY LMtYn ww:n.-In.Y utnu Yli4 iN I 1 4H HtLY wb / � [NWI 1t Mltx M I�YI SILIIP IY 1I Y.11r M 1(W1 R Y.1P[WYn1Y r.y1Ri5. { (ul(Y•I tM1tYq Ww1 r4 tMIY1 MO NIIYI IYrIlY1lY IW Ip.Y 1011r.W[!0\�413� [WYRY l.; •. YMP qtl W tKf Y11 w3l ��tWYl101M4f�Y WY1.. ' �.i:.��(WY110 IYW\iY WYII��_'.�;� 114n3 fN111 \INY Y11K1.1 .1 YJ.i ELEVATION ELEVATION 12" GATE VALVE INSTALLATION WATER S IANDARD DETAIL CITY OF RENTON 5Y,1 to .c.[I DEPARTMENT OF PUBLIC WORKS Y.II[r1.1.10 w. I wY nnu,ylpr ur D.yNx Yuusl run uurl.Aral; ]' NI•YI nVlYll YNr110.11M rl[•ILl pi•\M LIYI. rl!� rpry ryp IY. w1N yNIN.[LIF.\Y !' W.Yrllp ly. \y14110.HN.r Moll.., y.P M JN 1p CNN IIIJ IbLry Iy NI•IY Nry.L.IPYrP raY YNYNr Lr b 1Y[\4111. - r w•rrne Ir.na s LY'Jf [rtun wv rol•n• jr /LN VIY�4 Y HpYI\Ip. /HI filll NYdp rJ1l LpYlr 1 - / .nJ rYl4Jlry, YDLn I NIrH 4 1N-ml N N4 n f .NVD rrH b. i wY IN rllL.P INNI Lyn Ply L r.l .'INI# Ny "I'll I NMI•N•D up 1l1 p My PrP i YLYM rIII YP nrl Protl Yn WN, L[yMO IryYI \f IPL n Y PIII w% LW n tb !-i"%•Nr[Ylh[LH IlI Yrnrl MMIY MY% ' -]' WIMIIIp IYY rirl [V rl\, 1l1 wll Ip!{PT.�. Y' `hl'�'•\ p p YIV% NNL rilr[LYI 4.\{S,���• l en•�• t< �3•"rp t;l [YrpVIIP 1rY N'NYD, [l IIMJ Mw �^1'H'• 3 . l,n.D\o LarJ.IpYV \D INI...... MO KM WY IV .rytly nr,1.1n W I.P 11" Np P e' .\D •Y b WrY 10.7 •Ir Yp YNNw w.. N rll•IH iV Ir \o 119W le wauu w. II mINu Yll III WIN a IpP 211 AIR 6 VACUUM RELEASE VALVE ASSEMBLY WATER STANDARD DETAIL CITY OF RENTON �� DEPARTMENT OF PUBLIC WORKS NNIa IBM) rI -'.1.10".KY\-ni.r EI It I'lOYyT All.W Wlx � .nYl yT1 Mr.l 111M11\r llµ V. {\III IlypxO r11.U. 1. lOW 101a�\l,l y\II NY LO -- i IS-rr Woll Ylrx 1_ ] glrin xw \W,W'No, TO trD :13 rr 1 1.n r[II µIN v rx uM nq 'C \µlyl YO 1 to 1-1 1 11. j IOWI T Jlµ{IYtt t0 J-15})w Wlfl on.{NYI N iW 1U n Wty IYD rM n11 \y[In WMIN.Ib nN Y rplyy� .l RpIRO tarwuna tw Ir nN F.yM 1pW\0 YUII C011 V7D`Il�.KMNO K A Noll. {taµ0, O rnla• IMIII9 Oµl.1w1L y!OYI wr YC 1tO1.NYMD In.,L0011Y0 yVrlr.f yn1a0 INS Y 11 NMN IIIM ,0 INl4L'Al.lllYlLl IIN W It1Y,ttrye \ NNI nnll NNII.11. 10 I1114•. I Ll ITV IW Ilot TASK Nwm [IM In.1 T MLLII n. 1 j & go' WATER SERVICE rI t n.I:,- r L`.Tl [Alan R\n lw I.rlr.TvlD apl-N-W. E A In, "N1 wM.v.'I, tm µMIL Alto rt.1 ASA., t0V4 ToM-1.1L AT.Kc uYl rnl la� it Somoot w SLID no A,N wl+I M I01ru KIYK T MCI lows - :• . �.•:' MITI.ID,x-!N00 ri LUM ARo nM W.IN.Aft T!cw �I wan 1JUY T MNa to, ..L1Rf }� I nm-IL HT toy\.mAt <oatM,Ir CIA IM.M Tod" No IYIi.stmtt Ink T Ki A-.91aS IWWIto SIAM' ATO ..to IW a MI IfV IA R.AT.R a J tMNKe n M tm lr Kaut IDA lD TUN Is T a LN,Y1111 14 TAW I.,,kl IYI[R-s!T tNHt SKIN ~LIN CY .T,W.In t;:Y f0 MLL11[0 X-IynS UIT'i.IYMILtl .�. Ip C. AVI.T SIAS.W4L rAN yr 1y I.S\kl tM1.1 YWN Y Rnme T unwl lAT N.nn un/ 't Itr IMI R Um IA N WT. YL\Ct LIN So Yal y tlIH. l.Si IlN w Dy[\Ilf eDWIN lIN 10 At1I WT.YIx d I' WATER SERVICE rw wam Ta on.�.v aN1. YT. 1 a.T W .Y•.. L1 v .r1..U fl.rw [.w w1 IT.11 1.n to WATER STANDARD DETAIL CITY OF RENTON .o, 1. 41c.L1 DEPARTMENT OF PUBLIC WORKS Aw1Nu. TT 17 SERVICE CONNECTION DETAIL TO EXISTING SERVICE i TYPE I Ralep Existing 3i4' Copper Service and if naeessary Adjust MNer { MNer Boa to Grade age COPPER ogw4m I @@ aaavrei Lan C Q� "'a"YMn� i 6 Re aael agamra.ew i am tur...a.•cawen nu,wc Cowsli xwr to age cos.o..,w.nwr rte a.r gxanm MA& TYPE II Retap and Replace 3i4' Galvanized Service with 3:4' C0PP4r Service and if necessary Adjust Miller i Meter Box to Grade TYPE Ili Install 3i4- Copper Stub Service Including Meter Box NOTE: t. For TYPE If A Ill Service Information See Standard Detail for 3/4' &V Water Services 2. On Watermains that are Bonded for Cathodic Protection II All Service connections shall have Service Insulators. I WATER STANDARD DETAIL CITY OF RENTON NOT TO SCALE DEPARTMENT OF PUBLIC WORKS MAY 1984 DECHLORINATI N O TREATMENT PROCEfh AMOUNT OF CHOWCALs onouwm Oawl..•N.�aro•rrw•r w A•nMya.arl.ai w.non d lY w•law`II0^�y n w•�.w w Yrrwy w weonp.rl eY Ao.l.ro mrnt.l.e ayawww PPYlrw•••alw.wN•e.+ aAal•nsvy rebmstnb aleM•rwerbeMlw.ww lY lw••om o.•e a waoewrN ala.11ly•.iyoy•n Y•Il.rrrl..p pY,t rI l rr•w w wo•w a•r•1r w 1Yls.4Y.le1�Y(^o lu too, odb °8000 wI •nIl•.••Ivge••n M w opsa TABLE 1 surrr el.n.--e•w 1W D to, hrrm a Drn•aingn Ownvl.er..Arr 1�Ye11•m.mb tr,a. Rruwl G.e...TelYne•ea.w h�0n 1�omowa wow Advlrtr p�.a-IODb 1►pwi �r ar Anol••ftmdw PY.r.I O.wr. ebi.n 6.mm Davw••on �.i•n AY•11.1 bl a DVaI Ilin!n10 I. .rt•IyyYla.l F•II.I e•.lwla.� la or •le all so o. on on w to ou an b of oY o.. w to oro oY e•Ir G*. A n.•r.s•G^I mn wm a A ocsrlorll•ll•n ay�n�wi ra o � m a ola.alrllean aw.Ife�Na•O Y•qM.b A rw M CIn �p•�Iolalon A Ymowlh OYo..O M.wrm w al•nwi M APPUCATM LOCAL SUPPLIERS .erN xwrw hr•mw oloM+l1.OKIIINYYOII mulY•cn.wc or cawaq A v.n Mew Floo s alolrrl•ya rw n•oa..mrx MYM•ra.m�np.nn umiwan ego,s 711n aalle A I•a•I•o•wun a.••a+•r+m arma:M alou Ia�nun wn..w TM.evaul a eT>som nb a oc^blv.aV alwl•sl p•.•rY lmw a rw l a rw.o.Fwo eewr IP wP oows...w••I••In11A a A alwrlyya Wyl. TDIM lmo Cnlll v Ilia•�.l<' A COII•IIUOI.e.•we10C..[aMwnb T.!Mw n. is o vl.1 p A Nlum•1w.illll N Y Y.M e ba.prl roy m MrJI 1 TayILL To.I STfeDID QIO11 I.11 a YL�aYlllifa IbY IWMT NMI Y Itl inq w•a. 1N u.o lo.•w Y•IWa•a.0 w M A III•nn[N aN[.I N Y•ariM..1 el.o owo.uNoly n C rII.INN E IB D ao Mftvpww.w oa. sA w To. b.n STSAIp a eoosMeTY PROCESS FLOW DIAGRAM. Ocl.orvwon DabrbwN M rP+l broa.yo T Cay.rm.nl 000.w b 1rw 1•IaN �� S•^ow'rYp •l•"•Ill W 1 Ibry ANI AI.• WATER STANDARD DETAIL CITY OF RENTON DEPARTMENT OF PUBLIC WORKS . r. t CATHODIC PROTECTIGN JOINT BONDS AND THERMITE WELD /aMEJwirf EiD C.n rfn T/AEM,rE 11Et0 i -J.w+ Jr(.wcYo ee,NO. �-E.NY. PUKifp f0/Ml.. w,J ,Tw Tn w'Fwa,TAY.' � Nn : M✓�.rnv .re cuverr,av,).n NaPc CYY✓✓E:TXx >rI MECHANICAL JOINT BOND PUSH-ON JOINT BOND /n.t,e s rE w(iEs r rt�w;re WE'D C.P CLEAN Illcp .NE. M M(TIL / IAta.i� �1AY.Iw/nE AfLp P'ME CPYKCTO/. C'I0vrr C kL p J PAL cac( ov )l.Nl.✓ifl[ NLD [AP m �QLp.W/fp CO.L r.P M.J)K G.P RJ IYE[p 1 .IJ AE ltE(r( .JIFOO PO? JN(PwirF NELp�.K pP .� Iiif' Ccn.fw i.lEVE ON -L 1rW AN� GOVG'.K wrtO THERMITE WELD WIRE CONNECTION .w..rn.m .L.�ew.Nw.. �Nw.l..... qua..N,wo eNl r..rm� /KIp mYJRN.. Nnw muss TEST CONTINUITY Moll TO EACKPILLINO $I.N .P.VP $PAN JOINT BOND CONTINUITY TEST SCHEMATIC WATER STANDARD DETAIL CITY OF RENTON NOT TO NULJ DEPARTMENT OF PUBLIC WORKS AlPm a*a CATHODIC PROTECTION FLUSH MOUNTED TEST STATIONS /L iLLiN MIXM(O r6f'+/NAL KOCF � ,�� 1(A'NM/AL KOOir RN ITArA)N rrPT JrATl1'W j N2 Ani LViVr/ f KAI.i LOAtR j-KANi COwf NI! ryTI MN/rL N�K N/lN KALN NMr NYf /r[ PIP ws4 ATA9V�_ Tw MRA11pN rr wrucAnw ,.vltr.ATrG .owr A+�rw TYPE T. gMroN Test gtotlon TYPE 1. lim Weiod Joint -COy;N(Ir tN if,11Y1VAf.SAW, ♦LUyr MIp4.A/20 mr srwrnN—-' .ir •y e N ANa /—ca+,r/NOW N/IN CYiV NM[ N,N, KI.L rN M�tirrOV wv,y Try A:�,cwrA�v iA NAr enrnv rrr nLOENW pm,"If- plrEit~,w TYPE F. foreign Plum Crossing WATER STANDARD DETAIL CITY OF RENTON NOT TO PfAlr DEPARTMENT OF PUBLIC WORKS APRLL +iii Pare 208 S[[rndard Drawings ( ASPHALT CONCRETE OR a11YF OOUS PLANT FIR REPLACEMENT PATCH COX SMALL 91 PINTO,AI Rnp IY REMOVE LOOSENED ASPHALT STNAICNT LINES AS DI R,CT E*. Tun r[Rn cAlar IXISTINC ASPHALT PAVIMt AT CONCR[TC ICISTING CONIA111 PAVEMENT COMPACTED CRUSHED RICO IRISTI YC 1IC10 aA tE TYPE a.. S• WHEN ORDENED A" IV THE ENCIM[IA COMPACTED TA[„CM IACIFILL •� ASPHALT CONCAET_ OR fITUNINOYS A L T I a Y A T E A PLANT MIR PAVEMENT A,PLACIF[MT CUT SMALL 11 V[NTICAL PATCH M T"ICAH[SS Of [RISTING AND IN STRAIC"T LIES CUT WITH PNEUMATIC PAVEMENT CUTTER N PAVt MENT PLUS t•• AS DIRECTED IRISTING ASPHALT IVISTI C COMCIET[ PA VE HEYT IAVIN[NT jEXISTING NICE^ EASE � � � —���•�• • �"• r WNUE WICTM Of PATE" IS L.EST THAN A' WHEAT PATCH IS a' OR/ 51MN MQIUS MORE IM WIDTH CRUSHED ROCK ' COMPAr T[D TRENCH /ACNrit L_--� 1 e^ a•• Ir rAAuu[ 1r• 6•• *^ RICID PAYEMINT WITH ASPMALi CONCRETE SUATACE• A L I E A H A T [ 0 ' —CEMENT CONCRETE PAVEMENT— T r P I C A l P A T C N r 0 a A 1 1 1 0 0 A V E a t M T ASPHALT N REPLACEMENT Oa SITU ANINOY PLANT MI[ A[PIAC[FLY! PATCH It11T OMG .SPHALT CONCRETE S•' MIN ' SURFACE la1ST1YG 011 MA\ `tn sr uc IAIE AWW MINUS p• CRUSHED ROCK COMPACTED TN[M[N OaCarltL I I P I C A L ♦ A T C a P 0 a P L I t 1 0 L l I A E M I O I CISCRAL MOTS: COMtkLTt NIX SMALL It CLA Sf {.511-,/tIN.E.f. as NOT SCALE OR CLASS f(1.1/7) WNICNCVtp IS SPlCIr1E1. PAYMENT CITY O RENTON '•CAM at LOMCNITI [LASS 1 I PH PAVEMENT PATCN'•. PIA CIPSIC PAN*. ' 'ASPHALT CONCRETE CLASS •O' PON PAVEMENT PATCH". Pavement Patching ION TOM ^DITOMINOUS PLONT All Pot PAVEMENT PAICN'•. Eta SSO 'ondord Plan No. 19 T. t t A tv. ' ti (Non-FHWA Orry) CITY OF RENTON CALL FOR BIDS I2 wATErMA/ v /N IiVL��y; per/ - Gr_.scir f�✓E.Se✓TiY sl' 7TJ ,,�. 9Tis ST y.v0 SOa/TH 7 7aY S T- JPEn/Tb v .4✓E Z:;. 7V Sealed bids will be received until 2:30 p.m. , the City Clerk's office and will be opened and pub is y rea in t th w.r at conference room, Renton Municipal Building, 200 Mill Ave. South. The work to be performed within 6 O working days from the date of commencement under this contract shall include,but not be limited to: FU.�i✓/Sffi.�/� �V4/4) /�9�ST�9GG//�/C� /Ir/o� ,-/m/YTEL�I 9/O GiUE/1< FEET CF /y /.rt'.r ,p,r �,q�c SO Lf /`��i�E/ �Yti� ,PE �/�.eEo /�,oi�u�rEi✓.yrie� The City reserves the right to reject any and/or all bids and to waive any ,nd/or all informalities. Approved plans and specifications and form of contract documents may be obtained at the Public Works Department office at the Renton Municipal Building for a deposit of each set plus $_o j to cover postage, if mailed. The deposit will Ge refunr•d upon return of the Plans and Specifications in good condition within thirty days after bid opening. The mailing charge will not be refunded. A certified check or bid bend in the amount of five percent (5%) of the total amount of each bid must accompany each bid. The City's Fair Practices and Non-Discrimination Policies shall apply. Deeuty Ctty er — — Published: Record Chronicle- Daily Journal of Commerce: C1ty of Renton Call for Bin WATER PROJECT NO. W - 7'4 Sealed bids will be rec . ved until 2:30 p .m. , October 31 . 1984 at the City Clerk 's office and will be opened and publicly read In the 4th floor conference room, Renton Municipal Building , 200 Mill Ave. South. the work to be performed within 25 working days from the date of commencement under this contract shall Include, but not be limited to: Installation of 611, 8" , and 1211 water main, fire hydrants, valvas, appurtenances and complete restoration as set forth In the design drawings and specifications . The City reserves the right to reject any and/or all bids and to waive any anal/or all informalities . Approved plans and specifications and form of contract documents may be obtained at the Public Works Department office at the Renton Municipal 7ullding for a deposit of 135.00 each set plus $ 5.00 to cover p.:stage, if mailed. The deposit will be refunded upon return of the Plans and Specifications In good condition within thirty days after bid opening . The mailing charge will not be refunded. A certified check or bid bond In the amount of five percent (5%) of the total amount of each bid must ac..ompany each bid . The City's Fair Practices and Non-D ' scriminatlon Policies shall apply . City Clerk Published: Record Chronicle: October 17 d 24, 1984 Daily Journal of Commerce: October 16 8 23, 19A4 s_7T7Y Sr , ,PEvmu/v✓ES. Ta GA9r--9.4-1T- ArES. SCHEDULE OF PRICES WA7 E� P®2lEc r A10 77,,< (Note: Unit prices for all Items, all extensions and total amount,of bid must be shown. Show unit prices in both words and figures c and where conflict 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. P/f'E(•M�'YN Joi✓rS� qn/L� Fir/i.vGs comFc ErE . 6 Z L Fu.¢.✓i„rf .vtio /.✓aTwcG .9 .. - Ccw's5 G2, .o�criis /.84:7, I PiFFf�MEGN, ✓ei.✓TS�w.rlu, � F/77�/w/65, Co�+i�oG Tf Y6O L F Fv.C.✓LrN A.vO /rSTAf! ,C;,•� _— _ - c-c.vss 6.2 �KnsE r.Pori PrPE!Tylr.�✓swT) iraio vr/6,�;Oz Q FL.C'w/isN.pro ivS rfi cc -- 2 EH 6 "GATE ✓Ac✓E 4ssEr®ty i �tl�C/ ✓Ac vE,BeX 1 �FE.e u�t/iT vTo.r;:s ER Fr/,PN+CSN /lNU /AISTAL c 8"' GNTE ✓NG VC T'SSE�+iO'L u�/cr t�.sc✓E gez �v� U.viv wa.ers EA F!/.CA/IS/✓ Aua rw/s TAGc - /2 ✓Ac✓er.�sSEMBc Y W'�G'// ^cc "ii'� ✓�, ViIULr a G�ifA/T,a vE S. - s 7 sl- Tb S r sT --�" ZTd-sT : ,eE.vrau.v✓Es. TD Gtv.vr rirES SCHEDULE OF PRICES w.orE�P�PG✓EcT Nv 77¢ Aa2 2 « ¢ (Note: uAtt prices for all items, all extensions and total amount.of bid must be shown. Show unit prices in both words and figures and v)ew confli.t 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. /y 8 C y Fv,E'iviSH C'a�✓ceErE r��� TN.fcislf BeOc.rr /gyp rkay/ST ,Bc.tS � E wo.e'a s I p Fd.F.v/-fIv A.vO i.KSJws .7 �' EA. votary rygE F,.ct�I>''yLk / COA7.ak:ETE H'�ss�AE.,tLE ` .vascnsc y �5,. ,,�,✓o .d• 4 ER . TE�pO�QA.C� dCOUJ-Of F PE.P tlr/iT / r.'ascc�/ Fut'.v/S.Y .Y,�JO /,dG fivcL . 'r% 2 crA TEnvPp r v.0 y ec 4w-oFF /NJTAG e. me' l �� > vF,e✓iCE C�OI/NFCTiew/S /� EA Fc�PrEr�sri�i r/El�xs TO ,f/Ev✓ WA7Er�MA/.f/ �7 Fut-.�isN A.vt7 /w/s1.7tc �— /Mr'O.PTE� �61O/tiG' Off° IL, r70 74VT f� Si� „M/Uat Lr,PusiS/EG) ---S' 7-V Gc.�vr ,�irCS SCHEDULE OF PRICES vmr,Ee Pecv/Ecr.A/Q 77¢ (Note: Unit prices for 311 items, all extensions and total amount.of bid must be shown. Show unit prices in both words and figures and where conflict occurs the written or typed words shall prevail.) ITEM APPROX. ITEM WITH UNIT PRICED BID UNIT PRICE AMOUNT NO. QUANTITY unit Prices to be written in words DOLLARS CTS. DOLLARS CTS. tJ.E'ti/.Sf/ A+/U ,.t.3 TAG G Aso y z r,eox1e eETE- Tf oo.PPL.+'.t/d C'EirlE*;r L1 <� _:- � ,�c�rrp✓s!G �<'E57D,P.IIT�GLtJ i w i die S v✓oeo s ,C EYCA✓�A'T/O� GA.vU.SC�r�E .PE"lG.c'FT/� F�.CN/SN A.vp i v-5`714 .0 - 00 Ei4 //IA. d. Hot OEPS Pf� c%i,T wo,eaS MAPPV77YE J. - 3 ///Y .rr 7 0 S y 7-W S SCHEDULE LU OF PRICES 45Azov&-, S s G /oF (Note: Unit prices for all items, all extensions and total twunt,of bid must be shown. Show unit prices in both words and figurei and where co"llut occurs the written or typed words *hall Prevail.) ITEM APIROX. ITEM WITH UNIT PRICED BID UNIT PRICE AMOUNT' NO. QL'ANTITY Unit Prices to `e Written ir. Words DOLLARS CTS. DOLLARS CIS. �6 LF cc,vss52, oacri,cE /,ear✓ //'E CMerN JO/+/rS� AND. r�T/i�✓GS t77m/cETE P/fig�MEc�.'. Joi.✓TS� �re/cJ. E LF woeo 3 960 L F Ec%P.dcSN AR/O /I�STiKC ,C?', '� ..� EA - •`7ie.dis/,'.v.vo /.vs rAcc , 6 -aA TE ✓AC✓E A--SE✓ 45%eY 3 !c//G�/ ✓Ac✓E,u�ay 1'"xb JJ PE.e ur/ir /asps S ,a «/PN csM N.vO /AISTAc e- B" 6ATE ✓AC VC FSSEmtcN/ n• - /,?&C u�c/ tiiac✓E gax , ,. vE.e A".0 /.✓S TiIGL i� /2"G.sTc' ✓Ac✓E.*ssGrws®[y N�/GATE V/rG t/L�. ✓iiUGr •+h G.Qia�vr,+vEs. - s 7J/f sr ry s y r/S� sr —s 7TN-sT - .2E.L/TSUA✓E s, To Gcr.vr ,wrES. SWEDULE OF PRICES WLIr ,�P,eQ,IECT NO 77<¢ .DACE 1 �� 4- (Not@: Unit prices for all items, all extensions and total amount.vi bid must be Shown. Show unit prices in both words and figures and where conflict occurs the written or typed words Shall prevail.) ITEM APPROX. ITEM WITH UNIT PRICED HID UNIT PRICE AMOUNT NO. QUANTITY Unit Prices to be written: in words DOLLARS CTS. DOLLARS CTS. 8 C y Fn/•PN/SN Pa�✓cPETE EuU TNA!ds r :BCO c.CS Kitt/ TiYAY/ST PEA C �✓a.e'c s ,( E/9 co ecy Tyy�- F/.eE.,/y�A<• COM/�CETE W�SN�Ir•r(E .3000 ,�� EA EinPo.eA,ey eco/v.v�F ASS Eiav,SGy O.d B� /�/iE FU,BA//SN AA/O /,(/STALL /Q �EA TEmPOCA.0 y BG ow o�F `�� y� PE.P UtiiT J �'wO.et7S FC/�.v/SN s /NSTAL c me l �� SF,e✓/CE C�Oa/.vEtlio+/S yTo ,I/Ev✓ w.vTEe vsys r/ f ^ q f/A//T w'0Ap< f"uniss// Atio /.vs;�scc /L f90 7dvs ,B.v c,rF�c c . �1 S� "M/UVS Lr�Pus/S/ce'p s 7T& sT_ e�vTau.►✓ES, Tv GtnvrAr�S_ SCHEDULE OF PRICES 09%cE so WAzezpe2.lecrNO 77¢:_ _. (Note: Unit prices for all items, all extensions and total amomt,of bid must be shown. Shaw unit prices in both words and figures and where conflict occurs the written or typed words shall prevail.) ITEM APPROX. ITEM WITH UNIT PRICED BID UNIT PRICE AMOUNT NO. QUANTITY Unit Prices to be written in Words DOLLARS CTS. DOLLARS CTS. Fiev��N .woo i.�srAt � Aso y fer GrodG,eE'TE. /z/ Sy Piy✓EmE�c/T� �Ei+iO✓AG 4' s= E S We..7.Qz>S Fu12.✓/SNA.vO ivsTi�.-c . �/ �4' Tfric:C I ,POCK EXCA✓ATiOti y Or PE C waled s . LA.dOSCi/PE +E'�1D.e.°AT i I ... /, ,L S. �1✓iriir.✓rr/SOO B.c� . . pL�.Q CumF.srw7 �.VO.QpJ Fw/.P1//SM ANp iNSTA� 4 i _._--------- TO-rA SCHEDULE OF PRICES (Note: unit prices fir all items, all extensions and total amount of bid must be shown. Show unit prices an both words r•, figures and where conflict occurs the written or typed worry shall prevail.) ITEM APPROX. ITEM WITH UNIT PRICED BID UNIT PRICE e.MOUNT NO. QUANTITY Unit Prices to be written in wordsl DOLLARS CTS. DOLLARS CTS. THE ERSIGNED BI DER HEREBY AGREES TO START CONSTRUC ION WORK Oil THIS PROJECT, I AWARD HIM, NO LA ER THAN TEN (10) DAYS AFTER FINAL ECUTION AND TO C LETE WITI IN WO UKING DAYS A ER STARTING CONSTRUCTION. DATED T THIS__ DAY 01 198 ACIMVLEDGEMENT OF CEIPT OF ADDENDA: NO. ATE NO ATE NO ATE SIGNED TITLE NAME OF COMPANY ADDRESS CITY/STATE/ZIP TELEPHONE CITY OF RENTON STATE CONTRACTORS BUSINES LICENSE / LICENSE P f CiT1 OF RENTON BiD PROPOSAL AND S►ECIFICATiONS INDEX Title Page Index D Scope of Work Vicinity Map NK,o+ Call for Bids Mo,.n instructions to Bidders Summary of Fair Practices/City of Renton •Certification by Proposed Contractor/Sub-contractor/Supplier/Ref. EEO (MBE/WMBE) Minority and Women's Business Enterprise Participation •Certification of EEO •Certification of Bidder's Affirmative Action Plan *Non-Collusion Affidavit •Certification Ra. Assignment of Antitrust claims to Purchaser •Minimum Wage Fora *Bid Bond Form *Proposal •lr-Iredule of Prices ,jr, Bond to the City of Renton Contract ement (other than Federal Aic, 1„dc �aAt .Environmental Regulatione Sample rm and L nstrvctions Listing &LA Hourly Minimum Wage Rates n�Fv ✓ Special Provisions 13',//v . I'�-- �-- •Technical specifications ✓ Standard Details Project Plans Documents marked • abo,e must be executed by the Contractor, President and Vice-President or Secretary if Corporation by-laws permit. All pages must be signed, in 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. City of Renton Public Works Department Renton, Washington 98055 F,. i i I liE�.v.e ri+-+e�.vr ©F �cc�c,c vvhec� i /.✓yF a, j 2 riE AW ,yrr.,rs�,yEvrs ¢ /? G�yTE ✓,/L✓E i^ISTipcGATioN ,S �s E.IJE.t/`jL �*�1,5 CE:G if'vEUUS ,l�ET/I�'t S Bcoc,r. vc Foe Coal✓Ex ✓ rrc BF��S . fj �i9✓EiriE-c�T �Tom.,///�/G , � " A�,� �' ✓,//.��c,vvn> >PELEASE ✓A[�Eifs�Ei,�,s�y �p _ $E,C✓� CE c�.�Jit/�Gj'iO�CI. OETA/.L 7'O EX i Tim✓G SE.� ✓/GE I I I I i i F � si orvi ' r 3 EA ✓ �x/w,i 6 ., 02 EAcu✓ — 42 .t E4 A�✓E •ofF3. BrS EG 62 i'J EA S� ✓ C ii ,r AN✓ Z �EwA re " . a lord F i� ✓A.c✓E BOXES. ,r 6" � IR / CA SOL/O SGEE✓E / LP /1 " —�_ &C / EA .QFOueEQ, L�/ �FG r FL / t EACeoss C/ jFG jr �EfI 7rEE ✓r M✓ /1� " �/EA TE.rrpou ,V BLoWV'COr W-774 Spec. Data 3 PirGE � oF,� 774e c EA ''G✓ V,#V47= IWgA'A &45 -rllRrgr Q�®.S C SF I�.er�KF� �v✓Gio� �-Alit Nor E �rir�'D 3 C ��naK/GrX�A1/AT�LbV� 7,t' ✓ t/�, PEA - .� SF, .s.�FYV! .or✓r 4 � ��sF .refry P v2�aml�dT, ,e��r " --- SiY� tE EA. ov _- _ _ �11. lrYl__D���`'_DFF f3sp✓Ecs �y-22AC-_ & F cF_ PPE.__,D.l_. �"t Sa Cam'✓ ' ' P ,z EA . ,.Sac/,{7-�YEG�✓E ��'�� _.t�.-� ---. ..--_ __ __. °UiR/OS.C°/ EA �,p�nt,✓lR/l dclui orF Ass IL E A ✓AL✓E Bo x ES ._ ._.___._..._—_ �f.3 6 r EA _ A(�ilPrE.t Gr/ {fG r M✓ /2 " EA f��tNA.r�S�!T BCG�uo✓'F�ltsGt � � ---- _._. _-- / -E _ TEE Gam/ (M✓r F,CJ _..�2_�XG _1rp _EA: Ti�iPcts�' 8,cx'�Q•S�. C _ _._._ — �BBO tf -- 3�-X sy "OX ------ _1Q4,4 N C!BAR/ vv 't 4 CiTY OF RENTON BID PROPOSAL AND SPECIFICATIONS INDEX Title Page Index Scope of Mork Vicinity Map Call for Aids instructions to Bidders Summary of Fair Practices/City of Renton 'Certification by Proposed Contractor/Sub-contractor/Supplier/Ref. EEO (MRE/WMPE) Minority and Women's Business Enterprise Participation •Certification of EEO •Certification of Bidder's Affirmative Action Plan 'Non-Collusion Affidavit •Certification Re. Assignment of Antitrust claims to Purchaser `Minimum Wage Form •Bid Bond Form *Proposal *Schedule of Prices _ Bond to the City of Renton Contract Agreement (other than Federal Aid, FHWA) EFO Compliance Sample Form and instructions Environmental Regulation Listing Hourly Minir.,um Wage Rates Special Provisions •Technicai Specifications Standard Details Project Plans Documws marked ` above must be executed by the Contractor, President and Vice-President or Secretary if Corporation by-laws permit. All pages must be sigred. in event another person has been duly authori:M to execute contrac?s, a copy of the corporation minutes establishing this authority must be attached to the Bid Document. City of Aentoa Public Works Department Renton. Washington 98055 CiTY OF RENTON BiD PROPOSAL AND SPECIFICATIONS i NDE X Title Page Index Scope of Work Vicinity Map Call for Bids Instructions to Bidders Summary of Fair P-actices/City of Renton •rertification by Proposed Contractor/Sub-contractor/Supplier/Ref. EEO (MBE/WMBE) Minority and Women's Business Enterprise Participation *Certification of EEO •Certification of Bidder's Affirmative Action Plan *Non-Collusion Affidavit 'Certification Re. Assignment of Antitrust claims to Purchaser 'Minimum Wage Form 'Bid Bond Form *Proposal *Schedule of Prices Bond to the City of Renton Contract Agreement (other than Federal Aid. FMIA) EEO Compliance Sample Form and instructions Environmental Regulation Listing Hourly Minimum Wage Rates Special Provis;ons •Technical Specifications Standard Details Project Plans Documents marked • above must be executed by the Contractor. President and Vice-Preside-rt or Secretary if Corporation by-laws permit. All pages must be signed. in 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. City of Renton Public Works Department Renton, Washington 98055 CITY OF RENTON Water Project No. 774 12" Watennain Installa`_ion Grant Ave. South From S. 7th St. 5. 5 st From Renton Ave. S. to Grant AvP. S. SCOPE OF WORK The work involved under the terns of this contract shall be the complete installation, testing and sterilization of a 12" watermain extension which will run north on Grant Avenue South, from a tie-in, point approximately 70 feet north of the centerline of South 9th Street to South 7th Street, then westerly along South 7th Street to Renton Avenue South as shown on the project plans and specifications. The work shall include, but is not limited to, excavation, backfill and compaction and installation of approximately B}e lineal feet of 12-inch diameter, W lineal feet =f a-inch diameter and ,16 lineal feet of--inch watermain. All watermain pipe shall be ductile iron, class 52. The work shall include all fittings, valves, sleeves, reducers, blow-off assemblies, concrete thrust blocks, connections to the existing system and complete res- toration of all surfaces and existing underground utilities. All contractors participating in the work on this project shall comply with all rederal, State, County and City codes or regulations applicable to such work and in conformance with the plans and specifications. 'r Gg s t i t �4 t r 3 t TECHNICAL PROVISIONS i F r-E �t[ f Revised 6/84 TECHNICAL PROVISIONS INDEX I SECTION: PAGE A.i.Re PERM!!S AND [ ?P--} SECTION 12 CLEARING AND GRUBBING TP 2 12.3 CLEARING AND GRUBBING 12.3.02 CONSTRUCTION DETAILS 12.3.03 MEASUREMENT AND PAYMENT J SECTION 23 CRUSHEP SURFACING, BALLASTING, TP 3 AND STOCKPILING 23.1 DESCRIPTION ! 23.2.02 BALLAST 23.3.04 DEPTH OF LAYERS 23.3.15 WATER 23.5 MEASUREMENT AND PAYMENT SECTION 43 CEMENT CONCRETE COMBINED SIDEWALX, TP 4 J CURB AND GLITTER 1 43.1.1 RESTORATION OF CEMENT CONCRETE COMBINED J1 SIDEWALK, CURB AND GUTTER 43.5 MEASUREMENT AND PAYMENT SECTION 52 REMOVAL OF EXISTING STREET IMPROVEMENTS TP 5 52.2.01 GENERAL 52.2.03 REMOVAL OF ASPHALT CONCRETE PAVEMENT 32.3 PAYMENT SECTION 54 PAVEMENT PATCHING TP 6 J 54.1 DESCRIPTION 54.3.01 GENERAL 54.3.03 RIGID TYPE PAVEMENTS RESURFACED WITH ASPHALT CONCRETE 54.3.04 ASPHALT CONCRETE STREETS ON GRANULAR BASE 54.3.06 INCIDENTAL WORK 54.4 MEASUREMENT AND PAYMENT Revised 6184 J L LSECTION: PAGE L SECTION sb LAWN REMOVAL AND REPLACEMENT TP a 56.1.02 SOD REMOVAL AND REPLACEMENT 56.5 PAYMENT L 56.E LANDSCAPE REPLACEMENT 56.6.02 MEASUREMENT AND PAYMENT SECTION 72 PIPE AND FITTINGS FOR WATER MAINS TP 9 L 72.1 DESCRIPTION 72.3.01 PIPE j 72.3.01A DUCTILE IRON PIPE 72.3.02 FITTINGS 72.3.02A DUCTILE IRON PIPE SECTION 73 TRENCH, EXCAVATION, FOUNDATION, BEDDING, TP 10 ANU BACKFILL FOR WATER MAINS 73.2.04 BAN( RUN GRAVEL FOR TRENCH BACKF1LL 73.3 EXCAVATION 73.3.01 GENERAL 73.3.06 EXISTING UTILITIES L_ 73.3.07 TRENCH EXCAVATION 73.3.07A ROCK EXCAVATION 73.3.09 REMOVAL AND REPLACEMENT OF UNSUITABLE MATERIALS 73.3.10 BEDDING THE PIPE 73.3.10A RIGID PIPE 73.3.11 BACKFILLING TRENCHES 73.3.12 COMPACTION 73.4 MEASUREMENT 73.4.03 BANK RUN GRAVEL FOR TENCH BANKFILL 1. 73.5 PAYMENT 73.5.04 BANK RUN GRAVEL FOR TRENCH BACKFILL 73.5.06 CRUSHED ROCK FOR TRENCH BACKFILL SECTION 74 PIPE INSTALLATION FOR WATER MAINS TP 14 74.1.01 ALIGNMENT 74.2 CONSTRUCTION 74.2.02 HANDLING OF PIPE 74.2.09 CONNECTIONS 74.2.09A TO EXISTING MAINS 74.2.11 HYDROSTATIC PRESSURE TEST 6 LEAKAGE TEST 74.2.12 DISINFECTION OF WATER MAINS 74.2.128 REQUIREMENT OF CHiGRINE 74.2.12P DECHLORINATION 74.2.13 CONCRETE BLOCKING Revised 6/84 SECTION: PAGE 74.4 PAYMENT 74.4.02 PAYMENT - BLOW OFF ASSEMBLY 74.5 PIPE JOINT BONDING -' 74.5.01 SCOPE 74.5.02 BONDED PIPE JOINT I 74.5.03 BONDED PIPE COATINGS J 74.5.04 SERVICE INSULATORS 74.5.05 INSULATED PIPE JOINT 74.5.06 PAYMENT 74.6 CATHODIC PROTECTION TEST 74.6.01 SCOPE 74.6.02 GENERAL '4.6.03 LOCATION 74.6.04 WIRE 74.6.05 WIRE TERMINATIONS 74.6.06 FLUSH TEST STATIONS J 74.6.07 ZINC REFERENCE ELECTRODES 74.6.08 PAYMENT SECTION 75 VALVES FOR WATER MAINS TP le 75.2.03 GATE VALVES 75.2.06 VALVE BOXES 75•3 INSTALLATION OF VALVES 75.4 PAYMENT II.x SECTION 77 FIRE HYDRANTS TP 25 77.2 MATERIALS 77.2.01 MATERIAL FOR HYDRANTS 77.2.02 ENO CONNECTIONS 77.02.06 SIDEWALK FLANGE CONSTRUCTION 77.3 CONSTRUCTION DETAILS 77.3.01 ;ETTING HYDRANTS 77.3.02 HYDRANT CONNECTIONS g 77.5 PAYMENT SECTION '? SERVICE CONNECTIONS TP 27 78.1 GENERAL 78.3 CONSTRUCTION I J Revised 6/84 SECTION 12 CLEARING AND GRUBBING 12.3 CLEARING AND GRUBBING 12.3.02 CONSTRUCTION OLTAILS (ADDITIONAL SECTION) CLEARING AND GRUBBING OF THE ACCESS AREAS AND THE WORK SITE SHALL BE ACCOMPLISHED IN ADVANCE OF EXCAVATION AND MOVE IN WITH EQUIPMENT AND XATERIALS. THE CONTRACTOR SHALL REMOVE ALL DEBRIS AND DISPOSE OF IT AT A SITE WHICH MEETS STATE AND COUNTY STANDARDS. NO ON-SITE BURNING WILL BF PERMITTED. THE CONTRACTOR SHALL CLE,..' AND GRUB AREAS ON0 AS NECESSARY FOR ACCESS, EXCAVATION, AND STORAGE OF EXCAVATED MATERIAL, AND FOR STORAGE OF EQUIPMENT AND MATERIALS REQUIRED FOR ACCOMPLISHING THE WORK. THE CONTRACTOR ;HALL GRUB AS NECESSARY 10 KEEP ORGANIC MATTER OUT OF THE BACKFILL MATERIALS. 12.3.03 MEASUREMENT AND PAYMENT (REPLACEMENT SECTION) THE COST OF CLEARING AND GRUBB,NC SWILL BE CONSIDERED INCIDEN . . TO THE CONSTRUCTION OF THE PROJECT. TP - 2 Revised 6/84 J SECTION 23 CRUSHED SURFACINL WRLLASTING. AND STOCIRPILIN• J 23.1 DESCRIPTION (ADDITIONAL SECTION) J EXISTING SHOULDERS AND GRAVEL SURFACES SMALL BE RESURFACED WITH CRUSHED ROCK SURFACING (5/8 INCHES MINUS) SO THAT A MINIMUM FINISHED THICKNESS OF 3-INCHES ON SHOULDERS. THE --I FINISHED SURFACE SWILL MATCH THE SLOPE, CROWN, AND (TRADE OF THE EXISTING SURFACE. 23.2.02 BALLAST (REPLACEMENT SECTION) BALLAST AND MAINTENANCE ROCK WILL NOT BE REQUIRED. 23.3.O4 DEPTH OF LAYERS (ADDITIONAL SECTION) i ALL CRUSHED ROCK MAY BE SPREAD IN ONE LAYER AND $HALL BE ADEQUATELY BLADED AND MIXED TO OBTAIN EVEN DISTRIBUTION OF THE ROCK. ALTERNATE BLADING AND ROLLING SHALL CONTINUE UNTIL THE REWIRED FINISHED SURFACE AND DENSITY IS OBTAINED. 23.3.15 WATER (PARTIAL REPLACEMENT SECTION) WATER SHALL BE ADDED DURING THE ROLLING OPERATIONS, AS NECESSARY, TO OBTAIN NECESSARY COMPACTION REQUIREMENTS. 23.5 PAYMENT (REPLACEMENT SECTION) FURNISHING AND INSTALLING CRUSHED ROCK SURFACING (518 INCH MINUS) SHALL BE MEASURED AND PAID FOR AT THE APPLICABLE CONTRACT PRICE, PER TON, PAYMENT OF WHICH SHALL CONSTITUTE FULL COMPENSATION FOR FURNISHING AND INSTALLING CRUSHED ROCK ON SHOULDERS, GRAVEL DRIVEWAYS, ROADWAYS, ETC. CRUSHED ROCK IN ROADWAY RESTORATION AREAS IS INCLUDED AS PART OF SECTION 54, PAVEMENT PATCHING. i .1 TP - 3 Revised 6/84 � J J No L SECTION 43 CEr<uT CDIIDRETE CDTMED SIDEWALK. CURB. ANDGUTTER 43.1.1 RESTORATION OF CEMENT GUTTER (ADDITIONAL SECTIONETE COMBINED SIDEWALK, rURg, AND EXISTING PORTLAND CEMENT CONCRETE SURFACES (CURB AND GUTTER AND SIDEWALK) SHALL BE REPAIRED WITH PORTLAND CEMENT CONCRETE TO MATCH THE EXISTING SURFACES. 43.5 MEASUREMENT AND PAYMENT RE( PLACEMENT SECTION) CONCRETE SIDEWALK, CURBS, GUTTERS AND FLATKM SHALL BE PAID PER SWIARE YARD OF CONCRETE. PAYMENT SHALL ALSO COVER COMPLETE COST OF RESTORATION OF AREAS AS DETAILED. i TP - 4 Revised 6/84 J SECTION 52 __ REMOVAL OF EXISTING STREET IMPROVEMENTS J 52.2.Oi GENERAL (ADDITIONAL SECTION) THE CONTRACTOR SMALL INFORM AND SATISFY HIMSELF AS TO THE CHARACTER, QUANTITY, AND DISTRIBUTION OF ALL PAVEMENT REMOVAL. REMOVAL OF EXISTING PAVEMENT SIwLL COVER ALL TYPES AND THICKNESSES OF PAVEMENT. 52.2.03 REMOVAL OF ASPHALT CONCRETE PAVEMENT (ADDITIONAL SECTION) CUT PAVEMENT, OR OTHER STREET AND ROAD SURFACES, TO A MINIMUM WIDTH WHICH WILL PERMIT THE PROPER EXCAVATION AND BRACING OF THE TRENCH AND ALLOW FOR PASSAGE OF VEHICULAR AND PEDESTRIAN TRAFFIC. ALL PAVEMENT CUTS SHALL BE SMOOCH STRAIGHT LINES (SAW CUT), OR TO THE NEAREST CONSTRUCTION JOINT, AND SHALL HAVE CLEAN, VERTICAL FACES. -2.3 PAYMENT (REPLACEMENT SECTION) THE COST OF ALL PAVEMENT REMOVAL SHALL BE CONSIDERED INCIDENTAL TO THE CONTRACT COST. I l J J ; Ji J ' J J J TP - 5 Revised 6/84 J . J J L 0 m_ 01 L SECTION 54 PAVEMENT PATCHING �•1 DESCRIPTION (REPLACEMENT SECTION) CITY STANDARDS SHALL BE USED WHERE MODIFICATION OF THE APWA STANDARD SPECIFICATIONS ARE APPLICABLE. ROADS, STREETS, DRIVEWAYS, SHOULDERS, AND ALL OTHER SURFACED AREA, REMOVED, BROKEN, CAVED-IN, SETTLED, OR OTHERWISE DAMAGED DUE TO THE INSTALLATION OF THE IMPROVEMENTS COVERED BY THIS CONTRACT, SHALL BE REPAIRED AND RESURFACED TO MATCH THE EXISTING PAVEMENT OR LANDSCAPED AREAS AS SET FORTH IN THESE SPECIFICATIONS. AREAS ON THIS PROJECT, WHERE DIRECTED BY THE CITY, SAID TEMPORARY PATCHES HALL BE PLACED IMMEDIATELY AFTER BACKFILLING AND COMPACTING AND SHALL BE MAINTAINED AT ALL TIMES UNTIL FINAL PATCHING. 54.3.01 GENERAL (ADDITIONAL SECTION) ALL SHOULDER AND PAVEMENT RESTORATION WITHIN THE KING COUNTY PUBLIC RIGHT-OF-WAY SHALL BE ACCOMPLISHED IN ACCORDANCE WITH THE TRENCH REPAIR DETAILS OF THE KING COUNTY DEPARTMENT OF PUBLIC WORKS. 54.3.03 RIGID TYPE PAVEMENT RESURFACED WITH ASPHALT CONCRETE (ADDITIONAL SECTION) THE FINISHED PATCH ON ASPHALTIC CONCRETE PAVEMENTS SWILL PROVIDE A MINIMUM THICKNESS OF 7 INCHES OF ASPHALTIC CONCRETE OVER RIGID PAVEMENT AFTER COMPACTION. j1fE Asps/^�T ' BEFORE PLACEMENT OF THE ASPHALTIC CONCRETE WTCH,-}fE gftE m✓EQ_ COURSE MATERIAL SHALL BE SHAPED TO THE SAME SECTION AND SLOPE AS THE FINISHED GRADE AND COMPACTED TO 100 PERCENT MAXIMUM �9e�C PE So — T"ORY DENSITY AT OPTIMUM MOISTURE CONTENT AS DETERMINED BY pEGETE 7� E STANDARD PROCTOR COMPACTION TEST, ASTM, DESIGyAT METHOD D. ION p699, THE ASPHALTIC CONCRETE SNAIL BE ROLLED AND CROSSROLLEO TO OBTAIN THOROUGH COMPACTION. BASE COURSE MATERIAL SHALL MEET THE REQUIREMENT SET FORTH HEREIN FOR CRUSHED ROCK SURFACING. ASPHALTIC CONCRETE SHALL -BE HOT PLANT MIX, C'1HFORMING TO SECTION 34, APWA STANDARD SPECIFICATIONS, CLASS "B", PAVING,ASPHALT SHALL BE GRADE -AR 4000 AND MEET THE REQUIREMENTS OF kQTION 27. TP - 6 Revised 6/84 i 54.3.04 ASPHALT CONCRETE STREETS ON GRANULAR BASE (ADDITIONAL SECTION) ALL BITUMINOUS STREET SURFACES SHALL BE RESTORED WITH CLASS "B" ASPHALT INCLUDING LIGHT BITUMINOUS TREATED ROADWAYS. PATCHES LOCATED ALONG THE EDGE OF A ROADWAY, WHERE TWO (2) r-EET OF '-ESS OF (HE EXISTING PAVEMENT REMAINS. THE EXISTING PAVEMENT S`iALL BE REMOVED AND RESTORED FOR A MINIMUM WIDTH OF FIVE (5) FEET IN THE ROADWAY FROM THE ORIGINAL EDGE OF PAVEMENT. EXISTING ASPHALTIC CONCRETE SURFACES SHALL BE PATCHED WITH ASPHALTIC CONCRETE CLASS "B" OVER 4 INCHES OF CRUSHED ROCK BASE COURSE. TEMPORARY MC COLD PRE-MIXED ASPHALTIC CONCRETE SHALL BE REWIRED IN ALL PAVEMENT AREAS. 54.3.06 INCIDENTAL. WORK (ADDITIONAL SECTION) THE ENDS AND EDGES OF THE PATCHED ANC HESLIRFACED AREAS SHALL MEET AND MATCH THE EXISTING SURFACE AND GRADE AND SHALL TERMINATE IN NEAT, EVEN LINES PARALLEL TO, AND AT RIGHT ANGLES TO, THE ROADWAY. NO PIECEMEAL PATCHING OR REPAIR WILL BE ALLOWED. DAMAGED, DISTURBED, OR OTHERWISE AFFECTED AREAS SHALL HAVE THE EDGES OF EXISTING PAVEMENT TRIMMED BACK TO -' PROVIDE CLEAN, SOLID, VERTICAL FACES FREE FROM LOOSE MATERIAL. 54.4 MEASUREMENT AND PAYMENT (REPLACEMENT SECTION) ASPHALTIC CONCRETE SURFACE RESTORATION SHALL BE MEASURED AND PAID FOR AT THE CONTRACT PRICE, PER SQUARE YARD; PAYMCNI OF WHICH SMALL CONSTITUTE FULL COMPENSATION FOR THE RESURFACING COMPLETE, INCLUDING SUBGRADE PREPARATION, PREPARATION OF AND CONNECTION TO EXISTING PAVEMENTS, BASE COURSE, TACK CDAT, FINISHING, AND ALL NECESSARY INCIDENTAL WORN. FURNISHING AND INSTALLING MC COLD MIX SHALL BE CONSIDEhLD INCIDENTAL TO THE CONSTRUCTION OF THE PROJECT. THE MAXIMUM PATCHING WIDTH IN TRENCH AREA WILL BE 5 FEET, EXCEPT AS REQUIRED BY CITY STANDARDS. ANY PATCHING DONE BEYOND THIS LIMIT WILL BE DONE AT THE CONTRACTOR'S EXPENSE. I J TP - 7 Revised 6/84 w L SECTION 56_ LAWN REMOVAL AND REPLACEMENT 56.1.02 SOD REMOVAL AND REPLACEMENT (PARTIAL REPLACEMENT SECTION) EXISTING LAWNS SHALL BE RE-TURFED AFTER PROPER BACKFILLING AND SETTLING. THE CITY REPRESENTATIVE SWILL DETERMINE WHETHER THE SOD SWILL BE REPLACED WITH EXISTING SOD, NEW SOD, OR SEEDED. 56.5 PAYMENT (REPLACEMENT SECTION) SOD REMOVAL AND REPLACEMENT SWILL BE INCIDENTAL TO THE CONTRACT. 56.6 LANDSCAPE REPLACEMENT (SUPPLEMENTAL SECTION) 56.5.01 EXISTING LANDSCAPING, INCLUDING FENCES, ROCKERIES, PLANTINGS, BUSHES, TREES, ETC. SMALL BE RESTORED TO ORIGINAL OR BETTER-THAN-ORIGINAL CONDITION. 56.6.02 1EASUREKNT AND PAYMENT (SUPPLEMENTAL SECTION) LANDSCAPE RESTORATION SHALL BE INCIDENTAL TO THE CONTRACT. 1 TP - 8 Revised 6/84 i SECTION 72 PIPF AND FITTINGS FOR WATER MAINS � 72.1 DESCRIPTION (ADDITIONAL SECTION) ALL PIPE SIZES, AS SHOWN ON THE DRAWINGS AND AS SPECIFIED J HEREIN, ARE IN REFERENCE TO "NOMINAL" DIAMETER, UNLESS OTHERWISE INDICATED. ALL PIPE SHALL BE FABRICATED TO FIT THE PLAN SHOWN ON THE DRAWINGS. WHERE RELOCATION OF, OR REPLACEMENT OF, EXISTING PIPING IS NECESSARY DURING CONSTRUCTION, MATERIALS USED SHALL MATCH THE EXISTING, SUBJECT TO THE APPROVAL OF THE CITY. 72.3.01 PIPE 72.3.01A DUCTILE IRON PIPE (PARTIAL REPLACEMENT AND ADDITIONAL SECTION) 4" TO 12" PIPE SHALL BE 1/16" CEMENT LINED. 1 THE PIPE JOINTS SHALL CONFORM TO SPECIFICATION A21.11-1980 (AWWA C111-80). PIPE JOINTS SHALL BE PUSH-ON JOINT, MECHANICAL JOINT, OR AS SHOWN ON THE PLANS. PIPE SHALL L= AWWA THICKNZSS,CLASS 52. 72.3.02 FITTINGS 72.3.02A DUCTILE IRON PIPE (ADDITIONAL SECTION) j JOINTS FOR FITTINGS SHALL BE MECHANICAL JOINT AS PER ANSI SPECIFICATION A21.11-1980 (AWWA C111-80) OR FLANGED JOINT AS PER ANSI A21.15-1982 (AWWA C111-80) WITH RUBBER GASKETS, FITTING JOINTS ARE SHOWN ON THE PLANS. J J J TP - 9 Rovls*d 6/84 L 00 SECTION 73 TRENCH, EXCAVATION FOUNDATION BEDDING AND BACKFILL FOR WATER MAINS 73.2.D4 BANK RUN GRAVEL FOR T£NCM BACKFILL (ADDITIONAL SECTION) TRENCH BACKFILL FOR THE PIPE SHALL CONSIST OF CRUSHED OR NATURALLY-OCCURRING GRANULAR MATERIAL FROM SOURCES SELECTED BY THE CONTRACTOR. THE SOURCE AND QUALITY OF THE MATERIAL SHALL BE SUBJECT TO APPROVAL BY THE CITY. TRENCH BACKFILL SHALL MEET REQUIREMENTS FOR BANK RUN GRAVEL, CLASS "B", IN ACCORDANCE WITH SECTION 26 OF THE STANDARD SPECIFICATIONS. 73.3 EXCAVATION 73.3 ^_ GENERAL (ADDITIONAL SECTION) THE CITY SMALL HAVE COMPLETE CONTROL OVER THE EXCAVATING, MOVING, PLACING, AND DISTRIBUTION OF ALL MATERIALS AND SHALL DETERMINE THE SUITABILITY OF MATERIAL TO BE USED AS BACKFILL. 73.3.36 EXITING UTILITIES (ADDITIONAL SECTION) THERE ARE VARIOUS PLACES SHOWN ON THE CONSTRUCTION DRAWINGS WHERE THE NEW WATERLINE WILL CROSS OR CONNECT TO EXISTING FACILITIES. ALL ELEVATION AND LOCATION INFORMATION SHOWN 1S CALCULATED FROM PRIOR CONSTRUCTION RECORDS WHICH ARE NOT ALWAYS ACCURATE. THEREFORE, ALL CROSSING OR CONNFCTION LOCATIONS MUST BE EXCAVATED AND VERIFIED BY THE CONTRACTOR PRIOR TO LAYING OF PIPE IN THE NEAR VICINITY OF THESE CROSSING/CONNECTIONS. 73.3.07 TRENCH EXCAVATION (ADDITIONAL SECTION) TEMPORARY DRAINS AND DRAINAGE DITCHES SHALL BE INSTALLED TO INTERCEPT OR DIRECT SURFACE WATER, WHICH MAY AFFECT THE PROMOTION OR CONDITION OF THE WORK. ra�T.t'.AC7d•G THE &VAIA EF SHALL INFORM AND SATISFY HIMSELF AS TO THE CHARACTER, QUANTITY, AND DISTRIBUTION OF ALL MATERIALS TO BE EXCAVATED. 73.3.07A ROCK EXCAVATION (ADDITIONAL SECTION) ANY SOLID ROCK EXCAVATION, EXTRA EXCAVATION, UNFORESEEN `§ OBJECTS, OR UNSUITABLE MATERIALS ENCOUNTERED SHALL BE EXCAVATED BY THE CONTRACTOR AS DIRECTED BY THE CITY. TP - 10 Revised 6184 4 J 73.3.09 REMOVAL AND REPLACEMENT OF UNSUITABLE MATERIAL (ADDITIONAL j SECTION) ALL EXCESS OR UNSUITABLE MATERIAL SHALL BE DISPOSED OF AT A SITE APP0VED BY THE CITY. IN CASE UNSTABLE OR UNSUITABLE EXISTING MATERIAL IS ENCOUNTERED AT THE TRENCH BOTTOM, THE CITY MAY DIRECT THE USE OF SU`TABLE FOUNDATION MATERIAL. UNSUITABLE MATERIALS SHALL BE EXCAVATED BY THE CONTRACTOR AS DIRECTED BY THE CITY TO GIVE BACKFILL FULL BEARING ON SOLID GROUND. OLD FILLS, WASTES, OR UNSUITABLE MATERIALS, INCLUDING LOGS, STUMPS, PEAT, OR MUCK, WILL BE EXCAVATED WHEN, IN JUDGEMENT OF THE CITY, THESE MATERIALS WILL IMPAIR THE STABILITY OF THE BACKFILL. WET TRENCH CONDITION WILL NOT NECESSARILY BE CONSIDERED AS AN INDICATION OF UNSTABLE CONDITIONS. FOUNDATION MATERIAL SHALL St CLASS BE DE-WATERED AND INSPECTED ^D BY THE CITY TO DET OR W' THE TEERMINE TNCH HE E SUITABILITY OF THE TRENCH MATERIAL. 73.3.10 BEDDING THE PIPE /3.3.IDA RIGID PIPE (ADDITIONAL SECTION) THE BOTTOM OF THE TRENCH MUST BE SHAPED TO UNIFORMLY SUPPORT THE BOTTOM QUADRANT OF THE PIPE THROUGHOUT THE ENTIRE PIPE: LENGTH. SELECT NATIVE MATERIAL MAY BE USED FOR BEDDING OF DUCTILE IRON PIPE PROVIDED IT CONFORMS T7 SECTION 3.2.02A. 73.3.11 BACKFILLING TRENCHES (ADDITIONAL SECTION) TRENCH BACKFILL SHALL BE IN ACCORDANCE WITH KING COUNTY STANDARDS. FXCAVATEU MATERIALS THAT ARE FREE FROM MUD, MUCK, ORGANIC MATTEk, BROKEN BITUMINOUS SURFACING, STONES LARGER t THAN.; INCHES IN DIMENSION, AND OTHER DEBRIS SHALL BE USED FOR BACKFILL EXCEPT WHERE OTHERWISE REQUIRED. J J J TP - 11 Revised 6/54 J J L L 7' 3.12 COMPACTION (ADDITIONAL SECTION) INITIAL BACKFILL SHALL BE PLACED AROUND THE PIPE IN LAYERS NOT EXCEEDING 8 INCHES IN DEPTH, AND EACH LAYER SWILL BE THOROUGHLY COMPACTED BY MECHANICAL TAMPERS TO AT (FAST 95 PERCENT OF MAXIMUM CRY DENSITY A. OPTIMUM MOISTURE CONTENT AS DETERMINED BY STANDARD PROCTOR C0 PACTION TEST, ASTM D698, METHOD D, ALL WORK RELATED TO THE TESTING OF THE COMPACTION, INCLUDING PROCTOR TESTS AND COMPACTION TESTS, SWILL BE TAKEN IN THE PIPE TREW:H AREAS. THE LOCATION OF THE TESTS SHALL BE SELECTED BY THE CITY; THE FIRST COMPACTION TEST AT EACH LOCATION SHALL BE PROVIDED BY THE CITY AT NO EXPENSE TO THE CONTRACTOR. SHOULD ONE OR MORE OF THESE TESTS FAIL TO MEET THE SPECIFICATIONS, ADDITIONAL TESTS WILL BE TAKEN AS REQUESTED BY THE CITY AT THE CONTRACTOR"S EXPENSE. 1NPLACE DENSITY DETERMINATION SHALL BE MADE IN ACCORDANCE WITH ASTM D1556, EXCEPT AS OTHERWISE APPROVED BY THE CITY. TESTING FOR COMPACTION IN THE IMPROVED AREAS SHALL BE IN ACCORDANCE WITH THE TESTING AS STATED IN THE PARAGRAPH ON INITIAL BACKFILL. WHEN WORKING IN EITHER THE CITY OR COUNTY RIGHT-OF-WAY, THE APPLICABLE AGENCY'S SPECIFICATIONS FOR COPACTION SHALL BE FOLLOWED BY THE CONTRACTOR. 73.1. MEASUREMENT 73.4.03 BANK RUN GRAVEL FOR TRENCH BACKFILL (REPLACEMENT SECTION) MEASUREMENT OF "BANK RUN GRAVEL FOR TRENCH BACKFILL" SHALT. BE BY THE TON, SCALE WEIGHTS. -3.5 PAYMENT 73.5.04 BAN( RUN GRAVEL FOR TRENCH BACKFILL (REPLACEMENT SECTION) THE PRICE PER TON SWILL BE PULL COPENSATION FOR FURNISHING AND PLACING THE MATERIAL AS OUTLINED IN SECTION 26.2.01 OF THE STANDARD SPECIFICATIONS. NO SEPARATE PAYMENT OF ANY KIND WILL BE MADE FOR COMPACTING, WETTING, DRYING, WATER, PROCESSING OR MATERIALS, OR REMOVAL OF UNSUITABLE SOILS. SHOULD THE CONTRACTOR EXCAVATE BELOW THE DESIGNATED LINES AND GRADES WITHOUT PRIOR APPROVAL, HE SHALL REPLACE SUCH EXCAVATION WITH THE NATIVE MATERIAL OR IMPORTED BACKFILL, AS ' DIRECTED BY THE CITY AND AT THE CONTRACTOR"S EXPENSE. TP - 12 Revised 6/84 J IMPORTED BACKFILL SWILL BE PLAVD ONLY IN THOSL PLACES DESIGNATED BY THE CITY. NO PAYMENT WILL PE MADE FOR MATERIALS REPLACED OUTSIDE OF THE VERTICAL PLANES, 1 FOOT OUTSIDE OF AND PARALLEL TO THE BARREL OF THE PIPE AND NOT THE BELL OR COLLAR. NO PAYMENT SWILL BE MADE FOR MATERIAL WHICH IS USED FOR PURPOSES OTHER THAN THOSE DESIGNATED. 73.5.06 CRUSHED ROOM FOR TRENCH BACKFILL (SUPPLEMENTAL CTIDN) --' SAME CONDITIONS AS 73.5.04. J J J J I I J J J J TP - 13 Revised 6164 J J SECTION 74 PIPE INSTALLATION FOR WATER MAINS 74.1.01 ALIGNMENT (SUPPLEMENTAL SECTION) THE LOCATION OF THE WATER MAINS, VALVES AND FITTINGS, INCLUDING MODIFICATIONS, WILL BE STAKED BY THE CITY WHEN REQUESTED BY THE CONTRACTOR. PIPES SWILL BE LAID TO SPECIFIED GRADE AND ALIGNMENT. REPLACEMENT OF STAKES LOST OR DESTROYED SHALL BE MADE AT THE CONTRACTOR'S EXPENSE. 74.2 CONSTRUCTION 74.2.02 HANDLING OF PIPE (ADDITIONA'_ SECTION) s� OOIVTING SWILL CONFORM TO THE ' MANIj. a,URER'S RECOMENUATIONS. THE OPEN ENOS OF PIPE AND FITTINGS SHALL BE PLUGGED WITH A TEMPORARY WATERTIGHT PLUG WHENEVER WORK IS STOPPED AND/OR MEN WATER IN THE TRENCH THREATENS TO ENTER THE PIPE. THE INSPECTOR WILL STOP WORK UNLESS AN APPROVED FVA 'IS ON SITE AND AVAILABLE. 74.2.09 CONNECTIONS 74.2.09A TO EXISTING MAINS (ADDITIONAL SECTION) CONNECTIONS TO EXISTING PIPING AND TIE-INS ARE INDICATED ON THE DRAWINGS. THE CONTRACTOR MUST VERIFY ALL EXISTING PIPING, DIMENSIONS, AND ELEVATIONS TO ASSURE PROPER FIT. THE CONTRACTOR SWILL PROVIDE ALL MATERIALS NECESSARY TO INSTALL ALL CONNECTIONS AS INDICATED ON THE CONSTRUCTION DRAWINGS. THE CONTRACTOR SWILL PERFORM THE EXCAVATION, BEDDING, AND BACKFI'_L AND PROVIDE CONCRETE 9LOCKING FOP. THE CONNECTIONS TO EXISTING MAINS. THE CITY WILL CUT THE EXISTING MAIN AND ASSEMBLE .ALL MATERIALS. 74.2.11 HYDROSTATIC PRESSURE AND LEAKAGE TEST (REPLACEMENT SECTION) ALL WATER MAINS AND APPURTENANOES SWILL BE TESTED UNDER A HYDROSTATIC PRESSURE EQUAL TO 150 PSI IN EXCESS OF THAT UNDER WHICH THEY WILL OPERATE OR IN NO CASE SHALL THE TEST PRESSURE BE LESS THAN 200 PSI. ALL PUMPS, GAUGES PLUGS, SADDLES, CORPORATION STOPS, MISCELLANEOUS HOSE AND PIPING, AND OTHER EQUIPMENT NECESSARY FOR PERFORMING THE TEST SHALL BE FURNISHED AND OPERATED BY THE CONTRACTOR. TP - 14 Revised 6/84 J THE PIPELINE • SHALL BE BACKFILLED SUFFICIENTLY TO PREVENT MOVEMENT OF THE PIPE UNDER PRESSURE. ALL THRUST BLOCKS SHALL BE IN PLACE AND TIME ALLOWED FOR THE CONCRETE TO CURE BEFORE TESTING. WHERE PERMANENT BLOCKING IS NOT REQUIRED, THE 1.ONTRACTOR SHALL FURNISH AND INSTALL TEMPORARY BLOCKING AND ' REMOVE IT AFTER TESTING. THE MAINS SHALL BE FILLED WITH WATER AND ALLOWED TO STAND UNDER PRESSURE FOR A MINIMUM OF 24 HOURS TO ALLOW THE EXCAPE OF AIR AND/OR ALLOW THE LINING OF THE PIPE TO ABSORB WATER. THE OWNER WILL FURNISH THE WATER NECESSARY TO FILL THE PIPELINES FOR TESTING PURPOSES AT A TIME OF DAY WHEN SUFFICIENT QUANTITIES OF WATER ARE AVAILABLE FOR NORMAL SYSTEM OPERATION. BEFORE APPLYING THE SPECIFIED TEST PRESSURE, AIR SHALL BE EXPELLED COMPLETELY FROM THE PIPE, VALVES AND HYDRANTS. IF PERMANENT AIR VENTS ARE NOT LOCATED AT ALL HIGH POINTS, THE CONTRACTOR SHALL INSTALL CORPORATION COCKS AT SUCH POINTS SO THAT THE AIR CAN BE EXPELLED AS THE LINE IS FILLED WITH WATER. AFTER ALL THE AIR HAS BEEN EXPELLED, THE CORPORATION COCKS SHALL BE CLOSED AND THE TEST PRESSURE APPLIED. AT THE CONCLUSION OF THE PRESSURE TEST, THE CORPORATION COCKS SHALL BE REMOVED AND PLUGGED. THE TEST SHALL BE ACCOMPLISHED BY PUMPING THE MAIN UP TO THE REQUIRED PRESSURE; STOP THE PUMP FOR A MINIMUM OF 15 MINUTES UP TO A MAXIMUM OF 60 MINUTES AS DIRECTED BY THE OWNER, AND THEN PLMP THE MAIN UP TU THE TEST PRESSURE AGAIN. DURING THE TEST, THE SECTION BEING TESTED SHALL BE OBSERVED TO DETECT ANY 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 CONCENTRATION OF 50 MG/L. THE QUANTITY OF WATER REQUIRED TO RESTORE THE INITIAL � HYDROSTATIC PRESSURE SHALL BE ACCURATELY DETERMINED BY EITHER 1) PUMPING FROM AN OPEN CONTAINER OF SUITABLE SIZE SUCH 7HA7 ACCURATE VOLUME MEASUREMENTS CAN BE MADE BY THE OWNER OR, 2) BY PUMPING THROUGH A POSITIVE DISPLACEMENT WATER METER WITH A 3� SWEEP UNIT HAND REGISTERING ONE GALLON PER REVOLUTION. THE METER SHALL BE APPROVED BY THE OWNER. .J J TP - 15 Revised 6/84 J J L LACCEPTABILITY OF THE TEST WILL BE DETERMINED BY TWO FACTORS, AS FOLLOWS: 1. THE QUANTITY OF WATER LOST FROM THE MAIN SHALL NOT EXCEED THE NUMBER OF GALLONS PER HOUR AS LISTED IN THE FOLLOWING TABLE. ALLOWABLE LEAKAGE PER 1000 FT. OF PIPELINE* - oph Average Test Nominal Pipe Diamtere - In Pressure-psi 6 8 10 12 16 20 24 450 0.95 1.27 1..59 1.91 2.55 3.18 3.82 400 0.90 1.20 1.50 1.80 2.40 3.00 3.60 350 0.84 1.12 1.40 1.69 2.25 2,81 3.37 275 0.75 1.00 1.24 1.49 1.99 2.49 2.99 250 0.71 0.95 1.19 1.42 1.90 2.37 2.85 225 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 • IF THE PIPELINE UNDER TEST CONTAINS SECTIONS OF VARIOUS DIAMETERS, THE ALLOWABLE LEAKAGE WILL aE THE SUM OF THE COMPUTED LEAKAGE FOR EACH SIZE, OR, FOR THOSE DIAMETERS OR PRESSURES NOT LISTED BY THE FORMULA STATED IN SECTION 74.2.11 OF THE STANDARD SPECIFICATIONS. 2. THE LOSS IN PRESSURE SHALL NOT EXCEED 1 PSI PER MINUTE DURING THE TEST PERIOD. GAUGES USED IN THE TEST MAY BE REWIRED TO BE CERTIFIED FOR ACCURACY AT A LABORATORY BY THE OWNER. ANY VISIBLE LEAKAGE DETECTED SHALL F,E CORRECTED BY THE CONTRACTOR TO THE SATISFACTION OF THE OWNER REGARDLESS OF THE ALLOWABLE LEAKAGE SPECIFIED ABOVE. SHOULD THE TEST SECTION FAIL TO MEET THE PRESSURE TEST SUCCESSFULLY AS SPECIFIED, THE k1 S CONTRACTOR SHHALL, AT jj� OWN EXPENSE, LOCATE AND REPAIR THE DEFECTS AND THEN RETEST THE PIPELINE. ALL TESTS SHALL BE MADE WITH THE HYDRANT AUXILIARY GATE VALVES OPEN AND PRESSURE AGAINST THE HYDRANT VALVE. AFTER THE TEST HAS BEEN COMPLETED, EACH GATE VALVE SHALL BE TESTED BY CLOSING EACH IN TURN AND RELIEVING THE PRESSURE BEYOND. THIS TEST OF THE GATE VALVE WILL BE ACCEPTABLE IF THERE IS NO IMMEDIATE LOSS OF PRESSURE ON THE GAUGE WHEN THE PRESSURE COMES AGAINST THE VALVE BEING CHECKED. THE CONTRACTOR SHALL VERIFY THAT THE PRESSURE DIFFERENTIAL ACROSS THE VALVE DOES NOT EXCEED THE RATED WORKING PRESSURE OF THE VALVE. TP - 16 Revised 6/84 J SECTIONS TO BE TESTED SHALL NORMALLY BE LIMITED TO 1,500 FEET. THE OWNER MAY REQUIRE THAT THE FIRST SECTION OF PIPE, NOT LESS THAN 1.000 FEET IN LENGTH, INSTALLED BY EACH OF THE CONTRACTOR'S CREWS, BE TESTED IN ORDER TO QUALIFY THE CREW AND/OR THE MATERIAL. PIPE LAYING SHALL NOT BE CONTINUED MORE THAN AN ADDITIONAL 1,000 FEET UNTIL THE FIRST SECTION SHALL HAVE BEEN TESTED SUCCESSFULLY. PRIOR TO CALLING OUT THE OWNER TO WITNESS THE PRESSURE TEST, THE CONTRACTOR SHALL HAVE ALL EQUIPMENT SET UP COMPLETELY READY FOR OPERATION AND SHALL HAVE SUCCESSFULLY PERFORMED THE TEST TO ASSURE THAT THE PIPE IS IN A SATISFACTORY CONDITION. DEFECTIVE MATERIALS OR WORKMANSHIP, DISCOVERED AS A RESULT OF HYDROSTATIC FIELD TEST, SHALL BE REPLACED BY THE CONTRACTOR AT ITS EXPENSE. WHENEVER IT IS NECESSARY TO REPLACE DEFECTIVE MATERIAL OR CORRECT THE WORKMANSHIP, THE HYDROSTATIC TEST SHALL BE RE-RUN AT THE CONTRACTOR'S EXPENSE I UNTIL A SATISFACTORY TEST IS OBTAINED. 74.2.12 DISINFECTION OF WATER MAINS (PARTIAL REPLACEMENT SECTION) J DISINFECTION OF THE NEW WATER SYSTEM SHALL BE REQUIRED PRIOR TO C0MPLETION OF THE PROJECT AND SHALL BE IN ACCORDANCE WITH AWWA STANDARD SPECIFICATIONS C601-81 AND SHALL WEI THE ACCEPTANCE OF THE STATE OF WASHINGTON DEPARTMENT OF SOCIAL AND HEALTH SERVICES. - a DISINFECTION OF THE ENTIRE WATER SYSTEM INSTALLED OR DISTURBED UNDER THIS CONTRACT, INCLUDING PIPE, PIPE FITTINGS, VALVES, AND APPURTENANCES, IS REQUIRED TO CONFORM WITH THE SPECIFICATIONS STATED HEREIN. 74.2.128 REQUIREMENT OF CHLORINE (REPLACEMENT SECTION) THE INITIAL CONCENTRATION OF CHLORINE IN THE WATER SHALL BE J 6O PARTS PER MILLION, AND THIS SOLUTION SHALL BE HELD FOR A PERIOD OF 24 HOURS. 74.2.12P DECHLORINATION (SUPPLEMENTAL SECTION) DECHLORINATION OF ALL WATER USED FOR DISINFECTION SHALL BE ACCOMPLISHED 1N ACCORDANCE WITH THE CITY'S STANDARD DETAIL INCLUDED IN THIS DOCUMENT. WATER CONTAINING CHLORINE RESIDUALS SHALL NOT BE DISPOSED INTO THE STURM DRAINAGE SYSTEM OR ANY WATERWAY. J J TP - 17 Revised 6/84 J J L L 74.2.13 CONCRETE BLOCKING (ADDITIONAL SECTION) L PROVIDE CONCRETE BLOD(ING AT ALL FITTINGS AND HORIZONTAL OR VERTICAL ANGLE POINTS. CONFORM TO TEE STANDARD DETAIL FOR GENERAL BLOCKING HEREIN AND THE APWA STANDARD DETAILS FOR VERTICAL BLOCKS. ALL FITTINGS TO BE BLOCKED SWILL BE WRAPPED WITH 4-MIL POLYETHYLENE PU STIC. CONCRETE BLOCKING SHALL BE PROPERLY FORMED WITH PLYWOOD OR OTHER ACCEPTABLE FORMING MATERIALS AND SHALL NOT BF POURED AROUND JOINTS. THE FORMS SHALL BE STRIPPED PRI9R TO BACKFILLING. SHACKLE RODS, WHERE L REQUIRED, SWILL BE IN:TALLED WITH THE USE OF SHACKLE LUGS. ALL SHACKLE RODS SHALL BE GALVANIZED OR COATED WITH TWO LOATS OF ASPHALT VARNISH. 74.4 PAYMENT THE PRICE PER LINEAL FOOT FOR INSTALLING THE DUCTILE IRON PIPE, OF SIZE AND QUANTITY LISTED, SHALL CONSTITUTE FULL COMPENSATION FOR THE WATER LINE, IN PLACE, COMPLETE, INCLUDING: ALL PAVEMENT REMOVAL, FOUNOA. ON PREPARATION, PIPE, PIPE LAYING, AND JOINTING; SHEETING, SHORING, AND DE-WATERING, CONNECTIONS TO EXISTING PIPING, AND FURNISHING AND INSTALLING ALL FITTINGS. CONCRETE BLCCKING SHALT. BE MEASURED AND PAID FOR AT THE UNIT PRICE PER CUBIC YARD. SHACKLE ROOS SHALL BE MEASURED AND PAID FOR AT THE UNIT PRICE PER CUBIC YARD. SHACKLE RODS SHALL BE INCIDENTAL TO THE PROJECT. PAYMENT SHALL CONSTITUTE FULL COMPENSATION FOR FURNISHING ALL NECESSARY MATERIALS IN PLACE, COMPLETE. 74.4.02 PAYMENT - BLOW OFF ASSEMBLY (ADDITIONAL SECTION) IT SHOULD BE NOTED THAT THERE ARE THREE TYPES OF BLOW-OFF ASSEMBLIES AND THEY ARE AS FOLLOWS: 1. TEMPORARY BLOW-OFF ASSEMBLIES THAT WILL BE REMOVED WHEN TIE-IN OCCURS. THESE WILL BE CONSIDERED INCIDENTAL TO THE PROJECT. 2. TEMPORARY BLOW-OFF ASSEMBLTES THAT WILL REMAIN, WHICH WILL BE PAID PER EACH. 3. PERMANENT BLOW-OFF ASSEMBLIES THAT WILL REMAIN, SUCH AS THOSE AT THE END OF CUL-DE-SACS, ETC. WHICH WILL BE PAID PER EACH. TP - 18 Revised 6/84 74.5 PIPE JOINT BONDING j 74.5.01 SCOPE THIS SECTION COVERS THE WOPo( NECESSARY TO FURNISH AND INSTALL BONDED PIPE JOINTS (ELECTRICALLY CONTINUOUS FROM ONE PIPE LENGTH TO ANOTHER) AND INSULATED PIPE JOINTS (ELECTRICALLY DISCONTINUOUS FROM ONE PIPE LENGTH TO ANOTHER). BONDED OR INSULATED PIPE JOINTS SHALL BE PROVIDED WHERE SHOWN ON THE PLANS. BONDED PIPE JOINTS MAY BE CONSTRUCTED IN TWO CONFIGURATIONS. 74.5.02 BONDED PIPE JOINT TYPE "A" OR TYPE "B" BONDS MAY BE PROVIDED AT THE CONTRACTOR'S OPTION. TYPE A TYPE A PIPE JOINT BONDS CONSIST OF 1/16" X 3/4" TYPE ASTM 8152-66 COPPER TERMINAL STRIPS WHICH ARE SHOP FUSED TO THE BELL AND PLAIN END OF ALL PIPES BEFORE PIPE INSTALLATION. THE TWO TERMINAL STRIPS ARE CONNECTED IN THE FIELD AFTER THE PIPE JOINT HAS BEEN MADE WITH A 3/4" COPPER JUMP STRIP AND SILICON BRONZE BOLTS. THE TERMINAL STRIPS AND JUMP STRIPS SHALL BE EQUAL TO U.S. PIPE ELECTROBOND. TYPE B TYPE B PIPE JOINT BONDS CONSIST OF 1/16" X 3/4" TYPE ASTM 8152-66 COPPER TERMINAL STRIPS OR 42 AWG TYPE TW COPPER WIRE THAT IS FIELD FUSED TO THE BELL AND PLAIN END OF ALL PIPES BY THE THERMITE WELD PROCESS. THE ELECTRICAL CONNECTION OF THE JUMPER TO THE PIPELINE (PIPELINE MAY BE DUCTILE IRON, STEEL OR CAST IRON AS SHOWN ON THE PLANS) SHALL BE ACCOMPLISHED BY THERMITE WELDING TO AN AREA OF THE PIPE THAT HAS BEEN CLEANED OF ALL PROTECTIVE COATINGS. AT THE CONNECTION POINT AN AREA (APPROXIMATELY 2" SQUARE) SHALL BE CLEANED OF ALL INSULATION AND COATING, AND A FILE USED TO ABRADE THE METAL AND EXPOSE A BRIGHT METAL SURFACE, THE WIRE BOND SHALL BE MADE IN THE CENTER OF THE CLEANED AREA WITH THERMITE EXOTHERMIC WELD CAPS EQUAL TO RYSTON LABORATORIES OR PHILLIPS PETROLEUM. J TP - 19 Revised 6/84 J L L74.5.03 BONDED PIPE COATINGS ALL ABRADED OR DAMAGED AREAS SHALL BE COATED AFTER THE WELD ` SITE HAS COOLED OR THE BOLTED JOINT HAS BEEN MADE TO PROVIDE A PERMANENT CORROSION PROOF COVERING OYER THE PIPE AND EXPOSED WIRE END. THE COATING SHALL BE EQUAL TO TNEMEC 46H-413 COAL TAR EPOSYT AND SHALL BE BRUSHED ON TO A MINIMUM DRY FILM THICKNESS OF 20 MILS. SPECIAL CARE SHALL BE TAKEN TO ENSURE COMPLETE COATING COVERAGE OF ALL HARD TO REACH AREAS. 74.5.04 SERVICE INSULATORS ALL WATER SERVICE LINES INSTALLED ON PIPELINES THAT ARE EQUIPPED WITH BONDED PIPE JOINTS SHALL HAVE CORPORATION STOP SERVICE INSULATORS EQUAL TO FORD METER COMPANY SERVICE INSULATORS. 74.5.05 INSULATED PIPE JOINT INSULATED PIPE JOINTS SMALL BE PROVIDED WHEREVER NEW PIPELINES ARE CONNECTED TO EX!STING PIPELINES AND AT THE INTERVALS SHOWN ON THE PLANS. :NSULATED JOINTS SHALL BE ELECTRICALLY DISCONTINUOUS FROM ONE PIPE LENGTH TO ANOTHER, AND SMALL BE IN CONFORMANCE WITH AWWA C11-7, C11-8. 74.5.06 PAYMENT THE COST OF BONDED OR INSULATED PIPE JOINT SHALL BE INCIDENTAL TO THE PIPELINE COSTS. 74.6 CATHODIC PROTECTION TEST 74.6.01 SCOPE THIS SECTION COVERS THE WORK NECESSARY TO FURNISH AND INSTALL A COMPLETE CATHODIC PROTECTION TEST STATION. TP - 20 Revised 6/84 J 74.6.02 GENERAL J -CATHODIC PROTECTION TEST STATIONS ARE USED TO PROVIDE A MEANS OF MEASURING THE CONDITION OF A BURIED IETALLIC PIPELINE WITHOUT EXPOSING OR EXCAVATING THE PIPE. THE TEST STATION CONSISTS OF WIRES WHICH ARE BONDED TC THE "IPE AND TERMINATED IN A FLUSH-TO-GRADE ENCLOSURE WITH A REMOVABLE COVER, SO THAT ACCESS TO THE WIRES IS EASILY ACCOMPLISHED. THREE TYPES OF TEST STATIONS MAY BE USED ON THIS PROJECT, AS IDENTIFIED ON THE PROJECT PLANS: TYPE T: USED ONPIPELINES ,WITH BONDED JOINTS (ELECTRICALLY CONTINUOUS) TYPE I: USED ON PIPELINES WITH INSULATED JOINTS (ELECTRICALLY DISCONTINUOUS) TYPE F: USED WHERE TWO PIPELINES CRUSS OR ARE IN CLOSE PROXIMITY TO EACH OTHER THE THREE TYPES OF TEST STATIONS ARE DETAILED IN THE CITY OF RENTON - WATER STANDARD DETAIL ENTITLED "CATHODIC PROTECTION FLUSH MOUNTED TEST STATIONS." 74.6.03 LOCATION THE LOCATION AND TYPE OF TEST STATION TO BE USED ON THIS PROJECT IS IDENTIFIED ON THE PROJECT PLANS. WHERE THE TEST STATION LOCATIONS ARE ACCURATELY DIMENSIONED, THE CGNTRACTOR SHALL LOCATE THE STATIONS AT THESE LOCATIONS. WHERE THE TEST STATION LOCATIONS ARE NOT ACCURATELY DIMENSIONED OR ARE DIAGRAMMATIC IN NATURE, THE CITY RESERVES THE RIGHT TO IDENTIFY LOCATIONS IN THE FIELD. WHERE THE CITY DOES NOT LOCATE THE TEST STATIONS, THE CONSTRA[)TOR SHALL DO SO AND f SHALL LOCATE THE STATIONS SUCH THAT THE TERMINAL BOXES ARE NOT UNSIGHTLY, OR A PUBLIC NUISANCE, OR IN A LOCATION WHERE THE TEST STATION'S USEFUL LIFE MAY BE REDUCED. J J 1 TP - 21 Revised 6/84 J 11 L L74.6.04 WIRE THE WIRES FROM THE BURIED PIPELINE TO THE TERMINAL BLOCK SHALL BE TYPE TW STRANDED COPPER 12 AWG. THE WIRES SWILL BE DIRECT BURIED AND SWILL IN ALL CASES BE AT LEAST 24" BELOW FINISHED MADE (EXCEPT 1N THE TERMINAL BLOCK RISER PIPE). THE WIRE SHALL BE INSTALLED WITH A 6" DIAMETER LOOP AT BOTH ENDS TO PREVENT EARTH SETTLING FROM STRAINING THE CONNECTION JOINTS. INSULATION COLORS SWILL BE AS FOLLOWS: I. RENTON BONDED PIPE (TYPE T) - WHITE 2. RENTON INSULATED PIPE (TYPE I) - WHITE (BONDED SIDE) 3. FOREIGN PIPE (TYPE F) _ BLACK (UNBONOED SIDE) 4. ZINC ELECTRODE - YELLOW 74.6.05 WIRE TERMINATIONS THE ELECTRICAL CONNECTION OF THE WIRES TO THE PIPELINE (PIPELINE MAY BE DUCTILE IRON, STEEL OR CAST IRON AS SHOWN ON THE PLANS) SWILL BE ACCOMPLISHED BY THERMITE WELDING TO AN AREA OF THE PIPE THAT HAS BEEN CLEANED OF ALL PROTECTIVE COATINGS. AT THE CONNECTION POINT AN AREA (APPROXIMATELY 2" SQUARE) SHALL BE CLEANED OF ALL INSULATION AND COATING, AND A FILE USED TO ABRADE THE METAL AND EXPOSE A BRIGHT METAL SURFACE. THE WIRE BOND SHALL BE MADE IN THE CENTER OF THE CLEANED AREA WITH THERMITE EXOTHERMIC WELD CAPS EQUAL TO ROYSTON LABORATORIES OR PHILLIPS PETROLEUM. ALL ABRADED OR DAMAGED AREAS SHALL BE COATED AFTER THE WELD SITE HAS COOLED TO PROVIDE A PERMANENT CORROSION PROOF COVERING OVER THE PIPE AND EXPOSED WIRE END. THE COATING SWILL BE EQUAL TO TNEMEC 46H-413 COAL TAR EPDXY AND SHALL BE BRUSHED ON TO A MINIMUM DRY FILM THICKNESS OF 20 MILS. SPECIAL CARE SHALt BE TAKEN TO ENSURE COMPLETE COATING COVERAGE OF ALL HARD TO REACH AREAS. AT THE CONTRACTOR'S OPTION, THE WIRE ENDS MAY BE ATTACHED TO THE COPPER JUMP STRIP AT THE BOLT JOINT ON BONDED PIPES, IN LIEU OF THE THERMITE WELD PROCESS. THE WIRE SHALL BE TERMINATED IN A RING-TONGUE LUG AND THE LUG BOLTED WITH THE JUMP STRIP. COAT THE JUMP STRIP AND THE BOND JOINT AS SPECIFIED ABOVE. THE ELECTRICAL CONNECTION OF THE WIRES TO THE TEST STATION TERMINAL BLOCK SWILL BE WITH CRIMP-ON SPADE LUG TERMINALS, SOFT SOLDERED TO THE TERMINAL BLOCK BEFORE BOLT TIGHTENING. TP - 22 Revised 6/84 74.6.06 FLUSH TEST STATIONS THE TEST STATIONS SHALL BE LOCATED AS SHOWN ON THE DRAWINGS AND SPECIFIED HEREIN AND SHALL CONSIST OF A STANDARD 24" LONG VALVE BOS (EQUAL TO OLYMPIC TYPE B) THAT IS SET TO GRADE IN A CAST IN PLACE CONCRETE SLAB THAT IS 6" thick and 18" SQUARE. THE VALVE BOX SWILL BE BACKFILLED WITH PEA GRAVEL, AND SWILL BE FILLED INTERNALLY WITH FEA GRAVEL, TO WITHIN 6" 'JF THE TOP OF THE VALVE BOX. THE TERMINAL BLOCK SHALL BE PU,;,EI, INSIDE THE BOX ON THE GRAVEL SURFACE, AND THE TEST WIrtS SHALL EXTEND FROM THE TERMINAL BLOCK THROUGH THE GRAVEL INSIDE THE VALVE BOX BELOW THE VALVE BOX TO THE PIPELINE. THE BOX SHALL BE EQUIPPED WITH A CAST IRON LID MARKED "WATER" THAT WILL EXPOSE THE TERMINAL BLOCK WHEN REMOVED. THE TERMINAL BLOCK SWILL HAVE LUGS FOR THE CONNECTION OF FIVE SEPARATE WIRES, AND SWILL HAVE A PLASTIC BODY RATED FOR 600 VOLTS ISOLATION AND NICKEL-PLATED BRASS STUDS AND NUTS. THE CONCRETE FOR THE PAD SWILL CONFORM TO ASTM C150 TYPE II AND SHALL BE FORMED OF NEW WOOD AND BE TROWELED SMOOTH AFTER CONCRETE PLACEMENT. VALVE MARKER POSTS SHALL BE PROVIDED AT ALL TEST STATIONS AS DETAILED IN THE RENTON STANDARD DETAILS WITH THE WORDS "CATHODIC TEST STATION" STENCILED IN BLACK ON THE POST. 74.6.07 ZINC REFERENCE ELECTRODES A ZINC REFERENCE ELECTRODE SHALL BE INSTALLED AT EACH TEST STATION AND CONFORM TO ASTM B418-73 TYPE 11. THE ELECTRODE SWILL BE 2.5" X 2.5" X 10" AND SHALL BE CONNECTED BY #12 AWG TYPE TW STRANDED COPPER WIRE WITH YELLOW INSULATION TO THE TERMINAL BLOCK IN THE TEST STATION. THE ELECTRODE SWILL BE PLACED 18" FROM THE PIPELINE OPPOSITE THE TEST STATION CONNECTION AT THE SPRING LINE OF THE PIPELINE. BACKFILL THE ELECTRODE IN A MIXTURE OF 50% GYPSUM AND 50% BENTDNITE CLAY (COMPLETELY SURROUNDING THE ELECTRODE) . 74.6.08 PAYMENT THE COST OF THE TEST STATIONS SHALL BE PER EACH. J I J TP - 23 Revised 6/84 i L LSECTION 75 VALVES FOR WATER MAINS L75.2.03 GATE VALVES (ADDITIONAL SECTION) VALVES SHALL BE DESIGNED FOR A MINIMUM WATER OPERATING PRESSURE OF 200 PSI. GATE VALVES SHALL BE IDWA LIST 14, MUELLER COMPANY NO. A-2380, PACIFIC STATES, U.S. METROPOLITAN, KENNEDY, OR M i H. APPROVAL OF VALVES OTHER THAN MODELS SPECIFIED SHALL BE OBTAINED PRIOR TO BID OPENING. ALL GATE VALVES LESS [HAN 12" IN DIAMETER SHALL INCLUDE AN 8" X 24" CAST IRON GATE VALVE BOX AND EXTENSIONS, AS REQUIRED. ALL 12" DIME TER AND LARGER GATE VALVES SHALL BE INSTALLED IN A VAULT. SEE WATER STANDARD DETAIL FOR 12" GATE VALVE ASSEMBLY VAULT AND 1" BYPASS INSTALLATION. 75.2.06 VALVE BOXES (PARTIAL REPLACEMENT SECTION) All VALVES SHALL HAVE VALVE BOXES AND EXTENSIONS.0018- VAt1e MARKERS-**+H-#STANCES CLEARLY RVOTO IN ACCORDANCE WIT" Ime — SIANDARD *E4A3t—TITLED; "GENERAL MISCELLANEOUS DETAILS-,,---- -WHICH IS IWCLUDEO IN THIS DOCH/ENT. - 75.3 INSTALLATION OF VALVES (ADDITIONAL SECTION) vA�✓E•S a lrvt $6 1!ueL,65EP iuA✓AULT -wA4Vf4_SMA66-gE.- iNSTALLED lN fHE NE. ALL SHALL u.,M tcti s NAL-LyBE SET PLUMB ON A COMPACTED GRAVEL FOUNDATION. THE VALVE OPERATING NUT SHALL BE OFFSET 3" FROM THE CENTERLINE OF THE VAULT AS SHOWN IN THE STANDARD WTAIt. vRq w.tiG arctiv EJ 75.4 PAYMENT (REPLACEMENT SECTION) THE GATE VALVE ASSEMBLIES OF THE SIZE LISTED SALLRE AND PAIL) FOR AT THE APPLICABLE UNIT PRICE RMW W, IN PLACE, COMPLETE, WHICH SHALL CONSTITUTE FULL COMPENSATION FOR VALVE, VAULT, AND ALL OTHER NECESSARY ACCESSORIES FOR A COMPLETE w INSTALLATION. HYDRANT AUXILIARY VALVES WILL BE PAID FOR UNDER FIRE HYDRANT ASSEMBLIES. ✓R4✓E tfAQKEC /COSTS. S//gtC Df is�STACCEJ Ar T.✓E. ,D�SC,PETioc/ 4F Tl'!E. G��Ty i� J,t�oSE 64/.�'A:EO .�QE�YS is v✓JfE.t'E T.yf ?3F� dF T.ME �/yt✓F ��� ?/vCJ ,BE c'�✓�'�•�EO, �. ,By G!�EE17 Sis'k'vC�,S,F 7 :AG 4A" /ofAe.CAc s+Y e c ee F.sB e�cArfG� quo /dsri7cG£� /A/ L90rdFo.G'rr�A.rJCE �!/.>n' 7i✓E 1�TA'.vvg.PO ,OIJ.P.i)stiir//G. E'.o:ri�tsG � G"F,vE�.4L ✓rliscAGCA.riewvs',�E.ri9/tS'. �yi�N TP - 24 Ihvised 6/84 /S /dc'GddEO i!� r�iS i pocv.>7 EST- I . J SSECTION 77 FIRE HYDRANTS 77.2 MATERIALS 77.2.01 MATERIALS FUR HYDRANTS (REPLACEMENT SECTION) MATERIALS COMPRISING THE FIRE HYDRANT ASSEMBLY SHALL CONFORM TO THE WATER STANDARD DETAILS (SEE ATTACHED DETAILS). FIRE HYDRANTS SHALL BE COREY TYPE (OPENING WITH THE PRESSURE) CONFORMING TO AWWA C-504-80 WITH A 6-INCH INLET AND A M.V.O. OF 5 INCHES, TWO 2-1/2 INCH HOSE NOZZLES WITH NATIONAL STANDARD 7-1/2 THREADS PER INCH AND ONE 4-INCH PUMPER NOZZLE WITH THE NEW SEATTLE PATTERN 6 THREADS PER INCH, 60 DEGREES V. THREADS, O.D. THREAD 4.875 AND ROOT DIAMETER 4,6263, 1-1i4 INCH PENTAGON OPERATING NUT BY TURNING COUNTER CLOCKWISE (LEFT). FIRE HYDRANTS SHALL BE IOWA, PACIFIC STATES OR APPROVED EQUAL. APPROVAL MUST BE OBTAINED PRIOR TO 810 OPENING. 77.2.02 END CONNECTIONS (ADDITIONAL SECTION) HYDRANTS SHALL BE CONSTRUCTED WITH MECHANICAL JOINT CONNECTION UNLESS OTHERWISE SPECIFIED IN BID PROPOSAL DESCRIPTION. 77.2.D6 SIDEWALX`LANGE CONSTRUCTION (ADDITIONAL SECTION) FIRE HYDRANTS SHALL BE OF TRAFFIC TYPE WITH BREAK-FLANGE CONNECTION AND PROVISIONS SHALL BE MADE FOR DRAINAGE OF BARREL TO PROTECT UNITS FROM FREEZING. 77.3 CONSTRUCTION DETAILS 77.3.01 SETTING HYDRANTS (ADDITIONAL SECTION) HYDRANTS SHALL BE INSTALLED IN ACCORDANCE WITH AWWA SPECIFICATIONS C600-77, SECTIONS 3.7 AND 3.8.1 AND THE WATER STANDARD DETAILS. HYDRANT AND GUARD POSTS SHALL BE PAINTED IN ACCORDANCE WITH THE WATER STANDARD DETAIL. UPON COMPLETION OF THE PROJECT, ALL FIRE HYDRANTS SMALL BE PAINTED TO THE CITY OF RENTON SPECIFICATIONS AND GUARD POSTS PAINTED WHITE. FIRE HYDRANTS SHALL BE OF SUCH LENGTH AS TO BE SUITABLE FOR INSTALLATION WITH CONNECTIONS TO 6", 8", AND 1 " PIPING IN TRENCHES 3-1/2 FEET DEEP UNLESS OTHERWISE SPECIFIED. THE HYDRANT SHALL BE ,FOR A 4-1/2 FOOT BWFW fw 12" AND LARGER PIPE UNLESS OTHERWISE\NOTED ON THE PLAN. `". TP - 25 Revised 6/84 77.3.02 HYDRANT CONNECTIONS (ADDITIONAL SECTION) FIRE HYDRANT ASSEMBLY SHALL INCLUDE C.I. TEE (MJ X FL), 6" GATE VALVE (FL X NJ), 6' C.I. SPOOL (PE X PE), S" N.V.O. FIRE HYDRANT (NJ CONNECTION), 8" X 24" 864 VALVE BOX, AND 3/4 INCH SHACKLE ROD WITH ACCESSORIES AND TWO CONCRETE GUARD POSTS. PAINT SHACKLE RODS AS SPECIFIED IN SECTION 74.2.13. 77.5 PAYMENT (REPLACEMENT SECTION) FIRE HYDRANT ASSEMBLIES SHALL BE PAID FOR AT 7HE APPLICABLE UNIT PRICE PER EACH ASSEMBLY, IN PLACE, WHICH SHALL CONSTITUTE FULL COMPENSATION FOR THE TEE, VALVE, VALVE BOX, NIPPLE, HYDRANT, SHACKLING, BLOCKING, BRACING, AND ALL OTHER VCESSORIES NECESSARY FOR A COMPLETE INSTALLATION. I i I i i 1 TP - 26 RevlSed 6/84 J SECTION 78 SERVICE CONNECTIONS (SUPPLEMENTAL SECTION) I J 78.1 GENERAL WATER SERVICES SWILL BE PER STANDARD "DETAIL FOR 3/4" AD WATER SERVICES" AND PER STANDARD DETAIL FOR "SERVICE J CONNECTION DETAIL TO EXISTING SERVICE." 78.3 CONSTRUCTION (SUPPLEMENTAL SECTION) i SERVICE LINE CONNECTION TO THE NEW MAIN WILL CONFORM TO THE STANDARD SPECIFICIATIONS OF THE CITY OF RENTON BOUND HEREIN AS APPLICABLE. THE ENGINEER WILL INDICATE THE LOCATION FOR THE TAPS ON THE NEW MAIN FOR EACH SERVICE TO RE CONNECTED. THE CONTRACTOR WILL DIRECT TAP MAIN FOR 3/4 STOP-" SERVICE. THE CONTRACTOR WILL USE COPPER TUBING,FOR 3/4 Tom" SERVICES. .' —Ty Q6 E,a O Fr TYPE I CONNECTIONS TO EXISTING COPPER SERVICES WILL BE WADE WITH A FLARE TYPE, THREE PART UNION COUPLINGS. TYPE II WHERE EXISTING GALVANIZED SERVICES EXIST, THEY SHALL BE REPLACED WI- ' ' NEd COPPER PIPE SERVICE TO THE PROPERTY LINE ' SS SHALL BE LOCATED IN PLANTER STRIP BETK vx AND CURB.) TYPE III WHERE FUTURE STUB SER�RcS SHALL BE INSTALLED, THEY SWILL BE INSTALLED AS ABOVE, TO THE PROPERTY LINE -- WITH A METER BOX (LESS 3/4 METER). A SOLID CORE THREADED SPACED THE LENGTH OF A METER SHALL BE INSTALLED IN PLACE OF THE METER. p TP - 27 Revised 6/e4 ENDING OF FILE FILE TITLE W -w- 77V