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Home My WebLink AboutWTR2700910(1) President'§ Park 1987 Steel Water Main -W-91 0 Replacement BEGINNING OF FILE FILE TITLE /►AlCROf�IME� Pre s % � enf 5 `arlf ie, fl e �� a � eh� ent AWARDED �3 19A7 Contract No. CAG- TO/ ` Y n Su�+e ags3 zssG9ua �, w� gaoa,- s3�� Y 'U j Bid 8a t. + ru �- ly ► BID PROPOSAL & SPECIFICATIONS UTILITY ENGINEERING FOR : ► I, 1987 PRESIDENTS PARK STEEL WATER MAIN REPLACEMENT W-910 I i ty i i I M �1 CITY OF RENTON PUBLIC: WORKS DEPARTMENT MUNICIPAL BUILDING, 200 MILL AVE. S. RENTON, WASH. 98055 • (206) 235.2631 1 .I is iH Y" I CTTi OF RENTON 1987 Steel Water Main Replacements in Presidents Park INDEX Summary of Fair Practices/Affirmative Action Program, City of Renton Scope of Work Vicinity Map ,. Instructions to bidder Call for 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 *Combined Affidavit and Certification Form: �. Non-Collusion Antitrust Claims r 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 Hourly Minimum Wage Rates Environmental Regulation Listing Hourly Minimum Wage Rates Supplemental Previsions Special Provisions Standard Plans r Documents marked * above must be executed oy the Contractor, President 1' and Vice-President or Secretary if corporation by-laws permit. All b pages must be signed. In the event another person has been duly authorized to execute contracts, a copy of the corporation minutes establishing this authority must be attached to the bid document. CITY OF RENTON Public Works Dept. 6 Rentan Washington 98055 E701IhIT "A" �e CITY OF RENTON M SUMMARY OF FAIR PRACTICES POLICY ADOPTED BY RESOLUTION NO. 2340 1+ The policy of the City of Renton is to promote and afford equal treatment and service to all citizens and to assure equal employ- ment opportunity to all persons regardless of race; creed; coZor; ethnicity; national origin; sox; the presence of a non-joZ,-related physical, sensory, or mental handicap; age; or marital status. r This policy ehaZZ be based on the principles of squat employment opportunity and affirmative action guidelines at set forth in federal, state and local Laws. All departments of the City of { Renton shall adhere to the following guidelines: ` r r � (1) EMPLOYMENT PRACTerICES - All activities rotating to employ- ment suc as reuitment, selection, promotion, termination and training shall be conducted in a non-disoriminatory manner. Personnel decisions will be based on individual performance, staffing requir�msnts, and in accordance with governing Civil Service Laws and the agreement between the City of Renton and the Washington State rI Council of County and City Emp7oseee. M (E) COOPERATION WITH HUMAN RIGHTS ORGANIZATIONS - The City of rnton wt cooperate fully with organisations and P° commissions organised to promote fair practices and equal opportunity in empZoyment. �w (3) AFFIRMATIVE ACTION PROGRAM - The City of Renton Affirmative , . Action rogram wi a maintained to facilitate equitable representation within the City workforce and to assure �.. equal employment opportunity to all. It shall be the responsibility and duty of all City officials and employees to carry out the poZiciee, guidelines and corrective measures as set forth by this program. Corrective iW employment programs may be established by the Mayor on the recommendation of an Affirmative Action Committee for those departments in which a protected class of employees is under-represented. (4) CONTRACTORS' OBLIGATION - Contractors, subcontractors and suppliers oon acting usinese with the City of Renton shall affirm and subscribe to the Fair Practices and Non- Discrimination policies set forth by law and in the f Affirmative Action Program. 1 � Copies of t"* policy *hall be distributed to all City employees, .,, shall appear in all operational documentation of the City, including bid oaZZs, and ehaZZ be prominently displayed in appropriate City facilities. CONCURRED IN by the City Council of the City of Renton, Washington, � . this Zed day of dune 1980. r CITY OF RENTON: RENT01 CITY COUNCIL: ] Mayor CounciZ Prssident Attest: Issued: July 10, 1972 ,�� Revised: February 9, 1976 he tir�� Revised: June 2, 1980 r r, r. CITY OF RENTON 1987 Steel Water Main Replacements in Presidents Park SCOPE OF WORK The work involved under the terms of this contract document shall be full and complete installation of the facilities as shown on the plans and in the Specifications; to include, but not be '�mited to, the installation of w approximately 3JO5 lineal feet of 8" Ductile Iron Water Main together with all valves, hydrants and appurtenances and the transfer/replacement of the water services from the old steel mains being replaced, and the complete restoration of all public and private property to it's original .ondition. Any contractor connected with this project shall comply with all Federal , State, County and City Codes or regulations applicable to such work and perform the work in accordance with the plans and Specifications of this contract document. r L L r 1 r II s HLU %I WsEt s • •1 11 T• n t , i a T � If l4 Jf rl I lei to ' / ! 1 » " .� 1- 1 .ter s' M IIIIE 1' ' y 4,��.\ �. Mfl. Nllfl ll• a 1 ♦_' •I • 11 ; ! 1 1 --� = I I�1 \\\ 1[�.IM' l7 Q M 1 1 • } ■ 1 i� NE. ( .,.1 a a �� N.0 }1��4 1 •'� f■ U q + °� _ 1•;ti • • i 1 • t R 9 s e5 S•. 1 Ll1'Ala �IH •/ '�- W 1+ ii' y 1 1•p is S ri. F. » • v N.E 101 `Y 4 R q - -( f YJ t C 1 f 1, 1•.4 3 C. i s A S C. { u W .i r• A • • CT 1 • = 11, s S R 7 • • 10�N t 14 / ).. t 1 f • ./ R 4I♦ 1+ , 1 11 10 9 S 7 H 1• N N It 1■ NI w. 1 = 1 r: s • ) ■ o � N.E. 10_ _ ' • . , � _ pz ■ 1 PROJECT � • a nra a t \' t , ■ u l W LOCATION 1419 61 x 1 1[ C 1 1 1■ 1 us1 ■ 1 t • I a t f <'•[ .a ? f ,f Z . . '1 M. Cr f OAFkK • ,• W • ' r` r' W HONEY DEW ELEMENTARY SCP00t, W r ) r W ! Sll M — 4 1 • f H " 1f N r ... 1 (p '• x � •'t } r• W t tat � N. ., w u w • nn " (P 4 n 1 nN N � • „- to u RaU to ,13 VI • ♦ 1 • f I• =f J Y 1' 1 i:' 1, I'll • ' I 1 C T Y OF R E N T O N L DEPARTMENT 01 ►U•U G WORKS 1 ! 1987 PRESIOEN75 PARK -��— 5TEEL WATER MAIN REPLACEMENT r 1 i 1 1 ___.�. _ Dur•xte e•+• �•V•{'1 rnR xo ••....r MO t ' 1 1 CNCC4(O •C.l. Pam'u` •r6P N.4�INt- 1T F1 T INSTRUCTIONS TO BIDDERS 1 . Sealed bids for this proposal will be received by the City of Renton at the office of the Renton City Clerk, Renton City Hall , until 2:30 o'clock p.m. , on the date specified in the Call for Bids. At this time the bids will be publicly opened and read, after which the bids will be considered and the award made as early as practicable. No proposal may be changed or withdrawn after the time set for receiving bids. Proposals shall be submitted on the forms attached hereto. 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 tha _ item as described in the specifications. 5. The bid price shall be stated in terms of the units indicated and as to a total amount. In the event of errors, the unit price bid will govern. Illegible figures will invalidate the bid. 6. The right is reserved to reject any and/or all bids and to waive 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 5% of the total amount of the bid shall accompany each bid proposal . Checks will be returned to unsuccessful bidders immediately following the decision as to award of contract. The check of the successful bidder will be returned provided he enters into a contract 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. B. All bid; must be self-explanatory. No oppertunity will be offered for oral explanation except as the City may request further information on particular points. 9• The bidder shall , upon request, furnish information to the City as to his financial and practical ability to satisfactorily perform the work, 10. Payment for this work will be made in Cash Warrants. .. Rev. 7/15/81 City of Renton Call for Bids 1987 Steel Water Main. Replacements in Presidents Park Sealed bids will be received until 2.30 p.m. , Wed. July 8. 1987 at the City Clerk's office and will be opened and publicly read in the 1th floor conference room, Renton Municipal Building, 200 Mill Ave. South. The work to be performei within 40 working days from the date of commencement under th,s contract shall include, but not be limited to: Furnish and install approximately 3305 lineal feet of 8" Ductile Iron Water main, Fire Hydrants, and Water Services together with all required appurtenances, and the 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 and specificaL.ons and form of contract documents may be obtained in the Public Works Department at the Renton Municipal Buildino, for a non-refundable fee of$ 25.00 each Set plus S 5.00 to cover postage, if mailed. 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. Maxine E. Motor, CITY CLERK Published: Record Chronicle: June 19 and 26, 1987 Acct. No 51226 Daily Journal of Commerce: June 17 and 24, 1987 r CERTIFICATION By PROPOSED CONTRACTOR, SUBCONTRACTOR AND SUPPLIER REGARDING EQUAL EMPLOYMENT OPPORTUNITY GRANT CJPfST,-JCT:^`; [mama o r - Project Nam* �— a •> .�+h Sz027 5327�J INSTRUCTIONS This certification is required pursuant to F&deral Executive Order 11246. The implementing rules and regulations provide that any bidder or prospective contractor, or any of Heir 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 al" compliance reports due under applicable instructions. The City has heretofore adopte2 Resolution I340 under date of June 2, 1980, amending ■ 'Fair Practices Policy,' as implemented by an -Affirmative Action Program" therein amendinq the policy of the City of Renton to promote and afford equal treatment and a*avlce to all citizens and to assure equal amployw. nt opportunity based on ability and fitness to all persons regardless of racer creed; color; ethnicity, national origin; sex; the presence of a non-job-related physical, sensory or mental handicap; ace or marital ■tatty. 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 Shen not apply to contracts or subcontracts for standard commercial suppliers or raw materials or firms or organizations with less than eight employee$ or contracts of less than $10,000 business per annum with the City. When the Contractor/Subcon- -actor/Supplier (hereinafter referred to as the Contractor) is required by the City of Renton to oubm. . an Affirmative Action Plan, the minimum acceptable precentage of minority employment will be that parcentage which is currently listed in 'Appendix i' (City of Renton Goals and Timetables) in the published City of Renton Affirmative Action Prnqram, i.e. 9,1%. This Program is availrble for review at the Municipal Building. The undersigned contractor therefore covenants, stipulates and agrees that during the performance of this contract be will not discriz.inate against any person in hiring, promoting, discharging, comnen- eating or any other term or condition of employment, by reason of such person's status, reference the (21) categories listed in par&. 2 above. Contractor further *greet that he will take affirmative and continuous action to insure full compliance with such policy and program in all respects; it being strictly understood and agreed that failure to comply with any of the terms 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 &*certain such compliance. Contractor father acknowledges that he has received a true and complete copy of the City's 'Fair Practices Policy.- Contract entl cation N r CERTIFICATION BY: CONTRACTOR or SUBCONTRACTOR or SUPPLIER NAME: GRANT CONSTR!;f.TION —�fCW�GiLhTTh!i:•:D ;.U:1: :i3 ADDRESS: ISSAOUAH.WA REPRESENTATIVES: �•t�as TITLE: V L(/W ez PRONE: �' /-S 6 S'.3'' -- 1. Contractor/Subcontractor/Supplier has p rticipatsd in a previous contract or subcontract subject to the Equal Opportunity Clause: ZF-Yes No 2. Compliance reports were required to be filed in connection with Such contract or subcontract: ... Yes _No 3. Contractor/Subcontractor/Supplier Las filed all compliance reports due under applicable L instructions: -Yes _NO •r 4. If answer to lies 3 is 'No', pleas* explain in detail on reverse side of this certification. CERTIFICATION: Th- information above is true and complete rto the best of my knowledge and belief. ame 4 Title or er,_ p ease type or print Signature —� ate • Reviewed by City Authority: Date: Ra,. 1/31/63 w CERTIFICATION OF EQUAL ENPLOYHENT 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 Reports. The bidder 1_, proposed subcontractor hereby certifies that he has has not L, participated in a previous contract or subcontract subject to the equal opportunity clause, as required by Executive Orders 10925, 11114 or 11246, and that he has _ C , has not 0 filed with the Joint Re the Director of the Office of Federal Contract Compliance. r Federal Goveting rnment contracting or administering agency, or the former President's Committee on Equal Employment Opportunity, all reports due under the applicable filing reyu- irments. _ATE 2853 ISSAQUAL,WA 9W27.5327 (Company) By: (Title) Date: "7- Note: The above certification is required by the Equal Emplolment Opportunity Regulation: of the Secretary of Labor (41 CFR 60-1.7 (b) (1) , and must be submitted by bidders and proposed subcontractors only in connection with cont- racts and subcontracts which are subject to the ecual opport,inity 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 Execut- ive Orders or their implementing regulations. Proposed prime contractors and subcontractors who have participated in a pre- vious contract or subcontract subject to the Executive Orders ani1 have not filed the required reports should notethat 41 CFR 60-1.7 (b) (1) 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 cr by the Director, Office of Federal Contract Compliance, U.S. Department of Labor. s Rev. 4/B3 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 OPERATED BY WOMEN) Contractor agrees that ha stall actively solicit the employment of minority group members. Contractor fur%her 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 thes, 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 "minority business" means a business at least fifty-one percent of which 16 owned by minority group members. Minority group members include, but are not limited to blacks, wome , native Americans, Orientals, Eskimos, Aleuts and Spanish Americans. The City will 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 o^ submission of a false certification shall render his bid nonresponsive. MINORITY BUSINESS ENTERPRISE CERTIFICATION GRANT CGNf',RXTAN 1420 N.W_ GILMAN ELVD. SUITE 2853 Certifies that: Name'oBidder (a) it (does) oas n 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• ❑ _ ❑ ~ 4. ❑ ❑ 5. ❑ ❑ Mr./Ms. 4il;� has been designated as the liaison officer for the administration of the minority business enterprise so program for this firm. r 0 - - CERTIFICATION OF BIDDERS AFFIRMATIVE ACTION 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 Affirmative Action Plan requirements because: "Average annual employment level js 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: _ Title 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. Lazo N. c _;s:,N bLve.suite zBs 7- ,f"—b 7 856A Company M /� Date Title OR F7 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: 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 ate BY: Title OREJ d) It is hereby certified that an Affirmative Action Plan will be supplied to the City of Renton within five (5) working days of riceipt of not4fication 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: - Titl ti Rev. 9/9/75 City of Benton Combined Alfidevlt L Cartif lotion Fora Won-Coll"Im.Ant1-Trust, end Minimum; Wage r (Non-Federal Aid) MCM-OOLLLS I OM AFFIDAVIT Bring duly sworn, deposes and says, that he Is the identical person who submitted the foregoing proposal w bid, and that such bid is genuine and not sham or col- 'usive Or made in the Interest or on bo9alf of any person hot therein named. and further, that the deponent has not directly Induced or solicited any other Bidder on the foregoing work or equipment To put In a sham bid, or any other person or corporation to refrain from bidding, and that deponent has not in any manner sought by collusion To secure to himself or to any other person any advantage over other Bidder or Bidders. AND CERTIFICATION RE: ASSIGNMENT OF ANTI-TRUST CLAIMS TO PUR.t10.SER r Vendor end purchaser recognize that In actual economic practice overcharges resulting from anti-trust violations are in fact usually borne by the purchaser. r. Thorsfors, vendor hereby assigns to purchaser any and all claims for such over- chsrgas as to goods and materials purchased in connection with this order or L.. contract, except as to overcharges resulting from anti-trust violations com- eoncing after the date of the bid. quotation. or other event establishing the price under this order or contract. In addition, vendor warrar's and represents ' that each of his suppliers and subcontractors shall assign any and oil such claims to purchaser, subject to the eforomentioned exception. AND MINIMUM 11110E AFFIDAVIT FORM I, the undersigned, having been duly sworn, deposed say and certify that in connection with 'rho performance of the work of this project, I will pay each �,. classification of laborer, workman, or mechanic employed in the performance of such work; not less than the prevailing rate of wage or not less than the minimum rate of wages as specified in the principal contract; that I have read the above and foregoing statement and certificate, know the contents thereof and the substance as set forth therein is true To my knowledge and belief. FOR: NON COLLUSION AFFIDAVIT, ASSIGNMENT OF ANTI-TRUST CLAIMS TO PURCHASER AND MINIMUM W.;E AFF'DAVIT Gt/- Y16 Nre of Project GRANT CONSTFUCTION- 142D N.W. GILMAN BLVD. S" E 265 i " 1goature of Author lied RePreeamtati ve of Bidder Subscribed and Swore to before ma on this day of 19 t . �fr f'J"ZN�p'`�t/�y 11M �5510N -•- tery le m eMflier � w gl,1,Q l�ti F .. 1 �z yyA ,ifN' r Am41111111111.011IM"FROM erican Casualty Company CNA of Reading, Pennsylvania CNA Plaza Chicago,Illinois 60685 BID BOND KNOW ALL MEN BY THESE PRESENTS:That we RICHARD E. GRANT dba GRANT CONSTRUCTION Principal, and AMERICAN CASUALLY COMPANY OF REAPING, PENNSYLVANIA, Surety, are held and firmly bound unto CITY OF RENTON Obligee, in the sum of FIVE PERCENT OF THE TOTAL AMOUNT BID--------------- Dollars($ ------- ) for the payment of which we bind ourselves,our legal representatives,successors and assigns.jointly and severally,firmly by these presents. WHEREAS,Principal has submitted or is about to submit a proposal to Obligee on a contract for 1987 STEEL WATERMAIN REPLACEMENT NOW, THEREFORE, if the said contract be awarded to Principal and Principal shall, within such time as may be specified, enter into the contract in writing and give such bond or bonds as may be specified in the bidding or contract documents with surety acceptable to Obligee;or if Principal shall fail to do so,pay to Obligee the damages which Obligee may suffer by reason of such failure not exceeding the penalty of this bond,then this obligation shall be void;otherwise to remain in full force and effect. Signed,sealed and dated JULY 8, 1987 RICHARD E. GRANT GRANT COP{5 CTI � 3 / (Se-1) Principal AMERICAN CASUALTY COM,°P,NY OF REDDING, PENNSYLVANIA by C Attorney-m-Facts STEVEN D. SNYER r i ilr 8-23054-B American Casualty Company of Reading, Pennsylvania CNA Fur A i the('om mitmenus You Make' off casichicapo,Illinois POWER OF ATTORNEY APPOINTING INDIVIDUAL ATTORNEY-IN-FACT know All Men by these Pressa t, That AMERICAN CASUALTY COMPANY OF READING. PENNSYLVANIA,a corporation duly organized and eustrog under the laws of the Commonwealth of Pennsylvania, and having its principal office in the City of Chicago. and State of Illinois,does hereby make.constitute snd appoint Steven D. Sdyer• Victoria B• McBride. James V. Keene Debbie Lindstrom. Individually of Seattle. Washington its true and lawful Attorney-m-Fact with full pow and authority hereby conferred to sign, Sul and execute in its behalf bonds. undertakings and other obligatory instruments of similar nature n Vr e�unf-5 - and to bind AMERICAN CASUALTY COMPANY OF READING,PENNSYLVANIA thereby as fully and 10 the some extent as it such instruments were signed by the duly authorized officers of AMERICAN CASUALTY COMPANY OF READING. PENNSYLVANIA and all the acts of sad Attorney. pursuant to the authority hereby given are hereby ratified and confirmed This Power of Attorney is made and executed pursuant to and by authority of the fo!lowing By-Law duly adopted by the Board of Directors of the Company "Article 111—Execution of Obligations and A9pointroint of Allorneyinl _ Section 2.Appointment of Atiorneydn-fact.The President or Vice President may.from time to time,appoint by written certificates attorneys. in fact to act in behalf of the Company in the execution of policies of insurance, bonds, undertakings and other obligatory Instruments of like nature Such attorneys-m-fact subject to the limitations set forth in their respective certificates 01 authority,shall have full power to bind the Company by their signature and execution of any such instruments and to attach In*seal of the Company thereto The President or any Vic! President or the Board of Directors may at any time revoke all power and authority previously given to any anornayimfact" This Power of Attorney is signed and sealed by facsimile under and by the authority of the following Resolution adopted by the Board of Directors of the Company at a meeting duly called and hold cn the I lth day of November. 1%6 "Resolved.that the signature of the President or a Vice President and the seal of the Company may be affixed by facsimile on any power of attorney granted pursuant to Section 2 of Article VI of the By Laws and the signature of the Secretary or an Assistant Secretary and the seal of file Company may be affixed by loscimue to any certificate of any such power and any power or certificate bearing such facsvode signatures and seal shall be valid and binding on the Company. Any such power so executed and sealed antl certified by certificate so executed and sealed shall with respect to any bond or undertaking to which it Is attached,continue to be valid and binding on the Company- In Wilt Whereof, AMERICAN CASUALTY COMPANY50&READING. PENNSYLVANIA&4b@W !hese presents to be signed by i Nice President and its corporal*seal to be hereto affixed this day of 19 iv ice CASUALTY COMPANY OFR°kDING. PENNSYLVANIA State of Illinois I �,tMar,r county of Cook I se J.E.Purtell Vice President. On this 5th day of Daeember 19-afi-, before me personally camr J f Purtil.to me known who hailF by me dulv sworn did depose and say that he resides:n the Village of Glenview. State o; Illinois that he a Vice-president of AMERICAN CASUALTY COMPANY OF READING. PENNSYLVANIA. the corporation described in the which executed the above instrument, that he knows the seal of old Corporation. that the seal affixed to the said instrument is such corporate seal: that it was so affixed pursuant to authority given by the Board of Directors of said corporation and that he signed his name thereto pursuant to like authority. and acknowledges same to be the act and dead of said corporation ,µw A koTawy ri .-- o reset O /�1 L L Lee lis A. Smith I Notary Public CERTIFICATE joy Commission Expires November 12. 1993 L M C Vonnahme. Assistant Ssc-stary,of AMERICAN CASUALTY COMPANY OF READING PENNSYLVANIA. do certify that the Power of Attorney herein above set forth is still In force, and further certify thift So;;gn 2 of Article VI of the By Law Jhe Company and the Resolution of the Board of Directors set forth In sal".er`of Attorney are still I rot In testimony whereof I have her subscribed my name and affixed the seal of the said Company this�day of_ 1 .rae,yx a �Ifj/ _ li M C. V me AsmsUnt Secretary. 023142 d R'V. NO. G-SM25.A y PROPOSAL r- I : TO THE CITY OF RENTON RENTON, WASHINGTON r Gentlemen: The undersigned hereby certify_ that he has examined the site of the proposed work and ham_ read and thoroughly understand 5 the plans, specifications and contract governing the work embraced in this improvement, i„ and the method by which payment will be made for said work, and hereby propose V 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 tend contract and the following schedule of rates r 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.) / Si9"turil GRA!,:7 C 4ST;"XTION Address 1420 N W.GILOAA K%D.WITZ 2853 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 w 1987 STEEL HATER MAIN REPLACEMENTS IN PRESIDENTS PARK SCHEDULE OF PRICES (NOTE: Unit prices for all items, all eztentions and total amount of bid must be show ;. Show unit prices in both words and figures and where conflict occurs the written or typed word. shall prevail.) ITEM APPROX. ITEM WITH UNIT PRICED BID UNIT PRICE AMOUNT NO. QUANTITY (Unit Prices to be Written in Words) 001_LARS CTS. DOLLARS T SCHEDULE "A" O1. 3305 8" Ductile Iron Pipe (Tyton Joint) Lineal Feet —.. .-..may er PFeet (Words) igures 02. 10 6" Ductile Iron Pipe (Tyton Joint) Lineal Feet Per L nea eet 03. 500 4" Ductile Iron Pipe (Tyton Joint) Lineal Feet Of Per Linetl Feet 04. 15 8" Gate Valve with Cast Iron Each Valve Box �l er ac 05. 4 6" Gate Valve with Cast Iron Each Valve Box n.: er ach 06. 3 4" Gate Valve with Cast Iron Each Valve Box lit r Per tach r07. 8 Standard Fire Hydrant Assembly Each ec 7-We, 4r�i =c`c;L /{.d.� �fpr (+., � •'1 CJ, •� er ach r Page - 1 1987 STEEL NATFR MAIN REPLACEMENTS IN PRESIDENTS PARK SCHEDULE OF PRICES (NOTE: Unit prices for all items, all extentions and total amount of bid must be shown. Show unit prices in both words and figures and where 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 T SCHEDULE "A" 08. 3 2" Permanent Blow-off Assembly Each @Ve v •/ �P Per ac Words) gures 09. 10 Cement Concrete for Thrust Blocking Cubic Yards r C er Cubtc ar s 10. 265 Asphalt Concrete for Pavement and Tons Driveway Patching er Tons 11. 500 5/8" Crushed Rock for Backfiil, Tons and Top Course er ons 12. 140 Remove and Replace Cement Concrete Trench Feet Driveway and Sidewalk r q 1^r ,�i /t i �r^ 7 Dom. ��K l•J. er renc eet 13. 2600 Remove and Replace Lawn Trench Feet <, ear rench Wet 14. 60 Remove and Replace Cement Concrete Lineal Feet Curb and Gutter er Linea eet y Page - 2 1967 STEEL WATER MAIN REPLACEMENTS IN PRESIDENTS PARK SCHEDULE OF PRICES (NOTE: Unit prices for all items, all estentlons 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. ITLM WITH UNIT PRICED BID UNIT PRICE AMOUNT NO. QUANTITY (Unit Prices to be Written in Words) DOLLARS CTS. DOLLARS CTS. SCHEDULE "A" 15. 1300 Bank Run Gravel for, Trench Backfill Tons � �e ce j ` ` 15 l Per ons (Words) (Figures) v . 16. 300 Top Soil Cubic Yards L. _ zz er ubic Y risLc s r 17. 31 Water Service Type I L Each Yz- o '/ � L i(C. er ac 18. 56 Water Service Type II Each Per Each 19. 1 Water Service Type II Each er ac 20. 1 Construction Staking and As-Built Lump Sum Notes and Drawings er Lump um 21. 6 Replace Existing Sanitary Sewer Each Clean-Outs w/ 48 inch Dia. Manhole nn// Per Each r Page - 3 1987 STEEL HATER MAIN REPLACEMENTS 1N PRESIDENTS PARK SCHEDULE OF PRICES (NOTE: Unit prices for all items, all estentions 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 N0. QUANTITY !Unit Prices to be Written in Words) DOLLARS CT$. DOLLARS TS. SCHEDULE "A" �5 Subtotal Schedule "A" r i - L 8.1% Sales Tax 1 Total Schedule "A" L I 6. fr L [% Page - 4 I SCHEDULE OF PRICES (Note. Unit prices for all lease, all extensions and total aaount of bad ant be shown. Shaw unit Prices in both words and figures and where conflict occurs the written at typed words shall peeved.) ITEM APPROX. ITEM WITH UNIT PRICED BID UNIT PRICE AMOUNT NO. I QilANTITY furLit Prices to be Written in Nozdxj DOLLARS CTS. DOLLARS CTS. THE ERSIGNED EI DER HERESY AGREES TO START CONSTRU ION WORK 0 THIS PROJECT, I AWARD HIM. NO LA ER THAN TEN (10) DAYS AFTER FINAL E ECUTICH AN TO CC MPLETE WITI IN WOLKING DAYS X TER STARTING CONSTRUCTION. DATID T ,,c/ M-„ THIS / DAY 01 198 ACKNOW.EDGEMENT OF RECEIPT OF ADDENDA. 00. DATE NO DATE NO DATE SIGNED l 2. / TITLE NAME OF COMPANY ADDRESS MSAQUAH, A 2 9a2 CITY/STATE/ZIP TELV.PHONE - 6 9 d' ITY OF RENTON STATE CONTR&CMIS BUSINESi LICENSE / LICENSE / - P r r GRANT CONSTRUCTION - UNDERGROUND UTILITY CONTRACTOR GRANTC '246P1 SUITE 2853. 1A20 N W. GILMAN BLVD. 1SSAOJAN.WA 918027 1206 226 0418 r i L C August 21, 1987 Mr . Dave Tibbot City of Renton C 200 Mill Ave. So. Renton, Wa. 98055 rr- Dear Dave, ` Listed below are the signatures of the only parties to _ Le signing contracts , change orders and other important documents . 1 Joan L G fi Richard E. Grant Sincerely , Richard E. Grant V r ' BOND #7021948 r BOND TO THE CITY OF RENTON KNOW ALL MEN BY THESE PRESENTS: That we, the undersigned! GRANT CONSTRUCTION as principal , and AMERICAN CASUALTY COMPANY OF READING. PENN, corporation organized and existing under the laws of the State of PENN as a surety corporation, and qualified under the laws of the State of Washington to become surety upon bonds of contractors with municipal corporations, as surety are jointly and severally held and firmly bound to the City of Renton in the penal sum of $ 169,821.69 ---------- for the payment of which sum on demand we bind our- selves and our successors, heirs, administrators or personal representatives, as the case may be. 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&;Z Nevertheless, the conditions of the above obligation are such that: r WHEREAS, under and pursuant to O W nance (or Resolution) No. 2295 providing for U 1987 PRESIDENTS PARK STF171 WAT R AIN RFPIAfF F(FNNT W_ATFR PRn.lf,-.T rsoln _ 10 which contract is referred to herein and is made a part hereof as though attached hereto) , and t WHEREAS, the said principal has accepted, or is 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, 1HEREFORE, if the said GRANT CONSTRUCTION shall faithfully perform all of the provisions of said contract in the manner and within the time therein set forth, or within such extensions of time as may be granted under said contract, and shall pay all laborers, mechanics, subcontractors and materialmen, and all persons who shall supply said principal or subcontractors with provisions and supplies for the carrying on of said work, and shall hold said City of Renton harmless from any loss or damage occasioned to any person or property by reason of any care- lessness or negligence on the part of said principal , or any su:contractor 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; but other- wise it shall be and remain in full force and effect. i GRANT C N° BY: i AMERI PENN. .. By: / v �✓r//�/i�i1/fir DEBBIE LINDSTROt, ATTORNEY-IN-FACT Revised: 8/16/83 American Casualty Company . M Reading, Pennsylvania CNA For All Ihv('ommnrm�nte'.ou Make' OfflseslChicago,Illinois POWER OF ATTORNEY APPOINTING INDIVIDUAL ATTORNEY-IN-FACT Know All Men by these Presents, That AMFRICAN CASUALTY COMPANY OF READING.PENNSYLVANIA.a corporation duty organized and existing under the laws of the Commonwealth of Pennsylvania, and having its principal office in the City of Chicago, and State of Illinois,does hereby make,constitute and appoint Steven D. Snver Victoria B. McBride. James V. Keene Debbie Lindstrom. Individually Of Seattle, Washington its true ano lawful Attorney-m-Fact with full power and authority hereby conferred to sign,seal and execute in its behalf bonds, undertakings and other obligatory instruments of similar nature - In Unlimited Amaun s - and to bind AMERICAN CASUALTY COMPANY OF READING,PENNSYLVANIA thereby as fully and to the same extent as it such instruments were signed by the duly authorized officers of AMERICAN CASUALTY COMPANY OF READING, PENNSYLVANIA and all the acts of said Attorney, pursuant to the authority hereby given are hereby ratified and confirmed. This Power of Attorney is made and executed pursuant to and by authority of the following By-Law duly adopted by the Board of Directors of the Company "Article VI-Execution of Obligations and Appointment of Attorney-in-Fact Section 2.Appointment of Attorney-on-fact The President or Vice President may.from time to time.appoint by written certificates attorneys. in fact to act in behalf of the Company in the execution of policies of insurance,bonds, undertakings and other obligatory instruments of like nature. Such attorneys-in-tact,subject to the limitations set forth in their respective Certificates of authority,shall have full power to bind the Company by their signature and execution of any such instruments and to attach the seal of the Company thereto.The President or any Vice President or the Board of Directors may at any time revoke all power and authority previously given to any attorneyim fact." This Power of Attorney is signed and sr3led by facsimile under and by the authority of the following Resolution adopted by the Board of Directors of the Company at a meeting duly called and held on the 111h day of November, 1966 "Resolved,that the signature of the President or a Vice President and the seal of the Company may be affixed by facsimile on any power of at granted pursuant to Section 2 of Article VI of the By-Laws. and the signature of the Secretary or an Assistant Secretary and the seal of the Company may be affixed by tassimile to any certificate of any such power, and any power or certificate bearing such facsimile signatures and seat shall be valid and binding on the Company.Any such power so executed and sealed and certified by certificate so executed and se tiod shall.with respect to any bond or undertaking to which it is attached,continue to be valid and binding on the Company." In Witness Whereof, AMERICAN CASUALTY COMPANY5q�,READING. PENNSYLVANIA&gb@ft%r)hese presents to be signed by I1se¢e President and its corporate seal to be hereto affixed this day of 19 AMERICAN CASUALTY COMPANY OF READING, PENNSYLVANIA State of Illinois I County of Cook I as , m: * e � J. E. Purtell Vile President. On this 5th day ut December 19-86- before me personally came J. E. Purtell to me known who being by me duly sworn, did depose and say that he resides in the Village of Glenview.State of Illinois. that he is a Vice President of AMERICAN CASUALTY COMPANY OF READING. PENNSYLVANIA, the corporation described in the which executed the above instrument. that he knows the seal of said Corporation, that the seal affixed to the said instrument is such corporate seal. that it was so affixed pursuant to authority ggiven by the Board of Directors of Said corporation and that he signed his name thereto pursuant to like authority and acknowledges same to be the act and deed of said corporation. A norAwy � �� a Leslie A.Smith Notary Public. CERTIFICATF Vq Commission Expires November 12. 1990 I, tit C. Vonnahme. Assistant Secretary of AMERICAN CASUALTY COMPANY OF READING PENNSYLVANIA, do certify that the Power of Attorney herein above set forth is stiff in force,and further certify that Section 2 of Article VI of the By Laws of the Company and the Resolution of the Board of Directors,set forth in said Power of Attorney are still in force. In testimony whereof I have hereunto subscribed my name and affixed the seal of the said Company this— day of M. C.V me Assistant Secretary a.23742-0 IN . NO. G 56625-A ,t r Leaf. I t.13_:13CirZ2Yr2•l.LIII.LZII1�3L��S312 32 Z.2 L=3!LitII CZII_.II -3_SIIL'1II=3 C , DEPARTMENT OF LABOR AND INDUSTRIES p r THIS CERTIFIES THAT THE PERSON NAMED HEREON IS REGISTERED AS PROVIDED BY LAW AS A p i r p CONST CONT GENERAL . REGISTRATION NUWER EAMATa DATF b STATE OF WASHINGTON 401 6RANTCs246P1 10/21/87 u a GRANT CONST kn 12901 172ND S E 1T.V� NENTON rA 94656 C t+!Ati aLS IIZ1IIr—T+'__a_ _ . . • U.RT6-StlNtl - IIf:2Jt]:7II LSi L"7II�3iSIRg i23i[-2 s.>.'-eII.CC=r1II�s�_ G W r 1937 G 6.'16 V CAh CLEMENTS A« 540. 00 12901 172ND. Sc „ ,• r GRLh'. C3',eTQUCT:ON Lc;,TON wL 9d�'5e ISSUE DATE IMMlDO'YYI 8/1"7 PRODUCER THz ICATE IS ISSUED AS A MATTER OF EIIORMATION ONLY AND CONFERS NOPON THE CERTIFICATE HOLDER.THIS CERTIPICATE DOES NOT AMEND, Dan B. H a u f f & Associates EX ^LTER THE COVERAGE AFFORDED aV THIS►OI.ICl1 MOW 1501 Fourth Avenue, Suite 2210 COMPANIES AFFORDING COVERAGE Seattle, WA 98101 � ranspor a on nsuranc—ego. — (206) 292-9500 on nen a asua ty o. L� r -- Richard E. Grant dba C RNY C Grant Construction Co. and _ Richtrd E. Grant, Individually CgAPNY p 1420 N.E. Gilman Blvd. , Suite 285 LETTER_ -. Issaquah, WA 98027-5327 ANY THIS IS TO CERTIFY THAT POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIODRIOICATBD. FICATE MAY BE TISSUEDTOR MAY ANY PERTAIN,THE INNSUMNCE AFFORDED BY THE POLICIES DESCRIBED HERE'"ISENT TERM OR CONDITION OF ANY CONTRACT OR OTHER U SUBJNT ECT TO TOTH�ALI�HE TERMS,EXCLUSIONCT TO W THIS S,AND CONDH TIONS OF SUCH POLICIES. _ - POLICY EFHCTM POLICY ExRM M LIABILITY LIMITS IN THOUSANDS LT Go TYPE OF INSUCE RAN POLICY NUMBER 6 n IMWDO'I'YI OAIE I%1M4XVYYI CURPHNCE 'AGGREGATE GENERAL LIABILITY IrTOAV HNRY $ $ X COMPREHENSIVE FORM X PREMLSESIOPERATIOFS $ PROPERTY E%PLOSIOI,S COLLAPSE HAIAPO 5 00574231 1 /1 /8 7 1 /1 /88 OAMAG` $ X PRODUCTSICOAW.ETED OPERATIONS "'DI X CONTRACTUAL ME, $ 1 ,OCO $ 1 ,000 X INDEPENDENT CONTRACTORS X BROAD TOM PROPERTY DAMAGE PERSONAL INJUP DDD X PERSONAL IruuRv wTOYWLE LWNITV M $ X ANY AUTO ALL OWNED AUTOS(PRIV PAS,I Itufty MAr ALL OWNED AUTOS(ORPT� ) I Nln $ B XHIRED AUTOS 9 00314926 l /l /87 1 /1 /88 PROPERY DAMAGE $ X WWOWNED AUTOS GARAGE LIM ITY &a ro j COANMNED $ EXCESS LIABILITY UMBRELLA FORM COMBINED $ $ OTH,R THAN UMBRE'LA FORMA ___-- ____-_ — - STATUTORY WORKERS COMPENSATION I REACH ACCK-NTI AND $ (DISEASE POLICY LIMIT) EMPLOYERS'LIABILITY _ $ (WASE-[ACHEAMLOYEfl OTHER _ _ DESCRIPTION OF OPERA INSILIOCA'gNSNEHICLESISPECIAL ITEMS Re : City of Renton - Water Project #W910 - The Certificate Holder below is named as additional Insured as respect the operations of the Named Insured within one terms and conditions of the SHOULD ANY OF THC ABOVE DESCRIBED POLICIES B.. CANCELLED BEFORE THE 1%- City of Renton PIRATION DATE THEREOF, THE ISSUING COMPANY V ILL ENDEAVOP TO 200 Mill Avenue South MALL } DAYS W N NOTICE TO THE CERTIF CATE HOLDER NAMED TO THE RUT ALURE NDT1..�&Wl rPOBE NO OBLIGATI)"OR LM&UlY Renton , WA 98055 ANr ANr - SENTATIVEs.-_ -- iIOR - DA & ATES ...,. 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 acceptance of the Contractor's bid and signing of this agreement, consists of the following documents, all of which are component parts of said Contract and as fully a part thereof as if herein sec out in full , and if not attached, as if hereto attached. a) This Agrewnent b) Instruction to Bidder; c) Bid Proposal d) Specifications e) Maps & Plans f) Bid g) Advertisement for Bids h) Special Provisions, if any i) Technical Specifications, if any 3. If the Contractor refuses or fairs to prosecute the work or any part thereof, with stch 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 recei, er shall be appointed nn account o` the Contractor's insolvency, or if he or any of his Rev. 4/83 1of7 CONTRACTS OTHER THAN FEDERAL-AID FHWA , THIS AGREEMENT, made and entered into this /1111 day of 2�.,4&z -.47 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 . U working days from date of commencement hereof as required by the contract, of which this agreement is a compiment part) perform all the work and services required to be performed, and provide and furnish all of the labor, materials, appliances, machines, tools, equipment, utility and transportation services necessary to perform the Contract, and shall complete the construction and installation work in a workmanlike manner, in conoection wit) the City's Project (identified as No. W-910 for improvement by constr,:ction and installation of: 1987 PRESIDENTS PAR': STEEL WATERMAIN REPLACENES! 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 r further agreed and stipulated that all of said labor, materials, appliances, machines, tools, equipment and services shall be furnished r 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 apply for or on account of any patented or un • patented invention, process, article or appliance manufactured for use in the periormance 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 Cit, in connection with such litigation. Furthermore, Contractor agrees to pay all costs, expenses and reasonable attorney's fees that may be incurred or paid by City in the enforcement of any of the covenants, provisions and agreements hereunder. 6) Any notice from one party to the other party under the Contract shall be in writing and shall be dated anc signed by the party giving such notice or by its duly authorized representative of such party. Any such Contracts Other Than Federal-Aid FHWA 3 of 7 R subcontractors should violate any of the provisions of this Contract, the City may then serve written notice upon him and his surety of its intention to terminate the Contract, and unless within ten (10) days '. after the serving of such notice, such violation or non-compliance of any provision of the Contract shall cease and satisfactory arrangement for the correction thereof be made, this Contract, shall , upon the expiration of said ten ()0) 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 s,j:h notice of termination does not perform the Contract or does not commence performance thereof within thirty (30) days from the date of serving such notice, the City itself may take f 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 L. 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 w 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. r M 6of7 Contracts Other Than Federal-Aid FHWA obligated to take immediate steps to correct and remedy any such defect, fault or breach at the sole cost and expense of Contractor. 9) The Contractor and each subcontractor, if any, shall submit to the City such schedules of quantities and costs, progress schedules, pay- rolls, reports, estimates, records and miscellaneous data pertaining to the Contract as may be requested by the City from time to time. 10) The Contractor shall furnish a surety bond or bonds as security for the faithful performance of the Contract, including the payment of all persons and firms performing labor on the construction project under this Contract or furnishing materials in connection with this Contract; 6W 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 L duly licensed as a surety in the State of Washington. r k 11 ) The total amount of this Contract is the sum o.` _$169,821.69 One Hundred Dollars and 69/100 Sixty-nine Thousand Fight Hundred Twenty-one , which includes Washington State Sales Tax. Payments will be made to Contractor as specifie: in the "Special Provisions" of this Contract. Rev. 4/83 5 of 7 Contracts Other Than Federal-Aid FHWA notice as heretofore specified shall be given by personal delivery thereof or by depositing same in the United States mail , postage prepaid, certified or registered mail . 7) The Contractor shall commence performance of the Contract no later than 10 calendar days after Contract final execution, and shall complete the full performance of the Contract not later than 40 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 $210.00 (Section 1-08.9) 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 this Contr,. :t 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 aopear 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 r r t 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. CONCTOR CITY OF RENTON rest ent artner wner Mayor ^� ATTEST- 0 t ecratary City Clerk Cd/b/a CraWt_ , rm Nam, Individual` Partnership Corporation A Corporation te o Sta Incorporation 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. V INSTRUCTIONS FOR FILING EMPLOYMENT UTILIZATION REPORT (CITY OF RENTON) The Employment Utilization Report is to be completed by each subject 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 designated trade for the entire reporting period. The prime contractor shall submit a report for its 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 Agency . . . . . . . . . . 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 x . number of hours worked ty each *minority grou? 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). A„ 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. . _tal Number of Minority � . Employees . . . . . . . . . . . . Number of minority employees working in contractor's aggregate work force during reporting period. yN 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 r0 and Pacif;c Islanders - both men and women. ed 0 CONTRACTOR/SUBCONTRACTOR Y 1 G�� REPORTING PERIOD MONTHLY MANPOWER UTILIZATION REPORT :�j .} ` Month: Year: I To be submitted to the City's Project ,p Goals and Timetables as committed Engineer during the let week of following in Contractor's Affirmative month while contract is in progress. Pri-e N1 Action Plan % Contractor is responsible for obtaining and submittingall subcontractor Reports, ass per City's Plan 9.1 �a To: (Mass and location of Coepllu,ce Agency Dept.) From: (Naas and location of contractor) L 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. f, 4, b. 1. 3. 5. f mino- Total rotal work Hours of Employment (See footnote) number mber umber of or Classi a. . • c. • . • • v/h of m!norl Emply. a• His- A20r. Asian/ Total total L , Trade rice- Total Black San Peclllc pe- Employ- eea Company's Name (I.D.) tions Dtnic Ia7and .ale w/h eea C An Tr An 1 Tr An Tr r An TT C Tr An An Tr 7. Cc:pwv Officials ignatura an Titt . Date Signed 9• Telephone t:umb-r 1'nclude Area Code) Rev. 11/77 (*Males & Females, **Minorities & Non-minorities) Page of 7/80 (Submittal Requirements & City's Goals/Timetables) — REQUIREMENTS FOR THE PREVENTION OF ENVIRONMENTAL POLLUT�ERPATION Of PUBLIC NATURAL—MgMCES In accordance wi'h 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 foliow- ing laws , ordinances , and resolutions : Kin Count Ordinance No. IS27 requires Building and Land eve opmeH ivision an y raulic:s Division review of grading and filling permits and unclassif:.ed use permits in flood hazard areas . Resolution No. 3e2°i0 establishes storm drain design standards to be incorporated into project design stand- ards to be incorporated into project design by Engineering Ser✓ices . Reivew by Hydraulics Division. Kin Count Ordinance No. 800, No. 900 No. 1006 and Resolution o. o. o. o. an o . 1 contained in King County Code Titles 8 and lU are provisions tor 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. Pu et Sound Air Pollution Control A enc Re uI tion I : A regu- a non to con the emission o air contaminanom all scurcc:s within the jurisdiction cf the Puget Sound Air Pollution Control Agency (King, Pierce, Snohomish, and Kitsaa Counties) in accordance with the Washington Clean Air Act, R.C.ty. 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 to ensure tFie purity of all water of the State consistent with public health and public enjoyment thereof, the propagation and protecting of wildlife , birds , game, fish, and other aquatic life , and the industrial development of the State , and 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 $5 .000/day for each vio ation. R.C.W. 70. 95: Establishes uniform statewide program for handling so i 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 C at a solid waste disposal site for which there is a valid permit. WASHINGTON STATE. DEPARTMEN, OF NATURAL RESOURCES R.C.W. 76. 04 . 370 : Provides for abatement of additional fire haz- ard (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 suppression or C abatement of ro—rest 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 rig t-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 other 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, gravestone , and earth from borrow pits) which provide for fees and permits , plan or operation, reclamation plan, bonding , and inspection of operations. ti W.A.C. 332-18 : Delineates all requirements for surf-ce mined Tangy FecTamation. W.A.C. 332-24: Codifies requirements of R.C.W. 76.04 pertaining to an c earing and burning. -� U. S. ARMY CORPS OF ENGINEERS Section 1 of the River and Harbor Act of June 13 1^02 : Author- izes Secretary o Army an Corps o Engineers to issue permits to any persons or corporation desiring to improve any navigable river at their ( -:r ixpense and risk upon approval of the plans and specificatio; . Section 404 of the Federal Water Pollution Control Act (PL92-500 86 tat�Sf ut orizes t o ecretary o t e Army, acting t roug t e orps 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 bees and fishery areas and wildlife or recreational areas . MISCELLANEOUS FEDERAL LEGISLATION Section 13 of the River and Harbor Act a raved March 3, 1899 : rov�rTs that discharge o refuse wit out a permit into gable 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 ► PERMITS REQUIRED FOR THE PROJECT ARE AS FOLLOWS: KING COUNTY BUILDINC AND LAND DEVELOPMENT DIVISION w< King Count Resolution No. 257F9 requires an unclassified use permit or i ing, 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 Management Act 1971 requires a permit for construction on Late sToie.ines. �e-rmit acquired by Public Works and reviewed by Building and Land Development Division. _,K._i._n_$�.�Count Ordinance No. 1488 requires permit for grading , land 1111s, grave pits , .--npzng , quarrying and mining operations M, except on County right-- f-way. Review by Building and Land Develop- ment Division. WASHINGTON STATE DEPARTMENT OF FISHERIES AND GAMIE Cha ter 112 Laws of 1949: Requires hydraulics permit on certain protects. ing ounty Department of Public Works will obtain. ) WASHINGTON STATE DEPARTMENT OF ECOLOGY W.A.C. 173-220: Requires a National Pollutant Discharge Elimination ystem il 'f 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 State 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 rimed by tfie 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: Require Perm.Lt to construct storage dam. W.A.C. 508-60: Requires permit to construct in S•- flood contro xTjie. King County Pub' Works secures of for design. Contractur secures one for his aeration (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 for all fires except or small outdoor fires for recreational pu:poses or yard debris disposal. Also the Department of Natura` 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 timber. R.C.W. 76. 08 . 1 Operating permit required before operating power equipment in dead or dowai timber. R.C.W. 78.44. 080: Requires permit for any surface mining opera- tion (including sand, gravel, stone, and earth from borrow pits) . UNITED STATES ARMY CORPS OF ENGINEERS CSection 10 of River and Harbor Act of March 3 1899 : Requires permit for construction (other than ri ges , see U. S. Coast r. Guard administered permits) on navigable waters (King County V Department of Public Works will obtain) . FIRE PROTECTION DISTRICT R.C.W. 52. 28 . 010 52. 28 . 020 52 . 28 . 030 , 52 . 28 .040, 52 . 28 . 050: Piovi es aut ority for, requirements of, and pena ties for failure to secure a fire permit for building ar open fire within a fire protection district. UNITED STALES COAST GUARD Section 9 of River and Harbor Act of March 3 1899 General Brid e Act of LR , an GeneralBridge Act o as amen e u us•. Requires a permit or construction o bridge on n aviga 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- mentione-I permit: Section 4(f) of Department of Transportation Act , National Environmental Policy Act of 1969, Water Quality Improvement Act of 1970. PUGET SOUND AIR POLLarION CONTROL AGENCY Section 9.02(d) (2) (iii) of Regulation 1 : Request for verifica- tion oF p-opuTatlon ensity. Contractor should be sure his opera- tions are in compliance with Regulation I , particularly Section 9.02 (outdoor fires) , Section 9. 04 (particulate matter- -dust) , and Section 9. 15 (preventing particulate matter from becoming airborne) . -4- is PERMITS REQUIRFD FOR THE PROJECT Continued " ENVIRONMENTAL PROTECTION AGENCY Title 40, Chapter Ic Part 61 : Requires that the Environmental M Poiection gency a note ie 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 inspection at the Office of the Director of Public f' Works, 900 King rjunty Administration Building, Seattle, L Washington, 98104 . It shall be the responsibility of the Con- tractor to fam liarize himself with all requirements therein. All &.:sts restlting therefrom shall be included in the Bid Prices and no additional compensation shall be made. CAll permits will be available at constructf.on site . r -5- I{�s f+ HWY—R32320—AA PREVAILING MINIMUM HOUkLY WAGE RATES JUNE 05, 1917 OCCUPATION: FLAGGERS LOCATION: CLALLAM, GRAYS HARBOR, ISLAND, JEFFERSCN, KING, KITSAP, LEWIS, r MASON, PACIFIC (NORTH OF WAHKIAKUM COUNTY NORTHERN BOUNDARY IY EXTENDED DUE WEST TO THE PACIFIC OCEAN) , PIERCE, SKAGIT, SNOHOMISH, THURoTON, WHATCOM COUNTIEc , AND YAKIAA COUNTY ( THAT PORTION LYING WEST OF THE 120TH MERIDIAN) . FRINGE BENEFITS TOTAL HOURLY BENEFITS 3.43 $/HR. WAGE RATES OCCUPATION OCCUPATION STATE CODE DESCRIPTION RATE 260-0010 FLIGGER 10_ 78 260-0020 FLAGMEN OTHER 260-0000 STATE : OVERTIME—ALL HOURS IN EXCESS OF 8 HOURS PER DAY OR 40 HOURS PER WEEK SHALL 8F PAID AT CNE AND ONE—HALF TIMES THE REGULAR RATE OF PAY. Zb0-90LO STATE : OVERTIME — ALL HOURS WORKED IN EXCESS OF 8 HOURS PER DAY UR 40 HOURS PER WEEK SHAI.L 8E PAID AT ONE AND ONE HALF TIMES THE REGULA3 RATE OF PAY. 1987 PRESIDENTS PARK STEEL WATER MAIN REPLACEMENT r PAGE I �i HWY-R32320-AA PREVAILING MINIMUM HOURLY WAGE RATES JUNE )5, t087 OCCUPATION: LABORERS LOCATION : CLALLAM, GRAYS HARBOR, ISLAND, JEFFERSON, KING, KITSAP, LEWIS, MASON, PACIFIC )NORTH OF WAHKIAKUM COUNTY NORTHERN 80UNDARY EXTENDED JUE WEST TO THE PACIFIC UCEANI , PIERCE, SKAGIT, SNOHOMISH, THURSTON AND WHATCOM COUNTIES. FRINGE BENEFITS HEALTH AND WELFARE 1.75 V HR. PENSION 1.55 f/HR. TRAINING FUND . 13 $/HR. WAGE RATES I.. L OCCUPATION OCCUPATION STATE CODE DESCRIPTION RATE LGROUP 1 350-2100 WINDOW CLEANER 8.46 L GROUP 2 P" 350-0090 BATCH WEIGHMAN 10. 78 350-0460 CRUSHER FEEDER 1 .78 350-1260 PILOT CAR 10.78 350-1810 TCOLROOM MAN (AT JOB SITE$ 10.78 GROUP 3 350-0080 BALLAST REGULATOR MACHINE 15. 21 350-0240 CARPENTER TENDER 15.21 350-0270 CEMENT FINISHER TENDER 15.21 350-0310 CHIPPER 15.21 350-0340 CHUCK TENDER 15.21 350-0350 CLEAN-UP LABORER 15.21 350-0390 CONCRETE FORM STRIPPER 15.21 350-0470 CURING CCNCRETE 15.21 350-0520 OEMOLITICN, WRECKIN AND MOVING ( INCL. 15.21 CHARRED MATERIALS) 350-0710 EPDXY TECHNICIAN 15.21 350-0810 GABION BASKET BUILDER 15. 21 350-0820 GENERAL LA80RER 15.21 350-0860 GRINDERS 15.2, 350-1370 POT TENDER 15.21 198 ( PRESIUENTS PARK STEEL WATER MAIN REPLACEMENT .. PAGE 2 :.. F MNV-R32320-AA PREVAILING MINIMUM HOURLY NAGS RATES JUNE 05, 19R' OCCUPATION. LABORERS LOCATION: CLALLAM, GRAYS HARBOR, ISLAND, JEFFERSON, KING, KITSAR, LEWIS, t, MASON, PACIFIC (NORTH OF WAHKIAKUM COUNTY NORTHERN BOUNDAkY EXTENDED DUE WEST TO THE PACIFIC OCEANI , PIERCE. SKAiIT, SNOHOMISH, THURSTON AND WHATCOM COUNTIES. WAGE RATES OCCUPATION OCCUPATION STATE CODE DESCRIPTION RATE p GROUP 3 350-1390 POWDERMAN HELPER 15.21 350-1765 STAKE HOPPER 15.21 350-1880 TOPMAN - TAILMAN 15.21 350-1940 TUGGER OPERATOR 15.21 b 350-2030 VIBRATING SCREED (AIR, GAS OR ELECTRIC ) 15.21 GROUP 4 350-0050 ASPHALT RAKER L5.69 350-0250 CEMENT DUMPER - PAVING 15.69 ,. 350-0420 CONCRETE SAW OPERATOR 15.o9 1. 350-0650 DRILLER - WAGON AND AIR TRACK OPERATOR 15.59 350-0720 FALLER AND BUCKER - CHAIN SAW 15.59 350-0840 GRADE CHECKER AND TRANSIT MAN 15.69 350-0950 HIGH SCALER 15.59 350-0980 JACKHAMMER 15.69 350-1090 MANHOLE BUILDER 15.69 350-1200 NOZZLEMAN (CONCRETE PUMP, GREEN CUTTER WHEN 15.69 USING COMBINATION OF HIGH PRESSURE AIR ANU WATER CN CONCRETE AND ROCK, SANDBLAST, GUNNITE, SHOTCRETEI WATER BLASTER 350-1256 PAVEMENT BREAKER 15.69 350-1315 PIPE RELINER (NOT INSERT TYPE ) 15.69 350-1280 PIPELAYER AND CAULKER 15.69 350-1485 RAILROAD SPIKE PULLER ( POWER) 15.69 350-1753 SPREADER (CONCRETE) 15.69 350-1750 SPREADER - CLARY POWER OR SIMILAR TYPES :�) .69 350-1840 TAMPER (MLLTIPLE AND SEL= PROPELLEC) 15.69 350-1820 TAMPER AND SIMILAR ELECf.tIC, AIR AND GAS 15.09 OPERATED TOOLS 350-1865 TIMBERMAN - SEWER (LAGGER, SHORER, G CRIBBER) 15.69 350-1905 TRACK LINER (POWER ) 15. 59 r 1987 PRESIDENTS PARK STEEL WATER MAIN ,., REPLACEMENT PAGE 3 V w f h E HWY-R3232D-AA PREVAILING MINIMUM HOJRLY WAGE RATES JUNE 05, 1%87 1» UCCUPATION: LABORERS I , LOCATION: CL4LLAM, GRAYS HARBOR, ISLAND, JEFFERSON, KING, KITSAP, LCWIS, MASON, PACIFIC (NORTH OF WAHKIAKUM COUNTY NORTHERN BOUNDARY ' EXTENDED DUE HEST TO THE PACIFIC OCEAN ) , PIERCE, SKAGIT, SNOHOMISH# THURSTON AND WHATCOM COUNTIES. rw WAGE RATES OCCUPATION OCCUPATION STATE CODE DFSCRIPTION RATE !+ GROUP 4 1 . 350-2000 VIBRATOR 15.69 353-2090 HELL-POINT MAN 15.69 GROUP 5 350-0200 CAISSON WCRKER 16.05 350-1110 MINER 16.35 i 350--1380 POWDERMAN 16. 15 W 350-1500 RE-TIMBERMAN 16.05 350-2070 «eLDER 16.05 OTHER w 350-9010 STATE : EFFECTIVE 12/l/84 DELETE THE CLASSIFI- CATION OF GLEANING LABORER FROM GRCUP I AND ADD IT TC GROUP 3. 350-9355 STATE : OVERTIME: ALL HOURS IN EXCESS OF 4 HOURS PER DAY OR 40 HOURS PER WEEK , ACPJOAY THROUGH FRIDAY, AND ALL HOURS 'WORKED uN SAT- UROAYS ( EXCEPT A MAKE-UP OAYI SHALL BE PAID AT ONE AND ONE-HALF TIMES THE REGULAR RATE OF PAY. ALL HOURS WORKED ON SUNDAYS AND HCLI- _ DAYS SHALL BE PAID AT DCUDLE THE REGULAR RATE 350-9356 OVERTIME: RATE OF PAY. A MAKE-UP DAY MAY BE WORKED ON SATURDAY AT STRAIGHT TIME IF WORK IS LOST DUE TO 'WEATHER CONDITIONS. WORKING FOREMAN: 50 CENTS PER HOUR ABOVE THE HIGHEST CLASSIFICATION SUPERVISED r 1987 PRESIDENTS PARK STEEL WATER MAIN REPLACEMENT i PAGE 4 7 r .r HWY-R32320-AA PREVAILING MINIMUM HOURLY WAGE RATES JUNE )5, 1987 t. OCCUPATIUN: LABORERS LOCATION: CLALLAM, GRAYS HARBOR, ISLAND, JEFFERSON, KING, KITSAP9 LEWIS, ,e MASON, PACIFIC (NORTH OF WAHKIAKUM COUNTY NORTHERN BOUNDARY EXTENDED DUE WEST TO THE PACIFIC OCEAN ) , PIERCE, SKA11T, SNOHOMISH, THURSTON AND WHATCOM CUUNTIES. OTHER r i . 350-9360 STATE : HCL13AYS - NEW YEARS DAY, MEMORIAL DAY, 4TH OF JULY, LABOR JAY , THANKSGIVING DAY, FRICAY AND SATURDAY AFTER THANKSGIVING, �.. DAY AND CHRISTMAS DAY. L. t.. 1987 PRESIDENTS PARK STEEL WATER MAIN 'LACEMENT `' ?AGE 5 IYl HMY-R32320-AA PREVAILING MlijIMUM HJ'JRLY WAGE RATES JUNE 15, 1947 JCCUPATION: LANDSCAPE CCASTRUCTION LOCATION: KING# KITSAP# PIERCE AND SNOHOMISH CCUNTIES. FRINGE BENEFITS TOTAL HOURLY BENEFITS - LANDSCAPE 3.33 S/HR. LABORER TOTAL HOURLY BENEFITS - LANDSCAPE 3.25 $/HR. PLUMBER TOTAL HOURLY BENEFITS - LANDSCAPE 3.95 I/HR. r EQUIPMENT OPERATOR WAGE RATES OCCUPATION OCCUPATION STATE CODE DESCRIPTION RATE 310-0030 IRRIGATION AND LANDSCAPE PLUMBERS 10.62 370-0050 1RRIGAT[CN AND LANDSCAPE POWER EQUIPMENT 11. 18 OPERATORS 370-0010 LANDSCAPING OR PLANTING LABORERS 8.46 1937 PRESIDENTS PARK STEEL WATER MAIN REPLACEMENT .. PAGE 6 w � + HWY—R32320—AA PREVAILING, MINIMUM HOJRLY WAGE RATES JUKE 05, 198- COCCUPATION: POWEk EQUIPMENT OPERATORS J LOCATION: CLALLAM, GRAYS HARBOR, ISLAND, JEFFERSON, KING, KITSAP, LcWIS, MASON, PACIFIC (NORTH OF WAHKIAKUM CCUNTY NORTHERN BOUNDARY EXTENDED DUE WEST TO THE PACIFIC OCEANi , PIERCE, SKAGIT, E SNOHOMISH, THURSTON AND WHATCOM COUNTIES. FRINGE BENEFITS HEALTH AND WELFARE 1.95 $/HR. I+ PENSION 2.00 3/HR. I TRAINING FUND .26 $/HR. w WAGE RATES OCCUPATION OCCUPATION STATE CCDE DESCRIPTION RATE ><**+*• STATE PAGE RATE GROUP LISTING **►*�• L GROUP IA 570-5015 CRANE — OVERHEAD, BRIDGE TYPE 18.98 10O TONS AND OVER 570-5500 CRANE 100 TONS AND OVER JR 200 FT CF BOCM 18.98 INCLUDING J13 AND OVER STO-5505 LOADER, 8 YARDS AND OVER 18.98 570-5510 SHOVELS AND ATTACHMENTS, 6 YARDS AND OVER 19.99 _ GROUP 1 570-5515 CABLEWAYS 18.48 570-5025 CRAVE — CVERHEAU, BRIDGE TYPE 19.48 45 TONS THROUGH 99 TUNS 570-5520 CRANE OVER 45 TONS AND UP TO L00 TGNS OR 18.48 OVER 150 FT OF dOOM INCLUDING JIB_ 570-5535 HELICOPTER WINCH le. 1.8 570-5545 LOADER, CVERHEAD 6 YARDS UP TO 8 YARDS 18.48 570•-0770 MUCKING MACHINES, MOLE, TUNNEL DRILL AND OR 13.48 SHIELD 570-5565 QUAJ 9 AND SIMILAR , D—LO AND HO-4L L8.4d 57U-5540 REMOTE CC%TROL OPERATOR , ETC. 18.43 570-5525 ROLLAGON L8.48 570-5560 SCRAPERS, SELF—PROPELLED 45 YARDS AND OVER 18.48 570-555D SHOVELS, BACKHOES OVER 3 YARDS TO 6 YARDS 18.48 570-5555 SLIPFORv PAVERS 18.48 1` 87 PRESIDENTS PAPK STEEL WATER MAIN REPLACEMENT l PAGE 7 h.e r r• HWY-R32320-AA PREVAILING MINIMUM HOURLY WAGE RATES DUNE OSr 1987 r OCCUPATION: POWER EQUIPMENT OPERATORS LOCATION: CLALLAM, GRAYS HARBOR, (SLANO, JEFFERSON, KING, KITSAP, LEWIS, MASON, PACIFIC (NORTH OF WAHKIAKU; COUNTY NORTHERN BOJNGARY ! ' EXTENDEJ DUE WEST TO THE PACIFIC OC[ANI • PIERCE, SKAGITr SNOHOMISH, THURSTON AND WHATCOM COUNTIES. WAGE RATES OCCUPATION STATE OCCUPATION QATE , CODE DESCRIPTION srssts STATE WAGE RATE GROUP LISTING sstttt f + GROUP L ` 570-5530 TOWER CRANE 18.48 570-5403 TRANSPORTERS, ALL TRACK OR TRUCK TYPE 1d .48 L, GROUP 2 18.34 570-5575 BUMP CUTTER 1d .04 570-5590 CHIPPER 570-5570 CONCRETE PATCH PLANT OPERATOR 18.04 570-5035 CRANE - OVERHEAD, BRIDGc TYPE 20 TONS THROUGH 44 TONS 19.04 510-5580 CRANES, 20 TONS THRU 45 TONS 18.04 570-5595 CRUSHERS 18.04 570-Sb00 DERRICK 18. 14 570-5605 DRILLING MACHINE 18.J4 570-5610 FINISHING 'MACHINE 18. 34 510-5565 HYDRALIFTS 18. )4 570-5630 LEADMAN MECHANIC - $0.30 OVER MECHANIC 18.04570-5615 LOADERS, OVERHEAD UNDER 6 YARDS 18.04 570-5620 LOCOMOTIVES, ALL 18.J4 570-5b25 MECHANICS, ALL 18.04 570-5635 MIXERS, ASPHALT ')LANT 570-5640 MOTOR PATROL GRADERS - FINISHING, 9LUETOPS. 18.04 PULLING SLCPES, DITCHES , ETC. 570-4730 PAVE OR CURB EXTRUDER ( ASPHALT AND CONCRETE) Ij. )4 L6. 1570-5650 PILEDRIVER Id .,)4 570-2975 PILEDRIVER (SKID TYPEI 570-5645 PUMP TRUCK MOUNTEU CONCRETE PUMP WITH BCOM 18.14 ATTACHMENT Its.;)4 570-2565 ROTO-MILL PAVEMENT PROFILER 570-5675 SCRAPERS, SELF-PROPELLED UNDER 45 YARDS 18.;4 L987 PRESIDENTS PARK STEEL. WATER MAIN REPLACEMENT ` PAGE 8 HWY-R32320-AA PREVAILING MINIM, HOURLY WAGE RATES JUVE 05, 1987 �a OCCUPATION' POWER EQUIPMENT OPERATORS LOCATION : CLALLAM, GRAYS HARBOR, ISLAND. JEFFERSON, KING, KITSAP, LEWIS, MASON, PACIFIC (NORTH OF WAHKIAKUM COUNTY NORTHERN BOUNDARY EXiENUEU DUE WEST TO THE PACIFIC UCEAN) , PIERCE, SKAGIT, SNOHOMISH, THLRSTON AND WHATC014 COUNTIES. WAGE RATES OCCUPATION OCCUPATION STATE r., CODE DESCRIPTION RATE tttsst STATE WAGE RATE GROUP LISTING tttsss r- GROUP 2 t S70-5655 SCREED MAN 18. )4 570-5660 SHUVELS, BACKHOES 3 YARDS ANU UNDER 18.04 570-5665 SUB-GRADER - TRIMMMER 18.04 570-5680 TRACTOR, 60 HP AND DYER, BACKHOE AND ATTACH. 18.')4 GROUP 3 .... 3TO-5699 A-FRAME CRANE OVER 10 TONS 17.69 57C-5735 CONCRETE PUMPS 17.68 570-5705 CONVEYORS 17.68 5TO-5700 CRANES, UP TJ 20 TONS 17.68 570-5690 DOZERS, 0-9 AND UNDER, YO-YO, PAY OOZEQ 17.68 570-5765 EQUIPMENT SERVICE ENGINEER 17.%,3 570-ST20 FORK LIFTS 17.58 570-5710 HOISTS, AIR TUGGERS, ETC. IT.5d 570-2695 HYURALIF75 / gOGM TRUCKS OV-R 10 TONS 17. Sd 570-5715 LOA„RS - ELEVATING TYPE 17.68 570-5725 MOTOR PATROL GRADER - NGN-FINISHING 17.58 570-5765 OILER DRIVER ON TRUCK CRANE 45 TONS AND UNDER 17.68 570-5740 ROLLERS, ON PLANT, ROADMIX OR 4ULTiLIFT 17.63 MATERIALS 510-5745 SAW)v CONCRETE 17.68 570-5750 SCkaPERS - CAPRY ALL 17.b8 570-2815 SCRAPERS, CONCRETE 17.S9 570-5755 SPREADERS, SLAW KNOX, 5T:. 17.66 570-5T75 TRACTOR, 60 HP ANU UNDER, BACKHOE ANU ATTACH. 17.66 570-5760 TRENCHING MACHINES 17.66 y GROUP 4 1997 PRESIDENTS PARK STEEL WATER MAIN REPLACEAENT i.. PAGE 9 r , r- ( HWY-R32320-AA PREVAILING 4INI4UM HOURLY WAGE RATES JUNE 05, 198T r OCCUPATION: POWER EQUIPMENT OPERATORS LOCATION: CLALLAM, BRAYS HARBOR, ISLAND, JEFFERSON, KING, KITSAP, LEWIS, MASON, PACIFIC (NORTH OF WAHKIAKUM COUNTY NORTHc6'- BCUNOAKY EXTENDED DUE NEST TO THE PACIFIC OCEAN) , PIERCE, SKAGIT , SNOHOMISH, THURSTON AND WHATCOM COUNTIES. WAGE RATES OCCUPATION OCCUPATION STATE CODE DESCRIPTION RATE -***** STATE WAGE RATE GROUP LISTING ****** GROUP 4 l,. 570-569T A-FRAME CRANE, 10 TCNS AND UNDER 15.58 570-5795 ASSISTANT ENGINEERS 15.56 5TO-25T5 BOBCAT 15.58 �+ 570-5685 BNOOMS 15 .5 570-5820 COMPRESSORS 15.5i1 570-5830 GRADECHECKER AND STAKEMAN 15. 58 v 573-2715 HYORALIFTS / dOOM TRUCKS 10 TONS AND UNDER L5.58 57D-57-0 Cl- DISTRIBUTORS, BLOWERS, ETC. 15.5d 570-58,.J PAVSMENT BREAKER 15.59 510-4735 PER4ANENT SHAFT-TYPE ELEVATOR L5.5d 570-5805 POSTHOLE DIGGEK, MECHAN(LAL 15.53 570-50LO POWER PLANT 15.58 570-4745 PROBE TENDER (ROTO-MILL) 15.58 w 570-5825 PUMPS, WATER 15. 58 570-5780 ROLLER, CTHER THAN PLANT ROAD MIX 15.58 570-5815 WHEEL TRACTORS, FARMALL TYPE 15 .58 ****** FEDERAL WAGE RATE GROUP LISTING ****� GROUP 1 570-5501 CRANE 100 TONS AND OVER OR 230 FT. OF BOOM -- LNCLUDING JIB AND OVER 570-5505 LOADER, 8 Y4R0S AND ("'ER -- 570-5511 SHOVELS AND ATTACHMENTS , 6 YAROS AND JVER -- GROUP 2 L 570-5516 CABLEWAYS -- i r 198T PRESIDENTS PARK STEEL WATER MAIN 1. REPLACEMENT L PAGE LO C'; i r• 1 HWY-R32320-AA PREVAILING MINIMUM HOURLY WAGE RATES J"NE O5, 1937 r• OCCUPATION: POWER EQUIPMENT OPERATORS LOCATION: CLALLAM, GRAYS HARBOP , `GLAND, JEFFERSON, KING, KITSAP, LEWIS, MASON, PACIFIC (NORTH -,r WAHKIAK(1M COUNTY NOKTHERN BOUNJARV EXTENDED DUE HEST TO TnE PACIFIC OCEAN) . PIERCE, SKA,;IT, SNOHOMISH, THURSTON AND WHATCOM COUNTIES. f" WAGE RATES h OCCUPATION OCCUPATION STATE CODE JES:RIPTION PATE •••*** FEDERAL WAGE RATE GROUP LISTING ••ssta r GROUP 2 Y� 570-5521 CRANE OVER 45 TONS AND UP TO 100 TCNS OR -- OVER 150 FT OF BJUM INCLUDING J13 -- 570-5536 HELICOPTER WINCH 570-5546 LOADER, OVERHEAD 6 YARDS UP Td 8 YARDS 570-5566 QUAD 9 AND SIMILAR, C1-10 AND HD-4L -- 570-5`41 REMUTE CONTROL OPERATOR. ETC. STO-5526 ROLLAGCN 570-5561 SCRAPERS, SELF-PROPELLED 45 YARDS AND OVER -- 570-5551 SHOVELS. BACKHUES OVER 3 YARDS TO 6 YARDS -- 570-5556 SLIPFORM PAVERS -- - 57J-5531 TOWER CRANE -- GROUP 3 570-5576 BUMP CUTTER -- 5T0-5591 CHIPPER -- 570-5571 CONCRETE BATCH PLANT GPERATOR -- 570-5581 CRANES, 20 TONS THRU 45 TONS -- 570-5596 CRUSHERS -- 570-5601 DERRICK -- 570-5606 DRILLING MACHINE -- 570-5611 FINISHING MACHINE -- 570-5586 HYDRALIFTS -- 570-5616 LOADERS, OVERHEAD UNDER 6 YARDS -- 570-562b MECHANICS. ALL -- 570-5636 MIXERS, ASP14Ar_7 PLANT 570-5641 MUTOk PATROL GRADERS - iINISHING, 1LJETOPS, -- - PULLING SLOPES, DITCHES , ETC. 570-5651 PILEDRIVER -- i 198 / PRESIDENTS PARK STEEL WATER MAIN REPLACEMENT PAGE 11 r HWY—R32320—AA PREVAILING MINIMUM HOURLY WAGE RATES JUNE 05, 1937 r OCCUPATION: POWER EQUIPMENT OPERATORS L LOCATION: CLALLAM, GRAYS HARBOR„ ISLAND, JEFFERSON, KING• KITSAP, LE41S, 4ASON, PACIFIC (NORTH OF WAHKIAKUM COUNTY NORTHFRN BOUNDARY EXTFNOEO DUE NEST TO THE PACIFIC OCEAN) * PIERCE, SKACIT, SNOHOMISH, THURSTON AND 'WHATCOM COUNTIES. r• WAGE RAKES L. OCCUPATION OCCUPATION STATE CODE DESCRIPTION RATE L ****** FEDERAL WAGE RATE CROUP LISTING ****++ L GROL` 570-5646 PUMP TRUCK -ZUNTED CONCRETE PUMP WITH BCOM -- ,,,, ATTACHMENT 570-5616 SCRAPERS, SELF—PROPE LED 'UNDER 45 YARDS L. 570 .5656 SCREED MAN 570-5661 SHOVELS , SALKHOES 3 YARDS AND UNDER -- 570-5666 SUB—GRADER — TRIMMER L 570-5681 TRACTOR, 60 HP ONO OVER, BACKHOE AND ATTACH. -- 570--567( TRACTORS, BACKHOE GROUP 4 570-5696 A—FRAME CRANE 570-5686 BROOMS 570-5736 CONCRETE PUMPS 570-5106 CONVEYORS 570-5701 CRANES, UP TO 20 TONS 570-5691 DOZERS, 0-9 AND UtdDEa, YO—YO, PAY OOLER -- - 570-5771 DRIVER ON TRUCK CRANES OVER 45 TONS -- 570-5766 EQUIPMENT SERVICE ENGINEER -- 570-5721 FORK LIFTS 570-5711 HOISTS, AIR tUCGERS, ETC. -- 570-5716 LOADERS — ELEVATING TYPE 570-5726 MOTOR PATROL GRADER — Nf)N—FINISHING -- 570-5731 MUCKING MACHINE, ETC. 570-5741 ROLLERS, ON PLANT, RCADMIX OR MULTILIFT -- HATER I.' '-S 570-5746 SAWS, CONCREtt. 570-5751 SCRAPERS — CARRY ALL 5iO-5756 SPREADERS, SLAW KNOX, ETC . -- 570-5776 TRACTOR, 00 HP AND UNDER, 3ACKHOF. AND ATTACi. -- 1987 PRESIDENTS PARK STEEL HATER .MAIN REPLACEMENT PAGE 12 I • HWY—R32320—AA PRE'JAILING MINLMUM KOURLY WAGE RATES JUNE 05, 1987 p OCCUPATION: POWER EQUIPMENT OPERATORS 4 LOCATION: CLALLAM, GRAYS HARBOR, ISLAND, JEFFERSON, KING, KITSAP, LEAIS, MASON, PACIFIC (NORTH OF WAHKIAK.IM COUNTY NORTHERN BOUNDARY EXTENDED DUE WEST TO THE PACIFIC ')CEAN) , PIERCE, SKAGIT, SNOHOMISH, TtiURSTON AND WHATCOM CLUNTIES. �* WAGE RATES l., OCCUPATIJN OCCUPATION STATE CODE DESCRIPTION RATE ****** FEDERAL WAGE RATE GROUP LISTING ** **■ GROUP 4 570-5761 TRENCHING MACHINES -- GROUP 5 570-5796 ASSISTANT ENGINEERS -- 570-5821 COMPRESSORS =_ 570-5791 OIL DISTRIBUTORS, BLOWERS , ETC. 570-5786 OILER DRIVER ON TRUCK CRANE 45 TONS AND UNJER -- 570-5801 PAVEMENT BREAKER -- 570-5806 POSTHOLE DIGGER, MECHANICAL -- �^ 570-581L POWER PLANT -- 570-5826 PUMPS, WATER -- 570-5781 ROLLER, CTHER THAN PLANT ROAD MZX -- 570-5816 WHEEL TRACTORS, FARMALL TYPE -- GROUP 6 570-5831 RRADECHECKER ANU STAKEMAN -- OTHER 570-9574 STATE—OVERTI4E: ALL WORK PERFORMEC IN EXCE'iS OF 8 HRS PER JAY OR 40 HRS PER WEEK, mONOAY THROUGI °RIUAY , AND ALL WORK PERFORMED ON SATURDA, S• (EXCEPT WHEN WORKEJ AS n MAKE—UP DAY), SHALL 3E PAID 1G1/2 TIMES THE REGULAR RATE OF PAY. ALL AOR� ' N SUNDAYS L HOLIDAYS SHALL BE PAID DOUBLE THE REGULAR RATE OF PAY. 1997 PRESIDENTS PARK STEEL WATER 4AIN REPLACEMENT PAGE 13 w r HMY—R32320—AA PREVAILING MINIMUM HOURLY WAGE RATES JUNE 05, 1987 r OCCUPATIJN: POWER EQUIPMENT OPERATORS i LOCATION: CLALLAY, GRAYS HARBOR, ISLAND, JEFFERSCN, KINGP KITSaP, LEWIS, F, MASON , PACIFIC !NORTH OF WAHKIAKUM COUNTY NORTHERN BUUNJAKY EXTENCED DUE WEST TO THE PACIFIC OCEAN ) . PIERCE, SKAGIT, SNOHOMISH, THURSTQN AND WHATCOM COUNTIES. 1" OTHER !r 570-9590 STATE—HOLIDAYS: NEW YEAR-S DAY, MEMORIAL DAY, 1'" FOURTH OF JULY, LABOR DAY , THANKSGIVING UAY , FRIDAY AND SATUR04Y AFTER THANKSGIVING GAY AND CHRISTM45 DAY 18) . lr r L r 4 1987 PRESIDENTS PARK { STEEL WATER MAIN L REPLACEMENT 6. PAGE 14 .L i R, HWY—R32320—AA PREVAILING MINIMUM HOURLY WAGE RATES JUNE 15, 1997 fw OCCUPATION: SURVEYORS ! ' LOCATION: CLALLAM, GRAYS HARBOR, ISLAND, JEFFERSCN, KING. KITSAP, LE.JIS, C MASON, PACIFIC, PIERCE, SKAGIT, SNOHOMISH, THURST7N ANU WHATCOM COUNTIES. FRINGE BENEFITS TOTAL HOURLY BENEFIT — PARTY CHIEF 1.50 $/HR. TOTAL HOURLY BENEFIT — INSTRUMENT 1.00 VHR. a PERSON TOTAL HOURLY BENEFIT — CHAIN PERSON . 70 S/HR. L.. WAGE RATES f' L UCCUPATION OCCUPATION STATE CODE DESCRIPTION KATt 720-0013 CHAIN PERSCN 8.25 720-0040 INSTRUMENT PERSON (JUNIOR ENGINEER) 10.J0 LOTHER 720-90LO STATE : OVERTIME — ALL HOURS 'WORKED IN EXCESS OF 8 HOURS PER DAY OR 40 HOURS PER WEEK SHILL BE PAID AT ONE AND GNE—HALF TIMES THE REGULAR RATE OF PAY. r^ i L 1987 PRESIDENTS PARK STEEL WATER MAIN REPLACEMENT LPAGE 15 1 A. HWY-R32320-AA PREVAILING MINIMUM HOURLY WAGE RATES JUNF 05, 1987 r. OCCUPATION: TEAMSTERS i . LOCATION: CLALLAM, GRAYS HAREOR, ISLAND, JEFFERSON, KING, KIT51P , LEWIS, MASON, PACIFIC INORTH OF THE WAHKIAKUV COUNTY NURTHLRN BOUNDARY EXTENDED DUE HEST TO THE PACIFIC OCEANI , PIERCE, SKAoIT, SNOHOMISH& THURSTJN, AND WHATCOM CO_WTIES. FRINGE BENEFITS HEALTH AND WELFARE 1.89 $/HR. PENSION 1.82 E/HR. WAGE RATES f OCCUPATION OCCUPATION STATE CODE DESCRIPTION kATE 730-0010 A-FRAME OR HYDRALIFT TRUCKS OR SIMILAR 17.9d EQUIPMENT WHEN A-FRAME OR HYDRALIFT OR SIMILAR ECUIPMENT IS IN USE 730-0030 BUGGYMOBILE AND SIMILAR 17.58 r 730-OICO BULK CEMENT TANKER 17. F4 li.. 730-0110 BULL LIFTS, OR SIMILAR EQUIPMENT USED IN 17.41 LOADING OR UNLOADING TRUCKS, TRANSPCRTING t MATERIALS CN JOB SITES: WAREHOUSING 730-0120 BULL LIFTS, OR S111LAR EQUIPMENT USED IN 17. 76 - LOADING OR UNLOADING TRUCKS, TRANSPORTING MATERIALS ON JOB SITES:CTHER THAN WAREHOUSING 730-OI40 BUS OR EMPLOYEE HAUL 1T.41 730-0145 CHECKERS 17. 11 730-0260 DUMPSTERS, AND SIMILAR EQUIPMENT :TGURNtI- 15.23 ROCKERS, TOURNOWAGON, TCURNOTRAILER, CAT DW SERIES, TERRA COBRA, LETOURNEAU, WESTINGHCUSF ATHEY WAGON, EUCLID, TWO AND FOUR-WHEELEJ POKER TRACTOR 'WTH TRAILER ANr' SIMILAR TOP- LOADED EQUIPMENT TRANSPORTING; aATERIAL AND PERFORMING WORK IN TEAMSTER JURISCICTIilN:DU4P TRUCKS, SIDE♦ END AND BOTTOM OU4P , INCLUDING SEMI-TRUCKS AND TRAINS OR COMBINATIONS THEREOF:CVER 40 YARDS TO AND INCL. 55 YARDS 1987 PRESIDENTS PARR STEEL WATER MAIN REPLACEMENT PAGE 16 e . r. HWY-R32320-A4 PREVAILING MINIMUM HOURLY WAGE RATES JUNE 05, 1987 ' OCCUPATION: TEAMSTERS 1 . LOCATION : CLALLAM, GRAYS HARBOR, ISLAND, JEFFERSON, KING, KIISAP, LEWIS, MASON* PACIFIC (NORTH OF THE WAHK.AKUM COUNTY NORTHLRN BOUNDARY EXTENDED DUE WEST TO THE PACIFIC OCEAN) , PIERCE, SKA ,IT, SNOHOMISH, THURSTON, AND WHATCOM COUNTIES. WAGE RATES OCCUPATION OCCUPATION STATE * CODE DESCRIPTION RATE �+ 730-0250 DUMPSTEPS, AND SIMILAR EOUIPMENT :TCURNO- 18. 07 ROCKERS, TOURNOWAGON, TOURNOTRAILER, CAT DW SERIES, TERRA (.OBRA, LCTOURNEAU, WESTINGi1CUST ATHEY W4GCN, EUCLID, T. -1 AND FOUR-WHEELEO POWER TRACTOR WTH TRAILER AND SIMILAR TOP- LOADED EQUIPMENT TRANSPORTING MATERIAL AND PERFORMING WORK IN TEAMSTER JURISCICTION:DUMP `" TRUCKS, SL,JE, END AND BOTTOM DUMP, INCLUDING SEMI-TRUCKS AND TRAINS OR COMBINATIONS THEREOF:CVER 30 YOS. TO ANO INCL. 40 YOS. 730-0240 DUMPSTERS, AND SIMILAR E�UIPMENT:TCURNO- 17.g1 ROCKERS, TOURNOWAGON, TCORNOTRAILER, CAT DW SERIES, TERRA COBRA, LETJURNEAU, WESTINGHOUSE ATHEY WAGON, EUCLID, TWO AND FOUR-WHEELED POWER TRACTOR wTH TRAILER AND SIMILAR TOP- LOADED EQUIPMENT TRANSPORTING MATERIAL AND PERFORMING WORK IN TEAMSTER JURISOICTION:DUMP TRUCKS , SIDE, END AND BOTTOM DUMP, INCLUDING SEMI-TRUCKS AND TRAINS Ck COMBINATIONS t r- THEREOF:OVER 20 YARDS TO AND INCL. 30 YARCS 730-0230 DUMPSTERS, AND SIMILAR E9UIPMENT :TCURNO- 17 .74 ROCKERS, TGURNOWAGON, TCURNCTRAILER, CAT OW SERIES, TERRA COBRA, LETOURNEAU, WESTINGHCUSE ).THEY WAGON, EUCLID, TWO AND FOUR-WHEELED _ POWER TRACTOR WTH TRAILER AND SIMILAR TCP- LOADED EQUIPMENT TRANSPORTING MATERIAL AND PERFORMING WORK IN TEAMSTER JUR( SDICTION:JUMP TRUCKS, SIDE, END AND BOTTOM DUMP , INCLUDING SEMI-TRUCKS AND TRAINS OR COMBINATIONS THEREOF:CVER 16 rARDS TO AND INCL. 20 YARDS 1937 PRESIDENTS PARK STEEL WATER MAIN REPLACEMENT PAGE 17 { E. CHWY-R32320-AA PREVAILING MINIMUM HOURLY WAGE RATES JUNE 05, 1987 p OCCUPATION: TEAMSTERS LOCATION: CLALLAM, GRAYS HARBOR, ISLAND, JEFFERSON, KIN;, KITSAP, LEWIS, MASON, PACIFIC (NORTH OF THE WAHKIAKUM COUNTY NORTHERN 30UNJARY EXTENOEU DUE WEST TO THE PACIFIC OCEAN) , PIERCE, SKAGIT, L. SNOHOMISH, THURSTON, AND WHATCUM COUNTIES. p WAGE RATES I1�• OCCUPATION OCCUPATION STSTE CODE DESCRIPTION RATE 730-0220 DUMPSTERS, AND SIMILAR EQUIPMENT :TCURNO- 17.09 ROCKERS, TOURNOWAGON, TOURNOTRAILER, CAY DW SERIES, TERRA COBRA, LETCURNEAU, MESTINGHO'JSE ATHEY WAGCN, EUCLID, TWO AND FOUR-WHEELED POWER TRACTOR WTH TRAILER ANU SIMILAR TCP- LOADED EQUIPMENT TRANSPORTING MATERIAL AND PERFORMING WORK IN TEAMSTER JURISGICTION:DUM^ TRUCKS, SIDE, FNO AND BOTTOM UUMP , INCLUDING SEMI-TRUCKS AND TRAINS OR COMBINATIONS THEREOF:CVER 12 YARDS TO AND INCL. 16 YARDS 730- )210 DUMPSTERS, AND SIMILAR F,jUIPMENT: TOVRNO- 17.53 ROCKERS, TCURNCWAC!)N, TCURNOTRAILER, CAT CM SERIES, TERRA COBRA, LETOURNEAU, WESTINGHCUSE ATHEY WAGCN, EUCLID, TWO AND FOUR-WHEELED POWER TRACTOR wTH TRAILER AND SIMILAR TOP- LOADED EQUIPMENT TRANSPORTING MATERIAL ANO F' PERFORMING WORK IN TEAMSTER JURISOICTION:DUMP TRUCKS , SIDE, END AND BOTTOM DUMP , INCLUDING SEMI-TRUCXS AND TRAINS DR CGMBINAiIGNS THEREOF :CVER 5 YARDS TO ANU INCL. 12 YARDS 730-0200 DUMPSTERS, AND SIMILAR EQUIPMENT:TLURNU- 17. 31 ROCKERS, TCURNGWAGON, TOJRNOTRAILER, CAT OW SERIES, TERRA COBRA, LETUURNEAU, WFSTINGHCJSE ATHEY WAGCN, EUCLID, TWO AND FOUR-WHEELED POWER TRACTOR WTH TRAILER AND SIMILAR TOP- LOADED EQUIPMENT TRANSPORTING MATERIAL AMC PERFURMING WORK IN TEAMSTER JURISDICTLUN:DUMP TRACKS , SIDE, ENO AND BOTTOM DUMP , INCLUDING SEMI-TRUCKS AND TRAINS OR COMBINATIONS THEREOF:UP TO AND INrI.UOING 5 YARDS 730-0400 ESCORT DRIVER 12.25 730-0410 EXPLOSIVE TRUCK (FIELD MIX) AND SIMILAR 17.53 EQUIPMENT 730-0460 FLAHERTY SPREADER IT. 11487 PRESIDENTS PARK SI'EEL WATER ,MAIN 'E:'LACEMENY PAGE 1B i 1 HWY—R32320—AA PREVAILING MINIMUM HOURLY WAGE RATES JUNE 05, 1917 r• OCCUPATION: TEAMSTERS LOCATION : CLALLAM, GRAYS HAR9GR, ISLANO, JEFFERSON, KUNu, KITSAP , LEdlS, MASON, PACIFIC (NORTH OF THE WAHKIAKUM COUNTY NORTHERN 30UNOARY EXTENDED DUE WEST TO THE PACIFIC OCEAN) , PIERCE, SKAGIT, 1 SNOHOMISH# THURSTON, AND WHATCOM COUNTIES. r WAGE RATES i OCCUPATION OCCUPATION STATE CODE DESCRIPTION RATE 1 730-0500 FLATBED TRUCKS DUAL REAR AXLE 17.52 730-0490 FLATBED TRUCK, SINGLE REAR AXLE 15.50 730-0610 FUEL TRUCK, CREASE TRUCK, GREASER, BATTERY 17.41 SERVICE MAN AND/OR TIRE SERVICE 4AN 730-0670 HYSTER OPERATORS (HAULING BULL LOOSE 17.59 AGGREGATESI 730-0690 LEVERMA.N AND LOADERS AT BUNKERS ANC 17. 31 BATCH PLANTS 730-0730 LOWBED ANC HEAVY DUTY TRAILER: OVER IJO 18.07 TONS GROSS 730-0710 LOWBED ANO HEAVY DUTY TRAILER: UNDER 50 17.63 TONS GROSS ( 730-0720 LOWBED AND HEAVY :"STY TRAILER: 50 TONS 17. 31 GROSS TO ANO INCLUDING 100 TONS GROSS 730-0800 MECHANIC 17.75 730-0810 MECHANIC HELPER 17. 1E 730-0910 OIL OISTRIBUTCR DRIVER (ROAD) L7.74 730-1010 PICK—UP TRUCK 15.10 730-1020 PILOT CAR L2.::5 730-1100 SCISSORS TRUCK " ,:,1 730-1140 SLURRY TRUCK DRIVER 17.53 730-1t60 SNO—GO AND S14ILAR EQUIPMENT 17.03 73U—i190 STRADDLE CARRIER (ROSS, HYSTER AND SIMILAR 17.56 730-1200 SWAMPER 17.3i 730-1300 TEAM DRIVER 0 .36 730-1350 TRACTOR, SMALL RUBBER—TIRED (WHEN USED 41 THIN 17.41 TEAMSTER JURISUICTIONI 730-1405 TRANSIT MIX,OVER 4 YDS. TO AND INCLUDING 6 YOS, 730-1425 TRANSIT MIX, OVER 8 YDS. TO AND INCLUDING 10 YDS. 130-1415 TRANSIT MIX, OVER 6 YDS. TO AND INCLUDING B YDS. 1987 PRESIDENTS PARK STEEL WATER 4AIN " REPLACEMENT PAGE 19 I h R+ HWY-R3232O-AA PREVAILING MINIMUM HOURLY WAGE RATES JU'1E J5,• 19c31 OCCUPATION: TEAMSTERS LOCATION: CLALLAN, GRAYS HARBOR, ISLAND, JEFFERSCN, KING, KITSAP, LEWIS, MASON, PACIFIC (NORTH OF THE WAHKIAKUM COUNTY NOATHFkN BOUNDARY EXTENDED DUE WEST TO THE PACIFIC OCEAN ) , PIERCE, SKAGIT, SNOHOMISH, THURSTON, ANU IiHATCOM COUNTIES. CWAGE RATES OCCUPATION OCCUPATION STATE CODE DESCRIPTION VATE L 730-1447 TRANSIT MIX,OVER 16 YDS. TO AND INCLUDING ZO YOS. w 730-1445 TRA,'JSIT MIX, -- L OVER 12 YDS. TO AND INCLUDING 16 YDS. T30-1435 TRANSIT MIX, -- OVER 10 YOS. TO AND INCLUDING 12 YOS. -- 730-1451 TRANSIT MIXERS AND TRUCKS HAULING CONCRETE: OVER 20 YOS. 730-1570 TRANSIT-MIX USED EXCLUSIVELY IN HEAVY 18. 76 CONSTR. :CY�R 20 YDS. 7a0-1560 TRANSIT-MIX USED EXCLUSIVELY IN HEAVY 18 .6O CONSTR. :OVER 16 YDS. TO AND INCL. 20 YDS. r 730-1550 TRANS (T-MIX USED EXCLUSIVELY IN HEAVY 19.44 CONSTR. :CVER 12 YOS. TO AND INCL. L6 YJS. 730-1540 TRANSIT-MIX USED EXCLUSIVELY IN HEAVY 19. 29 '1. :CVLR 10 YDS. TO AND INCL . 12 YOS. 730-1 :3C '-PIK USED EXCLUSIVELY IN HEAVY 18. 11 CVER 8 YOS. TO AND INCL. 10 YDS. 730-153 ; - -MIX US.-') EXCLUSIVELY 11 HEAVY 1- . )5 R. :UVER 6 DS. TO AND INCL. 8 YUS. 730-151to . IT -MIX USE EXCLUSIVELY IN HEAVY 17. 19 CONSTR. iCVSR < YUS. TO AND INCL. 6 YOS. ) 730-1501 TRANSIT-MIX, UScU EXCLUSIVELY IN HEAVY 17.62 CONSTR. - O YDS. TO AND INCL. 4 112 YOS. 130-1500 TRANSIT-MIX, 0 TO AND INCL )ING i 5 YOS. -- 730-LT50 VACUUM TRUCK 17.41 730-1310 WAREHOUSEMAN AND CHECKERS 17. 31 730-2015 WATER WAGCN AND T%NK TRUCK. OVER 3000 GALLONS 17. 14 730-2000 WATER W4GON ANO TANK TRUCK: UP TC 1600 17.41 GALLONS 730-20LO WATER WAGCN !NO TANK TRUCK: L600 GALLONS 11.98 TO 3000 GALLONS 730-2210 WINCH TRICK: DUAL RE4R AXLE 17.63 730-2200 'WINCH TRUCK: SINGLE REAR AXLE 17.41 L987 PRESIDENTS PARK STEEL W TER MAIN REPLACEMENT PAGE 20 President's Park 1987 Steel Water Main W--910 2+ Replacement CHWY—R32320—AA PREVAILING MINIMUM HOUPLY WAGE RATES JUNE 35, 1997 OCCUPATION: TEAMSTERS LOCATION: CLALLAM, RAYS HARBOR, ISLANU, JEFFERSCN, KING, KITSAP, LkAIS, MASON, PACIFIC (NORTH OF THE WAHKIAKUM COUNTY NORTHERN BUUNDARY EXTENDED DUE WEST TO THE PACIFIC OCEAN) , PIERCE, SKAGIT, SNUHOMISH, THURSTON, AND WHATCOM COUNTIES. WAGE RATES OCCUPATION OCCUPATION STATE CODE OESCRIPTIGN RATE 730-2220 WRE:KER, TOW TRUCK AND SIMILAR EQUIPMENT 17.41 ree OTHER fY/ 733-9735 STATE : FCR OCCUPATION 730-0260 1N GROJP 11 ADO . 15 %/,1R. FOR EACH 10 YARD INCPEAiENT OVER 55 YARDS 730 .9736 STATE : OVERTIME—ALL HOURS WJRKEO I% EXCESS (IF G HRS./DAY OR 40 HRS./WEEK, MJNDAY THRU FRIDAY, AND ALL HOURS WORKED ON SATURDAYS ( EXCEPT MAKE—UP DAYS) PAID AT 1 L/2 TINES THE REGULAR RATE. ALL HOURS WORKED ON SJNDAYS AN.) HOLIDAYS PAIO AT. JOU3LE THE REGULAR RATE. 730-9740 STATE . HOLIDAYS — NEW YEARS DAY, MEMORIAL DAY, 4TH OF JULY, LABOR DAY, PRESIDENTIAL ELECTION CAY, THANKSGIVING DAY, FRIDAY LAFTER THANKSGIVING DAY AND CHRIST,MAS DAY. t L t L L987 PRESIDENTS PARK STEEL WATER MAIN REPLACEMENT 4 PAGE 21 L 1., r c c SUPPLEMENTAL PROVISIONS L r r i V DIVISION I GENERAL REQUIRFUEN' 1-01 DEFINITION AND TEF045 1-01.10 DEPARTMENT, DEPARTMENT OF TRANSPORTATION (ADDITIONAL SECTION) MEN THESE SPECIFICATIONS REFER TO THE DEPARTMENT OR DEPARTMENT OF TRANSPORTATION THIS REFERENCE WILL ALSO INCLUDE T4E CITY WHERE APPI-ICABLE. a �t 1-0.1.11 ENGINEER (REPLACEMENT 5ECTION) THE DIRECTOR OF PUBLIC WORKS, ACTING DIRECTLY OR THROUGH HIS AUTHORIZED REPRESENTATIVES. 1-01.23 SECRETARY, SECRETARY OF TRANSPORTATION (SUPPLEMENTAL SECTION) }q THE CHIEF EXECUTIVE OFFICER TO THE DEPARTMENT SHALL ALSO REFER TO THE DIRECTOR OF PUBLIC WORKS. �+ 1-01.26 STANDARD SPECIFICATIONS (ADDITIONAL SECTION) OTHER CERTAIN REFERENCED STANDARDS, AS USED IN THIS SPECIFICATION, ARE FROM THE LATEST EDITIONS OF: AXWA AHERIC%N WATERWORKS ASSOCIATION ANSI AMERICAN NATIONAL STANDARDS L" ASA AMERICAN STANDARDS ASSOCIATION ASTM AMERICAN SOCIETY rOR TESTING AND MATERIALS NEC NATIONAL ELECTRICAL CODE 1-01.27 STATE (ADDITIONAL SECTION) THE STATE SHALL ALSO REFER TC THE CITY OF RENTON AND ITS AUTHORIZED REPRESENTATIVES WHERE APPLICAFLE. r + 1-01.37 WORKING DRAWINGS (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 r.r SUBCONTRACTOR, OR A MANUFACTURER AND SUBMITTED FOR THE APPROVAL OF THE OWNER. 1-01.38 ACT OF GOD (ADDITIONAL SECTION) "ACT OF GOD" MEANS AN EARTHQUAKE, FLOOD, CYCLONE, OR OTHER CATACLY94IC PFENOMID" OF NATURE. A RAIN, WINDSTORM, HIGH WATER OR OTHER NATURAL PHENOMENON OF UNUSUAL INTENSITY FOR THE SPECIFIC LOCALITY OF THE WOW(, WHICH MIGHT REASONABLY HAVE BEEN ANTICIPATED FROM HISTORICAL RECORDS OF THE GENERAL LOCALITY OF THE; WORK, SHALL NOT BE CONSTRUED AS AN ACT OF GOO. 1-01.39 OR EQUAL (ADDITIONAL SECTION) WHERE THE TERM "OR EQUAL" IS USED HEREIN, THE OTHER, OR THE OWNER ON RRECOMEHDATION OF THE ENGINEER, SHALL BE THE SOLE JUDGE OF THE QUALITY AND SUITABILITY OF THE PROPOSED SUBSTITUTION. 2-01.40 APPROVAL (ADDITIONAL SECTION) THE TERM "APPROVAL" OR "APPROVED" SHALL MEAN APPROVAL GIVEN BY OR GIVEN PROPERLY ON THE BEHALF OF THE OWNER. Supplemental Specifications .. (Rev 02/09/87) Page 2 P CITY OF RENTON STANDARD SPECIFICATIONS 1 THE STANDARD SPECIFICATIONS FOR ROAD, BRIDGE AND MUNICIPAL CONSTRICTION PREPARED BY THE WAS7INOTON 4• STATE DEPARTMENT OF TRANSPORTATION 40 THE MOSHINGTON STATE CHAPTER OF THE A ERICAN PUBLIC WORKS ASSOCIATION 1984 EDITION SHALL BE HEREINAFTER REFERRED TO AS THE "STANDARD SPECIFICATIONS" AM SAID P. SPECIFICATIONS TOGETHER WITH THE LAMS OF THE STATE OF WASHI4GTON AND THE ORDINANCES AO CHARTER OF L THE CITY OF RENTON, SO FAR AS APPLICABLE, ARE HEREBY INCLUDED IN THESE SPECIFICATIONS AS THOUGH QUOTED IN THEIR ENTIRETY AND SMALL APPLY EXCEPT AS AMENDED OR SUPERSEDED BY THE SPECIAL PROVISIONS i• HEREIN. L A COPY OF THESE STANDARD SPECIFICATIONS IS ON FILE IN THE OFFICE OF THE PUBLIC W0KS DIRECTOR, MUNICIPAL BUILDING, RENTON, WASHINGTON 98055, WHERE THEY MAY BE EXAMINED AND COPIED BY ANY INTERESTED PARTY. WHEREVER REFERENCE IS MADE IN THE STANDARD SPECIFICATIONS TO THE OWNER OR STATE, SUCH REFERENCE SMALL BE CONSTRUED TO MEAN THE CITY OF RENTON, AND MERE REFEENCE IS MADE TO THE ENGINEER, SUCH REFERENCE SMALL BE CONSTRUED TO MEIN THE DIRECTOR OF PUBLIC WORKS, CITY OF RENTON, OR HIS DULY AUTHORIZED REPRESENIATIVE. M L. NOTE: THE SPECIAL AND SLFPL04E NTAL PROVISIONS HFIEINAFTEH CONTAINED SWILL BE IN ADOITIO; 10 OR SHALL SUPERSEDE PROVISIONS OF THE STANDARD SPECIFICATIONS IN COFLICT HEREWITH. M STANDARD PLANS THE STANDARD PLANS FOR ROAD AND BRIDGE CONSTRUCTION BY THE WASHINGT0N STATE DEPARTMENT OF TRAN9202TATION AND THE WASHINGTON STATE CHAPTER OF THE AMERICAN PUDIC WORKS ASSOCIATION (REV.04/01/85) ARE HEREBY INCLUDED IN THESE SPECIFICATIONS AS THOUGH QUOTED IN THEIR ENTIRETY AND SHALL APPLY EXCEPT AS AMENDED OR SUPERSEDED BY THE CITY OF RENTON STANDARD PLANS BMW mlEREIN. A COPY OF THESE STANDARD PLANS AND CITY OF RENTON STANDARD PLANS IS ON FILE IN THE OFFICE OF THE PUBLIC WORKS DIRECTOR, MUNICIPAL BUILDING, RENTON, WASHINGTON 98055, WHERE THEY MAY BE EXAMINED AND COPIED BY ANY INTERESTED PARTY. HEADINGS HEADINGS TO PARTS, SECTIONS, FORMS, ARTICLES AND SUB-ARTICLES ARE INSERTED FOR CONVENIENCE OR REFERENCE ONLY AND BALL NIT AFFECT THE INTERPRETATION OF THE CONTRACT OOCtIENTS. SUPPLEMENTAL AND SPECIAL PROVISIONS STRICTURE THE SPECIFICATIONS NOTED HEREIN ARE IN ADDITION TO, OR IN LIEU 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 ARE NARKED "ADDITIONAL SECTION", THE SPECIFICATIONS HEREIN ARE TO BE AN ADDITION TO THE STANDARD SPECIFICATIONS NOTED; WHERE SECTIONS ARE MARKED "SUPPLEMENTAL SECTION", THE SPECIFICATIONS HEREIN ARE TO BE A SLPPLEMENT TO THE STANDARD SPECIFICATIONS. I V 1-04.5 CONTINUED EVENT AN AGREEMENT CANNOT THEN 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 94ALL BE FINAL AND BINDING ON THE PARTIES, UNLESS THE AGLNIEVED PARTY, WITHIN 10 DAYS, CHALLENGES THE FINDINGS AND DECISION BY SERVING AND FILING A PETITION FOR REVIEW BY THE SUPERIOR COURT OF KIND 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; A� 2. IS CONTRARY TO THE TERMS OF THE CONTRACT OR ANY COMPONENT THEREOF; p 3. IS ARBITRARY AND/OR IS NOT BASED UPON THE APPLICABLE FACTS AND THE LAW CONTROLLING THE 4R ISSUES SUBMITTED TO ARBITRATION. N... THE BOARD OF ARBITRATORS SHALL SUPPORT ITS DECISION BY SETTING FORTH IN WRITING THEIR FINDINGS AND wr CONCLUSIONS BASED ON THE EVIDENCE ADDUCED AT ANY SUCH HEARING. Md THE ARBITRATION SHALL BE CONDUCTED IN ACCORDANCE WITH THE STATUTES OF THE STATE OF WASHINGTON AND V. COURT DECISIONS GOVERNING SUCH PROCEDURE. THE COSTS OF SUCH ARBITRATION SHALL BE BORNE EQUALLY BY THE CITY AHD THE CONTRACTOR UNLESS IT 15 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. dY THE CONTRACTOR. THE VENUE OF ANY SUIT SHALL BE IN KING COUNTY. WASHINGTON, AND IF THE CONTRACTOR IS A N04-RESIDENT OF THE STATE OF WASHINGTON, HE SHALL DESIGNATE AN AGENT, UPON WHOM PROCESS MAY BE SERVED, BEFORE COFENCING WORK UNDER THIS CONTRACT. THE CONTRACTOR ACCEPTS THE TERMS A'D CONDITIONS OF A CHANGE ORDER BY ENDORSEMENT OF THE CHANGE ORDER, BY ACCEPTANCE THROUGH SETARATE WRITING, OR BY FAILURE TO PROTEST AS PROVIDED IN THIS SECTION. ANY CHANGE ORDER ACCEPTED BY THE CONTRACTOR SHALL BE FULL EQUITA13LE ADJUSTMENT FOR ANY WORK CHANGED OR REQUIRED BY THE CHANGE ORDER. ` THE CONTRACTOR ALSO ACCEPTS ANY WRITTEN OR ORAL ORDER, DIRECTION, INSTRUCTION, INTERPRETATION, OR DETEPMINATION FROM THE ENGINEER BY FAILURE TO PROTEST AS PROVIDED IN THE SECTION. WHEN A CONTRACTOR PROTESTS A CHANGE ORDER OR OTHER WRITTEN OR ORAL ORDER, THE CONTRACTOR SHALL KEEP FULL AND COMPLETE RECORDS OF THE COSTS AND ADDITIONAL TIME IN'1RRED. THE CONTRACTOR SHALL PERMIT THE ENGINEER TO HAVE ACCESS TO THOSE RECORDS AND ANY OTHER RECORDS THE ENGINEER DEEMS NECESSARY TO ASSIST IN EVALUATING THE PROTEST. ALL PROTESTS WILL BE EVALUATED BY THE ENGINEER. IF THE ENGINEER FINDS THE FROTEST TO HAVE MERI-, ` THE ENGINEER WILL MAKE AN EQUITABLE ADJUSTMENT IN THE AMOUNT OF COSTS TO BE PAID FOR THE WORK OR THE TIME REQUIRED AS HE DEEMS PROPER. IF THE ENGINEERR FINDS THE PROTEST TO BE WITHOUT MERIT, NO ADJUSTMENT WILL BE MADE. PROTEST SHALL NOT RELIEVE THE CONTRACTOR FROM HIS OBLIGATION TO PROCEED PROMPTLY WITH TH WORD( AS ORDERED BY THE ENGINEER I-04.10 USE OF MATERIALS FOUND ON THE PROJECT (ADDITIONAL SECTION) ALL SALVAGE MATERIAL AS NOTED ON THE PLANS AND TAKEN FROM ANY OF THE DISCAf OED FACILITIES SHALL, AT THE ENGINEER'S DISCRETION, BE CAREFULLY SALVAGED AND DELIVERED TO THE riTY SHOPS. ALL SALVAGED WATER MAINS, FIRE HYDRANTS, VALVES AND APPURTENANCES, CATCH BASINS, AND STORM AND SANITARY MANHOLE COVERS SHALL BE SALVAGED AND DELIVERED TO THE CITY SHOPS. Supplemental Speci•tcations (Rev 02/09/87) rege 4 �„ r 1-02 8I0 PROCEDURES AND CODITIONS 1-02.2 PLANS AM SPECIFICATIONS (REPLACEMENT SECTION) COPIES OF PLANS AND SPECIFICATIONS (BIDDING DOCUMENTS) WILL BE ON FILE IN THE DESIGN ENGINEERING SECTION OF THE CITY OF RENTON PUBLIC WORKS DEPARTMENT 200 MILL AVENUE SOUTH, RENTON WA. 98055. BIDDING OOCUMENTS MAY BE 02TAINED AT THE ABOVE OFFICE, OR BY MAIL, ON RECEIPT OF THE FEES AS SET FORTH IN THE CALL FOR BIDS. MAKE CHECKS PAYABLE TO THE CITY OF RENTON. 1-02.6(i) PROPRIETAFY INFORMATION VENDOR SHOULD IDENTIFY CLEARLY ANY MATERIALS) WHICH CONSTITUTE '(VALUABLE) FORMULAE, DESIGNS, DRAWINGS, AND RESEARCH DATA- SO AS TO BE EXEMPT FROM PUBLIC DISCLOSURE, RCW 42.17.310, OR ANY MATERIALS OTHERWISE CLAIMED TO BE E*MPT, ALONG WITH A STATEMENT OF THE BASIS FOR SUCH CLAIM OF EXEMPTION. THE DEPARTMENT (OR STATE) WILL GIVE NOTICE TO THE VENDOR OF ANY REQUEST FOR DISCLOSURE OF SUCH INFORMATION RECEIVED WITHIN 5 (FIVE) YEARS FROM THE DATE OF SUBMISSION. FAILURE TO SO . LABEL SUCH MATERIALS OR FAILURE TO TIMELY RESPOND AFTER NOTICE OF REQUEST FOR PUBLIC DISCLOSURE HAS BEEN GIVEN SHALL BE DEEMED A WAIVER BY THE SUBMITTING VENDOR OF ANY CLAIM THAT SUCH MATERIALS ARE, IN FACT, S7 E%QPT. 1-02.12 PUBLIC OPENINGS OF BIDS (REPLACEMENT SECTION) SEALED BIDS WILL BE RECEIVED BY T,1E CIT'I OF RFNTON , WASJINGTON, BY FILING WITH THE CITY CLEW, �• MNICIPAL BUILDING, RENTON, WASHINGTON, AS PER THE CALL FOR BIDS AND WILL BE OPENED AND PUBLICLY READ ALOUD. 1-03 AWARD AND MCUTlON OF CONTRACT r- 1-03.1 CONSIDERATION OF 81OS (ADDITIONAL SECTION) ALL BIDS WILL BE BASED ON TOTAL SUM OF ALL SCHEDULES OF PRICES. NO PARTIAL BIDS WILD. BE ACCEPTED UNLESS SO STATED IN THE CALL FOR BIDS OR SPECIAL PROVISIONS. THE CITY RESERVES THE RIGHT HOWEVER TO AWARD ALL OR A" SCHEDULE OF A BID TO THE LOWEST BIDDE= AT ITS DISCRETION. I-C4 SCOPE OF THE WORK 1-04.5 PROCEDURE ONC PROTEST BY THE CONTRACTOR (REPLACEMENT SECTION) ANY QUESTIONS ARISING BE.TWEEN THE INSPECTOR AND THE CONTRACTOR OR HIS SUPERINTENDENT OR FOREMAN AS TO THE MEANING OR INTENT OF ANY PART OF THE PLANS AND SPECIFICATIONS OR ANY CONTRACT DOCUMENT, SHALL BE IMEDIATELY BFOUOR TO THE ATTENTION OF THE PUBLIC WOWS DIRECTOR OR HIS REPRESENTATIVES FOR INTERPRETATION AND ADJUSTMENT, IF WARRANTED. FAILURE ON THE PART OF THE PUBLIC WOWS DIRECTOR OR HIS REPRESENTATIVE TO DISCOVER AND CONDEMN OR REIECT IMPROPER, DEFECTIVE OR INFERIOR WOW( 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 NAVE BEEN USED TO iPA_EMT DISPUTES AND LITIGATION, IT IS FURTHER AGREED BY THE PARTIES HERETO THAT THE PUBLIC WORKS DIRECTOR OR HIS REPRESENTATIVE SHALL DETEPoAINE THE QUANTITY AND QUALITY OF THE SEVERAL KINDS OF M)RK EMBRACED IN THESE IMPROVEMENTS. HE SHALL DECIDE ALL QUESTIONS RELATIVE TO THE EXECUTION OF THE WORK AND THE INTERPRETATION OF THE PLANS AND SPECIFICATIONS. IN THE. EVENT THE CONTRACTOR IS OF THE OPINION HE WILL BE DAMAGED BY SUCH INTERPRETATION, HE SHALL, WITHIN 3 CAYS, NOTIFV THE ENGINEER AND THE CITY CLERK IN WRITING OF THE ANTICIPATED NATURE AND AMOUNT O THE DAMAGE OR DAMAGES. TIME IS OF THE ESSENCE IN THE GIVING OF SUCH NOTICE. IN THE "- Supplemental Speciflcations (Rey 02/09/87) Page 3 1-05.5(1) CONSTRUCTION STAKING (REPLACEMENT SECTION) THE ENGINEER SMALL HAVE THE RIGHT TO MAKE REASONABLE CWWGES 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 25 FEET FOR BATTER BOARDS OR 50 FEET FOR LASER, SET IN ADVANCE OF THE WORK. WHENEVER WOE( IS IN HR PROGRESS, THE CONTRACTOR SHALL HAVE IN MIS EMPLOYMENT A WORKER COMPETENT TO SET A BATTER BOARD OR OTHER CONSTRUCTION GUIDE FROM THE LINE AND GRADE STAKES GIVEN BY THE ENGINEER. G' SUCH EMPLOYEES 94ALL HAVE THE DUTY AND RESPONSIBILITY OF PLACING AND MAINTAINING SUCH CONSTRUCTION M GUIDES. A BATTER BOARD SET WITH AN ENGINEER'S LEVEL 94ALL BE USED FOR ALL LINES SET ON A GRADE OF {'wi 0.50 PERCENT OR LESS. AT LEAST THREE BATTER BOARDS SHALL RETAIN IN PLACE DURING PIPE LAYING OPERATIONS. IF, TW"JGH THE CONTRACTOR'S NEGLIGENCE, ANY STAKES 9HALL 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 REPLACEMENT. r THE LASER METHOD OF ESTABLISHING GRADE MAY BE USED PROVIDING; i.e I. REQUESTS FGR USE, LISTING EQUIPMENT, AND METHOD OF OPERATION ARE SUBMITTED FOR CITY REVIEW AND APPROVAL AT LEAST FIVE DAYS PRIOR TO USE. 3P' 4+ 2. GR8 "S ARE CHECKED AT LEAST ONCE EVERY 50 FEET AND AT LEAST 3 TIMES DAILY BY CONVENTIONAL METHODS. y. 3. PROPER ANCHORING OF PIPE IS PERFORMED IN LOCATIONS WHERE A BOX IS BEING USED FOR EXCAVATION. THE CONTRACTOR SHALL ARRANGE HIS WORK TO ALLOW A REASONABLE TIME FOR THE SETTING OF STAKES FOR THE NEXT PHASE OF HIS OPERATION TO PREVENT WORK DELAYS WHILE WAITING FOR CONSTRUCTION GUIDES. THE CONTRACTOR SHALL ASSUME FULL RESPONSIBILITY FOR DETAILED DIMENSIONS AND FOR TRANSFERRING . , ELEVATIONS OR MEASUREMENTS MEASURED FROM SUCH STAKES AND MARKS. DELAYS BY REASON OF LACK OF STAKES OR A TIME REQUEST FOR SURVEY LESS THN4 3 DAYS, ARE DEEMED A RISK TO THE CONTRACTOR AND SHALL NOT BE THE BASIS FOR 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 IT04 FOR SURVEYING IS SPECIFICALLY LISTED IN THE SCHEDULE OF PRICES. 1-05.5(2) CONTRRACYOR PROVIDED CONSTRUCTION STAKING (NEW SECTION� WHERE THE CONTRACTOR IS REQUIRED TO PROVIDE CONSTRUCTION STAKING HE SHALL BE RESPONSIBLE FOR SECURING THE SERVICES OF A PROFESSIONAL LAND SURVEYOR WHO SHALL PROVIDE ALL SURVEY STAKING NEEDED IN CONJUCTION WITH THE PROJECT. THIS STAKING SMALL CONSIST OF, BUT NOT BE LIM:TED TO: ROADWAY CENTERLINE SANITARY SEWER s SLOPE STAYING FIRE HYDRANTS CURBS AND GUTTERS STREET LTGHTINNG GRADING AND PAVING INDER(RO LADING POWER d TELEPHONE ... TELEMETRY TRAFFIC SIGNAL SYSTEM STORM GRAIN SYSTEM PSP&L CO. N1 P.N.W.B. VAULTS MONAIENTS MONUMENT REFERENCE/STRADDLE MINTS ' SIGNAL SYSTEMS 6 POLES Supplemental Specifications P" (Rev 02/09/87) Page 6 1-04.10 CONTINUED r ANY COST INCURRED IN SALVAGING AND DELIVERING SUCH ITEMS SMALL BE CONSIDERED INCIDENTAL TO THE f PROJECT AND NO COMPENSATION WILL BE MADE. +r 1-04.12 WASTE SITES (ADDITIONAL SECTION) ALL MATERIALS DESIGNATED BY THE ENGINEER TO BE WASTED SHALL BE HAULED, DUMPED, AND SPREAD AT THE LOCATIONS SELECTED BY THE CONTRACTOR, THE CONTRACTOR SHALL HAVE THE RESPONSIBILITY OF OBTAINING HIS OWN WASTE SITE. ALL WORK INCLUDED IN THIS SECTION SMALL BE CONSIDERED TO BE INCIDENTAL TO OTHER ITEMS OF WORK AND ND FURTHER COMFENSATION WILL BE MADE. A. THE ROUTE TAKEN TO THE WASTE SITE SHALL BE MAINTAINED SOLELY BY THE CONTRACTOR IN A KAN ER AS DESCRIBED BELOW: THE CONTRACTOR SHALL BE PREPARED TO USE WATER TRUCKS, POWER SWEEPERS, AND RELATED EQUIPMENT AS DEEMED NECESSARY By THE PUBLIC WORKS DIRECTOR TO ALLEVIATE THE PROBLEM OF LOST SPOILS ALONG THE ROUTE. PROMPT RESTORATION OF THE ROUTE IS MANDATORY. THE CONTRACTOR SHALL SECURE ALL NECESSARY PERMITS AND APPROVALS FOR ANY WASTE SITE TO BE USED. COPIES OF THE PERMITS AND APPROVALS ARE TO BE SUBMITTED TO THE ENGINEER PRIOR TO STARTING ANY ! WORK. 1-04.13 HOURS OF WORK (ADDITIONAL SECTION), L- THE WORKING HOURS FOR CITY PROJECTS WILL BE LIMITED TO WEEKDA : DURING THE PERIOD FROM 8:00 A.M. TO 5:00 P.M. THME HOURS OF WORK MAY BE CHANGED AT THE DISCRETION In FHE ENGINEER WHEN IT IS IN THE !` INTEREST OF THE PUBLIC OR THE CONTRACTOR OLE TO REASONS OF SAFETY, HEALTH, OR WELFARE. 1-04.14 CONTRACTOR'S COPIES OF CONTRACT DOCUMENTS (ADDITIONAL SECTION THE CONTRACTOR BILL BE SUPPLIED BY THE OWNER WITH 5 SETS OF PLANS AND SPECIFICATIONS. AT (EAST ONE COPLETE SET OF CONTRACT DOCUMENTS, INCLDING ONE FULL SIZE SET OF DRAWINGS, SMALL BE KEPT AT THE SITE OF CONSTRUCTION IN GOOD CONDITION AND AT ALL TINES AVAILABLE TO THE OWNER AND THE ENGINEER. ADDITIONAL COPIES OF THE CONTRACT DOCUMENTS, IF REQUIRED, WILL BE FURNISED BY THE OWNER AT NET COST OF REPRODUCTION. 1-05 CONTROL OF Wl1RK 1-05.3 PLANS AND WORKING DRAWINGS (PARTIAL REPLACEMENT SECTION) DRAWINGS SUBMITTED SHALL BE ON 22 INCH BY 34 INCH MYLAR OR SMALLER SHEETS WITH DIMENSIONS IN MUiLTIPLES OF 8 1/2 BY 11 INCHES. 1-05.3(1) SUBMITTALS (NEW SECTION) THE CONTRACTOR SHALL FURNISH FIVE COPIES OF ALL DRAWINGS, SPECIFICATIONS, DESCRIPTIVE DATA, CERTIFICATES, SAMPLES, TESTS, METHOD, SCHEDULES, AND MANUFACTURER'S INSTRUCTIONS AS REQUIRED TO DEMONSTRATE FULLY THAT THE MATERIALS AND EQUIPMENT TO BE FURNISED AND THE METHOD OF WORK COMPLY WITH THE PROVISIONS AND INTENT OF THE SPECIFICATIONS AND DRAWINGS. IF THE INFORMATION SHOWS ANY DEVIATION FROM THE CONTRACT REQUIREMENTS, THE CONTRACTOR SHALL, BY A STATEMENT IN WRITING ACCOMPANYING THE INFORMATION, ADVISE THE ENGINNEER OF THE DEVIATION AND STATE THE REASONS THEREFORE. Supplemental Specifications (Rev 02/09/87) Page 5 M 1-05.12 FINAL ACCEPTANCE (REPLACEMENT SECTION) THE CONTRACTOR SHALL NOTIFY THE ENGINEER IN WRITING OF THE COMPLETION OF THE WORK WHERE I" 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 WOW( SHALL BE MADE BY THE k.. OWNER. ACCEPTANCE BY THE CONTRACTOR OF FINAL COMPENSATION FOLLOWING FINA4. ACCEPTANCE BY THE CITY SHALL CONSTITUTE FILL AND FINAL PAYMENT FOR ALL WOW UNDER THE CONTRACT, INCLUDING ANY CLAIM FOR CHANGED CONDITIONS OR CHANGED WORK ORDERS EXTRA WORK, DELAY OR ANY OTHER CAUSE FOR CLAIMS FOR ADDITIONAL COMPENSATION. t.. 1-05.15 METHOD OF SERVICE OF NOTICE (REPLACEMENT SECTION) k . WRITTEN NOTICE 94ALL BE DEEMED TO HAVE BEEN OULY SERVED IF DELIVERED IN PERSON TO THE INDIVIDUAL, �W OR TO 1 PARTNER OF THE FIRM, OR TO AN OFFICER OF THE CORPORATION OR OWNER OR i0 THE CITY CLERK, OR IF SENT BY RECISTERZO UNITED STATES MAIL TT) THE BUSINESS ADDRESS SHOWN IN THE CONTRACT OOCUENTS. e 1-05.16 ERRORS AND OMISSIONS (NEW SECTION) 11.H IF THE CONTR'70R, 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 PM'1SICAL CONDITIONS OF THE LOCALITY, HE SHALL IMMEDIATELY INFORM THE ENGINEER. THE ENGINEER, IF HE DEEMS IT NECESSARY, SHALL OW RECTIFY THE MATTER AND ADVISE THE CONTRACTOR ACCORDINGLY, ANY WORK DONE AFTER SUCH DISCOVERY, �Mr UNTIL AUTHORIZED, WILL BE DONE AT THE CONTRACTOR'S RISC. 1-07 LEGAL RELATIONS AND RESPONSIBILITIES TO THE PUBLIC 1-07.4 SANITATION (ADDITIONAL SECTION) ALL EXPENSES INCURRED IN SUPPLYING ACCESS, PAWING, AND SANITATION FACILITIES BALL BE CONSIDERED INCIDENTAL TO THE PROJECT AND NO COMPENSATION SHALL BE MADE. r 1-07.7 LOAD LIMITS (REPLACEMENT SECTION) ALL MOTOR VEHICLES OF THE CONTRACTOR, SUBCONTRACTORS, AND SUPPLIERS BALL STRICTLY ADHERE TO t CHAPTER . 46.44 OF THE MOTOR VEHICLE LAWS OF THE STATE OF WASHINGTON (1967 EDITION AND AMENDMENTS M• THEREOF) IN REGARD TO SIZE, WEIGHT, AND LOADS OF MOTOR VEHICLES. PAYMENT WILL NOT BE MADE FOR ANY MATERIAL T)!AT IS DELIVERED IN EXCESS OF THE LEGAL WEIGHT FOR WHICH THE VEHICLE 15 LICENSED. ANY VIOLATION OF THESE REGxLATIONS SHALL BE REPORTED TO THE AFFECTED LAW ENFORCEMENT AGENT, THE CONTRACTOR IS TO FURNISH TO THE PUBLIC WOWS DIRECTOR A LISTING OF ALL HAUL VEHICLES USED ON THE PROJECT, LISTING THE VEHICLE NUMBER, LICENSE NUMBER, TARE WEIGHT, AND LICENSED LOAD LIMITS. 1-07.9 WAGES (REPLACEMENT SECTION) THIS CONTRACT IS SUBJECT TO CHAPTER 39.12 RCW, AND AMENDMENTS AND ADDITIONS THERETO RELATING TO MINIMA WAGES. ON FEDERAL AID PROJECTS, FEDERAL WAGE LAWS AND REG;xLATIONS ARE ALSO APPLICABLE. HOURLY MINIMUM RATES OF WAGES AM 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. Supplemental Specifications *a (Rev 02/09/87) Page 8 1-05.5(2) CONTINUED }r THE CONTRACTOR ;HALL ASSLW FULL RESPONSIBILITY FOR THE ACCURACY OF THE STAKING AND SHALL PROVIDE i ALL REPLACEMENT STAKING OR RE-STAKING NEEDED. THE CITY WILL PROVIDE THE CONTRACTOR'S SURVEYOR WITH THE HORIZONTAL AND VERTICAL CONTROL NEEDED TO PERFORM THE CONSTRUCTION STAKING. N THE CONTRACTOR'S SURVEYOR SHALL PROVIDE THE ORIGINAL FIELD NOTES A4D A SET OF THE FIELD NOTES WHICH SHALL CONTAIN AS-CONSTRUCTED LOCATIONS OF THE IMPROVEMENTS CONSTRUCTED UNDER THIS CONTRACT. THESE NOTES SHALL CONTAIN AS A MINIMUM THE CENTER LINE STATION AND OFF SET AND CUT TO EACH TEE, VALVE, P" BEND, HYDRANT, MANNOIE, CULVERT, CATCH BASIN, INLETS, CLEANDUTS SIDESEWER, WATER SERVICE, CURB, (.. GUTTER, SIDEWALK, AND ALL OTHER O- WGES IN ALIGMENT OR GRADE AS MAY BE NEEDED TO DRAW ACCURATE AS CONSTRUCTED RECORDS OF THE PROJECT. THESE NOTES SHAL'_ BE KEPT LEGIBLY, IN A FORMAT CONFORMING TO '... ROOD ENGINEERING PRACTICE IN A HARD COVERED FIELD BOOK SUPPLIED TO THE CONTRACTORS SURVEYOR BY THE CITY ON REQUEST. A. THE LLW SLIM OMIT PRICE FOR CONSTRUCTION STAKING WILL BE FULL COMPENSATION FOR ALL SURVEYING NEEDED TO CONSTRUCT THE IMPROVEMENTS TO THE LINE AND GRADE PER THE APPROVED PLANS, AND TO PROVIUE THE 1.. REQUIRED CONSTRUCTION AND AS-CONSTRUCTED FIELD NOTES. PARTIAL PAYMENTS FOR THIS ITEM WILL RE MADE IN CONNECTION WITH THE MONTHLY PAY ESTIMATES BASED UPON WORK COMPLETED AS DETERMINED BY THE ENGINEER. ALL ROADWAY STAKING, SUCH AS CENTERLINE, CURBS AND GUTTERS, AND GRADING AM ;PAVING SHALL BE DONE AT A MINIMUM OF 25 FOOT CENTERS. A COPY OF ALL CUT-SHEETS AND SIMILAR WORN SF%.L BE GIVEN TO THE CITY AND A COPY OF THE SURVEY CONTROL NOTES SHALL BE GIVEN TO THE CITY WHEN "4:. r � 1-05.50I CONTRACTOR PROVIDED AS-BUILT INFCFMATION `r IT SHALL BE THE CONTRACTORS RESPONSIBILITY T9 RECORD THE LOCATION, BY CENTERLINE STATION, OFFSE-. AND DEPTH BELOW PAVEMENT, OF ALL EXISTING UTILITIES UNCOVERED OR CROSSED DURING HIS WORK AS COVERED y UNDER THIS PROJECT. IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO HAVE HIS SURVEYOR LOCATE BY CENTERLINE STATION, ( OFFSET AND ELEVATION, EACH MAJOR ITEM OF WORK DOE UNDER THIS CONTRACT. �r MAJOR ITEMS OF WORK SHALL BE DEFINED TO INCLUDE THE FOLLOWING ITEMS. - MA*MES CATCH BASINS AND INLETS VALVES VERTICAL AND HORIZONTAL BENDS JUNCTION BOXES CLEANOUTS SIDE SEWERS STREET LIGHTS 4 STANDARDS HYDRANTS MAJOR CHANGES IN DESIGN GRADE(S) VAULTS CU.VERTS AFTER THE COMPLETION OF THE WORK COVERED BY THIS CONTRACT, THE CONTRACTORS SURVEYOR SHALL PROVIDE TO THE CITY THE HARD COVER FIELD BOOK(S) CONTAINING THE CONSTRUCTION STAKING, AND AS-BUILT NOTES; AND ONE SET OF WHITE PRINTS OF THE CONSTRUCTION DRAWINGS UPON WHICH HE HAS PLOTTED THE NOTES OF THE CONTRACTOR LOCATING EXISTING UTILITIES, AND ONE SET OF WHITE PRINTS OF THE CONSTRUCTION DRAWINGS UPON WHICH HE HAS PLOTTED THE AS-BUILT LOCATION OF THE NEW WORK AS RECORDED IN THE FIELD BDOK(S). THIS DRAWING SHALL BEAR THE SURVEYORS SEAL AND SIOWTURE CERTIFYING ITS ^.CCURACY. THE LUMP SUM UNIT PRICE FOR CONSTRUCTION STAKING WILL BE FULL COMPENSATION FOR ALL SURVEYING NEEDED TO CONSTRUCT THE IMPROVEMENTS TO THE LINE AND GRADE PER THE APPROVED PLANS, AND TO PROVIDE THE REQUIRED CONSTRUCTION AND AS-CONSTRUCTED FIELD NOTES. PARTIAL PAYMENTS FOR THIS ITEM MILL BE MADE IN CONNECTION WITH THE MONTHLY PAY ESTIMATES BASED UPON WORK COMPLETED AS DETERMINED BY THE ENGINEER. Supplemental Specificetions (Rev 02/09/87) Page 7 1-07,9 CONTINUED ON FEDERAL-AID PROJECTS THE CONTRACTOR AM EACH SUBCONTRACTOR 94ALL ALSO FURNISH WEEKLY PAYROLL ` STATEMENTS TO THE ENGINEER. IF THE CONTRACTOR UTILIZES THE OCCUPATION CODE WHEN SUBMITTING PAYROLLS AND WAGE AFFIDAVITS, AND ... MORE THAN ONE JRISDICTIONAL AREA IS INVOLVED IN THE PROJECT, THE JURISDICTIONAL AREA INVOLVED SHALL BE SHOWN IMEDIATELY FOLLOWING THE OCCUPATION CODE NUMBER, I.E.: 10-0010 YAK.E. THE CONTRACTOR'S RECORDS PERTAINING TO WALES PAIC AND PAYROLLS SHALL BE OPEN TO INSPECTION OR AUDIT F- BY REPRESFNTATIVES OF THE CITY Ol/2ING THE LIFE OF THE CONTRACT AND FOR A PERI00 OF NOT LESS THAN THREE (3) YEARS AFTER. THE DATE OF ACCEPTANCE THEREOF, AM TIE CONTRACTOR. SHALL RETAIN SUCH RECORDS FOR THAT PERIOD. WHERE SUCH RECORDS PERTAINING TO WA—, ., PAID AND PAYROLLS FOR THE CONTRACT ARE MAINTAINED BY SUBCONTRACTORS OR AGENTS OF THE CONTRACTOR, THE CONTRACTOR EXPRESSLY GUARANTEES THAT THE RECORDS OF SUCH SUBCONTRACTORS OR AGENTS SHALL BE MEN TO INSPECTION AND AUDIT BY REPRESENTATIVES OF THE CITY ON THE SANE TERMS AND CONDITIONS AS THE RECORDS OF THE CONTRACTOR. IF AN AUDIT IS TO BE LMMENCEO MORE THAN SIXTY (60) DAYS AFTER THE ACCEPTANCE DATE OF THE CONTRACT, THE CONTRACTOR WILL BE GIVEN A REASONABLE NOTICE OF THE TIME WHEN SUCH AUDIT IS TO BEGIN. ' BEFORE PAYMENT IS MADE BY THE CITY OF ANY SUMS DUE UNDER THIS CONTRACT, THE CITY MUST RECEIVE FROM THE CONTRACTOR AND EACH "CONTRACTOR, A COPY OF "STATEMENT OF INTENT TO PAY PREVAILING WAGES" (FORM L 6 I NUMBER 700-29) AS SIGNED AND APPROVED BY THE WASHINGTON STATE DEPARTMENT OF LABOR 411D INDUSTRIES, a 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 NUMBER 700-7 STATE DEPARTMENT OF LABOR AND rw INDUSTRIES) CERTIFYING THAT ALL PREVAILING WAGE REQUIREMENTS HAVE 13EE9N SATISFIED. 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. e, A FEE OF $12.50 PER EACH "STATEMENT OF INTENT TO PAY PREVAILIN, WAGES" AND "AFFIDAVIT OF WAGES PAID" IS RE UIFcD TO ACCOMPANY EACH FORM SUBMITTED TO THE DEPARTMENT OF LABOR AND INDUSTRIES. THE CONTRACTOR IS RESPONSIBLE FOR PAYMENT OF THESE FEES AND BALL MAKE ALL APPLICATIONS DIRECTLY TO THE a„ DEPARTMENT OF LABOR AND INDUSTRIES. THE.,. FEES SMALL BE INCIDEN,AL TO ALL THE BID ITEMS OF THIS CONTRACT. IN ADDITION, THE PRIME 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. 1-07.11(9) SUBCONTRACTING (ADDITIONAL SECTION) h. BEFORE PAYMENT OF THE FINAL. ESTIMATE, THE CONTRACTOR SHALL SUBMIT AN AFFIDAVIT OF AMOUNTS PAID TO MINORITY BUSINESS ENTERPRISE AND OF WOMEN BUSINESS ENTERPRISE PARTICIPANTS ON THE FORM PROVIDED BY y THE CITY; CERTIFYING THE AMOUNTS PAID TO MINORITY BUSINESS 40 OR WOMEN BUSINESS ENTERPRISE PARTICIPANTS. 1-07.11(10) RECORDS AND REPORTS (REPLACEMENT SECTION) THE CONTRACTOR WILL BE REQUIRED TO COMPLETE AND SUBMIT THE FOLLOWING DOCUMENTS BEFORE PROGRESS AND OR FINAL PAYMENTS TO THE CONTRACTOR WILL BE APPROVED BY THE PUBLIC WOF!(S DIRECTOR: u' 1. EACH MONTH - DEPARTMENT OF LABOR STADARO FORM 257 Ww 2. EACH JULY - STATE HIGHWAY FORM PR-1391 THE OWNER WILL FURNISH THESE FORMS TO THE PRIME CONTRACTOR DURING THE PRECONSTRUCTION MEETING. Supplemental Specifications (Rev 02/09/87) Page 10 w 1-05.12 FINAL ACCEPTANCE (REPLACEMENT SECTION) THE CONTRACTOR, ANY SUBCONTRACTOR, OR OTHER PERSON DOING THE WOW OR ANY PART OF IT SHALL NOT PAY ANY WORKMEN, LABORERS, OR MECHANICS LESS THAN THE REQUIRED HOURLY MINIMUM RATES O' WAGES 90WN IN THE rONIRACT. WAGES IN EXCESS OF SUCH HDLFLY RATES MAY BE PAID. IN ADDITION TO THE WAGE RATE DESIGNATED, THE EMPLOYER SHALL CONTRIBUTE FOR EACH COMtPENSABLE HOUR THE FRINGE BENEFITS LISTED. IT IS SPECIFICALLY UNDERSTOOD AND AGREED THAT THE WAGE RATES AND FRINGE BENEFITS FOR THIS CONTRACT ARE SUBJECT TO CHANGES, THAT THE BIDDER ACCEPTS FUA-L RESPOISIBILITY AND ASSMES THE -tISO OF ANY INCREASED LABOR CTST BY REASON OF PAYING HIGHER RATES THAN THOSE SHOWN IN THE CONTRACT. THE CITY D,ES NOT WARRANT ON REPRESENT THAT LABOR CAN BE PROCURED FOR THE MINIMUM RATES SET FORTH OR AS CHANGED. IT IS THE CONTRACTORS RESPONSIBILITY TO ASCERTAIN TE WAGES ABOVE SUCH MINIMUM AS HE WILL HAVE TO PAY. r t.... THE CONTRACTOR 94ALL POST, IN A LOCATION ACCEPTABLE TO THE CITY AD LIBOR AND INDUSTRIES, A COPY OF THE AFPRDVED "STATENQNT OF INTENT TO PAY PREVAILING WAGE", A COPY OF THE PREVAILING WAGE RATES FOR .• THE PROJECT UPON WHICH THE CON WTO2 HAS INDICATED THE APPROXIMATE NUMBER OF WORKERS IN EACH IL CLASSIFICATION; AND THE AGGRESS AND TELEPHONE NUMBER OF THE INDUSTRIAL STATISTICIAN OF THE OEPARTMENT OF LABOR AND INDUSTRIES WHERE A COMPLAINT OR INQUIRY CONCERNING PREVAILING WAGES WAY 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 IN THE PREVAILING RATE OF WAGE FOR A SIMILAR CLASSIFICATION OF LABOR, THE CONTRACTOR SHALL PAY NOT LESS `« THAN THE WAGE WHICH IS THE HIDER OF THE TWO. ,..• IF THE CONTRACTOR MAKES USE OF APPRENTICES ON PROJECTS GOVERNED BY WAGE RATES DETERMINED BY THE L STATE DEPARTMENT OF LABOR AMC) HE INDUSTRIES, HE SHALL PRESENT TO T ENGINEER WRITTEN EVIDENCE OF REGZSTRATION OF SUCH EMPLOYEES IN A PROGRAM APPnJVED BY THE STATE APPRENTICESHIP COUNCIL AND THE PERIOD OF PROGRESSION FOR EACH SUCH APPRENTICE EMPLOYEE. IF THE CONTRACTOR MAKES 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 E el.QYEES IN A PROGRAM OF A STATE APPRENTICESHIP AND TRAINING AGENCY APPROVED AND RECOGNIZED BY THE U. S. E10TAU OF APPRENTICESHIP AND TRAINING. IN THE ABSENCE OF SUCH A STATE AGENCY, THE CONTRACTOR SHALL SUBMIT EVIDENCE OF APPROVAL AND REGISTRATION BY THE U. S. BUREAU OF APPRENTICESHIP AND TRAINING. THE CONTRACTOR SHALL SUBMIT TO THE ENGINEER WRITTEN EVIDENCE OF THE ESTABLISHED APPREMTIOE 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 ARE THE PREVAILING RATES OF WAGES FOR WOW( 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 MATTER SHALL BE REFERRED TO THE DIRECTOR OF THE DEPARTMENT OF LABOR AND INDUSTRIES OF THE STATE OF WASHINGTON (OR TO THE UNITED STATES SECRETARY OF LABOR WHEN PREVAILING WAGES ESTABLISED BY THAT OFFICE ARE INVLLVEI), AND HIS DECISION THEREIN SHALL BE FINAL, CONCLUSIVE AND BIIOING ON ALL PARTIES INVOLVED IN THE D1rL�,. IF THE CONTRACTOR MAKES USE OF A LABOR CLASSIFICATION NOT LISTED IN THE SPECIAL PROVISIONS, THE CONTRACTOR SHALL REQUEST THE DETERMINATION OF THE APPROPRIATE WAGE RATE FOR THE CLASSIFICATION AND FOR THE AREA IN WHICH WORK IS PERFURMED, FROM THE INDUSTRIAL STATISTICIAN OF THE DEPARTMENT OF LABOR AND INDUSTRIES. BEFORE THE CITY WILL RELEASE EACH PROGRESS ESTIMATE PAYMENT CHECK THE CONTRACTOR MUST SUBMIT A "CERTIFICATION BY GENERAL CONTRACTOR"(FOWH SUPPLIED BY CITY) CONFIRMING THAT PREVAILING WAGE_ RATES HAVE BEEN PAID. Supplemental Specifications (Rev 02/09/87) Page 9 1-07.16 CONTINUED DUST AND MA) CONTROL SHALL BE CONSIDERED AS INCIDENTAL TO THE PROJECT, AND NO --UFENSATION WILL BE ' MADE FOR THIS SECTION. COMPLAINTS OF DUST, MLA) OR UNSAFE PRACTICES AND/OR PROPERTY DAMAGE TO PRIVATE OWNERSHIP WILL BE TRANSMITTED TO THE CONTRACTOR AND PROMPT ACTION IN CORRECTING THEM WILL BE REQUIRED BY THE CONTRACTOR. 1-07.16 PROTECTION MD RESTORATION OF PROPERTY (ADDITIONAL SECTION). THE OWNER WILL OBTAIN ALL EASLMENT� NO FRANCHISES REQUIRED FOR THE PROJECT. THE CONTRACTOR SHALL LIMIT HIS OPERATION TO THE AREAS OBTAINED AND SHALL NOT TRESPASS ON PRIVATE PROPERTY. THE OWNER WAY PROVIDE CERTAIN LANDS, AS INDICATED IN CONNECTION WITH THE WORK UNDE, THE CONTRACT TOGETHER WITH THE RIGHT OF ACCESS TO SUCH LANDS. THE CONTRACTOR 94ALL NOT UNREASONABLY ENCUMBER THE PREMISES WITH HIS EQUIPMENT OR MATERIALS. THE CONTRACTOR SHALL PROVIDE, WITH NO LIABIL_TY TO THE OWNER, ANY ADDITIONAL LAND AND ACCESS THERETO NOT SHOWN OR DESCRIBED THAT MAY BE REQUIRED FOR TEIPORAHY CONSTRUCTION FACILITIES OR STORAGE OF MATERIALS. HE SHALL CONSTRUCT ALL ACCESS ROADS, DETOUR ROADS, OR OTHER TEMPORARY WORK AS REQUIRED BY HIS OPERATIONS. THE CONTRACTOR SHALL CONFINE HIS EQUIPMENT, STORAGE OF MATER;AL, AND OPERATION OF HIS WORKERS TO THOSE AREAS SHOWN AND DESCRIBED AND SUCH ADDITIONAL AREAS AS HE MAY PROVIDE. A. GENERAL. ALL CONSTRUCTION WORK Li:uER THIS CONTRACT ON EASEMENTS, RIGHT-OF-WAY, OVER PRIVATE PROPERTY OR FRANCHISE, SHALL BE COFINED TO THE LIMITS OF SUCH EASEMENTS, RIGHT-CF-WAY OR FRANCHISE. ALL WORK SHALL BE ACCOMPLISHED SO AS TO CAUSE THE LEAST AMOUNT OF DISTURBANCE AND A MINIMUM AMOUNT 0= DAMAGE. THE CONTRACTOR SHALL SOHECILE HIS WORK SO THAT TRENC -S ACROSS EASEMENTS SHALL NOT BE LEFT OPEN DURING WEEKENDS OR HOLIDAYS AND TRENCHES BALL NOT BE OPEN FOR MORE THAN 48 HORS. B. STRUCTURES. THE CONTRACTOR SHALL REMOVE SUCH EXISTING STRUCTURES AS WAY BE NECESSARY FOR THE PERFORMANCE OF THE WORK AND, IF REQUIRED, 94ALL REBUILD THE STRUCTURES THUS REMOVED IN AS GOOD A CONDITION AS FOUND. HE SHALL ALSO REPAIR ALL 9(ISTING STRUCTURES WHTCH MAY BE DAMAGED AS A RESULT OF THE WORK UNDER THIS CONTRACT. C. EASEMENTS - CULTIVATED AREAS AND OTHER SURFACE IMPROVEMENTS. ALL CULTIVATED AREAS, EITHER AGRICLLTURAL OR LAWNS, AND OTHER SURFACE IMPROVEMENTS WHICH ARE DAMAGED BY ACTIONS OF THE CONTRA:,ii 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 STOCKPILE IT IN SUCH A M"-=' THAT IT MAY BE REPLACED BY HIM, UPON C)PLETION OF CONSTRUCTION. ORNAMENTAL TREES AND SHRUBBERY S:UALL BE CAREFULLY REMOVED WITH THE EARTH SURROUNDING THEIR ROOTS WRAPPED IN "LAP AND REPLAN,FD IN THEIR ORIGINAL POSITIONS WITHIN 48 HOURS. ALL SHRUBBERY OR TREES DESTROYED OR DAMAGED, SHALL BE REPLACED BY THE CONTRACTOR WITH 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 SHALL BE CAREFULLY CUT AND ROLLED AND REPLACED AFTER THE TRENCHES HAVE BEEN BACKFILLED. THE LAWN AREA SHALL BE CLEANED BY SWEEPING OR OTHER MEANS, OF M 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 Supplemental Specifications (Rev 02/09/87) Page 12 P� 1-07.11(10) CONTINUED AN EQUAL EMPLOYMENT OPPORTUNITY REPORT CERTIFICATE SHALL BE EXECUTED BY THE BIDDER WITH HIS BID PROPOSAL ON THIS PROJECT AND WHICH COMES WITHIN THE PROVISIONS OF THE EQUAL EMPLOYMENT OPPORTUNITY REGULATIONS OF THE SECRETARY OF LABOR AS REVISED MAY 21, 1968. THE FORM OF CERTIFICATE WILL BE r FLIMISHM TO THE CONTRACTOR WITH THE PROPOSAL, WHICH THE CONMXT132 WILL PEED TO COMPLETE, STATING ll... AS TO WHETHER HE, HIS FIRM, ASSOCIATION, PARTNERSHIP, OR CORPO2ATION HAS PARTICIPATED IN ANY PREVIOUS CONTRACTS OR SUBCONTRACTS SUBJECT TO THE EQUAL OPPORTUNITY CLAUSE AND IF SO, WHETHER OR NOT HE WAS SUBMITTED ALL REPORTS DUE UNDER APPLICABLE FILING REQUIREMENTS. FAILURE ON 'HE PART OF THE BIDDER TO FURNISH THE REQUIRED MRTIFICATE WILL OF DUE CAUSE FOR REJECTION OF HIS BID. r IF A PROPOSAL LACKS AN EEO REPORT CERTIFICATE, RID THE CONTRACTOR WOULD OTHERWISE BE AWARDED THE CONTRACT, THE CONTRACTOR SHALL HAVE 10 DAYS AFTER NOTICE BY 'HE DIRECTOR OF PUBLIC WORKS TO PROVIDE THE SAME. IF THE CONTRACTOR REFUSES OR FAILS WITHIN THAT TIME TO PROVIDE THE CERTIFICATE, THEN THE PROPOSAL. GUARANTEE, IN THE FORM OF BOO, C:MECK, OR CASH WHICH ACCOMPANIED THE BID, WILL BE FORFEITED TO THE CITY. WHENEVER A CONTRACTOR REQUESTS PERMISSION TO SUBLET A PART OF ANY CONTRACT 40 SUCH CONTRACT COMES WITHIN THE PROVISIONS OF THE EQUAL OPPORTUNITY REGUUTIONS OF THE SECRETARY OF LABOR, REVISED MAY 21, 1968, HE SMALL OBTAIN THIS CERTIFICATION FROM HIS PROPOSED SUBCONTRACTOR AND FORWARD IT •-- TOGETHER WITH SUCH REQUEST. NO SUBCONTRACT WILL BE APPROVED BEFORE RECEIPT OF SUCH CERTIFICATION R.- FROM THE SUBCONTRACTOR. FOR THIS PURPOSE, CERTIFICATION FORMS MAY BE OBTAINED FROM THE PROJECT ENGINEER ASSIGNED TO THIS PROJECT. 1-07.17 CONTRACTOR'S RESPONSIBILITY FOR WORK (REPLACEMENT SECTION) THE WORK SHALL BE UNDER THE CONTRACTOR'S RESPONSIBLE CARE AND CHARGE. THE CONTRACTOR SHALL BEAR ALL LOSS AND DAMAGE WHATSOEVER AM FROM WHATSOEVER CAUSE, EXCEPT THAT CAUSED SOLELY BY THE ACT OF THE OWNER WHICH MAY OCCUR ON OR TO THE WORK( DURING THE FULFILLMENT OF THE CONTRACT. IF My SUCH LOSS OR DAMAGE OCCURS, THE CONTRACTOR SHALL IMMEDIATELY MAKE GDOD ANY SUCH LOSS OR DAMAGE, AID IN THE EVENT OF THE CONTRACTOR REFUSING OR 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 50 DOING 94ALL BE CHARGED TO THE CONTRACTOR. THE CONTRACTOR ALONE SHALL AT ALI. TIMES BE RESPONSIBLE FOR THE SAFETY OF HIS AND HIS SUBCONTRACTOR'S EMPLOYEES, AND FOR HIS AND HIS 9JECONTRACTOR'S PLANT AND EQUIPMENT MD THE METHOD OF PROSECUTING THE WORK. DURING UfAVORABL.E WEATHER AND OTHER CODITIONS, THE CONTRACTOR SHALL PURSUE ONLY SUCH PORTIONS OF THE WORK AS SKULL NOT DE DAMAGED THEREBY. NO PORTION OF THE WORN( WHOSE SATISFACTORY QUALITY OR EFFICIENCY WILL BE AFFECTED BY UNFAVORABLE CODITIONS SMALL BE CONSTRUCTED WHILE THESE CODITIONS EXIST, UNLESS BY SPECIAL MEANS OR PRECAUTIONS ACCEPTABLE TO THE ENGINEER, THE CONTRACTOR SHALL BE ABLE TO OYQRCOE THEM. 1-07.1A RESPONSIBILITY FOR DAMAGE ADDITIONAL SECTION) THE CONTRACTOR SHALL BE RESPONSIBLE FOR CONTROLLING OUST AND MUD WITHIN THE PROJECT LIMITS AND ON PAY STREET WHICH IS UTILIZED BY HIS EQUIPMENT FOR THE DURATION OF THE PROJECT. THE CONTRACTOR -- SMALL BE PREPAREU TO USE WATERING TRUCKS, POWER SWEEPERS, AM OTHER PIECES OF EQUIPMENT AS DEEMED NECESSARY BY THE ENGINEER, TO AVOID CREATING A NUISANCE. Supplemental Specifications (Rev 02/09/87) Page 11 '-07.18 CONTINUED CONTRACTOR MAY SUBMIT, IN LIEU OF AN ADDITIONAL COPY OF THE POLICY, A CERTIFICATION BY THE INSURANCE COMPANY ISSUING THE POLICY THAT ITS COVERAGE HAS BEEN EXTENDED TO THIS CONTRACT AND SETTING FORTH THE BASIC COVERAGE LIMITS. , THE CITY WILL PAY NO PROGRESS ESTIMATE PAYMENTS UNDER SECTION 1-09.9 UNTIL THE CONTRACTOR HAS FULLY COMPLIED WITH THIS SECTION. THIS REMEDY IS NOT EXCLUSIVE: AND THE CITY MAY TAKE SUCH OTHER ACTION AS IS AVAILABLE TO IT UNDER OTHER PROVISIONS OF THIS CONTRACT, OR OTHERWISE IN LAW, COVERAGE IN THE MINIMUM AMOUNT SET FORTH HEREIN SHALL NOT BE CONSTRUED TO RELIEVE THE CONTRACTOR FROM LIABILITY IN EXCESS OF SUCH COVERAGE. 1-07.23(1) PUBLIC CONVENIENCE AND SAFETY (ADDITIONAL SECTION) THE CONTRACTOR SHALL NOTIFY ALL PROPERTY OWNERS ALONG THE CONSTRUCTION AREA PRIOR TO CONSTRUCTION. THE NOTICE SHALL CONTAIN A DESCRIPTION OF THE SCOPE OF THE PROJECT, THE CONTRACTORS WNF AND ADDRESS, THE CONTRACTORS REPRESENTATIVES NAME AND OFFICE AND EMERGENCY PHONE NUMBERS AND THE OWNERS REPRESENTATIVES NAME ANU PHONE NUMBER. THE NOTICE SHALL BE MAILED OR DELIVERED TO EACH PROPERTY USING A PLASTIC ENVELOPE TO BE HUNG ON THE DOOR HANDLE. PLASTIC ENVELOPES WILL BE SUPPLIED BY THE CITY ON REQUEST, THE CONTRACTOR SWILL ALSO NOTIFY ALL LOCAL POLICE, TRANSIT, AND FIRE DEPARTMENTS, ` AND SCHOOL DISTRICTS PRIOR TO CONSTRUCTION. NAMES AND ADDRESSES WILL BE FURNISHED BY THE OWNER ON REQUEST. THE CONTRACTOR SHALL FURTHER NOTIFY EACH OCCUPANT IN PERSON A MINIMUM OF THREE DAYS PRIOR TO CONSTRUCTION IN FRONT OF EACH PROPERTY. 1-07.23(3) FLAGMEN, BARRICADES, AND SIGNS (REPLACEMENT SECTION) FLAGMEN, BARRICADES, SIGNS AND TRAFFIC CONTROL FURNISHED SHALL CONFORM TO THE STANDARDS ESTABLISHED IN THE LATEST ADOPTED COITION OF THE "MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES", PUBLISHED BY THE U. S. DEPARTMENT OF TRANSPORTATION. COPIES MAY BE PURCHASED FROM THE SUPERINTENDEN7T OF DOCUMENTS, U. S. GOVERMENT PRINTING OFFICE, WASHINGTON, D.C., 20402. THE CONTRACTOR SHILL IMPLEMENT THE TRAFFIC CONTROL PLANS) 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 CONTRACTOR SHALL, AT HIS OWN EXPENSE PROVIDE ALL SIGNS, BARRICADES, GUARDS, FLAGMEN , AND EQUIPMENT, CONSTRUCTION WARNINGS, AND NIGHT LIMITS IN ORDER TO PROTECT THE PUBLIC AT ALL TIMES FROM INJURY AS OF RESULT OF HIS OPERATIONS (SEE M.U.T.C.D.). IF THE CONTRACTOR S 0.LD FAIL TO MAINTAIN .... EFFICIENT LIGHTS AND BARRICADES, IN 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. WORK SHALL BE RESTRUCTURED, THE ORDER OF WORK MODIFIED, THE HORS OF WORK MODIFIED OR THE WORK HALTED ALTOGETHER AT THE ENGINEER'S DISCRETION WHEN THE ENGINEER FINDS SUCH A COURSE OR COURSES OF ACTION ' NECESSARY TO PROTECT THE PUBLIC OR THE CONTRACTOR'S SAFETY, HEALPH, AND WELFARE ALL SIGNS REMOVED SHALL BE SALVAGED AND DELIVERED TO THE CITY YARD. ALL COSTS IN CONNECTION WITH THE PROTECTION ANU MOVEMENT OF VEHICULAR AND PEDESTRIAN TRAFFIC SHALL BE CONSIDERED INCIDENTAL TO THE WORK INVOLVED OR SHALL BE INCLUDED IN THE LUMP SUM PRICE ITEM r "TRAFFIC CONTROL" IF SUCH AN ITEM IS INCH 1DED IN THE PROJECT. TRAFFIC MOVEMENT SHALL HEREIN BE DEFINED AS APPLYING TO BOTH VEHICULAR AND PEDESTRIAN TRAFFIC. THE ENGINEER SHALL BE THE CITY OF RENTON PUBLIC WORKS DIRECTOR OR HIS DULY AUTHORIZED REPRESENTATIVE (i.e. PROJECT ENGINEER, INSPECTOR) AS USED THROUGHOUT THIS SPECIFICATION. THE FOLLOWING IS A SUMMARY OF REGULATIONS THAT WILL APPLY TO TRAFFIC CONTROL OPERATIDNS ON THIS PROJECT, BUT DOES NOT Hr Supplemental Specifications (Rev 02/09/87) Page 14 PP` I 1-07.16 CONTINUED OBSTACLES SHALL BE REMOVED BY THE CONTRACTOR AND IMEDIATELY REPLACE, AFTER THE 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. CDAMAGE TO EXISTING STRUCTURES OUTSIDE OF EASEMENT AREAS THAT MAY RESULT FROM DEWATERING AND/OR OTHER CONSTRUCTION ACTIVITY UNDER THIS CONTRACT SHALL BE RESTORED TO THEIR ORIGINAL CONDITION OR BETTER, THE ORIGINAL CONDITION SHALL BE ESTABLISHED BY PIO70CAAPHS TAKEN AID/OR INSPECTION MADE PRIOR TO CONSTRUCTION. ALL SUCH WORK SHALL BE DOE TO THE SATISFACTION OF THE PROPERTY OWNERS AND THE OWNER AT 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. �w IN THE EVENT THE CONTRACTOR DOES NOT HAVE LABOR OR MATERIAL IMMEDIATELY AVAILABLE TO MAKE NECESSARY REPAIRS, THE CONTRACTOR SHALL SO INFORM THE OWNER. THE OWNER WILL MAKE THE NECESSARY 4' REPAIRS AID THE COST OF SUCH REPAIRS SHALL BE PAID BY THE CONTRACTOR. 1-07.17 UTILITIES AM SIMILAR FACILITIES (ADDITIONAL SECTION) ` LOCATION AND DIMENSIONS SHOWN ON THE PLANS FOR EXISTING UNDERGROUND FACILITIES ARE IN ACCORDANCE r WITH THE BEST AVAILABLE INFORMATION WITHOUT UCOVERING. AND MEASURING. THE OWNER DOES NOT rlARANTEE L THE SIZE AND LOCATION OF EXISTING FACILITIES. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO CONTACT ALL PUBLIC AND PRIVATE COPANIES HAVING A UTILITIES AND/OR FACILITIES IN THE VICINITY OF THE CONSTRUCTION AREA. w CALL BEFORE YOU DIG THE 48 HOUR LOCATORS 1-800-424-5553 IF, IN THE PROSECUTION OF THE WORK, IT BECOMES NECESSARY TO INTERRUPT EXISTING SURFACE DRAINAGE, SEWERS, U DERDRAINS, CONDUIT, UTILITIES, SIMILAR UNDERGROUND STRUCTURES, OR PARTS THEREOF, THE CONTRACTOR SHALL BE RESPONSIBLE FOR, AND SMALL TAKE ALL NECESSARY PRECAUTIONS TO PROTECT ANO PROVIDE TEMPORARY SERVIOES FOR SAME. THE 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. 1-07.18 PUBLIC LIABILITY AND PROPERTY DAMAGE INSURA+CE(REPLACEMENT SECTION-FEDERAL AID CONTRACTS ONLY) THE CONTRACTOR SHALL OBTAIN AND KEEP IN FORCE DURING THE TERM OF THE CONTRACT, PUBIC LIABILITY AND PROPERTY OHMAGE INSURANCE WITH COMPANIES OR THROUGH SOURCES APPROVED BY THEE STATE INSURANCE COMMISSIONER PURSUANT TO TITLE 48 RCM. THE AMOUNT OF COVERAGE SHALL NOT BE LESS THAN A SINGLE LIMIT OF E1,000,000.F0 FOR BODILY INJURY INCLUDING DEATH AND PROPERTY DAMAGE PER OCCURRENCE. CERTIFICATION BY THE CONTRACTOR THAT A POLICY HAS BEEN OBTAINED FROM A PARTICULAR COMPANY AND IS IN EFFECT SHALL BE FORWARDED TO THE ENGINEER WITH THE SIGNED CONTRACT AS PROVIDED IN SECTION 1-03.3. AS SOON AS POSSIBLE, BUT NOT LATER THAN THE DATE UPON WHICH REQUEST IS MADE BY THE CONTRACTOR FOR THE INITIAL PROGRESS ESTIMAIE PAYMENT TO BE PAID UNDER THIS CONTRACT PURSUANT TO SECTION 1-09.9, THE CONTRACTOR STALL FORWARD i0 THE SECRETARY THE ORIGINAL POLICY OBTAINED. IF A POLICY CURRENTLY N FORCE SATISFYING THE ABOVE REQUIREMENTS HAS BEEN PREVIOUSLY FILED WITH THE ENGINEER, THE Supplemental Specifications (Rev 02/09/87) Page 13 1-08 PROSECUTION AND PROGRESS 1-08.3 PROGRESS SCHEDULE (REPLACEMENT SECTION) IMMEDIATELY AFTER EXECUTION AND DELIVERY OF THE CONTRACT, AO BEFORE THE FIRST PARTIAL PAYMENT ID MADE, THE CONTRACTOR SHALL DF,_IVER TO THE ENGINEER AN ESTIMATED CONSTRUCTION PROGRESS SCHEDULE IN A FORM SATISFACTORY TO THE ENGINEER, SHOWING THE PROPOSED OATES OF COMMENCEMENT AND COMPLETION OF EACH OF THE VARIOUS PAY ITEMS OF WORK REQUIRED UNDER THE CONTRACT DOCUMENTS AND THE ANTICIPATED M" 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 WOW DOE FOR q�q THE PIRPCSE OF MAKING PARTIAL PAYMENTS THEREON. THE COST INCURRED ON MAKING lP ANY OF THESE tl 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, aw SHOULD IT BECOME EVIDENT AT ANY TIME DURING CONSTRUCTION THAT OPERATIONS WILL OR MAY FALL BEHIND THE SCHEDULE OF THIS FIRST PROGRAM, THE CONTRACTOR SHALL, UPON REQUEST, PR04VTLY SUBMIT REVISED SCHEDULES IN THE SAE FORM AS SPECIFIED HEREIN, SETTING OUT OPERATIONS, METHODS, AND EQUIPMENT, ADDED LABOR FORCES OR WORKING SHIFTS, NIGHT WORK, ETC., BY WHICH THE LOST TIME WILL BE MADE UP, AND COWER WITH THE ENGINEER UNTIL AN APPROVED MODIFICATION OF THE CRIGINAL. SCHEDULE HAS BEEN 4, SECURED. FURTHER, IF AT ANY TIME A PORTION OF THE ACCEPTED SCHEDULE IS FOUND TO CONFLICT WITH THE CONTRACT PROVISIONS, IT SHALL UPON REQUEST BE REVISED BY THE CONTRACTOR AND THE WORK SHA1.1. BE PERFORMED IN COPLIANCE WITH THE CONTRACT PROVISIONS. PAYMENTS OF ANY FURTHER ESTIMATES TO THE CONTRACTOR AFTER SUCH REQUEST iS MADE AND UNTIL AN APPROVED MODIFIED SCHEDULE HAS BEEN PROVIDED BY THE CONTRACTOR MAY BE WITHHELD. EXECUTION OF THE WORT( ACCORDING TO THE ACCEPTED SCHEDULE OF CONSTRUCTION OF APPROVED MODIFICATIONS THEREOF, IS HEREBY MACE AN OBLIGATION OF THE CONTRACT. 1-08.3(1) PRE-CONSTRUCTION CONFERENCE (NEW SECTION) M PRIOR TO THE START OF CONSTRUCTION, THE CONTRACTOR, ENGINEER, ALL SUBCONTRACTORS, UTILITY DEPARTMENT, QUASI PUBLIC UTILITY COMPANIES, AND OTHER INTERESTED PARTIES SHAD ATTEND A PRE- CONSTRUCTION CONFERENCE, WITH 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 OF THESE WEEKLY MEETINGS SHALL BE ESTABLISHED AT THE PRE-CONSTRUCTION CONFERENCE. 1-08.4 PROSECUTION OF WORK (ADDITIONAL SECTION) THE CONTRACTOR SHALL NOTIFY THE CITY OF RENTON AT LEAST 48 HOURS PRIOR TO COMMENCING WORK. THE SAME NOTIFICATIONS SHALL BE PROVIDED TO ALL EMERGENCY SERVICES, BY DIALING 911 FROM A PHONE WITH A .. FENTON EXCHANGE TELEPHONE NUMBER, AND THE 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 PROPOSED TIME OF ACCESS CLOSURE TO THEIR PROPERTY. 1-08.5 TIME OF COMPLETION (ADDITIONAL SECTION) REPLACE PARAGRAPH 1 WITH: THE CONTRACT TIME SHALL START WITHIN 10 DAYS FROM THE DATE OF THE LETTER NOTIFYING THE CONTRACTOR TO PROCEED. THE SPECIAL PROVISIONS WILL STATE THE CONTRACT TIME IN WORKING DAYS. A WORKING DAY IS ANY DAY NOT OTHERWISE DEFINED HEREIN AS A NON WORKING DAY. A NON WORKING DAY .. IS DEFINED AS A SATURDAY, SIROAY OR RECOGNIZED HOLIDAY OR A DAY ON WHICH THE CONTRACTOR IS SPECIFICALLY REWIRED BY PHE CONTRACT TO SUSPEND CONSTRUCTION. Supplemental Specifications (Rev 02/09/87) Page 16 r- 1-7.23(3)CONTINLED P- LIMIT OR SUPERSEDE OTHER REGULATIONS OF THE STANDARD SPECIFICATIONS: 1. THE 'MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES FOR STREETS AND HIGHWAYS", AS WELL AS THE M FEDERAL HIGHWAY ADMINISTRATION (FHWA) "TRAFFIC CONTROL IN CONSTRUCTION AND MAINTENANCE WORK ZONES" TECHNICAL REPORT MAY 1977, SHALL BE USED AS A GUIDELINE FOR THIS PROJECT. 2. SAMPLE TRAFFIC CONTROL PLANS ARE INCLUDED AS A PART OF THIS DOCUMENT. AT THE PRE-CONSTRUCTION CONFERENCE THE CONTRACTOR SHALL PRESENT THE PLAN To BE USED ON THIS PROJECT AND DESIGNATE THE PERSON RESPONSIBLE FOR TRAFFIC CONTROL AT TIE WORK SITE. THE TCP SHALL INCLUDE DESCRIPTIONS OF THE TRAFFIC CONTROL METHODS AND DEVICES TO BE USED BY THE PRIME CONTRACTOR/SUB-CONTRACTORS AND WILL_ BE SUBJECT TO REVIEW ANU APPROVAL BY THE ENGINEER. 3. DURING ALL PHASES OF CONSTRUCTION, TRAFFIC MOVEMENT SHALL BE MAINTAINED AS NEAR W;rIMAL AS r., POSSIBLE AND REASONABLE ACCESS MAINTAINED TO PROPERTIES ADJACENT TO THE RIGHT OF WAY LINE. 4. ALL TRAVELED PORTIONS OF ROADWAYS WILL BE OPEN TO TRAFFIC OARING PEAK TRAFFIC PERIODS, 6:30 TO 8: ' A.M. AO 3:00 to 6,00 P.M. OR AS DIRECTED BY THE ENGINEER. ilk 5. ON OR BEFORE THE FIRST DAY OF WORK AFFECTING TRAVELED ROADWAY, THE CONTRACTOR WILL BE REQUIRED TO HAVE THE TRAFFIC CONTROL DEVICES TO BE USED INSPECTED AND APPROVED BY THE ENGINEER AS TO n C041LIANCE WITH MUTCD/F14WA STANDARDS. NO WORK SHALL BE DONE ON OR ADJACENT TO THE ROADWAY UNTIL ALL NECESSARY SIGNS AND TRAFFIC CONTROL DEVICES ARE IN RACE. 6. WORK SITE TRAFFIC CONTROL WILL BE SUBJECT TO PERIODIC INSPECTION BY THE ENNGINEER; THE CONTRACTOR WILL BE REQUIRED TO TAKE TIMELY AND APPROPRIATE ACTION TO CORRECT CONDITIONS THAT ARE UNSAFE OR CAUSING UNDUE DELAY TO TRAFFIC MOVEINENT. 7. IF THE CONTRACTOR FAILS TO TAKE SUCH TIMELY AND APPROPRIATE CORRECTIVE ACTION, THE ENGINEER CAN ORDER A STOP TO FURTHER WORK UNTIL THE CONDITIONS ARE CORRECTED, OR ORDER CORRECTIVE ACTIONS TO BE PERFORMED BY OTHERS WITH ALL COSTS INCURRED THEREOF DEDUCTED FROM PAYMENTS DUE OR COMING DUE THE CONTRACTOR. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING ADEQUATE FLAGON, BARRICADES, LIGHTS AND SIGNS FOR THE PROTECTION OF THE WORK AND THE PUBLIC AT ALL TIMES, AND THE CONTRACTOR AND HIS SURETY SHALL, BE LIABLE FOR INJURIES AND DAMAGES TO PERSONS AND PROPERTY SUFFERED BY REASON OF THE CONTRACTOR'S OPERATIONS OR ANY NEGLIGENCE IN CONNECTION THEREIN. 1-07.23(6) DUST CONTROL (ADDITIONAL SECTION) THE CONTRACTOR SHALL PROVIDE A MINIMUM 1,500 GALLON CAPACITY WATER 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 OUST NUISANCE OR AS DIRECTED BY THE ENGINEER. 1-07.24 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 P:.Y ALL COSTS OF THE SAME. COPIES OF ALL EASEMENTS AN) ACCESS PERMISSION WILL BE PROVIDED TO THE CONTRACTOR. THE CONTRACTOR SHALL PERFORM ALL WORK ON PRIVATE PROPERTY IN STRICT COPLIANCE WITH THE TERMS AND CONDITIONS OF THE EASEMENTS AND RIGHT-OF- ACCESS DOCUMENTS. _ Supplemental Specifications (Rev 02/09/87) Page 15 1-08.13 ATTENTION TO WORK (NEW SECTION) THE CONTRACTOR SHALL GIVE HIS PERSONAL ATTENTION TO AND SHALL SUPERVISE THE WOK TO THE END THAT IT SHALL BE PROSECUTED FAITHFULLY, AND WHEN HE IS NOT PERSONALLY PRESENT ON THE WORK SITE, HE SHALL AT ALL REASONABLE TIMES BE REPRESENTED BY A COMPETENT SUPERINTENDENT WHO 94ALL HAVE FULL AUTHORITY TO EXECUTE THE SAME, AND TO SUPPLY MATERIALS, TOOLS, AND LABOR WITHOUT DELAY, AND WHO SHALL BE THE LEGAL REPRESENTATIVE OF THE CONTRACTOR. THE CONTRACTOR 94ALL BE LIABLE FOR THE FAITHiOL OBSERVANCE OF ANY INSTRUCTIONS DELIVERED TO HIM OR TO HIS AUTHORIZED REPRESENTATIVE. 1-09 MEASUREMENT AND PAYMENT 1-09.1 MEASUREMENT OF QUANTITIES (ADDITIONAL SECTION) M11 t THE CONTRACTOR WILL BE RESPONSIBLE TO ASSURE THAT ALL DELIVERY TICKETS THAT ARE RF9U ~TRED FOR THE PURPOSE OF CALCULATING QUANTITIES FOR PAYMENT OR FOR VERIFYING TYPE OF MATERIAL ARE RECEIVED BY THE ENGINEER AT THE TIME OF DELIVERY IN ORDER FOR PAYMENT TO BE MADE. A. BY TRUCK MW PAYMENT WILL NOT BE MADE FOR DELIVERY TICKETS WHICH DO NOT SHOW TYPE OF MATERIAL, GROSS WEIGHT, TARE WEIGHT, TRUCK !DUMBER, DATE, WEIGK-MASTERS CERTIFICATION,AID INSPECTOR'S INITIALS. �. SCALE CERTIFICATION SHALL BE SUBMITTED AS EARLY IN THE PROJECT AS POSSIBLE. EACH WEIGHT STATION P SHALL MAINTAIN A RECORD OF THE TRUCK NUMBER, TIME, DATE, AND WEIGHT OF ALL TRUCKS PROVIDING L 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 WEIGiHT IS NOT AVAILABLE, THE INSPECTOR SHALL MEASURE THE TRUCK VOLUME AND CERTIFY MS TO ITS FULL LOAD DELIVERY. B. 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. r 0 1-09.3 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 ITEMS. PARTIAL PAYMENTS ON ESTIMATES MAY BE WITHHELD UNTIL A WORK PROGRESS SCH=OLE, AS DESCRIBED IN .... SECTION 8, HAS BEEN RECEIVED AND APPROVED. IN THE EVENT THAT ANY MATERIAL OR WORKMANSHIP DOES NOT MEET THE REQUIREMENTS OR SPECIFICATIONS, THE CITY MAY HAVE THE OPTION TO ACCEPT SUCH MATERIAL OR WORKMNSHIP 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 WORKMNSHIP. .. PAYMENT FOR PIPE INSTALLED SHALL BE MADE ON THE FOLLOWING SCHEDULE ONLY: CONDITION OF PIPE INSTALLED PERCENT OF BID PRICE PAID PIPE INSTALLED AND NOT TESTED. 80.0% PIPE INSTALLED AND TESTED. 90.0% PIPE INSTALLED, TESTED, TIE-INS AND SERVICES INSTALLED AND CLEAN- UP COMPLETED. 100.0% Supplemental Specifications (Rev 02/09/87) Page 1B �y 1-08.5 CONTINUED N" ALL DEFINITIONS OF RECOGNIZED HOLIDAYS IN THE STANDARD SPECIFICATIONS ARE DELETED AND VOID. RECOGNIZED HOLIDAYS SHALL BE A5 FOLLOWS: NEW YEAR'S DAY, MEMORIAL DAY, JU.Y A, LABOR DAY, VETERANS DAY, THANKSGIVING AND THE DAY M• FOLLOWING, AND CHRISTMAS DAY. TIE DAY BEFORE CHRISTK'MS SHALL BE A HOLIDAY WHEN CHRISTMAS DAY OCCURS ON A TUESDAY OR FRIDAY. THE DAY AFTER CHRISTMAS SHALL BE A HOLIDAY WHEN CHRISTMAS DAY OCCURS ON A MONDAY, WEDNESDAY, OR THUtSDAY. WHEN CHRISTMAS DAY OCCURS ON A SATUDAY, THE TWO PRECEDING WORKING DRYS SHALL BE OBSERVED AS HOLIDAYS. WHEN CHRISTMAS DAY OCCURS ON A SURDAY, THE TWO WORKING DAYS FOLLOWING SMALL BE OBSERVED AS HHOLIDAYS. L r"` THE CONTRACTOR IS EXPECTED TO DILIGENTLY PROSECUTE THE WOW TO COMPLETION IN ALL PARTS AND REQUIREMENTS. THE PROJECT 94ALL BE COMPLETED WIDRIN THE IIIE NOIED IN THE CALL FOR BIDS. PROVIDED, HOWE,ER, THAT THE CITY SHALL HAVE THE RIGHT UPON REQUEST OF THE PUBLIC WORKS DEPARTMENT, TO EXTEND THE TIME OF COMPLETION OF SAID WORK. NO EXTENSION SMALL BE VALID UNLESS A"' THE SAME BE IN WRITING AND ACCOPANIED 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 iFURNISH ANY GROUNDS TO THE CONTRACTOR FOR CLAIMING AN EXTENSION OF TIME FOR THE COMPLETION OF THE WORK, AND SMALL NOT RELEASE THE CONTRACTOR FROM DAMAGE OR LIABILITIES FOR FAILURE TO COMPLETE THE WOK WITHIN THE TIME REQUIRED. v 1-08.9 LIQUIDATED DAMAGES (ADDITIONAL SECTION) THE LIQUIDATED DAMAGES DO NOT INCLUDE, AND ARE IN ADDITION TO, DAMAGES FROM COSTS FOR INSPECTION, SUPERVISION, LEGAL EXPENSE, AND COURT COSTS INCURRED BEYOND CONTRACT COMPLETION DATE. THE CO,T OF �.. ADDITIONAL INSPECTION AND SUPERVISION SHALL BE AN AMOUNT EQUAL TO ACTUAL SALARY COST PLUS 100 PERCENT FOR OVERHEAD. r �y 1-08.11 OVERTIME WORK BY OWNER EMPLOYEES (NEW SECTION) .- WHEN THE CONTRACTOR PERFORMS CONSTRUCTION WORK OVER THE ACCEPTED 8 HOURS PER DAY OR A0 HOURS PER WEEK, OR ON ANY CITY HIOLIDAY, ..HD THE WORK REQUIRES INSPECTION, THE14 THE CONTRACTOR SHALL REIMBURSE THE CITY AT THE RATE OF $50 PER HOAR. THE CITY SHALL HAVE THE SOLE AUTHORITY IN DETERMINING THE NECESSITY OF HAVING THE OVERTIME INSPECTION, AND SHALL NOTIFY THE CONTRACTOR OF ITS INTENT TO REQUIRE SAID INSPECTION. SAID COSTS WILL BE DEDUCTED FROM MONIES DUE THE CONTRACTOR ON EACH MONTHLY ESTIMATE. 1-08.12 CONTRACTORS PLANT AND EQUIPMENT (NEW SECTION) THE CONTRACTOR ALONE SHALL AT ALL TIMES BE RESPONSIBLE FOR THE ADEQUACY, EFFICIENCY, MD SUFFICIENCY OF HIS AND HIS SUBCONTRACTOR'S PLANT AND EQUIPMENT. THE OWNER S ALL 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. t. THE USE BY THE DOER OF SUCH PLANT AND EQUIPENT SHALL BE CONSIDERED AS EXTRA WG2K AND PAID FOR ACCORDINGLY. NEITHER THE OWNER NOR nE ENGINEER ASSUf ANY RESPONSIBILITY, AT ANY TIME, FOR THE SECURITY OF THE 'y 'L SITE FROM THE TIME CONTRACTOR'S OPERATIONS HAVE COMMENCED UNTIL FINAL ACCEPTANCE OF THE WORK BY THE ENGINEER AND THE OWNER. THE CONTRACTOR 94ALL EMPLOY SUCH MEASURES AS ADDITIONAL FENCING. BARRICADES, AND WATCHMEN SERVICE, AS HE DEEMS NECESSARY FOR THE PUBLIC SAFLTY AND FOR THE PROTECTION OF THE SITE AND HIS PLANT AND EQUIPMENT. THE OWNER WILL BE PROVIDED KEYS FOR ALL FENCED, SECURED AREAS. 1_ Supplemental Specifications (Rev 02/09/87) Page 17 r 2-03 ROADWAY EXCAVATION AND EMBANKMENT 2-03.1 DESCRIPTION (PARTIAL REPLACEMENT SECTION) REPLACE PARAGRAPH 2 WITH: THE WOW INCLUDES THESE ITEMS UNLESS THEY ARE DESIGNATED AS PAY ITEMS IN THE CONTRACT: : 1. WILL 2. SLOPE ROUNDING 3. EXCAVATION OF STRUCTURES, DITCHES AM CHANNELS. 4. REMOVAL OF UNSUITABLE MATERIALS. 5. REMOVAL CF PAVEMENT, SIDEWALKS, DRIVEWAYS, CURB AND GUTTER, EXTRL;OEO CURBS, AND OTHER SURFACE IMPROVEMENTS 2-03.3(2) ROCK CUTS (PARTIAL REPLACEMENT SECTION) REPLACE PARAGRAPH 1 CONTROLLED BLASTING WITH: CONTROLLED BLASTING -- BEFORE BLASTING WILL BE APPROVED THE CONTRACTOR MUST DEMONSTRATE TO THE ENGINEER AND LOCAL POLICE AND FIRE DEPARTMENTS THE NEED FOR THIS METHOD OF EXCAVATION. IF APPROVED BEFORE ANY BLASTING BEGINS, THE ENGINEER WILL REQUIRE THE CONTRACTOR TO PROVIDE , IWOF04ATION ON HOW DRILLING, LOADING AND SHOOTING WILL BE ACCOMPLISHED. ALSO, THE CONTRACTOR WILL PROVIDE A DETAILED EXPLANATION OF WHAT PRECAUTION WILL BE FOLLOWED IF BLASTING IN AN URBAN OR RESIDENTIAL AREA. 2-03.3(14)E UNSUITABLE FOUNDATION EXCAVATION (REPLACEMENT SECTION) b WHEN SHOWN ON TIME PLANS OR WHEN SPECIFIED IN THE SPECIAL PROVISIONS, UNSTABLE NATURAL GROUND SHALL BE EXCAVATED PRIOR TO THE PLACEMENT OF EWBANOENT OVER THE AREA. THE INSTABLE MATERIAL MAY CONSIST OF PEAT, MUCK, SWAMPY OR UNSUITABLE MATERIALS, INCLUDING BURIED LOGS AND STUMPS. THE MATERIAL SHALL BE EXCAVATED BY THE CONTRACTOR AS DIRECTED BY THE ENGINEER TO GIVE 7HE CONSTRUCTED EMBANKMENT FULL BEARING ON SOLID GROUND. MATERIALS EXCAVATED FROM THE ROADWAY OR CHANNEL CHANGE PRISMS, WILL NOT BE CLASSIFIED AS UNSUITABLE ` FOUNDATION EXCAVATION UNLESS THE REMOVAL MUST BE ACCOMPLISHED BY DRACLINE OPERATION OR BY SPECIAL EXCAVATION METHODS REWIRING DIFFERENT EQUIPMENT FROM THAT USED FOR ROADWAY EXCAVATION, IN WHICH CASE MEASUREMENT AND PAYMENT AS "UNSUITABLE FONDATION EXCAVATION" ON A PER CUBIC YARD BASIS WILL �..• AP'LY. 2=03.3(14)F OISPLACFAENT OF UNSUITABLE FOUNDATION MATERIALS - DELETE 2-03.4 ME-ASAQ£NT (SUPPLEMENTAL SECTION) ADD TO ITEM 1. �• AT THE DISCRETION OF THE ENGINEER, ROADWAY EXCAVATION, BORROW EXCAVATION, AND UNSUITABLE FOUNDATION EXCAVATION - BY THE CUBIC YARD WIY BE MEASURED BY TRUCK IN THE HAULING VEHICLE AT THE POINT OF LOADING. THE �UNTRA;TOR SHALL PROVIDE TRUCK TICKETS FOR EACH LOAD REMOVED. EACH .-• TICXET SHALL HAVE THE TRUCK NUMBER, NAME AND DATE, AND BE APPROVED BY THE ENGINEER. 2-03.5 PAYMENT (PARTIAL REPLACEMENT SECTION) ADD TO BEGINNING OF PARAGRAPH 1: "ALL MATERIAL UNITS COVERED IN THIS SECTION SHALL INCLUDE THE HAUL TO AND FROM THE JOB SIT_ AS PART OF THEIR UNIT PRICE. wn Supplemental Specifications (Rev 02/09/87) Page 20 ..r f DIVISION 2 EARTHWORK 2-Cl CLEARING, DRUBBING, AND ROADSIDE CLEANUP 2-01.2 DISPOSAL OF USABLE MATERIAL & DEBRIS (PARTIAL REPLACEMENT SECTION) DELETE: "THE CONTRACTOR SHALL DISPOSE OF ALL DEBRIS BY ONE OF THE THREE DISPOSAL METHODS DESCRIBED BELOW." A0O: 'HE CONTRACTOR SWILL COMPLY WITH ALL LAWS AND RILES GOVERNING THE DISPOSAL OF DEBRIS AND CONSTRUCTION MATERIALS IN APPROVED LAND FILLS." 2-01.2(1) DIF°OSAL METHOD NO. 1 - OPEN BURNING - DELETE 2-01.2(2) DISPOSAL METHOD ND. 2 CONTROLLED BURNING - DELETE 2-01.2(3) DISPOSAL. METHOD NO. 3 - DELETE �.. . 2-01.2(4) DISPOSAL METHOD NO. 4 LAND FILLS (ADDITIONAL SECTION) ALL DEBRIS, WASTE, EXCESS CONSTRUCTION MATERIALS AHD OTHER MISCELLANEOUS MATERIAL NOT SALVAGED BY THE OWNER OF THE CONTRACTOR OR DISPOSED OF BY ANOTHER APPROVED METHOD ARE TO BE DISPOSED OF AT A LANDFILL APPROVED WO LICENSED BY THE APPROPRIATE GOVERNING BODY. 2-01.3(4) ROADSIDE CLEANUP - DELETE 2-01.5 PAYMENT (PARTIAL REPLACEMENT SECTION) DELETE ITEM 4 2-02 REMOVAL OF STRUCTURES AND OBSTRUCTIONS 2-02.3(3) REMOVAL OF PAVEMENT, SIDEWALKS AND CURBS ADD: 5. MEN AN AREA WHERE PAVEMENT HAS BEEN REMOVED IS TO BE OPENED TO TRAFFIC BEFORE PAVEMENT PATCHING WAS BEEN FINISHED, TEMPORARY MC COLD MIX ASPHALT CONCRETE PATCH SHALL BE REQUIRED. TEMPORARY COLD MIX PATCHING SHALL BE PLACED TO A MAXIMUM DEPTH OF I INCH IMMEDIATELY AFTER BACKFILLING AND COMPACTION ARE COMPLETED AND BUCK THE ROAD IS OPENED TO TRAFFIC. 2-02.5 PAYMENT (SUPPLEMENTAL SECTION) ADD: 2. "SAW CUTTING." PER LINEAL FOOT. 3. "COLD MIX MC ASPMALT,PER TON. ALL COSTS RELATED TO THE REMOVAL OF STRUCTURES AM OBSTRUCTIONS INCLUDING SAW CUTTING AND COLD MIX ASPHALT SWILL BE CONSIDERED INCIDENTAL TO AND INCLUDED IN THE UNIT CONTRACT PRICE OF OTHER BID -' ITEMS UNLESS DESIGNATED AS A SPECIFIC BID ITEM. Supplemental Specifications (Rev 02/09/87) Page lY 2-09.3(1)D DISPOSAL OF EXCAVATED MATERIAL (PARTIAL REPLACEMENT SECTION) REPLACE THE SECOND AND THIRD PARAGRAPHS WITH: ' THE UNIT CONTRACT PRICE FOR STRUCTURE EXCAVATION CLASS B SHALL INCLUDE ALL COSTS FOR LOADING AND MAULING THE MATERIALS. 2-09.4 MEASLREMENT (PARTIAL REPLACEMENT SECTION) MINIMUM TRENCH WIDTH FOR PAYMENT SHALL BE 1 FOOT. HORIZONTAL LIMIT FOR PIPELINES LARGER THAN 42 INCHES, PIPE ARCHES MORE THAN 50 INCHES IN SPAN, STRUCTURAL PLATE PIPE, AND UNDERPASS SWILL BE 1.5 FEET. LOWER LIMITS FOR PIPE. THE BOTTOM OUTSIDE OF THE PIPE, OR THE BOTTOM OF THE REQUIRED BETIDING MATERIAL WILL SERVE AS THE LOWER LIMIT FOR MEASURING EXCAVATION. THE ENGINEER MAY SET ANOTHER LIMIT MEN EXCAVATION MUST BE MADE BELOW GRADE. , DELETE THE LAST TWO PARAGRAPHS. 2-09.5 PAYMENT (REPLACEMENT SECTION) WHEN THE PROPOSAL INCLUDES ANY OF THE FOLLOWING BID ITEMS, THE OWNER WILL PAY AS FOLLOWS: 1. "STRUCTURE EXCAVATION CLASS A,-PER CUBIC YARD. P' 2. "STRUCTURE EXCAVATION CLASS B,"PER CUBIC YARD. +„ THE WIT CONTRACT PRICE PER CUBIC YARD FOR THE BID ITEMS LISTED ABOVE SHALL BE FULL PAY FOR ALL LABOR, MATERIALS, TOOLS, EQUIPMENT, AND PIMPING INCLUDING HAUL. IF THE ENGINEER ORDERS THE CONTRACTOR TO EXCAVATE BELLOW THE ELEVATIONS SHOWN ON THE PLANS, THE WIT PRICE PER CUBIC YARD FOR "STRUCTURE EXCAVATION CLASS A OR B" SHALL APPLY. BUT IF THE CONTRACTOR EXCAVATES DEEPER THAN THE PLANS OR THE ENGINEER REQUIRES, THE OWNER WILL NOT PAY FOR MATERIAL EXCAVATED FROM BELOW T'.: REQUIRED ELEVATIONS. IN ,HIS CASE, THE CONTRACTOR, AT M.. HIS EXPENSE SWILL REPLACE SUCH �rERIAL WITH CONCRETE OR OTHER MATERIAL THE ENGINEER APPROVES. 1� WHEN "STRUCTURE EXCAVATION CLASS B" IS NOT INCLUDED IN THE BID ITEMS THEN ALL EXCAVATION, AM ALL HAUL AND DISPOSAL OF EXCESS OR UNSUITABLE MATERIALS, TOGETHER WITH ALL LABOR, TOOLS , AND EQUIPMENT REQUIRED TO EXCAVATE TO LINE AND O3RADE FOR ANY PIPE, CULVERT OR CONDUIT SHALL BE CONSIDERED INCIDENTAL TO THE PRICE PAID FOR THAT PIPE, CULVERT OR CONDUIT AND NO ADDITIONAL. PAYMENT SHALL BE MADE. i 5. "SHORING ANO CRIBBING OR EXTRA EXCAVATION CLASS A.....," LUMP SW. r j THE LUMP SUM CONTRACT PRICE SHALL BE FULL PAY FOR ALL LABOR, MATERIALS, TOOLS, AND EQUIPMENT NEEDED TO BUILD, DEWATER, RACE RIPRAP TO PREVENT SCOUR, AND REMOVE THE SHORING, 'I CRIBS, COFFERDAMS OR CAISSONS. 4 IF THE ENGINEER REWIRES SHORING, CRIBS, COFFERDAMS, OR CAISSONS MEN THE CONTRACT PROVIDES ... NO BID ITEM FOR SUCH WORK, THE OWNER WILL PAY AS PROVIDED IN SECTION 1-04.4. IF THE ENGINEER REQUIRES THE CONTRACTOR TO BUILD 94ORING 0!9 CRIBS OR EXTRA EXCAVATION CLASS A THAT EXTENDS BELOW THE ELEVATION SHOWN ON THE PLANS, THE OWNER WILL PAY THE LUMP SUM PRICE AND NO MORE MEN THE EXTRA EXCAVATION DEPTH DOES NOT EXCEED THREE FEET. FOR DEPTHS GREATER .. THAN THREE FEET BELOW THE ELEVATION SHOWN ON THE PLANS PAYMENT WILL BE AS PROVIDED IN SECTION 1-04.4. rw 6. 'GRAVEL BACKFILL(KINO)." PER TON. THE WIT CONTRACT PRICE PER TON FOR THE KIND AND CLASS OF GRAVEL BACKFILL USED SHALL BE FULL PAY FOR ALL LABOR, MATERIAL, TOOLS, AND EQUIPMENT USED. Vw Supplemental Specifications (Rev 02/09/87) Page 22 r P 2-03.5 CONTINUED h` REPLACE PARAGRAPH 1 ITEM 1 WITH: H "WHEN THE ENGINEER ORDERS EXCAVATION 2 FEET UR LESS BELOW SIBGRADE, UNIT CONTRACT PRICES FOR ROADWAY EXCAVATION AND HALL SHALL APPLY. IF HE ORDERS EXCAVATION MORE THAN 2 FEET BELOW rY0 SIBIRADE, THAT PART BELOW THE 2-FOOT DEPTH SHALL BE PAID FOR AS PROVIDED FOR IN SECTION 2- I..; 03.5(3) UNSUITABLE FOUNDATION EXCAVATION." �.. REPLACE TEXT OF ITEM 3 WITH: "UNSUITABLE FO►DATION EXCAVATION", PER CUBIC YARD. WHEN THIS BID ITEM APPEARS IN THE SCHEDULE OF PRICES, THE CONTRACT PRICE PER CUBIC YARD SHALL C" BE FULL COMPENSATION FOR EXCAVATING, LOADING, PLACING OR OTHERWISE DISPOSING OF THE MATERIAL (r INCLUDING HAUL. Y EN NO 810 ITEM FOR "1NSUITA&._E FOUDATION EXCAVATION" APPEARS IN THE SCHEDULE OF PRICES, BUT AN ITEM FOR FONDATION MATERIAL CLASS A OR CLASS 8 APPEARS IN'. THE SCHEDULE OF PRICES, TIRE PAYMENT SHALL BE AS SET FORTH IN SECTION 2-09.5.7. p. L WHEN NEITHER OF THE ABOVE ITEMS IS PROVIDED IN flE CONTRACT SUCH WORK AS MAY BE ORDERED BY THE ENGINEER SHALL BE ACCOMPLISHED AS EXTRA WORK AND PAYMENT WILL BE MADE AS PROVIDED In SECTION 1- 04.4. CRL%ACE TEXT OF ITEM 7 WITH: "ALL COST FOR E43ANMENT COMPACTION SWILL BE INCIDENTAL TO OTHER PAY ITEMS INVOLVED." r� 2-04 HAUL 1 2-04.5 PAYMENT (REPLA.ENENT SECTION) L ALL COSTS FOR THE HAULING OF MATERIAL TO, FROM OR ON THE JOB SITE SMALL BE CONSIDERED INCIDENTAL TO AND INCLUDED IN THE UNIT CONTRACT PRICE OF OTHER UNITS OF WORK. 2-05 SLOPE TREATMENT 2-05.5 PAYMENT (REPLACEMENT SECTION) ALL COSTS FOR SLOPE TREATMENT SHALL BE CONSIDERED INCIDFNTAL TO AND INCLUDED IN THE WIT CONTRACT PRICE OF OTHER WITS OF WORK. 2-09 STRUCTURE EXCAVATION 2-39.1 DESCRIPTION (SUPPLEMENTAL SECTION) THIS WORK ALSO INCLUDES THE EXCAVATION , HAUL AND DI.IPOSAL OF ALL UNSUITABLE MATERIALS SUCH AS PEAT, MUCK, SWAMPY OR UNSUITABLE MATERIALS, INCLUDING BURIED LOGS AND STUMPS. 2-09.3(1)C REMOVAL OF UNSTABLE BASE MATERIAL (PARTIAL REPLACEMENT SECTION) REPLACE PARAGRAPH 2 WITH: GRAVEL BACKFILL FOR FOUNDATION MATERIAL SHALL BE CRUSHED OR PARTIALLY CRUSHED MATERIAL MEETING THE REQUIREMENTS OF SECTION 9-30.70 FOR GRADATION AND QUALITY. -- Supplemental Specifications (Rev 02/09/87) Page 21 W DIVISION 5 SURFACE TRE.TMENTS AND PAVEMENTS 6 5-04 ASPWULT CONCRETE PAVEMENT 5-04.5 PAYMENT (PARTIAL REPLACEMENT SECTION) M REPLACE ITEM 10 "DRIVE WAY ASPHALT" WITH: 20. "MISCELLANEOUS AM NOR DRIVE WAY ASPHALT," PER TON, t ALL COST FOR THE ITEM 12 CRACK SEALING, 13 TEMPORMY STRIPING, 4 14 REMOVING TEMPURARY STRIPING SWU'_L BE CONSIDERED INCIDENTAL TO AND INCLUDED IN THE WIT CONTRACT PRICE OF OTMER UNITS OF WORK." a 5-05 CEMENT CONCRETE PAVEMENT t 5-05.03(18) CEMENT CONCRETE DRIVEWAYS (SUPPLEMENTAL SECTION) CONCRETE FOR DRIVEWAYS SHALL BE CLASS A(3/4) AS SPECIFIED IN SECTION 6-02.3(2). 5-05.5 PAYMENT (PARTIAL REPLACEMENT SECTION) REPLACE ITEM 7 WITM: 7."CEMENT CONCRETE DRIVEWAY", PER SWPRE YARD .r" Supplemental Specificatlons r (Rev 02/09/87) Pcge 24 r r- i 2-09.3 CONTIM/ED UNLESS OTHERWISE SPECIFIED GRAVEL BACKFILL, GRAVEL BORROW, AND BAN( RUN GRAVEL FOR TRENCH BACKFILL SHALL REFER TO GRAVEL BASE CLASS B AS DEFINED IN SECTION 9-3.10 OF THE SUPPLEMENTAL SPECI71CATIONS. 7. "FOUNDATION MATERIAL CLASS A OR CLASS B". PER TON. f. , IF EXCAVATION BELOW THE ELEVATION SMDWN ON T'HE PLANS TO REMOVE UNSTABLE, OR UNUSABLE, OR UNSUITABLE MATERIAL IS REWIRED BY THE ENGINEER THEN ALL LABOR, MATERIAL, AND EQUIPMENT REQUIRED TO EXCAVATE, LOAD, HAUL, AND DISPOSE OF SUCH MATERIAL, AND TO REPLACE THE MATERIAL WITH FOUNDATION MATEkIAL CLASS A OR CLASS 8 SWILL BE PAID IN THE BID I104 "FOUNDATION ' MATERIAL CLASS A OR CLASS B"(SECTION 9-03.12(1)), PER TON AND NO ADDITIONAL PAYMENT SHALL BE MADE. 2-11 TRIMMING AND CLEANUP 2-11.3 CONSTRUCTION REQUIREMENTS (ADDITIONAL SECTION) ADO TO PARAGRAPH 1: ,. REMOVE TREES, SNAGS, DOWN TIMBER, UPTURNED STUfS, LARGE ROCKS AND BOULDERS, AND OTHER UNSIGHTLY MATTER OUTSIDE THE. ARF_A STAKED FOR CLEARING OR GRUBBING. B. THIN TREES OR BRUSH AS REQUIRED BY THE ENGINEER. 9. FILL HOLES AND °44OOTH AND CONTOUR THE GROUND. 10. SHAPE THE ENDS OF CUTS AND FILLS TO FIT ADJACENT TERRAIN AND TO ENHANCE THE AREA'S APPEARANCE. 11, OBLITERATE ABANDONED ROADS AND RESHAPE THE AREAS TO BLEND WITH. J&OUNDINGS. _. Supplemental Specifications (Rev 02/09/87) Page 23 P 6-11.3 CONTINUED SETTING A COURSE OF ROCK, ALL VOIDS BETWEEN THE ROCKS SHALL BE CHINKED ON THE BACK WITH QUARRY ROCK , . TO ELIMINATE ANY VOID SUFFICIENT TO PASS A 2 INCH SQUARE PROBE. 6-11.3.1 ROCKERY BACKFILL H THE WALL BACKFILL SHALL CONSIST OF 1-../2 INCH MINUS CRUSHED ROCK OR GRAVEL CONFORMING TO SECTION 9- 03.9(3). THIS MATERIAL WILL BE PLACED TO AM' 8 INCH MINIMUM THICKNESS BETWEEN THE ENTIRE WALL AND THE CUT OR FILL MATERIAL. THE BACKFILL Mki:RIAL WILL BE PLACED IN LIFTS TO AN ELEVATION /M APPROXIMATELY 6 I►NCHES BELOW THE COURSE OF ROCKS PACED. THE BACKFILL WILL BE PLACED AFTER EACH COURSE OF ROCKS. ANY BACKFILL MATERIAL ON THE BEARING SURFACE OF THE ROCK COURSE WILL BE REMOVED BEFORE SETTING THE NEXT COURSE. 6-11.3.2 DRAIN PIPE A A 4 INCH DIAMETER PERFORATED PVC PIPE SHALL BE PLACED AS A FOOTING DRAIN BEHIND THE ROCKERIES AS [ SHOWN IN THE STANDARD PLANS, AND CONNECTED TO THE STORM DRAINAGE SYSTEM WHERE SHOWN. W 6-11.3.3 REJECTION OF MATERIAL THE INSPECTOR WIL, HAVE THE AUTHORITY TO REJECT ANY DEFECTIVE MATERIAL AND TO SUSPEND ANY WORK THAT IS BEING IMPROPERLY DONE, SUBJECT TO THE FINAL DECISION OF THE ENGINEER. ALL REJECTED MATERIAL WILL BE REMOVED FROM THE CONSTRUCTION SITE AND ANY REJECTED WORK SHALL BE REPAIRED OR REPLACED AT NO ADDITIONAL COST TO THE OWNER. 6-11.4 MEASUREMENT �r MEASUREMENT OF THE FINISHED ROCK WALL FOR PAYMENT WILL BE MADE FROM THE FOOTING GRADE TO THE TOP OF THE WALL AND ROUNDED TO THE NEAREST SQUARE YARD. Y 6-11.5 PAYMENT PAYMENT WILL BE MADE UNDER THE ITEM -ROCK RETAINING WALL", PER SQUARE YARD. - THE WIT PRICE PER SQUARE YARD SHALL BE FULL COMPENSATION FOR THE ROCKERY/ROCK RETAINING WALL IN PLACE 9ND SHALL INCLUDE ALL WOW, MATERIALS, AND EQUIPMENT REQUIRED TO COMPLETE 'HE INSTALLATION. 4 Supplemental Specifications -' (Rev 02/09/87) Page 26 C' DIVISION 6 STRUCTURES P 1 6-11 ROCKERIES (NEW SECTION) r 6-11.1 (DESCRIPTION) THE WORK DESCRIBED IN THIS SECTION, REGARDLESS OF THE TYPE OF MATERIALS ENCOUNTERED, INCLUDES THE EXCAVATION AND SHAPING OF THE CUT OR FILL SLOPES AND FURNISHING AND CONSTRUCTING ROCKERIES/ROCK RETAINING WALL WHERE SHDWN ON THE PLANS OR WHERE DIRECTED BY THE ENGINEF' r 6-11.2 MATERIALS ROCK WALLS SHALL BE FORMED OF LARGER PIECES OF WARRIED BASALT, ANDESITE OR OTHER IGNEOUS ROCK. INDIVIDUAL PIECES OF ROCK SHALL BE SOUND AND RESISTANT TO WEATHERING. WHEN BROKEN INTO PIECES WEIGHING SO TO 150 (RAMS AND TESTED FOR SOUNDNESS WITH SODIUM SULFATE IN ACCORDANCE WITH AA.9iH0 T104, THE LOW THROUGH A OE-INCH SIEVE AFTER 6 CYCLES BALL NOT EXCEED 35% BY WEIGHT. THE ROCK MATERIAL SHALL BE AS NEPf_Y REfTANGULAR AS POSSIBLE SO AS TO AFFORD THE MINIMUM AMOUNT OF VOID SPACE BETWEEN THE BLOCKS. NO STONE 9'ALL BE USED WHICH DOES NOT EXTEND THROUGH THE MALL. THE ROCK MATERIAL SHALL BE HARD, SOLID, DURABLE AND FREE FROM WEATHERED PGRTIONS, SEAMS, CRACKS AND GOTHER DEFECTS, THE ROCK DENSITY SNAIL BE A MINIMUM OF 160 POUNDS PER CUBIC FOOT. THE SOURCE OF SUPPLY AND REPRESENTATIVE SAMPLES OF THE MATERIAL SHALL BE APPROVED BY THE ENGINEER BEFORE DELIVERY TD THE SITE. THE ROCX WALLS SHALL BE CONSSRICTED OF ONE-MAN ROCKS, (85 TO 300 POUNDS) EACH 10" IN ITS LEAST DIMENSION; TWO-MAN ROCKS, (300 TO 600 PONDS) EACH 13" IN ITS LEAST DIMENSION; THREE-HAW ROCKS (800 TO 1,200 POUNDS) EACH 16" IN ITS LEAST DIMENSION; FOUR-MAN ROCKS (1,500 TO 2,200 RIUMOS) EACH 18" IN ITS LEAST DIMENSION. THE ROCKS SHALL RANGE UNIFORMLY IN SIZE FOR EACH CLASSIFICATION SPECIFIES. THE FOUR-MAN ROOKS SHALL ONLY BE USED FOR THE FIRST COURSE OF ROCK IN WALLS OVER 6 FEET I'N HEIGHT. 6-11.3 (CONSTRUCTION REQUIRE)ENTS) THE ROCK UNLO47ING AT THE SITE MILL BE DOW IN SUCH A MANNER AS TO SEGREGATE THE ROCK BY THE SIZE RAN3ES INDICATED IN THE PRECEDING PARAGRAPH. THE MALLS 94ALL BE STARTED BY E(CAVAIING A TRENCH, HOT LESS THAN 6 INCHES OR MOMS THAN ONE FOOT IN DEPTH BELOW S'XBCAADE IN EXCAVATION SECTIONS, OR NOT LESS THAN 6 INCHES OR MORE THAN ONE FOOT IN DEPTH BELOW THE EXISTING GROUND LEVEL IN EMBMip(ENT SECTIONS. AREAS ON WHICH THE ROCKERY IS TO BE PLACED SHALL BE ,•RIMED AND DRESSED TO CONFORM TO THE ELEVATION OR SLOPE INDICATED. THE ROC( WAL. CONSTRUCTION SHALL START AS SOON AS POSSIBLE UPON THE COMPLETION OF THE CUT OR FILL SECTION. ROCK SELECTION AND PLACUcNT SHALL BE SUCH THAT THERE WILL BE NO (PEN VOIDS IN THE EXPOSED FACE OF THE WALL OVER 6 INCHES ACROSS IN ANY DIRECTION. THE ROCKS SHALL BE PLACED AND KEYED TOGETHER WITH A MINIMUM OF VOIDS. PARTICULAR ATTENTION SHALL BE GIVEN TO THE PLACING AND KEYING TOGETHER OF THE FINAL COURSE OF ALL ROCKERIES. THE FINAL COURSE BALL HAVE A CONTINUOUS APPEARANCE AND BE PLACED TO MINIMIZE EROSION OF THE ;SACKFILL MATERIAL. 1NE LARGER ROCKS SHALL BE PLACED AT THE BASE OF THE ROCKERY SO THAT THE MALL WILL BE STABLE ANC HNV_r A STABLE APFEARANCE. THE ROCKS SHALL BE CAREFULLY PLACED By MEWUWICAL EQUIPMENT AND IN A MANNER SUCH T;A1 THE LONGITUDINAL AXIS IF THE ROCK SHALL BE AT RI(HNT ANGLES OR PERPENDICULAR TO THE ROCKERY FAC!, THE ROCKS SHALL HAVE ALL INCLINING FACES SLOPING TO THE BARK OF THE ROCKERY. EACH ROW OF rJ"S WILL BE SEATED AS TIGHTLY AND EVENLY AS POSSIBLE ON THE ROW( BELOW IN SUCH A MAKER THIJ THERE WILL BE NO MOVEMENT BETWEEN THE TWO. AFTER `• Supplemental -peci Ylcatlons f%. C_;U)187) Page 25 7-03.5 PAYMENT (PARTIAL. REPLACEMENT SECTION) DELETE ITEMS 11, 12 and 13 REPLACE. LAST PARAGRAPH WITH: THE UNIT CONTRACT PRICE FOR GRAVEL BACKFILL FOR FOUNDATIONS CLASS A OR CLASS 8 SHALL BE PAID IN ACCORDANCE WITH SECTION 2-09. 7-04 STOOL SEWER 7-04.2 MATERIALS (SUPPLEMENTAL SECTION) ADD: PVC SEWER PIPE ........................ 9-05.12 7-04.3(1)8 PIPE BEDDING (SUPPLEMENTAL SECTION) ADO: PIPE BEDDING FOR PVC SEWER PIPE SHALL CONSIST OF PEA GRAVEL. IT SHALL BE PLACED TO A DEPTH OF 6" OVER AN7 6" .HOER THE EXTERIOR WALLS OF THE PIPE. 7-04.3(2)A SURVEY LINE AND GRADE (PARTIA'. REPLACEMENT SECTION) REPLACE PARAGRAPH 1: WITH: SURVEY LIME AND GRADE WILL BE PROVIDED BY THE ENGINEER OR CONTRACTOR IN A MANNER CONSISTENT WITH ACCEPTED PRACTICES AND THESE SPECIFICATIONS. 7-04.3(3) BACKFILLING STORM SEWER TRENCHES (SUPPLEMENTAL SECTION) ADO TO PARAGRAPH 3: PVC PIPE SHALL BE BEDDED AND BACKFILLED WITH PEA GRAVEL IN ACCORDANCE WITH 7-04.3(1)8 PRIOR TO BACKFILLING THE REMAIN^ER OF THE TRENCH. ADO: MEASUREMENT OF BANK RUN GRAVEL FOR TRENCH BACKFILL WILL BF. BY THE TON, IN ACCORDANCE WITH SECTION 1-09.1, OR BY THE CALCULATION OF NEAT LINES BASED ON MAXIMUM TRENCH WIDTH PER SECTION 2- ` 09.4 USING A CONVERSION FACTOR OF 1.5 TONS PER CUBIC YARD, WNIDEVER IS LESS. 7-04.4 MEASUREMENT (PARTIAL REPLACEMENT SECTION) ,,.. REPLACE PARAGRAPH 4 WITH: EXCAVATION OF THE STORM SEWER TRENCH WILL BE MEASURED AS STRUCTURE EXCAVATION CLASS 8 OR STRUCTURE EXCAVATION CLASS B INCLUDING HAUL, AS SPECIFIED IN SECTION 2.09. 7-04.5 PAYMENT (PARTIAL REPLACEMENT SECTION) M DEL71E ITEMS I THROUGH 8 AND REPLACE WITH: i. " Storm sewer pipe, per L.F. 2. Concrete Class C, per C.Y. WHEN NO BID ITEM "MAVEL BACKFILL FOR PIPE BEDDING" IS INCLUDED IN THE SCHEDULE OF PRICES, PIPE BEDDING, AS SOWN IN THE STANDARD PLANS, SHALL BE COLSIIERED INCIDENTAL TO THE PIPE AND NO ADDITIONAL PAYMENT SHALL BE MADE. r. REPLACE PARAGRAPH 3 WITH: TESTING OF STOW SEWER PIPE IF REQUIRED BY THE ENGINEER SHALL BE CONSIDERED INCIDENTAL TO AND INCLUDED IN THE UNIT CONTRACT PRICES FOR OTHER ITEMS. ti Supplemental Specifications (Rev 02/09/87) Page 28 a h• DIVISION 7 r. DRAINAGE STRUCTURES, STORM SEWERS, SANITARY SEDERS, WATER MAINS, AND CONDUITS 7-01 DRAIIG ! 7-01.4 MEASUREMENT (ADDITIONAL SECTION) LA ADD TO PARAGRAPH 2: ^ "WHEN THE CONTRACT DOES NOT INCLUDE 'STRUCTUREEXCAVATION CLASS B' AM 'STRUCTURE EXCAVATION { iti CLASS B INCLUDING MAIL' AS A PAY ITEM ALL COSTS ASSOCIATED WITH THESE ITEMS SMALL BE INCLUDED ! Ell IN OTHER CONTRACT PAY ITEMS." yC 7-02 C LVERTS 7-02.2 MATERIALS (ADDITIONAL SECTION) j ADD TO PARAGRAPH 1: PVC PIPE ...................... 9-05.12 e.-. PVC PIPE., WHERE PLAIN OR REINFORCED CONCRETE, STEEL, OR ALUMINUM ARE REFERRED TO IN SECTION 7-02 IT SMALL BE UNDERSTOOD THAT REFERENCE IS ALSO MADE TO PVC. 7-02.3(1)C 'LACING PVC PIPE (ADDITIONAL SECTION) IN THE TRENCH, PREPARED AS SPECIFIED IN SECTION 7-02.3(1) PVC PIPE SMALL BE LAID BEGINNING AT THE LOWER END, WITH THE BELL END UPGRADE. PEA GRAVEL WILL BE USED AS THE BEDDING MATERIAL AM EXTEND FROM 6" BE'..^_a THE BOTTOM OF THE PIPE TO 6^ ABOVE THE TOP OF THE PIPE. WHEN IT IS NECESSARY TO CONNECT TO A STRUCTURE WITH A MUDDED JOINT A RUBBER GASKETED CONCRETE COLLAR WILL BE USED AT THE c POINT OF COWECTION. 7-02.4 MEASUREMENT (?ARTIAL REPLACEMENT SECTION) DELETE LAST PARAGRAPH 7-02.5 PAYMENT (PARTIAL REPLACEMENT SECTION) DELETE ITEMS 1 THROUGH 20 AND REPLACE WITH: 1. "_" Storm drain pipe per L.F. 2. " • z " ^ Corrugated Steel Arch Pipe per L.F. 3. " " x ^ —_^ Corrugated Aluminum AILh Pipe per L.F. 4. "Concrete Class C" per C.Y. 5. "_" Diameter Flared End Section Per Ea. DELETE PARAGRAPHS 5 8 7 7-03 STRUCTURAL PLATE PIPE, PIPE ARCH ARCH, AND UNDERPASS 7-03.4 MEASUREMENT (PARTIAL. REPLACEMENT SECTION) Paragraph 5: REPLACE "SECTION 2-09.4" WITH "SECTION 2-09.5" Supplemental Specifications (Rev 02/09/87) Page 27 7-05.3(1) CONTINED THE INSIDE OF THE INLETS SHALL BE MORTARED AND PLASTERED. MONUMENTS AND CAST IRON FRAME AND COVER: MONUMENTS AND MONUMENT CASTINGS SHALL BE ADJUSTED TO GHAOE IN THE SAME AANNER AS FOR MANHOLES. VALVE BOX CASTINGS- ADJUSTMENTS OF VALVE BOX CASTINGS SHALL BE MADE IN THE SAME MANNER AS FOR MANHOLES. 7-05.3(2) CONNECTION TO EXISTING LINE, CATCH BASIN, CURB IN.ET OR MANHOLE (NEW SECTION) WHERE 94OWN ON THE PLANS, NEVI DRAIN PIPES SMALL BE CONNECTED TO EXISTING LINE, CATCH BASIN, CURB .- INLETS AD/OR MANHOLES. THE CONTRACTOR SHALL BE REQUIRED TO CORE DRILL INTO THE STRUCTURE, SHAPE THE NEW PIPE TO FIT AND REGROUT THE OPENING IN A WOR04ALIKE MANNER. WHERE DIRECTED BY THE ENGINEER OR WHERE SHOWN ON THE PLANS, ADDITIONAL STRUCTURE CWNELING WILL BE REQUIRED. A "CONNECTION TO EXISTING" ITEM WILL BE ALLOWED AT ANY CONNECTION OF A NEW LINE TO AN EXISTING STRUCTURE, OR THE CONNECTION OF AN EXISTING LINE TO A NEW STRUCTURE. NO -CONNECTION TO EXISTING" WILL BE ACCEPTED AT LOCATION OF NEW INSTALLATION, RELOCATION AND ADJUSTMENT OF LINE MANHOLES, CATCH BASINS OR CURB INLETS, THE :NIT BID PRICE PER EACH SHALL BE FULL COMPENSATION FOR ALL LAIOR, MATERIALS AND EQUIPMENT REQUIRED. 7-05.4 MEASUREMENT (PARTIAL REPLACEMENT SECTION) REPLACE PARAGRAPH 1 WITH: MANHOLES AND CATCH BASINS WILL BE MEASURED PER EACH FOR rHE FIRST 10' AS MEASURED FROM FINISHED RIM ELEVATION TO THE INVERT OF THE LOWEST OUTLET PIPE, ALL DEPTH GREATER THAN 10' WILL BE PAID AS EXTRA DEPTH MANHOLES ", OR EXTRA DEPTH CATCH BASINS, TYPE PER VERTICAL FOOT REPLACE PARAGRAPH 4: WITH: STRUCTURE EXCAVATION CLASS B AND STRUCTURE EXCAVATION CLASS B, INCLUDING HAUL WILL BE MEASURED AS SPECIFIED IN SECTION 2-09. ` 7-03.5 PAYMENT (PARTIAL REPLACEMENT SECTION) DELETE ITEMS 1 THROUGH 10 AND REPLACE WITH: 1. "Standard Manholes_", Per each 2. "Extra Depth Manholes_", per F. 3. "Catch Basin Type,`", per each 4. "latch Basin Type_,", without catch, per each 5. "Extra Depth Catch Basin_", per V.F. 6. "Adjust MManhole", per each 7. "Adjust Catch basin", per each S. "Adjust Va.Ves", per each 9. "Adjust Monuments", peI each w 10. "Connection to Existing", per each DELETE PARAGRAPH 4 Supplemental Specifications (Rev 02/09/87) Page 30 Hr. 7-05 MANHOLES, GRATE INLETS, DROP INLETS, AND CATCH BASINS N 7-05.3(1) ADJUSTING MNHOLES AND CATCH BASINS TO GRADE (SUPPLEMB . AL SECTION) ADO: IN UNPAVED STREETS: MANHOLES, CATCH BASINS AND SIMILAR STRUCTURES IN AREAS TO BE SURFACED WITH CRUSHED ROCK OR GRAVEL SHALL BE CONSTRUCTED TO A POINT APPROXIMATELY EIGHT INCHES BELOW THE SUBGRADE AND COVERED WITH A TEMPORARY WOOD COVER, EXISTING MW40LES SHALL BE CUT OFF AND COVERED IN A SIMILAR KANER. THE CONTRACTOR SHALL CAREFLLLY REFERENCE EACH MANGLE SO THAT ' THEY MAY BF EASILY FOLIO UPON COMPLETION OF THE STREET WORK. AFTER PLACING THE GRAVEL OR CRUSHED STONE SURFACING, THE MANHOLES AND MANHOLE CASTINGS SHALL BE CONSTRUCTED TO THE FINISHED GRADE OF T4E ROADWAY SURFACE, EXCAVATION NECESSARY FOR BRINGING MAN+ M.ES TO GRADE SHALL CENTER ABOUT THE MANHOLE AND BE HELD TO TFE MINIMM AREA NECESSARY. AT THE COMPLETION OF THE MANHOLE AOJUSTENT, THE VOID AROUND THE MANHOLE SHALL BE BACKFILLED WITH MATERIALS WHICH RE'x,LT IN THE SECTION REWIRED ON THE TYPICAL ROAD WAY SECTION, AND BE THOROUGHLY COMPACTED. WHERE BITUM.NDUS SURFACE TREATMENT IS TO BE PLACED, THE MANHOLE CASTINGS SMALL BE INSTALLED FROM 1/2 INCH TO ONE INCH HIDER THAN THE ROADWAY SURFACE, AS THE ENGINEER MAY DIRECT, IN CEMENT CONCRETE PAVEENT: MANGLES, CATCH BASINS AND SIMILAR STRUCTURES SMALL BE CONSTRUCTED AND ADJUSTED IN THE SAME MANNER AS OUTLINED ABOVE EXCEPT THAT THE FINAL ADJUSTMENT SHALL BE MADE AND CAST IRON FRAME BE SET AFTER FORMS HAVE BEEN PLACED AND CHECKED. IN PLACING THE CONCRETE PAVEMENT, EXTREME CARE SHALL BE TAKEN 140T TO ALTER THE POSITION OF THE CASTING IN ANY WAY. IN ASPHALT CONCRETE PAVEMENT: MANHOLES SHALL NOT BE ADJUSTED UNTIL THE PAVEMENT IS COMPLETED, AT WHICH TIME THE CENTER ON EACH MANHOLE SHALL BE CAREFULLY RELOCATED FROM REFERENCES PREVIOUSLY ESTABLISHED BY THE CONTRACTOR, THE PAVEENT SHALL BE CUT IN A RESTRICTED AREA AND BASE MATERIAL BE REMOVED TO PERMIT REMOVAL OF TN: COVER. THE MANHOLE SMALL THEN BE BROUGHT TO PROPER GRADE UTILIZING THE SAME METHODS OF CONSTRUCTION AS FOR THE MANHOLE ITSELF. THE CAST IRON FRAME SHALL BE PLACED ON THE CONCRETE BLOCKS AND WEDGED UP TO THE DESIRED GRADE. THE ASPHALT CONCRETE PAVEMENT SHALL BE CUT AND REMOVED TO A HEAT CIRCLE, THE DIAMETER OF WHICH SHALL BE EQUAL TO THE OUTSIDE DIMETER OF THE CAST IRON FRAME Alb TWO FEET, THE BASE MATERIALS AND CRUSHED ROCK SHALL BE REMOVED AND CLASS B(3/0) CONCRETE SHALL BE PLACED SO THAT THE ENTIRE VOLUME OF THE EXCAVATION IS REPLACED U' TO WITHIN BUT NOT TO EXCEED 1 1/2 INCHES OF THE FINISHED PAVEMENT SURFACE, ON THE FOLLOWING DAY THE CONCRETE, THE EDGE OF THE ASPHALT CONCRETE PAVEMENT, AO THE OUTER EDGE OF THE CASTING SHALL BE PAINTED WITH HOT ASPHALT CEMENT. ASPHALT CONCRETE SHALL THEN BE PLACED AND COMPACTED WITH HAND TAPERS AND A PATCHING ROLLER. ASPHALT CONCRETE WILL BE PAID FOR AS " ASPHALT CONCRETE PAVEMENT, CLASS B INCUIOING PAVING ASPHALT PER TON". THE COMPLETE PATCH SHALL MATCH THE EXISTING PAVED SURFACE FOR TEXTURE, DENSITY, AND UNIFORMITY OF GRADE. THE JOINT BETWEEN THE PATCH AND THE EXISTING PAVEMENT SHALL TEN BE CAREFU.LY PAINTED WITH HOT ASPHALT CEMENT OR ASPHALT EKXSION AND SHALL BE IMMEDIATELY COVERED WITH DRY PAVING SAND BEFORE THE ASPHALT CEMENT SOLIDIFIES. THE INSIDE THROAT OF THE K W40LE SHALL NL THOROUGHLY MORTARED AND PLASTERED. ADJUSTMENT OF INLETS: THE FINAL ALIGMENT AND GRADE OF CAST IRON FRAMES FOR NEW AND OLD INLETS TO BE ADJUSTED TO GRADE WILL BE ESTABLISED FROM TH= FORMS OR ADJACENT PAVEMENT SURFACES. THE FINAL ADJUSTMENT OF THE TON OF THE INLET WILL BE PERFORMED IN SIMILAR MANNER TO THE ABOVE FOR MAAALES. ON ASPHALT CONCRETE PAVING PROJECTS USING CURB AND GUTTER SECTION, THAT PORTION OF THE CAST IRON FRAME NOT EMBEOOED IN THE GUTTER SECTION SHALL BE SOLIOLY EMBEDDED IN CONCRETE ALSO. THE CONCRETE SHALL EXTEND A MINIMUM OF SIX INCHES BEYOND THE EDGE OF THE CASTING AND SHALL BE LEFT 1 1/2 INCHES BELOW THE TOP OF THE FRAME SO THAT THE WEARING COURSE OF ASPHALT CONCRETE PAVEMENT WILL BUTT THE CAST IRON FRAME. THE EXISTING CONCRETE PAVEMENT AND EDGE OF THE CASTING SHALL BE PAINTED WITH NOT ASPHALT CEMENT. ADJUSTMENTS IN THE INLET STRUCTURE SHALL BE CONSTRUCTED IN THE SANE MANNER APO OF THE SAME MATERIAL AS THAT REQUIRED FOR NEW INLETS. Supplemental Specifications (Rev 02/09/07) Page 29 7-11.3(09)A CONNECTION TO EXISTING MAINS (REPLACEMENT SECTION IWHEN NOT STATED OTHERWISE IN THE SPECIAL PROVISIONS OR ON THE PLANS ALL CONNECTIONS TO EXISTING , MAINS SHALL BE MADE BY CITY FORCES AS PROVIDED BELOW: CONTRACTOR INSTALLED CONNECTIONS: CONNECTIONS TO THE EXISTING WATER MAIN SHALL NOT BE MADE WITHOUT FIRST MAKING THE NECESSARY ARRANGEMENTS WITH THE ENGINEER IN ADVANCE. WOW( SHALL NOT BE STARTED UNTIL ALL THE MATERIALS, EQUIPMENT, AND LABOR NECESSARY TO PROPERLY COMPLETE THE WORK ARE ASSEMBLED ON THE SITE. n+ EXISTING WATER MAINS SWILL BE CUT BY THE CONTRACTOR. THE CONTRACTOR SHALL REMOVE THE PORTIONS W OF PIPE TO PROVIDE FOR THE INSTALLATION OF THE REQUIRED FITTINGS AT THE POINTS OF CONNECTION. ALL DAMAGE CAUSED BY THE CONTRACTOR'S OPERATIONS TO EXISTING JOINTS IN PIPING TO REMAIN IN- M„ SERVICE SHALL BE REPAIRED BY THE CONTRACTOR AT NO ADDITIONAL COST TO THE STATE, THE CONTRACTOR SHALL DETERMINE THE EXACT LENGTH OF EXISTING WATER MAIN THAT MUST BE REMOVED. THE PIPE ENDS SHALL BE BEVELLED TO PREVENT DAMAGE TO THE TRANSITION COUPLING GASKET DURING INSTALLATION OF THE COUPLING. THE EXTERIOR OF THE EXISTING PIPE END SHALL BE CLEANED TO A SOIW, SMOOTH FINISH BEFORE INSTALLATION OF THE COUPLING. jy TRANSITION COUPLINGS SHALL BE INSTALLED BY THE CONTRACTOR AND SHALL BE PROVIDED WITH A PLASTIC }� FILM WRAP, THE PLASTIC FILM WRAP SHALL BE WRAPPED LOOSELY AROUND THE PIPE, FITTINGS, AND COUPLINGS, AND SECURED WITH 2-INCH WIDE POLYETHYLENE ADHESIVE TAPE. PIPELINES IN WHICH THE COUPLINGS ARE INSTALLED SHALL BE WRAPPED A MINIMUM OF 3 FEET ON EACH SIDE OF THE COUPLING. ALL JOINTS OR SEAMS IN THE PLASTIC FILM WRAP SHALL BE MADE USING THE 2-INCH WIDE POLYETHYLENE ADHESIVE TAPE. THE PLASTIC FILM WRAP NEED NOT BE WATERTIGHT, BUT NO PART OF THE PIPE OR COUPLING SHALL BE EXPOSED TO THE BACKFILL. CARE SHALL BE EXERCISED DURING BACKFILLING TO PREVENT THE PLASTIC FILM WRAP FROM BEING PUNCTUPED OR OTHERWISE DAMAGED. PLASTIC FILM WRAP AND ITS INSTALLATION SHALL CONFORM TO AWWA Z105 EXCEPT AS MODIFIED HEREIN, WHEN WORK IS ONCE STARTED ON A CONNECTION, IT SHALL PROCEED CONTINUOUSLY WITHOUT INTERRUPTION, AND AS RAPIDLY AS POSSIBLE UNTIL COMPLETED. NO SHUT-OFF OF MAINS WILL BE PERMITTED OVERNIGHT �.. OR OVER WEEKENDS OR ON 'HOLIDAYS. IF THE CONECTION TO THL EXISTING SYSTEM INVOLVES TURNING OFF THE WATER, THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING THE RESIDENTS AFFECTED BY THE SHUT-OFF. THE ENGINEER WILL ADVISE WHICH PROPERTY OWNERS ARE TO BE NOTIFIED. THE CONTRACTOR MAY BE REQUIRED TO PERFORM THE CONNECTION DURING TIMES OTHER THAN NORMAL WORKING HOURS. THE CONTRACTOR SHALL NOT OPERATE ANY VALVES ON THE EXISTING SYSTEM. WATER SYSTEM PERSONNEL WILL OPERATE ALL VALVES ON THE EXISTING SYSTEM FOR THE CONTRACTOR WHEN REQUIRED. NO WOW SHALL BE PERFORMED ON THE CONNECTIONS UNLESS A REPRESENTATIVE OF THE WATER DEPARTMENT IS PRESEt'T TO INSPECT THE WORK. THE TYPES OF CONECTIONS ARE VARIED AND SUGGESTED PIPING ARRANGEMENTS HAVE BEEN SHOWN IN THE PLANS. FOR THE INSTALLATION OF THESE CONNECTIONS, THE SURFACED PORTION OF THE ROADWAY SHALL NOT BE PENETRATED UNLESS THE CONNECTING POINT IS DIRECTLY UNDER IT. FOR CONNECTION BY ANY OTHER METHOD, THE CONTRACTOR SHALL FURNISH A DETAILED SKETCH FOR APPROVAL NOT LESS THAN TWO r WEEKS PRIOR TO THE EXPECTED CONSTRUCTION. CITY INSTALLED CONNECTIONS: CLt4ECTIONS TO EXISTING PIPING AND TIE-INS ARE INDICATED ON THE DRAWINGS. THE CONTRACTOR MUST VERIFY ALL EXISTING PIPING, DIMENSIONS, AND ELEVATIONS TO ASSURE PROPER FIT. CONNECTIONS TO THE EXISTING WATER MAIN SHALL NOT BE MADE WITHOUT FIRST MAKING THE NECESSARY ARRANGEMENTS WITH THE ENGINEER IN ADVANCE. WORK SHALL NOT BE STARTED UNTIL ALL THE MATERIALS, EQUIPMENT AND LABOR NECESSARY TO PROPERLY COMPLETE THE WORK ARE ASSEMBLED ON THE SITE. r Suppldaen• .1 Specifications (Rev 0[/09/87) Page 32 r 7-09 PIPE AND FITTINGS FOUR WATER MAINS ►+ 7-09.2 MATERIALS (PARTIAL REPLACEMENT SECTION) REPLACE PARAGRAPH 1 WITH: MATERIALS SHALL MEET THE REQUIREMENTS OF T E FOLLOWING SECTIONS: Pipe ............................. 9-30.1 Ductile Iran Pipe ................ 9-3O.1A Fitting ........... . 9-30.2 Ductile Iran Pipe ............... 9-3O.2A Plastic Film Wrap ................ 9-30.8 Tracer Tape ...................... 9-30.9 7-10 TRENCH EXCAVATION, BEDDING, AND BACKFILL FOR WATER MAINS 1.. 7-10.3(07)8 EXTRA EXCAVATION (PARTIAL REPLACEMENT SECTIG:) REPLACE PARAGRAPH 4 WITH: MEASJEFEN7 OF "BANK RUN (RAVEL FOR TRENCH BACKFILL" WILL BE BY THE :ON. 7-10.4(04) BAN( RUN GRAVEL FOR TRENCH BACXFILL (REPLACEMENT SECTION) MEASUREMENT OF BANK RUN GRAVEL FOR TRENCH BADTILL WILL BE BY THE TON, IN ACCORDANCE WITH SECTION I- 09.1, OR BY THE CALCULATION OF NEAT LINES BASED ON MAXIMUM TRENCH WIDTH PER SECTION 2-09.4 USING A LCONVERSION FACTOR OF 1.5 TONS PER CUBIC YARD, WHICHEVER IS LESS 7-1J.5(O2) REMOVAL AND REP ACEMENT OF EXTRA EXCAVATION (PARTIAL REPLACEMENT SECTION) - DELETE 7-10.5(03) REMOVAL AND REPLACEMENT OF UNSUITABLE MATERIAL. (PARTIAL REPLACEMENT SECTION) REP-ACE PARAGRAPH 1 WITH: PAYMENT FOR "REMOVAL AND REPLACEMENT OF UNSUITABLE MATERIAL" WILL BE CONSIDERED INCIDENTAL TO OTHER BID ITEMS AND NO FURTHER COMPENSATION PILL BE MADE. 7_10.5(04) BAN( RUN GRAVEL FOR TRENCH BACKFILL (PARTIAL REPLACEMENT SECTION) REPLACE PARAGRAPH 1 WITH: PAYMENT WILL BE MADE AT THE UNIT CONTRACT PRICE PER TON FOR "BANK RUN GRAVEL. FOR TRENCH BACKFILL" WHICH PRICE SHALL BE FULL COPENSATIGN FOR EXCAVATING, FURNISHING, HAULING, PLACING AND COMPACTING THE MATERIAL IN THE TRENCH. ALSO INCLUDED IN THE UNIT CONTRACT PRICE IS THE WASTING OF EXCESS AND UNUSABLE MATERIAL EXCAVATED FROM THE TRE%rH. 7-10.5(05) FOUDATION MATERIAL (ADDITION/LL. SECTION PAYMENT WILL BE MADE AT THE UNIT CONTRACT PRICE PER TON FOR "FOUNDATION MATERIAL" WHICH PRICE SHALL BE FULL COPENSATION FOR EXCAVATING AND DISPOSING OF THE UNSUITABLE MATERIAL AND REPLACING WITH THE APPROPRIATE FOUNDATION MATERIAL PER SECTION 9-30.78(1) 7-11 PIPE INSTALLATION FOR WA)cR MAINS 7-11.3(06) LAYING DUCTILE IRON PIPE WITH POLYETHYLENE ENCASEMENT (SUPPLEMENTAL SECTION) THE POLYETHYLENE ENCASEMENT 9ALL ALSO BE INSTALLED ON ALL APPURTENANCES, SUCH AS PIPE LATERALS, CODLINGS, FITTINGS, AND VALVES, IN ACCORDANCE WITH SECTION 4-5 OF ANSI 21.5 OR AWWA C1O5. Supolemental Specifications (Rev 02/09/87) Page 31 7-11.3(11) CONTINUED iMSTALL 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 ACCUPLISED BY PUMPI.NG THE MAIN UP TO THE REQUIRED PRESSURE; STOP THE PUP FOR A MINIMUM OF 15 MINUTES LP TO A MAXIMUM OF 60 MINUTES AS DIRECTED BY THE OWNER, AND THEN PUP 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 STERILIZED BY THE ADDITION OF CHLORINE TO A CONCENTRATION OF 50 MG/L. - THE QWWTITY 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 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 EVOLUTION. THE METER SHALL BE APPROVED BY THE OWNER. 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 PEP, HOUR AS LISTED IN THE FOLLOWING TABLE. 2. THE LOSS IN PRESSURE SHALL NOT EXCEED 1 PSI PER MINUTE DURING THE TEST PERIOD. ALLOWABLE LEAKAGE PER 1000 FT. OF PIPELINE• - GPH Nominal Pipe Diameter* - Inches PSI 6" 6" 10" 12" 16" 20" 24" 450 0.95 1.27 1.59 1.91 2.55 3.18 3.02 400 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 1.26 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 1.26 1.70 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 THHOV _TERS OR PRESSURES NOT LISTED BY THE FORMULA STATED IN SECTION 74.2.11 OF THE STANDARD SPECIF.6ATIONS. 7-21.3(12) OECHLORINATION (SLPFLEMENTAL SECTI..ON? , 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 STOW DRAINAGE SYSTEM OR ANY WATERWAY. 7-11.3(13) CONCRETE THRUST BLOCKING (REPLACEMENT SECTION) u.. PROVIDE CONCRETE BLOCKING AT ALL HYDRANTS, FITTINGS AND HORIZONTAL OR VERTICAL AIZE POINTS. CONFORM TO THE CITY OF RENTON STANDARD DETAILS FOR GENERAL BLOCKING, DEAD-MAN BLOCKING, AND VERTICAL BLOCKS HEREIN. ALL FITTINGS TO BE BLOCKED SHALL BE WRAPPED WITH 4-MIL POLYETHYLENE PLASTIC. CONCRETE BLOCKING SHALL BE PROPER.Y FORMED WITH PLYWOOD DR OTHER ACCEPTABLE FORMING r MATERIALS AND SHALL NOT BE POURED AROKDD JOINTS. T.,; FORS SMALL BE STRIPPED PRIOR TO BACKFILLING. JOINT RESTHAINT(SHACKLE RODS), WHERE REQUIRED, SHALL BE INSTALLED IN ACCORDANCE WITH SECTLLN 7-11.3(15). w Supplemental Specifications (Rev 02/09/87) Page 34 "" 7-11.3(09)A CONTINUED ►+ THE CONTRACTOR SHALL PROVIDE ALL MATERIALS NECESSARY TO INSTALL ALL CONEECTIONS AS INDICATED ON CONSTRUCTION DRAWINGS. THE CONTRACTOR SHALL PERFOM THE EXCAVATION, BEDDING, AND BACKFILL, AND PROVIDE CONCRETE SACKING FOR THE CONNECTIONS TO EXISTING MAINS. THE CITY WILL CUT THE r EXISTING MAIN AND ASSETIB,E ALL MATERIALS. WHEN THE CITY MAKES THE C0NNEC71OS TO THE EXISTING SYSTEM ALL LABOR, MATERIILL.S, AM EQUIPMENT REQUIRED OF THE CONTRACTOR SHALL BE CONSIDERED INNCIDENTAL AND ALL RELATED COSTS SHDU O BE INCLUDED IN OTHER ITEMS OF WORK, 7-11.3(11) HYDROSTATIC PRESSURE TEST (REPLACEMENT SECTION) ALL WATER MAINS AND APPURTENANCES SHALL BE TESTED UNDER A HYDROSTATIC PRESSURE EQUAL TO 150 PSI IN EXCESS OF THAT UMDEHt WHICH THEY WILL OPERATE. IN N CASE SHALL THE TEST PRESSURE BE LESS THAN 200 p PSI- ALL PIMPS, GAUGES, PLUGS, SAOOLES, CORPORATION STOPS, MISCELLANEOUS HOSE AND PIPING, AND 7 OTHER EQUIPMENT NECESSARY FOR PERFORMING THE TEST SHLLL BE FURNISHED AND OPERATED BY THE j� CONTRACTOR. THE PIPELINE TRENCH 94ALL BE BACKFILLED SUFFICIENTLY TO PREVENT MOVEMENT OF THE PIPE L14DER PRESSURE. ALL THRUST BLOCKS SHALL BE IN PLACE AND SUFFICIENTLY CURED TO 'TEACH DESIGN STRENGTH BEFORE TESTING. WHERE PERMANENT BLOCKING IS NOT REQUIRED, THE CONTRALTOR SHALL FURNISH Ilr AND INSTALL TEMPORARY BLOCKING AND REMOVE IT AFTE� TESTING. THE MAINS SHALL BE FILLED WITH WATER AND ALLOWED TO STAND UNDER PRESSURE FOR A MINIMM 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 FIL'. THE PIPELINES FOR TESTING PURPOSES AT A TIME OF DAY WHEN SUFFICIENT QUANTITIES OF WATER ARE AVAILABLE FOR NORMAL SYSTEM OPERATION. A HYDRANT METER AND A r' BACKFLOW PREVENTION DEVICE WILL BE USED WHEN DRAWIW. WATER FROM THE CITY SYSTEM. THESE MAY BE ;., OBTAINED FROM THE CITY BY COMPLETING THE REQUIRED FORMS AND MAKING REQUIRED SECURITY DEPOSITS. THERE WILL BE NO CHARGE FOR THE WATER USED. GAUGES USED IN THE TEST -, BE REQUIRED TO BE CERTIFIED FOR ACCURACY AT A LABORATORY BY THE OWNER. A VISIBLE LEAKAGE DETECTED 94ALL BE CORRECTED BY THE CONTRACTOR TO THE SATISFACTION OF THE OWNER REGARDLESS OF THE ALLOWABLE LEAKAGE SPECIFIED ABOVE. SHDLLO 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 LIEN RE-TEST THE PIPELINE. ALL TESTS SHALL BE MADE WITH THE HYDRANT AUXILIARY GATE VALVES OPEN AND PRESSURE AGAINST THE HYDRANT VALVE. AFTER THE (EST 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 WILI BE ACCEPTABLE iF THERE IS NO IMMEDIATE LOSS OF PRESSURE ON THE CJRU(E 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. 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 -0 QUALIFY THE CREW AND/OR THE MATERIAL. PIPE LAYING SHALL NOT BE CONTINUED MORE THAN AN ADDI--IONAL 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 94ALL HAVE SUCCESSFULLY PERFORMED THE TEST TO ASSURE THAT THE PIPE IS IN A SATISFACTORY CONOI-.ION. 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 POTM'TS, THE CONTRACTOR SHALL Supplemental Specifications (Rev 02/09/87) Page 33 7-11.3(15) CONTINUED INTO TIECOUR.INGS. ARRANGE TIERODS SYMMETRICALLY AROUND THE PIPE. PIPE DIAMETER K,MBER OF 3/4" TIERODS REQUIRED 4" 2 6" 2 "w 8" 3 10" 4 12" 6 r ti WHERE A MANUFACTURES MECHANICAL JOINT VALVE OR FITTING IS SUPPLIED WITH SLOTS FOR ',"" BOLTS INSTEAD OF HOLES, A FLANGED VALVE WITH A FLANGE BY MECHANICAL JOINT ADAPTOR SWILL BE USED INSTEAD, SO AS TO PROVIDE ADEQUATE SPACE FOR LOCATING TIEBOLT. WHERE A CONTINUOUS RUN OF PIPE IS REQUIRED TO BE RESTRAINED, NO RUN OF RESTRAINED PIPE SHALL BE GREATER THAN 60 FEET IN LENGIH BETWEEN FITTINGS. INSERT LONG BODY SOLID SLEEVES AS REQUIRED ON LONGER RUNS TO KEEP TIMM LENGTHS TO THE 60 FOOT MAXIMUM. PIPE USED IN CONTIMDUSLY +"+ RESTRAINED RUNS SHALL BE MECWWICAL JOINT PIPE AND TIEBOLTS SHALL BE INSTALLED AS R0O GUIDES AT EACH JOINT. 7-12 VALVES FOR WATER MAINS 7-12.2 MATERIALS (SUPPLEMENTAL SECTION) IVALVES SHALL BE DESIGNED FOR A MINIMUM WATER OPERATING PRESSURE OF 200 PSI. GATE VALVES SWILL BE CLOW LIST 14, MUELLER COMPANY 40. A-2380, KENNEDY, OR M h H. APPROVAL OF VALVES OTHER THAN MODELS SPECIFIED SHALL BE OBTAINED PRIOR TO BID OPENING. ALL GATE VALVES BLESS THAN 12" IN DIAMETER SHALL INCLUDE AN 8" X 24" CAST IRON GATE VANE BOX AND EXTENSIONS, AS REQUIRED. ALL I?" DIAMETER AM LARGER GATE VALVES SHALL BE INSTALLED IN A VAULT. SEE WATER STANDARD DETAIL FOP. 12" GATE VALVE ASSEMBLY VAULT AND 1" BYPASS INSTALLATION. 7-14 HYDRANTS F 7-14.3(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 CTL�yT."_ (7-TAILS. HYDRANT AND GUARD POSTS SHALL BE PAINTED IN ACCORDANCE WITH THE WATER STANDARC. !.ii UPON COMPLETION OF THE PROJECT, ALL FIRE K . ZANTS SHALL BE PAINTED TO THE CITY OF RENTON SPECIFIC4TION5 AND GUARD POSTS PAINTED YELLOW. FIIE HYDRANTS SHALL BE OF SUCH LENGTH AS TO BE SUITABLE FOR INSTALLATION WITH CONNECTIONS TO I.", 8" and 10" PIPING IN TRENCHES 3 - w, 1/2 FEET DEEP UWLESS OTHERWISE SPECIFIED. THE HYDRANT SHALL F . DESIGNED FOR A 4-1/2 FOOT BURIAL WHERE 12" AND LARGER PIPE IS SOWN UNLESS OTHERWISE NOTED ON ''E PUN. 7-14.3(02) HYDRANT CONNECTIONS (ADDITIONAL SECTION) , FIRE HYDRANT ASSEMBLY SHALL INCLUDE C.I. TEE (MJ X FL), 6" GATE VALVE (FL X MJ), 6' C.I. SPOOL (PE X PE) 5" M.V.O. FIRE HYDRANT (M) CONNECTION), 8" x 24" CAST IRON VALVE BOX, AND 3/4 INCH SHACKLE Suoplemental Specifications (Rev 02/09/87) Page 36 r 7-11.3(15) JOINT RESTRAINT SYSTEMS (NEW SECTION) H GENERAL MHHERE SHOWN ON THE PLANS OR IN THE SPECIFICATIONS OR REWIRED BY THE ENGINEER, JOINT RESTRAINT SYSTEM (SHACKLE RODS) SHALL BE USED. ALL JOINT RESTRAINT MATERIALS USED SHALL BE THOSE MANUFACTURED BY STAR NATIONAL PRODUCTS, 1323 HOLLY AVENUE PO BOX 258, COLUMBUS OHIO 43216, LESS AN EQUAL ALTERNATE IS APPROVED IN WRITING BY THE ENGINEER. MATERIALS STEEL TYPES USED SHALL BE: HIGH STRENGTH LOW-ALLOY STEEL(COP-TEN), ASTM A242, HEAT-TREATED, SUPERSTAR "SST" SERIES. HIGH STRENGTH LOW-ALLOY STEF1(COt-TEN), ASTM A242, SUPERSTAR "SS" SERIES. CARBON STEED ASTM A36, STAR "S" SERIES. ITEMS TD BE ZINC PLATED OR GALVANIZED TO MEET THE FOLLOWING REWIREMFJNTS: ASTM 8633 ELECttmDEPOSITEC COATINGS OF ZINC ON STEEL. ASTM A153 FOR GALVANIZING IRON AND STEEL HARDWARE. ASTM A123 FOR GALVANIZING ROLLED, PRESSED AND FORGED STEEL SHAPES. .DINT RESTRAINER SYSTEM COMPONENTS: TIEBO.T: ASTM A242, TYPE 2, PLAIN, ZINC PLATED OR HDT-DIP GALVANIZED. SST 7:5/9" -A 2" AND 3" MECHANICAL JOINTS, 3/4" FOR 4" TO 12" MECHANICAL JOINTS, ASTM A325, TYPE 3D, EXCEPT TENSILE STRENGTH OF FULL-BODY THREADED SECTION SHALL BE INCREASED TO 40,000 LBS. MINIMUM FOR 5/8" AND 60,000 LBS. MINIMUM FCIR 3/4" BY HEAT TREATING (QUENCHING AND TEMPERING) TO MANUFACTURES REHEAT AND HARDNESS SPECIFICATIONS. SST 753: 3/4" FUR 14" TO 24" MECHANICAL JOINTS. SAME ASTM SPECIFICATION AS SST 7 SST 77: 3/4" _+ME AS SST 7, EXCEPT 1" EYE FOR 7/8" ROD. SANE ASTM SPECIFICATION AS SST 7. TIENUT: HEAVY HEX NUT FOR EACH TIEBOLT. SSB: 5/8" AND 3/4", ASTM A563, GRADE C3, PLAIN OR ZINC PJITED. S 8: 5/8" AND 3/4", ASTM A563, GRADE A, PLAIN, ZINC PLATED OR HOT-DIP GALVANIZED TIECOUFLING: USED TO EXTEND CONTINUOUS THREADED RODS AND ARE PROVIDED WITH CENTER STOP TO AID INSTALLATION, PLAIN, ZINC PLATED OR HO1-DIP GALVANIZED. SS 10: FOR 5/8" AND 3/4" T1ERODS, ASTM A563, GRADE C3. S 10: FOR 5/8" AND 3/4" TIERODS, ASTM A563, GRADE A. TIEROD: NONTINUOUS THREADED ROD FOR CUTTING TO DESIRED LENGTIS, PLAIN, ZINC PLATED OR HOT- DIP GALVANIZED. SS 12: 5/8" AND 3/4" DIAMETER, ASTM A242, TYPE 2: ANSI D1.1. S 12: 5/8" AND 3/4" DIAMETER, ASTM A36, A307. TIEWASHER: ROLM FLAT WASHERS, PLAIN, ZINC PLATED OR HHOT-DIP GALVANIZED. SS 17: ASTM A241, �'436. S 17: ANSI 818.22.1. INSTALLATION INSTALL THE JOINT RESTRAINT SYSTEM IN ACOURDANCE WITH THE MANUFACTURES INSTRUCTIONS SO ALL JOINTS 4RE MECHANICALLY LOCKED 1GETHHER TO PREVENT JOINT SEPARATION. TIESOLTS SHALL BE INSTALLED TO PULL AGAI'GT THE MECHANICAL JOINT BODY AND NOT THE M.J. FOLLOWER. TORQUE NUTS AT 75-9C FOOT POUNDS rOR 3/4" NUTS. INSTALL TIECOIPLINDS WITH BDT "!IDS THREADED EQUAL DISTANCE Supplemental .-cifications (Rev 02.'09/87) Page 35 7`17.3(1)B PIPE BEDDING (SUPPLEMENTAL SECTION) PIPE BEDDING MATERIAL FOR PVC PIPE SHALL BE PLACED TO 4 DEPTH OF 6" BELOW THE BOTTOM OF THE PIn= AND EXTENDING UP 6" ABOVE THE CROWN ON ALL PIPES. THE HAND-PLACED BEDDING AROUND THE PIPE AND TO A POINT 6" ABOVE THE CROWN SHALL BE FOOT-TAMPED , UNTIL IT IS UNYIELDING. THE REMAINING BACKFILL SHALL BE MECHANICALLY TAMPED WITH HAND-OPERATED MECHANICAL OR PNELMATIC TAMPERS TO 95% DENSITY. PIPE BEDDING SHALL BE CONSIDERED INCIDENTAL TO THE PIPE AND NO FURTHER COMPENSATION SHALL BE MADE. 7-17.3(2)G SEWER LINE CONNECTSONS (SUPPLEMENTAL SECTION) r LNLESS OTHERWISE APPROVED BY THE ENGINEER, ALL CON EXTIONS OF LATERAL SEWERS TO EXISTING MAINS SHALL BE MADE THROUGH A CAST IRON SADDLE SECURED TO THE SEWER MAIN WITH STAINLESS STEEL BANDS. u MEN THE EXISTING MAIN IS CONSTRUCTED OF VITRIFIED CLAY, RAN ON REINFORCED CLNCRETE, CAST OR M DUCTILE IRON PIPE, THE EXISTING 'MAIN SWILL BE CORE DRILLED. CONNECTIONS TO EXISTING CONCRETE MANHOLES SHALL BE CORE-ORILLED, AND 94ALL HAVE AN "0" RING RUBBER GASKET MEETING ASTM C-478 IN A MANHOLE COUPLING EQUAL TO THE JOHNS-MANVILLE ASBESTOS-CEMENT COLLAR, OR USE A CONICAL TYPE FLEXIBLE SEAL EQUAL TO KORE-N-SEAL. 7-17.3(2) I PROTECTION OF EXISTING SEWERAGE FACILITIES (SUPPLEMENTAL SECTION) WHEN EXTENDING AN EXISTING SEWER, THE DOWNSTREAM SYSTEM SWILL BE PROTECTED FROM CONSTRUCTION DEBRIS BY PLACING A SCREEN OR TRAP IN THE FIRST EXISTING MANHOLE DOWNSTREAM OF THE CONNECTION. IT SHALL r BE THE CONTRACTOR'S RESPONSIBILITY TO MAINTAIN THIS SCREEN OR TRAP UNTIL THE NEW SYSTEM IS RACED IN SERVICE AND THEN TO REMOVE IT. ANY CONSTRUCTION DEBRIS WHICH ENTER THE EXISTING DOWNSTREAM SYSTEM, SHALL BE REMOVED BY THE COH.'7RACTOR AT HIS EXPENSE, 40 TO THE SATISFACTION OF THE ENGINEER, WHEN T'HE FIRST MANHOLE IS SET, IT'S OUTLET SHALL BE PLUGGED UNTIL ACCEPTANCE BY THE ' ENGINEER. 7-17.3(4)I TELEVISION INSPECTION (SUPPLEMENTAL SECTION) ONCE THE TELEVISION INSPECTION HAS BEEN COMPLETED THE CONTRACTOR SHALL SUBMIT TO THE ENGINEER THE v_ WRITTEN REPORTS OF THE INSPECTION PLUS THE VIDEO TAF"S. SAID VIDEO TAPES ARE TO BE IN COLOR AND COPATIBLE WITH THE CITY'S VIEWING AND RECORDING SYSTEMS. TE CITY SYSTE.H ACCEPTS 1/2" WIDE HIGH DENSITY VHS TAPES. THE TAPES WILL BE RUN AT STANDARD SPEED SP U 5/16 I.P.S.). 7-17.4 MEASUREMENT (PARTIAL REPLACEMENT SECTION) W REPLACE PARAGRAPH 4 WITH: EXCAVATION OF THE SEWER TRENCH WILL BE MEASURED THE SAME AS STRUCTURE EXCAVATIR! CLASS B AS SPECIFIED IN SECTION 2.09. ADD: MEASUREMENT OF BANK RUN GRAVEL FOR TRENCH BACKFILL WILL BE BY THE TON, IN ACCORDANCE WITH ACTION 1-09.., OR BY THE CALCULATION OF NEAT LINES BASED ON MAXIMUM TRENCH WIDTH PER SECTION 2- 09.4 USING A CONVER_ION FACTOR OF 1.5 TONS PER CUBIC YARD, WHICHEVER IS LESS. 7-17.5 PAYMEN" (PARTIAL REPLACEMENT SECT.T,ON) r REPLACE ITEM 1 THROUGH 9 PARAGRAPH 1 WITH: 1. "_SmiJtary Sewer Pipe", Per Linear Foot 2. "�4 " Tees" Per Each 3 "T.V. Inspection" Per Lump Sun s 4. "Bank Run Gravel for Trench Backfill", Per Ton Supplemental Specifications (Rev 02/09/87) Page 38 r 7-14.3(02) CONTINUED ROD WITH ACCESSORIES AND TWO CONCRETE GUARD POSTS. JOINT RESTRAINT(SHACKLE RODS), SHALL BE INSTALLED IN ACCORDANCE WITH SECTION 7-11.3(15). �- 7-14.3(03) RESETTING EXISTING HYDRANTS (PARTIAL REPLACEENT SECTION) REPLACE PARAGRAPH 2 WITH: THE METHOD OF HARNESSING THE HYDRANT SHALL RE DETERMINED BY THE CONDITIONS FORD IN THE FIELD 40 SHALL BE RE-SHACKLED AND RE-BLOCKED AS DIRECTED BY THE ENGINEER. ADO. ALL RIBBER GASKETS REMOVED OR DISTIABED DURING RESETTING SHALL BE REPLACED WITH NEW GAS(ETS OF ` THE TYPE REQUIRED FOR A NEW INSTALLATION OF THE SAME TYPE. 7-14.5(01) HYDRANT ASSEMBLY (SUPPLEMENTAL SECTION) THE UNIT CONTRACT PRICE PER EACH FOR "HYDRANT ASSEMBLY COMPLETE" SHALL BE THE SAME AS "HYDRANT ASSEMBLY* EXCEPT THAT THE 6-INCH DUCTILE IRON PIPE CONNECTING THE HYDRANT TO THE MAIN SHALL BE INCLUDED IN THE UNIT CONTRACT PRICE FOR "HYDRANT ASSEMBLY COMPLETE". 7-15 SERVICE CON CTIOS 7-15.3 CONSTRUCTION DETAILS (REPLACEMENT SECTION) REPLACE 1st SENTENCE PARAGRAPH 5 WITH: PIPE MATERIALS USED TO EXTEND OR REPLACE EXISTING WATER SERVICE LINES SHALL BE COPPER. w.. SERVICE LINE COUECTION TO THE NEW MAIN WILL CONFORM TO THE STANDARD PLANS OF THE CITY OF RENTON BOUND IEREIN AS APPLICAB_E. THE ENGINEER WILL INDICATE THE LOCATION FOR THE TAWS ON THE NEW MAIN FOR EACH SERVICE TO BE CONNECTED. THE CONTRACTOR WILL OIRECI 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 COMPRESSION 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 iTNNE. (METERS SHALL BE LOCATED IN PLANTER STRIP BETWEEN SIDEWALK AND CURB). TYPE III: MERE FUTURE STUB SERVICES SHALL BE INSTALLED THEY 94ALL BE INSTALLED AS ABOVE, TO THE PROPERTY LINE WITH A METER BOX (LESS 3/4 METER). A SOLID COPE THREADED ; ACER THE LENGTH OF A METER SHALL BE INSTALLED IN PLACE OF THE METER. 7-17 SANITARY SEWERS 7-17.2 MATERIAL (PARTIAL REPLACEENT SECTION) IN r1ARAGRAPH 1 DELETE: A B S COMPOSITE, ASBESTOS BONDED CORRUGATED STEEL LiN PARAGRAPH 4 DELETE: A 8 S COf05ITE SEWER PIPE 9-05.14 Supplemental Specifia:tions t (Rev 02/09/87) Page 37 7-1a.3(4) ASPHALT CONCRETE STREETS ON GRANULAR BASE AFTER THE SUBGRADE HAS BEEN PREPARED AS SHOWN ON THE -TANDARD DRAWING, OR AS DIRECTED BY THE ENGINEER, ASPHALT CONCRETE PAVEMENT CLASS B OR CLASS F SHALL BE PLACED Tr A THICKNESS OF THE EXISTING ASPHALT PAVEMENT DEPTH, OR TO A MINIMUM OF TWO (2) INCHES, WHIU.?EVER DEPTH IS THE GREATER, AND COMPACTED IN THE MANNER SPECIFIED IN SECTION 7-18.3(3). 7-18.3(5) OIL MAT STREETS THE EXISTING OIL MAT SHALL BE UINIFORMLY TRIMMED TO A STRAIGHT LINE. AFTER THE SUBCRADE HAS BEEN r PREPARED AS 94OWN ON THE STANDARD DRAWING, OR AS DIRECTED BY THE ENGINEER, A MINIMM OF TWO (2) INCHES OF ASPHALT CONCRETE PAVEMENT- CLASS B SHALL BE PLACED AND COMPLETED IN THE SAME MANNER AS SPECIFIED IN SECTION 7-18.3'3). 7-18.3(6) INCIDENTAL WOW ALL INCIDENTAL WOK AS REQUIRED TO COMPLETE THE PATCHING OF STREET SURFACES AS SPECIFIED, INCLUDING JOINTS MERE REQUIRED, SHALL BE CONSIDERED AS INCIDENTAL TO THE PATCHING AND THE COSTS THEREOF SHALL BE INCLUDED IN THE ITEMS FOR WHICH PAYMENT IS PROVIDED. 7-18.4 MEASUREMENT PAYMENT FOR PAVEMENT PATCHING WILL ONLY BE MADE FOR MATERIALS USED WITHIN THE NEAT LIMES 1 (ONE) FOOT ON EITHER SIDE OF THE MAXIMUM TRENCH WIDTH AS SPECIFIED IN SECTION 2-09.4. MEASUREMENT AND PAYMENT FOR CRUSHED ROCK SHALL BE AS COVERED IN OTHER SECTIONS OF THIS DOCUMENT. 7-18.5 PAYMENT PAYMENT WILL BE MADE FOR EACH OF THE FOLLOWING BID ITEMS AS ARE INCLUDED IN THE PROPOSAL, AND PAYMENT WILL BE MADE UNDER: 1. "BITUMINOUS SJNFACE TREATMENT, FOR PAVEMENT PATCHING " PER SQ. YD. 2. "CEMENT CONCRETE CLASS FOR PAVEMENT PATCHING " PER CU. Y�. 3. "CEMENT CONCRETE CLASS`, FOR PAVEMENT PATCHING " PER SQ. YD.A. "ACPIALT CONCRETE CLASS , FOR PAVEMENT PATCHING PER TON. 5. "A,°PHALT CONCRETE CLASS_, FOR PAVEMENT PATCHING PER SO. YD. WHEN NONE lF THE ABOVE IS INCLUDED IN THE PROPOSAL, PAVEMENT PATCHING SHALL BE CONSIDERED ... INCIDENTAL TO THE PROJECT AND THE COSTS THEREOF SHALL BE INCLUDED IN THE ITEMS FOR WHICH PAYMENT IS PROVIDED. Supplemental Specifications a, (Rev 02/09/87) Page 40 r � . 7-18.2 MATERIALS p MATERIALS SHALL MEET THE REQUIREMENTS OF THE FOLLOWING SECTIONS: BITININOl15 SURFACE TREATMENT ...... 5-O2 ASPHALT CONCRETE PAVEMENT ...... 5-04 CEMENT CONCRETE PAVEMENT ...... 5-05 CABS AND GUTTERS ...... 8-04 CEMENT CONCRETE SIDEWALKS ...... 8-14 7-18.3 CONSTRUCTION DETAILS 7-18.3(1) GENERAL PAVEMENT PATCHING SHALL BE SCHEDULED TO ACCOMMODATE. THE DEMANDS OF TRAFFIC AND SHALL BE PERFORMED AS RAPIDLY AS POSSIBLE TO PROVIDE MAXIMUM SAFETY AM CONVENIENCE TO PUBLIC TRAVEL. THE PLACING AND COPACTION OF THE TRENCH BPOTILL, THE PREPARATION AND COPACTION OF THE SUBGRADE, AND THE PLACING AND COPACTI0N OF THE CAUSED SURFACING SHALL BE IN HW:CORu„NCE WITH THE REQUIREMENTS OF THE VARIOUS APPLICABLE SECTIONS OF THESE SPECIFICATILNS. � BEFORE THE PATCH IS CONSTRUCTED ALL PAVEMENT CUTS SHALL BE TRUED SO THAT THE MARGINAL LINES OF THE PATCH WILL FORM A RECTANGLE WITH STRAIGHT EDGES AND VERTICAL FACES. THE USE OF A CONCRETE SAW BALL BE REQUIRED LNLESS EXCEPTED IN THE SPECIAL PROVISIONS OR BY THE ENGINEER. CONCRETE USED IN PATCHES BALL BE CLASS 'B' (3/4) - 3 DAY MIX. CURING COMPOUND AS SPECIFIED IN SECTION 5-05.3(13) SHALL BE PLACED ON THE CONCRETE IMMEDIATELY AFTER FINISHING. PROPER SIGNS, BARRICADES, LIGHTS AND OTHER WARNING DEVICES, AS MAY BE APPROVEC BY THE ENGINEER, SHALL BE MAINTAINED ALL 24 HOURS OF THE DAY UNTIL THE PATCH IS COMPLETED AND READY FOR TRAFFIC. 7-18.3(2) CEMENT CONCRETE PAVEMENTS AFTER THE SUlBGRADE FOR THE PAVEMENT HAS BEEN COMPACTED AND CONSTRUCTED TO LINE AND GRADE, THE CEMENT CONCRETE PAVEMENT PATCH SHALL BE PLACED, COMPACTED AND STRUCK LrF TO THE MADE OF THE ADJACENT PAVEMENT IN ACCORDANCE WIN THE PERTINENT SECTIONS OF SECTION 5-05. THROUGH AND OU MY JOINTS SHALL BE PLACED AND EDGED WHERE DIRECTED. THE SURFACE SHALL BE FINISHED AND BRUSHED WITH A FIBER BRUSH. APPROVED CURING COMPOUND SHALL BE PLACED ON THE FINISED CONCRETE IMMEDIATELY AFTER FINISHING. 7-18.3(3) RIGID TYPE PAVEMENT RESURFACED WITH ASPHALT CONCRETE STREETS WHICH HAVE RIGID TYPE PAVEMENTS RESURFACED WITH ASPHALT CONCRETE SHALL BE PATCHED AS SEWN ON THE STANDARD DRAWING, OR AS OTHERWISE SPECIFIED, THE SURFACE OF THE CEMENT CONCRETE PORTION OF THE PATCH SHALL BE LEFT LOW ENOUGH TO ACCOMMODATE THE ASPHALT PORTION OF THE PARCH. BRUSH FINISHING WILL NOT BE REQUIRED. JOINTS SHALL BE PLACED IF DIRECTED BY THE ENGINEER. CURING SHALL BE ACCOPLISHED WITH A SS-1 EMULSION CUT BALK WITH WATER AS DIRECTED BY THE ENGINEER. ASPHALT CONCRETE OR BITUMINOUS RANT MIX SHALL NOT BE PLACED UNTIL THE DAY AFTER THE CEMENT CONCRETE HAS BEEN PLACED, UNLESS OTHERWISE PEFMITTED BY THE ENGINEER. THE EDGES OF THE EXISTING ASPHALT PAVEENTS AND CASTINGS 94ALL BE PAINTED WITH HOT ASPHALT IMMEDIATELY BEFORE PLACING THE ... ASPHALT PATCHING MATERIAL. THE ASPHALT CONCRETE PAVEMENT SHALL THEN BE PLACED, LEVELED, AND COMPACTED TO COWORM TO THE ADJACENT PAVED SURFACE. IMMEDIATELY THEREAFTER, ALL JOINTS BETWEEN THE NEW AND ORIGINAL ASPHALT PAVEMENT SHALL BE PAINTED WITH HOT ASPHALT OR ASPHALT EMULSION AND BE COVERED WITH DRY PAVING SAND BEFORE THE ASPHALT SOLIDIFIES. Supplemental Specifications (Rev 02/09/87) Page 39 8 08.3 CONTINUED 2. Pla-ing Adhesive (epoxy) on pavement surface and pressing the button onto it. 8_08.4 MEASUREMENT (REPLACEMENT SECTION) ' MEASUEMENT WILL BE BY THE UNIT, COMPLETE IN PLACE. 8-08.5 PAYMENT (REPLACEMENT SECTION) PAYMENT SHALL BE BY THE FOLLOWING; r (1) "10" Plastic Traffic Button, color, " per ea. - 8-09. LAME MARKER' 8-09.4 MEASREMENT (REPLACEMENT SECTION) MEASUREMENT a'LL BE LANE MARI(ER, TYPE I and TYPE II BY THE UNIT COMPLETE IN PLACE. 8-09.5 PAYMENT (REPLACEMENT SECTION) PAYMENT SHALL BE BY THE FOLLOWING: (1) "4" LANE ..INE MARKER, TYPE I, White" Per Each , (2) "4" LANE LINE MARKER, TYPE II, COLOR(5)" Per Each 8-13 MONUMENT CASES 8-13.3 CONSTRUCTION REQUIREMENTS (PARTIAL REPLACEMENT SECTION) REPLACE PARAGRAPH 4 W1.TH: THE MONUMENT WILL BE FURNISHED AND SET BY THE CONTRACTOR UNDER THE DIRECT SUPERJISION OF THE CITIES SURVEYOR. WHEN THE CONTRACT INCLUDES CONTRACTOR SUPPLIED SURVEYING, THE CONTRACTORS SURVEYOR SHALL SET THE STRADDLE POINTS FROM WHICH THE CONTRACTOR SHALL SET THE MONUMENT. IN ALL CASES THE CITIES SURVEYOR SHALL SET THE PUNCH OR TACK IN THE MONUMENT. 8-13.5 PAYMENT (SUPPLEMENTAL SECTION) THE MONUMENT WILL ALSO BE SUPPLIED AND RACED AS PART OF %MONUENT, MONUMENT-CASE AND COVER" AND ALL WORK IN SUPPLYING SAID MONUMENT SHALL BE CONSIDERED INCIDENTAL TO THIS I1,M. 8-14 CEMENT CONCRETE SIDEWALKS 814.2 MATERIALS (PARTIAL REPLACEMENT SECTION) w DELETE PARAGRAPH 2 8-14.3(4) CURING (PARTIAL REPLACEMENT SECTION) r REPLACE PARAGRAPH 1 WITH: THE CONCRETE SIDEWALK SHALL BE CURED FOR AT LEAST 72 HOURS AS SPECIFIED IN 5-05.3(13)8 OR AS r Supplemental Specifications (Rev 02/09/87) Page 42 r DIVISION B "isCELLAIEOUS CONSTRUCTION , 8-04 CURBS, GUTTER, SPILLWAYS AND INLETS 8-04.3 1i CEMENT CONCRETE CURBS GUTTERS AND SPILLWAYS (PARTIAL REPLACEMENT SECTION) r REPLACE PARAGRAPH 1 WII: CEMENT CONCRETE CURB, CURB AND GUTTER, GUTTER AND SPILLWAY SHALL BE CONSTRUCTED WITH AIR ENTRAINED CONCRETE LASS B SPECIFIED ON THE STANDARD PLANS AND CONFORMING TO THE REQUIREMENTS OF SECTION 6-02, EXCEPT THAT CLASS A MIX SHALL BE USED IN ALL DEPRESSED CURBS FOR DRIVL WAY SECTIONS. Iw IN PARAGRAPH 6, LAST SENTENCE DELETE, "CLASS B" 8-04.4 MEASUREMENT (SPPLEMENTAL SECTION THE EXTRA DEPTH OF CURB AND GUTTER, AND THE 3-DAY MIX RREQUIRED ACROSS DRIVEWAY SECTIONS, AS SHOWN t ON THE STANDARD PUNS, SHALL BE CONSIDERED INCIDENTAL 40 NO f,DOITIONAL PAYMENT SHALL BE MADE. `j^ 8-07 PRECAST TRAFFIC CLRB AND BLOCK TRAFFIC CURB IFw 8-07.1 DESCRIPTION (RER.ACEDENT SECT?ON) THE CONTRACTOR SHALL FU NI94 AND INSTALL PPLCAST TRAFFIC CURB AND BLOCK TRAFFIC CRAB OF THE DESIGN ►� AND TYPE SPECIFIED IN THE PLANS. THE CURB WILL BE INSTALLED IN ACCORDANCE WITH THESE SPECIFICATIONS AND PER THE CITY OF RENTON STANDARD PLANS AT THE LOCATIONS INDICATED IN THE PLANS OR i AS DIRECTOR 9Y THE ENGINEER. ti 8-07.5 PAYMENT (REPLACEMENT SECTION) PAYMENT SHALL BE MADE BY THE FOLLOWING' - (1) "Precast Traffic Curb, Type A" per lin, ft. (2) "Precast Traffic Curb, Type C" per lin. ft. (3) "Block Traffic Curb, Type A" per :in, ft. (4) "Block Traffic Curb, Type C" peI lin. ft. B-08 PLASTIC TRAFFIC BUTTONS 8-08.1 DESCRIPTION (REPLACEMENT SECTION) THE CONTRACTOR 94ALL FURNISH AND INSTALL WHITE OR YELLOW PLASTIC TRAFFIC BUTTONS WHERE SHOWN ON THE PLANS, OR WHERE DIRECTED BY THE ENGINEER. ._ 8-08.2 MATERIALS (SUPPLEMENTAL SECTION) THE PLASTIC TRAFFIC BUTTONS SHALL CONFORM TO APPLICABLE PROVISIONS OF SECTIONS 8-08 and 9-20. 8-08.3 CONSTRUCTION REQUIREMENTS (SUPPLEMENTAL SECTION) THE PLASTIC TRAFFIC BUTTONS SHALL BE ATTACHED TO THE PAVEMENT BY ONE OF THE FOLLOWING: 1. Placing Tack Coat of Hot Paving Asphalt on Pavement Surface and firmly pressing the button onto it. Supplemental Specifications (Rev 02/09/87) Page 41 8-20.3(4) CONTINUED INSTALLED THEREON. ALL EXCESS MATERIALS ARE TO BE REMOVED FROM THE FOUNDATION CONSTRUCTION SITE AND DISPOSED OF AT THE CONTRACTOR'S EXPENSE. CONCRETE SHALL BE PLACED AGAINST UNDISTURBED EARTH IF POSSIBLE. BEFORE PLACING THE CONCRETE THE CONTRACTOR SHALL BLOCK-OIJT AROUND ANY OTHER UNDERGROUND UTILITIES THAT LIE IN THE EXCAVATED BASE SO THAT THE CONCRETE WILL NOT ADHERE TO THE UTILITY LINE. CONCRETE FOUNDATIONS 94ALL BE TROWELED, 8-20.3(4) CONTINED BRUSHED, EDGED AND FINISHED IN A WORKMANSHIP-LIKE MANNER. CONCRETE SHALL BE PROMPTLY CLEANED FROM THE EXPOSED PORTION OF THE ANCHOR BOLTS AND CODUIT AFTER PLACEMENT. FOUDATION SHALL ALL BE CLASS we" CONCRETE. AFTER A CURING PERIOD OF TWO WEEKS, THE CONTRACTOR MAY INSTALL THE APPLICABLE DEVICE THEREON. TABLE 1 TYPE OF DEVICE DIMENSIONS Street Light Pole 41 Deep x 3' Sq. or Die. Signal Pole 7' Deep x 3' Sq. or Dia. Signal Controller See Detail Sheet Street Light Control Cabinet See Detail Sheet F' Special Base See Detail Sheet v, ALL CONCRETE FOUNDATIONLS SHALL BE CONSTRUCTED IN THE MANNER SPECIFIED BELOW: N.. 1) WHERE SIDEWALK OR RAISED ISLANDS ARE TO BE CONSTRUCTED AS A PART OF THIS PROJECT, THE TOP i" OF THE FOUNDATION SHALL BE MADE FLUSH WITH THE TOP OF THE SIDEWALK OR ISLAND. (SEE DETAIL SHEET) 2) WHERE NO SIDEWALKS ARE TO BE INSTALLED, THE GRADE FOR THE TOP OF THE FOUNDATION SHALL BE AS lu SPECIFIED BY THE ENGINEER. (SEE DETAIL SHEET) ALL CONCRETE FOUNDATIONS SHALL BE LOCATED AS PER STATIONING ON THE PLANS OR AS LOCATED BY THE ENGINEER IN THE FIELD. 8-20.3(5) CONDUIT (REPLACEMENT SECTION) THE CONTRACTOR SHALL PROVIDE AND INSTALL ALL CODUIT AND NECESSARY FITTINGS AT THE LOCATIONS NOTED ON THE PLANS. CODUIT SIZE SHALL BE AS INDICATED ON THE WIRING AND CONDUIT SCHEDULE SHOWN ON °LAWS. CONDUIT TO BE PROVIDED AND INSTALLED SHALL BE OF THE TYPE INDICATED BELOW: 4 1) SCHEDULE 40 HEAVY WALL P.V.C. CONFORMING TO ASTM STANDARDS SHALL BE USED "NEVER THE CODUIT IS TO BE PLACED OTHER THAN WITHIN THE ROADWAY AREA. 2) SCHEDULE 80 EXTRA HEAVY WALL P.V.C. CONFORMING TO ASTM STANDARDS SHALL BE USED WHEN THE CODUIT IS TO OE PLACED WITHIN THE ROADWAY AREA. ALL JOINTS SMALL BE MADE WITH STRICT COPLIANCE TO THE MANUFACTURER'S RECOMENDATIONS REGARDING CEMENT USED AND ENVIRONENTAL CONDITIONS. 8-20.3(6) JL14CTION BOSS (REPLACEMENT SECTION) r THE 'm4TRACTOR SHALL PROVIDE AND INSTALL JUNCTION BOXES OF THE TYPE AND SIZE AT THE LOCATIONS SPECI,IED IN THE PLANS AND AS PFn DETAIL BEETS. ON Supplemental Specifications (Rev 02/09/87) Page 44 w 8-14.3(4) CONTINUED H• APPROVED BY THE ENGINEER. DURING THE CURING PERIOD, ALL TRAFFIC, BOTH PEDESTRIAN AND VEHICULAR, SHALL BE EXCLUDED. VEHICUAR TRAFFIC SHALL BE EXCLUDED FOR SUCH ADOITIM44L TIME AS THE ENGINEER MAY DIRECT. ' B-15 RIPRAP 1 8-15.4 MEASUREMENT (PARTIAL REPLACEMENT SECTION) REPLACE PARAGRAPH 2 WITH: N- HAND PLACED RIP RAP WILL BE MEASURED BY T,E TON OF RIP RAP ACTUALLY PLACED AND ACCEPTED. REPLACC - AKYRAPH 3 WITH: r ID FILTER BLANKET WILL BE MEASURED BY THE TON FOR MATERIAL ACTUALLY PLACED A ACCEPTED. L- 8-15.5 PAYMENT (PARTIAL REPLACEMENT SECTION) f' PARAGRAPH 1 REPLACE I GEMS 3 AND 7 WITH: L 3. "Hard Placed Rip Rap", per Tan 7. "Filter Blanket" Per Ton { REPLACE PARAGRAPH 3 WITH: Ir THE UNIT CONTRACT PRICE PER TON FOR "FILTER BLANKET" SHALL BE FULL COMPEMSATION FOR ALL COSTS IN CONNECTION WITH FURNISHING AND PLACING A FILTER BLANKET. 8-20 ILLUMINATION, TRAFFIC SIGNAL SYSTEMS AND ELECTRICAL ! 8-20.3(2) EXCAVATING AND BACKFILLINC (REPLACEMENT SECTION) THE CONTRACTOR SHALL SiPPLY TRENCH WITHIN THE UNIT WIDTHS AND TO THE SPECIFIED DEPTHS AT THE LOCATIONS INDICATED ON THE CONTRACT PLANS OR AS DIRECTED BY THE ENGINEER. ALL TRENCHES SHALL BE BACKFILLED IN ACCORDANCE WITH THE APPLICABLE PORTIONS OF THE STAMAPD SPECIFICATIONS. TRENCHING FOR CONDUIT RUNS SHALL BE DONE IN A MEAT WM40 WITH " 'RENCH BOTTOM GRADED TO PROVIDE A UNIFORM GRADE. NO WOW SHALL BE COVERED UNTIL IT HAS BEEN EXAMINED BY THE ENGINEER. BACKFILL MATERIAL USED FOR FILL AROUND AND OVER THIS CODUIT SYSTEM SHALL BE FREE OF ROCKS GREATER THAN TWO INCHES IN DIAMETER TO A DEPTH OF SIX INCHES ABOVE THE CODUIT. TRENCH WITHIN THE ROADWAY AREA SHALL USE SELECT TRENCH BAL-.. ILL AND SHALL CONSIST OF MATERIAL AS INDICATED IN THE SPECIAL PROVISIONS AND SCHEDULE OF PRICES. HE SOURCE AND QUALITY OF THE MATERIAL 94ALL BE SUBJECT TO APPROVAL BY THE ENGINEER. TRENCH BACKFILL WITHIN THE SIDEWALK AREA CAN BE MADE WITH ACCEPTABLE MATERIALS FRCM THE EXCAVATION AND SHALL BE CONSIDERED A NECESSARY PART OF AND INCIDENTAL f0 THE EXCAVATION IN ACCORDANCE WITH THE STANDARD SPECIFICATIONS. THE CITY RESERVES THE RIGHT TO MAKE ADDITIONS OR DELETIONS TO THE TRENCH WHICH PROVE NECESSARY FOR THE COMPLETION OF THIS PROJECT. THE MINIMUM WIDTH FOR THE TRENCH NEEDED WILL BE AT THE OPTION OF THE CONTRACTOR. TRENCH WIDTH WILL, HOWEVER, BE OF SUFFICIENT SITE SO THAT ALL OF THE NECESSARY CONDUIT CAN BE INSTALLED WITHIN THE DEPTHS SPECIFIED WHILE MAINTAINING THE MINIMUM COVER. 8-20.3(4) FOUNDATIONS - CONCRETE (REPLACEMENT SECTION) THE CONTRACTOR SMALL PROVIDE ALL MATERIAL FOR AND CONSTRUCT THE FOUNDATIONS FOR AND TO THE N.., DIMENSIONS SPECIFIED IN TABLE 1 BELOW. THE ANCHOR BOLTS SHALL MATCH THAT OF THE DEVICE TO BE —' Supplemental Specifications (Rev 02/39/87) Page 43 8-2O.3(13)A LIGHT STANDARDS (REPLACEMENT SECTION) M THE HAD HOLE SHALL BE LOCATED AT 90 DEGREES TO THE DAVIT ARM ON THE SIDE AWAY FROM TRAFFIC. A GROUNDING LUG OR NUT SHALL BE PROVIDED IN THE HAND HOLE FRAME OR INSIDE THE HAND MOLE FRAME OR INSIDE THE POLE SHAFT TO ATTACH A GROUND BONDING STRAP. t ' ALL POLES AND DAVIT ARMS 94ALL BE DESIGNED TO SUPPORT A LUAINAIRE WEIGHT OF 50 LSS. OR MORE AND TO • WITKSTA'40 PRESSURES CAUSED BY WIND LOADS OF 85 M.P.H. WITH GUST FACTOR OF 1.3. ALL POLES SHALL MAINTAIN A MINIMUM SAFETY FACTOR OF 4.38 P.S.I. ON YIELD STRENGTH OF WEIGHT LOAD AND 2.33 P.S.I. FOR BASIC WIND PRESSURE. DAVIT ARMS 11f DAVIT STYLE ARM SMALL INCORPORATE A S'9" RADIUS BEND AS MEASW-D FROM THE CENTERLINE OF THE SHAFT. THE OUTER PORTION OF THE ARM SHILL BE NEARLY HORIZONTAL TO +2' ABOVE HORIZONTAL AND SHALL BE FURNISHED WITH A 2" UTAMETER SLIPFITTER WITH A MAXIMM LENGTH OF 3 INCHES TO FIT THE LUMIMAIRE SPECIFIED. THL POLE END OF THE DAVIT ARM TUBE SHALL BE FASTENED SECURELY TO THE TOP (► OF THE SHAFT PRODUCING A FLUSH JOINT WITH AN EVEN PROFILE. ANCHOR BASE C' A ONE PIECE ANCHOR BASE OF ADEQUATE STRENGTH, SHAPE AND SIZE SHALL BE SECURED TO THE LOWER END OF THE SHAFT SO THAT THE BASE SHALL BE CAPABLE OF RESISTING AT ITS YIELD POINT THE BENDING MOMENT OF THE SHAFT AT ITS YIELD POINT. THE BASE SHALL BE PROVIDED WITH FOUR SLOTTED OR ROUND HOLES TO RECEIVE THE ANCHOR BOLTS. NUT LOVERS SHALL BE PROVIDED WITH EACH POLE. TIN ANCHOR BOLTS FOUR HIGH STRENGTH STEEL ANCHOR BOLTS, EACH FITTED WITH TWO HEXNUTS AND TWO WASHERS, SHALL BE FURNISHED WITH THE POLE. EACH ANCHOR BOLT SMALL HAVE A 4" "L" BEND AT THE BOTTOM EMT AND BE THREADED AT THE TOP END. THREADED ENDS, ALL NUTS AND WASHERS SHALL BE HOT DIP GALVANIZED. THE ANCHOR BOLTS SHALL BE CAPABLE OF RESISTING AT ITS YIELD POINT THE BENDING MOMENT OF THE SHAFT AT ITS YIELD POINT. MISCELLANEOUS HARDWARE ALL HARDWARE (BOLTS, NUTS, SCREWS, WASHERS, ETC.) NEEDED TO COMPLETE THE INSTALLATION SHALL BE STAINLESS STEEL. I.D. (IDENTIFICATION FOR POLES) THE CONTRACTOR SHALL SUPPLY AND INSTALL A COMBINATION OF 4-DIGITS AND ONE LETTER ON EACH POLE, WHETHER INDIVIDUAL LUAINAIRE OR SIGNAL POLE WITH LLMINAIR. THE LETTER AND NUMBERS COMBINATION SHALL BE MOUNTED AT THE 15 FOOT LEVEL ON THE POLE FACING APPROACHING TRAFFIC. LEGENDS SHALL BE SEALED WITH TRANSPARENT FILM, RESISTANT TO DUST, WEATHER AND ULTRAVIOLET EXPOSURE. THE DECAL MARKERS SHALL BE 3 INCH SQUARE WITH GOTHIC GOLD, WHITE REFLECTORIZED 2 INCH LEGEND ON A BLACK BACKGROUND. THE I.D. NUMBER WILL BE ASSIGNED TO EACH POLE AT THE END OF THE CONTRACT OP. PROJECT BY THE CITY TRAFFIC ENGINEERING OFFICE. COST FOR THE DECALS SHALL BE CONSIDERED INCIDENTAL TO THE CONTRACT BID. LIGHT STANDARDS SHALL BE SPUN ALUMINUM DAVIT STYLE AND SHALL MEET THE POLE DETAIL REQUIREMENTS INDICATED BELOW AND THE DETAIL SHEETS AT THE END OF THESE SPECIFICATIONS. THE POLE SHAFT SHALL BE PROVIDED WITH A 4" ■ 6" FLUSH HAND HOLE NEAR THE BASE AND A MATCHING METAL COVER SECURED WITH STA- vLESS STEEL SCREWS OR BOLTS. ALL TENONS SHALL BE FACTORY INSTALLED AND ALL WELDING SHALL BE COMPLETED PRIOR TO GALVANIZING. r ALL SIGNAL POLF FOUNDATIONS SHALL BE CONSTRUCTED TO PROVIDE THL POLE ORIENTATION NOTED IN THE PLANS. w Supplemental Specifications (Rev 02/09/87) Page 46 8-20.3(6) CONTTNUED N• THE INSCRIPTION ON THE COVERS OF ALL JUNCTION BOXES SHALL BE AS INDICATED BROW: i 1) STREET LIGHTING ONLY: "LIGHTING" 2) SIGNAL ONLY: "SIGNALS" 3) TRAFFIC SIGNAL AND STREET LIGHTING: "TS-LT" 4) TELEMETRY ONLY: "TELEMETRY" INSCRIPTIONS ON JUNNCTION BOXES PERFORMING THE SAME FUNCTION, I.E. STREET LIGHTING, TRAFFIC SIGNAL, OR BOTH, SHALL BE CONSISTENT THROUGHOUT THE PROJECT. ALL JUNCTION BOXES SHALL BE INSTALLED IN COFGMIW;E WITH PROVISIONS CONTAINED IN THE STANDARD PLANS AND DETAIL SHEETS. THE UNIT CONTRACT PRICE PER EACH FOR "DESIGN B" OR "DESIGN C" JUNCTION BOX SHALL BE FULL COMPENSATION FOR FURNISHING SAME AID FOR ALL COSTS OF LABOR, MATERIAL, TOOLS, AND EQUIPMENT NECESSARY TO PROVIDE AND INSTALL THE JUNCTION BOXES INCLUDING EXCAVATION, BACKFILLING AND COMPACTION ALL IN ACCORDANCE WITH PLANS, SPECIFICATIONS AND DETAIL SHEETS. 8-20.3(9) GROUNDING (REPLACEMENT SECTION) ALL STREET LIGHT STANDARDS, SIGNAL POLES, SIGNAL CONTROLLER CABINETS AD SIGNAL/LIGHTING SERVICE w_ CABINETS SHALL BE GROUNDED TO A COPPER CLAD SOLID METALLIC GROUND ROD 5/8" IN DIAMETER a 8'0" IN LENGTH COMPLETE WITH A d6 BARE COPPER BONDING STRAP LOCATED IN THE NEA°EST JUNCTION BOX. GRAND RODS ARE CONSIDERED MISCELLAEOUS ITEMS AND THE COST IS TO BE INCLUDED WITH THE SYSTEM OR CONDUCTORS. 8-20.300) SERVICE (REPLACEMENT SECTION) _. THEE TYPES OF POWER SERVICE ARE USED AS INDICATED BELOW: 1) TYPE I SYS'ZM SHILL BE SINGLE PHASE 120 VOLT, 2 WIRE, 60 CYCLE A.C. (TRAFFIC SIGNAL SERVICE ONLY) 2) TYPE II, SYSTEM SHALL BE SINGLE PHASE 240 VOLT, 2 WIRE, 60 CYCLE A.C. (STREET LIGHTING NON CONTACTOR, INDIVIDUAL CONTROLLED PHOTO-CELL WITH NO NEUTRAL WIRE) 3) TYPE III SYSTERN SHALL BE SINGLE PHASE 120/240 VOLT, 3 WIRE 60 CYCLE A.C. (STREET LIGHTING CONTACTOR/TRAFFI- SIGNAL, GROUNDED NEUTRAL SERVICE) THE POWER SERVICE POINT SMALL BE AS NOTED ON THE PLANS AND SHALL BE VERIFIED BY THE ELECTRICAL SERVICING UTILITY. 8-20.3(13) ILLUMINATION SYSTEMS (SUPPLEMENTAL SECTION) UNDERGROLM CONDUCTORS FOR THE STREET LIGHTING CIRCUIT SHALL BE STRANDED COPPER, THW GRADE WITH 600 VOLT INSULATION OF THE SIZE NOTED ON THE PLANES AND WIRING SCHEDULE. SPLICING OF THE STREET LIGHTING CIRCUIT WILL BE MADE ONLY IN JUNCTION BOXES AND THE SPLICE KIT SHALL CONSIST OF A PRESSURE TYPE DEVICE WHERE THE CONNECTT' 4 OF THE WIRE TC THE KIT IS ACHIEVED BY CRIMPING OR BY A COPRESSION BOLT. NO TWIST ON TYPE CONNECTORS SMALL BE ALLOWED. AFTER THE KIT HAS BEN INSTALLED, ALL EXPOSED SURFACES OF WIPE AND KIT SHALL BE PLACED IN A CLEAR PLASTIC FORM AND FILLED WITH EPDXY TO FORM A WATER-T1',YNT VAN. MATERIAL USED FOR THE SPLICE KIT SHALL BE COMPATIBLE WITH THE WIRE MATERIAL. TWO W:LX DISCONNECT KITS, S.E.C. OR EQUAL, SHALL 9E FURNTSMED AM) INSTALLED, WITH FUSES, BY THE CONTRACTOR FOR r4CH LIGHT STANDARD INSTALLED. ALL MATERIALS SHALL BE COMPATIBLE WITH THE COPPER CONDUCTORS AND ITS INSULATION. THE CONTRACTOR SHALL SUBMIT SAMPLES OF THE CONNECTORS PROPOSED FOR USE TO THE ENGINEER FOR APPROVAL Supplemental Speclflcatlone (Rev 02/09/87) POQe 45 8-20.4 CON'.PH.IE.� a MEASUREMENT FOR LIGHT STANDARDS, MILL BE JY THE UDC-T PER EACH, C04PLETE IN RACE. 8-20.5 F,. _NT (REPLACEMENT SECTION) PAYMENT WILL BE MADE UMDER: 1) "TRENCH AND 8AWILL, WIDE, DEEP", per Linear root. 2) "SELECTL"TRENCH BACKFIL , Per Ton. THE LIMIT CONTRACT PRICE FOR TRENCH IUD SACKFILL PER LINEAR FOOT SHALL BE FILL COMPENSATION FOR O(CAVATINC, LOADING, WILING AND OTHERWISE DISPOSING OF THE WASTE MATERIALS, FOR 6ACKFILLING AND TAMPING BACKFILL MATERIAL AND FOR THE RESTORATION OF THE TRENCH AS SHOWN ON THE PLANS OR AS DIRECTED LY THE ENGINEER ALL IN ACCORDANCE WITH THESE SPECIAL PROVISIONS AND THE STANDARD PLANS AND SPECIFICATIONS. 3) " FOUNDATION" PER EACH 4) "CONDUIT, P.Y.C., SCHEDULE 40, " Per Lin. Ft. '- 5) "CONDUIT - P.Y.C., SCHEDULE 80, " Per Lin. Ft. 6) "DESIGN _ JUNCTION BOX", PER EACH. 7) "STREET LIGHT ST.'UKOARD ", PER EACH. » 8) -SIGNAL STANDARD, TYPE " PER EACH 9) "DETECTION LOOP RETURN CABLE, 2/C" SHO." PER LINEAL FOC. 10) "SHIELDED PRE- EMPTION CABLE, 3/C SHD" PER LIN. FT. 11) "SHIELDED INTERCDNNECT CABLE,_PR" PER LIN. FT. ~ 12) "TRAFFIC SIGNAL WIRE" PER LUMP SLIM. 13) "INDUCTOR LOOP VEHICLE DETECTOR SAW CUTTING." PER LINEAL OKTT. THE UNIT CONTRACT PRICE PER EACH ON SIGNAL STANDARDS AND PER LIN. FT./LUMP ` SUM ON TRAFFIC SIGNAL SYSTEM WIRE WILL BE FULL COMPENSATION FOR FURNISHING AND INSTALLING THE STANDARDS AND WIRE AND FOR ALL OTHER MATERIALS, TOOLS, EQUIPMENT NECESSARY AND/OR INCIDENTAL TO THE INSTALLATION AS PER THE CONTRACT - PLANS AND THESE SPECIFICATIONS. 8-22 PAVEMENT M MINGS 8-22.1 DESCRIPTION (PARTIAL REPLACEMENT SECTION) SKIP CENTER STRIPE - DELETE AND REPLACE WITH: A BROKEN YELLOW LINE 4 INCHES WIDE. T4E BROKEN OR "SKIP" PATTERN SMALL BE BASED ON A ?5-FOOT UNIT CONSISTING OF A 10-FOOT LINE AD 15 FOOT OAP, SKIP CENTER STRIPE I5 USED AS CENTF.' f_INE DELINEATION ON A TWO LANE TWO MAY ROADWAY., DOUBLE YELLOW CENTER STRIPE - DELETE AND REPLACE WITH: TWO SOLID YELLOW LINES, EACH 4 INCHES WIDE, SEPARATED BY A 4 INCH SPACE. DOAA.E YCi.L'"" CENTER STRIPE IS USED AS CENTER LINE DELINEATION ON MULTI-LANE, TWO-WAY ROADWAY AND FOR CHWNNV IZATION. EDGE STRIPE - DELETE GORE STRIPE - DELETE AM REPLAI.E WITH: APPROACH STRIPE - A SOLID WHITE LINE, 8 INCHES WIDE, USED TO DELINEATE TURN LANES FROM THROUGH LANES, FOR TRAFFIC ISl-ANDS AND CROSS HASH MARKS LANE STRIPE - DELETE AND REPLACE WITH: A BROKEN WHITE LINE, 4 INCHES WIDE, USED TO DELINEATE AOJACEN1" LAWS TRAVELING IN THE WE " DIRECTION. THE BROKEN OR "SKIP" PATTERN SHF BE BASED ON ^ -` r"OT UNIT CONSISTING OF A 10 FOOT LINE AIC 15 FOOT GAP. r Supplemental Specificatic (Rev 02/C2/87) Page 48 * 8-20.3(13)A CONTINUED i THE POLE SHALL BE AC4USTED FOR PLUMB AFTER ALL NEEDED SIGNAL EWIPIENT HAS BEEN INSTALLED THEREON. a AFTER THE POLE IS PLUMBED THE SPACE BETWEEN THE CONCRETE FOUDATION AND THE BOTTOM OF THE POLE BASE PLATE SHALL BE FILLED WITH A DRY PACK MOR1 A GROUT AND TROWLED TO A SM00711 FINISH CONFORMING TO THE CONTOUR OF THE POLE BASE PLATE. CRY PACK MORTAR GROUT SHALL CONSIST OF A 1:3 MIXTURE OF PORTLAND CEMENT AND FINE SAND WITH JUST ENOUGH WATER SO THAT THE MIXTURE WILL STILL. ROGETHER ON BEING MOLDED INTO A BALL BY .WO, A0 WILL i . NOT EXUDE MOISTURE MEN SO PRESSED. A ONE HALF INCH GRAIN HOLE SHALL BE LEFT IN THE BOTTOM OF THE GROUT PAD AS SHOWN ON THE STANDARD DETAIL. 8-20.3(14) SIGNAL SYSTEMS (iFPLEENTAL SECTION) ALL SIGNAL CONDUCTORS SHALL BE STHADED COPPER AND 944LL WAVE 600 VOLT TH INSULATION AND BE O1F THE S._:i NOTED ON THE PLANS. ALL MULTI-CODUCTORS USED FOR THE SIGNAL SYSTEM SHALL CONFORM TO DIVISION 9-29.3 AND SHALL BE OF THE SIZES NOTED ON THE SIGNAL WIRING SCHEDULE AND WIRING DIAGRAM. ALL S-17W ED WIRES TERMINATED AT A TERMINAL BLOCK SMALL HAVE AN OPEN END, CRIMP STYLE SODERLESS C TERMINAL CONNECTOR, AND ALL SOLID WINES TERMINATED AT A TERMINAL BLOCK 94ALL HAVE AN OPEN ETD SOLDERED TERMINAL CONNECTOR. ALL TERMINALS SMALL BE INSTALLED WITH A TOO. DESIGNED FOR THE INSTALLATION OF THE CORRECT TYPE OF CONNECTOR AND CRIMPING WITH PLIERS, WIRE CUTTERS, ETC., WILL NOT BE ALLOWED. ALL WIRING INSIDE THE CONTROL-'ER CABINET SHALL BE TRIMED AND CABLED TOGETHER TO MAKE A NEAT, CLEAN APPEA, NG INSTALLATION. NO SPLICING OF ANY TRAFFIC SIGNAL CONDUCTOR SHALL BE PERMITTED UNLESS OTHERWI�Z INDICATED ON THE PLANS. A' CONDUCTOR RUNS SHALL BE ATTACHED TO APPROPRIATE SIGNAL TERMINAL WARDS WITH PRESSURE TYPE BINDING POST^, THE ONLY EXCEPTIONS SHALL BE THE SPICES FOR DETECTOR LOOPS AT THE NEAREST JUNCTION BOX TO THE OOPS. 8-20.3(14)0 TEST FOR INDUCTION LOOPS AND LEAD-IN CABLES (ADDITIONAL SECTION) H THE CONTRACTOR SHALL KEEP RECORDS OF FIELD TESTING AND >ALL FURNISH THE ENGINEER WITH A COPY OF ►� THE RESULTS. 8-20.3(14,E SIGNAL STANDARDS (REPLACEMENT SECTION) THE CONTRACTOR SHALL FURNISH AND INSTALL TRAFFIC SIGNAL STANDARDS IN ACCUROANCE WITH THL METHODS AND MATERIALS NOTED IN THE CONTRACT PLANS AND THESE SPECIFICATIONS. ALL POLE DIMENSIONS AND ORIENTATIONS WILL BE VERIFIED BY THE ENGINEER PRIOR TO FABRICATION. ALL ENTRANCES REQUIRED FOR POLBO NTED SIGNAL HEADS, CABINETS, SIGNS, PEDESTRIAN PUSH BUTTON ASSEMEL TES, ETC. SHALL BE FIELD DRILLED. 6-20.4 MEASUREMENT (REPLACEMENT SECTION) MEASUREMENT FOR TRENCH AND BAC171t WILL BE BY THE LINEAR FOOT. MEASUREMENT FOR SELECT TRENCH B. ;FILL WILL BE BY THE TON. MEASUREMENT FOR SIGNAL. STANDARDS Pk SIGNNAL COOUCTORRS WILL BE BY PER EACH AND PER LINEAR FTNLUMP SLIM. MEASUREMENT FOR FOUNDATIONS - CONCRETE, WILL BE BY THE UNIT FOR EACH TYPE SPECIFIED, COMPLETE IN PLACE. MEASUREMENT FOR CONDUIT WILL BE BY THE LINEAR FOOT, MEASUREMENT FOR JUNCTION BOXES, WILL BE BY THE UNIT FOR EACH TYPE SPECIFIED, COMPLETE IN RACE. x. Supplemental Specifications (Rev 02/09/87) Page 47 �k 8-22.5 PAYMENT (REPU".EMENT SECTION) ' PAYMENT 91ALL BE WADE UNDER: r 1. "PAINTED 8" W10E SOLID STRIPE" PFR LINEAR FOOT (max 2. "PAINTED 6" WIDE SOLID STRIPE" PER LINEAR FOOT 3. "PAINTED _" WIDE BARRIER STRIPE" PER LINEAR FOOT 4. "PAINTED 12" WIDE CROSSWALK" PER LINEAR FOOT "PAINTED _" WIDE STOP BAR" PER LINEAR FOOT 6. "PAINTED TRAFFIC ARROW" PER EACH 7. "PAINTED TRAFFIC LEGEND _", PER EACH 8. "PLASTIC 12% WIDE CROSSWALK" PER LINEAR FOOT WWW 9. "PLASTIC _" WIDE STOP BAR" PER LINEAR FOOT r '' 10. "PLASTIC TRAFFIC ARROW" PER EACH 11. "PLASTIC TRAF. LEGEND " PER EACH 12. "REMOVAL OF PAINT LINE _" WIDE" PER :.IN. FT. 13. "REMOVAL OF PLASTIC ..INE _" WIDE" PER LIN. FT. 1w. i L. (4. i► f x x. Supplemental Specifications ". (Rev 02/D9/87) Page 50 a !n B-n.l CONTINLED NO PASS STRIPE - DELETF i REVERSIBLE LANE STRIPE - DELETE { TWO WAY LEFT TURN STRIPE - DELETE AND REPLACE WITH: A SOLID YELLOW LINE, 4 INCHES WIDE, WITH A BROKEN YELLOW LINE, 4 INCH.5 vIUE, SEPARATED BY A u ,. INCH SPACE. THE BROKEN OR "SKIP" PATTERN WILL BE BASED ON A 25 FOOT 0+'f CONSISTING OF A 10 FOOT LINE AND A 15 FOOT SPACE (SEE DETAIL SHEET;. BARRIER STRIPE - DELETE AND REPLACE WITH: A SOLID YELLOW LINE, 18 TO 24 INCHES WIDE. CROSSWALK STRIPE - DELETE AND REPLACE WITH: M-.. A SOLID WHITE LINE, 12 INDIES WIDE, INSTALLED PARALLEL TO ANOTHER CROSSWALK sTRIPE WITH AN 8 FOOT SPACE IN BETWEEN THE LINES. STOP BAR - DELETE AND REPLACE WITH: A SOLID WHITE LINE, IN WIDTHS OF 12, 18 AND 24 INt:NCS. THE WIDTH SHALL BE INDICATED ON THE CONTRACT PLANS. TRAFFIC ARROW - DELETE AND REPLACE WITH: A S :U WHITE MARKING CONFORMING TO CONTRACT PLANS AND DETAIL SHEETS. TRAFFIC LETTERS - REPLACE WITH TRAFFIC LEGEND - DELETE AND REPLACE WITH: A WHITE WWKING USING ALPHABETICAL LETTERS - SEE CONTRACT PLANS AND DETAIL SHEET. L CYCLE DETECTOR SYMBOL - DELETE � 8-22.3(5) TOLERANCES FOR LINE STRIPES (REPLACEMENT SECTION) ALLOWABLE TOLERANCES FOR STRIPES ARE c FOLLOWS: LENGTH OF STRIPE - THE LONGITUDI "':CUMULATIVE ERROR WITHIN A 25 FOOT LENGTH OF SKIP STRIPE SHALL NOT EXCEED PLUS OR MINUS O. N-H. WIDTH OF STRIPE - THE WIDTH OF STRIPE SHALL NOT VARY MORE THAN PLUS OR MINIS 1/4 INCH. 8-22.3(6) PAINT/PLASTIC STRIPE LINES REMOVAL ('" SECTION) WERE SHOWN ON THE PLANS GT DIRECTED BY THE ENG_.MEER, THE CONTRACTOR SHALL REMOVE ALL OLD CONFLICTING STRIPES OR LINES. 8-22.4 NEASURE4ENT (REPLACEMENT SECTION) MEASUREMENT SHALL BE BY THE LINEAR FOOT FOR 4 INCH WIDE SOLID STRIPE, WIP, .40 DEDUCTION MADE FOR THE SKIP BETWEEN THE STRIPES MEASURED. 6 INCH WIDE SOLID STRIPE, 12 INCH WIDE CROSSWALK, BARRIER STRIPE, STOP BAR, TRAFFIC ARROWS AND TRAFFIC LEGEND "ONLY" PER EACH. MEASURFMENT FOR ALL ITEMS SHALL BE COMPLETE IN PL4CE. MEASUREMENT FOR PAINT/PLASTIC STRIPE LINE REMOVED, WILL BE BY THE LINEAR FOOT OF WIDE LINE Swplanental Specifications (Rev 02/09/87) Page 49 9-03.12(.) CONTINUED ADD: W-EN APFriNED IN WRITING BY THE ENGINtER, OTHER CRUSHED, PROCESSED OR NATURALLI OCCURRING ..� GRANULAR MATERIAL MEETING THE REQUIREM£NTS LISTED ABOVE CAN BE USED AS GRAVEL BACKFILL FOR PIPE BEDDING. r 9-03.14 GRAVEL BORROW (REPLACFU.ENT SECTION) H„ GRAVEL BORROW SHA1.L CONSIST OF CLASS A OR CLASS B GRAVEL BASE CONFORMING TO THE REQUIREMENTS OUTLINED IN 9-03.10 AGGREGATE FOM 'RAVEL BASE k.e 9-05 DRAINAGE STRUCTURES, CULVERTS AND CONDUITS " 9-05.1 DRAIN PIPE (PARTIAL REPLACEMENT SECTION) , v DELETE: ALL REFERENCE TO AN ALUMINUM COATED (ALUMINIZED) CORRUGATED IRON OR STEEL DRAIN PIPE FRCM THIS SECTION. 9-05.3(1)A END DESIGN (PARTIAL REPLACEMENT SECTION) DELETE SENTENCE 2 PARAGRAPH 1 9-05.10 STEEL STORM SEWER PIPE (PARTIAL REPLACEMENT SECTION) REPLACE: "TREATMENT 5" WITH "TREATMENT 1" r L 9-05.11 ALIAMINUM STORM SEWER PIPE (PARTIAL. REPLACEMENT SECTION) DELETE: "except that protective coating shall he Treatment 5". 9-05.12 PVC SEWER PIP_ (PARTIAL REPLACEMENT SECTION) DELETE: PARAGRAPH 1 ADO: THE MAXIMUM LENGTH OF PVC PIPE SECTIONS USED SHALL PE 12 FEET. M► 9-05.13 DUCTILE !RON SEWER PIPE (PARTIAL RFPLACEMENT SECTION) DELETE PAPAGRAPH 1 9-29 ILLUMINATION, SIGNA'.S, ELECTRI.^AL 9-29.1 CONDUIT (REPLACEMENT SECTIDN) THE CONDUIT P.V.C. - NDN-METALLIC SHALL CONFORM TO ARTICLE 347 OF THE CODE AND ASTM STANDARDS. THE CONDUIT SHALL BE OF THE TWO TYPES INDICATED BELOW: r 11) SCHEDULE 80 EXTRA HEAVY WALL P.V.C. CONFORMING TO ASTM S1'4NLTA9--. (2) SCHEDULE 40 HEAVY WALL P.V.C. CONFORMING TO ASTM STANDARDS. W SuK.. ,.-ntal Specifications (Rev 02/09/87) Page 52 w <x' �S� Dmsla 9 MATERIALS 9-03 AGGRRELATES 9-03.10 AGGREGATE FOR GRAVEL BASE (PARTIAL REPLACEMENT SECTION) ADD TO PARAGRAPH 2 SENTENCE : ..EXCEPT THAT IN NO CASE SHALL THE MAXIMUM SIZE EXCEED EIGHT (8) INCHES. REPLACE PARAGRAPH 3 WITH: GRAVEL BASE SHALL WET TFE FOLLOWING REQUIREMENTS FOR GRADING AND QUALITY MEN PLACED IN ROLLING VEHICLES FCiR DELIVERY TO THE ROADWAY, TRENCH OR DURING MANUFACTURE AND PLACEMENT INTO A TEMPORARY STOWILE. THE EXACT POINT OF ACCEPTANCE WILL BE OETEP4ItED BY THE ENGINEER. GRAVEL BASE GRRAVEL. BASE MSS A CLASS B % PASSING 1/4" SIEVE 25% MIN. 25% MIN. i-- 75% MAX. 751 MAX. E % PASSING U.S. NO. 200 5% MAX. 109 MAX. SIEVE (WET SIEVING) _ (DUST RATIO): % PASSING #200 2/3 MAX. 2/3 MAX(. % PASSING. /40 SAND EQUIVALENT 50 MIN. 30 MIN. 9-03.12(1)A CLASS A (REPLP EVENT SECTION) GRAVEL BACKFILL FOR FOUNDATION, MSS A, SHALL CONSIST OF CRUSHED MATERIAL AND ,BALL CUMORM TO T¢ REQUIREMENTS G' SECTION 9-03.9 FOR BALLAST. 9-03.12(1)B CLASS B (REPLACEMENT SECTION) GRAVEL BACKFILL FOR F011DATIONS, CLASS 8, IS NOT AN ACCEPTABLE SUBSTITUTION FOR GRAVEL BACKFILL FOR FOUNDATIONS, CLASS A, L1l.ESS APPROVED IN WRITING BY THE ENGINEER. IF APPROVED THE GRAVEL BACKFILL FOR FQIMDATION, CLASS B, SHALL CONFORM TO THE REQUIREMENTS Or 9-03.1(3)C GRADING 34 OR 943.10 AGGREGATE FOR GRAVEL BASE, MSS A. 9-03.12(3) GRAVEL BACKFILL FOR PIPE BEDDING (PARTIAL RV LACEMENT SECTION) REPLACE SENTENCE 1, PARAGRAPH 1 WITH: GRAVEL KFILL FOR PIPE REDOING SHALL CONSIST OF NATURALLY OCCURRING PEA GRAVEL CONFORMING TO THE; FO_LOWING: PASSING 3/4" SQUARE SIEVE 100% PASSING 3/8" SQUARE SIEV 70-100 PASSING t4 SEIVE 55-100 PASSING A10 SEIVE 35-95 PASSING I20 SEIVE 20-80 PASSING A40 SEIVE 10-55 PASSING #100 SE - 0-10 PASSING 0200 SEIVE 0-3 SAND EQUIVALENT 35 MINIMUM Supplemente` Specifications (Rev 02/09/87) Page 51 9-29.3 CONTINUED INSTALLATION GP ALL WIRING SHALL CONFORM TO APP_ICABLE PROVISIONS CONTAIVED IN THE STANDARD SPECIFICATIONS EXCEPT AS SPECIFIED HEREIN. CONDUCTORS AND CABLE SHALL CONFORM TO THE APPLICABLE SPECIFICATIONS AS FOLLOWS: (1) UNLESS OTHERWISE NOTED, ALL ELECTRICAL. CONDUCTORS SHALL BE APPROVED STRANDED COPPER CONFORMING TO APPLICABLE PORTIONS OF ASTM STANDARDS. INSULATION SHALL BE 600 VOLT PLASTICIZED POLYVINYL CHLORIDE, POLYETHYLENE, OR 04EXICALLY CROSS LINKED POLYETHYLENE, COFOW41NG TO APPL .BLE PORTIONS OF ASTM STANDARDS. POLYETHYLENE COMPOUNDS SHALL NOT BE USED *UtE EXPOSED TO `O&IG HT. THE GRADE INSULATION C' CODE THICKNESS SHALL BE USED. (2) MULTI-CO OUCTOR CABLE SHALL BE USED FOR TRAFFIC SIGNAL CONTROL, AND 94ALL BE RATED TO OPERATE ON 600 VOLTS. INDIVIDUAL CONDUCTORS SHALL BE STRANDED COPPER, SHALL BE INSULATED WITH A MINIMUM OF 45 MILES PLASTICIZED POLYVINYL CHLORIDE COMPOUND, OR APPROVED EQUAL, AND SHALL BE COLOR CODEO AND OF SIZE LISTED IN TABLE BELOW. THE INDIVIDUAL CONDUCTORS SHALL BE CABLED TOGETHER WITH CABLE TAPE AND ENCASED IN A POLYVINYL CHLORIDE SHEATH 75 MILS THICK. INSLATION SHALL CONFORM TO APPLICABLE PORTIONS OF ASTM STANDARD APPLICATIONS. AWG Nam. Strands ' CIRCUIT Phase Gauge Gauge Conductor Color StrL Signal heads.... A 14 19/2' Red, Yellow, Green None A' 14 19/27 Red, Yellow, Green White-W%Le B 14 19/:7 Red, Yellow, Green Black a' 14 19/27 Red, Yellow, Green Black-Black C 14 19/2- Red, Yellow, Green White Signal.......... Cam. 12 19/25 White None Control......... Corn. 12 19/25 White Flack or Gres ''- Detector........ A,G,C 12 19/25 Black None Can. 12 19/25 White None Spare........... .... 14 19/27 Red, Yellow, Green Blue e, Flashers........ .... 12 19/25 Black None Service......... .... 10 19123 Black None Alternate.... .... 12 19/25 Black None Neutrals w. (not listed).. .... 10 19/23 White None Alternate..... .... 12 19/25 white or Green Nome Multi-conductor cable shall be assembled as per the following typical illustrations: a) 2 Conductor -- 2 No. 12 AWG, 19/25 stranc, consisting of a black and white conductor. .. b) 5 Conductor -- 1 No. 12 AWG, white; 1 Nc. 12 AWG, white with green or black stripe; and 3 No. 14's consisting of Phase A. c) 8 Conductor -- 1 No. 12 AWG, white; 1 No. 12 AWG, white green or black stripe; and 6 No. ` 14's conSisting of Phase A and B. d) 11 Conductor -- 1 No. 12 AWG, white; 1 No, 12 AWG white with gree,, or black stripe; and No. 12's consisting of Phase A, B and C e) 20 Conductor -- 1 No. 12 AWG, white; 1 No. 12 AWG, white with green or black strip; and 18 No. 14's consisting of Phase A, 4', B, B', C and Spare. WIRING WILL BE ARRANGED SO THAT COMB?NATIONS OF THE ABOVE CABLE ASSEMBLIES SHALL 6E USED. wo WITH THE EXCEPTION OF TYPE XHHW :NSULATION, THE MINIMUM INSULATION THICKNESS FOR ANY ELECTRICAL CONDUCTOR SHALL BE 3/e4 INCH AND THE MINIMUM ACCEPTABLE INSULATION THICKNESS SHALL REFER SOLELY TO _ bopplemental Specifications (Rev 02139187) Page 54 ww 9-29.2 3.N^TION BOXES (REPLACEMENT SECTION) JUNCTION BOXES SMALL BE REINFORCED CONCRETE WITH STEEL FRAME ANCH7RED IN PLACE AND STEEI. COVER PLATE (DIAMOND PATTERN) AS INDICATED ON DETAIL SEETS. THE INS]NIP71ONS ON THE COVERS OF THE JRNVCTIOM BOXES SHALL BE AS FOLLOWS; (1) SIGNAL ONLY: "SIGNALS" (2) STREET LIGHTING ONLY: "LIGHTING" (3) TRAFFIC SIGNAL AND STREET LIGHTING FACILITIES: "TS-LT" t Ir THE ABOVE INSCRIPTIONS 94AiLL NOT BE HIGHER THAN THE TOP SURFACE OF THE COVER PLATES. 9-29.3 CONDUCTORS, CABLE (REPLACEMENT SECTION) ALL SIGNAL CONDUCTORS; AS INDICATED ON THE PLANS SMALL BE STRANDED COPPER AD SHALL EMPLOY 600 VOLT THW INSULATION OF THE SIZES NOTED (N THE PLANS. ALL MULTI CODLCTORS USED FOR THE SIGNAL SYSTEM L94A.L CONFfRM TO APPLICABLE PROVISIONS CONTAINED IN THE STANDARD SPECIFICATIONS 440 SMALL BE OF THE SIZES NOTED ON THE SIGNAL WIRING DIAGRAM. THE 2/c CABLE INDICATEC FOR THE DETECTION LOOP RETURN CABLE SHALL BE A SPECIAL COMMUNICATIONS CABLE. THIS CABLE SMALL BE BELDEN, BELOFOIL 8720, of EQuA , WITH 014 AWG CONDUCTORS STRANDED (19 a 27). THE CABLE SMALL HAVE POLYETHYLENE INSULATED COPPER CONDUCTORS, AN ALUMINUM POLYESTER SHIELD, A TINNED COPPER DFAIN WIRE AND A CHROME VINYL JACKET. THE 3/c SHIELDED PRE- EMPTION DETECTOR CABLE SHALL BE 3-M #138 CABLE OR EQUIVALENT. THIS CABLE WILL RUN FROM THE DETECTOR UNIT TO THE CONTROLLER CABINET AND NO SO-ICES WILL BE ALLOWED. C` n- THE SHIELDED COMMUNICATIONS/SIGNAL INTERCONNECT CABLZ SMALL MEET THE FOLLOWING: 1. CONDUCTORS: SOLID, SOFT DRAWN, ANNEALED COPPER, SIZE 19 AWG. 2. INSULATION: SOLID, VIRGIN HIGH DENSITY POLYETHYLENE OR POL'?ROPYLENE,WITH TELEPHONE tiM.:f INDUSTRY COLOR CODING. 3. CABLE CORE ASSEMBLY: INSV,ATED CONDUCTORS ARE TWISTED INTO PAIRS WITH VARYING LAYS (TWIST LENGTHS) TO MINIM CROSS TALK AND MEET STRICT CAPACITANCE LIMITS. I 4. SHIELDING: A CGRHOSION/OX-DATION RESISTANT TINTED ETHYLENE COPOLYMER COATED (BOTH SIDES) .008" THICK CORRUGATED ALUMINUM TAPE SHIELD IS APPLIED LONGITUDINALLY WITH OVERLAP TU PROVIDE 100% ELECTRICAL SHIELDING COVERAGE. A .005 CORRUGATED TAPE APPLIED IY THE SAME MANNER IS ACCEPTABLE. 5. OUTER JACKET: A BLACK; LOW DENSITY HIGH MOLECULAR WEIGHT VIRGIN POLYETHYLENE (COMPOUNDED TO WITHST SUNLIGHT, TEMPERATURE VARIATIONS AND OTHER ENVIROMENTAL CONDITIONS PLUS ABUSE DURING INSTALLATION) IS EXTRUDED OVERALL TO PROVIDE .4 CONTINUOUS COVERING. 6. FOOTAGE MARKINGS: FOOTAGE MARKINGS MUST BE PRINTED SEQUENTIALLY A MINIMUM OF 2' ALONG THE OUTER JACKET, 7. FILLING: THE ENTIRE CABLE WITHIN THE OUTER JACKET IS FLOODED WITH PETROLEUM-POLYETHYLENE GEL FILLING COMPOUND INCLUDING THE AREA BETWEEN THE OUTER JACKET AND THE SHIELD. EACH WIRE SMALL BE NUMBERED AT EACH TERMINAL END WITH A WRAP-AROUND T 'E NUMBERIN. STRIP ACCORDING TO THE SDIEDULE ATTACHED TO THESE SPECIAL PROVISIONS. NO SPLICING OF ANY TRAFFIC SIGNAL CDOUCTOR SHALL BE PERMITTED UNLESS OTHERWISE INDICATED ON THE PLANS. ALL CONDUC`JR RUNTS SHALL BE PULLED TO THE APPROPRIATE SIGNAL TERMINAL COMPARTMENT BOARD WITH PRESSURE TYPE BINDING POSTS. THE ONLY EXCEPTIONS SHALL BE THE SPLICES FOR DETECTOR LOOPS AT THE NEAREST JUNCTION BOX TO THE LOOPS. THE CONTRACTOR SHALL PROVIDE AND INSTALL ALL THE NECESSARY WIRING, FUSES AND FITTINS SO AS TO -- COMPLETE TmE INSTALLATION OF THE SIGNAL AND LIGHTING EQUIPMENT AS 94OWN ON THE PLANS. LL MATERIOLS A' ..GTIDN 4ETHHODS, EXCEPT AS NOTED OTHERWISE HEREIN, SHALL COMPLY WITH APPLICABLE SECTIONS C Sk ELECTRICAL CODE. Supplemental Specifications (Rev 02/09/87) Page 53 S W 9-29.9 CONTINUED EMPLOY THE CLASS OF COMPOUNDS IDENTIFIED AS P'LYCHLORINATED BIPENYLS (P.C.B.) AS DIELECTRIC, w COOLANTS, OR FOR ANY OTHER PURPOSE. EACH BA'-LAST SHALL HAVE A NAME PLATE ATTACHED PERMANENTLY TO THE CASE LISTING ALL ELECTRICAL DATA. 9-29.10 LUMINAIRES (REPLACEMENT SECTION) N. i ALL LUMINAIRES SHALL BE OF THE DISTRIBUTION TYPE AND WATTAGE INDICATED IN THE PLANS. LUMINAIRES SHALL HAVE A CAST-ALUMINUM HMING PROVIDING FOR A SLIP-TITTER TYPE MOWTING AND CAPABLE 4. OF ADAPTING TO A 2-INCH DIAMETER PIPE TENON. LUMINAIRES $HALL BE OF THE COBRA HEAD STYLE WITH AN OVATE REFRACTOR (DROPPED LENS) FOR ARTERIALS AND A CLEAR FLAT LENS FOR RESIDENTIAL ROADWAY 9PPLICATIONS. THE LUMINAIRE SHALL INCLUDE THE POWER DOOR FEAT RE. THE LUMINAI; . SHALL HAVE A GASKET BETWEEN REFRACTUP, AND REFLECTOR. A GASKET OR FILTER MATERIAL SHALL BE PLACED BETWEEN THE LAND SOCKET AND THE REFLECTOR. THE MANUFACTURER'S NAME OR SYMBOL SHALL BE CLEARLY MARKED ON EACH LUMINAIRE. r EACH LUMINAIRE SHALL HAVE A WEATHER-RESISTANT, ANSI-APPROVED DECAL ATTACHED TO THE BALLAST HOUSING M„ SO AS TO BE READILY VISIBLE FROM THE GROUND. THE DECAL SHALL BE APPROXIMATELY THREE 1,.CHES SQUARE AND THE LEGEND SHALL BE A MINIMUM OF TWO INCHES IN HEIGHT. THE DECAL 94ALL BE GOLD IN COLOR WITH LAP WATTAGES INDICATED BY THE FOLLOWING NUMERICAL LEGEND: M4 7 FOR 70 WATTS 25 FOR 250 WATTS 10 FOR 100 WATTS 31 FOR 310 WATTS 15 FOR 150 WATTS 40 FOR 400 WATTS 17 FOR 175 WATTS 70 CDR 700 WATTS 20 FOR 200 WATTS X1 FOR 1,000 WATT , ALL LUMINAIRES SHALL HAVE THEIR COMPONENT, SECURED TO THE LUMINAIRE FRAME WITH STAINLESS STEEL N. MOUNTING HARDWARE (NUTS, BOLTS, WASHERS, HINGES, ETC.). THE HOUSING, COMPLETE WITH INTEGRAL �. BALLAST, SHALL BE WEATHER-TIGHT. 1r 9-29.11 CONTROL EQUIPMENT (REPLACEMENT SECTION) UNLESS SPECIFIED OTHERWISE, ILLUMINATION CIRCUITS SHALL BE CONTROLLED BY A COMBINATION OF �.. PHOTOELECTRIC CONTROLS AND LIGHTING CONTACTORS AS NOTED IN THE CONTRACT. 9-29.11(1) TIME CLOCK CONTROLS - DELETE 9-29.11(2) PHOTOELECTIC CONTROLS (REPLACEMFNli SECTION) PHOTOELECTRIC CONTROLS SHALL BE PLUG-14 OF.. a1TE0 TO OPERATE ON 120 VOLTS, 60 HZ. THE PHOTO- CELL SHALL BE A SOLID STATE DEVICE WITH STAEL. AN- JN VALUES IN THE TEMPERATURE RANGE - 55 `EGREES C TO .70 DEGREES C. THE PHOTO-CELL SHAH'_ BE MOUNTED EXTERNP'_LY ON TOP OF THE LWTNAIRE. I., CONTACTOR-CONTROLLED SYSTEM, THE C)HnT3-CELL TO CONTROL THE SYSTEM SHALL BE MCA, ON THE LtMINAIRE r NEAREST TO THE SERVICE/CONTACTOR CABINET. THE PDTO-CELL BALL BE CAPABLE OF SNITCHING 1,000 WATTS OF INCANDESCENT LOAD "ON" AS MIN. a Supplemental Specifications (Rev 02/09/87) Page 56 r. I 9-29.3 CONTINUED e+ i THE THICKNESS OF THAT INSULATION IMMEDIATELY AROUND ANY CONDUCTOR AND EXCLUDING ANY SHEATH OR JACKET THICKNESS. H' INDUCTION LOOP DETECTORS SHALL BE INSTALLED IN A SAW-CUT IN THE PAVEMENT BY THE CONTRACTOR WHERE „+ INDICATED ON THE PLANS OR AS DIRECTED BY THE ENGINEER, THE WIRE TO BE USED IN THE INDUCTION LOOP SHALL BE NO. 12 A.W.G., TYPE USE, RHH OR RMY INSULATION. SEE DETAIL SHEETS. 9-29.4 MESSENGER CABLE, FITTINGS - DELETE �w 9-29.5 POLE LINE HARDWARE - DELETE n H.y 9-29.6 LIGHT STANDARDS (REPLACEMENT SECTION) LIGHT STANDARDS SHALL BE SPIN ALUMINUM IN ACCORDANCE DETAILS SHOWN IN THE PLANS, AS SPECIFIED IN THE TECHNICAL PROVISIONS AND AS OUTLINED HEREIN. 9-29.6(3) TIMBER LIGHT STANDARDS TIMBER STRAIN POLES, TIMBER SERVICE SUPPORTS - DELETE 9-29.7 LUMINAIRE FUSING AND ELECTRICAL CONNECTIONS AT LIGHT STANDARD BASES (REPLACEMENT SECTION) ELECTRICAL DISCONNECTS SHALL BE INSTALLED AT ALL LIGHT STANDARD RASES, FUME HOLDERS SMALL SE WATERPROOF, QUICK DISCONNECT TYPE, S.E.C. OR APPROVED EQUAL, FUSED QUICK DISCONNECT KITS SHALL PROVIDE WATERPROOF IN LINE FUSE PROTECTION. ALL CONECTIONS SHALL BE MADE WITH COMPRESSION r., FITTINGS, UPON DISCONNECT, THE FUSE SHALL REMAIN IN THE LOAD SIDE OF THE KIT, i Tw FUSES SHALL BE LOCATED INLSIDE THE HAND HOLE AT THE BASE OF THE POLE. FUSES FURNISHED FOR ALL LIGHTING CIRCUITS SHALL BE CAPABLE OF HANDLING THE OPERATING VOLTAGES OF THE CIRCUIT INVOLVED AND SHALL HAVE THE FOLLOWING CHARACTERISTICS: 1, FUSES SHALL BE CAPABLE OF INDEFINITELY SUPPORTING 110% OF THE RATED LOAD, 2. FUSES SHALL BE CAPABLE OF SUPPORTING 135% OF THE RATED LOAD FOR APPROXIMATELY ONE HOUR, 3. A LOAD OF 200% OF RATED LOAD WILL EFFECTIVELY CAUSE INSTANTANEOUS BLOWING OF THE FUSE, 4• FUSES SHALL BE RATED AS LISTED BELAY AND SHALL BE SIZED TO FIT THE FUSC. CONTAINERS FURNISHED ON THIS PROTECT, ACCORDING TO THE MANUFACTURER'S RECOMENDATIONS THEREFOR: LL04INAIRE S.'ZE SERVICZ VOLTAGE 240V 1,000 W15A 400 W10A 250 W10A 200 W10A 175 W10A 150 W10A 100 W10A 5 FUSES SMALL BE UL LISTED 9-29.8 MAST ARMS, CROSS ARMS AND TIE ROD - DELETE 9-29.9 BALLAST, TRANSFORMERS (REPLACEMENT SECTION) BALLAST FOR HIGH PPESSURE SODIUM VAPOR LAPS SHALL BE DESIOF-0 TO PROPERLY OPERATE 100 WATT S54, 150 WATT S55, 200 WATT S66, 750 WATT S50, 400 WATT S51. BALLASTS FOR M.P. SODIUM VAPOR LANDS SHALL BE AN INTERNAL 240-VOLT REGULATOR-TYPE (NIGH POWER FACTOR), THE BALLAST SHALL BE PRE-WIRED TO THE LAP SOCKET AND TERMINAL BOARD, THE BALLAST SMALL HAVE AN ALLOWABLE VOLTAGE VARIAi ION OF LESS THAN 10%. NO CAPACITOR, TRANSFORMER, OR OTHER DEVICE SHALL Supplemental Specifications (Rey 02/09/87) Page 55 T 9-29.13(6) RADIO INTERFERENCE SUPPRESSORS (REPLACEMQ+ _ LION) A CORPEL!-OUSILER RADIO INTERFERENCE FILTER W 10801-1 30 MPS 6R EQUIVALENT SWILL BE USED TO FILTER THE A.C. POWER. ADDITIONALLY, ALL POWER SUPPLIES SHAD. HAVE NOISE IMMUNITY FROM OTHFA DEVICES WITHIN THE CABINET, 9-29.13(7) TRAFFIC-ACTUATED CONTROLLERS (REPLACEMENT SECTION) ALL TIMING FUNCTIONS AND INPUT AND OUTPUT FEATURES FOR FULLY- CTUATED, VOLUME-DENSITY WMTIQN SMALL BE PROVIDED IN ACCORDANCE WITH NNTA STANDARDS. THE. CONTROLLER SMALL PROVIDE FOR SETTING EACH TIMING INTERVAL BY MEANS OF POSITIVELY CALIBRATED SETTINGS. THE TIMID FUNCTIONS SHALL BE ON THE FRONT OF THE CONTROLLER UNIT OR SHALL HAVE KEYBOARD ENTRY AND LIQUID CRYSTAL DISPLAY. FOR THE ST.'ADBY OPERATION, THE TRAFFIC SIGNAL CONTROLLER SMALL lN(XUDE ALL CIRCUITRY REQUIRED TO PROVIDE ALL TIMING AND ALL FUNCTIONS FOR SIGNAL OPERATION IN A FULLY-ACTUATED MODE. STANDBY OPERATION SMALL AUTOMATICALLY OCCUR UPON OPENING OF INTERCONNECT LINES, FAILURE OF CENTRAI. MASTER COMPUTER, OR MEN SPECIFIED BY THE WASTER, THE STANDBY OPERATION SMALL FOLLOW AND BE COINCIDENTAL IN PHASE TO THAT PHASE BEING DISPLAYED AT THE START OF STANDBY OPERATION. TRANSFER FROM COMPUTER SUPERVISION SMALL NOT CALL UP A STARTING YELLOW. Y 9-29.13(7)A ENVIRO`ENTAL PERFORMANCE AND TEST STANDARDS FOR SOLID-STATE TRAFFIC CONTROLLERS (REPLACEMENT SECTION) THE TRAFFIC SIGNAL CONTROLLER ASSEMBLIES, INCLUDING THE TRAFFIC SIGNAL CONTROLLER, AUXILIARY CONTROL EQUIPMENT AND CABINET 94AALL BE SHOP TESTED TO THE SATISFACTION OF THE ENGINEER. TESTING 4 AND CHECK-OUT OF ALL TIMING CIRCUITS, PHASING AND SI(NAL OPERATION SHALL BE AT THE CITY OF RENTON SIGNAL SHOP, RENTON, WASIINGTON. THE SIGNAL SHOP WILL MAKE SPACE AVAILABLE TO THE CONTRACTOR FOR THE REQUIRED TEST DEMONSTRATIONS. THE CONTRACTOR SMALL ASSEMBLE THE CABINET AND RELATED SIGNAL CON^.OL EQUIPMENT READY FOR TESTING. A COMPLETE DEMONSTRATION BY THE CONTRACTOR OF ALL INTEGRATED COMPONENTS SATISFACTORILY FUNCTIONING BALL START THE TEST PERIOD. ANY MALFL#CTION SHALL STOP THE , TEST PERIOD UNTIL ALL PARTS ARE SATISFACTORILY OPERATING. THE TEST SHALL BE EXTENDED UNTIL A MINI" OF 72 HOURS CONTINUOUS SATISFACTORY PERFORMANCE OF THE ENTIRE INTEGRATED SYSTEM HAS BEEN DEMONSTRATED. THE DEMONSTRATION BY THE CONTRACTOR TO THE ENGINEER OF ALL CDIPOENTS FUNCTIONING PPNDPERLY SMALL NOT RELIEVE THE CONTRACTOR OF ANY RESPONSIBILITY RELATIVE TO THE PROPER FUNCTIGNING OF ALL AFORESTATED CONTROL GEAR WHEN FIELD INSTALLED. 9-29.13(7)8 AUXILIARY EQUIPMENT FOR TRAFFIC ACTUATED CONTROLLERS (REPLACEMENT SECTION) POWER SWITCHES THERE SHALL BE A MAIN POWER SWITCH INSIDE THE CABINET THAT SHALL RENDER ALL CONTROL EQUIPMENT ELECTRICALLY DEAD WHEN TLF04ED OFF. THERE SMALL BE A CONTROLLER POWER SWITCH THAT SHALL RENDER ' THE CONTROLLER AND LOAD SWITCHING DEVICES ELECTRICALLY DEAD WHILE MAIH'TAINING FLASHING OPERATION FOR PURPOSES OF CHANGING CONTROLLERS OR LOAD SWITCHING DEVICES. STOP TIME BYPASS SWITCH THERE SHALL BE A SWITCH IN THE CABINET IDENTIFIED AS THE STOP TIME BYPASS SWITCH, IF THE INTERSECTION IS PLACED ON FLASHING OPERATION EITHER BY THE FLASK SWITCH OR THE FAI1. SAFE MONITOR, THE CONTROLLER SHALL IMMEDIATELY STOP TIME. THE STOP TIN£ BYPASS SWITCH SMALL REMOVE. STOP TIME PROWS THE CONTRA _ER AND PERMIT NORMAL CYCLING OPERATION WHILE THE INTERSECTION REMAINS IN FLASHING OPERATION. DETECTOR TEST SWITCH w. EACH VEHICLE AND PEDESTRIAN PHASE SHALL HAVE A MOMENTARY (SPRING RETURN) DETECTOR TEST SWITCH. MEN DEPRESSED, THE SWITCH BALL PLACE A CALL ON ITS RESFcCTIVE SIGAL PHASE. a Supplemental Smifications (Rev 02/09/87' Page 58 r 9.29.12(1) ILLUMINATION CIRCUIT SP.ICFS (REPLACEMENT SECTION) ALL SPLICES AND TAPS SHALL BE MADE USING SOLDERLESS CRIMP CONNECTORS ON UNDERGROUND CIRCUITS TO � . SECURELY JOIN THE WIRES BOTH MECHANICALLY AND ELECTRICALLY. ALL SPICES SHALL EMPLOY EPDXY RFSIN FILLED IN CLEAR PLASTIC MOLDS TO FORM A WATER. TIGHT SEAL. ALL MATERIAL USED IN THE SPLICE KIT �. SHALL BE COMPATIBLE WITH THE WIRE AND ITS INSULATION AS USED IN THE LIGHTING SYSTEM. 9-29.13 TRAFFIC SIGNAL CONTROLLERS (REPLACEMENT SECTION) N- THE UNIT SHALL OPERATE UN 120 VOLT, 60 CYCLE, SINGLE PHASE ALTERNATING CURRENT AND SHALL USE THE POWER LINE FREQUENCY AS A TIME BASE. THE TRAFFIC SIGNAL CONTROLLER SMALL MEET THE REQUIREMENTS OF THE NATILS AL ELECTRICAL MA04 FACTURERS ASSOCIATION (NEWA) STANDARD PBLICATIONS. COMPONENTS SUCH AS RESISTORS, CAPACITORS, DIODES AND TRANSISTORS SMALL BE INDIVIDUALLY REPLACEABLE UTILIZING APPROVED STANDARD SOLDERING TECFNT_QUES. INTEGRATED CIRCUITS SHALL BE MOUNTED IN SOCKETS AND SWILL BE EASILY REPLACEABLE WITHOUT SOLDERING. ALL COMPONENTS SHALL BE STANDARD "OFF THE SHELF" ITEMS. THE TRAFFIC SIGNAL rONTROLLER SWILL BE CAPABLE OF INTEP•ACING WITH THE MAILTISONIC REAL TIME, MASTER COMPUTER. THE CONTROLLER SHALL BE CAPABLE OF BOTH (N-LINE OPERATION (CONTROL BY THE HULTISDNIC WASTER COPUTER) AND STANDBY OPERATION. THE CONTROLLER SHALL ESTABLISH THE SEQUENCE OF SIGNAL PHASES, INCLUDING OVERLAPS, IN CONFGTMANCE WITH THE SIGNAL PHASING DIAGRAM ON THE PLANS. WHEN OPERATING THROUGH THE ON-LINE MASTER CMPUTER (MULTISONIC MASTER) 1HE CONTROLLER SHALL BE CAPABLE OF OPERATING EITHER IN A FIXED TIME MODE OR IN A FULLY-ACTUATED MODE WITH VOLUME DENSITY ON EACH PHASE AS REQUIRED. ALL CLEARANCE TIMING AND PEDESTRIAN TIMING SHALL BE ACCOPLi SHED AT THE LOCAL INTERSECTION. 9-29.13(2) FLASHING OPERATIONS (REPLACEMENT SECTION) FLASH WIT SHALL BE A TWO CIRCUIT TYPE, CAPABLE OF SWITCHING LOADS UP TO 1000 WATTS PER CIRCUIT ALTERNATELY AT A RATE OF 60 FLASHES PER MINUTE PER CIRCUIT, PLUS OR MINUS TWO FLASHES PER MINUTE. 9.29.13(3) EMERGENCY PRE-EMPTION (REPLACEMENT SECTION) EMERGENCY VEHICLE PRE-EMPTION SHALL BE FURNISHED EITHER AS SEPARATE UNITS OR AS MODULES THAT RUG DIRECTLY INTO A RACK WIRED 10 ACCEPT 3-M DISCRIM,.NATOR TYPE LIMITS. THE PRE-EMPTION SYSTEM 'ERATIOH SHALL BE COMPATIBL' WITH THE 3M COMPANY "O'TICOH" SYSTEM WM:ICH THE CITY OF RENTON IS RRENTLY USING AND SO4.L BE CAPABLE OF BEING .CTIVATED BY THE SAME TRANSMITTERS. .MEN A PRE-EMPTION DETECTOR DETECTS AN EMERGENCY VEHICLE, THE PHASE SELECTOR SHALL HOLD THE CONTROLLER IN THE REQUIRED PKgSE OR ADVANCE DIRECTLY TO THAT PHASE AFTER OBSERVING ALL VEHICLE CLEARANCES. THE HASE SEL TOR SHALL HOLD THE CONTROLLER IN THE PHASE SELECTED UNTIL THE DETECTOR NO LONGER DETECTS THE EMERGENCY VEHICLE. WHEN THE PHASE SELECTOR IS RESPONDING TO ONE D)E`eCTOR, IT SHALL NOT RESOD TO ANY OTHER DETECTOR UNTIL CALLS F'OM THE FIRST JETECTOR ARE SATISFIED. INDICATOR LIGHTS SHALL INDICATE POWER ON, SIGNAL BEING RECEIVED, 04MWL CALLED. SWITCHES SHALL CONTROL SYSTEM POWER AND SIMLATE DETECTOR CALLS FOR EACH PHASE. 9-29.13(a) WIRING DIAGRAMS (REPLACEMENT SECTION) THE CONTROLLER CABINET SHALL HAVE A WATERPROOF ENVELOPE WITH A SIDE ACCESS ATTACHED TO THE INSIDE OF THE CABINET DOOR. AT THE TIME OF DELIVERY THE ENVELOPE SHALL HAVE FOR CDIH.ETE SETS OF SCHEMATICS AND MANUALS FOR ALL ASSEMBLIES AND SUB-A&�EMBLIES. LSupplemental Specifications (Rev 02/09/S7) Page 57 L r President's Park 1987 Steel Water Main -W--910 Replacement 9-29.13(7)0 CONTINUED TIME DEPENDENT ON SWITCH SETTING ON THE AUXILIARY PANEL DESCRIBED LATER. b. THE CABINET SWILL HAVE A METAL ETCH PRIMER COAT UNDER THE FINISH COAT. THE FINISH PAINT COAT SHALL BE A DUPABLF- ALMINM OR HMMERTONE GRAY, OR SIMILAR IN COLOR, CAPABLE OF PREVENTING RUST FOR A MINIMUM OF FIVE (5) YEARS. c. BOTH DOORS (WAIN AW POLICE PANEL) SHALL HAVE ONE-PIECE WEATHER-PROOF NEOPRENE CASKETS. 9-29.15 FLASHING BEACON CONTROL - DELETE 9-29.16 VEHICULAR SIGNAL HEADS (REPLACEMENT SECTION) VEHICULAR SIGNAL HEADS SHALL HAVE 12 INCH LENS SIZES UNLESS SHOWN OTHERWISE ON THE SIGNAL PLANS. VEHICUAR SIGNAL HEAD HOUSINGS SHA'.L CONSIST OF SEPARATE SECTIONS AND BE EXPANDABLE TYPE FOR VERTIGO. MOUNTING. LENS SHALL BE GLASS AND MEET I.T.E. SPECIFICATIONS FOR LIGHT OUTPUT. REFLECTORS SHALL BE ALZAC. EACH SIGNAL HEAD SHALL HAVE A 1/4 INCH GRAIN HOLE IN ITS BASE. VEHICLE SIGNAL WADS SHALL BE CAST ALUMINUM. ALL SIGNAL HEADS SHALL INCUIDE A BACK PLATE 5 INCH SQUARE CUT BORDER. SIGNAL HEADS, INCLUDING OUTSIDE OF VISORS AND BACK OF BACK PLATES SHALL BE FINI9ED WITH TWO COATS OF FACTORY-APPLIED TRAFFIC SIGNAL YELLOW BAKED ENAMEL. THE INSIDE OF THE VISORS AND FRONT OF BACK PLATES SHALL BE FINISHED WITH TWO COATS OF FACTORY-APPLIED FLAT BLACK ENAMEL. MOUNTING HARDWARE WILL PROVIDE FOR A Ri.,1D CONNECTION BETWEEN THE SIGNAL HEAD AND MAST ARM. ALL MOUNTING HARDWARE WILL BE OF THE TOP-MOUNT PLUIBIZER TYPE AS SHOWN ON THE STANDARD PLANS. POSITION OF THE SIGNAL HEADS SHALL BE LOCATED AS CLOSE AS POSSIBLE TO THE CENTER OF THE LANES. SIGNAL HEADS SHALL BE MOUNTED ON THE MAST ARM SUCH THAT THE RED IN✓CICATORS LIE IN THE SAME PLANE MD SUCH THAT THE BOTTOM OF THE HOUSING OF A SIGNAL. HEAD SHALL NOT BE LSS THAN 16 FET 6 INCHES NOR MORE THAN 17 FEET 6 INCHES ABOVE THE GRADE AT THE CENTER OF THE ROADWAY. ALL BOLTS SHALL BE STAINLESS STEEL. 9-29.16(2)A OPTICAL UNITS (REPLACEMENT SECTION) THE HEAD OPTICAL UNITS SHALL CONSIST OF LENS, REFLECTORS, LAMP HOLDERS, AND TRAFFIC SIGNAL LA PPS k VISIBLE TO THE TRAFFIC BEING CONTROLLED AT DISTANCES FROM 10 FEET TO 500 FEET UNDER ALL LIGHT AND TRAFFIC CONDITIONS EXCEPT DENSE FOG. ALL 8 INCH CONVENTIONAL HEADS SHALL EMPLOY 67 OR 69 WATT TRAFFIC SIGNAL LAPS RATED FOR 130 VOLT OPERATION, 595 MINIMA INITIAL UNENNS, 665 MINIMUM INITIAL LUMENS, 8000 H2. RATED LIFE, 2 7/16 INCH LIGHT CENTER LENGTH, A-21 BULB, MEDIUM BASE, CLEAR IN COLOR. TWELVE INCH CONVENTIONAL HEADS SHALL BE FURNISHED WITH 165 WATT TRAFFIC SIGNAL LAMPS RATED FOR 130 VOLT OPERATION, 1750 MINIMA INITIAL LUMENS, 8000 HR RATED LIFE, 5 INCH LIGHT CENTER LENGTH, P-25 BULB, MEDIUM BASE, CLEAR IN COLOR. ALL BULBS SHALL BE INSTALLED WITH THE FILAMENT OPENING POINTED UP. ALL SIGNAL LENSES SHALL BE OF THE COLOR, SIZE AND SHAPE AS INDICATED ON THE CONTRACT PLANS AND SPECIFICATIONS. THE LENS DESIGN SHALL GIVE AN OUTWARD AND DOWNWARD DISTRIBUTION OF LIGHT WITH A ... MINIMUM ABOVE THE HORIZONTAL. THE LENS SHALL BE GLASS AND SHALL FIT IN TO A NEOPRENE GASKET IN SUCH A WAY TO RENDER THE INTERIOR OF THE LENS AND REFLECTOR WEATHERPROOF AND OUST-TIGHT. THE REFLECTOR SHALL BE ONE PIECE, ALZEK ALUMINUM CONFORMING TO I.T.E. STANDARDS. THE OPTICAL LNIT SHALL BE. DESIGNED TO PREVENT ANY OBJECTIONABLE REFLECTION OF THE SUN'S RAYS EVEN AT TIMES OF THE DAY WHEN THE SUN MAY SHINE DIRECTLY INTO THE LEND. Supplemental Specifications _ (Rev 02/09/87) Page 60 r 9-29.13(7)0 CONTINUED THE CONVENIENCE OUTLET AND LAMP SOCKET A CONVENIENCE OUTLET PROTECTED WITH A GROUND FAULT INTERRUPTER AND AN INCANDESCENT LAMP SOCKET SHALL BE FURNISHED IN THE MAIN CABINET, A DOOR SWITCH FOR THE LAP SHALL BE PROVIDED. THIS CIRCUIT SHALL BE PROTECTED BY A CIRCUIT BREAKER RATED AT 20 AMPS. r FAIL SAFE UNIT M ' FAIL SAFE UNIT SHALL MONITOR BOTH THE POSITIVE AND NEGATIVE PORTIONS OF THE A.C. SINE WAVE FOR ALL GREEN, AMBER AND PEDESTRIAN WALK INDICATIONS. THE DURATION OF A DISPLAY OF CONFLICTING I INDICATIONS SHALL NOT BE LONG ENOUGH TO BE VISIBLE TO MOTORISTS OR PEDESTRIANS BEFORE THE i . MONITOR INITIATES FLASHING OPERATION. THERE SHALL BE A VISUAL INDICATION THAT THE MONITOR HAS PREEMPTED NORMAL OPERATION. SURGE PROTECTOR (LIGHTING ARRESTER) Md. THE CONTROLLER SHALL HAVE AN INPUT VOLTAGE SURGE PROTECTOR THAT SHAD_ PROTECT THE CONTROLLER INPUT FROM ANY VOLTAGE SURGES THAT COULD DAMAGE THE CONTROLLER OR ANY OF ITS COPON4MS. FIELD WIRING TERMINAL THERE SHALL BE A TERMINAL STRIP FOR FIELD WIRING IN THE CONTROLLER CABINET. THE TERMINALS SHALL BE NUMBERED IN ACCORDANCE WITH THE SCF EIRGATIC WIRING DIAGRAM GN THE PUNS. IF A DIFFERENT ,,.. NU.MBERING SYSTEM IS USED FOR THE CABINET WIRING , THEN BOTH NUMBERS SHALL LABEL EACH TERMINAL AND THE CABINET WIRING SCHETMATIC DRAWINGS SHALL INCLUDE THE FIELD WIRING NUMBERS WHERE THE L TERMINAL STRIP IS ILLUSTRATED. A COMMON BUS BAR WITH A MINI" OF 15 TERMINALS AND A GROUND BAR WITH A MINIMUM OF 6 TERMINALS SHALL BE PROVIDED. COMPUTER INTERFACE UNIT INTERFACE COMMNICATIOI DEVICES SHALL BE DESIGNED AS SEPARATE UNITS OR AS MODULES THAT PLUG DIRECTLY INTO THE CONTROLLER CASE. THE COMMUNICATION DEVICES SHALL BE USED FOR ON-LIME COMPUTER CONTROL OF THE INTERSECTION AD SHALL BE CAPABLE OF TRANSMITTING ALL DETECTOR AND SIGNAL STATUS INFORMATION AND RECEIVING ANC DECODING COMMAND INFORMATION FROM THE COMPUTER ALL IN CONFORMANCE AND WITHIN THE CAPABIL?TY GF THE MULTISGNIC MASTER C04PUTER UNIT AD THE INTERCONNECT CABLES. 9-29.13(7)D CONTROLLER CABINETS (REPLACEMENT SECTION) EACH TRAFFIC CONTROLLER CABINET 94ALL PROVIDE A WEATHERPROOF HOUSING AND HAVE THE FOLLOWING REQUIRE3MENTS: 1. CONSTRUCTION SHALL BE OF SHEET STEEL. 2. THE CABINET SHALL CONTAIN SHELVING, BRACKETS, RACKS, ETC. TO SUPPORT THE CONTROLLER AND ALL AUXILIARY EQUIPMENT. 3. THE CABINET SHALL BE OF ADEQUATE SIZE TO PROPERLY HOUSE THE CONTROLLER AND ALL AUXILIARY -- EQUIPMENT AND AM' REQLIRED APPURTENANCES. 4. THE CABINET SHALL HAVE A FILTERED AIR INTAKE AND A VENT FAN. THE AIR INTAKE FILTER SHALL BE CAPABLE OF IMPEDING FOREIGN BODIES. SUCH AS DUST, LINT, ETC. THE VENT FAN SHALL BE IN THE TOP OF THE CABINET AND THERMOSTATICALLY CONTROLLED. 5. THE CABINET DOOR SHALL BE PRUJIDED WIM THE F0.LOWINGt a. THE WAIN ODOR OF THE CABINET SHALL INCLUDE A TWO POSITION BAR STOP AND SHALL BE SECURED WITH A BEST TYPE LOCK. THE MAIN DOOR SHALL ALSO CONTAIN A POLICE MOOR WITH A CONVENTIONAL POLICE LOCK. INSIDE THE POLICE PANEL THERE SHALL BE A SIGNAL ON-OFF SWITCH WHICH SHALL PROHIBIT ANY SIGNAL DISPLAY IN THE FIELD BUT WILL ALLOW THE CONTROL EQUIPMENT TO OPERATE WHEN PLACED IN THE "OFF" POSITION. A SECOND SWITCH SHALL BE THE AUGO-FLASH SWITCH. WHEN RACED IN THE -FLASH- POSITION, CONTROLLER POWER SHALL REMAIN ON AND CONTROLLER STALL STOP S�Vplemental Specifications (Rev 02/09/e7) Page 59 9-29.24('.) PAINTING (REPLACEMENT SECTION) THE FINISH COAT SHALL BE A FACTORY BAILED ON ENAMEL LIGHT GREY IN COLOR. THE GALVANIZED SURFACE SHALL BE ETCHED BEFORE THE BAKED ON ENAMEL IS APPLIED. THE INTERIOR SHALL BE GIVEN A FINISH COAT OF EXTERIOR GRADE " WHITE METAL ENAMEL. 9-29.24(2) ELECTRICAL CIRCUIT BREAKERS AND CONTACTORS (REPLACEMENT SECTION) THE ELECTRICAL CIRCUIT BREAKERS AND CONTACTORS SHALL BE AS INDICATED ON THE CONTRACT PLANS AND DETAIL BEETS. THE FOLLOWING EQUIPMENT SHALL BE FEATURED WITHIN THE CABINET: ' 9-29.24(2) CONTINUED 1. MAIN CIRCUIT BREAKER 2. BRANCH CIRCUIT BREAKERS 3. UTILITY PLOD (120 VOLT-20 IMP RATED) G.F.I. TYPE 4. LIGHT CONTROL TEST SWITCH (120 VOLT-15 AP) 5. CONTACTOR RELAY FOR EACH CIRCUIT 6. DOUBLE POLE BRANCH BREAKER (S) FOR LIGHTING CIRCUITS (240 VOLT) 7. ONE 120 VOLT, 20 AMP SINME POLE BRANCH BREAKER (FOR UTILITY PLUGS) B. TYPE 3-SINGLE PHASE 120/240 VOLT GROUNDED NEUTRAL SERVICE ' 9. ONE 120 VOLT 40 AMP SINGLE POLE BRANCH BREAKER (SIGNAL SERVICE) 10. COMPLETE PROVISIONS FOR 16 BREAKER POLES 11. NAME PLATES PHENOLIC BLACK WITH WHITE ENGRAVING EXCEPT TH= MAIN BREAKER WHICH SHALL BE RED WITH WHITE LETTERING. ALL NAME PLATES SHALL BE ATTACHED BY S.S. SCREWS. L 12. METER BASE SECTIONS ARE UURECESSARY 9-29.25 IWPLIFIER, TRANSFORMER AND TERMINAL CABINETS (REPLACEMENT SECTION) C THE POLE MOUNTED TERMINAL BOX SHALL BE MADE OF MOLDED FIBERGLASS. BE GREY IN COLOR, BE L ' ,APPROXIMATELY 16" HIGH x 13-7/8" WIDE z 5-7/8" DEEP AND HAVE A MINIMUM OF 16 TERMINALS ON THE TERMINAL BLOCKS. THE ROX SHALL BE WEATHER TIGHT, HAV'c A SINGLE DOOR WITH CONTINDUS HINGE ON ONE SIDE AND SCREW HOLD DOWNS ON THE DOOR LOCKING SIDE. ALL HARDWARE WILL BE STAINLESS STEEL. 9-3O.1A DUCTILE IRON PIPE (PARTIAL REPLACEMENT SECTION) PARAGRAPH 1: REPLACE "CLASS 53 and CLASS 50" WITH "CLASS 52" 9-3O.2A FITTINGS - DUCTILE IRON PIPE (ADDITIONAL SECTION CAST IRON AND DUCTILE IRON FITTINGS SHALL BE CEMENT LINED, PRESSURE RATED AS NOTED ON PLANS, AND IN ACCORDANCE WITH ANSI/AWWA C11O/A21.1O-82. CEMENT LINING SHALL BE IN ACCORDANCE WITH ANDI/AWWA A1O4/A21.4-85. ALL FITTINGS SHALL BE MANUFAZTURED IN THE UNITED STATES OF AMERICA. TYPE OF ENDS SHALL BE SPECIFIED AS PUSH-ON JOINT (TYTON), MECHHANICAL JIONT(MJ), PLAIN END(PE), FLANGED(FL), OR SCREW(S). GASKET MATERIAL FOR FLANGES SHALL BE NEOPRENE, BONAl, CHLORINATED BUTYL, OR CLOTH- INSERTED RUBBER. RUBBER GASKET JOINTS SHALL BE IN ACCORDANCE WITH ANSI.AWWA C111/C21.11-80. FLANGES (THREADED) SAL: BE IN ACCORDANCE WITH ANSI/AWWA C115/A21.15.83. IF FITTINGS ARE 3 INCHES TO 12 INCHES IN OIA METER AND HAVE MECHANICAL, PUSH-ON, OR PLAIN-ENO •- JOINTS, THE FITTINGS SHALL BE IN ACCORDANCE WITH EITHER ANSI/AWWAA C11O/A21.1O-82 OF ANSI/AWWA C153/A21.53-84. 3 INCH TO 12 IN]H DIAMETER FITTINGS WHICH HAVE BOTH PUSH-ON (TVTON), OR PLAIN-END, OR MECHANICAL JOINTS AND FLANGED JOINTS SHALL BE IN ACCORDANCE WITH ANSI/AWWA C11O/A21.1O.82 OR A COOI94TION OF ANSI/AWWA C11O/A21.1O.82 AND ANSI/AWWA C153/A21.53-84 SUCH THAT THE PORTION OF THE FITTING WITH A PUSH-ON (TYTON), PLAIN-END, OR MECHANICAL JOINT(S), MAY BE IN ACCORDANCE WITH ANSI/AWWA C153/A21.53- 84 AND THAT PORTION OF THE FITTING WITH FLANGED JOINTS) SHALL BE IN ACCORDANCE WITH ANSI/AWWA CIIO/A21.1O-82. Supplemental Specifications ;Rev 02/09/87) Page 62 9-29.16(2)E PAINTING SIGNAL HEADS (REPLACEMENT SECTION) SIGNAL HEADS, INCLUDING OUTSIDE OF VISORS AND BACK OF BALK PLATES SHALL BE FINISHED WITH TWO COATS I OF FACTORY-APPLIED TRAFFIC SIGNAL YELLOW BAKED-ENAMEL. THE INSIDE OF THE VISORS AND FRONT OF BACK PLATES SWILL BE FINISrEO WITH TWO COATS OF FACTORY-APPLIED FLAT BLACK ENAMEL. M 9-29.16(3) POLY^.ARSOINATE TRAFFIC SIGNAL HEADS - DELETE , . 9-29.16(3)A 8 INCH POLYC4RBONATE TRAFFIC SIGNAL HEADS - DELETE 9-29.16(3)B 12 INCH POLYCARBONATE TRAFFIC SIGNAL HEADS - DELETE r _9-29.17 SIGNAL HEAD MOUNTING BRACKETS AND FITTINGS (REPLACEMENT SECTION) i VEHICLE AND PEDESTRIAN HEAD MOUNTING HARDWARE SHALL BE AS INDICATED ON THE- CONTRACT PLANS AHD DETAIL SHEETS. ALL MOUNTING HARDWARE SHALL BE PAINTED WITH TWO COATS OF F'._TORY APPLIED TRAFFIC SIGNAL YELLOW BAKED ENAMEL. r„ 9-29.18 VEHICLE DETECTOR (REPLACEMENT SECTION) DETECTORS SHALL BE USED FOR ACTUATION OF TRAFFIC ACTUATED CONTROLLERS AND SYSTEM DETECTION OPERATION. DETECTORS SHALL BE EITHER MAGNETOMETER TYPE, INDUCTION LOOP TYPE, OR OTHER TYPES AS SPECIFIED IN THE CONTRACT. L 9-29.18(1) INDUCTION LOOP DETECTORS (SUPPLEMENTAL SECTION) RECTOR AMPLIFIERS SHALL BE SARASOTA MODEL 215E OR DETECTOR SYSTEMS MODEL 810A OR EQUAL. 9-29.20 PEDESTRIAN SIGNAL (REPLACEMENT SECTION) I L PEDESTRIAN SIGNAL HEADS SHALL BE THE NEON GRID TYPE, OR OTHER TYPES AS SPECIFIED IN THE CONTRACT. THE HEADS SHALL DISPLAY TWO SYMBOL MESSAGES, "HAND" (FOR THE DO NOT WALK MOM) IN PORTLAND ORANGE AND "MUM" (FOR THE WALK MODE) IN LUNAR WHITE. THE MESSAGE MODULE SHALL CONSIST OF TWO NEON GAS TUBES ENCLOSED IN A MOUSING MADE OF POLYCVIBONNTE PLASTIC. THE LENS MATERIAL 94ALL BE POLYCARBONATE PLASTIC. HOUSINGS SHALL BE DIE CAST ALUMINUM AND SHALL BE PAINTED WITH TWO COATS OF .. FACTORY APPLIED TRAAFFIC SIGNAL YELLOW BAKED ENAMEL. THE VISORS SHALL BE FLAT BLACK 14 CDIDR. ` 9-29.20(2) NEON GRID TYPE (REPLACEMENT SECTION) AL! NEON GRID HEADS SWILL BE EQUIPPED WITH Z-CRATE TYPE VISORS MADE OF POLYCARBONATE PLASTIC _ OESIGEO TO ELIMINATE SUN PHANTOM. THE MESSAGE MODULE SHALL BE PROVIDED WITH ELECTRICAL CONTACTS WHICH PLUG DIRECTLY INTO RECESSED CONTACTS IN THE TRANSFORMER ENCLOSURE WHEN THE MODULE IS IN ITS PROPER POSITION. THE POWER SUPPLY TO OPERATE THE MESSAGE MODULE SHALL BE 115 VAC WITH THE "HAND" SYMBOL (AERATING ON A 45 WATT MAX. AND THE "MUM" SYMBOL OPERATING ON A 38 WATT MAX. 9-29.21 FLASHING BEACON - DELETE 9-29.24 SERVICE CABINETS (REPLACEMENT SECTION) THE SIGNAL/STREET LIGHTING SERVICE CABINET SHALL BE AS INDICATED ON THE CONTRACT PLANS AND DETAIL SHEETS. ALL ELECTRICAL CONDUCTORS, BUSS &URS AND CONDUCTOR TERMINALS SHALL BE COPPER OR BRASS. THE CABINET 94ALL BE FABRICATED FROM GALVANIZED COLD ROLLED SHEET STEEL, WITH 12 GAUGE USED FOR EXTERIOR SURFACES AND 14 GAUGE FOR INTERIOR PANELS. DOOR HINGES SHALL BE THE CONTINUOUS CONCEALED P14 0 TYPE AND NO SCREWS, RIVETS OR ?OLTS SHALL BE VISIBLE OUTSIDE THE ENCLOSURE, THE CABINET DOOR ' SHALL BE FITTED FOR A BEST INTERNAL TYPE LOCK. THE CABINET SHALL HAVE VE4TILATION LOUVERS ON THE LOWER AND UPPER SIDES COMPLETE WITH SCREENS, FILTERS AND HAVE RAIN TIGHT GASKETS. THE CABINET GOON SHALL HAVE A ONE PIECE WEATHER PROOF NEOPRENE GASKET. Supplemental Specifications (Rev 02/09/87) Page 61 9-30,211 CONTINUED CACCEPTANCE TESTING IN ACCORDANCE WITH SECTION 53-5.3 GF ANSI/AWWA C153/A21.53-84 OR KITH SECTION 10- 4.3 OF ANSI/ANWA C110/A21.10-82 SHALL BE OBTAINED BY THE CONTRACTOR AND TRANSMITTED TO THE ENGINEER TOGETHER WITH A CERTIFICATION, ON A FORM SUPPLIED BY THE CITY, THAT ALL FITTINGS MEET THESE SPECIFICATIONS PRIOR TO INSTALLING ANY PIPE OR FITTINGS UNDER THIS CONTRACT. 9-30.3A GATE VALVES (PARTIAL REPLAC0ENIT SECTION) REPLACE PARAGRAPH 1 WITH: VALVES SHALL BE DESIGNED FOR A MINIMUM WATER OPERATII ` PRESSURE OF 200 PSI. GATE VALVES SHALL BE CLOW LIST 14, MUELLER COMPANY N0. A2380, KENNEDY, OR M&H. APPROVAL OF VALVES OTHER THAN MODELS SPECIFIED SHALL BE OBTAINED PRIOR TO BID OPENING. ALL GATE VALVES LESS THAN 12" IN DIAMETER SHALL INCLUDE AN 8" z 24" CAST IRON CITE VALVE BOX AND EXTENSIONLS, AS REQUIRED. ALL 12" DIAMETER AND LARGER GATE VALVES SHALL BE INSTALLED IN A VAAT. SEE WATER STANDARD DETAIL FOR 12" GATE VALVE ASSEMBLY VAULT AND 1" BYPASS INSTALLATION. C9-30.3E VALVE MARKER POSTS (PARTIAL REPLACEMENT SECTION) REPLACE PARAGRAPH 1 WITH: VALVE MARKER POSTS SHALL BE INSTALLED AT THE DISCRRETIOI OF THE CITY IN T)W UNPAVED AREAS WHERE THE TOP GF THE VALVE BOX COULD BE COVERED BY WEEDS, SHRUBS, WYRK OR OTHER MATERIALS. THE VALVE MARKERS SHALL BE FABRICATED AND INSTALLED IN COFF04W CE WITH THE STANDARD DRAWINGS. 9-30.5 HYDRANTS (REPLACEMENT SECTION) FIRE HYDRANTS SHALL BE IOWA, OR APPROVED EQUAL. APPROVAL MUST BE OBTAINED PRIOR TO BID OPENING. Nr 9-30.54 END C(VN CTIOJS (REPLACEMENT SECTION) HYDRANTS BALL BE CONSTRUCTED WITH MED4ANICAL JOINT CONNECTION UNLESS OTHERWISE SPECIFIED IN BID PROPOSAL DESCRIPTION. 9-30.58 HYORIWT DIMENSIONS (PARTIILL. REPLACEMENT SECTION) REPLACE PARAGRAPH 1 WITH: FIRE HYDRANTS SAL!. BE COREY TYPE (OPENING WITH THE PRESSURE) CONFORMING TO AWWA C-504-GO WITH A 6 INCH INLET AND A M.V.O. OF 5 INCHES, TWO 2 1/2 :NCH 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 4.873 AND ROOT DIAMETER 4.6263, 1-1/4" PENTAGON OPERATING MAT OPENED BY TURNING COUNTER CLOCKWISE (LEFT). A, jr P F` w SUDplemental Specifications (Rev 02/09/87) Page 63 r r c c SPECIAL PROVISIONS L r. L L CITY OF RENTON 1987 Steel Water Main Replacements in Presidents Park CSPECIAL PROVISIONS C C1-05 CONTROL OF WORK 1-05.5(2) CONSTRUCTION STAKING (SUPPLEMENTAL SECTION) Construction staking and as built notes shall be supplied by the contractors su •veyor as provided in the supplemental specifications, and paid for as "Construction Staking and As-Built Notes and Drawings, Per Lump Sum" . 1-07 LEGAL RELATIONS AND RESPONSIBILITIES TO THE PUBLIC 1-07.16 PROTECTION AND RESTORATION OF PROPERTY (SUPPLEMENTAL SECTION) Private property such as plants, shrubs, trees. fences, and rockeries within the public right-of-way or Easements shall be removed and restored to the satisfaction of the property owner. It shall be the contractors responsibility to notify each property owner when it is necessary to remove such improvements to facilitate the contractors progress, and to remove those improvements to locations requested by the property owner or to restore their, in their original location in as near original condition as possible. All lawn within the area to be disturbed by the contractors operations shall be cut with a sod cutting machine, removed and stored until the trench is k^ backfilled and compacted and then replaced. While stored the lawn shall be protected and kept watered. After replacement the disturbed lawn areas shall be watered a minimum of four (4) times a week for three weeks. The watering shall be of such duration as to soak the replaced sods thoroughly and promote good root growth. Such removal and restoration shall be considered incidental to the bid item "Remove and replace Lawn and landscaping", per Trench Foot and no further compensation will be made. 7-11 PIPE INSTALLATION FOR WATER MAINS M 7- 1.3(09)A CONNECTION TO EXISTING MAINS (SUPPLEMENTAL SECTION) All connections to exiting mains shall be made by City forces, r i i! 1 1M 7-15 SERVICE CONNECTIONS 7-15.3 CONSTRUCTION DETAILS (SUPPLEMENTAL SECTION) All existing services shall be replace by passing a high strength steel wire through the existing galvanized service and pulling the old service out while ' pulling the new copper service in. No open cutting of the road will be allowed for services unless it is not possible to replace a service by pulling, jacking or spudding. No payment for lawn or landscaping restoration will be made for services except that covered at the water main connection. All costs for restoration shall be included in the price of the service connection type 1, II, or III . 7-17 SANITARY SEWERS Replacement of existing clean-outF with new 48 inch diameter manholes will include all labor and materials to complete the replacement of existing clean outs with Standard manhole, Shallow Manhole, or Extra Shallow Manhole as required by the depth of the Clean-out, including locating the Clean-oats, excavation, placing the new Manholes, re-connecting the sewer lines as required and adjusting the casting to grade. -he unit price "Replace Clean- out with 48 inch Manhole", per Each shall be full compensation except for select back fill , if required, and pavement patching, which will be paid for !' at regular bid item prices. G. � • 8-01 ROAD SIDE SEEDING 8-01.312) TOPSOIL (SUPPLEMENTAL SECTION) Supply a minimum of 4" of Top Soil type A under all sod and as a base for w seeding. 8-01 .5 PAYMENT (NEW SECTION) The unit bid price for "Remove and replace Lawn and landscaping", per Trench Foot, and "Top soil", per Cubic Yard shall be full compensation for all labor, materials, equipment and all items required to complete the work as specified. i 1 Y I r L ADDENDUM N1 City of Renton, Department of Public Works Addendum N1 to the Contract Documents for 1987 STEEL WATERMAIN REPLACEMENT IN PRESIDENTS PARK Water Pro,,ect No. W-910 TO ALL PLAN HOLDERS: You are hereby notified of the following changes, deletions, additions, correction and clarifications to the Plans, Specifications and other documents comprising the contract documents for the City of Renton, Add the following to the Special Provisions: 8-14 CEMENT CONCRETE SIDEWALKS C8-14.4 Measurement Removal and replacement of cement concrete sidewalk and driveways shall be measured by the trench foot, i.e. by linear foot along the centerline of the trench, regardless of the width of trench or thickness of concrete. The new concrete shill ma ch the existing to line, grade and thickness. Yi Addendum ill is hereby made a part of the contract documents, and it's conditions are fully binding on the plan holder and rontractor. The contractor shall acknowledge receipt of this Addendum all by signing in the space provided below, attaching it to the proposals, and acknowledge the Addendum Al in the proposal . Received and Acknowledged: (To be submitted with proposal) 1420N ,. GILMAN GLLJ. FL�:'c?$r3 l) ISSAQUAH,WA 96027-`.�a'c7 Mon Factor Rafe r i lit le i 1J.11.03.DRT:mf 6/24/87 L I C C STANDARD DRAWINGS L i L L I. 6 A + CITY OF RENTON DEPARTMENT OF PUBLIC WORKS k i 7 4'' 7 • XMIM.-12'MAX• • N •;i 1 1� r VAT21A8LE 'L'TO�'� [' ' a .►. r L n . I� J I. 5,A C rT50TEP�CR E2JAL 1✓tED a4f2 CalvnlJrztD f 2 5-EF5 ARE TO E5F- IM PLACE BEFORE Mt-j SECTI()M5 „. A2E 1K)ffrALLED. 5 CA57IKlG TO 5E CA-'r1,APIG POUIJDW M N 50 wmli MW .50 D,/T OR EQUAL. SEE DET41L *t92 A MAFJLJOLE SE:CF10M5 TO E5E OF REjMF-oRCED PIZECA57 GXCRETE. 5. OPENING SHOULD BE ON DOWNSTRf=AM SIDE: . fr L� L SANITARY SHALLOW MANHOLE TYPE W !/87 90 CITY OF RENTON DEPARTMENT OF PUBLIC WORKS 24"■ 6" FRAME B LOCKING LID i, OLYMPIC FOUNDRY No. MH 70 D/T 1r OR EQUAL MI ADJUSTING RINGS OR BLOCKS AS REQUIRED 24 M " I 4"MIN./I2"MAIL, •a •, PRECAST VALVE • CHAMBER CONE R.C.P. OR EQUAL ;! ADAPTOR COLLAR .••• ■ y 6"/12" PIPE ��6. 4 GASKET— • ► ;r • ' III W l _ u• J r, IN PLACE BASE w SANITARY EXTRA SHALLOW MH TYPE "B" 1/87 C d CITY OF RENTON DEPARTMENT OF PUBLIC WORKS yWEB co�o� ) 1"07WRU 5PL. I�"XS" (3s"FJON 5k10 PATTERN CORE —� f 2AL ON TOP LE.T1�2S A5 SPECIFIFO UJOERSIDE 5NOWN FU2 CLARRY COVER (NON-LD-4MG) r FRAME (NoN-L l_-vWG) ! FOR ""-I1 ti.c x Iya" 5.5, 50C. WD.CAP S=W(5 25Q'Dl) 4 4 AT TERN 5Kt0 f� ,�"� �,n..T,P � ova � h/8'Typ 2'RAISED LE7TER5 � AS,Qeg'D, UNDERSIDE SHOWN MW CLARFY 34°CCt�CTiP) ON 23"QC. DRILL 4TAP 5/g"-11 N.C. I!/V MIZE (7YP) oil 23" a.C.(7YP 5 FL.) r.OV (LxxlNc,) " SKJD FRAME (LOCKING) PATMQN(TYP) 4 PATTERN II 2514-r "SEAT��— F -zw SECTION A-A gY -FOR LION-LOCkINlG J5E OLYMPIC FOUNDRY SECTION A-A #MP 50 02 I=QUAL. FOR LGC.KIIJC LiD USE OLYMPIC FOUNDIN # MJ4 W M/r 02- DUAL.. i MANHOLE FRAME S COVER DATE 5#186 SHEET 92 p . CITY OF RENTON DEPARTMENT OF PUBLIC WORKS h CA15TING-0L`IMFIC POW. �r #-mw 50 D/T OR EOUAL. 24 ADJU5TMEMT 46MIN. ' MORTAQ JOINT5 a —b°IvMN. .� R2EC/�ST 5GCTIOU t STEPS-3/4"DEFORMED 15AR M r z 1r !! N� MAX.PIFl;- 52E-21" I.D. LADDER-5rD. ALUMINUM OR GALVANIZED STEEL . —CONCRETE S!-It-LF Na MOMAR r 1LLLI +. •;r :i PRECA57 549E SEGTI o u '� ,. .. •'. : 'r: OR CA57 iW PLACE In"MIN. ';. . '.'.; •, ,•: +: +: � .:::.. . M Iw. 1 W DATE I /gT is SANITARY MANHOLE TYPICAL DETAIL SHEET 95 WI Iw nl Wt Iw a Y(rIL[ IrM 111 CLEAR M...M MTo N1015\MII[e SOIL Y.J.•I.J.AR.J.� \W,(-11 tMYD(1 COSTSICYLL ■tMaIR M YMI[ lomi. l LIAR I Kill.Y.J. W SOR will. tAR). 1 NM1 t.. IY I" S.1ly., F /t 11rIMt MORE MIS: a.aYML IR IL tNKYn MCI." IT/"I" I 'm M MMl MnYC1Ylf I MJ IMrtt ` 1. M{ IpIN AIRS AM ILYt a(Y t\tp Mo.RIM KIM*MY..YMII { xOMMY IS IRMUIO M To SM 6,WUA CAR\ TAM IIM CLASS it, a on— it"To RI1 AR m11M RID 1. MIKE 'NSA-IRSEWI M. NM.,.m IR MDI. MO LIMA. M.OI.TO"I „L 1 nMM\ SI4VI ma"IrO N M .a. t1M IN1 I w O \ -MIS or Np x s' V Yl tM ro N ww11ls.m. CLEANOUT PLAN rwlunM rIT KK.1R DROP STRUCTURE Rn � LARMI Io.MA L"YIY. - 1t•"ML ".in NR D rIYrR(IR No 4 IAM 1 IM) LnuIR"It.N altnr 1Y MIDIO g bit N cNN tlMMlµ ro Mn.I's. MORE, MIIY, all,.1 �MI NMW N111. 4 M Ull Y,)Y MARK It MlWIn1 tO la TO L T p141 RM TUBA.wed uux Yl"o L 12s t w Mtlx IMIK N E MLMIwR OCRs n\n is- fI^)wwlnt 11 040r uI D KwaticIM w M{Wi CJNL4NiC mt 11 K'b JP 1 111 Y,1. .TO . `_ Mil I 1(ifpn 4Y:1r T I NNLLts Z.w Ins +.Nnnm u^OR ft LM4I x ( re (.o\nntTl w N wwlm ISrI'LA trSTROT nI #Ulm— RNw 1wYYYIn, tYltxn (Rill YMrII STILL YR w wNv SAFETY STEP LADDER (wane l lIM WML SHORT MANHOLE MNEw was ap "•il,4.. :w•,,, I LESS THAN 4'-0" DEEP Y 0 N M.lo W.I, N000k, ID ton.,.yl D ` Y W:WIY It .WV( CnUMY WN I. y NaIN WN1. NNe Yl/.. [MI y3t I'm 1Y YL OlR(IIRt y JI-, tYMMne 10 NYR nY of T-rW1MiiN AMC'. ��r...��iiiYYY�� rem ae 1- YYK(1 uR w[OYII 10 N II' c11R MItION (CYY \0"Helm rUmo., t0. R M](Ylh S, Lle Intl.TM MI I)D m.Rn. . n MOLT of ORDINARY PIPE SEDDING IYN n.It. MCA(.YL M11 olft..1. It.. POP! SIR^ARE own,sYN\Y MIN wY W EM I11-1 CIA-. N' I.")R ITW I. wN DSIN IUlm •1. NYp, a,"w(MA YMIIILI LOCATED--I...1.114.1 MIL MR SENT Uas 1x �+ sll KNEW MITI N (IN.IMD LIS) xR w 1WI IpSS fY L IMYr / K-11 rKI.OY.R ]w W.I. L-_ n A'St. - q• w. Simon ]. MpCll IWII Ir "SIR YIwnY.V.NO, sown,m"'. MYSON SAID N MIw1 "ItWsl. Ys MtYDYNn CtR..IM TYYN.]I• �its "EM,Ims as,CIE,.11.iD00K ro I'm W IMIK AIMrtIL R MNIIl..tL KCAN w1yIll NMn in, IplYI sit, N 1 D. YMgLt IYPY.to, ,TI RIt MITAII fi W IJME.KAft + .1 N 1.111.It N(eRJMI( tM.nM W MN011 WI 4WL MM w Lli( r.N 0 IIWR1, IYUst ItgxOI( [MI Mlswl IIt.MA IIM"MR 0.NMP1.11.1 St. rn rW rD N'\0•v IMMQp vMI w "L Irwl MnIN$ III., I..In"MY1 uw v M'S MCM1 tMMY ro u1.oa0. IS at Ills ro - utna N ll.lw L, wt t,RRSMSLI KIY11 Lot tMIIMA MYR YYNN IM s•ND LAIW RDn►ES a wot rltlM MY.ow]tnun unaa �rw1 Y.I1 I 1 .11.Nll No I.111 Me tWIll IIM f4Ll M M1IM_ u .I41MI AINwe ar.1 IRA I'm o1 uv1R Mlrors II...OLI tOMIIYI MLESS To N:Ii.r 10 K SON MINID • •— . ' taUl•1 "N""'a 'MC. I IMI611 II" IpMI .� f • W.I I11 ND.I It.N.-H., SIIY tYIGAI YYMLI SE tit..h.Yl '•C.. U� nit AYDMA MSMI MITI"oo M0Y Colo sot Pl4tIeYI. t talnVtr tM(Nrl Il. l ooll.- SI C tall. 10 JWI-YY.(II [MULL uo uU, MNKLI Mu MC K cW-M."!1 w tNrtY u true ,"' Igo MIL 1011I110 WYyI"W x •c ` M.01 A. `~oMonio.WMI. ` t✓JtpO•NW Ip WYI. ), IrpP of 1)l.,R.N ..11r q IYLMIR wM[Ix ID iR0 w LMYI. STANDARD MANHOLE MAI" t0'MI`IA00 S CONCRETE ENCASEMENT tq cmull RISE, M MINIMUM 4'-0* DEEP U.M(DrrnI is PIPE BEDDING CLASSES y uLL 100 LOCATIONS MOORE YOU CIO ♦ILW LOCATORS I-SOO I24-5t5% I SEWER STANDARD DETAIL CITY OF RENTON No. m SCALE DEPARTMENT OF PUBLIC WORKS SE►TEMNER,IL< w o CITY OF RENTON DEPARTMENT OF PUBLIC WORKS Final Joint must be saw-cut I Saw-Cut or line drill 2" min. Asphalt Existing Asphalt underlying concrete Concrete Concrete ( Existing----y - - - - t.! :g. ..Tpf:. --- --- Cement Concrete 6 i<i_; , ! "! min. Cement Concrete 1 -- -- ------- -- ?.. .J - -- - - - - - - -6" min. Crushed Surfacing Conc. shall be Cl . A (3/4) - Top Course i Portland Cem. Conc. Con- forming to Sect. 6-02.3. Compacted Crushed Rock Backfill EXISTING ASPHALT CONCRETE OVER CEMENT CONCRETE 1 Final Joint /^Asphalt Concrete (3" min. ) must be saw-cut replacement patch to be thicker than previously - - - - - -I -- -- existed. Existing Asphalt 6" Min. Crushed Surfacing Concrete Top Course Compacted Crushed Rock Backfill EXISTING ASPHALT CONCRETE OVER PREPARED GRADE LFinal Joint must —Cement Concrete (B" Min. ) Replace- be saw-cut ment patch to be 1" thicker than previously existed. 'g;.v'! .�yJ_ :•i^e!.. .ram. t4 ON' Existing Cement Concrete Pavement 6" Min. Crushed Surfacing Top Course Ll Conc. shall be Cl . A (3/4) - -Compacted Crushed Rock Portland Cem. Conc. Conforming Backfill to Sect. 6-02.3. EXISTING CEMENT CONCRETE OVER PREPARED GRADE ` 1. See Sections 7-18 and 2-09 fot Patching and Backfllling Specifications. 2. All trenches in roadway areas shall be backfilled and patched with temporary asphalt at the end of each work day, unless permission is granted �. to do otherwise by the City Engineer and City Traffic Engineer. 3. All temporary patches on trenches shall be permanently patched within 2 weeks of completion of work within the roadway area. 4. Saw cu's on concrete pavements shall be made no more than one-half the depth of the existing slab. 5. Compacted Gravel Backfill Class "B" may be used upon approval of the Engineer on trenches over 200 feet in length. PAVEMENT PATCHING DETAILS DATE /87 (� SHEET 35 rpm rm I-- C""'! Furw Fr'e MBE l•r.. rl.r r�rcl �� iilYl GENERAL NOTES AZ�� " END GZO-E FLOOD LIGHTS SHOULD BE PROVIDED TO R \ CONSiRI1C710N MARK FLAGCER STATIONS AT NIGHT AS NEEDED IF ENTIRE WORK AREA IS VISIBLE FROM ONE STATION, ONE FLAGGER MAY BE USED. STEADY BURNING WARNING LIGHTS (TYPE C. MUTCDI SHOULD BE USED TO MARK CHANNEL• IZING DEVISES ..T NIGHT AS. NEEDED. q�o CHANNELIZING DEVISES ARE TO bE EXTEND- ED TO WHERE THEY ARE VISIBLE TO APPROACHING TRAFFIC. SIGNS SHOWN FOR ONE DIRECTION ONLY. � ALL DISTANCES BETWEEN SIGNS TO BE t. w20-7A ,A IW20-74P •3' FLAGGER / 7 AHEAD ON 6E0•E END 4[Y ` ONE AD W20-1 CONSiROCi �� AHEAD �\ ROAD \�/ g15TRUCiION W2^-1 AHEAD LEGEND W ■ CNANNELIZING DEVICES FLAGGER — TRAFFIC CONTR21_-ELAN TYPICAL APPLICATION OF TRAFFIC CONTROL DEVICES ON A TWO-LANE HIGHWAY WHERE ONE. LANE I$ CLOSED AND FLAGGING IS PROVIDED. �. y.: a1 RIM MM"AlOb-09111160 All ... �:,_-... 1l��R ��I t�1�1tI�� R�1� AAA, a�1�'.MiSdI6N�4'.n9��iIAtNI+O'2VM�d"d'M �.y�... ,:•' GENERAL NOTES ROAD U2 7LE ♦ ♦ _. ONSTR(1CT w2o MINIMUM TAPER LLNGTH(L)INFEET AHEAD 1000 ( I !O S pnmS 40 SNadlmpA) i6 43 60 n5 LEFT LAN 1000 I I ENO ID13:- :1-65 0 205 210 430500i550 W20-5(L) CLOSED STRUCT Ot0-2 U 225rr w1-Sill If0 24 320 34 60 660 wzo 5l) 0 EFT LAN L 1e e The maximum spacing Mlwen enanM941np do- CLOSED --• O rina In a taper OMuN M nearly 44ue1 In 0.41 L w O b IM speed limit. the meJmum spacing be- 0 _1e -•., ,' bHn [nannelibe Hari-** used ld 11Pelsre � balhc Mauls b 2 Ilmo the $pus Ilmll. W4-2(R) YOR ,li p!: : Wp-I Pawm•re marRlnp ne I.the 4ppllc at hMCA i might mm4 conlvHsn In IM minds al wMCM -�. M.P.H apommt Shall M r4morN or obllleulee as e o O O + soon am procllcaMe. Temporary markings Pall o e _ 1 M wed 4* nec.ssa,F. 0 0l__ w4-2f1) .leas burning aaminp IIpMS(Type C, YUTCD) a Mwld be used la man chane•Ilclag devices } 2 al nigh at ns40ed. j W20.76) a Flashing warning Ilpnb one/w flags may b4 IGHT L and to tell eI14T1an term 4arn 'np •Ipn4. END I t o CLOSED Sig., hit 3(L).We'7".We 200 •na —3-1- azo-2 o ST01J K Nol<"Blatt on Or4n90'en P56E 44n pan 4Anb. 5 Where aarb4ry *Data ere Inure then 30m1b. rewn4 curve sign$(w1.41 sMuld be IMod. GHT W20-5(R) CLOSED All distant,* between *Ipn$ to bet. 0 L AHEAD EGEND 0 so e (hannHl$Inp tl•dco ROAD lD7 S*4uenllcl arrow upn w20-1 STRLICT -- * lVa2 L AHEAD TRAFFIC—CONTROL PLAN TYPICAL APPLICATION-FOUR-LANE UNDIVIDED ROADWAY, WHERE HALF THE ROADWAY IS CLOSED. balm TYP. SIGNS BARRICADES USEpADWAY CONSTRUCTION AREAS ECRO ��, ROAD CLOSED ROAD CLOSED TO ROAD AHEAD T14RU TRAFFIC LOCAL TMAFFIC OKL CLOSED 6o"xso" 60"X 30" 46�X3G� LOCAL BLK.ON SIINER(REFL.) BLK.ON SILVER(REFL.) BLK.ON SILVER IREFL, TRAFFIC ONLY ROAD ROAD DETOUR CLOSED CONSTRUCTIO ' ORANGE 111 BARRICADE!' IR AHEAD AHEAD TYPE 111 BARRICADE ORANGE ON SILv�� IREFLJ AHEAD 48"%4B" 46"X 46" �• � oQ: 46"X 48" BLK.ON ORANGE(REFLI BLK`REFL.) gL.'-(REANG F�� OAE 48"X24• 46"X24" TYPE 1 BARRICADE 46"X 48" BLK.ON ORANGE BLK. ON ORANGE ORANGE ON SILVER IREFL.) IREFL.) (REFL.) BLK.OH ORANGE TYPE 11 BARRICADE (REFL) ORANGE ON SILVER IREFL.) ROAD X X CONSTRUCTIO ENO I DETOUR AHEAD CONSTRUCTION M.P.N. 60"%24" 46"x 16" BLK.ON ORANGE BLK ON ORANGE 24"X24" 25 (REFL.) IREFL.) BLK.ONORANGE LOCAL MEW M.P.N. I TRAFFIC DETOUR ONLY VERTICAL PANEL JORTA6lE ORANGE ON SILVER I6" TRAFFIC DELINEATOR 30"X 36" (REFL.) CONE 46"%16" ORANGE ORANGE BLK.ON ORANGE BLKiREFO�ARGE II-+ I ►� F L�/� ►�tr !,fll r�uu � 1 r GENERAL MISCELLANEOUS DETAILS VALVE OPERATING OUT EXTENSION DETAIL 1 In Mft tram�T I• NAME Q ii a 114. DID. in•mt.rMCa11fL 11 ii r 1[r4 sm. LMI-M KY01KD. in-KI.TI1CIRif. Lb Il tVALVEdf4Ttpi M flrlRl a01f �y0•SET NtIY. rLRRt1a5 Y(N^IryN^slamF( Nirt �JI It Itrl miss•N(( UI RO KLM 11.1s1I4 IIIO[, tti[xsldN Aft l0 BEI IIaIV M t OII It) Iw'M 01t 04 111ta)d IO ■YafO Ka t40. }I/V 1aI0(Raf1MKaI. I ln'01)M. NAT 4l t0 IW. M"m Iaal 4 SK(L t0(D AS YM(D,M NIM•(C IN C0 Ylin GENERAL NOTES THAT 11N CLAIM lf utiD•}i}11 �Y a IKan[o n Muw.nK rrn CM GENERAL BE ON ALL s-.MNDYto tow. WATER PLAN SETS MK4L arts 1. xlt YN rY•41a stall r In tlMry W l .el.IY as".w fYt,rlM- VALVE MARKER POST taw a1 tr fits K I.ww Vil n)ew..e_wt w tr I.rat«1nY.1 ta. El EVATIONS w s4.rynN Asia yK11.uKla. L all lastlw N Y4hM K\11tIM plp1,M.r 'ftw w ft.Ylt Y 1M Ylll•KLO•'a•...wU4f 114 Y N•fl}Y.Lry.w.M ' I4It1!M N 1. M10 NrK s,NtYIrwY t .11 Nb•Y1n Kr Y r«Ywl 11M bt1111 rMn Yr LIIM\M N 4N1 t«t'L 411.51.11K or I~•NIf1M.YI.LNY[UW W C!1 r•Y• I lnly w LNI <YI\M tMll 1l14poiP Y Mt Lt1A.).Y IKNI yIIIM. 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Maas w Ail Y N MW wLi.M,Nrlt It I Karr f0[Kr( KNa01NM.H tr fltf N Mw. w4 L R d YNMfD(�.dOlV 10. 41 Msial !Y Y4K44«M\Y Y KYIMIOaM H lM C14.r Mw. SIIIII K MMA .IIx NI.) N)J1. :Y)IM)Id4 Irate o. Pl w..Mryry aaNY4!w rtK44 Y r I.rMN H iM.Mvvi.r w SPECIFIED K In MsMtfIK 14N Co. r r lnm!1N 4 p4 rnhu4w r doNr(C[Wk.It 1K DINl 1111t1 K ItI II 11, IrYIt,".111 N Kaarl lNt.N.•..raaM4lIK N tr CM1.r I.wIM .IfM NLL(s rC WI O 1011It E 1K a4t[ It.411 As Ir aftvuw'.Na.laY1M 4 N111 tN All" AY•tMf ND sYll 1C SI14t[C t.I 11l Ito Katq- 4 ) ) Ml! S.yrlflCb lONrld nISIM[ID N a.aM la..n111.a v YNI1111y.11 flllNati! tat a4rt r4l II KNI.fTfKILt0 d THE IL flVNM Y LEVY•1 t 1 1 M Ip>vl)1r Tq IK.nM(.3"t,Nla•N).101AS !.M14 NaNtMR.KN. Y 11•IU.N1:a�v Na.N IN IK tMM CO. r1M.aatDI EMAL rice I,MS(Nlr,rt MIIR INrW1 \µ M WATER STANDARD DETAIL. r CITY OF RENTON DEPARTMENT OF PUBLIC WORKS Packet Last Revised 8&4646 /Z//8/ { 1{wYrl rYl r{T.7'.r New,a.YF'Yn NiT jaa m u T.," aaYn am, '{ IaTYI F4Y aa[.. • a. 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Z_J LJ FIRE HYDRANT ASSEMBLY L J {q FILL L FIRE HYDRANT LOCATION IN CUT OR FILL I V WATER STANDARD DETAIL POTAL V CITY OF RENTON my T. {. . DEPARTMENT OF PUBLIC WORKS i n CONCRETE BLOCKING SIZING PROCEDURE ti V•wl.r.Ya tots1•Nt1Yy\l•M y1 F rr NI.1.1«r.IM1 W'IM«•I w.rwI YN«wiII Y1 Y nNaI.t.•Yrr•I wMfpI«In~M aIIw•ry .I{.I YM Nw•a In II � _ F. I II• CAP •�� 1. fY alYly p««Yn 1{Ip wlpwltl !t.• W\+ .r pM Y{rrlw«t.M.rl•rlr\,i•IWI,rY«nIrY lY\YMr+p1•lI 1. Y11 l, Too,Yrpt"oo 1W { Y, fY1 YM.klWot" YIY . «r YY. 'I •- [. l,I.Otf ' •MN14.i rp•.Yf IIN a IW • , .1. ! •nrYl In Its is ,\rl v (fr l• q Nt•Is FNrly yp.n I�•IIaI"Y. ry. (Too,.!1 Y •YLU N tr«w In INI • •IM Yf W{n,Y Miw Mt Mr yIY, IY{IY is IY,.Y+ 1.Its It. I."I,= V•at t.MI \� F. •YYw•I Ir LYant•brNa IYY Y {. .rlr IwN+•r w tFw. l iv \ INY L ow LMD fM/0 sYp.el T[[It •F ,: J t Y3 Ka Y It 1. otonlllY town" IF�� KMD 000 KNO I w«N 4.ar•,. 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L ' WATER STANDARD DETAIL PART- aWK,w on CITY OF RENTON 2/u/ec .eI ro MCA" DEPARTMENT OF PUBLIC WORKS lrrr►►.•wr r Type'a'Bber.y 1fyyp�1 i Bink b 1q"• 77't•9C ve"tcd e..s tr 111.1 ,••ri vtlnp e..s pp pve � S tl � a aoo 1• �( Y tvwuu,n f 1 is 0 tR•Vi 6 10 C 1 "•' V 370 1120 a e' n ti 41 C I K 2 RHOS 17 2ao 11 ilk 10 1 Ew j Al 7 Y k 1 • „� pCeN�nb�G"•C� 1 gi ♦ 1- r t ppp t i Ty tr e'tco 6q F h.aY v.,�sa( Ir,1af )'Ve�'8+eri+q Y iy ba br •Y vence�Be,+d W� 1 ve s d L e� , b , 45 3o �, t 1.r 32 &1 I E200 1 S tl v I 5---=i •. NOM r' TuRNBucict.ES SN•u— i� BE USEn STANDARD DETAIL FOR BLOCKING OF CONVEY VERTICAL BEND 2/Z/k DEAD MAN BLOCKING WITH SWAC"LE • S ROO To tAA I 1 1 1 I� .w•r. I +Iawr I uW.rw r Iw rr AC A AOCKM44 492!2 p0 W COIAhny, T Nr1 •II•Y 1� nw r J'W—r/Ir i/Iw, r wo PLAN ly"Ift LYt er Kim M. 9p k r/nae%,w CC, vft C r w/un w m I.rw./win r \� r<nr urw ` r Wr�rtl �r ' nw r rw�r/ IwrK\ — � 1.!' f0 rr.UK.. 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TMf f o a tr iww w.a wfpfrfare a eM. aMd+awrYon _ ow COW aMCM. fnr ar a wonuaw wr0up+f%x rl/+f omoa S.MfY.MMSWTO i 525-/1A p KO-16247 W rgdy D+Mrf h allal�IrE.rfr 1rOr.A Miwl. M PROCEN FLOW OVAPAAAt 1 OlaMdyrMm Ch F % a mop t) i Ewa a SwoN forr.MrraM Crenlrp.ro wr.+fbMoa tit wi r.f ffOrt Ik " WATER STANDARD DETAIL CITY OF RENTON IN DEPARTMENT OF PUBLIC WORKS w.f. fY I♦ m r,-n PW4 ow" raw r•a po" an am m !! SOU", OR WEST NORTu OR EAST I1 mm -U n I D r , i o RY 5EWE2 4efm1w 3AlUTL4 y I D O t � 0 n `COMMUNICATIOUS I :2M WATER m MH PUD SEWER :)WATER CiENERAL7ELEPW0KIE \ 0 z STREET LICE-MIW;i m N TELEMETRY MAIU>IZ" c m z TRAFFIC SIGNAL IATTEQ m COWRIECT GA5 2 10' MIU. 00 x 0 I.ALL UTILITIES BURIED 36c" MIN. DEPTH;. cA 0 S D m --4 rn m o� , ' (AlE�. COST DATA AND INVENTORY FOR VTILITIES - CITY PROJECTS 7967 1,.res.,04-. ,5 F',s,r�•� City Project Numbers: W- Name of Project As required for year end statistical data for annual reports, the following information is furnished regardine costs and inventory for utility inprovements installed for the above referenced project. WATER SYSTEM: o b Length Size ype y 3zS-7 L.F. OF 8 or WATERMAIN _ !p� 5-a L.F. OF (O of WATERMAIN 4sa L.F. OF 4`" oz WATERMAIN ri L.F. OF WATERMAIN tS EACH OF s " GATE VALVES 3 EACH OF GATE VALVES 3 EACH OF q ^ GATE VALVES K I,i5 oc�4.SS SUBTOTAL ; `b EACH OF _" ri Io FIRE HYDRANT ASSEMBLIES $_ G-7 . 2U (COST OF FIRE HYD-IANTS MUST BE LISTED SEPARATELY) . zoz. � t �t . 75' TOTAL COST FOR WATER SYSTEM SANITARY SEWER SYSTEM: Length Size Type L.F. OF SEWER MAIN L.F. OF SEWER MAIN L.F. OF SEWER MAIN EACH OF DIAMETER MANHOLES TOTAL COST FOR SANITARY SEWER SYSTEM S 9 7 Z ` - 00 M O STORM DRAINAGE SYSTEM; a Length Size Type H r L.F. OF STORM LINE y L.F. OF STORM LINE tie L.F. OF STORM LINE m L.F. OF STORM LINE I� TOTAL COST FOR STORM DRAINAGE SYSTEM ; y K ro x to n H Submitted By: W Project Engineer Submittal Date: 'In lieu of listing all utility improvements installed, itemized pay estimates or spread sheets may be attached hereto if applicable costs and inventory are highlighted and totals are shown above on this form. <a6euoos COST DATA AND INVENTORY FOR UTILITIES - CITY PROJECTS City Project Numbers: W- Name of Project As required for year end statistical data for annual reports, the following information is furnished regarding costs and inventory for utility inprovements installed for the above referenced project. P— WATER SYSTEM: y H Length Size Type ISc)9 L.F. OF L.• " tTl WATERMAIN ( 1 "t2� L.F. OF 4- " %-rL- WATERMAIN rti,t,� L.F. OF " WATERMAIN L.F. OF _ WATERMAIN S EACH OF _4 _" GATE VALVES y EACH OF to GATE VALVES 0 EACH OF GATE VALVES K SUBTOTAL S 4 EACH OF FIRE HYDRANT ASSEMBLIES $ (COST OF FIRE HYDRANTS MUST BE LISTED SEPARATELY). TOTAL COST FOR WATER SYSTEM S_ SANITARY SEWER SYSTEM: Length Size Type L.F. OF SEWER MAIN L.F. OF SEWER MAIN _ L.F. OF SEWER MAIN EACH OF DIAMETER MANHOLES TOTAL COST FOR SANITARY SEWER SYSTEM $_ STORM DRAINAGE SYSTEM: Length Size Type ~ r N L.F. OF STORM LINE ryi �— L.F. OF STORM LINE tv _ L.F. OF ^" STORM LINE L.F. OF STORM LINE I� TOTAL COST FOR STORM DRAINAGE SYSTEM $ _ H K b x M 0 q H Submitted By: w Project Engineer Submittal Date: "In lieu of listing all utilit; improvements installed, itemized pay estimates or spread sheets may be attached hereto if applicable costs and inventory ate highlighted and totals are shown above on this form. piL r co" cN — 1 /0 y i. 3 g/ PHONI'=J M �� A.M. FOR ///LfCC..� r ..' •. DATE y..L'i._TIME /•u�. S�P.M. OF "TELEPHONED NED PHOE Y AL N L EASE CALL MESSAGE /«L-+.. 1.. ��/ ..!.i�s.!11C WILL CALL AGAIN �. t CAME _ TU_SEE YOU WANTS -_ TO SEE YOU SIGNED Tones rprxnaW3 OF RF+A PUBLIC WORKS DEPARTMENT MUNICIPAL BUILDING 200 MILL AVE. SO, RENTON,WASH, 98055 U y� Z z DESIGN/UTILITY ENGINEERING - 235-2631 v i TRAFFIC ENGINEERING DIVISION - 235-2620 A09,rf❑ SEP-Teo TD: Sh8in & A s0 iaL DATE: JOB NO,: 506 Second Avenue, Ste. 140 RE: Seattle, Washington 88104 _ATTN; Cindy Hahn GENTLEMEN: WE ARE SENDING YOU a ATTACHED o UNDER SEPARATE COVER VIA THE FOLLOWING ITEMS: o SHOP DRAWINGS a PRINTS ❑ REPRODUCIBLE PLANS o SPECIFICATIONS o COPY OF LETTER a COPIES DATE rNUMBER DWIPTION AND REMARK i90 Capital Improvemen� Pia& THESE ARE TRANSMITTED AS CHECKED BELOW: D FCR APPROVAL o APPROVED AS SUBMITTED o RESUBMIT COPIES FOR APPROVAL o FOR YOUR USE a APPROVED AS NOTED c SUBMIT COPIES FOR DISTRIBUTION o AS REQUESTED a RETURNED FOR CORRECTIONS o RETURN i CORRECTED PRINTS a FOR REVIEW AND COMMENT a o PRINTS RETURNED AFTER LOAN TO US COPIES TO: SIrMD icnaei A. BUT'.( TITLE Engineering Spe_4 aihsL IF ENCLOSURES ARE NOT AS NOTED, KINGLY NOTIFY US AT ONCE c700 9~ 1 7,sc see o to 7p,,,s %A$ e t a h�✓ March 7 1988 so Renton City Council Minute Page 71 CAG: 88-006, Shattuck City Clerk reported bid opening 3/2/88 for Shattuck Avenue S. Sewer Avenue S. Sewer Project Project, Phase II (Houser Way to S. 4th Street); 12 bids; Engineer's estimate: Phase 11 $150,689,78. Refer to Utilities Committee. Annexation: Covenant City Clerk transmitted notification from King County Boundary Review Church Board approving Covenant Church Annexation, located on SE Carr Road between Talbot Road S. and 104th Avenue SE. Refer to Ways and Means Committee for ordinance. Community Event: Executive Department requested waiver of fees for permits during Renton Renton River Days River Days '89. Refer to Community Services Committee. Police: Jail Contract with Police Department requested approval of jail contract with City of Hunts Hunts Point Point. Refer to Ways and Means Committee for resolution. Police: Jail Contract with Police Department requested approval of jail contract with City of Normandy Normandy Park Park. Refer to Ways and Means Committee for resolution. Rezone: Covenant Church Policy Development Department requested public hearing be set on 4/4/88 to Annexation consider imposition of R-1 zoning on Covenant Church Annexation property, located on SF, Carr Road between Talbot Road S and 104th Avenue SE. Council concur. CAG: 87-048, 1987 Public Works/Utility Engineering Department submitted CAG-048-87, 1987 Presidents Park Steel Presidents Park steel Water Main Replacement; and requested approval of to e Water Main project, authorization for final pay estimate in the amount of $80,642.44, Replacements, *W-910 commencement of 30-day lien period, and release of retained amount of $9,801.14 to contractor, Grant Construction Co. if all required releases have been received. Council conc. CAG: 87-016, Central Public Works Department/Utility Engineering Department submitted CAG- Business District 24-Inch 016-87, 24-inch CBD Transmission Main; and requested approval of the Water Transmission Main, project, authorization for final pay estimate in the amount of $93,877.19, aW-900 commencement of 30-day lien period, and release of retained amount of $12,265.89 to cortractor, Grant Construction Co. if all required releases have been received. Council concur. MOVED BY KEOLKER-WHEELER, SECCKDED BY REED, COUNCIL ADOPT THE CONSENT AGENDA EXCLUDING ITEMS 6.G. AND 6.N. CARRIED. Item 6.g. City Clerk submitted latecomer agreement requested by Glacier Park for cost Latecomer Agreement: of constructing portion of Oakesdale SW from SW 43rd Street to a point north Glacier Park, Oakesdale of SW 41st Street. Upon Council inquiry, Mr. Parness advised that latecomer SW agreement can be requested for cost of improvements which exceed those required of the develcper. MOVED BY REED, SECONDED BY MATHEWS, COUNCIL REFER THIS MATTER TO THE PUBLIC WORKS DEPARTMENT, UTILITIES COh1MITTEE (STORM LINE AND WATER LINE PORTION) AND TRANSPORTATION COMMI=FE (PAVING AND STREET LIGHTING PORTION). CARRIED. Item 6. n. Public Works Department requested Council review of additional major cross Streets: Swith 192nd valley arterial at South 192nd Street (south 55th Street), SR-515 to SR-167. Street Cross Valley Upon Council inquiry, Mr. Parness advised that the subject arteria! has been Arterial planned for many years and is not intended to replace the SE 27th connection designated on Six-Year Transportation Improvement Plan. MOVED BY REED, SECONDED BY MATHEWS, COUNCIL REFER THIS ITEM TO TRANSPORTATION COMM1TTEIr. CARRIED. CORRESPONDENCE Added corresponden,e was read from Public Works/Utility Engineering Utility: Maplewood Golf Department requesting emergency authorization to drill two additional wells Course Emergency Well at Maplewood Golf Course to supplement water production capacity lost as a Drilling result of contamination of Well #3. Due to anticipation of lengthy construction time for the two wells, it was requested that the project be declared an emergency in order to circumvent the bidding process. MOVED BY HUGHES, SECONDED BY MATHEWS, COUNCIL REFER THIS MATTER TO UTILITIES COMMITTEE. CARRIED. i i 4 4 1 . 11s111 I Hill � ill�l ■� : �� '�1�i1��.s ■.� .1� �1111111111n■ ■ ,►�ill..�9 111111111® 1 WIii�ill AVE.1111111/r-; 1 !== 1111111 11 sill©111■It.� NOTICE OF NEW FIRE HYDRANT IN-SERVICE NAME OF DEVELOPMENT 24 WOomarrl- J ADDRESS t►r4 `�' INSTALLATION CONTRACTOR — WATER PROJECT NO. NUMBER OF HYDRANTS — t HYDRANT LOCATIONS (�tH, F,,,y "&��kj (FOR FIRE DLPT. USE ONLY) I HYDRANT NO. 2. ?ra 4. 5. 6. INSPECTOR _ 4 w1A GRANT CONSTRUCTION - UNDERGROUND UTILITY CONTRACTOR GRANTC '246P1 SUITE 2853, 1420 N W GILMAN BLVO ISSAQUAH. WA 96027 (2061 2 26-04 1e September 23 , 1987 Mr. Ron Olsen City of Renton 200 Mill Avenue So. Renton, Washington 98055 Re : Quotation for 8" D . I . watermain installation at 12 Monterey P1 . N.E . Dear Ron; We propose to f .rnish all material , equipment and labor to construct the above referenced project. With the exception of the City furnished hydrant for a lump sum tee of $ 11 ,900.00 plus washington state sales tax. ! sincerely; j/ � . Richard E. Grant �i CITY OF RENTON "LL FINANCE DEPARTMENT Barbara Y. Shinpoch, Mayor Maxine E. Motor, City Clerk September 2, 1987 Mr. Richard Grant Grant Construction 1420 NW Gilman Boulevard, Suite 28.); Issaquah, WA 98027-5327 Re: Bid Award - 1967 Steel Water Main Replacements in President Park Dear Mr. Grant: At its regular meeting of July 27, 1987, the Renton City Council accepted your overall low bid for the above-referenced project in the amount of S169,821.69. To enable prepar?tion of the contract documents, please submit an undated performance bond, insurance certificate, and proof of City and State licenses to Project Engineer Dave Tibbot, Engineering Department (235-2631). If you require further assistance in this matter, please feel free to contact the Project Engineer. Sincerely, CITY OF RENTON �l Maritytt J. Petersen Deputy City Clerk cc:✓Project Engineer Dave Tibbot C/�p�(,�, tuE L�-O-n rr,l,�SL�cfx, �t P SEF 3 188T 200 Mill Avenue South • Renton, Washington 98055 - (206) 235-2501 CITY OF RENTON FINANCE DEPARTMENT Barbara Y. Shinpoch, Mayor Maxine E. Motor, City Clerk September 2, 1987 Ms. Judy Coluccio V & J. Inc. 4616 S. 200th Kent, WA 98031 Re: r'd Award - 1987 Steel Water Main Replacements in Presidents Park Dear Ms. Coluccio: At its regular meeting of July 27, 1987, the Renton City Council accepted the low bid submitted by Grant Construction in the amount of 5169,821.69 for the above-referenced project. Thank you for your interest and your bid. Sincerely, CITY OF RENTON '-'� 9�h--� MaMyn J. Petersen Deputy City Clerk cc: Project Engineer 200 Mill Avenue South - Renton, Washington 98055 - (206) 235-2501 '3- CITY OF RENTON FINANCE DEPARTMENT Barbara Y. Shinpoch, Mayor Maxine E. Motor, City Clerk September 2, 1987 Mr. Gene K. Pape Pape & Sons Construction, Inc. 9512 State Highway 16, NW Gig Harbor, WA 98335 Re: Bid Award - 1987 Steel Water Main Replacements in Presidents Park Dear Mr. Pape: At its regular meeting of July 27, 1987, the Renton City Council accepted the low bid submitted by Grant Construction in the amount of $169,821.69 for the above-referenced project. Thank you for your interest and your bid. Sincerely, CITY OF RENTON Maril�i J. Petersen Deputy City Clerk cc: Project Engineer 200 Mill Avenue South - Renton, Washington 98055 - t206) 235-2501 �y �- CITY OF RENTON FINANCE DEPARTMENT Barbara Y. Shinpoch, Mayor Maxine E. Motor, City Clerk September 2, 1987 Mr. Carl Di Orio Di Orio Construction Company, Inc. P.O. Box 649 Maple Valley, WA 98038 Re: Bid Award - 1937 Steel Water Main Replacements in Presidents Park Dear Mr. Di Orio: At its regular meeting of July 27, 1987, the Renton City Council accepted the low bid submitted by Grant Construction in the amount of $169,821.69 for the above-referenced project. Thank you for your interest and your bid. Sincerely, C1TTYY OF RENTON Marilys/J. Petersen Deputy City Clerk cc: Project Engineer 200 Mill Avenue South - Renton, Washington 98055 - (206) 235-2501 CITY OF RENTON 7R FINANCE DEPARTMENT Barbara Y. Shinpoch, Mayor Maxine E, Motor, City Clerk September _, 198 i Mr. Del Monte Miller Del Mar Construction Company 15624 7th Avenue East Tacoma, WA 98445 Re: Bid Award - 1987 Steel Water Main Replacements in Presidents Park Dear Mr. Miller: At its regular meeting of July 27, 1987, the Renton City Council accepted the low bid submitted by Grant Construction in the amount of $169,821.69 for the above-referenced project. Thank you for your interest and your bid. Sincerely, CITY OF RENTON gJariersen Deputy City Clerk cc: Project Engineer 200 Mill Avenue South - Renton, Washington 98055 • (206) 235-2501 INTEROFFICE CORRESPONDENCE Date September 1, 1987 TO: Dave Tibbot, Engineering FROM. Maxine E. Motor, City Clerk SUBJECT: CAG-048-87 - GRANT CONSTRUCTION CO. - 1987 Steel Water Main Replacements in Prea:dents Park - W-910 -------------------------------------------------------- ® We return herewith fully executed document(a), as above- captioned, copy of which we have retained for our official public records. Copies should be forwarded to Grant Coastruction Co. and the other for your file. Pursuant to your memo of we return herewith documentes) , as above-captioned, which have been signed by City Officials and need to be forwarded for further execution by a We return herewith recorded document(s), as above-captioned, copy of which we have retained for our official public records. Copies should be forwarded to appropriate parties and retained as necessary for your files. Please file a fully executed copy with the City Clerk's office EJ fc: our permanent records when received. Thank you. MEM:¢p gn cc: Enclosures (4) P.,.,CONSTRUCTION CONFERENCE PROJE^,T: 19£+ 7 �Q�f /✓44 �r 424?n,P /c�c �i.i� r DATE: / g .-� 1 ADDRESS/LOCATION: PROJECT A 9/G PERMIT # WORK ORDER p SO Z 2 *****##****k***#**#*R#*k+##**k*#k**k**kk*kk#kk#kk*k*##kkk*#k*#R*******####*k#**#k*# T80:F IN ATTENDANCE NAME COMI'ANY PIIONE 23F- z�� l YIUI�L c=y aas -Air s _ A out 6A ouF� �� E 1ch 23_5-�6sL 1 r✓YJe �c tSoy�_ _Cr7S �flc�NTo,� Seu.t� n.,�/ ',.��` �G �L/ d _.a35-124�11;2_ r , TO DATE SCHEDULING AND NOT171CATION REQUEST FOR PRE-CONSTRUCTION CONFERENCE NAME OF PROJECT: 1"? 87 I'm r'sl or,_. rs P,4 rL w- INSTALLATION: r.1 s r L_ W A;6 CL 1Z TE P,^^ s �A=. 7� LOCATION: (>I"or a 04uR Nff - NR GQ& PL- 7b hIP io C7. 1. Set Date t-10N 8 - 3l- 67 _ and Time f l :a o ► H 2. Call Harriet in Mayor's office to book Confererce Room q-M Floor 3. Notify Appointed Inspector A • G 4 Pow 2 4. Notify Contractor/Developer C:, 2+4ti+T C-6 . 37-. 5. Fill out attached ,orm, make appropriate number of copies, and route to City personnel rp for to meeting date. Notify the following City Departments: Design Engineering Fire Department Police Department _ _ Street Department _ Traffic Department _ %./p Utilities D�; artment _ Water Shop Sanitary Sewor/Field Other 6. Telephone the following outside companies: Phone Number Department of Transportation 9-&4 4234 4 f3•6112.i ✓ Pacific N.W. Belt Company 3otL ,r Puget Sound Power & Light Company 255-2464 X 4999 4 3SS- ,i Teleprompter Cable TV Company -033 "" 6 9 su6 - 228 ` 118o rk Washington Natural Gas Company 622-6767 x 249 Metro-Bus Routes —t=� (Mr. O'Brien or Mr. Nelson) Other G84-j693 MEMORANDUM To Maxine Motor City Cl rk Date— 08-31-8J From - David Tihhot. Fnginearina Subject _ Water Proiect No. H-910 - Presidents Park Steel katermain Replacement Attached for signatures are five copies of the above referenced contracts, which have been signed by the contractor. The contract has been approved for legal form per the City Attorney. DRT:mf Attachments i E a i P`` Ay T CITY OF RENTON Lawrence J. Warren, City Attorney Daniel Kellogg - DoAd M. Dean-Mark E. Barber -Zanetta L. Fontes-Theodore R. Parry Assistant City Attorneys August 27, 1987 AUG 23 t:;8) WARREN&KELLUGG BY TO: Dav d Tibbot, , oject Engineer PROM: Lawrence J. Warre-, City Attorney RE: Water Project No. W-910 1987 Presidents Park Steel Watermain Replacement Dear David: I have reviewed the above contract and it is approved as o legal form. Lade J. Warren LJW:nd Encl . cc: Mayor N8. 16: 45 Post Office Box 626 - 100 S 2nd Street - Renton, Wa! 6) 255-8675 OF RF ti J " z PUBLIC WORKS DEPARTMENT DESIGN/UTILITY ENGINEERING • 235-2631 ?� � $ MUNICIPAL BUILDING 200 MILT-AVE.SO. RENTON,WASH.98055 0 Qb, ON,-ED SEPISO;. BARBARA Y. SHINPOCH MAYOR MEMORANDUM DATE: August 31 , 1987 TO: Richard C. Houghton, Public Works Director Police Department, Traffic Division Lee Wheeler, Fire Department Jack �umley, Street Department Ray Sied, Water Department John Stein, Street Department Gary Morrison, Sewer Department John nalston, Traffic Engineering Gary Norris, Traffic Engineering Bob Bergstrom, Utility/Design Engineering Ron Nelson, Building Department FROM: Donald G. Monaghan, Design Engineering SUBJECT: PROJECT UNDER CONSTRUCTION 1987 Presidents Park Steel Waterman Replacement PROJECT: 1987 Presidents Park Steel Watermain Replacement DEVELOPER: , DavCity id R.of RTibbot 235-26314 CGnTRACTOR: Grant Construction 1420 N.W. Gilman Blvd. , #2853 Issaquan, Wi, 98027 391-5698 Emerg. No 392-9823 FOREMAN: Glenn Pritch, d 255-5557 Ken Wilson 392-4202 CITY OF RENTON INSPECTOR: Abdoul Gafour 235-2631 1J.07.AG:mf ;r OF R'6. o PUBLIC WORKS DEPARTMENT DESIGN/UTILITY ENGINEERING tp 235-2631 r{{, MUNICIPAL BUILDING 200 MILL AVE. SO. RENTON,WASH.98055 O QD. P AOq,rEO SEP-(&16 BARBARA Y. SHINPOCH MAYOR MEMORANDUM DATE: August 24, 1987 TO: Larry Warren, City Attorney FROM: David Tibbot, Project Engineer SUBJECT: WATER PROJECT NO. W-910 1987 Presidents Park Steel Watermain Replacement x Attached please find a copy of the contract for the above subject project which advisehas as toelegalcuted by form as weant wouldnlikecto start thdisyou jobpasase sooneasew and possible. 1H.3.04.DRT:mf Attachment cc: Richard C. Houghton, Public Works Director Q .� P�S GRANT CONSTRUCTION UNDERGROUND UTILITY CONTRACTOR GRANTC '246P t SURE 2853. 1420 M.W. GILMAN BLVD. ISSAQUAH A t 98027 12061 226 0418 August 24 , 1987 Ladies and Gentlemen: Grant Construction has been awarded the contract to replace existing water mains and services . We will begin construction on August 27th with the arrival . f pipe and begin excavation on Monday August 31. Construction should take approximately 60 calender days. If you have any questions concerning the above work please call Richard Grar at 391-5698. The City of Renton Project Manager : ^r . David Tibbot and the field Inspector is Abdot Safour. They may be reached at 235-2631. After hours emergency calls should be d_rected to the Police Dept. dt 236-2600. 40 '_ CITY OF REN rON PUBLIC WORKS DEPARTMENT Barbara Y. Shinpoch, Mayor Design/Utility Engineering August 3, 1987 Grant Construction 1420 N.W. Gilman Blvd. Suite A 2853 Issaquah, WA 98027 SUBJECT: 1987 Presidents Park Steel Watermain Replacement Water Project No. 910 Ladies ani Gentlemen: At it's regular mee'ing of July 27, 1987, the Renton City Council accepted your bid for 1987 Presidents Park Steel Watermain Replacement , Water Project No. 910, in the amount of $169,821.69. To enable preparation of the contract documents, phase submit the fulJowing: 1. A list of name, address, phone number and emergency phone number for: Responsible Officer, Job Foreman, Bonding Agent. 2. Corporation letter or Resolution giving names of those authorized to sign contract and samples of their signatures. 3. Photo copy of current State Contractor's License (not master license). 4. Photo copy of current Renton Business License 5. *Five contract bonds on Renton forms, UNDATED, date to be filled in when signed by the Mayor. 6. *Five signed contracts also UNDATED. Also, to allow for a noti=e to pro.eed as soon as possible after the contract is signed, I will need a list of Droposed subcontractors and materials suppliers. Please not-e th*t since only one-half of the original F.copa_oL Work is being awar�ted, only one-half of the proposed working days are allowed in the egclpsed contract (thirty (30) instead of sixty (60) days). Very truly yours, David R. Tibbot, Project Engineer DRT:mf Enclosures* 20C Mill Avenue South - Rentou, Washington S ,055 - (206) 235-263! t t� &$ �-�- CITY OF RENTON PUBLIC WORKS DEPARTMENT r Barbara Y. Shinpoch, Mayor Design/Utility Engineering July 21, 1987 Earl Clymer, Chairman Members of the Utilities Committee SUBJECT: 1987 PRESIDENTS PARK STEEL WATERMAIN REPLACEMENT — W-910 Dear Committee Members: The bid opening fur the subject project was held on July 8, 1987. A tabulation of the bids received is attached hereto. The project is budgeted for $150,000,00 in the 1987 Water & Sewer Construction Fund. It is recommended that the low bid, submitted by Grant Construction in the amount of $169,821.69 be �rcepted and the contract for the subject project be awarded to said contra( .or. Very truly yours, Richard C. Houghton, Public Works Director 1J.15.DRT:mf Attachments 200 Mill Aveuu: South - Renton, Washington 98055 - (206) 235-2631 r UTILITIES COMMITTEE COMMITTEE REPORT `r 9 i _ Y 1987 PRESIDENTS PARK STEEL WATERMAIN REPLACEMENT - W-910 } Referred 7/13/87) i k r The Utilities Committee concurs in the recommendation of the Public Works Department to accept the low hid of Grant Construction in the amount of $169,821.69. The Committee also recoi,.,nends that the Mayor and the City Clerk be authorized to execute the contract documents. Earl Clymer, Chairman Robert Hughes, Vice- hairman Nancy Mathews, Member 1J.15.DRT%mf BID TABULATVDN SHEET PRO J EC T • 1987 Steel Wate Yain Replacements in Presidents Park DATE *- 7,8187 BIDDER EE° MBE BID Del Mar Const. Co. 1 624 7th Ave. East Tacoma Wash. 98445 Di Orio Const. Co. , Inc. Z 2 a $ 7 . 3 0 P.O. Box 649 Maple Valley, WA 98038 Grant Construction ' 1420 N.W. Gilman Blvd. Suite 2853 Issaquah, WA 98027-5327 Pape b Sons Construction, Inc. 3 2 2 '�g d^ • Z 9512 State Highway 16, Gig Harbor, WA 98335 V s J, Inc. 4616 S. 200th Kent, Washington 98031 IT IV CXZ S_J CO��j �P ADDENDUM Nl City of Renton, Department of Public Works Addendum M1 to the Contract Documents for lgol STEEL WATERMAIN REPLACEMENT IN PRESIDENTS PARK Water Project No. W-910 TO ALL PLAN HOLDERS: You are hereby notified of the following changes, deletions, additions, correction and clarifications to the Plans, Specifications and other documents comprising the contract documents for the City of Renton, Add the followinn to the Special Provisions: 8-14 CEMENT CONCRETE SIDEWALKS 8-14.4 Measurement Removal and replacement of cement concrete sidewalk and driveways shall be measured by the trench foot, i .e. by linear foot along the centerline of the trench, regardless of the width of trench or thickn ess of thickness.concrete. . The new concrete shall match the existing to line, grade Addendum N1 is hereby made a part of the contract documents, and it's conditions are fully binding on the plan holder and contractor. The contractor shall acknowledge receipt of this Addendum $1 by signing in the space provided below, attaching it to the proposals, and acknowledge the Addendum M1 in the proposal . Received and Acknowledged: (To be submitted with proposal) ---------------------- ontractor Date 1J.11.03.DRT:mf 6/24/87 CCOUPATIONS FOR FEDrE AL WAGE RATES FOR BUILD_ ING OCNISMU"'TION Except with counties 5,21 and 77. 850 ❑ Asbestos Workers(BLDG.) 910 ❑ Painters(BLDG.) 855 ❑ Boilermakers(BLDG.) 915' _❑ Plasterers(BLDG.) 660 ❑ Bricklayers; Marble Setters (BLDG.) 920 ❑ Plumbers(BLDG.) 865 ❑ Carpenters(BLDG.) 925 ❑ Roofers(BLDG.) 870 ❑ Cement Masons(BLDG.) 930 ❑ Sheet Metal Workers(BLDG.) 872 ❑ Drywall Finishers (BLDG.) 935 ❑ Soft Floor Layers (BLDG.) 875 ❑ Electricians(BLDG.) 940 ❑ Sprinkler Fitters (BLDG.) i 880 ❑ Electronic Technicians(BLDG.) 945 O Terrazzo Workers;Tile Setters (BLDG.) 885 ❑ Elevator Mechanics(BLDG.) 950 ❑ 'i le, Marble,&Terrazzo Finishers (BLDG.) 890 ❑ Glaziers(B' OG.) 955 ❑ Landscape Construction(BLDG.) 895 ❑ It sulation Applicators (BLDG.) 960 ❑ Laborers(BLDG.) 900 ❑ Ironworkers(BLDG) 965 ❑ Power Equipment Operators(BLDG.) i 905 ❑ Lathers(BLDG.) 970 ❑ Truck Drivers (BLDG.) FEDERAL WAGE RATES REQUEST INSTRUCTIONS: 1. When the contract includes federally furled highway and building construction,request the State and Federal rates on front of this form as well as the above Federal rates. NOTE: This opt on requires two computer runs. 2. When the contract includes only federally funded building construction, request state rates on the front of this form as well as the above Federal rates. NOTE: This option requires two computer runs. I 3. When the contract includes building construction in the Counties EXCEPTED above,the Federal rates are obtained by submitting a 308 form to the U.S.D.O.L.,Washington DC. Request state rates from the front of this form. i t+�t. DOT FORM 221-008A(X) SIDE2OF2 REVISED 7/86 s Phone requests y WAM RATES RBQU$ST 1 AN T64-4191 (SCAN=443) District vu: Rtate Aid L�. title block (38 per line) Fed. Rates* ES I u A agency: State Rates �K contact: -- - L W RTE h Ell phone, - i2 rc AA e E u E��r dlsa Cj Both only 0 i ❑ ADAMS 17❑ DCLIG Aq 33 W KING 49 C3 PACIRC 65 ❑ STEAM 03 ❑ AS071N 19 ❑ FERRY 35 ❑ KITSAP 51 ❑ Pe DCREILLE 67 E3 , 4-RSTCN 05 ❑ B941M 21 ❑ FRANKLIN 37 ❑ KITTITAS 53 ❑ Pam£ 69 ❑ WAHKIAKUM 07 ❑ CI-CAN 23 ❑ GARFIELD 39 ❑ KL ICKITAT 55 ❑ SAN JUAN 71 ❑ WALLA WALLA 09 CICLALL.AM 25 ❑ GRANT 41 ❑ LEYWS 57 ❑ SKAGrr 73 ❑ WH47OCIiA 11 ❑ CLARK 27 ❑ GRAYSHAABOR 43 ❑ LlNCGYN 59 ❑ SKAMANIA 75 ❑ WHITTu1AN 13 ❑ COLUMBIA, ®❑ ISLAND 45 ❑ MASON 61 ❑ 340HONMSH 77 ❑ YAKIMA 15 ❑ v"C AUM 31 ❑ JEFFEFtSON 47 ❑ OWJXy 63 ❑ SFOKANE 99 ❑ ALL(Except those marked) OCCUPATIONS FOR STATE WAGE RATES FOR ALL CONSTRUCTION OCCUPATIONS FOR FEDERAL WAGE RATES FOR HIGHWAY CONSTRUCTION U10 ❑ Asbestos Workers 310 ❑ Insulation Applicators 630 ❑ Sheetmetal Workers 030 ❑ Boilermakers 330 ❑ Ironworkers 635 ❑ Sign Men . Mectical 050 ❑ Bricklayers & Marble Masons 350 Laborers 640 ❑ Sign Hangers& Painters 070 ❑ Carpenters 370 X Landscape Constructon &Constr. Men 090 ❑ Cement Masons 390 ❑ lathers 650 ❑ Soft Floor Layers 100 ❑ Communication I ech. 430 ❑ Mason Tenders, Hod 670 ❑ Sprinkler Fitters-Fire 110 ❑ Divers &Tenders Carriers & Mortarmen Prevention 130 ❑ Dredging Workers 440 ❑ Millwright & Machine 710 ❑ Sun Screen Installers & Erect rs Window Tinter,. 140 ❑ Drywall & Acoustical 450 ❑ Painters 720 p purveyors Applicators /� 150 ❑ Diy:Yall Finishers 490 ❑ Plasterers 730 XTeamsters 170 ❑ Electricians 510 ❑ Plasterer Tenders 770 ❑ Terrazzo Workers & 230 ❑ Elevator Constructors 530 ❑ Plumbers & Pipefitters Tile Setters 250 ❑ Fence Erectors& Laborers 570 �(Power Equip.OP. 790 ❑ Tile, Marble 3 Terrazzo 260xFtaggers 590 ❑ Refrig. & Air Conditioning Helpers 270 ❑ Glaziers Mechanics 820 ❑ Traffic Control Stripers 610 0 Rooter& Waterproofers 290 ❑ Inland Boatman 620 ❑ guilders& Ship 830 ❑ Well Drillers and Repairers Irrigation Pump Installers NOTE: SPe instructions on reverse side for requesting Federal Wage DOT FORM 221.008A (X) SIDE 1 OF 2 Rates for contracts that i zlude building contruction. REVISED .B6 ti. OF R�`1 �y z PUBLIC WORKS DEPARTMENT DESIGN/UTILITY ENGINEERING 9 235-2631 z MUNICIPAL BUILDING 200 MILL AVE.SO. RENTON,WASH.98055 y b. $99TFO SEPTEoO , BARBARA Y. SHINPOCH MAYOR MEMORANDUM DATE: April 28, 1987 TO: Ray Sled FROM: Dave Tibbot SUBJECT: 1987 PRESIDENTS PARK STEEL REPLAC,EMLNT Ray. Please count .he services in Presitlents Park as shown on the enclosed plans, and give me i count of copper vs. galvanized services for the contract on the watermain replacement project. H.2.15.MB:mf closure President"S' Park 1987 Steel Water Main -W-91-0 4 Replacement Date: 23-Dec-87 ity of Renton . lublic Works Department 1987 Presidents Park Steel main Replacement City of Renton Contract)., BID DATE July 8, 1987 Engineers Estimate Grant Construction Co It-, B Description Unit Est. Unit Bid Unit Bid No. No. Quantity price Amount price Amount 4 01. 8" Ductile Iron Pipe (Tyton Joint) Lineal Feet 3305.00 22.00 $72,710.00 26.22 186,657.10 t 02. 6" Ductile Iron Pipe (Teton Joint) Lineal Feet 10.00 19.50 $195.00 $0.00 OWN �. 03. 4" Ductile Iron Pipe (Tyton Joint) Lineal Feet 500.00 17.50 $8,750.00 24.84 $12,420.00 . 04. 8" Gate Valve with Cast Iron Each 15.00 450.00 16,750.00 385.00 $5,775.00 111 Valve Box ui. 6" Gate Valve with Cast Iron Each 4.00 350.00 $1,400,00 275.00 11,100.00 Valve Bux 06. 4" Gate Valve with Cast Iron Each 3.00 300.00 $900.00 225.00 1675.00 Valve Box 07. Standard Fire Hydrant Assembly Each 8.00 .500.00 112,000.00 1,400.00 111,200.00 09. 2" Permanent Blow-off Assembly Each 3.00 750,00 12,250.DD 715,00 12,145.00 09. Cement Concrete for Thrust Blocking Cubic Yards 10.00 100.00 11,000.00 0.01 10.10 10. Asphalt Concrete for Pavement and Tons 265.00 85.00 $22,525.00 O.CI $2,65 Driveway Patching 11. 5/8" Crushed Rock for Backfill, Tons 500.00 12.54 $6,250.00 0.01 15.00 and Top Course 12. Remove and Replace Cement Concrete Trench Feet 140.00 25.50 $3,570.00 8,00 $1,120.00 Driveway and Sidewalk 13. Remove and Replace Lawn Trench Feet 2600.00 15.50 140,300.00 0.01 $26.00 14. Remove and Replace Cement Concrete Lineal Feet 60.00 7.50 $450.00 10.00 $600.00 Curb and Gutter Datl: 23-Dec-B7 .•. ity of Renton . Public Works DeparUent 1987 Presidents Park Steel Main Replacement City of Renton Contractor BID DATE July 8, 19v Engineers Estimate Grant Construction Co Item 6 Description unit Est. unit Bid unit Bid No. No. Quantity Price Mount Price Amount IS. Bank Run Gravel for Trench Backfill Tons 1300.00 7.50 19,750.00 0.01 $13.00 16. Top Soil Cubic Yards 300.00 4.50 $1,350.00 9.00 $2,700.00 17. Water Service Type I Each 31.00 250.00 $7,750.00 186.00 15,166.t0 18. Water Service 'vpa II Each 56.00 350.00 119,600.0 252.00 $14,112.00 19. Water Service Type II Each 1.00 450.00 1a50.00 280.00 $280.00 20. Construction Staking and As-Built lump Sum 1.00 J500.00 13,500,00 Z,000.00 13,000.00 Notes and Drawirgs 21. Replace Existing Sanitary Sewer Each 6.00 2200.00 $13,200.00 1,500.00 19,000,00 Clean-Outs w/ 48 inch Dia. Manholes Sub Total 1234,650.00 1157,096.85 Sales Tax B 8.11 $19,006.61 $12,724.84 Total $253,656.65 $169,821.69 R Date: 23-Dec-87 City of ken.on Publi ,rk5 Deoartnent Page: 3 i TO: FINANCE OIRECIOR FROM: PUBLIC NORXS DIRECTOR CONTRACTOR: Grant Construction CONTRACT NO.CAG 048-81 ESTIMATE 00. 1 PROJECT: N-910 1"1 Presidents Park Steel Water Main Reolacenent I. COBTRACTOR EARNINGS TTEIS ESTIMATE $117,805.21 2. SALIS TAX P 0.08 19,512.22 J. (DIAL CONTRACT AMOUNT IRIS ESTIMATE NI127�717,R13 I. EARNINGS PREVIOUSLY PAID CONTRACTOR $0.00 S. 'EARNINGS DUE CONTRACTOR THIS ESTIMATE $111,914.95 6- SUBTOTAL - CONTPVTOR PAYMENTS $111,914.95 1. REIAINAGE ON PREVIOUS EARNINGS $0.00 B. "RIIAINAGE ON EARNINGS THIS ESTIMATE $5,890.26 9- SUBTOTAL RETAINAGE __- 15,890.26 10 SAES TAX PREVIOUSLY PAID 10.00 11. SAES TAX DINE THIS ESTIMATE 19,542-22 0. SUBTOTAL - SAES TAX 19,512.22 1 (95% x LINE 1) ........:::....:_ e: (RETAINNA: 54) GRAND TOTAL $127..Ul.43 FINANCE DEPARTMENT ACTION: PAYMENT TO CONTRACTOR (Lines 5 and I11: ACCT.1 $4211000/15.516.38.65.15 1121,451.17 1 1 )121,157.11 RETAINED AMOUNT (Line 8): ACCT.1 '/211000/15.596.3e.65.15 15,11W.26 1 l — $5,190.26 ---------------- ---------------- TOTAL IRIS ESTIMATE: $121,311.13 CHARTER 116, LABS OF 1145 CITY OF RENTON CERIIFICATIOI 1, THE UNDERSIGNED 00 HEREBY CERTIFY UNDER PENALTY OF PERJURY, THAT THE MATERIALS HAVE BEEN FURNISHED. THE SERVICES RENDERED OR THE LABOR PERFORMED AS DESCRIBED HEREIN, AND THAT THE CLAIM IS A JUST, DUE AMD UNPAID OBLIGATION AGAINST THE CITY OF RENTON, AND THAI I AM AUTHORISED TO AUTHENTICATE AND CERTIFY TO SAID CLAIN SIGNED; Date: 23-Dec-87 City of Renton . Public Works Department Pap: 1 Proiect: W-910 1987 Presidents Park Steel Water Main Reoiacement Contract Number. CAG 048.87 Contractor Grant Construction Estimate Number: ; Closing Date• Sect 16, 1987 Itea Bars Description T unit Est. Unit Previous Previous This This Total Total NO. No. k Quantity price Quantity Amount Quantity Amount Quantity Amont 01. 8" Ductile Iron Pipe (Tyton Joint) Lineal Feet 3305.00 26.22 0.00 0.00 3178.40 83337.65 3178.40 83337.65 02. 6" Ductile Iron Pipe (TYtOn Joint) Lineal Fit 10.00 50.00 0.00 0.00 li.00 550.60 11.00 550.00 03. 4" Ductile Iron Pipe (Tylon Joint) Lineal `eet 500.00 24.84 0.00 ;.00 494.00 120 2k.56 484.00 12022.56 04, 8" Gate Valve with, Cast Iron Each 15.0D 385.00 0.00 0.00 15.00 5775.00 15.r" 5175.00 valve Box 05. 6" Gate Valve With Cast Iron Each 4.00 275,DD 0.00 0.00 3.00 825,00 3.00 8:, 00 Valve BOX 06. 4" Gate Valve With Cast Iron Each 3,00 225.D0 0.00 0,00 2.00 450.00 2.00 450.00 Valve Box 07. Standara Fire Hydrant Assembly Each 8.00 1,400.00 0,00 0,00 8.00 11200,00 8.00 i12D0.DD 08. 2" Permanent Blaroff Assemlily Each 3.00 715.00 0.00 0.00 3.00 2145.00 3.00 2145.00 09. Cement Concrete for Thrust Blocking Cubic yards I0.00 0.01 0.00 0.00 0.00 0.00 0.00 10. Faphalt Concrete for Pavement and Tons 265.00 0.01 0.00 0,00 0,00 0.00 0.00 Driveway Patching 11. V8" Crushed Rock for Backfili, Tons S00.00 0.01 0,00 0.00 0.00 0.00 0.00 and Top Course 12. Remove and Replace Cement Conn ate Trench Feet 140.00 6.00 0.00 0.00 0.00 0.00 0.00 Driveway nd Sidmmalk 13. Remove and Replace lain 'renal feet 2600.00 01 0.00 0.00 0.00 0.00 0.00 Date: 23-OK-87 Citv of Renton . Public works Department Page: Project: W-910 1987 Presidents Park Steel water Main Replacewn: Contract Number: CAB W-87 Contractor Brant Construction Estimate Number: 1 Closing Date: Sept 16, 1987 Item Bars Description T Wit Est. Unit Previous Previous This This Total Total NO. No. % QMtiCY Price 0uptity hount Quantity haunt Quntity taut 14. RM"and Replace Cam', Concrete lineal feet 60.00 10.00 0.00 0.00 0.00 0.00 0.00 QA And Gutter is, Bank Run Gravel for Trench Back fill Tons 13W.00 0.01 0.00 0.00 0.00 0.00 0.00 16. Top Soil Cubic Yards S00.00 9.00 0.00 0.00 0.00 0.00 0.00 17. water Scrvtce Type I Each 31.00 166.00 0.00 0,00 0.00 0.00 0.00 18, liater Service Type 11 Eacn 56.00 252.J0 0.00 0.00 0.00 0,00 0.00 19. water Service Type TI Eacn 1.00 280,00 0.00 0.00 0.00 0.00 0.00 20. Construction staking and As-bwlt loop Sun 1.00 3,000.00 0.00 0.00 0.50 1500.00 0.50 1500.00 Notes and Drawings 21. Repla-e Existing Sanitary sawyer Each 6.00 1,500.00 0.00 0.00 0.00 0.00 0.00 Clean-Duts w/ /8 inch Dia. Marwhales Sub Total SDA0 1117,805.21 1117,805.21 sales Tax 8 8.11 to,X $9,542.22 19,5/2.22 Total 10.00 S127,347./5 1121,3/7./3 Date: 23-Dec-87 ("''ity of Renton . Public Works Department 84th Ave S Steal main Replacement City of Renton Contractci BID DATE Oct 21. 1987 Engineers Estimate PAPE 6 SONS CONST, INC Item Bar Description Unit Est. Unit Bid Unit Bid No. No, Quantity Price Amount Price Amount SCHEDULE A 001. 65 12' Ductile Iron Pipe (linear Foot 1300 38.00 149.400.00 23.80 130,940.00 Two Joint 002. 65 12' Gate Valve w/2' by pass !Each 2 1200.00 12,400.00 1,850.00 13,700.00 003. 65 8' Gate Valve w/Cast Iron Valve BcxlEach a 750.00 $3.000.00 $50,00 $2,200.00 004. 65 6' Gate Valve w/Cast Iron Valve Be%Itinear Foot 2 450.00 $900.00 4DO.DO $800.00 005. 65 Bank run Gravel for Trench Backfi111Ton $40 7,50 14,050.00 8.50 14,590.P0 006. 65 518 minus Crushed Rock for PavementlTon 490 12.50 $6,125.00 12.00 15,880.00 Patching And Shoulder Restoration And Trench Backfill 007. 65 Asphalt Concrete Class 'B• for (Ton 21 85.00 11.1z5.pG 47.50 1997.50 Paveme It Patching 008. 65 Water Service Type 1 (Each 350.00 $550.00 335.00 $335.00 009. 65 Water Service - Type II /Each 19 65C.00 $12,350,00 425.00 18,075.00 010. 65 Water Service Type III (Each 1 750.00 1750.00 475.00 $475.00 011. 65 2` Water Service without meter (Each I 1250.00 11,250.00 195,00 $795.00 012. 65 Air and Vacuum Valve IEach 1 850.00 1850.Dc 1,075.00 $1,075.00 013. 65 Rock Retaining Nall for Fire 1s9uare Yard 35 35.00 $1,225.00 63.00 $2,205.00 Hydrant 014. 65 2' Permanent Blow-off Assembly $Eac1 2 150.00 1700.00 975.09 11,950.0U Date: 23-Dec-81 City or Renton Public Marks Department 84th Ave S Steel Main Replacement City of Renton Contractor BID DATE Oct 21, 1987 Engineers Estimate PAPE I. SDNS CORSI. INC Item Bar Description Unit Est. Unit Bid Unit Bid No. No. Quantity Price Amount Price Amount 015. 65 Solid Rock Excavation #Cubic Yard 50 65.00 13,250.00 1.00 $50.00 ST Sub Total SCHEDULE A $88,385.00 $64.067.50 Tx 8.1% Sales Tax $7,159.19 $5,189.47 t IT Total SCHEDULE A 195,544.19 569,256.91 i, 4 SCHEDULE 8 001. 65 12" Ductile Iron Pipe (linear Foot 1400 15.50 $21,700.00 7.75 $10,850.00 Tyton Joint 002. 65 8' Ductile Iron Pipe Tyton Joint #linear Foot 84 12.50 2t,u50.00 11.00 19,14.00 003. 65 6' Ductile Iron Pipe Tyton Joint #Linear Foot 35 8.50 $291.50 10.00 $350.00 004. 65 5' N.V.O. Fire Hydrant Assembly $Each 6 450.00 $2,700.00 1,060.00 16,360.00 Complete ST Sub Total SCHEDULE 8 $25,747.50 $18,484.00 T% 8.1% Sales Tax $2,085.55 $1,497.20 TT Total SCHEDULE B t27,833.05 $0,981.20 Total all Scheduals 1123,377.24 $89,238.17 DATE 10-12-87 CITY OF RENTON P.O.No. 40853 REQUISITION DEPT. PUBLIC WORKS/Utility Engineering ACCT. 421/000/15.596.38.65. 15 $ $1,000.00 VENDOR NO. ACCT. $ PHONE NO. 838-3474 VENDOR NAME AND ADDRESS VENDOR "REMITTANCE" ADDRESS BENNEIT PS&E SAME P.O. Box 1037 Puyallup, WA 98371 QTY. DESCRIPTION IN DETAIL `J„fi Ah1OUNT L.S. President Park Watermain - Shattuck Ave. NE/NE 6th to NL 7th St. and cul-de-sac to the North. Field Survey and base map preparation, topographic ana enterline survey, locate all City and private utilities, locate, right-of-way and lot line, rovide survey notes in bound K&E books, prepare mylar base maps at 1"=20' horizontal . Project Group 2/87/f11 N.O. 44949 LUMP SUM 51,000.00 CONFIRMING PURCHASING TO ORDER AUTH. BY: DATE 10-12-87 CITY OF RENTON P.0.No. 40854 REQUISITION — DEPT. PUBLIC WORKS/Utility Engineering ACCT. 421/000/15.596.38.65.15 $ 1,400.00 VENDOR NO. ACCT. $ PHONE- NO. 838-3474 VENDOR NAME AND ADDRESS VENDOR "REMITTANCE" ADDRESS BENNETT PS&E SAME P.O. Box 1037 Puyallup, WA 98371 Y. DESCRIPTION IN DETAIL ANMW President Park W t rm in -_NE 7th St./Union Ave. NE to Shelton Ave. NE. — Field Surypy and base map preparation, topographii; and rlin survey, — locate all City and private p 9ht-of-wa and lot lines, nrovide survey notes in tound 0E books, pceparelar base maps at _ 0. t4949 LUMP SUM $1,400.00 PURCHASING TO ORDER AUTH. BY: DATE 10-12-87 C I T Y O F R E N T 0 N P.O.No. 40855 REQUISITION DEPT. PUBLIC WORKS/Utility Enaineerino ACCT. 421/000/15.596.38.65.15 $ 600.00 VENDOR NO. ACCT. , $ PHONE NO. 838-3474 VENDOR NAME AND ADDRESS VENDOR "REMITTANCE" ADDRESS BENNETT PS&E SAME P.O. Box 1037 --Puyallup, WA 98371 Y. DESCRIPTION IN DETAIL AMUMT L.S. President Park Watermain - NE 6th P1 . and Tacoma Av(! NE to Shelton Ave. NE. Field Survey and base map preparation, tnographic locate all City and private utilities locate right-of-way provide survey notes in bound K&E books prepare m 'lar b� maps at 1"=20' horizontal . Project Group 2 87 #3 W.O. /4949 Lump SUM CONFIRMING ' PURCHASING TO ORDER AUTH. BY: DATE j6-12-87 CITY OF RENTON P.O.No. 40856 yy REQUISITION t DEPT. PUBLIC WORKS/Utility Engineering ACCT. 421/000/15.596.38.65.15 $ 600.00 VENDOR NO. ACCT. $ PHONE NC. 18fd kkX 838-3474 VENDOR NAME AND ADDRESS VENDOR "REMITTANCE" ADDRESS G BENNETT PS&E SAME P x 1 37 Puyallup, WA 98371 Y. DESCRIPTION IN DETAIL AMOUNT Aye. NE to Redmond Aye. NF Fipld S(irvp� and base map prpparation. topographic and enter' sur lo-ate all City and private utilities. locate right-of-way and Tot lines tes in bound K&E books. prepar r base maps at antal . Project Group 2187/94 k.O. 44949 LUMP SUM $600.00 CONFIRMIN6 PURCFASING TO ORDER AUTH. BY: DATE_10;.12-87 CITY OF RENTON P.0.No. 40857 REQUISITION DEPT. PUBLIC WORKS'Utility Engineering ACCT. 421/000/15.596.38.65.:5 $ 1,400.00 VENDOR NO. ACCT. $ PHONE NO. 838-3474 1 1 VENDOR NAME AND ADDRESS VENDOR "REMITTANCE" ADDRESS F BENNETT PS&E SAME I P.O. Box 1037 Puyallup, WA 98371 Y. DESCRIPTION IN DETAIL AMOUNT L.S. President Park Watermain Queen Ave. NE from NE 8th St. to NE 9th St. Field Survey and base map preparation, top9graphic and centerline survey, locate all C ty and rivate utilities, locate ri ht-of-way and lot lines, provide survey notes in bound K&E books, prepare m lar base maps at 1"=2-' horizon`al . Project Group -/87/#5 W.O. #4949 LUMP SUN $1,400.00 CONFIRMING PURCHASING TO ORDER AUTH. BY: t Luc Testing Laboratories, Inc Invoice 940 Sault IAnnev Sllcel.Scallle.WaslllnQkm'98108 12061767-5060 Chemistry Microbiology and Technical Services City of Renton Utility Engineer Invoice #91519 200 Mill Avenue South September 30 1987 Renton, WA 98055 For the analysis of WATER -------------- E108.00 during the month of September, 1987 ---------------'_- *8148058 - 8148073 g/r/SO C / GJ - 9%`�' /3,•SD o G vn siy&oG� !tip 78� tonr# yV4-0 = ! l�• is iygoG9 71,-Er 13 cJ • q10 Ijo4SD i CHARTER 116, LAWS OF 19C5 1t �Qg• �0 �y,.c.vttr L J/S/�f CITY OF RENTON CERTIFICATION d I. THE UNDEnBIDNED DO HE►EIV C[RnIN UNDER P:NALTV of PERJURY, THAT THE YATEn1Al8 HAVE y (w"kL�{.� •�/L�C,/(�"C"O/��l r �3�•�^ • /��rJ PEEN NRNIBHE D, THE BE6VICEB RENDERED O^• THE UBOR O RiCRYEO AS DESCRIBED WREIN, AND THAI YHE ADAN ST THE CRT JUST. DOE DRENTON. UAND P THAT TION SA HONIED] 7� A�THEN71 D CEREW i0— W CIONAL AaNrD OCT 6 1987 Enmu.mw:OFPT. CID OF 011011 Net 30 Days SA"Ha ay yl M a,wl,fan`y,,hall TM Xtlu 4eblilY iM,!IalMlalmil9 W Iia m,N M MIINRRE allows Saw REwEEER Small Mill" MaU ma a,rleE IA!amovd d II�N imo+'a fEtYdE MY YlaTylla NEED alw. apua U) -410 l�un(hbsv ,tw . «i 'Pr SyAin�'s 1?4k.i, SYcd t&- mm n --- — _ _ uaranY rjn%ir(utim IVA alL �Vwsr-44 areal to pob,aE a wrU Shaped and kxnl4um a�,arAnca wilh �6 S.,.rurrhn� O o,"hi - 2 Mavry Qil ��d.ole�Ard eras a% reIW%ed ,n 4, IfOC)AL p.ovilims 1?.pav arA Mega er .mod areal ack"d A 6y back h,t - wt v ine rs . I 1 V G e. l e?rmoIle alb hvd,oSoodrneY ovc,epra,y �ior, {�yd,en+t 03(kk6to � �MJeu�a� , �eW and o tr ,urh,r60 V 5 ��ar Au iY,,e�h,�t rovc.i t. AAiu�� Va��r �i.r �w blow-. age"Iw orA eap with A/I''oA 4hnad. GrIvey an� �alK va�vc �ooxA aL NE �µ A fi �ke�Irer� NE 'I / ,i g• IYIysaN O1�lu l ronUrb �6ahn� � LinSI'ap 41' NE � t (�luun Ave WE , Q - lvl%Vml 11\A(py,d rdear11 Rq"helL is +ft„ - (64 t Ui Wvnw.d NE yo. Sweep rnwA tlr0 JA,+'. �VV^ 0A BSU�t} Kla&s U1i6tO p.,\frV .f„MA'o 1� �1 tEunn 6 6V4 S4 +U,( Sakq*YA /hVlfael,anlS . f V 1t • So6,.iV as- �ad6 ones an rrgw"ek uw JreelV e,6•Ma .. �.e DSHS 13173191Eu STATE OF WASHRNGTOIC/Tf, 1 DEPARTMENT OF SOCIAL AND HEA SERQW� WATER BACTERIOLOGICt'tAS SAMPLE COLLECTION: READ INSTRUCTIONS ON 0A 1(OF G OPY if instructions are not followed,sari;lIii wilrbe reject DATE COLLLI_ECTE YEAR TIME COLLOFEOD COUNTY MAge MONTp �c1 AM ❑ PM O TYPE OF SYSTEM IF PUBLIC SYSTEM,COMPLETE: PUC CU CUSS •` BLI❑ INDIVIDUAL I.D. No. "� , 5 L T 2 3 4 .,...�I,btl . NAME OF SYSTEM r SPECIFIC LOCATION WREM SAMPLE tMKLECTE SYSiFM ON]NER/MGR WA[♦ IELB11dE IO. 1-7 pis SAMPLE COLLEC LNarnel '— UI.t ��— SOURCETYPE ❑ SURFACE ❑ WELL ❑ SPRING ❑ PURCHASED COMBINATION or OTHFR SEND REPORT.TQ:IPr,nt Full Neme.Ade,efa ma Do CWO, C j - WASHMOTON I TYPE OF SAMPLF I[a.r�unn m inn�yumry { T. ❑ DRINKINGWATER ❑ Chlorinated(mesloual'.—TOtal_Free) l[ check treatment--) ❑ Filtered 11----II Y.� El Untreated or Other RAW SOURCE WATER ' 3. NEW CONSTRUCTION or NETMIR6 I 4. OTHER(Spec-tv) COMPLETE IF THIS SAMPLE IS A CHECK SAMPLE PPEVIOVS IAS NO. PREVIOUS SAMPLE COLLECTION DATE_ REMARKS. LABORATORY RESULTS(FOR LAB USE ONLY) MPN-COLIFORM STO PLATE COUNT SAMPLE NOT TESTED BECAUSE' MPN DILUTION TEST UNSUITABLE ❑ Sample Too Old /100 ml T. ❑ Confluent Growth ❑ Not in Proper Container ME COLIFORM - 2. ❑ TNTC ❑ Insufficient Read �00 ml Provided nPlease Read --� Instructions on Form FECAL CGLIFORM 3. ❑ Excess DeWis ❑ MEN ❑ ME 4. ❑ ❑ /10D ml FOR DOWING WATER SAMPLES ONLY,THESE RESULTS ARE: 2 SATISFACTORY ❑ UNSATISFACTORY SEEAEVERSE SIDE OF GREEN COPY FOR ExP!ANATION OF RESULTS LAB NONO. DATE TRW RECEIVED- RECEIVED sv DATE REPORTED LABDNATOR : REMARK i WATER SUPPLIER COPY ., OSHS 13113(11111II STATE OF WASHINGTON DEPARTMENT OF SOCIAL AND HEALTH SERVICES WAWATER BACTERIOLOGICAL ANALYSIS - MPI.E COLLECTION READ INSTRUCTIONS ON SACK OF GOLDENROD COPY If instructions ere not followed,sample will be rejected, DATE COLLECTED TIME COLLECTED COUNTY NAME MONTH �DyAv MEAN KttaG 1 J �� ❑ AM ❑ PM j T PE OF SYSTEM IF PUER IC SYSTEM,COMPLETE'. USLIC I.D. No. O It CLASS ❑ INDIVIDUAL 7 ' L} 9 A NAM OF SYSTEM r r f � i� Y aF 'RENT0�1 _ iiPEC[f,L(OGATfON WHERE SAMPLE CDLI ECIE SYSTEM OWMR'MCil1 NAME AND TFLERgNE NO f ►H�A(.�E�r�e ►OuY.� � a4-6i ( ) 235- 7631 SAMPLE COLLECTED BY:IName) AgyoUL GAFoug - tkt Li►v INsyfMad SOURCE TYPE ❑ SURFACE ❑ WELL ❑ SPRING ❑ PURCHASED �OMSINATION OTHER SEEREPORT TO (Pr t,FWI NYms.Aad an0 Zip Codel G 1 `f of 4CENCGM��itu14 Ea6Ri ff 2G� N la Avf Se t �Ah WASWNGTON_I�r2 b TYPE OF SAMPLE 2Mfa qNr w,n.n nna cdumm, 1. ❑ DRINKINGWATER ❑ Chlorinated(ResiduaL—Total`Feel check trestment Filtered ❑ Untreated or Other_ P. Ct�1y�RAW SOURCE WATER Ia 3. mEW CONSTRUCTION orb 4. Ll OTHER(Speclty) COMPLETE IF THIS SAMPLE IS A CHECK SAMPLE PREVIOUS IA8 NO PREVIOUS SAMPLE COLLECTION DAtf i REMARKS: WIG, $1 502Z -- LABORATORY RESULTS(FOR LAS USE OWY) 4 MPN COLIFORM STD PLATE COUNT SAMPLE NOT TESTED 'Y BECAUSE: �5r�s.,umn„r �nn MPN DILUTION TEST UNSUITABLE ❑ Sample Too Old ADD ml 1, ❑ Confluent Growth ❑ Not in Proper Container MF COLIFORM 2. ❑ TNTC ❑ Inqulhcient Information i /nU rtrl Provides nee Read InstructionsIn9lclions Instructions on Form FECAL COLIFOR 3. ❑ Excess Debris I MPN ❑ MF 4 ❑ ❑ i 00 _ - 4 FOR DrKING WATER SAMPLES ONLY.THESE RESLLTS ARE. SATISFACTORY C UNSATISFACTOPY r SEE REVERSE SIDE OF GREEN COPY FOR E% NATION OF RESULTS the NO TIME RECEIVED RECEIVED BY �� .�L)L.1Cc� l..j�.. DATE REPORTED LABORATORY. ciJ REMARKS t WATER SUPPLIER COPY �a DSHS 13173 A,4,� Start OF WASHINGTON r°'n DEPARTMENT OF SOCIAL AND HEALTH SERVICESI I 1yATER BACTERIOLOGICAL ANALYSIS SbMPLE COLLECTION. READ MSIRUCTIONS ON BACK OF GOLDENROD COPY If instructions ate not fOflowed,Sample wiff be rejected, •DATE COLLECTED TI E COLLECTP.D COUNTY NAME MONTH ^y DAY vCAR Q S (9a '7 t AM PMINoF �TYPE OF SYSTEM IF PUBLIC SYSTEM,COMPLETE. 19 PUBLIC I.D. No. FTI jj,jj LE cress ❑ INDIVIDUAL U 5 a L. 2 3 4 NAME OF SYSTEM C IZ� ax IL tLTU�I SPECIFIC LOCATION WHERE SAMPLE COLLECTED SYS"uwwoi li NAW pp TElEpI[A Fpl .� nn 1 aenoa tu'q�`a- '�r ret�w,'�"".�i,'Y•- .�«c ��A�(h t— B.G� NF 9��CV fi52 H SAMPLE COLLECTED BY:tNamal Alp5aou. G�Fa>Ati _ ��Trulq �NSPFc+orr. SOURCE TYPE �At 0''�' ❑ ❑ ❑ 66r SURFACE WELL SPRING ❑ PURCHASED BIATION r- r t)THER SW REPORT TQ;41�m,F I Name.A ar�l ZIP C 1 4"n"i Y11 WASHINGTON �OSG TYPE OF SAMPLE 1. ❑ DRINKING WATER r❑r' Chlorinated lResidual:—Total_Free) '.hack treatment--> I__I Filtered ❑ Untreated or Other Z.c❑�7 RAW SOURCE WATER 3..V NEW CONSTRUCTION orTOPOW j 4, ❑ OTHER ISpecifY) +++ COMPLETE IF THIS SAMPLE IS A CHECK SAMPLE PREVIOUS lA8 NO PREVIOUS SAMPLE COLLECTION DATE_ REMARKS' r LABORATORY RESULTS(FOR LAB USE DOILY)` MPN COLIFORM STD PLATE COUNT SAMPLE NOT TESTED '1i/5 BECAUSE: ww+ouHu.. �m', MPN DILUTION TEST UNSUITABLE ❑ Sample Too Old /100 ml 1 ❑ Confluent Growth ❑ Not In Proper Container MF COLIFORM Z. ❑ 7NTC ❑ Insutfd Information �00 m RoVidetl-Please Read Instructions on Form FECAL COUFOR 3. ❑ EKceea Debi ❑ MPN ❑ MF 4 ❑ ❑ �pp FOR p)AINKING WATER SAMPLES ONLY,THESE RESULTS ARE: ,UL SATISFACTORY ❑ UNSATISFACTORY SEE REVEttSE SIDE OF GREEN COPY FOR EXPLANATION O�--��F RE---SULTS O. U LASN ' I TIME RECEIVED- �IYED BY DAT REPORTED LABORATORY: REMARKS WATER SUPPLIER COPY Ica QBN8 f3'*`(Frl4N1 STATE OF WASHINGTON DEPARTMENT OF SOCIAL AND HEALTH SERVICES WATER BACTERIOLOGICAL ANALYSIS SIMPLE COLLEC110N. READ INSTRUCTIONS ON BACK OF GOLDENROD COPY If instructions are not followed, Sernple will be ralaCt9d. t { DATE COLLECTED 71 COLLECTED COUNTY NAME NTH DAY YEAR ';0 y y I i7 ❑ AM PM' TYPE OF SYSTEM IF PUBLIC SYSTEM,COMPLETE. PUBLIC PCIE CUSS ❑ INDIVIDUAL I.D. No. ' rj () ', i 2 3 4 wM NAME OF SYSTEM e1 C IIIII of SPECIFIC LOCATION WHERFSAMPLE'Al_6=TE SYSTEM(NYNERrMGe WAF AND TELFMONE NO. Iw rows xuen Ium 1 $ n kit Wt (Y 110viiind SAMPLE COLLECTED BY:INmrl it 61"1 SOURCE TYPE �� ❑ SURFACE ❑ WELL ❑ SPRING Q PURCHASED ,/y'COMBINATION or OTHER SFjID REPOT Tj}.LPr`o Full N,n,, ( M K V�1tE 1� COG V14L hUF YS _ i L �1t•ngTFr+ WASHINGTON G TYPE OF SAMPLE 2r+cr. nme .m.v wu rim n 1. ❑ DRINKING WATER ❑ Chlorinaied(Residuat_Total_Free) check treatment—I, ❑ FONnild ❑ Untroated or Other 2.j RAW SOURCE WATER 3. NEW CONSTRUCTION brRepaff"- 4. ❑ OTHER IS.,I,) COMPLETE IF THIS SAMPLE IS A CHECK SAMPLE l llf VIOOS 1 AO NO_ PREVIOUS SAMPLE COLLECTION DATE REMARKS. LA80RATORY RESULTS(FOR LAB USE ONLY) MPN COLIFORM STD PLATE COUNT SAMPLE NOT TESTED BECAUSE: MEN DILUTION TEST UNSUITABLE ❑ Sample Too Old /1"mi 1. ❑ Confluent Growth ❑ Not in Proper Container ME COLIFORM 2. ❑ TNTC ❑ Insufficient information �00 mI Provided—Pleane Please geetl FECAL COLIFORM 3. ❑ E+cees Debris Instructions on Form Cl MEN ❑ ME 4 ❑ Ell00 mii FORIRI14KING WATER SAMPLES ONLY,THESE RESULTS ARE: SATISFACTORY ❑ UNSATISFACTORY SEE REVERSF SIDF OF GREEN COPY FOR EXPLANATION OF RESULTS LAOMO. E.TIME RECEIVED— iLECEIYED 9Y DAT REPORTED LASORAIORY REMARKS WATER SUPPLIER COPY wt WHS Istnotl4131 ' STATE OF WASHINGTON y DEPARTMENT OF SOCIAL AND HEALTH SERVICES. WATER BACTERIOLOGICAL ANALYSIS SAMPLE COLLECTION READ INSTRUCTIONS ON BACK OF GOLDENROD COPY If instructions are not followed,sample will be rejected. DATE COLLECTFD TIME COLLECTED COUNTY NAME M NTH DAY/ YEAR PNI TYPE OF SYSTEM IF PUBLIC SYSTEM. OMPLETE: !CLASS INDIVIDUAL t PUe I.D. No. Fa $ S 2 3 a ❑ INDIVIDUAL Iw«•mIr� ««rca NAME SYSTEM l.VI y Of SPECIFIC LOCATION WHERE SAMPLE COLLECTE SYSIEM OM+EII/MDR MORE AND TELEPHONE NO t t110 vin• !11' E• D341 �t�tNiP �FA1611t� NY o'v 0 Nf 9`tssr �r�m.TA. ( � MPLE COLLECTED BY.Obme) &?,DouI_ 6ltPo4R • (l�G \n)g,ei �- SOURCE TYPE I �,.F� ❑ SURFACE ❑ WELL ❑ SPRING ❑ PURCHASED TLyor OTHER or OTHER SEWi REPORT TO:APml Full Name.AOGre�`ytQl■Coeal r L,A.EiY} 2�o Nett AN( orr�F+� WASHINGTON TYPE OF SAMPLE Idea mw on .,m.ca.mm j T. ❑ DRINKING WATER ❑ Chlorinated lRealEuaC—Total_Ff" check treatment--1 ❑ Filtered j �-1 ElUntreateo or Other i 2. RAW SOURCE WATER j 3. NEW CONSTRUCTION o!'REPMRS t�r O. OTHER(SyB ,!Y1 1 COMPLETE IF THIS SAMPLE IS A CHECK SAMPLE PREVIOUS LAB NO PREVIOUS SAMPLE COLLECTION DATE REMARKS: lug r Soil _ LABORATORY RESULTS son uu usE own COLIFORM STD PLATE COUNT SAMPLE NOT TESTED BECAUSE: /51��.ppp,ine /ml MPN DILUTION TEST UNSUITABLE ❑ Sample Too Old /100 m1 1. ❑ Confluent Growth ❑ NOUn Proper Container MF COLIFORM 2. ❑ TNTC ❑ Inowde - lease sIlon Read �UO�ni instructions 90-Please Form Instruc Lune on Form � FECAL COLIFORM 3. ❑ E.cess Debris ❑ MPN ❑ MF 4 ❑ ❑ 1 /O m FOR,JgRINKING WATER SAMPLES ONLY.THESE RESULTS ARE: t SATISFACTORY ❑ UNSATISFACTORY SEE REVERSE SIDE OF GREEN COPY FOR EXPLANATION OF RESULTS "BNO. DATE.TNAf RECEIVED- RECEIVED eY jj�(11 I DATE EPOiI RTEO LABORATORY. I REMARKS WATER SUPPLIER COPY w. f �. DBIig 1S Va 1PtE11 STATE OF WASH40TON DEPARTMENT OF SOCIAL AND -REALTH SeE1YI WATER BACTERIOLOGICAL ANALYSIS SAMPLE COLLECTION: READ INSTRUCTIONS ON BACK OF GOLDENROD COW If instructions are not followed, sam,ile will be rejeclad. DATE COLLECTED TI COLLECTEO�COUNTY NAME i» DAY YEAR �� • 00 it 1-4- W ' ❑FM k�►►4 TYPE OF SYSTEM I IF PUBLIC SYSTEM,COMPLETES. I UB I / O�rqC ELtAss ❑ INDIVIDUAL l/T:tb IN W I.D. No. 3 a NAME OF SYSTEM e I'( K a K SPECIHCfOCATION III SAMPLE COLLECTED SYSIEM R.MGP MMF AND TEIERfIIAf fAl ` a non rw a acnow.�r IP ,rNAruni UL 9 0- NF TIP, sr �1 Glu*+ 056 t 8 1401 Z 4S- Z 631 SAINFIR COLLECTED BY iNamel -" SOURCE TYPE O SURFACE ❑WELL ❑ SPRING ❑ PURCHASED G COMBINATION or OTHER SEND REPORT TO:(VFull Name.Atler am Zip con.) lr,1P tj {fit RPRbn WASNINGTON,_r �Q TYPE OF SAMPLE ICMch Cnry wR in IMf coiumn I ± 1. ❑ DRINKINGWATER ❑ Chlorinated lResltll�a _„_TolBI_._.Frael I1 chect treatment 0 FOtered Z. ❑ OCEWATER Untreated or Other AWCOU 3 §a NSTRTION Or 4. OTHER I (SpecRy) COMPLETE IF THIS SAMPLE IS A CHECK SAMPLE I PREVI011S t AS NO PREVIOUS SAMPLE COLLECTION DATE REMARKS'. ��{ cp�L (ITY � �OaSfrf LABORATORY RESULTS tFon LAS USE ONLY) MP_ COLIFORM STD PLATE COUNT SAMPLE NOT TESTED BECAUSE: MPN DILUTION TEST UNSUITABLE Semple Too Ole /1DU ml 1. D Confluent Growth Not in Proper Container MF COLIFORM 2. ❑ TNTC _ Insuffclent Information �00 nn Provid=Please Reed j - Instructions on Form I FECAL COLIFORM 3. Excess Debris I ❑ MPN ❑ MF 4 _ /1f1D r FOR DR INO W ATF.R SAMPLES ONLY.THESE RESULTS ARE. Ce-SATISF ❑ UNSATISFACTORY SEE REVERSE SIDE OF GREEN COPY FOR EXPLANATION OF RESULTS LA®NO DATE TIME ECEIVEO- RECEIVED BY f DATE REPORTED 2 LABORATORY. n REMARK5 WATER SUPPLIER COPY OSNS 11171,141b II STATE OF WASHINGTON j DEPARTIl OF SOCIAL.AND HEALTH SERVICES\ WATER BACTERIOLOGICAL ANALYSIS SAMPLE COLLECTION: READ INSTRUCTI(NS ON BACK OF GOLDENROD COPY It instructions are not followed,sample will be rejected. DATE COLLECTED TIME COLLECTED COU�N/TY NAME ATR I' AY :�R Wo AM PM T I TYPE �g OF SYSTEM IF PUBLIr SYSTEM,COMPLETE: qr PUBLIC '^I CLASS , INDIVIDUAL I.D. NO. 7 ' 2 3 4 1 e.a�ce NAME OF SYSTEM 1`V of �ZENfa�J SPECIFIC LOCATION WHERE SAMPLE DL_LECTEU SYSTEM IMRl3VMOa.INME atA iELER10NE ND ��.,��0�irXrTv r°�n"tl Ar4Nt NAIGtft"." j H kMK✓ SAMPQLE�C�OLLECTED/BY: ` A li';�(111L FV`IR. LA`►� `^1prE1a✓'. SOURCE TYPE NATION ❑ SURFACE ❑ WELL ❑ SPRING ❑ PURCHASEDy� ER SEND PORT Tp:IPUQL.Full am Adareaa epq 2 CoMI Cn T'1 ✓� k'�,�nl . I�l r�Lh r k,/ -�ir✓ 2C-d lI ILL e vIf WASHINGTON TYPE OF SAMPLE DRINKING WATER ❑ Chlorinated(Residuaf.__Total_Frilvl Check Irealment--)t ❑ Flllered ❑ Untreated or Other 2. RAW SOURCE WATER 3. NEW CONSTRUCTION Or R[PATRS 4. ❑ OTHER(Specify) COMPLETE IF THIS SAMPLE IS A CHECK SAMPLE PREVIOUS IAB NO PREVIOUS SAMPLE COLLECTION DATE i�MARKS 5rJ2L . LA90RATORT RESULTS(FOR LAB USE ONLY) MPN COLIFORM STD PLATE COUNT SAMPLE NOT TESTED 15lu,.,I,. /ml MPN DILUTION TEST UNSUITABLE ❑ Sample Too Old i ADO ml T, ❑ Contluent Growth ❑ Not In Proper Container 1 MF COLIFORM 2 ❑ TNTC ❑ Insutticlent Information i /1OD ml Provided—Please Read Instructions on Folm FECAL COLIFORM 3. ❑ EXcro:a in..ris ❑ MPN ❑ FAF 4. ❑ ❑ AW ml FOR DRINKING WATER SAMPLES ONLY.THESE RESULTS ARE: I1 SATISFACTORY ❑ UNSATISFACTORY SEE REVERSE SIDE OF GREEN COPY FOR EXPLANATION OF RESULTS LAB NO DATE,TIME RECEIVED— RECEWED BY DATE REPORTED LABORATORY. l � REMARKS WATER SUPPLIER COPY 4't. DSNS 13173(At 411 C�.,1 STATE OF WASNINOTON (/ \) ./ DEPARTMENT Of SOCIAL AND HEALTH SERVICES\,_ WATER BACTERIOLOGICAL ANALYSIS SAMPLE COLLECTION READ INSTRUCTIONS ON BACK OF GOLDENROD COPY f`t If instructions are not followed,sample will be rejected. DATE COLLECTED TIN COLLECTED COUNTY NAME MONTH DAY YEAR 30 I J1 1} JAM ❑ PM k� h6 TYPE OF SYSTEM I IF PUBLIC SYSTEM,COMPLETE' C)Ouauc LD. NO. 71112 UECLASS ❑ INDIVIDUAL 5 0 L T 3 4 NAME OF SYSTEM _(i '964%00 - SPECII IC OCAIIEN WHERL SAYPLE CO4kCTEQ SYSTEM OMER'MOR NAME AND TFUR40M No 1�.,,gt�"e Ni14�MN�tLdyrM•A f�oh G�vn- SAMPLE COLLECTED BY: j`FS INemN . . -6BL 6n�1,� ,MN if 7 SOURCE TYPE —��E. ❑ SURFACE ❑ WELL El SPRING El PURCHASED baOMBINATION / w OTHER SENQ EPORT TO:IPyftQFWI Name,Arrp Cray Yr or _cPP�Y y 70o N+lit h. tr So . 1 Q _ 1lontaY- WgStiINGTON 1 3a Sb TYPE OF SAMPLE Icw.,mry ow m tno apumnl 1. ❑ DRINKING WATER ❑ ChlonnatedlReSldual._Total__Freo) check treatment--0- ❑ Filtered ❑ Untreated or Other_ Z. RRA❑77 RAW SOURCE WATER 3. fol NEW CONSTRUCTION or R5041i 4. ❑ OTHER(Specily) COMPLETE IF THIS SAMPLE IS A CHECK SAMPLE PREVIOA 1 AS NO PREVIOUS SAMPLE COLLECTION DATE REMARKS: 5 0 71 LABORATORY RESULTS(FOR LAB USE ONLY) MeN COLIFORM STD PLATE COUNT SAMPLE NOT TESTED BECAUSE. �Sluo.e x.ni.,, /mI MPN DILUTION TEST UNSUITABLE ❑ Sampie Too Old /1W In 1. ❑ Confluent Growth ❑ Not In Proper Container MF COLIFORM 2. ❑ TNTC ❑ Insufficient Information �uU ml Provided—Please Read Instructions on Form I FECAL COLIFORN 3. ❑ Excess Debts ❑ MPN ❑ MF FOR D911KING WATER SAMPLES ONLY 7 HESE RESULTS ARE SATISFACTORY 0 UNSATISFACTORY SEE REVERSE SIDE OF GREEN COPY FOR EXPLANATION OF RESULTS_ LABNO OAt TI E RECEIVED— RECEIVED BY VI 48) 9 ►► /J I - DATE\1EPoRTED!'._f LABORATORY. ` Y REMARKS WATER SUPPLIER COPY ,., OSHS 13 in(R121) STATE OF WASHINGTON ((/��\) \" DEPARTMENT OF SOCIAL AND NEALTN>WIYICEE — WATER BACTERIOLOGICAL ANALYSIS SAMPLE COLLECTION READ INSTRUCTIONS ON BACK Of GOLOENROO COPY It instructions are not followed,sample Will be rejected. -DATE COLLECTED TIM COLLECCTED COUNTY NAME MONTH DAY YEAR pQ 11 o} t�*M ❑❑vM Wl TYPE OF SY$TEM I IF PUBLIC SYSTEM,COMPLETE: ` nBNDYIWAI LIC I.D. No. 7 ' B ` 3 As4 NAME OF SYSTEM i s or 4��►naL+ - SPECIFIC LOCATION WHERE SAMPLE COLLECTED 51y5tEM OANE0./MGp NAME N+0 TELEJHOYF NO N104" k 7S31 SAMPLE COLLECTED/BY:�lNemN #niclutio, C7f1YOL+R - t Ih�rh`�o"� SOURCE TYPE l�—$ ❑SURFACE ❑WELL ❑SPRING ❑ PURCHASED rWOM81NATION or OTHER $EN PORT O',�a/Full Name,Ae% Zip 1 WASHINGTON 10'59 TYPE OF SAMPLE 1 2,ycL mry wn m Inn aWumm 1 I 1. ❑ DRINKINGWATER fQ Chlorinated(Residusl..Total_Free) check treatment—► rL—JI Filtered y l,J Untreated Or Other _ t Y. AW SOURCE WATER I S, LJONEw CONSTRUCTION orTIMIRB— 4. 11 OTHER(Speclly) COMPLETE IF THIS SAMPLE IS A CHECK SAMPLE PREVI45 IA8 NO_ PREVIOUS SAMPLE COLLECTION DATE qqqEEE ARKS. ry d' 11 r1 UZ1� ^ (ilv9 rYaStef- LABORATORY RESULTS(FOR LAB USE ONLY) COUFORM STD PLATE COUNT SAMPLE NOT TESTED BECAUSE: MEN DILUTION TEST UNSUITABLE ED Sample Tao Old /1OO ml 1. Confluent Growth ❑ Not in Prober Container MF COLIFORM Q. C] TNTC ? Provided— Information /Op '- Provided—Please Feed FECAL COIIFOR 3. ❑ Excess Debris Instructions or.Form ❑ MPN ❑ MF 4 I--1 0 t FORD KING WATER SAMPLES ONLY.THESE RESULTS ARE. { SATISFACTORY ❑ UNSATISFACTORY SEE REVERSE SIDE OF GREEN COPY FOR EXPLANATION OF RESULTS I! LAB rO "I E.TIME CEIVED— RECEIVED BY DATEJ4EPORTED REMARKS � WATER SUPPLIER COPY to DSHS 13-173 IR1EI1 STATE OF WASHINGTON +, DEPARTMENT OF SOCIAL AM HEALTH SERVICES-I j WATER BACT=RIOLOGICAL ANALYSIS 1 SAMPLE COLLECTION. READ INSTRUCTIONS ON BACK OE COLOENROC COPY j If instructions are not followed,sample will bE rejected. ATE COLLECTED TI COLLIE TED COUNTY NAME M(N1TH CAY YEAR �AQE 1 I 9 (► � AM o PM k*b 1 TYPE OF SYSTEM IF PUBLIC SYSTEM,COMPLETE. Yr'PUBLIC I.D. ND. ]� /� a cuss i❑ INDIVIDUAL 7 I (J v � I 3 G 1 , :Mn ,.,b..ui IIII NAME OF SYSTEM eiii I* Re to w, SPECIFIC LOCATION WHERE "I LL COLLECiE4$VSiEM OAMEA�MGR NAMk ANO'FII FY�E NO III 7- NE ) 4-1631 i,.._ SIRMPIA COLLEQTED BY:(Nome, 4 • -SOURCE TYPE \ �E�. i ❑ SURFACE 0 WELL ❑ SPRING ❑ PURCHASED &OMBINATION or OTHER t SEN REPORT TO (Pr,mIF 11 Namex .na'IT Coast Y .i Enn j '100 1{IK A%w S . . WASHINGTON TYPE OF SAMPLE ICns6 Wr aro n rrvn uy,mry 1. ❑ DRINKING WATER ❑ Chlorinated(Resldoai:__Total_Free) F check heatmenl—1. ❑ Filtered ❑ Untreated or Other 2. ❑ RAW SOURCE WATER 3. NEW CONSTRUCTION or•RMPRtiig'• A. OTHER(Specify) COMPLETE IF THIS SAMPLE IS A CHECK SAMPLE PREVIOUS I All NO PREVIOUS SAMPLE COLLECTION DATE REMARKS: p LABORATORY RESULTS(FOR LAs Ins ony) I MPN COLIFORM STD PLATE COUNT SAMPLE NOT TESTED ( / BECAUSE' MPN DILUTION TEST UNSUITABLE ❑ Sample Too Old t /1Ip mI 1. ❑ Confluent Growth ❑ Not In Prober Container I 4 MF COLIFORM 2. ❑ TNTC Insufficient lease Read �OO PrOYifled—Please Read ' FECAL COLIFORM 3. ElExcess Debts Instructions on Form I MPN ❑ MF 4 ❑— ❑ _ /1 00 oil FOR KING WATER SAMPLES ONLY,THESE RESULTS ARE SATISFACTOPY ❑ UNSATISFACTORY SEE REVERSE SIDE OF 4REEN COPY FOR EXPLANATEON OF RESULTS :AShcO DA TI E RECEIVED— ^— RECEIVED Br DATEWEF• R D t ' LABORATORY: REMARKS . c. WATER SUPPLIER COPY T. DSHS 13 1I3 l61 451) STATE OF WASHINGTON DEPARTMENT OF SOCIAL AND HEALTH SERVICES` WATER BACTERIOLOGICAL ANALYSIS SAMPLE COLLECTION READ INSIRUCINNS ON BACK OE GULDLNROU COPY It instructions are ndt tOIIOWed,Sample will be rejected, DATE COL LECTED TI! OLLECJS COUNTY NAME mcnIl 11 DAY EAR (( (y AM ❑ PM IK�KEf �TYPE OF SYSTEM IF PUBLIC SYSTEM.COMPLETE. UBLIC '1 I S 5 0 L ``3"54 ❑ INDIVIDUAL I.D. No. f9berc.el NAME OF SYSTEM 641 or, I�fErro,1 SPEGIFIE LOCATION WHERE SAMPLE f.OLLECTE SKTEM INNER/MGR NAME ANO TEI FROZE NO q t1 - io— Tfa► l4 4VIft•f nr 12143 ) 23; ZC31 SAMPLE COLLECTED BY:Mxmel SOCRCE TYPE 11�sr�1Cp L ❑S.JRFACE ❑ WELL ❑ SPRING C PURCHASED Y�arrOTHI EF,TIGN SE LEjEPOR`� F Name, r rid bp coael a V _— I �00 r 1tL I'l4 E �D - 1t �CflYi\LN WASi-INGT(JN_ I TYPE OF SAMPLE 'CMa pNy qy m m.a caumnl f1, ❑ DRINKING WATER ❑ ChtonnAtW lResloual:__Tc,11„_Freu) I check treatment�� ❑ Filtered ❑ Untreated or Other f Z, RAW SOURCE WATER 3. �EW CON CEWAICN or RLrTR�• _- 4 ❑ OTHER(SpecOy) COMPLETE IF THIS SAMPLE IS A CHECK SAMPLE -- j PREVIOUS LAB NO PREVIOUS SAMPLE COLLECTION DATE REMARKS'. Q 9 507 t tit I, rev _ LABORATORY RES TJ(FOR LAS USE ONLY) ME COLIFORM STO PLATE COUNT SAMPLE NOT TESTED BECAUSE: h _/5 waseYmm. �mI MPN DILUTION TEST UNSUITABLE Semple Tao Old /100'n1 1. ❑ Confluent Gm.th L J Not in PIGPer Container MF COLIFORM Q, ❑ TNTC I�p aInsufficient Information m Prowdad-Plistse Read Instructions on-arm FECAL COLIFOR. 3. ❑ Excess Deans ❑ MPN ❑ MF 4. Cl �00 mi FOR INKING WATER SAMPLES ONLY,THESE RESULTS ARE: Ltj SATISFACTORY ❑ UNSATISFACTORY SEE REVERSE PIDE C' --'PN COPY FOR EXPLANATION OF RESULTS LAB NO DATE,HAZE RE IVED- RECEIVED BY 'i 900 at /'1 �� l DATFI RFORTEDf_ LAB RATORY REMARKS WAWA SUPPLIER COPY IM OSHS 13 1?31Rrap STATE OF WASHINGTON ,1 DEPARTMENT OF SOCIAL AND HEALTH SERVICES'. %PATER BACTERIOLOGICAL ANALYSIS SAMPLE COLL4CTION READ INSTRUCTIONS ON BACK OF GOLDENROD COPY It instructions are not followed,sample will De rejected. I .DATE COLLECTED TIf4Fr COL LQC�,TEO COUNTY NAME M AOONTH DAY ,(yEAARR (1 5Q '{ 11 U �i CAM ❑ PM vM6 { TYPE OF SYSTEM IF PUBLIC SYSTEM.COMPLETE: Pl18LIG 1 Q rL 1 j/EfLE cuss ❑ INDIWWAL j•D, No, D > O l 1A fe' 3 4 NAME OF SYSTEM Li 1 e "REwTo�l j SPECIFIC LOCATION SAMPLE COLLECTEV. MGR NAME AND TELEPNUF NII t HErog�►��dtt ( ) 235. 1631 ' SAMPLE COLLECTED Sri(New" 4 ixul- i6mbov I m�E+o✓ SOURCE TYPE y� ❑ SURFACE ❑ WELL ❑ SPRING ❑PURCHASED /�yOMBINATION F'T�r OTHER SENQAEPO RT TOI I li N.no.AapwE�P 1 j� �ry�yl oo 16hVi AJI fro e, n' ^`nw, WA6HINGTON TYPE OF SAMPLE ic�ece omr uce mms.m.�m �. ❑ DRINKINGWATER ❑ CNlonnalel lRemdual:_—Tolol_Freel check treatment—/ ❑ Filtered ❑ Untreated or Othar Z. ❑ RAW SOURCE WATER 3. EW CONSTRUCTION 0,4WPA Pr 4. ❑ OTHER(SPeCity) COMPLETE IF THIS SAMPLE IS A CHECK SAMPLE PREVIOUS I AB NO PREVIOUS SAMPLE COLLECTION DATE,—��+,{,, REMARKS: �ilY 5 t I/DS FCt ! LABORATORY RESULTS(FOR LAS USE ONLY) M N-COLIFORM STC PLATE COUNT SAMPLE NOT TESTEC BECAUSE: 1iMa PoeMe �m MPH DILUTION TEST UNSUITABLE Cl Sample Too Old 40 ml T_ ❑ Confluent Growth ❑ Not In Proper Contain, MF COLIFORM / Q. ❑ TNTC ❑ ProvIInsuld cl— lea"HOW I J0 ml Prowled—Please Read 3. ❑ E.cess Deoria Instrict,or.s on Form FECALCOLIFOR — ❑ MPN ❑ MF 4 ❑— ❑ /100 m1 °OR D KING WATER SAMPLES ONLY,THESE RESULTS ARE. r SATISFACTORY ❑ UNSATISFACTORY SEE REVERSE SIDE OF GREEN COPY FOR EXPL,:ATION OF RESULTS LAB NO DAIE ME ECEIVED— REOEIVED BY DA TE AEPORTs L ORATORY. REMARKS 11 WATER SUPPLIER COPY ®, t OF RF 0 PUBLIC WORKS DEPARTMENT _ DESIGN/UTILITY ENGINEERING 0 235-2631 p MUNICIPAL BUILDING 200 MILL AVE. SO. RENTON, WASH. 98055 6 Q09,TE0 SEPIEOZ�P BARBARA Y. SHINPOCH MAYOR MEMORANDUM DATE: August 31 , 1987 TO: Richard C. Houghton, Public Works Director Police Department, Traffic Division Lee Wheeler, Fire Department Jack Crumley, Street Department Ray Sled, Water Department John Stein, Street Department Gary Morrison, Sewer Department John Ralston, Traffic Engineering Gary Norris, Traffic Engineering Bob Bergstrom, Utility/Design Engineering Ron Nelson, Building Department FROM: Donald G. Monaghan, Design Engineering SUBJECT: PROJECT UNDER CONSTRUCTION 1987 Presidents Park Steel Watermain Replacement PROJECT: 1987 Presidents Park Steel Watermain Replacement DEVELOPER: City of Renton David R. Tibbot 235-26314 CONTRACTOR: Grant Construction 1420 N.W. Gilman Blvd. , N2853 Issaquah, WA 98027 391-5698 Emerg. No. 392-9823 FOREMAN: Glenn Pritchard 255-5557 Ken Wilson 392-4202 CITY OF RENTON INSPECTOR: Abdeul Gafour 235-2631 1J.07.AG:mf TO DATE SCHEDULING AND NOTIFICATION REQUEST FOR PRE-CONSTRUCTION CONFERENCE NAME OF PROJECT: 15 6 7 Pm t-_st oa, TS p4 m rc INSTALLATION: STerL_ WAT6 2 Mk,,., lZ VC_ro-AcIE "&c r LOCATION: 2C0t' 0"0 r4 v/z P-irf - /v/i co PL, Tb NF_ /0 cr 1. Set Date t-t O " 8 - 31- 817 and Time I l :a () AM 2. Call Harriet in Mayor's office to book Conference Room q--T•! Floor 3. Notify Appointed Inspector A • G 4 Fop Q 4. Notify Contractor/Developer. _ C:5 R-AXAT G0,�37 5. Fill out attached form, make appropriate number of copies, and route to City personnel Drior to meeting date. Notify the following City Departments: Design Engineering _ Fire Department Police Department Street Department Traffic Depa.•tment Utilities Department Water Shop Sanitary Sewer/Field_ Other 6. Telephone the following outside companies: Phone Number Department of Tr.nsportation %4-424? 4 s3•GVzi Pacific N.W. Bell Company L> r' 25t-9re8 3ott v Puget Sound Power & Light Company 255-2464 X-458 4 3SS Teleprompter Cable TV Company 4� - 228 - /18o roLlrz Washington Natural Gas Company 622-6767 x 249 Metro-Bus Routes (Mr. O'Brien or M-. Nelson) Other LSF• ��93 d Gf �'urnal o ommerce o Box 11050, Seattle, WA 98111. Phone (206) 622.8272 Date. . . ..June, .2.4,. .19.87. . . . . . City of Penton Office of City Clerk 200 mill Ave. S. lepton, t4a . 98055 Notice of Bib Call 4679-B 1987 Steel Water Main Replacements 57 lines 0 1.10 per line 62 .70 57 lines C 1.00 per line 57 .00 . $119.70 Published June 17, 24, 1987 Please include Account Number with Payment P. i w - y "t Affidavit of Publication City of Renton 1987 Steel Water Main Replacements _ Ill.l Date,July 1.6 __ STATE OF WASHINGTON CPLLFIREN DS KING COUNTY—SS. 1887 Steel Water Main Replacements in Presidents Park Sealed bids will be received The undersigned. on oath states that he is an til 2.30 p m. wednesl%, authorized representative of The Daily Journal of Commerce, SLY i6 1967, at the Ci y t Ierk's office and will be open- a daily newspaper, which newspaper is a legal newspaper ed and pub.iety rear m the 4tb of beaeral circulation and it is now and has been for more floor conference Loom Renton than six months prior to the date of publication hereinafter 4 ,Municipal Building, koo Mill P Ave.south refered to, published in the English language continuously e, The z•ork to _be rfotmed as a daily newspaper in Seattle. King County, Washington, 'within 40 working days learn the date of commenceVAnt and it is now and during all of said time was printed in an under this contract shali,-in- office maintained at the aforesaid place of publication of elude,umi not a e limited i s ed to: this this newspaper. The Daily Journal of Commerce was on the imately 3305 lineal feet of B 12th day of June, 1941, approved as a legal newspaper by Ductile Iron Water Main,Fire the Superior Court of King County. Hydrants,and Water Services together with all required ap- purtenances, and the com- The notice in the exact form annexed, was published in plete restoration as set forth regular issues of The Daily Journal of Commerce, which was in the design drawings and regularly distributed to its subscribers during the below specifications. The City reserves the right to reject any and/or ail bids and to stated period. The annexed notice, a ......._........................ ..... waive any and/or all informali- -........I....................... ties. Aot.iCe--of...ai4i.-Ca3 ............................... Approved plans and speciti- cationsand form of contract ...................................................................................................................... documents may be obtained in the Public Works Department Was published on .._..Juna....Uy...2A,----1997---•-........ ........ at the Renton Municipal Build- ,gfor a non-refundable fee of _ ' (10 each set pplus $5.001 to .................... ......_............................................... I cover postage, lf,mailed. The mailing charge will not be re- ..........._........_......_........._........»....._.._...................I...._................. _..._.. funded. A certified check or bid bond in the amount of five percent �,�/� } (5%)of the total amount of each _.�.....•„,,,, � �,( ................................_....... bid must accompany each bid. ,, { �7""'---' The City's Fair Practices and StlbscrlDen and sworn to before If Orl Non.Discrimination Policies shall apB1Y. MAXIN�E.MOTOR. .......__......_.......... ...... 24 1987...l.. ........._......-------- CkUlerk. •- Dates of publteation in the Seattle Dail Journal of Corn --,. a._;;a .__,,. _.,v,«,fat.L.............._....... 4 �p JwM 4sad84,1987. Nt tary Publk fur the state or Waal,lastoa, 7 ;, �.. (4678-B) molding in aeattle. t ENDING F FIL FILE TITLE dommmomm Ib Pres ;d e hf s PQ • !r `18 � Sfee ) later � eplac� rnent �