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WTR2700775(4)
TR-� New " T i e- 1_n Ronderosa Estates W-775 Water System Transfer f rom KCWD ==58 and $" Water- Main In tal tat ion Bid Proposal & Spec<�. 1 of 4 �P BEGINNING FILE TITLE P i ATOWARDED - 1 Contract Ko.CAC Qia_8 G, lru k�lut, WA 98t" v�' , h"e l 661-7757 (r Id � �i, 3138. 4� 6R BID PROPOSAL a SPECIFICATIONS IETIIITT INOINIIRINO FOR PONDEROSA ESTATES WATER SYSTEM TRANSFER FROM KCWD+ 58 AND 8" WATER MAIN INSTALLATION WATER PROJECT # W-775 CITY OF RENTON PUBLIC WCRKS DEPARTMENT MUNICIPAL /UIIDING, 200 Mlll AVE 3 RENTON, WASN 98053 • 12001233 2631 ' CONSTh VCT/ON ats COMPAId V, INC. sAevscelsoo ' 2440140h N.E.NC . Belbvue.WA 6PM . M)Sal 7757 ' Responsible ctficer is Gary Budd owner. 2� 40 140th N.E. #42 Bellevue, Wash. 98001, t881-7757 Job Foreman same as responsible officer. ' Bonding Agent. MAUrer,'Mcginnis a Lill, Inc. 1200 Westlake Ave. N. 0605 Seattle, Wash. 98109 284-5140 tCompany is a sole proprietorship ' Responsible Officer is Gary Budd t 1 y OF RCUTBN ' Water PrOJeCt W - 775 e" Naternain Instellatlon Ponderosa Estates k.C.W,D. 050 water System Transfer 1 1N�Es Summary Of Fair PracticeSlifflrmative AC.ion Program, City of Renton Scope Of work Vicinity Map Instructions to bidder Call for Bids ' Certification by by Propossd CO'tractor/Subcontractor/Suppllar/ref, EEO *Certification Of EEO Report •Minority and Oceans Business Enterprise Participation •Certification of Biddar•s Affirmative Action Plan ' 'Combined Affidavit and Certification Form; Non-Collusion Ah—trust Claims Mi -UP wage Form *aid Bono Form 'Proposal ' •Scbeoule Of Prices Bond to the City Of Renton Contract Agreement EEO Compliance Report Sample Form and lnst.uCtions Hourly minlmum Wag, Rates Environmental Regulation U sting Hourly Minimum Wage Rate, ' Supplemental Provisions Special Provision, Standard Plans OOcumentb marked • above mult De e"ecuteC Iy the Contractor. President en0 V1Ce.President or Secretary if Corporation by-la>ra permit. All Vegas must be signed. In the event another person has !men Culy wino ri xeC to e•e[ute contracts, a copy of the corporation minutes establish,., this euthorlty must be attacned t0 the Old document. ' 'ITV OF RENTON Public Works Dept. Renton Washington 98055 ALE! wr CITY OP Mr0/ SPSNLART 0P PAIR PRACTIC[S POLICT ADOPTED ST R£SOLUTIoN NO. 2740 ' The policy of the City of Renton is to promotes and afford equal out Opni and derv{ae to al: Oitiseaa and tr assure equal awP:cy_ went pertanity to a:: persons noardleve 0! r•y; creed; dolor; et hnivity; matiOnat o,JPin; one; tM p»nnnoe s;' O nan-joD-re Eated phyr{Oa 2, arwsory, or wen cal hendiaap; ape; or wari cat eta two.This po:icy shall be based on the principle• of equal e@tatplo y&#.' opportunist and affirm ti ont of nation guidelines as net forth iw faders', state and Iooat laws. All department, of Lhe City of Renton shalt adhere to the following g,idelinos: ' IL [MPLOTM[N7 PRAC. :C£S - A:1 aat{v{ti so »Iq t{ng to ►wClo}- went aye ao shall tern, selection, proea ti aa, tsrw{na ttca and erainiep shal/ be ond,eced in w nondi ,rin{naiary ane r. PereonneI idols{ons will be bated on indi vi dual Perfcrwgnvo, staffing »quirsmonts, and in accordanoe with dove»inq Piri, service Laws and the agreement between the City of Renton £w and the vashing tan state CaYnail of County and City ployeos. !1% COOP RATICS YITS SUMAF FIO TS OR FIL TI CSe r onto 000 era to he City C, F y w t a or[oni,ations and commisr ions ergaxisod to prances fair praotiedo and &qua: apport,mity in employment. iJ+ AFP RMATIY£ ACTION PPODRA+ . The City o Renton ec tx on gram wi^�i wotnts{nod tco f A„irmi_{ur repro san to ei on ac within the City work!cree tand t. ...... e equal enpp lrgnent Opportunity to all. It shall be the respon,ib{tit? and dkto If a:: City cfficials and eep:cye•e tc tarry Out the po:icioo, guidolinoo and co", Ot{vs measures as set forth ty this propra-. Ccrrectioc employment prcgraro m,p be es lab lieh•d by the Map,,^r c :he r•ca-werda:ion a! an Affirmative Act{on Committ•,'!cr eh oas departments in which a protected c:aea cf ewp:a yeca ea under-represen to-,. Contraotcrs, tkbeontraotora and eu;P ears cnn_u etsng Yoines, with the City a! Rentc, aka:t. a?!i rr and aYbeorite to she Farr Pra&tics* and N:n. I,ocrimination poi{ci ea oat forth by law and in the Affirmativo Aotion Prograw. ^cpiee of :his P:tiey shall be diseribut,d to a.4 ^ito set layeee.r hat: autar in a:: aperationa: documontat{an I., the .{:., ino 7uding bid ca:,a, and sh.::: be proninentty dioFlayed in appropr{tte City •eao{:::{o,. r .'Ja CLRFF7 bg ty the City ,CO,nOti: . ., :ity of ,gen0.a, :..: .. then led day of June ;.: JF FF_g:u.Fr FES _. . t u' r E C OYn.i: Pro*-' t Attest: /s I&auto: July 10, 1972 ' /, �M Rovised; February 9, 1976 tg ark / JCC—'�"-- Revised: June 2, 196f CITY OF RENTON Water Project W - 775 8" Watermain Installation ' Ponderosa Estates K.C.W.D, #58 Water System Transfer SCOPE OF WORK ' The Work Involved under the terms of this contract shall be the ' transfer of the water system in the Plat of Ponderosa Estate from the King County Water District f 58 water System to the City of Renton water System. This shall Include the furnishing ' and installation of 415 feet of 8 inch Ductile Iron Pipe, and 255 feet of Ductile Iron Pipe with Polly-Wrap and electrically ' bonded ,joints, 5 connections to the existing City of Renton system and 2 cut 8 Cap's from the K.C.W.D. #58 system. The work shall include out not be limited to all excavation, ' backfilling, and Complete restoration of all surfaces and existing underground utilities, and furnishing all parts and appurtenances required to perform the work as shown on the plans and specifications. f i -V o �cm , NEW Qs `t,o occ: ��s�,D�Ra� �0 4vi�pp,. 0061 ® 9004, • YYYy pQ'' p6 En eons\ V `� � 4� AC. v �O J �� � ��a Q "t► 0 �0 , O oov.�C 4° .��� �'�� np���0♦ p d CN ;,p��°,/q pi 6gcac�o� 1�'�dm� a� "u7o o' '�n ��,^"sCyo.,:i�OQ.. g Yv,ww o�,gtsb Oct opd! FCk y e+�r� ,yy c e �CH. ..11 _.�7 0 OQ na4��An5o AGE {'�Y O 0 It ,;.,.eneensrr��een rrrrrn v .y � 1w,�� r maoe r� ■■ �l�c y�cFD�t � Ot:l�, l� s� One M.oe&� $�b • _ �� nn yR! Y . � chin . ��. I• i �"/ ' sy ' 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 Nall, until 2:30 o'clock p.m., On the date specified in the tall 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 rigF: ' 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 comvletion of that item as described in the specifications. 5. The bid price shall be stated in terms of the units indicated and as to a total amount. In the event of errors, the unit price bid will govern. Illegible figures will invalidate the bid. 6. The right Is reserved to reject any and/or all bids and to waive inform- alitles if it Is deemed advantageous to the City to do so. 1. 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 53 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 bids must be self-exp'anatory. No opportunity will be offered for oral explanation except as the City may request further information on particular points. ' 9. The bidder shall, upon request, furnish information to the City as to his financial and practical ability to satisfactorily perform the work. 10. Payment for this work will be made in Cash Warrants, Rev. 7/15/81 r rCity of Renton Ca': for Bids ' water Project ■ - 775 B" watermain Installation POnderOss Estates ' K,C.R.O. 158 (later System Transfer Sealed bid: mill be received until 2:50 p.e., Red. March y l966 at tre City Clerk's Office end will ba Opened and publicly !mad in the ith flop: Conference room, Renton Municipal Building, 200 will Ave. South, The work to be performed within 30 working days from the date of commenenment under this contract shell inrlude, but not be limited to: rThis work will enrompass the transfer of the water System In the plat of Ponderosa Estates from K,C.R.D, a SB to the City of Renton. Included in this work will be epproaimately 415 feet of 8" Ductile Iron Pipe, and 255 r feet of Polly-,tapped, electrically bonded Ductile Iron Pipe for crossing the City of Seattle's Cedar River Pipelines, together with all necessary wolves, fittings, .nd complete restoration as set forth in the design drawings and specifications. There will be 5 conne ctlons to existing r water mains and 2 cut A cap's Of existing mains to be performed by the contractor under this contract. The City resa:ves the right to reject any end/or all bids and to waive any and/or all Informalities. rApproved plans and specifications and Iorm of contract documents may be Obtained at the Public works Department office at the Renton Municipal Building for a depos . each it of S 5500 eh set plus $ .00 to cover r postage, if mailed. The deposit will be refunded upon return of the Plans and Specifications in good condition within thirty days after Did opening, The mailing charge will not be refunded. ' A certified check or bid bond in the Amount of five percent (SM) of the total amount of each bid must accompany each bid. ' . The City's Fair Practices and Non-Discrimination Policies sshfall Apply. ' Na iv 4AIret"em, DOWY City Clerk rPublished: Record Chronicle: February 14 A 21, 1986 rDaily Journal of Commerce: February 12 s 19, 1986 r r ' ISRTifIC IOM LY PIMP06LD coprRACTOR, SUNCOWMACTDIt AND SUPPLIER REGARDING LOIIAL R"WTIQNS OPPORTUNITY .1 F7ZAC OS aC This ationsScetion la required pursuant to fedaral Lsecutive Order 173a6. !M regulations Provide that any bidder o: prospective contractor. or any of their proposed subing rules and and suppliers, Mall state on An initial Par' of the bid or nsgetlmtlmns of tl.e contntzraaccta whether it Witieipatea 1n any previous contract or subcontract subject to the equal whether St has t so, Whether 1t any filed all ace mg uctic Opportunity clause: end, ff D33Anra reporu due under appllgb:e ins truetioM. TM City has heretofore adopted Resolution 1360 undel data of June I, 1990, asmnding a •tale Practices Policy,• as Implemented by an 'Affirmative Action Progra' thtrain Mmendibq the Policy of the City of ' Renton to promote and afford equal trMtalent And service to all cltilons and to asuire equal employment opportunity based ce ability And fLtUrema to all persons tegardleas of race? creeds •?fort sehnleity, national otigint vex; Nw presence of s non-job-reLted physical, sAnsor or merital status. This policy shall likewise apply to all Motraetore, subcontractor andntal scap, 04 or suppl•ers conducting Duu reams with the City of Renton who in turn shall Alf1n and subscribe to Arad puctiea and polleisa. Tree AlorementloMd provisions Mall not apply to contract* of subcontracts for standard commercial suppliers or raw materials or firms or organizations with less than eight eMployaen or contracts of feu than f10,000 business per annum with the City. ' Who" the Contractor/Subcontractor/Supplier thereinafter referred to as the Contracttr) as required by the City of Renton to eunalt an Afflfeetive Action Plan, the minimum acceptable procantage of minorit employment will be that percentage Mich 3s currently list.- in 'Appendix I• ICd Timetables) in the published City of Renton Affirmative Action Program, 1.e. 9.it.ty of Renton Thin ►nog rem la Goals an availanle for review at the Municipal building. The underaigned contractor therefore covenants, stipulates and agrees that during the perftrnance of this contract he will not discriminate against any person In hiring, promoting, discharging, comoen- Rating or any other tan or condition of employment, by rsa*gn o! uch gzwt's status. r.ferenta the 1111 categories listed In para. 7 *Dove. ' Contractor further agres that he will take Affirmative and continuous action to ic•ure full compliance With such policy and program In all raspects; it being strictly understood and sgreed that failure to cMPIY with Any of the terms of aid provisions shall be and constitute • material breach of thin ' rontract. Contractor shall, upon requ.at and/or as soon as possible thereafter, furnish [into the City any and all Information and tOPorts required by the City to determine whether full compliance as been made by the contractor with said policy and program and contractor will Accounts by the City for the purpose of tnvs*tigat ion to atfrtetn such rvitacceMcomplisnceto his �ks. records end Contractor further Acknowledges that he has recelved a true and complete co Practice. Policy." copy o! the City,, 'Fair GAS Cc -/8'oov i ones. ant cation. r CERTIFICATION BY: "TRACTOR Cr SURGORTRAGTCA _ or or SUPPLIER _ NAML. ADDRESS[ F ly1 / 1 ' REPRESENTATIVES: r� l+l"4(�� 9f0o S TITLE: Q P)iCNE: SJ I. Contractor/Subcontractor/Supplier has particl d in s previous contract or subcontract subject to the Equal Opportunity Clau e: Yes X No I, Compliance reopen mere to Yes _NC quired to be filed in connection wit" such contract or subcontracts _ 1. Contractor/Subeontr*ctnr/buppl lee has filed all cOMpliance reports due under applicable instructions: —Ye* —No a. If Answer to its. I is •Np•, please explain In detail on reverse aide of this certification. CERTIFICATION: The reforms tiers abovb LA true And c loco to the nest o! • Rnowled `f ge:p Y ge and belief. u� An t e o gnsr p sae tyq or priett � 19neture eta Revaewed by City Authority: A, Date: r r rCERTIFICATION OF EQUAL EMPLOINENf OPPORT11N1T1' REPORT rCertification with regard to the Performance of Previous Contracts or Sub- contracts subject to the Equal Orpportunity Clause and the filing of Required rReports. The bidder , pro•osed subcontractor hereby certifies that he has has not participated in a previcus contract or subcontract subject to the' equal op rtunity clause, as required by Executive Orders 10925, 11114 or 11246, and that he has has not filed with the Joint Re Ling Committee the Director oche Office of Federal Contract Compliance , a Federal Government contracting or administering agency, or the four President's Committee on Equal Employment Opportunity, all reports due under the applicable filing requirements. ./ t anY r By: the Date: . ?JJ-ZL6 ' Note: The above certification is required by the Equal Employment Opportunity Regulations 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 contracts and subcontracts which are subject to the equal opportunity clause. Contracts and subcontracts which are exempt from the equal opportunity clause are set forth in 41 CFR 60-I.S. (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 rExecutive Orders or their implementing regulations. Proposed prime contractors and subcontractors who have participated in a r previous contract or subcontract subject to the Executive Orders and have not filed the required reports should note that 41 CFR 60-1.7 (b) (i) prevents the award of contracts and subcontracts unless such contractor submits a report covering the deliquent period or such other period specified by the r Federal pighways Administration or by the Director, Office of Federal Contract Compliance, U.S. Department of Labor. r PUBLIC WAR OR DSPROVHOrTMIT Rev. 4/83 1 PARTICIPATION CERTIFICATION: REF. RCW 35.22.650 CONTRACTS EXCEEDING $10 ODO (OR $15 000 FOR WA ZRMAIN CONSTRUCTIOK MINORITY BU 'NESS ENTERPRISES (WET and WOMENS' MINORITY BUSINESS ENTERPRISES (WMBE) (BUSINESSES OWNED AMID OPERATED BY WOMEN) ' Contractor agrees that he shall actively solicit the employment of minority group ambers. contractor further agrees that he shall actively solicit bids for the subcontracting of goods or service from qualified minority businesses. Contractor shall furnish evidence of his compliance with these requirements of minority ' subcontractors solicitation.loyment and Contractor u actors to said minority bidders on the basis of substantiallyhequalnt of proposals in the light coat 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" "Ana a business at least fifty-one percent of which is owned by minority group members. Minority group ambers include, but are not limited to blacks, woman, 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 a"tus in accordance with criteria cited above. To be eligible for award of this contract, the bidder must execute and submit, as a part of the bid, the following certification which will be deemed a part of the resulting contract. A bidder's failure to submit this certification or submission of a false certification shall render his bid non,zgponsive. MINORITY BUSINESf ENTERPRISE CERTIFICATION — Name of Certifies that: Bidder (a) it (does) (does not) intend to sublet a portion of the contract work and (has) (has not) taken affirmative action to seek out and consider minority business enterprises as potential subcontractors. ' (h) the contacts made with potential minority business enterprise subcontractors and the results thereof are listed below. Indicate whather WE or WMBE and identify minority group. (If necessary, we additional sheet.) ' ME, Min. Cr. WMBF, 1. ❑ (Name of Firm. Bid Item, Results of Contacts) El 2. _ ❑ ❑ 3 ❑ _ ❑ 6. ❑ ❑ S ❑ ❑ Mr.,'ifa. has been designated as the liaison officer for the administration of the minority business enterprise Program for this firm. 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: 1 a) It is hereby certified that the bidder is exempt from the City's Affirmative Action Plan requirements because: 1 "Average annual employment level is less than eight permanent employees, and the total contract amount with the City during the current year is 1 less than $10,000," Company -- Date BY: Tit e 1 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 rear. 1 Company Date 1 BY: title 1 OR c) It is hereby certified that an Affirmative Action Plan is supplied with this Bid Package. Said Plan will be subject to review and approval by the City as a prerequisite to the contract award, and it includes: 1 1) Present utilization of minorities and females by job classification, :) Goals and Timetables of Minority and Female Utilization, and 1 3� Specific Affirmative Action Steps directed at increasing Minority and female Utilization. 1 Company atltee---- BY: 1 Title OR ® d) It is hereby certified that an Affirmative Action Plan 1 will be supplied to the City of Renton within five (5) working da,s of receipt of notification of low-bidder status. Said Plan w. .I be subject to review and approval by the City as a prerequisite to the contract award, and 1 it will include: 1) Present utilization of Minorities and Females by Job Classification, 2) Goals and Timetables of Minority and Female Utilization, and 1 3) Specific Affirmative Action steps directed at incr.sing Minority a Fem Utilization. at BY: 1 7it le Rev. 9(9/'S GARY BUS COMrNaCrJON COMPANY, INC. MAR 2 8 ' 2440 1a0th N.E.ea2 . BMlarue,WA SM 1�os1 M1-7757 oars Budd emp Construction Company will net c scr :minaty Against any employee eaC, or applicant for employment ,.ecause Of, ell ion, six status, Pol ! tical ideele color, sexual orientation, marital Presence of am sensory,q�•�mentaestry, national Origin, or the based wpon a bona fide , Physical handicap unless afflrmat"" action t Occupational pualification, We wilt o ensure that applicants are tare that ._employees are treated cur In employed, and Presenclreptl, religion, rate, cOlgor emp l Oyment I without regard to any sensory or sex, national origin or the ' action shall include, ' mental Physical handicap, Such employment, upgrading, but not be limited o the following; recruitment demotion, or tran sfe advertising, fare;; recruitment or ' other corms of compensation termination,end selectienatf or otra�ninor including apprentice ship. we agree se Places to g, the ' available employees Post �n conspicuous to of this non—discrim:netion Pcluse.—Icant. for employment, clause. We will glue, Prior to the commencement of work, n the terms of the affirmative action supervisors, all employees akin! of P oyees having to be undertaken <o assignment , promotion, layoFF, g any responsibility for hiring,and sub—contractors, and other employment decisions, We will ensure that all employees, ' supervisors, are aware of and adhere to their maintain particularly a working enviroment free from obligation to including but not limited to discriminatory ct minorities and women, harassment and rtimiddtOonu of we will post in conspicuous Places, available to employees ' and applicants for employment, EEO posters and an EEO statement emPlO Ve indicating o�hatBPPlicant companyf or w'em snot discriminate against any employee ' religion. creed, sex, color, P orient because tof at tation race, of political sensonyologr, ancestry,senee One) enOrigin, orrita the presence mental physical handicap, We will conduct systematic recruitment efforts through the media and with empp I Oymenoyment agencies, 3cho0ls establishments, cOmmuni ty and other o,g,n:"tsCh employment for minorities training and women, s concerned with i i e�an► aa� i c©MMIMM ta�e coMrARrr, AM Mtu0MN.E.84 a &Wnea,WAM M • Q06)01•riMr i We will encourage mi nor i t,es and women currently employed by us to recruit other minorities and women for openings and anticipated vacancies. When possible we w. 11 Provide after-schocl , summer and vacation employment opportunities for women and minority youth. We will provide on the job or other training opporturities for minority and women applicants and empl w�ees, when possible. ' We will conduct a work force analysis which will enable it to identify Job categories in which minorities and women are underutilized. We kill review al , existing application forms, tests, minimum qualifications, etc, for job relatedness and necessity; revise any forms, practices, activities which would adversely impact minorities and women. We will maintain a current file of the names, addresses and telephone numbers of all job applicants, spe a firing race and i gender of each applicant and the action taken with respect to each applicant. We will keep a written record of the time and place of notice's regarding affirmative action, parson's notified, and the specific subject of the notice'%. We will maintain records In an easily retrievable and i untlerstantlabie form that wilt document any and ale openings and opportunities for advancement that occur , our efforts to train, recruit and promote minorities and the results of those efforts. We agree that we shall actively solicit the employment of women and minority members. We further agree that we shall actively solicit bids for the sub-con tract i rig or goods or services from qualified women and minority businesses. We snail i furnish evidence of our compliance with these requirements of women and minority employment snd so! lie further agree to consider the grant of sub-contracts to said women and r r GARY BUDD r CONSTRUCTION 46M COMPANY, INC. eaareocieW r244 NOEL N.E.N2 • ESEsaat,WA9M • OON Mt•77'p rminority bidders on the basis oR substantially equal proposals in the light most favorable to said women and minority businesses. rAs used in this clause, the term "women and mino^ity r businesses, means a business at least 51% of which is owned or women or minority group members. Women and ainority group members include but art not limited to Blacks, Women, Natiut Americans, Oritntals, Eskimos, Aleuts and Spanish Americans. r rFours very truly r `a rGar Buoo r r r r r r r r 1 GARY BUDD ' CONSTRUCTION COMPANY, INC. GARVOCCMW ' 24401401h N.E.a4Q Belle.ue WA9M . (2BB)881.7757 March 24, 19E6 Gary Budd construction Company EEO officer is Gary Budd. Phone 4 (206)881-7757. Gary Budd Construction Company is a small utility contract- ing company that employees between lag people including the owner, and therefore does not have an opportunity at the present time of hiring minorities. If the iob warrants hiring extra people I will meet the goals of hiring 218 M.B.E. a 91 W.B.E.. Car udd ' MAR 2 8 19W I 1 Citg or did"" fal►ined Affidwit t O.rtifirgtlem Faro IMtoll�lem,Mt1-itemt, and Mimi.Uqm U&WFedoral Aid) NMI-01111-LUSION AFFIDAVIT ' Rainy duty sworn, deposed eme sm,li ", n. It toy ian}lul r TM farap:ng pfapp4al Or Old, and that ouch Isla is yanY1M oil Am, "M=11,011 Ali ttee (Wive a Ya In the Interest or an bem.l, OF any persa not t11eMln memo. and fanner, that the depoMnt Ms not LrKtly lodw.d a "I lcitw any ofhtr Rider on TM fyegol ng emrs a ."'~ to put In a them aid, der ff, ~ Cu"Imm" lal to 1011111 tfP bidding. Y Wass, « e0ught by cc I Ius l on 10 aK ure to Na that deponent M\ hat I any.a�n 0-1 Other bidder or R:gar\, belt Or to nr other pion any advantage MO CE11TIFICATiO1 It, ASSIWW%y OF ' MITI-TRUST CLAIMS TO FIIICMM vmh O Md purcMar retpyni is ...t In Iii Kp,Mlc ~Ice oWrcMry.f MaulLng Ira, entl-Tru41 VI°bfiohf are In lei usually apfM OY the urC'DHemf. relore, vendor MretiY emfiyns to Wrohasv toy and all claim for such owr- cMrgf em t0 good! emd emfM le is D.,o fmd In a WIIW Alto this dMK W cafrKt, sace0t a! 10 OvefcMrgef re4YIT111y item Mtl-trust VIOIatIMt COe- Mocing alter TM gets of TM Old, twtaticn, der o1Mr aught establishing the prlcs under this war Or cpntreet. In addition. yougOr prrtmf got tp,...... that sKh of his supplier end subcontractwf shall assign any and oil such claims to lurth.w. sub J.C. 10 tM Nor.Mntldyd e.c.ptlon. MO MINIMUM URGE AFFIDAVIT TOM I, TM wderslgad, Mving time^ duly awrn, deposed. .a. ... NrnN }Mt in COMnKHov with Me Dsr/0ryn0 of the hoi of emit pr OJ.Ct, 1 Aill ptY WCn OI *Cl-.%Ch l."" OI Igbw*" A°rmMn, y I..CMnic Mp10Y.d i^ the perlorronta uCn AprR: M} IKt the, the Dror.,l ing rats Of wage a' not lets than the ' MinlMAY ref. 01 Veyes is tieclfi.d I^ tom 11IM1,1 1 conTract: that I h.ve read the goo" end lysgping ffel M.n1 ane .....1l Ole, Rn°w the contents 1MrK1 .ne iM fubste9Ce M. t.t f"Ih iMgln It 1rW to ev knowledge snd Ml,sf, FOIL "i COLIUS1O1 AFFIDAVIT, MSIQNKW OF RMTI-TRUST CLAIMS TO FUMCIWSG MIMIMO'I'NWA AFFIDAVIT MY ' Nror oJeal W ,jy4J-J7S i Memo o dger'a � a dad R.presemitT lste�o/ RIOder EWscri►ad gad aemra to Nfpre.r em m14 ri ally, of df�, far pW is n tea o/ wsh ington 2 as Il .t� C A I Fidelity and Deposit Company HOME OFFICE OF MARYLAND BALTIMORE,MD.212W BID BOND KNOW ALL MEN RY THESE PRESENTS: ' That we,. Gary ...._..........................._.............................................._.........._............._.................. . ...................................................... _...._._._......_._...._...__........_.........._.__._.._._...._....., a. Priodyal, (bare aftac ollsd the "Pripapa(••), said ' the ('IDtiLITI' A\p DISp:.IT COWANT M MANTLAND,of Ba in, Maryland, a corporation duly organized under the law of the State of Maryland,"Surety.(hereinafter CAW the"Surety").are held and firmly bound antm..........CSty_of. Reston............ _.................._......... ...___._....__'___...._...»._.__.___._......................................_..... .......th._....._.. .. .._._.._.._.._............................_..._.._._...._._..._..__._._....._....._....._.....................era Obligee,(hereinafter cYled e••061'Nea"). in the sum of...._11W_.jNTO�A! O total bid. amotmt_.._._............. Dollars for the payment of which sum well and 1 truly to be made,the mid Principal and tht aid Surety,bind otNadvea, our heirs,executors,administrators,successors and assigns,jointly and severally,firmly by these presents. WHEREAS,the Principal has submitted a bid for...._4..9.?...RAT.Zlra._ .O.tE[:..:14Z1 ........ ' ...._......... ........................................._..._.__......__......_.._..._._........._......... .._......_........._....._._... ........___..__._..........__..».__...,....,_..........._..._....._.........................._............_............ ._...._...,.. .............................. _...,.........._........_.....,......__.....__....._..._...... ' NOW,THEREFORE,if the Obligee shall accept the bid of the Principal and the Principal out eater into a contract with the Obligee in accordance with the terms of sugh bid and give such bond or bons as my be specified in the bidding or contract documents with good and sufficient surety for the faithful performance of such contract and for the prompt payment of labor sad material furnished in the prosecution thereof.or in the t event of the failure of the Principal to enter into such contract and give such bond or bonds,if the Principal shall pay to the Obligee the difference not to exceed the penalty hereof between the amount specifie,l in said bid and such larger amount to- which the Obligee may in good faith contract with another party to perform, the work cnaered by said bid,then this obligation shall be null and void,othtrw ise to remain in full forceand effec t. Siqned and seated this.............._.._..12fh........................day oL......._. .Marc)A._.. .... ..._..A.D. 1946. _Gars!._„ , d_Constructioa (������er ) tQ'k2r�ttl �� Priatipa! IVitarrr FIDELITY AND DEPOSIT COMPANY OF MARYLAND Simi v ,,,1`.....,GSr..�.._,.....(SUL) �e'Naess Tim Larson, serfs ' Attorney-in-Fact f llf.n—Ian, .1 p,n.N M 1M1e Amerv,n lu"ant M A,rMi,xu. ' .1.1..\ UO{WMn,\v.A�114,,Wya.r Nii sass. Power Of Attorney FIDELITY AND DEPOSIT COMPANY OF MARYLAND NON[ DFnct.wlw0d No Know ALL MEN BY TN,,, hR_„NT, That the FIDELITY AND 1$.MAIT f:nalpaNV D, MAarLAND,a corpora. tion of the Stale of Maryland,by S. It. MINSKEA Assistant iecreta 'Vice-14usfoeoL and Y. F. TOOMEY ' ,a in Mows ce l.f authority Ills, by Article VL Section 1,of the Ay-Laws of said Com. Deny.which reads as follows. m;.1. [be 1leseeem.to mY Esecwor%ese-heNdent.w any d the Senior vi,� 1 l�p ando by rM Buxd d Interim,u by the k.erut ne Commn,ee,shall berme �°n1ew Yitt.fteudents,MunY mtlwr- Y y d the A.u,am Stec, to appoint Resident\,te. powr,by and cosh the ronc..rc.re•J the Seen. as the bwstremof tire Company,m.,y.ee."e,o.tnawMrlpan Pps'Cent.,A.mior V„a FlsxdemaAnd Aua.v.em-Fan mostadsa tia recgniynm,ube s ewe y Person n.[*wain.to eserute on b'"r a the Company any be.& it mods"+&[*aM strumenU m tM meureolmNas,conrncm,ap nu,deMa,aM rckawsaM aaetnmenb d dud pane mar npuire,acid ro eA.the seal d IM CComm'and ale all w'" imrnlmem,anA daumems.h¢A the Lu,.ne d iMd Cetu:q.rA o. ' thee,hereby nominate.cmotitute and appoint Tim Larson of Seat.tle, Washington.,•• R! ruT t an lawful agent and Attorney-impact, to make, ra<rutr, senl and deliver, (or, and on iis to all as aurcry,and nits act and deed any and all bonds and undertakings.•,,.,,,,,,•._.. _ ---- AM-M e eteculion of suds Mnda or undertakings in pursuance of thm[*rearms,&hall be as binding upon said Company,"fully aced amply,tO all intents and purposes,"if they had been duly executed and acknowledged by the regularly elected officers nt the Company at its Office in Baltimore, Md.,in their own proper' penoM. The mid ew,lanl tieootal" "'hart" ,ends that the afos t ng n a true COPY 4AnYk V!,Section 1,of the By-a,n d said COmpa ty.and..nor is Force. IN WITHER WHEREOF, the said Vice-president and Assistant Secretary have hereunto subs libid their names and affixed the Cmftomte Seal of the said FIDELITY AND DEPOSIT COMPANY OF MARYLAND.thle t 20th .._. . .. .., day of April . . ,A.D. 19 79. . ..... . ... ... ATTEAT[ FIDELITY AND DEPOSIT COMPANY OF MARYLAND By ' STaTa w MAa,tAWD 1 s,- Vin. n:dawt Cm Of BALTtuon On this 20th Jarr d M41YI.W, n east for sM City a BalnntanA1 A.U. Iv 79 beds,''he,ubudMr.a No1eey rexblic •State d SwetarYd thr F[*aL1T,seep ytmm�+nwoned anA ouallMd. me the aGoeaan,ed\' .P dent and AeYuane ie,c ' nand rho oawM the [eaytt(oerANYn1\1.,yt.No,en mess fp�eed Illy kww-nr,.M the mdi,il.alund abca,dea.ra, palMm�h and auth�hat the eM,al,d tM ettcutpmdrM acme,and Enm by me duly.worn, I.the pi and euh Iw himwll de olMers O1 rM Cons I.Wines preCedin:inurument n rM f-b"'5-1 d mid Cowry-Y.and has the mid C,pam,&Seal and that the.eel e1RaM Dior.Tas du Y agreed and• then,',te,tM mid instrument by the authmty and clencrrwna f the uW Can.ien.w At such IN Tesnuoar WNs,snr,1 Aa,e M.amm sat my hand and aft mid my Official Seat,a1 the City a Bah,mcn tM d.y.td Year ' hat above mina.. • roan� ' Not ry Pub sus ... - ......._.1 ..,._1_9.. 82 aM"-y'.ea CERTIFICATE I,the unda,ipned,Avn rstaeydthelmeurr ANP U[roart CoHraxr Or Ala,rueo,dh der, certilythanhenritidI Pam d AtaorneY d rhrth r he fweloiat is a lull.uue and rwrae,COPY,n m lull Iwp acid'Rest on the dap d tMa tvnMate;and 1 Jo lu,thtl mnry that tke\'ue•Ftsaldsat rho eaecuaed the said Ibrer a Airman,seas ors d,he addesionj Vasa•Pymid<ms spe• r Wyy eutAwlaed Eyy,M Bond d DiKtsea[*appoint any Aoaney-lo-Fact at PmAidarl in Article VI,Se su,a a tM B,.4a d the F'Dat'rY ANP Uilosti COataNY d Mmnane. Tka CeniAeme may ha aiRnM by fawmikpder atM i.y•nApily d,M Idlorm r uy"Y,An" 14roatT lfm"sy ru At A,vti—of a ,Y,tins duly called and held on the 6lhlda of J IB'wlaae.LAreetwa d the leasotvho "That the fac.imlie w mtch osically"Waned Ntsa,ure d any Assistant We ittndae w h4insoun,rh.e .,acme ..ne also a�erafied r ,.v. Sreeemry a the Ctunpanv. rhetMr.lid and binstinp.yam the(,onnu y enh the same Lin r•n t 'ny piarr d ninny imueA by the("omptny,shall be Is Ta,n Noe, Wuxxro,, I have hereunto udna,;,,N J roast.,.Ihmi,h ounwllr Alhatd.' ,Z n,y name mM sued the oorpmate uA nl the sued Cwntvny, ibis ' Jars March a 86 II h..o dnumm y FOR )*OUR PRO'H:( I.(kq; FOR l'k1E 1"&D W VI-ERNIARK ADDENDUM 41 City of Renton, Dept. of Public Works ' Addendum xl to the Contract Documents for PONCEROSA ESTATES 8" Watermain Installation KCWD a58 Watersystem Transfer W-775 TO ALL PLAN HOLDERS: You are hereby notified of the following changes, deletions, additions, corrections and clarifications to the plans, specifications and other documents comprising the contract documents for the City of Renton, Ponderosa Estates 8" Watermain Installation. 1. Nott that the sheet numbers on the cover sheet are incorrect. Add 1 to each to get correct sheet number, i.e. Sheet 1 should be Sheet 2. 2. The quantity for Bid item 01 should be changed from 614 L.F. to 414 L.E. 3. Add the following to the Special Provisions: 1-07.17 Utilities and Similar Facilities (supplemental section): If :he tie-in at Beacon Way S.E. (Bid Item 09) requires that water service to customers on Beacon Way S.E. be interupted for more than six (6) hours it shall be the contractors responsibility to provide temporary service to all affected customers for the duration of the service interuption. The cost of any required temporary water service shall be included in Bid Item 09 and no futher payment shall be made. 4, Change Bid Date to March 12, 1986. Addendum N1 is hereby made a part of the contract documents, and its conditions are fully binding on the plan holder and contractor. The contractor shall acknowledge receipt of this Addendum 01 by sinning in the space provided below, attaching it to the proposals, and acknowledging the Addendum Al in the proposal . ' Received and Acknowledged: (To be Submitted with Proposal) Gary Budd Construction Company March 10, 1986 Contractor _ Date —`— Owner Mt e ' PROPOSAL TO THE CITY OF RENTON RENTON, WASHINGTON Gentlemen: The undersigned hereby certif !P S that has examined the site of the Proposed work and ham_ read and thoroughly understand_ the plans, ' Specifications and contract governing the work embraced in this improvement, and the method by which payment will be nude for said work, and hereby propose t to undertake and complete the work embraced in this improvement, or as much thereof as can be completed with the money available, in accordance with the said plans, specifications and contract and the following schedule of rates and prices !Note: Unit prices for all items, all extensions, and total amount of bid should be shown. Show unit prices both in writing and in figures.) Signature ' Address e?yyo iyD.GC �f�.S,� Names of Members of Partnership: ' OR Name of Presioent of Corporation ■ Name of Secretary of Corporation !■� Corporation Organized under the laws of With Main Office in State of Washington at Water Project r - 775 13• raterrain Installation Ponderosa Estates K.C.W.D. 158 rater System Transfer ' BC HE RULE OF PR I CEF3 ♦Mf.• Vw1♦ /..... ... ♦I •f r...• .. .w...... mow.. ... ...... . .....u... ... ..... o . -- r •.r iJTEMt APMIDX. 1 ITFJt MITM tJWIT MICED BID IT MICE I_-_MgWT_-�1' 110_t oIr11TITY IfYaif_f,sti_to be pritteo i. Not dsllmtrw tpptlw -CTB'_ 1 I I I 6CNEDULE A• ' 101. I.J}}. y/y t 1' Ductile iron Pip. t I t 1 t Lineal Foot: ITyton Joint) ! 1 I 1 � i ' i I i. 0 0 9 SaJ.c 0 1 I M al Foo! Irordsl I iFlgur•e) 1 1 I I I 1 02. t ISS 1 1• Duct.le Iron Pipe (TJ or 11J) I 1 1 I Lineal Foutl •/ Polly-Wrap and Electrically I I I 1 1 1 be • a ate I 1 _I 'J' .00 I �/ y7S. oO � 1 I t ►ow local Foot 1 1 1 1 03. 1 1 I I I a t• Tapping Too and taping 1 Val I Val 1 I t Each ve I t ! 1 I I Par eacn /y0o e n I /Yoa 0 i 1 ' I Oa. 1 3 I P late Volvo a/ Cast Iron I I t I Each I Valve Sol I 1 For I ! I 1 I I I OS. I I 1 1 1 I a• Sete Volvo •/ Cast Iran I 1 t 1 Each I Valve lox 1 t ' Ale A 1 I 1 / �>� e0 I 7So 0o 1 t r.r nacn V 1 t I t I I 1 Os. I I I Standard Fire Nydrant hossably I I I I Each I t I gc-n I ►•r Each `•. O"y1d4.�G6Jrro I .ss oe 1 I ! !� I 1 I 1 t 07. 1 1 1 I 1 !2• to a• lie-in g Puget Dr. I I I I I Loop Sue 1 Including all Fittings and Labor ! 1 1 I Coepl gte I 00 yo0 00� T 1 I 1 rer Luap Sua 1 I 1 1 1 1 01. 1 1 I P to A• Tit-in 1 EuonOs Way BF 1 1 Loy Sue Including all Fittings sod Labor I I I I 1 I Cad l.ta I 1 ' 1 t 1 t e - t. r s' / ��f 1 I.TOo J aoa of 1 I I Per Loop but .rSJ 1 I I I I 1 I I t H0. - 1 Pater Project r . 775 8• Yaterrin Installation t Ponderosa Estates K.C.r.D. 058 Water SWOOP Transfer ' MC26-4EIDUL.E CIF= F�Pt I CEB -r .w....' Yw.. ..... ... ...... ... ......... . . .... IITpIi IIPFROK, 1 iTD1 M1TM WIT MICE® DID t WIT MIIZ I 1 IO, 1 flIJM1TITY 1(*a1t /rl ua h N Er itteo fa *•r da)t cau\\ NQNf ! CTY 1 r .�l *CME*ULE a• I 1*• to b• Tie-in I beacon ray BE 1 t I 1 1 lop *an 1 lacledisg all Fittings sad labor I t 1 I I C Ilt�y 1 1 I 1 1 /9ae o0 1 /90o ao J t Gar Loop *uo Itlarbl 1 IFI g\rnl t 1 1 1 I V to b• Tie-in I of !*7tb Bit t 1 1 1 Lrp *w 1 laclroal\g all Fittings and Labor I t t cam— - J„0 //te a? t t I 1 I /USO Oy I /o 's0oO 1 1 t I Poo. lrp *Ya /V I t t I I i I I It. I 1 1 *' is *• Tie-in • If 20ta PI I 1 1 I Lung *Y\ I Including all Fittings and labor I t 0y 1� I 1 I C let t I 1 I F �� d/i � ✓b 1 /d,yU oo t /oSo ou t 1 t I ►Or 'Lump be\ 1 t 1 I I 1 112. I l 1 Cu• and Plug [listing main a 1 t t 1 1 I Lao* lug I K 157tA It I 1 i t i 1 ylJb 0 0 i■ 1 1 t ►or luo0 *u• 1 1 @■ I I t 1 7 13. 1 ► I 1 I I Cut and Plug E.111ting Plain b I 1 1 1 1 Loop *w I 11 BtA Ave 6E I 1 1 I I I •'� / 1 •YSd nd 1 'YSo. oo I 1 1 For Lump Bue I 1 1 1 t i 1 1 11. i 15 1 Portland Cement Concrete for I t I t 1 Cubic Yard I *locking, and Osadun 1 t I I t Per Cubic Yard I t t 1 I 1 1 113. 1 500 1 3/*' minus Crushed Bock for 1 1 ' Ton 1 bectiill, Driveways, and I 1 1 1 Top Cou no t. 0 1 1 1 I For Ton t � � t 1 1 i t la. 11 1 MgAalt Concrete Class '1' for 1 I 1 t I Tee 1 Fave"ot Patching t 1 t t t t O D ►•se - 2 I t f'C tfrS Water Project N - 775 !� MStorfain Installation der0sa Estates K.C.N,D, 0588Water System Transfer MCFiEOUL-E OE= PR I CE® r w.._. .w... •.._._ __. .�• i..... ... ......... ww. •...• .• ...•. ...... .. ...w w...._.�.... _s_._ .w. ... _....... .... ..w_.. FIPPROX. 1 ITE•31 YITM tldIT PRICED DID 1 WIT PRIM 1 ---- ---- f a ►a - t tea M d J ET I 1 1 I SCHEDULE A• I 17• 11 7 ►ar eoneot 2' Slow-oil abseably I 1 1 t I Each I with Cast Iron Baker as 1 I ! I I 1•r Each I ys� oo rbl t tFlpurnl 1 1 ' 1 to. 1 5 1 Ready* sad Replace Cogent Cencr•tt t I I Square Yardl Sidewalk I I 1 I I F.r Seudrp� ra d I n c ° ° I /GO o n 1 I I I U t I 7 1t• I 50 Reoave and Replace Ceeont Concrete I 1 1 I I Lineal Foot: Curb and Butter includf Drl v nc Depressed I 1 I I I -"ay Action 1 t 1 1 S .4.f�. G�L'l - 1 1 ' ! / S UU_ 1 1 : Pe'r neal Foot 1 DSO-O p I I I I 1 1 I 20. 1 too I Restore Leon area with' I Square Yard: God or good ! 1 I I I I I q ! I a0.(�_ .i+n 1 (� GO I I I I Par aquare Yard I fa 0 O U I I I I 1 21. 1 to I RIP Rap data for Bank Stabile cation I I I 1 : Ton 1 I t er on ' 22. ! 3 t Cathodic Prrt ac tl an Test Station I 1 I i Each I Type 1 or Type r 1 1 1 ! or Each 1 60U c>t� 1 1 I I I I ' 123. 1 1 1 Construction at,tl king and As-suit 1 1 1 ' I Luse Sus I Survey Notes I t I I I t t 7 P p sus t I / fan o 1 ! 1 1 1 I 1 subtotal sen.aul. •a• t S. lt Sales Ta. b 3/6/•a 6 Total Schedule 'a• pace - 3 (YOta+ put prAaaa for all hear, all e8te"4cm And total amount of bid nut be shown. Show UAit Prioss an both words and tipurea and where bonflac. occurs Um written or cyped words shall prevail.) ITEM APPROX. ITEM WITH UNIT PRICED DID UNIT PRICE AMOUNT NO. QUANTITY put prims to be written in W"dj DOLLARS CPS. DOLLARS CTS. THE ERSICNED "'DER HEREBY AGREES TO START CONSTRUCI ION WORK Ol I THIS PROTECT. I AWARDE I HIM. NO LAI ER THAN TEN (10) DAYS AFTER FINAL EI ECUTION ANI I TOG MPLETE WITS IN WO ZING DAYS AITER STARTING CONSTRUCTION. �DATED LT THTS DAY O a7k. r �ACKNOW MXEKENT OF RECUPT OF ADDENDA: NO. DATE i Nr ATE PD ATE f SIGNED / TITLE NAME DF COMPANY ADDRESS t" CITY/STATE/ZIP TELEPHONE S?a f CITY Of RENTpN p STATE CONTRACTORS BUSINES LICENSE / L�C LICENSE / .�'/,�J; G OOo Bond . o. 9 i BOND TO THE CITY OF RENTON ' KNOW All MEN By THESE PRFsENTS That we, the undersigned Gary Budd Cons'ruCtlori Comn _ as princiPal, and 1de it, 6 Deposit Comna and existing under the laws Of the State of f Marvlandcor po ration organized ' corporation, and Maryland as a surety Qualified under the laws o1 the State of Washin upon bonds of contractors with municipal corporations, as surety ga�e to become surety Severally held and firmly bound to the City of Renton is the Jointly and $41,388.41-------------------for h penal sum of -- ----- the Payment of which sum on demand we bind our- selves and Our successors, heirs, administrators or personal representatives, as the case may De. tThis obligation is en+eyed into in Pursuance of the statutes of the State of Washing- ton, the Ordinance of the City of Renton. �t DateC � e Washington. this 21eth _ dos of Match Igb Nevertheless, the conditions of the above obligation are such that: WHEREAS, under and Dun uant to Ordinance (or Resolution) No. 2295 providing for ' Eroject,No, M- 8" wat r main for Fondeross Estat s wa ter system ranafer from Kin County water District N58' (which contract �s re erred to herein and and is made a part hereof as though at hereto), WHEREAS, the said principal h�s accepted, or is about to accept. the said contract, and undertake to perform the work therein rovi set forth. P ded for in the manner and within the time ' NOW, THEREFORE, if the said s perform yhalt faithfully alloB � the tires, her the of said contract in the manner and within t ein set forth, or within such extensions of tame as may be granted under said contract, and shall pay all laborers, mechanics, subcontractors and mate-ialmen, and all persons who shall supply said principal or Subcontractors with provisions and Supplies for the carrying on of sold 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 subcontroctor 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 by the City Of Renton, then and in that event this oblit s acceptance thereof ion Shall its void; but other- wise it shall be ano remain in full force and effect. ga t Fidelity d De-osit Co of M tRevised: 8/16/83 Tim Larson, Attorney-in-Feet Power of Attorney FIDELITY AND DEPOSIT COMPANY OF MARYLAND xo.N 01ect sulwlor ru Know ALL h1AV Rh' IN, 114h.I♦F That the FIDELITY ASn I)KM,IT if INteANV•» MAan AND,a"Wp&. tion of the Mate of Maniand,by S. A, MINSKEA ,\'ice.l4euuenl,and V. F. T00FEY n .it S 'etary,in Pumufollows ce.a authority'granted by Arta*\'1.`ectiun 2.of the fly-Laan of said Co pant,whI¢h read-as lolbws. m' Mc :. I he lNe.td<in.w ny e..n mne x"ltieN•kn, 0 aq d,M 4.s VO,,rteWenuw l'nt l're.rkw apNrlly.mlho.. •ned t,o III do bl IM A it M•... l brtreaa 00 b,M!.d ue.e(anOi,Its ahatl M.e ryaer,Gv aM rah eM Dry a am am d IAe Awd.n,SdmurNs,Io aptw.nl Resident\x<Pteudema.Awdam Vre °I IM Sens a.,M buumydtM langny mis.p�ne.0 to--thaw sty W.or ..Ireadua an bM�Ib Cale nryi�nY-billy, utdertahinp.rero,rua..nlpulalwm.laaxin,t.toOn. Pee nn+epTaalM mnrumenn m tM w,u.e d .M.emenl..ddA,..dorka..nd erg..,.d iuugrnrnI..dr<r.at Wn.may.pure.and w am.the N. d,M C.",.chi to IImAd rnwumenl.It"srr. ..-Koh it.hwneu d tM C. ' don hereby nom,nate.aansntute And Appnmt Tin Lardx: of Seattle, Washington.., rue Arid 1401ul agent and Attorney in Fart, to make,eterut<,seal and deliver,for,and on its behalf as surety,and as Its act and deed any and all bonds and undertakings ' e uecution of.ucb IAmds or undertakings in pursuance of these presenth,shall to as binding upon said Company,As fully and amply,to all intents and purlruea.as ifthev had been duly executed and acknowledged by the regularly electednfhrera of the(-nmpany at its ofhtt InBAlt rro re, Md.,in their own prnper persons. 1 he Oad.{enarat SunnArr.kr.Mat, ImA. IMv IA.alargmry n A voe top)d Mrtk 1•:.Sdtwa 2.•V the at, d red I wnpany, .it it non In kOc, IN WlTNE1a \YNEaitlw the mid V"Prnldent and Assistant Secretary have hereunto sutwcnlled ' their name and afhanf The I',.r(Nnate Seal of the said F2off ITV AND Dat¢Lan C"M114y of MAN VLAND,this 20t71 day of April , A lv 79 FIDELITY AND DF.MSIT CUftPANY OF MiRI'I_AND Anly ' eSEAI S Hf • <r.rur. Cw W , ��•41e1 C rn w N:unt,x»e tM chit, 20th a y d April a u it, 7t, MI ne rrt,.. Let 9our> rubles Mw)la d nand fw the l It,.A 1{IDmux 1 1 r I wont-Aa•I V,w.•hhl n»IM AI•u t m..l Ore.pduden<alld Aaaat'tit a., Ssveur dIM flDeurr ,o llAenalT(weanv r»Al.sn. m�rp«ew al kAorn,n Lteb'rdrvdwbaad n aAJ rho OadulM,M peredmg l-drument ..d thrvtart.Adls,N,Itetl wesantbndlM Oamr,led being b-Ificn d i} amrally and Oath to Mmwlf dery+elh aced rith,that IMy ire IM tald alhNn d(M('an to eM pr<eedlq mNrumml a led(apn.te 5n1 d Laid t ae.panv..ad d. eM acrid C f»nr A(aeetud,and Ihd IM. JYaad OM.e Oils duly-feed and. bw,ibrd Io the uiq iM,rumene ba¢k awhne wponi t Seal am tAei.ugnaturn r t,ut11 IA Tsx,Nnnr .tor,I hs.e ho.,•nlo Let mY M.M mtl a1EaM my HT led tlits<tkxr 1,6 w,J Cartalratxd. ' AM ahove�ntdl. ('Mlrial S+V,u the Cuv d lbinlnde.is.Asy..it vat, seTAat � �� Notes P ..._.......... ... . see+w Notary sib Ic C wino piraN.JuLy CER71Ftf:ATE Leh ndd.,atJ.A wur J Msualm NVU..wnl,.rr.xr vAga nweo,Ju M.eLy¢t etlylMteM nrya.t renpNAl{aPe)dv'hxM1lM lgegpinet atYlt l[Yt anJt YfK, p,,nle lvJ(orla aMedd,ua tM aAte d this eutiana:sad do Ian Mr¢atJr tMt tM Vxe•/4slyet rho harotad led wd l anw e1 Atlaene)ras,Nee Vf the Addntonal Vitas 'ully.whnlud L>>the aesrq of thOver.s to.ppum ant Antxney is•hr as pas.idwl m AeMk F I.in in t t Ih<FwLlry Axa 7.ILrosn t o t...1 a Mart.xD. 1 a d TG.Cdt,fitu,e m..b ugnr.l br Iamlmb uMer anJ It,)s ItNanT d tAr fdl.,rrnt resdutmn ul:M arwd d[Wecmet dit.t { aLLrxx AxD PLroxr ttny.Nr oa SI.s M...Ao u a n»dlet dub usnl aid MW at,.eM tech des :(Ju10, 190E Fr. '!M1ar .:I. ,. . •.,.^, • ! .III .,;:.u1PfMd MtituR ofa0Y AWe Nf aM SRa.4 d— 1 to,n INM I up.I t aav curd d-name,m d h1 the C p.n.. rAn►e I wide as•b..aA uvnuag. asdJ' ampan.,shill be ..Il t,• t" name adtxed I'll .at,{Awu led.A thr wd I.oy.+n Jw ':arch 66 I OR W1. R PROI'I L 110X LOOK FtIR 1111: !'xl) DEPARTMENT Of LAMVH menu INUU.1I Hit* THIS CERTIFIES THAT n+E PERSON VA••^+EREON IS RMSTEAED AS o1IC ^F9 e,_AN AS A 1 � CONfT CON1 i N BA STATE Of WASHINGTON 1 I+ CC01 fARYBCL1BC00 09/17/� u j $ANY EUOB CONSTRUCTION CO 1 ; 2440- 14O1H NE, B42 BEIIt YUE WA 9AOCT 4 II�� uaOiaMan '+�'>�aartrtt=��+ :=fx�afca•-•-•.+•�=+-e=.•� -'za=rvt�l� ISSUED .1101.i CITY OF RENTON BUSINESS LICENSE _ •` T+ PEE l:cenaw aM maW apW:calwn`Y•__ -�Renton Bus:Mu I..ci+ae �. 1 a.o %of Title v Nuaroeta MgWa+•.•. GM I Co of aeNril EbO+nir: and AQreea to corndr w:m All IN 4,om_. v—'Mw of aid olranYKe Ucentae. +f. 1 Li an,anain olMr Cnr Caaaa.ora..,..•. 5wu uweaM Npwnwneaop�• +: - i it fnm u<anua nereunwr 1 i 1 1 1 1 1 1 v, • srrz,ra�oaw, aw.xxE:Fn �2f-86 TMa aMTwu'fa All wTTIM OF NFpwwATgw,Ow Y.;yp .._.. .-._ EV(1(PR-1Lf IM:YIS, INC. t1prtE MAA�TM tw r,q�kM ilEE CtMTnCATe DOEEMDTT~ 1Y00 f7atlab Aw. S., 1605 Arrowaeo aT TW FMII:Mw ERON Saattla, W,,hiMBtm 98I(M➢ OCIIRAIM AFFORDING COVERAGET A!vMFD PACIFIC LNSDBANCE ^OIffAR URY JU➢D OMSTRWrJOB OOWM dellewe, Jaahin►too 96005 - Taw A tO CFRTIry Twwf FOwICM TAMOaIw NEr'M DOMOITgw�a ve(gE1M MCNM °M T«E f.a+tY nepoce N Am �'�N� wrNattAMwyikywat y�p�p.p rir NapAk{ p , 4"TO wleLlfTTms..1"w Tnalk, my U USIOW AMD�COW POUCY•O,I,uJE,F � fnt(r.t of en-+n,-µr �aB¢,Tv taP^;N a•MwMAi urwm LOVPWM vE r IfR447i670 `N:'n: ; �r-ac il—iS �sl-8di I s �. 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Washington 98055 a•«r«No uNwr T,a carat 'To Aa+na r Er«E MDS wwmw wfDATio«aM�uaurr eE«TATfvte. lrLw ' 1 of 7 CONTRACTS OTHER THAN FEDERAL-AID FHWA t THiS AGREEMENT, wade and entered Into this / day of z. ,k' 19 , by and between THE CITY OF RENTON, Washington, a municipal corporation of the State of Washington, hereinafter referred to as "CITY" and Gary Budd Construction co hereinafter referred to as "CONTRACTOR." ' WITNESSETH: 1) The Contractor shall within the time stipulated, (to-wit: within 30 tworking days from date of comnencement hereof as required by the Contract, Of which this agreement is a component part) perform all the work and ' services required to be performed, and provide and furnish all of the tlabor, materials, appliances, machines, tools, equipment, utility and transportation services necessary to perform the Contract, and shall tcomplete the construction and installation work in a workmanlike manner, in connection with the City's Project (identified as No. W-775 1 for improvement by construction and installation of: g^ _Water Main for Ponderosa Estates Water System Transfer from King County Water ' District •58. All the foregoing shall be timely performed, furnished, constructed, ' installed and completed in strict conformity with the plans and spec- ifications, including any and all addenda issued by the City and all ' other documents hereinafter enumerated, and in full compliance with all applicable codes, Ordinances and regulations of the City of Renton and ' any other governmental authority having jurisdiction thereover. It is further agreed and stipulated that all of said tabor, materials, Appliances, machines, tools, equipment and services shall be furnished 2of 7 , Contracts Other Than Federal-Aid FHWA ' and the construction installation performed and completed to the satisfaction and the approval of the City's Puhlic Works Director as ' being in such conformity with the plans, specifications and all require- t mer , of or arising under the Contract. 1 2) The aforesaid Contract, entered into by th- acce)tarce of the Contractor's ' bid and signing of this agreement, consists of the following documents, ' all of which are component parts of said Contract and as fully a part thereof as if herein set out in full, and if not attached, as if hereto attached. a) This Agreement ' b) Instruction to Bidders c) Bid Proposal , d) Specifications e) Maps & Plans , f) Bid g) Advertisement for Bids ' h) Special Provisions, if any i) Technical Specifications, it any , 3. If the Contractor refuses or fails to prosecute the work or any part thereof, with such diligence as will insure its completion within the time specified in this Contract, or any extension in writing thereof, ' or fails to complete said work with such time, or if the Contractor , shall be adjudged a bankrupt, or if he should make a genenal assignment for the benefit of his creditors, or if a receiver shall be appointed on ' account of the Contractor's insolvency, or if he or any of his Rev. 4/83 , Contracts Other Than Federal-Aid FHWA 3 of 7 ' subcontractors should violate any of the provisions of this Contract, ' the City may then serve written notice upon him end 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 1 for the correction thereof be made, this Contract, shall, upon the expiration of said ten (10) day period, cease and terminate in every respect. In the event of any such termination, the City shall immediately ' serve written notice thereof upon the surety and the Contractor and the surety shall have the right to take over and perform the Contract, ' provided, however, that if the surety within fifteen (15) days after the serving upon it of such notice of termination does not perform the Contract or does not commence performance thereof within thirty (30) ' days from the date of serving such notice, the City itself may take over the work under the Contract and prosecute the same to completion 1 by Contract or by any other method it may deem advisable, for the 1 account and at the expense of the Contractor, and his surety shall be I iable to the City for any excess cost or other dam..ges occasioned the tCity thereby. In such event, the City, if it so elects, may, without liability for so doing, take possession of and utilize in completing ' said Contract such materials, machinery, appliances, equipment, plants ' and other properties belonging to the Contractor as may be on site of the project and useful therein. 4) The foregoing provisions are in addition to and not in limitation of ' any other rights or remedies available to the City. 11 �t Contracts Other Than Federal-Aid FHWA a 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 C to be performed hereunder, including loss of life, personal injury i 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 performance of the Contract, including its use by the City, unless otherwise specifically provided for in this Contract. ' In the event the City Shall, without fault on its part, be made a party ' to any litigation commenced by or against Contractor, then Contractor t shall proceed and hold the City harmless and he shall pay all costs, expenses and reasonable attorney's f?es incurred or paid by the City ' in connection with such litigation. Furthermore. Contractor agrees to ' pay all costs, expenses and reasonable attorney's fees that may be incurred or paid by City in the enforcement of any of the covenants, ' provisions and agreements hereunder. t 6) Any notice from One party to the Other party under the Contract Shall ' be in writing and shall be dated and signed by the party giving such , notice or by its duly authorized representative of such party. Any such t 5of 7 Contracts Other Than Federal-Aid FNMA 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. 1 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 30 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 sun of S105.00 One Hundred Five Dollars and No/100ths as liquidated damages (and not as a penalty) for ea^h such day, which shall be paid by the Contractor to the City. 1 8) Neither the final certificate of payment nor any provision in the Contract nor partial or entire use of any installation provide, for by this Contract shall relieve the Contractor of liability in respect to any warranties or responsibility for faulty materials or workmanship. The Contractor shall be under the duty to remedy any defects in the work and pay for any damage to other work resulting therefrom which Shall appear within the period of one (1) year from the date of final acceptance of the work, unless a longer period is specified. The City will give notice of observed defects as heretofore specified with reasonable promptness after discovery thereof, and Contractor shalt be i 1 Contracts Other Than Federal-Aid FHWA 6 of 7 obligated to take imaediate steps to correct and remedy any such defect, ' fault or breach at the sole cost ad 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 Cdr•ract as may be requested by the City from tine to time, 1 10) The Contractor shall furnish a surety bond or bonds as security for the , faithful performance of the Contract, including the payment of all ' persons and firms performing labor on the construction project under this Contract or furnishing materials in connection with this Contract; said bond to be in the full amount of the Contract price as specified ' in Paragrw. 11. The surety or, sureties on such bond or bonds must be duly licensed as a surety in the State of Washington. ' 11) The total amount of this Contract is the sun of $41,388.41 Forty-one _ Thousand, Three Hundred Efgnt-eight and 41/100 , w�ich includes Washington , State Sales Tax. Payments will be made to Contractor as specified in the ' "Special Provisions" of this Contract. Rev. 4/83 ' ' Contracts Other Than Federal-Aid FHWA 7 of 7 IN W1', ,ESS WHEREOF, the City has caused these presents to be signed by its ' Mayor and attested by its City Clerk and the Contractor has hereunto set his hand and seal the day and year first above-written. ' CONTRACTOR CITY OF RENTON ' resa ,n*. artner_ herMayor ATTEST: ' Secretary ) City erK d/D a 1 (Iwy mn name ✓ JJ'' Individual VfPartnership _ ' Corporation _ A Corporation Tate o ncorporat ion t ' 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 oy-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,'ela (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. CITY OF RENTON ' INSTRUCTIONS FOR E.E.O. CONTRACT COMPLIMICE REPORTING (Ref: Title VI Civil Rights Act; Executive Order 112e6, and city Resolution ZS40) 1, This City of Renton Equal Employment Opportunity Reporting System will apply to all contracts in excess of $Io,Ooo awarded by the City, except for those contracts which involve ' separate State Highway Department or Federal E.E.O. Report requirements. (See attached Sample Report Form - City of Renton) 2. EEO Reports for each month are to be submitted during the first week of the following month while a contract is in progress. Separate Report Forms will be used by the Prime Contractor and by each Subcontractor. The Prime Contractor is responsible for ' obtaining, verifying and submitting the reports relating to Subcontractor EEO performance. All reports are to be delivered to the appropriate City Project Engi"er, and will be considered a prerequisite to the processing of Monthly Progress Payments. ' 3. In the event that a contractor is involved with more than one City Contract at a given time, each contract is to be reported separately. Under no circumstances will EEO statistics for multiple projects be combined. e. Monitoring of EEO Compliance will be related to the Goals and ' Timetables contained in the Affirmative Action Plan as con Firmed by the Prime Contractor in connection with the bidding process. (The Prima Contractor should obtain an Affirmative Action Program ' from each of the Subcontractors.) When the City's Project Engineer is not satisfied with the EEO performance on a specific project, an attempt will first be made to resolve the problem by direct ' liaison with the Prime Contractor. if a satisfactory conclusion is not negotiated, the matter will then be referred to the City's EEO Officer foi further evaluation. A ten-day "show cause" will be sent to the Contractor before any further referral of a ' problem to the City Affirmative Action Steering Committee, and Possible subsequent action by the City Attorney. 1 ' Revised 1/417S Revised 7/8/8O 1 CONTRACTOR/SUBCONTRACTOR MONTHLY MANPOWER UTILIZATION REPORT ` REPORTING PERIOD Month: Year: To be submitted to the City's Project � ' Engineer during the 1st wak of oject inq n Goals and Timetables as committed month while contract is in rfol in Contractor's Affi,tive p Donal, Pritne�`N�� Action Plan 3 Contractor is responsible for obtei ning and ' 5obmitti-ng all Subcortra�tor Re ris. or per City's Plan g,l 1, TO. 'Peas and location of Capllsnce As., Oept,) Fr o (Pane and lo<a[1on of carnet or' This report is regtn red by Executive Order 11266, action 203. ulure to report can ' result in sanrtions which include suspension, termination contract. , cancellations or debarment of ' 7• f 5• e. t coin- Totsi Total Port Hours of employment ($ee foot meta) rity number umber 71au1 a. •• c. • . • u,'h of or of f1a- His- <r. Aa iar/ Total mdncrit Employ. ' Cocpagyla Fame (:.C.1 --.a* tlone rota Hack p^n is ndian Patul, ve- total Employ- lee tslarl .ace WT. sea AD Tr A Tr ' Tr ' C A^ ' A An Tr AD Tr AD [ ' r 1 7_ Ccmpary Cfficlal's lg na;u re m Tr e Date f:8 neo 1 lr.c.u.e A-ea a . �e:. 11/77 (•Hales i Females, a• 7/80 (Submittal Requirementana City ssGoels/Timetables) INSTRUC^_IONS FOR FILING EMPLOYMENT UTILI-ATION REPORT (CITY OF RENTON) , The EmPloyment Utilisation Report Is to be completed by each subject contractor , (both Prime u,d subcontractors) and signed by a responsible official of the ed on the'day required, each month the term of then'cntracte and to bthey lshall include the total work-hours. v rkedgon ' the project for Ach employee level in each designated trade for the entire reporting collecte a-d shall and contractor pri t reports for seach subcontract reports work iforce rtof the eCompliance a Agency that 1s funding their construction project. Reporting Period ' Self-explanatory Compliance Agency . . . . . . . . . . City of Renton (administering department) Contractor . . . . . . . . . . . . . . Any contractor who has a t qualifying construction contract with [be City of Renton. , 1. Company's Name Any contractor or subcontracto- who has a qualifying contract. ' 2. Trade . . . . . . . . . . Only those crafts c -ered under applicable EEO bid conditions. 3. Work-hours of Employment . . . . . The total number of hours worked by all , employees in each classification; the total number of hours worked by each *minority , group in each classification and the total work-hours for all women. Classification . . . . . . . . . . The level of accomplishment or status of ' the worker in the trade. (C - Craftwo rker - Qualified, Ap - Apprentice, Tr - Trainee). 4. Percent of minority work- , hours of total work-hou-s . . . . 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 aJ 5. Total Number of Minority Employees . . . . . . Number of minority employees working in , contractor's aggregate work force during reporting Period. 6. Total Number of Employees . . . . Number of all employees working in contractor's , aggregate work force during reporting period. + Minority is defined as including Blacks, Hispanics, American Indians and Asian t and Pacific Islanders - both men and women, , REQQUIREMENTS FOR THE PREVENTION OF ENVIRONMENTAL POL4'4T7bA"app�(� CES ' In accordance with the provisions of Chapter 62, Laws of 1973, H.B. 621. the Contractor shall secure any per or licenses required by, and comply fully with all provisions of the follow- ing laws, ordinances, and resolutions: Kin Count Ordinance No. 1527 requires Building and Land eve opment tvtston an y raulics Division review of grading and filling permits and unclassified use permits in flood hazard areas. Resolution No. 36230 establishes storm drain design standards to be incorporated into project design stanu- ' ,;sign to Le incorporated into project design by Engineering Serv, ces. Reiiew bya Hydraulics Division. t Kin Count • Ordinance No. 800 No. flo, 0 900, No. 1006 and Resolution in-ltn 0 o- an o, g ounty o e tt es an eontatned tion of refuse and litter in a licensed disposalnsi a and pro- Penalties vide penalties for failure to comply. Review by Division of Solid Waste. �Pugge� t Sound Air Pollution Control A encv Re ulation I : A regu- laLton to contro t e emission o air contaminants rom all sources within the jurisdiction of the Puget Sound Air Pollution ' Control Agency (King, Pierce, Snohomish, and KitsaP Counties) in accordance with the Washington Clean Air Act, R.C.K. 70.94• WASHINGTON STATE DEPARTkIECT 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 1 . ' L.C.W. 90.48: Enacted to maintain the highest possible standards io ensure tie 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 en'_ require the use of all known available and reasonable methods the waters of the t by industries and others to prevent and control the pollution of State of Washington. It is unlawful to throw, gento any of the water of this drain, run or otherwise discharge i State any organic or inorganic matter that shall cause or tend ' to cause pollution of such waters. The l civil penalties aw also provides for of $5,000/day for each violation. R.C.Ii. 7p,g5: Establishes uniform statewide program for handling so wastes which will prevent land, air and water pollution. Makes it unlawful to dump or deposit solid wastes onto or under t the surface of the ground or into the waters of this State except at a solid waste disposal site for which there is a valid permit. WASHINGTON STATE DEPARTMENT OF NATURAt. RESOURCES ' R.C.N. 76.04.370: Provides for abatement of additional fire haz- er an s upon which there is forest debris) and extreme fire ear building, ' hazard (areas of additional fire hazard n 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 a atement o orest fires or forest fire conditions. , R.C.W. 70.94.660: Provides for issuance of burning permits for a atinTi—g or prevention of forest fire hazards, instruction or silvicultural operations. R. W. 76.04. 310' Stipulates that everyone clearing land or Teniing—ii�t=of-way shall pile and burn or dispose of by other ,satisfactory means, all forest debris cut thereon, es rapidly as iGe 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, gravTstone, and earth from borrow pits) which provide for fees 'and permits, plan or operation, reclamation plan, bonding, and inspection of operations. W.A.Q.. 332-18: Delineates all requirements for surface mined 1 Tan-rrcc amation. W.A.C. 332.24; Codifies requirements of R.C.H. 76.04 pertaining 1 to annT_clearing and burning. U. S. ARMY CORPS OF ENGINEERS ' Section 1 of the River and Harbor Act of June 13, 1902: Author- izes ecretary o rmy an ores o ngineers to issue permits to ,any persons or corporation desiring to improve any navigable river at their own expense and risk upon approval of the plans and specifications. Section 404 of the Federal 'later Pollution Control A (PL9:-500 ' tat. —Rut o�Fi riles-t a ecretary o t e Trm y, acting ' t roug t e orpa of Engineers, to issue permits for the discharge of dredged or fill material into the navigable waters at specified disposal sites. Permits may he denied if it is determined that such discharge a will have adverse effects n municipal water hellfishbedsand fishery areasandwildlifeorrecreationalsareas. ' MISCELLANEnUS FEDERAL LEGISLATION Section 13 of the River and Harbor Act an roved March 3, 1899: ' rove es t at isc arge o re use without a permit into navigable waters is prohibited. Violation is punishable by fine. Any citi 'zen may file a complaint with the U. S. Attorney and share a por- tion of the fine. .2- ' PERMITS REQUIRED FOR THE PROJECT ARE AS FOLLOWS: KING COUNTY BUILDING AND LA.YD DEVELOPMENT DIVISION Kin Count Resolution No. 25789 requires an unclassified use permit or tilling, quarrying including borrow pits and associ• ated activities such as asphalt plants, rock crushers) and refuse disposal sites and provides for land reclamation subse-quent to these activities. A copy is available at the Department of Public Works or Building and Land Development Division. Shoreline Mana ement Oct 1971 requires ■ permit for construction on tate s ore tnes. e�ti acquired by public Works and reviewed by Building and Land Development Division. Kind County Ordinance No. 1488 requires permit for grading, land n11s, gravel pits, ping, quarrying and mining operations except on County right-ef-way. Review by Building and Land Develop- ment Division. WASHINGTON STATE DEPARTMENT OF FISHERIES AND GAME ' Cha tap r 112, Laws of 1949: Requires hydraulics permit on certain protects, tng ounty epartment of Public Works will obtain.) WASHINGTON STATE DEPARTMENT OF ECOLOCY W.A.C. 173.220: Requires a National Pollutant Discharge Elimination TTs_t_em--rRMM 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 t waters into Late surface or ground water (such as gravel washing. Pit operations, or any operation which results in a discharge which contains turbidity.) ' W.A.C. 509-12-100: Requires permit to use surface water. W.A.C. 508-12-190: Requires that changes to permits for water use e revtewe y tWe 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. 1 W.A.C. 508-12-220: Requires permit to use ground water. ' W.A.C. 508-12.260: Requires permit to construct reservoir for w8ter storage. W.A.C. 508-12.280: Requires permit to construct storage dam. W.A.0 508-60: Requires permit to construct in State flood contro zone. King County Public Works secures one for design. ' Contractor secures one for his operation (false work design, etc . '. . ' -3- 1 PERMITS REgUIRED FOR THE PROJECT - Continued WASHINGTON STATE DEPARTMENT OF NATURAL RESOURCES ' R.C.N. 76.04.150: Requires burning permit for all fires except of sma out oor fires for tecreational purposes or yard debris ' disposal. Also the Department of Natural Resources reserves the right to restrict burning under the provisions of R.C.W. 76.04.150, 76.04.170, 76. )4.180, and 70.94 due to exteme fire weather or to prevent restriction of visibility and excessive air pollution. ' R.C.W. 76.OB.030: Cutting permit required before cutting merchant- able rim et. ' R.C.W. 76.08. 275; Operating permit required before operating power equTpment in dead or down timber. 1 R.C.". 78.44.ORO: Requires permit for any surface mining opera- tion (Tnc u ing sand, gravel, stone, and earth from borrow pits) . UNITED STATES ARMY CORPS OF ENGINEERS Section 10 of River and Harbor Act of March 3 1899:S.Requires ' permit or construction of er t an rT ges, see Coast Guard administered permits) on navigable waters (King County Department of Public Works will obtain) . ' FIRE PROTECTION DISTRICT R.C.W. 51.28.010 52.28.020 52.28.030, 52.28.040ens, 5 ies2.28.0of50ai: lure , vi es aut ority or, requirements o an p t ro to secure a fire permit for building an open fire within a fire protection district. ' UNITED STATES COAST GUARD Section 9 of River and Harbor Act of March 3 1899 General grid e , ct o .!arc an Generalri a ct o as amen e August egUires a permit for construction ot bridge on naviga a waters (King County Department of Public Works will ' obtain) . King County Department of Public Works will comply with pertinent sections of the following laws while securing the afore- mentioned permit : Section 4(f) of Department of Transportation ' Act, National Environmental Policy Act of 1969. Water Quality Improvement Act of 1970. PUGET SOUND AIR POLLUTION CONTROL AGENCY t Section 9.02(dI ) (2) (diiij of Regulation I: Request for verifica- tion o popu atTon ensity. ontrattor 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- , tPERMITS REQUIRED FOR THE PROJECT - Continued ENVIRONMENTAL PROTECTION AGENCY Title 40 Cha ter Ic Part 61: Requires that the Environmental Protect on gency a nott tea 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 resolutiois are available for inspection at the Office of the Director of Public Works, 900 King County Administration Building, Seattle, Washington, 98!04. It shall be the responsibility of the Con- tractor All costsoresultingttherefromfshall bewith allincludedmintthehBidiPrices ' and no additional compensation shall be made. All Permits will be available at construction site. 1 1 1 t -S- ' HNY R32320 AA FRFVAILING MINIMUM hCURLY NAGE RATES DECEMBER 09, 1985 CCCUPATIONS FLAGCERS ' LOCATILN: CLALIAM. CFAYS HARBOR, ISLANC. JEFFERSON, KING. KIk BAP: L'F%IS. MASCN. PACIFIC INCRTM CF WAHKIAKUM COUNTY NORTHERN BOUNDARY EXTENDED SNCHCMISMD,U E WEST O THURSTON. WkATCDM THE I CLUNTFIC DIES.+I AMU I YAKIMA SCOUNTY ITMA7 ' PURIIOk LYING %EST OF THE 12CIH MEkID1AN1. ' FRIhGt BENEFITS TOTAL Hk0LV BENEFITS 3.43 %/hK. WAGE RATES GCCCODEICN OCCUPATION STATE OE SCRIiTICN RATE 260-0010 FLAGGER ' 260-JU20 FLAGMEN 10_78 ..iHER ' 260-9010 STATE: UVERTIME - ALL HOURS %ORKFO IN EXCESS CF 8 HOURS PER DAY OR 40 HUURS PER WEEK SMALL bF PAID AT CAE ANC ONE FALF TIMES THE REGULAR ' RATE OF PAY. 1 t 1 ' C17Y OF kFhlCK WATEk SYSTEM PRUJEC7 N-775 PONCERCSA ESTATES PACE I ' NWV-R32320-AA PREVAILM MIMIMUM.MOyR1Y "of RATES DECEENER 09. 19RS OCCUPATICNA LJECPFFS ' ISE►EA G LATER LINE CCASTRLCTICNI LOC41ICNI CLALLAM. GRAYS MARBUR• ISLAND. JEFFERSCN. KING. KITSAP. !66JS. EF EATENDECPACIFIC WEST TO THE PACIFICUCCE�AI.Y NCRT PIERCE. SKfAGIT. ' SNGWCMISI•. TMURSTON ANC YMA7COM COUNTIES. FRINGE BENEFITS PEALTM AND WELFARE PENSIGN 1.75 AN1R. ' TRAINING FUND 1.55 sf" . .13 A/MR. WAGE RITES OLCLPATICA CLCuP1T ICN CODE DESCRIPTICN STATE RATE 360-0010 GENERAL LAtlGR ER 36C-002C PIPEIAVFR 13.8C 36C-003C IOPMAN 14.28 ' 14.14 1 1 ' LITV GF Rf N7CN WATFF SYSTEM PROJECT M-77: PONDEAUSA ESTATES FAGF 2 HWY-R32320-AA pREVA1LING MINIMUM HOURLY WAGE RATES DEOEMBER OS. 1985 ULLUPATION( PC►FR ECLIPIfhI CPERATCRS ISEWER I WATER LUNSTRULTICKI LULATICN: CMEIAN, LLALL*P. COUGLAS ITMAT PCRTION WHILE LIES WEST OF IMF 12010' MFRIDIANI. GRAYS MARSCR. ISLANC. JEFFERSCN. KING. KiTSAP. ' KITTITAS. LEWIS. MASON. PACIFIC (NORTH OF A STRAIGHT LINE FRCP THE SCU71-FRN BCUKCARY CF LEWIS COUNTY EXTENDED WEST TO THE PALIFIL OCEAN) PIERLE. SKAGIT. SNOHOMISH. 7MURSTUh. WMATCCp ANC ' VAKIPA CCUNTIES. FRlhOk BFhFFAl$ t fEALTH AND WELFARE FEhSIGh 1.95 I/MR. TRAINING FLNO 2.00 I/hR. .21 I/MR. ' WAGL RATES LL(;UVATICh' LCLUPATION CODE DESCRIFllch STATE RATE GRCUP 1 581TCC4( dAC► fIILFR 58J-003C RACKFUt 178C CASE Ill-E AND LARGER WITH 16.92 ' ATTA(F pENTSI 16.92 `.BC-CiCC CLAP `-8G-012C ChANE 16.92 58J-0130 GITCFIhG NACrINF 16.92 ' 56C-C15C I)0I1_1. IALL LAT. 1VFE 0-3 ANG LARGELI 16.52 580-0160 CR4GLIN, 16.92 S9u-0190 FRChT-k NC LCADER 12VCS. AN-. UVE41 16.92 5dD-021C MECHANIC 16.42 580-0224, MELFANIL WELDER 16.92 580-024( PCT(R GpAGEF 16.SJ 580-U31C SCWEEO 16.92 580-0330 SMCVEL 1: YCS. AhC UNDERI 16.92 5OC-C35L SICE UGCp (ALL CAI, TYPE 0-3 AND LARCER) 16.92 16.92 GROUP 2 58U-0020 WALKhCE 1680 LASE TYPE AND' SMALLER WITH Al1ACMMkN151 10.425 580-0050 BENLING MACFINE 580-U060 BLCM TRO(K ISTATICNARYI 16.425 580-OOIC BORING MACHINE 16.425 16.425 CITY CF RENTON ' WATER SVSIEM PRCJECT W-7 7' PGNCERCSA ESTATES PAGE 3 ' HWY-R32320-AA ►REVAIIIAG NIAIPUM .HCOLY WAGE RATES DECEMBER 09. 19BS OCCUPATICNI FCbER ECUiPMEMi OPERATORS ISEbER A bATER COMSTAUCTIONI LOCATIONS CHE►AN. CLALLAM. DOUGLAS 47HAT PCRTIGN WHICH LIES WEST OF ThE 120Th MERICIANI, GRAYS I'ARSOR. ISLANO. JFFFERSON. KING. K11SAP. K11111AS. LE61S. PASCN, PACIFIC MATH OF I STRAIGNI LINE FROM THE SOUTFERN BOUNDARY CF LEWIS COUNTY EXTENDED WEST TO THE PACIFIC CCFAN) PIERCE. SKAGIT. SNOHOMISH. THURSTON. bHATCOP AND ' YAKIPA CCLNTIES. WAGc RATES ' DLL CODEICN CCCUPIT iCA STATF DESCRIPTICN RATE ' GROUP 2 5bG-009C CUPPACTORt 580-014C DOZER IANV TYPE SMALLER IMAN CAT 0-31 16.425 ' )b•425 SBU-017U CkI1LS ILERCI TY, E) 580-OIEC FRCN7-END LCADER (UNDER 2 VC.1 16.415 560-0200 GIN TNJCK 16.425 580-0230 PFLNANCCAL CREISFP ILAR(F GREASE TkUCK) 16.425 580-027C PAVING MACHINES 16.425 16.425 580-024C PLT FIREMAN 'ENGINE GPERAIEO ABOVE 3 BBL.) 16.475 ' 580-0300 k(LLFAS 580-032C SERVICE PLU► 16.425 580-0340 SIDE bUOM (ANY TYPE SMALLER THAN CAT U-31 16.425 58C-C3tC IRACIAIR 16.425 ' 580-038C WELL POINT SYSTEM 16.425 16.425 GRCUP 3 580-04;It AIN CCMPRFS<.CR SBO-JU80 CHAIN TYPE CITCHER IOI7Ch 611CH1 14.46 580-011C CCNCFETE SAb 14.46 580-026C OIL-GREASER 14.46 540-02SO CILEQ 14.46 58C-625C PLMP 14.46 ' 580-037C WELDING MACHINE 14.46 14.46 ' CITV UP AFNTUN WATEF SYSTEM PRGJFCT W-17S PONDEROSA ESTA1t$ t FACE 4 ' MNY-932320-AA PREVAILING NIMIFNNL NOW V WAGE RATES DECEMBER 99. 1983 OCCU►AIIONL PCbER EGLIPPEKI CPEFATCPS tISE►ER I WATER COhSiPUCT10N1 LOLATICN: CHELAh. CLALLAP. COUGHS ITPAT PGRTIUN WHICh LIES WEST OF 104E 12CTh MEAIOIAAI. GRAYS HARBOR. ISLAND. JEFFERSON. KING. KITSAP. KITTITAS. LEWIS. HASON, PACIFIC EMORTH OF A STRAIGHT LINE FROM THE 'CLT"FRN FCUKCARY CF LEWIS CCUNTY EXTENCEC WEST TO THE PACIFIC OCEANI PIERCE. SXAGIT. SNOHOMISH. TIURSTDK♦ WHATCCP AMC VAKI►A CCUNTIFS. OTHER eSOU-9914 STATE: UVERTIHE-All WORK PERFORMED IN EXCESS CF 8 hCURS CFR DAY CR 40 hOURS PER WEEK AND ALL WLhK FEFFORMEC Ch SATURDAYS (EXCEPT PAKE- ' UP CATS$ ANC SUNCAVS SHALL BE PAID AT CKE AND CAE-FALF 711'ES ihE REGULAR RATE OF PAY. ALL WUKK PERFORMED CK HOLIDAYS SHALL BE PAID ' AT CLUBLE TFE REGULAR RATE OF PAY. 1 1 ' CITY CF FENTON PATER SVSIEM FRCJECT W-774 PONCERCSA ESTATES PAGE 5 1 HWV-R3232O-AA PREVAILIAG M1AIMUM NCLRLY WAGE RATES DECEMBER 09. 1985 OCCUPATION& SURVEVCRS ' IOCATICN& CLAIIdR. GRAYS HAREOR. ISLAAC. JEFFERSCN. KING. KITSAP. LE4IS. MASON. PACIFIC. PIEkCE. SKAGIT• SNOMCMISM. THURSTON AMC WFATCCM CCUNIIFS. FRINGE BENEFITS TOTAL hOLRLV BENiFIT - PARTY CHIEF 1-SC S/HR. TGTAL NCLRLY EFKEFIT - INSTRUMENT PERSON 1.00 f/Nk. TOTAL NCLRLY BENEFIT - CHAIN PERSON .7C f/HR. WAGE RATES ' ULCUPATIUK CKCLPA II GA CODE DESCRIPTION STATE RATE ' 72C-CC1C CHAIN PENSCK 720-OU40 INSTRUMENT PEk SUN (JUNICR ENGINEERI 1.00 720-O070 PARTY CHIEF (ASSISTANT ENGINEERI 1 . 11.50 OTHER 720-9010 STATE. DVER71ME - All NCLRS I.GRKED IN EXCESS LF tl HCU RS ;ER CA Y OR 40 FOURS PER WEEK SMALL OF FdtO AT CKE ANC ENE-FALF T1MES THL REGULAR VATS CF PAY. 1 CITY CF FFNTCN WAIEk SVSIEM FPCJECT W-77! ' PONCERCSA ESTATES PAGE A ' NWY-432320-AA PREVAILING R1AiMWE HCUpLy WAGE RATES 06CNIBER 09. 19BS CCCUPATICNs TEAMSTERS "CATION' CLAIIAP. GFAYS HARBOR. ISLANC. JEFFERSCN. KING. KITSAP, lEW(S. MASON, PACIFIC INORTH 1 THE ►AHKIAKUM CCONTY NORTHERN BOUNCARY t SNO"CMFC CUE WEST TO TPE PACIFIC OCEANI. P - ERCE. SKAGIT, SNONCNISH. IHLRsiCh. AND WHAT(CM CCUNTIES. Fk INCt BENEFITS ' HEALTH AAO WFIFARF PENSION 1.89 1/HR. ' 1.75 SINA. 'iAGE HATES UCLLPATICA CCLUPATICN CUDE UESCRIFTI[h STATF GRCUF 1 RATE 73C-06SC LFVEPMAN AhG LCAOERS AT EUNKERS AND BATCF Pt4 h1S 17.06 730-1200 SWAWFFR 73C-141C wAREHOUSEPAI, AND CHECKERS 17.0E GkCUF 2 11.06 73C-13CC 1FA0 Cd IYER GhUUP 3 17.11 730-0110 EULI LIFTS. OR SIMILAR FCUIPMFNT USFO IN' LCAGING CR GALCAOIKG TRUCKS, TRANSPORTING 17.1E MATERIALS ON JOB SIIES:WAREHOUSING 730-01r0 Bus CF FMFLCYEt FAUL 13C-020C 01,MPSTFRS. AND SIAILIP tCUIPMENT:TLURNC— 17.1E FCCKEkS. TGURNOWAGON. TGLRNO7RA_1LEk. CAT Ow 17.16 SERIES. TERRA COEPA, LETCURNEAu. WESTINGhOUSE ATHLV WA6Ct,. EUCLID. TWL AND FCUR-WHEELEC FEWER TRACTGk WTF TRAILER AND SIMILAR TCP— ICACFC ECLIFMENT 76tAhSPCn' IAG MATERIAL ANC ✓ERFOkMING WORK IN TEAMSIER Jl:RISCIC7ICh30UMP ' TRUCKS. S10E. ENC AND 6C7TCM OUNP. INLLUOING SFNI—TRUCKS AND TRAINS CA CCMBINATICNS 7FEREGF:UP TO AND ANC ,,DING 5 YARDS 730-0610 FUEL TPUCK. GREASE TRU,K. GREASER, BATTERY 17.1E ' SFk VICt PAh ANO/CR TIRE !FRVICE MAN CITY CF PENTON WATFF SVSTFM FRCJECT W-11! PChCEACSA fNTATES FAGf 7 ' HWY-R32320-AA PREVAILIAG MINIMUM NCURLY WAGE RATES DECEMBER as, III$ OCCUPATIONS TEAMSTERS LOCATIChl CLALLAM. GRAYS HARBLR, ISLANC. JEFFERSON, KING, KTTSAP. LEYIS. MASCA. PACIFIC (ACRTN CF IMF WANRIAKUM COUNTY NORTHER% BOUNDARY EXTENCEC DUE WEST TO THE PACIFIC OCEAN), PIERCE, SKAGIT. SNCHCMISH. THURSiCN. AAC WHATCCM COUNTIES. WAGE RATES CCCUPATICK CECUPA71ON CODE DESCRIFTICA STATE ' GROUP 3 730-1100 SCISSCRS TRUCK 73C-135C iRAC1CP. SMALL RUEEER-TINEC IwNFN USED WITHIN 17.16 TFAMSTFF JURISD1CiIGN1 730-175C VALULP TPUCR 73O-20CC ►AIfF kAGCA AAU TJAK 1PLCKE UP TC 1600 17.16 GALLONS 17.If 730-7200 WlkCF TRUCki SINGLE AFAR AXLE 730-2220 kREC KER. 1C� IRLCK ANC SIMILAR ECUIPPENT 17.1 11.16 GROUP 3A 13C-C4fC FLAHFRIY SPAT ACER 1 i.49 GROUP 4 1 730-0500 FIAT(4EC TRUCK, DUAL REAR AXLE 17.27 GROUP 5 730-0080 BUGCYAUSILE AND SIMILAR 130-067G HYSTFR CFERATORS MAULING BULK LOOSE 17.33 AGGRFGATESI 17.33 730-1190 STRACDLE CARRIER IRUSS. NYSTER AND SIMILAR) 17.33 130-2010 ►ATFR WAGON AND TANK TRUCK: 1600 GALLONS as iC -'CC-; GAIILNS CIA CUP 6 ' i3t-150C 1RANSII-M1X. 0 TC AAU IACLUCIAG 4.5 YUS. 17.37 1 CITY CF Pf NTGN WATER SYSTEM PRC.ECT W-775 PONCEF,CSA ESTATES PAGE E 1 ' MNV-R7lSt0-AA PNEVAILIAG gRIPUIE Mpl11lV W Ge RATES 0ECEN0ER 01. INS CLLUPATIC&A TEAMSTERS LUCATICN: CLALIAP• GFAVS MAPOOR. 1SLANC. JEFFERSCN. KING. KITSA►. LEWIS. MASON. PACIFIC IAORTM CF IMc ►AHALAKUN CCUNTY NORTHERN SCuRaRr F KTEACEC CUE WEST TO TFE PACIFIC OCEAN). PIFACE. SKAGIT• ' SNGHCNISH. TH6RSICA, AAD NhATCCP COUNTIES. WAGE RATES OCCUP►TICK CCCUPATION STAfF CODE OLSCRIFIICK RATE ' GRLUP 7 730-021C OLPFSICRS. AND SIPILAA FCUIPMFNT:TCUANC- 17.38 RLCKEk S. IULRhO►AGO&, TLLR&CTRAILEk. Cal UM SERIES. TERRA COBRA, LETCURNEAU, WESTINGHOUSE A1NEV •AGCN. EUCLID. TNC AAD FOUR-NMFEIEC PUNER TkACTCR NTH TRAILER AND SIMILAR 1CP- LLACEG FCUIPNENT TRANSPCPTINC MATERIAL RHO PEFFCRPIKG PORK IR TEAM57FP JURISCICTIC►:OUMP TRUCKS. $ICE. EN, AND OC17ON UUMP. INCLLOIN6 ' SFNI-TkUCKS AND TRAINS CP CGMSINATIONS YHEPFCJFSUVFR VAROS C ANO INCL. 730-U'#IC EXPLLSIVFTRUCK -IFIFOMIX) AMU SIMI PGi SIMILAR ' FCL.FPFNT 17.3d 730-OIIC LU►eed AND HEAVV OL1Y 1PAILEP: UNDER 50 17.38 TONS CROSS ' 13C-1l4C SLLRkV 19LCX ORIVER lT.3d 130-114C SNU-GU ANC SINILAF EwUIPPEKI 17.38 730-2210 NIKCF TRUCK: DUAL REAR AXLE 17.30 ' GkyLP 7A 130-0910 Gll DISTRIP7TUR CRIVER IPC►U1 17.49 t t ' CIIV LF FFKICK WATER SYSTEM PROJECT w-77S PO&OERCSA ESTATES PACE 9 HWY-R32320-AA PAIVAIl1NG Mlk'* N HOURLY "GE RATES DECEMBEA p9. 1985 GLCUPAIAUNL TFApSTENS ' LOCATICN: CLA&IAP. SPAY$ HAR8OR, ISLANO. JEFPEASCN, KINS. KITSA►. LEWIS. MASCh. PACIf IC 'NORTH OF THE kANKIAKUM COUNTY' NORTHERN DUE NEST TC T ►ACIFIC OCEAN I. pIEACE. BCUhCARY SKAGIT•SNG"CMISh. TMUASION. AND WHAICCp CCUAlIES. kAoE RATES ' UCCLPATICh CCC UpA tI[k CODE OESC.v1PTIGN STATE RATE ,:ktuv e 130-072C ULAPSTERS. AND SIPILAF ECUIPMEk74TCUFNC- PLCKERS. TOURNDMAGON, TOLRNGUAILER- CAT DM 17.44 SERIES. TERRA Cm&, LFTCUFAEAU. WES71kGhDUSF AThLY WAGON. EUCLID. TkC AND fOUA-WHEEIEC TRACT M TRAILER AND S1041LAR op- LCAOEOFCLIFOENT7AANSPCPTIkG T MATERIAL AMC PERFORMING ►ORK IN TEAMSTER .HJRISOTCTICN:DUMp 'PUCKS. SICF- ENC AAD BOTTOM DUMP. INCLUDING SF MI-'FUCKS AND INAINS CA CCp81hATIQNS ?"REOf:OVER l2 YAROS TO AND 'NCI. 16 YARDS GkCUp 9 13C-J10C RULK CFMENT IANKEA ' 130-023G CUMpSiERS. AND SIMILAR ECLIPMENT:TCUIIN 17.4% C- 17.4 N L CCKFkS. iC LO&CMAECN. ICURhCTRAI p SEklFS. TERRA COBRA. IETELphEAU. kEST1AGMCUSE Ali'" WAGCN.PO►FR TRACTCRE kTMi A TFAILFFANCND FSIplLARETCp- LUALEU EQUIPMENT TRANSPC471NG MATERIAL AND p FRFCRMIh6 kCRK IN TEAMSTFk JUAISCICTION:DUMP ' 1kLCKS. SIDE. FNC AND SC17CP DUMP. INCLUCING SEMI-TRUCKS AND TRAINS CA LOMBINAIICNS ' 736-2015 kAl" %AGCN ANU lIAKSiRLCK^CCVER114CL3000 YARDS CNS 17.y9 GRCUF 10 tT3C-C12C BLIA LIFTS• CR SIPILAp ECUIFMFNT USEC 1N LOACING UR UkLOAOING TRUCK$. TRANSPURTIAG 17.51 PATEFIALS CN JOB $ITES:CIPER THAN WARFFOLSING CITY CF kEN,UN , WATFF SYSTEp fFCJFCT •-77! PCACfkLSA ESTATES PALE 1C NMY-R32320-AA PPEYAILING NINEMUN PCUPLV WAGE RATES DECEMBER 69. loss OCCUPATIONS TEAMSTERS LULATICN: CLAILAM. GRAYS HARBOR, ISLANC. JEFFERSON• KING, KITSAP, LE U S• MASON. PACIFIC INCFTH CF THE ►AHKIAKUM COUNTY NORTHEPN e+OUNOARY EXTEND" OUE WEST TO THE PACIFIC DCEANI. PIERCE• SKAGIT, SNCHLMISF. THUFSTCN, MC WHATCOM COUNTIES. WAGE RATES ' GCLCCOE iCN OCCUPATION STATE CESCRIFTICN RATE ' GROUP 11 730-1510 TRANSIT-MIX USED EXCLUSIVELY IN HEAVY CCNSIN. 4CVE0 ♦ 1CS. VC AND INCL. 6 YOS.1 17.54 GaCUP 12 ' 1�G�v^01C A-FPAML CP FYORAIIFT TNUCKS CF SIMILAR EQUIPMENT ►HEN A-FRAME OF HYORAIIFT CP 17.64 SIMILAR EQUIPMENT IS IN USE GROUP 13 730-0240 OUMPSTERS. ANO SIMILAP kCUIPMENT:TOUPNC- RCCKFRS. TGUPNUWAGCN, TCURNGTRAILER. CAT DW 17.66 SERIFS. TERRA CCE►.• IE TCLPNFAU. WESTINGFCUSE PL1.FF 7PACT E CRWTI- TPAILFP ANOFSIMIAARETOP- LCA 'U FCLIPMENT 1RANSPCPTING MATERIAL ANC PERFCNMINC NORK IN TEAMSTER JURI SOICTICN:DUMp 1 PLCK5, SICE. ENO AND OC17CP DUMP. INCLUCING SLMI-TNUCKS AND TRAINS CR CC MRINATICNS TFEREOF:OVER 20 YARDS 7C AND INCL. 30 VARDS ' 13C-072C LLWBEO ANC HEAVY CUTY TFAILFR: 50 TCNS GROSS TO AND I&LLLOING 1CC TONS GROSS 17.66 1 GRCUP 14 730-152C IRANSI7-PIA USED FACLLSIVFLY IN HEAVY I LNSiN.:UVER 6 VOS. TO PRO INCL. F VOS. 17.70 ' CITY LF FFNTUN WATFF SYSTEM PROJECT W-71! PLNCEPCSA ESTATES i PAGE 11 i "NY-R32320-AA "EVAI(1N4 MIN►NUN " URLY WAGE RATES GCCUPAT►ON: TFANSTE DECEN BER DS. 1585 RS lLC4Tl�N. f.l d/UM, FRAYS hARJOR. ISLAND, JEFFFRSON. KING. KITSAV, NASCA. PACIFIC INCrTH (F THE kAMX lAKUM ' fKi FKCCC DUE NEST TO i11 PACIFIC OCEANI , DuNatFjjAR SNCHCMISh, 1hURSTCN• AAC WHAT(CM CG UNTY E. SXAGI BOUNDARY PIERCE, SKAGII. WAGE R4TFS COUNTIES. ' CCOUPATt(h CCIIF UCCUPA T I Oh DESCRIFTICI, STATE GROUP 15 RATE 730-025C DLMFS7FR5, AND SIMILAR FGUIPNENT:TOURNO- I hCCKFAS. 1CLRNCI,AGCh, ICLRNCTPAIIFR, !,AT CW SERIFS. TERkA 17.82 ATHEY COBRA. LE iCUPNEAU. KESTI AGHOUSE I IMACTE EULLIC. TWC AND FOUR-WHEELED POWER IaACTCR 4TH TRAILER AAC SIM-WHEILAP LCP- LCACEO it,(FGjj ENT TRANSPGRTIhG N4 TERIA: AND P EPFCAMINC WCRX IN TEAMSTER JURISCICTICN:DUMp ' �RL.'I-TRS. SLUE. END ANO B07TCN DUMP. IAClUC1hG 30 SEMI-TRUCKS AND ikdlNS CR CLNB1NAilONS 73U-U730 LOWBEOF ANUE 1,EAVYYOt TYCS T 7 R A1L E R: OVEROIOCS• ' TLKS GRCSS 1 .82 GkOUP 1( 730-1530 TFANS IT-H IN USED E)CL LSIVELV IN HE4Vy CCNSTk.:CVER 8 VCS. 7C ANC IhCL, 10 YDS. 17.86 L�R OUP 17 730-026G C.UMFS IERS, ANU SIMILAR ECUIDMEN7:TUURhO- ' SERIESS. TLURNCMAGC h, TCLRhCTNAILFR, CAT IM SERIES. 7 TERRA 1T.SB ATF E COBRA. LETCURNEAU. YESTIKGHCOSE FY WACCN• EUCLIC. 7WL ANC FOUR —WHFFIFC P"k A TRACTCR WTh TRAILCR dNC SIM I(dp TED— LuACLU EQUIPMENT IRANSPGRTIN6 MATEFIAI GP— FFAFCkNING WCRX IK iFAMSTER G MATE ICTIUNAt :UIIMp ' 1RUCKS. SInE• ENL AND BC77CM UUMP, 1NGLUCihu SEMI-TRUCKS AND TRAINS Ck COMBINA7I/NS ihFFFCF:C VfF 4U YdFLS TC ANC INCL . 55 YARCb 1 ' CITY CF RFNTUN W4TF� Sy"I'm PNCJECT PChLERCSA ESTATES tFAGE 12 1 HWY-k32320-AA PRFVAILINE MINIHUM HCURLY WAGE RATES OECEMBER C9, 1985 OCLUPATIUN: TEAMSTERS LCCAT ICN: CLALLAO. CRAYS HARdUK. ISLAND. JEFFERSON. KING. KITSAP. LEWIS. MA SC N. PACIFIC INCPIH CF THE WAHKIAKUM CCUNTY NORTHERN BOUNDARY FAIENCE[ DUE WEST TO THE PACIFIC OCEANI . PIERCE. SKAGIT. ' SNLFCMISH. THURS7CN. ANC wFATCCM COUNTY S. %AGE RATES ' CCLUPATICN CCC UPA 110h GOOF CESCRIFTICN STATE ' GROUP le RATE 730-1540 7FlNSIT-MIN USED EXCLUSIVELY IN HEAVY CCNSIR"CVER 10 YCS. TC AND INCL. 12 YES. 16•03 GRCUP 19 130-1550 TRANSIT-MIX USFO EXCLUSIVELY IN HEAVY CLNSIF. :UVER 12 YCS. TC AND INCL. 16 YCS. 18.19 GRCUP 20 73C-156C IFAN5IT-MIX USEO EXCLUSIVELY IN HEAVY CCNSEM.:OVER 16 YUS. TC AND INCL. 2C YES. I8.35 GACLF 21 13C-151C TRAN$IT_0 U USEJ EXCLUSIVELY IN HEAVY cui,STF .:JVER 2C YDS. 18.51 JRLUF 22 110- 14CC ESCCRI DRIVER 730-1020 PILOT CAR 17.06 17.CE GRCUP 23 71C-04SC FI ATREO IRUCK, SINGLE REAR AXLE 73U-1010 PICK-UP TRUCK ' uNOLP 24 73U-0810 FLECHANIL HELPER 16.91 CITY CF RFNICN WA1ER 4YSTEM PROJECT W-775 PONOEPCSA FSIAIES tFACF 13 tMNT-R32920-AA PREVAILING minimum HALRLT PAGE RATES DECEFiBER 011, 1$IS OCCUPATICN& IEAPSTERS LOCATION& CLALLAM. GRAYS HARBOR. ISLAND. JEFFERSCN, KING. KITSAP. LE\IS. MASCN. PACIFIC INOAT\ CF THE \AFKIAKUM COUNTY NORTHERN BOUNDARY E KTFKDEO OLE ►EST TC TOE PACIFIC MAN), PIERCE. SKAGIT. SNUhGMISO. THURSTON. AND \NATCON COUNTIES. %AGE RATFS ' UCLUPATICN CGCLPAIICN C COE OESCRIPIION STATE ' RATE GNCUP 25 73C-06 CC NtihANIC 17.SO Ci hfR 7'G-N735 S147F : FCN CCCUPAIICN 73C-0260 IN GROUP 17 ADO .15 A/HR. FOR EACH IC YARD INCREPENT GWEN 55 YAPCS ' i3C-973E STAIF& 01FR11ME-Ill WCRK PERFCRPFC IN FXCFSS OF E hO URS PER UAY OR AC HCLRS PEP %EER. MGN- CAY THRCUCP FRICFY• ANC ALL WORK PERFORMED ON SAIGROAYS SHALL BE PA1C AT CNE ANC ONF- I-ALF TIMES THE REGULAR RATE OF PAY.ALL WGRK PER- F(RAFO CN SUNDAYS ANG "IICA YS SNAIL BE PAID Al OCGdLf THE REGLLAR RATE lF PAY. 1 ' CITY Uh RFNTON WATEF SYSTFM FRCJECT \-?I! PCNCERCSA ESTATES FACE {♦ i SUPPLEMENTAL PROVISIONS DIE,OF MAIM ' ST11OMO 94LIFIOITIMG THE 11"ARD SPECIFICATIONS FOR ROW, BRIDGE AND *1111104L CObTNCT1DN PREPARED BV IRE "INGTON STATE DEPARTMENT OF TROOV'PTATION ANC THE WASMl LION STATE OWWTER OF THE AERICAN P`IC WOW(S ASSOCIATION 19M EDITION SMALL K HEREINAFTER REFERRED TO 45 THE •STANOW SPECIFICATIO6• AD SAID SPECIFICATIONS TOGETHER %ITN THE LAWS OF THE STATE OF W.SHINGTON AD THE DADINMDES AND CHARTER OF THE CITY OF RENNTON. SD FAR AS MPLICAILE, ARE HEREBY INCLUDED 14 THEY SPECIFICATIONS AS THDJp, "TEL IN THEIR ENTIRETY AND SHALL APPLY EXCEPT AS AMENDED OR APERYDED BY THE SPECIAL PROVISIONS HEREIN. ' A COPY OF APSE S704DAD SPECIFICATIONS 15 ON FILE IN THE OFICE OF THE MBIC WO'S DIRECTOR, NNICIPAL BUILDING, RFNION, 0404ING/ON 9W55, MORE THEY HAY K EXAMINED AND COPIED BY ANY INTERESTED PANTY, MEREVER AEFERRFNCE IS WIOC 1% THE STADMD 9ECIf ICATIONS TO THE OMER OR STATE, SUCH REFERENCE SMALL BE CONSTRUED TO MEAN THE CITY OF RENTON. AND MERE REFERENCE IS WL7E TO THE ENGINEER. SUCH REFERENCE SMALL K CONSTRUED TO NEAN M DIRECTOR OF PILIC VWXS, CITY OF MENTON, OR HIS OLEV AIT1p11IEO REPRESENTATIVE. ROTE; THE SPECIAL AND SUREHENTAL PROVISIONS HEREINAFTER CONTAINED SHALL SE IN ADDITION TO OR SHALL SPERSEDE PROVISIOS OF THE SIAN OW SPECIFICATIONS 1% CONFLICT HEREWITH. 1HE STMOMD PLANS FOR ROAD AID BRIOCA CONSTRUCTION BY THE RASHINGTOM STATE DEPARTMENT O IRMSPWTATION AD THE RASHINGTON STATE CHAPTER OF THE AERICAN P$.EC WORDS ASSOCIATION t (REJ.h'C1 N85) AM HERESY INCLUDED IN THEY SPECIFICATIONS AS INN" "TED IN THEIR ENTIRETY AC SMALL Aq.Y EXCEPT A-. MENDED OR S.PERSEDED BV THE CITY OF RENTON STANDARD PLANS BOM HEREIN. A COPY O THESE STMCARD PLANS AND CITY OF %ENTON STADARC PLANS IS ON I:-E IN THE OFFICE OF THE PkALIC WpIAS DIRECTOR. RDNECIPAL BUILDING, REMTOY, 10.541NOTON 9BOSS, HRENE THEY HAY BE EXAMINED AD COPIED BY ANY INTERESTED PARTY. ' HEADINGS TO PARS, SECTIONS, FORMS, ARTICLES AHD SNAAATICLES AE INSERTED FOR CONVENIENCE 00 REFERB)¢E OPLI AM SMALL NOT AFFECT THE INTERPRETATION OF THE CONTRACT DORPENTS. ' smuwK NO l6LE FlWISUSS S1AC'RIE THE SPECIFICATIONS NOTED HEREIN ARE IN ADDITION TO, OR IN LIEU OF, THE STANDARD SPECEFICATIONS. MERE SECIWM ARE WWED •KpLkL*Nl SECTION• OR wM11AL PEPLA„14NT SECTION", THE SKCIFICAI[OS HMI% AM TO REP,.ACE, OR PAMTIALL♦ REPLACE, THE STADMD SPECIFICATIOS NOTED. MERE SECTIONS ME W^(ED 'ADDITIONAL SECTION-, THE SPECIFICATIONS HEREIN ARE TO BE AN ADDITION TO THE SIMDMRD SPECIFICATIONS NOTED; MERE SECTIONS A% WW(ED •51PPLEEENTAL SECTIOM, THE ' SPECIFICATIONS HEREIN CAE TC K A SNPPLEK%T TO THE STANDARD SPECIFICATIONS. 1 1rl awwTum No IM ' 1-03.10 APAM1TENT RPARTIENT OF TRANSPORTATION (ADDITIONAL SECTION) RIEN THESE SPECIFICATIONS POD Tc THE mmT kt OR OEF.MTHENT OF TRANSPORTATION THIS REFM CE 'WILL ALSO INCLUDE TE CITY WERE APPLICABLE. 1.0.1.11 ENGINEER (REPLACEMENT SECTION) , THE DIRECTOR OF PUBLIC WdbCS, ACTING DIRECTLY OR THMION HIS AUIHORI2ED REPRESENTATIVES, 1-01.27 SECRETAP, SECRETARY OF TRAN4dyTAT ON K SECTIOR , THE CHIEF EIE"IYE OFFICER TO THE OEPARTENT SHALL ALSO REFER TO TIE DIRECTOR Of PUBLIC WORKS. 1-01.26 STAIOARD SPECIFICATIONS (ADDITIOAL SECTION) , OTHER CERTAIN REFERENCED STANDARDS, AS USED IN THIS SPECIFICATION, ARE FROM THE LATEST EDITIONS OF: , AMA AN:RICAN NATERWORINS ASSOCIATION ANSI ANERICAN NATIONAL STANDARDS ' ASA ANERICAN STANDARDS ASSOCIATION ASTN ATERICAM SOCIETY FOR TESTING RD HATERIALS NEC NATIONAL ELECTRICAL CODE 1-p1.27 STATE (AMITIOAAL SECTION) ' THE STATE SITYAL 4S0 REFER TO THE CITY OF RENTON AND ITS AIT4RFI2EO ROWIMNTATIVE5 WHERE ,APPL ICAB.E. 1-01.71 WORKING DRAWINS (REPLACEENT SECTION) ' THE IAL 'SHOP DRAWINGS' SMALL REFER to THE PICTORIAL DESCRIPTION OF THE DETAILS OF PROPOSE, HAIERiALS,EOVIPKNT, IETHODS IF INSTALLATION, OR OTHER CGNSTRUCTION PREPARED BY THE CONTRACTOR, A SIlCONTRACTOR. OR A OMUFACTUIER RD $IAKTTED FOR TE APPROVAL OF THE OWNER. , 1-01.3B ACT OF GOO (ADDITIONAL SECTION) 'ACT OF GOD' MEANS AN EAATNAAE, FLOM, CYCLONE, OR OTHER CATACLYSMIC PHENOMENON OF NAl JRE. A RAIN, WINDSTORM, NIGH WATER OR OTHER NATURAL gEN(>IENON OF UaDEEAL INTENSITY FOR THE CIfIC SPE LOCALITY OF THE WORK, WHICH MIGHT REASONABLY HAVE BEEN ANTICIPATED FROM HISTORICAL RECORDS OF THE GE/!AK LOCALITY K THE RORK. SMALL NOT BE CONSTRUED AS AN ACT OF GOD. , 1-01 " OR EQUAL (ADDITIONAL FTION) UWE THE TERM 'OR EQUAL' IS USED HEREIN, THE ORER, OR THE OWNER ON RECOMMENDATION OF THE 'ENGINEFR, SHALL BE THE SOLE .ADCL OF THE GIALITY AND SUITABILITY OF TIE WAOPOSEO SNIBSTITUTIDN. 1-Ol 60 APPROVAL (AOOITIOWL, SECTION) ' THE TOM 'APIRDVK' OR 'ARRMONED' 94ALL WEAN APPROVAL GIVEN BY OR GIVEN PRORDEV ON THE BEHALF OF THE ON ER. , Suplawental Spu:l Fiatiwn , (ROY 01/27/06) Pap 2 1412 GM FIIREDUES AM D COCTT1O6 1-02.2 PLANS AND SpECIFICAT ONS REPLACEMENT SECTION) COPIES OF PLANS AND S ECIFICATIONS (BIDDING DOCTAENTS) RILL BE ON FILE IN THE DESIGN ENGINEERING ' SECTION OF THE CITY OF MENTON PUBLIC WORKS DEPART(ENT 200 WILL AVENUE SOUTH. RENTON WA. 98055. BIDDING DOCL EN*5 WAY BE OBTAINED AT THE ABOVE OFFICE. OR BY HAIL, ON RECEIPT OF THE FEES AS SET FORTH IN THE CALL FOR BIDS. WAKE CHECKS PAYA&C TO THE CITY OF RENTON. 1-02.6(1) PROPRIETARY INFORATION ' VENDOR SIDU,D IDENTIFY CLEARLY MY WATERIAL(S) WHICH CONSTITUTE '(VALUABLE) TTRMUAE, DESIGNS, DRAWINGS, AC RESEARCH DATA, SO AS To BE MWT FRO, PLALIC DISCLOSURE. RCW A2.17,)10, DR Mr MATERIALS OTHERWISE CLAIMED TO BE EXEMPT, ALONG WITH A STATFAENT OF THE BASIS FOR SIC 10. ORCLAIM OF ' E1(EMPTION. THE DEPARTMENT (OR STATE) WILL GIVE NOTICE TD THE yENDDA OF ANY REQUEST FOR DISCLD O SUCH INFORMATION RECEIVED WITHIN 5 (FIVE) YEARS FROM THE DATE OF Si.BNISSION. SURE LABEL SUCH MATERIALS OR FAILURE TO TIMELY RESPOND AFTER NOTICE OFREQEST FOR SO FA1lTO So HAS BEEN GIVEN SMALL BE OEDE ING VENOM OF PUBLIC DISCLOSURE ELTD O A WAIVEN BY THE SUBMITTING ' ARE. IN FACT, SD E%EUpT. ANY CLAIM THAT Si.C>,' MATERIALS 1-02.12 PUBLIC OPENINGS OF BIDS (REPLACEMENT SECTION) ' SEALED BIDS WILL BE RECEIVED BY I)* CITY OF REHTON , WASHINGTON, BY FILING WITH THE CITY CLERK, W NICIPAL BUILDING. RENTON, WASHINGTON, AS PER THE CALL FOR BIOS AMC WILL BE OPENED AND RBLICLV ' READ ALOUD. 1-03 AMID AB DECIfft OF =MAT t1-03.1 CONSIDERATION OF BIDS (ADDITIONAL SECTION ALL BIDS WILL BE BASF,) ON TOTAL SUM OF ALL SCHEDULES OF PA UNLESS 50 STATED IN THE ICES. NO PARTIAL BIDS WILL BE ACCEPTED ' CALL FOR BIDS OR YE[IAL NROlISTOLS. THE CITY RESERVES THE RIGHT HOWEVER TO AWARD ALL OR ANY SCEDULE O' A BID TO THE LOWEST BIDDER AT ITS DISCREI ION. 14A SEEK OF TIE OW ' 1-04.5 PROCEDURE AD PROTEST BY THE CONTRACTOR 2EACEMENT SECTION) ' ANY QUEST:DNS ARISING BETWEEN THE INSPECTOR AWX THE 'ONTRACTOR OR HIS SUPERINTENDENT OR FGAMV, AS TO THE MEMING OR INTENW*jGT OF MY PART 'r THE PLANS AM SPECIFICATIONS OR ANY CONiAACI DDCUERT, FOR BE INEDIATELY D 403 T ro TIE ATTl: 'tON a< THE PUBLIC "OAKS DIRECTOR OR MI5 REPRESENTATIVES FOR lNTERPREi4TI0N AND AD.LSTHENT, IF WARRANTED. FAILURE ON THE PART OF THE RELIC WORKS DIRECTOR OR HIS REPRESENTATIVE To 015COVER AND CDDENN OR REJECT IMPROPER, DEFECTIVE OR INTERIOR WORK OR MATERIALS.TO M SHALL NOT 8E CONSTRUED AS AN ACCEPTANCE TO PREVENT Y SUCH WORK OR MATERIALS, OR THE PART OF THE THE IMPROVE IN WHICH THE SAME MAY HAVE BEEN USED DISPUTES AND LITIGATION, IT IS FURTHER ADEED BY THE PARTIES EREro THAT THE RELIC WORKS DIRECTOR OR HIS REPRESENTATIVE SHALL DETERMINE THE QUANTITY AND QURLITY OF THE SEVERAL MINDS OF WORK EMBRACED IN THESE IMi'AOVOEN75. HE SHALL DECIDE ALL QUESTIONS RELATIVE TO THE EXECUTION OF THE WOW AND THE INTERNETATION OF THE PLANS AND SPECIFICATIONS. S.WX1AWWnta1 Speclficst1ws (Re' 01127/85) PAyp 3 1.4.5 CONTINUED ' IN THE EVENT TIE CONTRACTOR I5 or THE OPINION f BILL BE ONIAG6D BY SIGN INTERPRETATION, HE SHILL. WITHIN 3 DAYS, NOTIFY THE ENGINEER AID THE Clry CLERK IN WRITING OF THE ANTICIPATED NATURE ATC AO-a' OF THE DAMAGE OR DAMAGES. TIME 1S OF THE ESSENCE 1N THE GIVING OF SUCH NOTICE. IN THE EVENT AN AGREEMENT CANNOT THEN BE REACHED WITHIN 3 DAYS, THE CITY IBA THE CONTRACTOR WILL EACH APPOINT AN ARBITRATOR AC THE TWO SMALL SELECT A THIRD WITHIN 30 DAYS THEREAFTER. , THE FINDINGS AND DECISION OF UNLESS THE BARD OF ARBITRATORS SHALL BE FINAL AND BINDING ON THE PARTIES, THE AGGRIEVED PRRtY, 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 OROW5 FOR ' THE PETITION FOR REVIEW ARE LIMITED TO SHOWING THAT THE FINDINGS AND DECISION: 1. ARE NOT RESPONSIVE TO THE QUESTIONS SUBMITTED; ' 2. 15 CONTRARY TO THE TERM5 OF THE CONTRACT OR ANY COWMONENf t4MOF; 3. 15 ARBITRARY AND/OR IS NOT BASED UPON THE APPLICABLE FACTS AND THE LAW CONTROLLING THE ,ISSUES SUBMITTED TO ARBITRATION. THE WARD OF ARBITRA'ORS SHALL SUPPORT ITS DECISION BY SETTING FORTH IN WRITING THE1A FINDINGS aw ,CO4US1ONS BASED ON THE EVIDENCE ADDUCED AT ANY SUCH NEARING. THE ARBITRATION SAL, BE CONDUCTED IN ACCORDANCE WITH THE STATUTES OF THE STATE OF WASHINGTON AND 'COURT DECISIONS GOVERNING SUCH PROCEDURE. THE COSTS OF SUCH ARBITRATION STALL BE BORNE EQUALLY BY THE CITY AND THE CONTRACTOR UNLESS IT IS THE BOARD'S WL7(RITY OPINION THAT THE CONTRACTORS FILING OF THE PROTEST OR ACTION 15 CAPRICIOUS , OR WITHOUT REASONAB,.E FOUNDATION. IN THE LATTER CASE. ALL COSTS WALL BE BMW BY THE CONTRACTOR. THE VENUE OF ANY SUIT SMALL BE IN KING CONTY, WASHINGTON, AND IF THE CONTRACTOR 15 A ,NON-RESIOEN OF THE STATE OF WASHINGTON, HE WY`-L DESIGNATE AN AGENT. LPN *04 PROCESS MAY BE SERVED. BEFORE CONENCIHG WORK UNDER THIS CONTRACT, 1-04.10 USE O MATERIALS FIUUD ON M PROJECT UAGOITIONAL SECTIONI ' ALL SALVAGE MATERIAL AS NOTED ON THE PLANS AND TAKEN FROM ANY OF THE DISCARDED FACILITIES SHALL, AT THE ENGINEERS DISCRETION, BE CAREFULLY SALVAGED AND DELIVERED TO THE CITY SHOPS,SALVAGED WATER MAINS. FIRE ALL ' HYDRANTS, VALVES AND APPURTENANCES, CATCH BASINS, AND STORM ANC SANITARY MANHOLE COVERS SMALL BE SALVAGED AC DELIVERED TO THE CITY SHOPS, ANY COST INCUMO IN SALVAGING AND DELIVERING SLILY ITEMS SHALL BE CONSIDERED INCIDENTAL TO THE PROJECT AND NO COMPENSATION WILL BE MADE. 1-04.12 WASTE SITES (ADDITIONAL SECTION) t ALL MATERIALS DESIGATED BY THE ENGINEER TO BE WASTED 94ALL BE THE HAULED. 01NR'+, AND SPREAD AT LOCATIONS SELECTED BY THE CONTRACTOR, , THE CONTRgC'ON SHALL HAVE THE RESPONSIBILITY (IFOBTAINING HIS OWN WASTE SITE, ALL WORK INCLUDED IN THIS SEC:ION BALL BE CONSIDERED TO BE INCIDENTAL TO OTHER ITEMS OF BE WORN AD NO 'COMPENSATION WILL MADE. PARTNER THE ROUTE TAKEN TO THE WASTE SITE SMALL BE MAINTAINED SOLELY BY THE CONTRACTOR IN A MAN[R AS DESCRIBED BELON; , Swle tal SPWci Ficstims t (Rev 01127/86) Pape A ' 1.4.12 CONTINUED TNE CIMWTM 94RLL BE PREPARED 70 USE LATER TRUCKS, POWER SAEEPEAS, AMC RELATED FJIIPMENT AS DEFIED NECESSARY BY TIE PUBLIC WOKS DIRECTOR TO ALLEVIATE TE PROBLEM DE LOST SPOILS ALONG THE REAM. PAppT RESTORATION OF NNE ROUTE 1S MANDATORY. ' TIE CONTRACTOR 94kL SECURE ALL NECESSARY PERMITS AND APPWDVALS FOR ANY WASTE SITE TL BE USED. COPIES OF TIE PERMITS AMID APPROVALS ARE TO BE SUAQTTED TO TIE ENGINEER PRIOR TO STARTIN,; ANY WO11. ' 1-DA.17 HOURS OF BORN (ADDITIONAL SECTION) TIE WORKING HORS FOR THIS PRD.ICT WILL BE LIMITED TO AEEID)AVS OUl11C THE PERIOD FROM B:DJ A.M. •.:' 5.00 P.M. THE MOlRS OF WORK MAY BE CNYWWO AT TIE DISOETION OF TIC ENGINEER OEM IT 1S IN TOE INTEREST OF TIE PUBLIC OR TIE CONTRACTOR DIE t0 REASONS OF SAFETY, NEALTM, OR AELFARE. 1-04.la CONTRACTORS COPIES O CONTRACT ppLUEN-S (ADDITIOM0. SECTION ' TIE CONTRACTOR WILL BE SUPPLIED BY THE ORNEA WITH 5 SETS OR PLANS AM SPECIFICATIONS. AT LEAST ONE COMPLETE SET OF CONTRACT DODAEMS, INCLUDING ONE FULL SIZE SET OF DRAWINGS, 9AALL BE KEPT AT TIE SITE OR CONSTRUCTION IN GOOD CONDITION 410 AT ALL TIMES AV4:LABLE TO THE OWNER ANC TE ENGINEER. ADDITIONAL COPIES OF TIE CONTRACT DOCUEWS, IF REQUIRED OWNER AT . WILL BE NM15KD BY THE NE MET COST OF WEIRORUDTION. 1-05 ODIIILL IF BIBBI ' 1-05.7 PL4I4 AND WOWING DRAWING S (PARTIAL PE LA.'EIENT SECTION) DRAWING` SUBMITTED SMALL BE ON 2C INCH BY 34 INCH MYL41 OR SMA.LER SWEETS WIN DIMEN5IOMS lh ' NLTOPLES OF B 112 BY 11 INCHES. 1-07. M SUBMITTALS (NEW SECTION) ' THE CORRA..TOR SWILL FURNISH FIVE COPIES OF ALL DRAWINGS. SPECIFICATIONS, R CERTIFICATES, SAMPLES, TESTS, METNDC, SDEDU.ES, 40 MA DESCRIPTIVE DATA. NFACTUWER•S INSiRUD AS REWIRED TO EOR ODIONSTgATE FULLY THAT THE MATERIALS AND EWIiMENi 10 BE F>IMIVEC AM TIME WETI� O" WORM t COPY WITH THE PROVISIONS AND INTENT OR TE SPECIFICATIONS AND DRAWINGS, IF THE INFORMATION SHOWS 4HP DEVIATION FROM THE CONTRACT REQUIREMENTS, THE CONTRACTOR 944LL, BY A STATEMENT IN WRITING ACCOPANr1NG TIE INFORMATION, ADVISE THE ENGINEER OR TE DEV14TION AD STATE THE REASONS TNEWFORE. 1-p7.5(1) CONSTRUCTION STAKING (rVLADEEMT SECT THE ENGINEER SHALL HAVE THE RIGHT TO MAKE REASOAB.E CHANGES 1N THE GRADES AS TEY ARE WAIN ON ' TE DRAWINGS. GRADES WILL BE ESTABLI9ED 1N THE FORM O OFFSET STAKES AT DISTANCES NOT GREATER TNAN 25 FEET FOR BATTER BOARS OR SO FEET FOR LASER, SET IN ADVANCE O TIE WORK. WNENEVER IS WORK 1N PROGRESS. THE CONTRACTOR SIA:L HAVE IN HIS EMPLOYMENT A WWWE COB{?EAR t0 SET A BATTER BOARC ' OR OTHER CONSTRUCTION GUIDE FROM THE LINE AND GRACE STAKES GIVEN BY TIE ENGINEER, SUCH EMPLOIEES SHALL HAVE THE DUTY AND WSPONSIB:LITY OF PLACING AND MA:NTAINING SUCH CONSTRUCTION GUIDES. A BATTER BOARD SET WITM AN EW;INEER'S LEVEL SHALL BE USE' FOR ALL LINES SET ON A LADE OF 0.50 PERCENT OR LESS. AT LEAST THREE BATTER BOARDS STALL REMAIN IN PLACE DARING PIPE LAYING OPERATIOS. IF, TAOLCM TIE CWWTOR-S NECLIGE CE, ANY STAKES SMALL BE DESTROYED AID REWIRE RESETTING, A SUN SHALL B OEAU TED FROM TIE CONTRACTOR`S FIMA PAYMENT €WIY4LENT TO THE EXTRA ' COST IN ENGINEERING REWIRED FOR SUGH REPLACEMENT. 1 ' Sol4" tal SPt'vtatiuns (RAY 01/27/t- Pap 5 1-Ds,sti) CpnIWED , 114E LASER METHOD OF ESTABLISHING OUOE WRr BE USED PROVIOEW; I REQUESTS FOR USE LISTING EWIPMENi, AND METHOD OF OPERATION ME AA°NSTtED FOP ' ANO APPROVAL AT LEAST FIVE DAYS PRIOR TO USE. CITY NEVSEM �. CARDED ARE CIECK- MET 0 AT LEAST ONCE EVERY 50 FEET AND AT LEAST 5 T1NES DAILY BY DONAIENTIONI\METHODS 5. PROER ANLYNDR ; OF PIPE IS PENEOMED IN LOCATIOS METE A BOA IS BEING USED FOR CKCAVArIN, ' THE CONTRACTOR SMALL ARRANGE MIS FOR( TO AL:Oi A REASONABLE TIME FDA HIS TIE SETTING 7 STAIRS FOR THE IEKT PIKSE OFDEMTIN i0 PREVENT WON, WILE WRITING FDA CONSTRUCTION GUIDES. ' TIE CNTWlDR SMALL ASSUME FULL OE906I9ILITY FOR DETAILED DIMENSIONS AM FD. TRANSFERRING ELEVATIOW OR MEASUREMENTS MEASURED FROM SUCH STAKES ND M jVS. DELAYS BY REASN OF LACK OF STAKES OR A TIME REQUEST FOR smEY LESS YVAN 5 DAYS, ARE DEENEC 4 ' RISK TO THE CONTWTOR AID SMALL MDT BE TIE BASIS FDA CLAIMS FOR ADDITIONAL COMPENSATION ON CONSTRUCTION TINE. ' ALL COSTS FOR TE COORACTOR,S SIMEYING -'.. BE CONSIDERED INCIDEMTAL TO OTMER BID ITb6 IN r,E PROPOSAL, ANC NO FURTHER COMASATSN MILL BE RACE. LPLESS A BID ITEM rM SUAVEVING SPECIFICALLY LISTED IN TIE SOEDILE Or PRICES. Is , 1-05.5(2) CDtTRACTOR PROVIDED -,ONSTNUCTION STAKING ENEM TIN MERE M CON-RACTOR IS REWIRED To PROVIDE CNSTAJCTIN STAKING NE SECURING THE SERVICES OF A PROrESSIONAL LAND 911tY-VOA MO SMALL BE RESPONSIBLE FOP IN COAXWTIN WITH THE PR0.IECT, TH SMALL PROVIDE ALL. SAVE, STAKING NEECED 1S `TAKING SMALL CONSIST Of, BN NOT BE LIMITED TO: ' ROAOWAr CENTERLINE SANiipgY SEWER SLOPE STAKING FIRE HYDRANTS CLASS AND GUTTERS STREET LIWING ' OMOIK, AO PAVING UDERGROLMING PARR A TELEPMNE TELEWTRY TRAFFIC SIOWL SYSTEM STORM GRAIN SYSTEM PSPAL CO. A P,N.W.B, VAULTS t THE CONTRACTOR SHALL ASSUE EyL RESPONSIBILITY FOR THE ACQJUCY OF THE STAKING AMC 9NALL PRINIOE ALL AEkACEPENT STAKING EM AWAKING MEMO, THE CITY WILL PROVIDE TI( CONTRACTDR,S SURVEYOR R:T„ THE HDAI2NFAL AD VERTICAL CONTROL NEEDED TO WEWORM TIE CONSTAUCTIN STAKING. t THE CONTRACTORS SURVEYOR SMALL MOV1DE TIE ORIGINAL FIELD NOTES AND A SET O THE FIELC NOTES OK04 SHALL CO WAIN AS-CNSTRCTED LOCATIONS OF THE DpRDyE)ENTS CNSTIULTEC UNDER this CNTRA,;r, , THESE NOTES 9MA. A , CONTAIN AS A MINI" TIE CENTER LINE STATION D OFF SET AND CUT to EACH TEE, VALVE, BUD, -DRAM?, TANGLE, CULVERT, CATCH "SIN. INLETS, CLEANOUTS, SIDESENER, WATER SERVICE, CURB, GUTTER, SIXMALK. AND ALL OTHER C+MNGES IN ALIOUENT OR MADE AS MAY BE NEEDEC TO DRAW ' A:MRTE AS CONSTRUCTED RECDOS OF THE PROJECT. THESE NOTES ONFOMING 70 E SMALL BE KEPT LEGIBLY, 3N A FT SWVE'r0A 8Y ilE CI C rI TYV N ON M REOEQUFSt. IO WS PRACTICE IN A ORMA NM COVMD FIELD BOOK WI LIED To THE CONTRACTORS SL01MnntA1 Spcl11Nl1MMU ' (R!r (UItVBA) Amp 6 1-05.5(2) CON1INEJ ' THE LtM SM LOUT PRICE FOR CONSTRICTION STARING WILL E FULL Cpa{NSATIOI FOR ALL SURVEYING WEEDED TO CON STBUCT THE DPNDMflOMtS TO THE LINE NO W" NEW THE APPRDVED PLANS, AND TO PROVIDE THE REWIRED COSTNCTION AID AS.004Tg1CTED FIELD NOTES. PARTIAL RAYNENTS FOR THIS ITEM WILL E ' MADE IN COPECTIM4 WITH THE 001 ICY PAY ESTUATES BNISED UPON,WOK COMPLETED AS DETENIIMM BY THE EACI EER, ALL ROADWAY STAKING, S ICm 45 CEHYERLIW, MARS A/D W'M%. AND GRADING MO :PAVING SHALL E CUE AT A WININM OF 25 FOOT CENTERS. ' 1-05.5,51 DONTRACTO+ RRDV'OM AS-BUILT DPOOATIOI IT SHALL E Ts CONTRACTORS RESPONSIBILITY TO NECO© THE LOCATION, By CEMTEFLIPE STATION, OFFSET, t W OFPM FLOW PAVEMENT, OF ALL EAISTDG UTILITIES UCIMMED OR CROSSED WRING HIS WOK AS COVERED J40ER THIS PaD,ECT. IT SMAL_ E THE CONTRACTORS AESPONSMILIiv TO HAVE HIS SNRVEYOR LOCATE BY DBNTE'UNE S'ATION, OFFSET AK ELEVATION, EAFN W -IM ITEM OF NO, DOPE UDER THIS CONTRACT. MANOR :TENS OF WO, SHALL E DEFINO TO INCLUDE THE FOLLOWING ITEMS: ' NAaWOLES CATD, BASINS AD INLETS VALVES VERTICAL AND NMIZONTAL ENDS ' "CTION BOXES CLEAOUTS SIDE SEWERS STREET LION'S A STANDARDS HYDRANTS MATDA OWDES IN DESIGN GRADE(S) VAULTS CULVERTS AFTER THE CDPLETION OF THE MOM COVEREC BY THIS CONTRACT, THE COTWTORS SURVIVOR SMALL ADVIDE TO THE Llty THE WAD COVER FIELD BOON(SI CONTAINING THE CONSTRUCTION STAKING, AD AS-BUILT NOTES; ' AD ONE SET OF WHITE PRINTS L- - RUCTION DRAWINGS UPON WHICH HE HAS POTTED M NOTES OF THE CONTRACTOR LOCATING EXISTIN ., is, AE OE SET OF WHITE PRINTS OF THE CONSTRUCTION DRAWINGS URON WHIM HE HAS PL.IT-ED THE AS-BL;:L' LOCATION OF nE NEW WORN AS RECORDED IN THE FIELD tBOON(S). THIS DRAWING SHALL EAR THE SURVEYORS SEAL AHD SIGNAL E CERTIFYING ITS ACCURACY. THE LUMP SUN UNIT PRICE FOR fl)"LCTSON ST?4(:K WILL E FULL COMPENSATION FOR ALL SLRVEYING NEEDED TO CONS'R,CT 74 MNOVEIENTS TO THE LINE AND GRADE PER THE t APPROVE: PAS. AND TO PROVIDE THE REWIRED CONSTRUCTION AID A5-CONSTRUCTED FIELD NOTES. PAR'IA, PAnEN?5 +UR THIS ITEM WILL E MADE IN Cp1ECTION WITH THE MONTA V PAY ESTINAMS BASED UPON WORN COMPLETED AS ETEMjWzo BY THE ENGINEER, 1,-05.12 PIMA, ACCEPTANCE (REPLACEMENT SECTION) THE CORRA;TOR SHALL MDTIFV THE ENGINEER IN WP:TING OF THE CUPLETION OF THE WOM WHEREtP% THE ' ENGINEER WILL PROMPTLY, BY PERSONAL INSPECTION, SATISFY HIMSELF AS TO THE ACTUAL COMPLEIION OF THE WONT IN ACCORDANCE W11H THE TER9 OF THE CONTRACT, AND 9ALL THEREUPON RECOMaOD TO THE OWNER THAT THE WORN IS ACCEPTABLE. FINAL OE TERM:NP'ION O THE ACCEPTABILITY OF THE WORN SHA.'L E MADE By THE ' OWNER' ACCEPTANCE BY THE CONTRACTOR OF FINAL COMPENSATION FOLLOWING FINAL ACCEPTANCE BY THE CITY SHALL CONSTITUTE FULL AND FINAL PAYMEN' NCH A.,, vWA UDER THE CONTRACT, INCLUDING ANY CLAIM FOR DHANGEC CONDITIONS OR CNAMIED WORK ORDERS OR EXTRA WOK, DELAY OR ANY OTHER CAUSE FOR CLAIMS FOR ' ADDITIONAL COMPENSATION, 1-05.15 NETDp OF SERVICE OF NOTICE (REPLACEMENT SECTION) ' WRITTEN NOTICE SMALL E DEEMED TO HAVE BEEN OLr SERVED IF DELIVERED IN PERSON to THE INDIVIDUAL, OR TO A PARTNER OF THE FIRM, OR TO AN OFT'CCER OF THE C(APORAtION OR OWNER ON TO THE CITY CLEAN, an IF SENT By REGISTERED UNITED STATES MAIL TO THE BUSINESS ADDRESS SHOWN IN THE CONTRACT DOCUMENTS. ' SVPl~tal SOAtlFica'iRrs (PAY 01U7'/56) Page 7 1-05.16 ERRORS AND OMISSIONS (NEW SECTION) ' IF THE CONTRACTOR, IN THE COURSE OF HIS WONT, BECOES HATE OR ANY ERRORS OR OIISS:OS IN THE t CORIBCT DOCUMENTS OR IN THE LAYOUT AS GIVEN By SURVEY POINTS MD INSTRUCTIONS, OR IF HE BECOMES AWE OF ANY DISCREPANCY BETWEEN THE COM ICT DOCUMENTS MD THE PHYSICAL CODITIOS O THE LOCALITY, 1E SHA_ IMMEDIATELY 1NIFOM THE ENGINEER. THE ENGINEER, IF HE OEEM6 1T NECESSARY, SA.. RECTIFY THE MATTER MC ADVISE THE CONTRACTOR ACCORDINGLY. My WONT OOE AFTER SUCH DISCOVERY, UNTIL AUTHORIZED, WILL BE DOE AT THE CONTRACTOR'S RISK. 14P LEG% IFIATIOIS MD IE9O676ILITIES TO THE AKIC ' 1-07.4 SANITATION (ADDITIONAL SECTION) ALL EXPENSES INCURRED IN SUPPLYING ACCESS, PARKING, AND SANITATION FAC:LTTIES SHALL BE CONS:DEPE. INCIOENTAL TO THE PROJECT AND NO COMPENSATION SHALL BE MNJE. 1-07.7 H.OD LIMITS (REPLACEMENT SECTION) ' ALL MOTOR VEHICLES OF THE CONTRACTOR, SUBCONTRACTORS, AM SUPPLIERS SA-L STY 'TLY ADHERE TO CH. , 46.W OR THE MOTOR VEHICLE LAWS OF THE STATE OF WASHINGTON 11967 EDITION AND AMENDMENTS THEREOF) Is REGARD 70 SIZE, 11EIONT, MO LOADS O MOTOR VEHICLES. PAYMENT WILL MOT BE MADE FOR ANY MATERIAL THAT IS DELIVERED IN EXCESS OF THE LEGAL NEiONT FOR ' WHICH THE VEHICLE 15 LICENSED. ANY VIOLATION OF THESE REG,LI1I06 SHALL BE 'EPORTED TO THE AFFECTED LAW ENFORCEMENT AGENT, ' THE CONTRACTOR I5 TO FURNISH TO THE PUBLIC WORKS DIRECTOR A LISTING OF ALL IOUL VEHICLES USED ON THE FROJECT, LISTING THE VEHICLE NUMBER, LICENSE NABER, TARE HEIGHT, AND LICENSED LOAD L:M:'S, ' 1-C7.9 WAGES (REPLACEMENT SECTION) THIS CONTRACT I5 SRJECT TO CHAPTER 59.12 RCW, AND AENDENTS AND ADDITIONS THERETO RELATING TD ■ MINIMA WAGES. ON FEDERAL AID PROJECTS, FEDERAL WAGE LAWS AND REGULATIONS ARE ALSO APPLICABLE. 6 rOJ LY MINIMA RATES OF WAGES AND FRINGE BENEFITS ARE SHOWN IN THE CONTRACT. MEN FEDERAL WAGE PATES AC FRINGE BENEFITS ARE LISTED, THEY ARE IN ACCORDANCE WITH THE UNITED STATES DEPARTMENT O ' LABOR DECISION NJBER WA 65-`110. THE CONTRACTOR, ANY SLBCONTRAC70R, OR OTHER PERSON DOING THE WORN OR ANY PART OF IT SHA_L NOT PA! ANY NOWICH, LABORERS, OR MECHANICS LESS THAN THE REQUIRED HOURLY MINIMA RATES OF WAGES SHOWN IN ' THE CONTRACT, WAGES IN EXCESS OF SM, HOURLY RATES MAN BE PAID. IN AODIT ION TO THE WAGE RATE DESIGNATED, THE EMPLOYER BALL CONTRIBUTE FOR EACH COPENSABLE HOUR THE FRINGE BENEFITS LISTED. IT 15 SPECIFICALLY UDERST000 AND AGREED THAT THE WAGE RATES AND YRINGF BENEFITS FOR THIS CONTRACT ' ARE SUBJECT TO C1AMZ5, THAT THE BIDDER ACCEPTS FULL RESPONSIBILITY AND ASSUES THE RISK OF MNV INCREASED LABOR COST BY REASON OF PAYING NICER RATES THAN THOSE SOWN IN THE CONTRACT, THE CITY DOES MDT WARRANT OR REPRESENT THAT LABOR CAN BE PROCURED FOR THE MINIMA RATES SET FORTN OR AS ' CHANGED. IT 15 THE CONTRACTORS RESPONSIBILITY TO ASCERTAIN THE WAGES ABOVE SCH MINIMUM AS HE WILL HAVE TO PAY, 1 Suplowtal SDeciTicatims (Rev O1/D/56) Pape B ■ 1-07,9 COMTIMED THE CONTRACTOR BALL POST. IN A LOCATION ACCEPTABLE TO nE CITV NO LABOR AD I'DISTNIES, A COFY OF T'E APPROVED 0STATEMENT OF INTENT TO PAY PREVAILING WAGE-, A LOPY OF THE PREVAILING WIDE RATES FOR THE PAIDJECT UPON WHICH THE CONTRACTOR IONS INDICATED TIE AWRW11(7WA'E µABFP OF MWIRS IN EACH ' CLASSIFICATION; APD THE AGGRESS AND TELEPHONE MAHR OF THE IICJSTRIAL STATISTICIAN OF THE DEPARTMENT OF LABOR AM INDUSTRIES WHERF A COPLAD OR 1NQLI" CONCERNING PREVAILING WAGES MAY BE MADE. ' ON PROJECTS GOVERNED BY WIDE RATES DETERMINED BY THE STATE OF WASHINGTON DEPARTMENT OF LABOR AND INUSTRIES AND BY THE U. S. NARY OF LABOR, IF THERE IS A DIFFERENCE BETWEEN THE TWO IN nV PREVAILING RATE OF WAGE FOR A SIMILAR CLASSIFICATION OF LABOR, THE CONTRACTOR SWILL PAY NOT LESS ' THAN THE WAGE IMCM IS THE HIGHER OF THE TWO. IF THE CONTRACTOR WaS USE OF APPRENTICES ON PROJECTS GOVERNED BY WAGE RATES DETERMINED BY THE ' STATE DEPARTMENT OR LABOR AND INDUSTRIES, HE SHILL PRESENT TO THE ENGINEER WRITTEN EVIDENCE OF REGISTRATION OF SUCH EMPLOYEES IN A PROGRAM APPROVED BY THE STATE MPIENTIMS41P CONCIL AND THE PERIOD OF PROGRESSION FOR EACH SUCH APPRENTICE EMPLOYEE. IF THE CONTRACTO• MWES USE OR APPRENTICES ON PROJECTS GOVERNED BY WAGE RATES DETERMINED BY THE U. S. SELYIETAR P* ,A&R, HE SIW.L PRESENT TO THE ENGINEER WRITTEN EVIDENCE OF REGISTRATION O: SUR EIPLOYEc', IN 4 PRIOR* OF A STATE APPRENTICESHIP AND TRAINING AGENCY AF.ROVED AND RECOGNIZED BY THE U. ;. Wd-U u APPRENTICESHIP AND TRAINING. IN THE ABSENCE O: SUCH A STATE AGENCY, THE CONTRACTOR 90-L SI)MIT EVIDENCE OF APPROVAL AND REGISTRATION BY TEE U. S. BOEAU OF APPRENTICESHIP AND TRAINING. ' THE CONTRACTOR BALL SUBMIT TO THE ENGINEER WRITTEN EVIDENCE OF THE ESTABL ISIED APPRENTICE .1ORPEYMAN RATIOS AND WAGE FATES IN THE PR0.7ECT AREA, wION WILL BE `HE BASIS FOR ESTABLISHING S JCH RATIOS AND RATES FOR THE PROJECT UNDER TIC APPLICABLE CONTRACT PROVISIONS. ' IF ANY DISPUTE ARISES AS TO M^.T ARE THE PREVAILING RATES OF WAGES FOR WORK OF A SIMILAR NATURE TO THAT CONTEMPLATED UNDER THE CONTRACT NO SUCH DISPUTE CANNOT BE ADJUSTED BY THE PARTIES OF t INTEREST, INCLUDING LABOR AND MANAGEMENT REPRESENTATIVES, THE MATTER SHALL BE REFERRED TO TIE DIRECTOR OF THE DEPARTMENT OF LABOR AND INDUSTRIES OF THE STATE OF WASHINGTON (OR TO THE UNITED STATES SECRETARY OF LABOR MEN PREVAILING WAGES ESTABLISHED BY THAT OFFICE ARE INVOLVED), AND HIS DECISION THEREIN SHALL BE FINAL, CONCLUSIVE AND BODING ON ALL PARTIES INVOLVED IN THE DISPUTE. IF THE CONTRACTOR MAKES USE O A LABOR CLASSIFICATION NOT LISTED IN THE SPECIAL PROVISIONS, THE eOliRI1CTOR SHALL REQUEST THE DETERMINATION OF THE APPROPRIATE WAGE RATE FOR THE CLASSIFICATION AND FOR T:- AREA IN WICK WOO( IS PERFORMED, FROM THE INDUSTRIAL STATISTICIAN OF THE DEPARTMENT OF LABOR AND INDUSTRTES ON FEDERAL-AID PROJECTS TIE CONTRACTOR AND EACH SIBCONTRkTO. AALL FUAWIS WEFKLY PAYROLL STATEMENTS TO THE ENGINEER. TF WE ' STATEMENTS ARE NOT UTILISED THE CONTRACTOR SHALL FURNISH A CERTIFICATION PRIOR TO EACH PROCESS ESTINATF PAYMENT COPFIRMINC THAT PEVAILING WAGE RATES HAVE BEEN PAID. IF THE CONTRACTOR UTILISES THE OCCUPATION CODE MEN SIBNITTING PAYROLLS AD WAGE AFFIDAVITS, AND MORE THAN ONE 3MISDICTIONAL AREA IS INVOLVED IN THE PROJECT, THE JURISDICTIONAL AREA INVOLVED BALL BE SHOWN IMEDIATELY FOLLOWING THE OCCUPATION CODE WBER, I.E.: 10-0010 YAK.E. SN ounw SoKificetims (ANY O1127186) PAQe 9 1-07.9 CONT1II..ED , THE COMTRACTORIS RECOi05 It,TAINING TO WAGES PAID AND PAYROLLS 94A.L BE OPY TO INSPECTION OR AUDIT BY RL EM41ATIVES OF THE CITY DURIWI THE LIFE OF THE CONTRACT AM FOR A PERIOD OF MDT LESS , THWNRECOR T (3) YEARS AFT THE DATE OR ACCEPTAMM THEREOF, AID THE CONTRACTOR 9N SUCH RETAIN SUDS I6F.E FOR TINT PERIEROD. MIERE SUCH FECORDS PERTAINIM; TO WAGES PAID AD PAYROLLS FOR THE CONTRACT ME NAINTAIKD BY SUBCONTRACTORS OR AGENTS OR THE CONTRACTOR, TIE CONTRACTOR EUPrESAY (OARANTEES THAT THE RECORD; OF SUCH SlUBCONTRACIOLS OR AGENTS SHALL BE OPEN TO TRACTOR ON AD AUDIT t BY :EN AUDIT IVES M THE CITY ON THE SAME TERMS Aro CONDITIONS AS THE RECORDS O' THE CONTRACTOR, IF AN AUDIT IS ro SE COeO10ED TORE THAN SDCTY (60) DAYS AFTER THE ACCEPTANCE DATE OF THE CONTRACT, THE CONTRACTOR WILL BE GIVEN A REASONABLE NOTICE OF THE TIME MIEN SUCH AUDIT IS TO t BEGIN. TEF HE CO PAYMENT IS MADE BY THE CITY OF ANY SUMS DUE LMOER THIS CONTRACT, THE CITY MUST RECEIVE FRO, , ' THEM L ACI AD EACH "CONTRACTOR, A COPY O' -STATEMENT OF INTENT TO PAY (FORM L A 1 MAER 700-29) AS SIDED AND PREVAILING MNAfIS" INDUSTRIES. APPROVED 9Y T� WASHINGTON STATE DEPMTMEUNT OF LABOR AMC UPON COMPLETION OF THIS CONTRACT, THE CITY MUST RECEIVE FROM THE CONTRACTOR AND EACH SUBCONTRACTOR ' A COPY OF 'WFIDAVIT OF RAGES PAID^ (FORM L 6 I NUNKA 700-7 STATE DEPARTMENT OF LABOR AND INDUSTRIES) PA TIFVIW, THAT ALL PREVAILING WAGE REQUIREMENTS HAVE BEEN SATISFIED. IN h:O1TION, e THE CITY MUST RECEIVE FROM THE PRIME CONTRACTOR A COPY OF 'RELEASE FOR THE PROTECTION OF PROPERTY OPENS AND GENERAL CONTRACTOR- CFOM L 6 I WEER 206083 TIE STATE DEPARTMENT OF LABOR AND INDUSTRIES). THESE AFFIDAVITS WILL BE ' REQUIRED BEFORE ANY FORS RETAINED, ACCORDING TO THE PROVISIONS OF RCW 60.26.010, ARL .RELEASED TO THE CONTRACTOR. tORMMS MAY BE OBTAINED FRON THE DEPAATIEM OF LABOR AMC INDUSTRIES. A FEE OF $12.30 PER EACH "STATEMENT OF INTENT TO PAY PREVA:LING MACES" AND ^ARTIOAVIT 6 MACES , PAID- IS REQUIRED TO ACCOMPANY EACH FONT SUBMMI TIED TO THE DEPARTMENT CONTRACTOR 15 RESPONSISI FOR PAYMENT OR THESE FEES AID SMALL WINE, ALL APPL I OF L�� AND IWJSTCTLY TOSE T OEPARTME7T DF TABOR AD INDUSTRIES. THESE FEES S ALL BE INCIDENTAL TO AL TE BID ITEMS a TNIS CONTRACT, 17' ADDITION, THE PRIME CONTRACTOR 90LL SUBMIT TO THE WASHINGTON STATE DEPARTMENT OF LABOR AMC ' INDUSTRIES A uKQ EST FOR RELEASE. FORM PROVIDED BY THE DEPARTMENT OF LABOR AND INDUSTRIES. THESE AFFIDAVITS MILL BE REQUIRED BEFORE ANY FILMS RETAINED ACCORDING TO THE PROVISION OR ACM 6D.28.010 ME RELEASED TO THE CONTRACTOR. ' 1-07.11(9) SUBCONTRACTING (ADDITION. SECTION) iTDAE PAYMENT OR THE FINAL ESTIMATE, THE CONTRACTOR SHALL SUBMIT AN AFFIDAVIT OR NONTS PAID TO TMINORITY HECST BUSINESS ENTENRISE AND OF WOMEN BUSINESS ENTERPRISE PARTICIPANTS ON THE FARM PDVIOEO BY Y; CERTIFYING THE AQNTS PAID TO MINORITY BUSINESS AND OR WOEN BUSINESS ENTERPRISE PARTICIPANTS. 1-07,11(10) RECORDS AND REPORTS (REPLACEMENT SECTION) THE COTPACTOR HILL BE REQUIRED TO COPLETE AND SUBMIT THE FOLLOWING :ALIAENTS BEFORE PROGRESS AHD OR FINAL PA-RENTS TO THW rONTRACTOR WILL BE APPROVED BY THE PUBLIC WORCS DIRECTOR: •. EACH MONTH - DEPARTMENT OF LARM STANDARD FORM 237 ' 2. EACH MY - STATE HIGHWAY FORM PR-1391 5 omentA1 Speeiticeti,,, , (Rev 01/27/06) Pop 10 ' 1-07.11(1CA CONTIAED ' THE "VER WILL FURNISH THESE FORMS TO THE PRD L CONTRACTOR "ING THE Pwm6 UCRON MEETING. AN EQUAL EMPLOYMENT OPORTUr•Y REPORT CERTIFICATE SMALL BE EXE'JTED By THE BIDDER W.TM HIS BID PROPOSAL ON THIS PROJECT AND *l-l!M COIFS WITHIN THE MOVISIO6 OF TIE EQUAL E O'AEM 1PORTUNITY REGULATIONS OF THE SECRETARY OF LABOR AS REVISED MAY 23, 190. THE FORM O CERTIFICATE RILL BE FURNISHED TO THE CONTRACTOR WITH THE PROPOSAL, WMICH THE CONTRACTOR MILL REED TD CGIMPLETE, STATj•O AS TO WHE7IER HE, MIS FIRM, ASSOCIATION, PARTNERSHIP, OF CORPORATION HAS PARTICIPATED IN ANY PREVIOUS CONTRACTS OR 9ACONTRACTS SUBJECT TO THE EQUAL OPORTINITY CLAUSE AD IF 50, WHETHER OR NOT HE HAS SUBMITTED ALL REPORTS DUE UDER APPLICABLE FILING REQUIREMENTS. FAILURE ON THE PART O THE BIDDER TO FURNISH THE REQUIRED CERTIFICATE RILL BE DUE CARS; FOH REJECTION OF HIS BID. ' IF A PROPOSAL LACKS AND EEO REPORT CERTIFICATE, AND TIE CONTRACTOR WOULD OTHERWISE BE AWAROEC THE CONTRACT' THE CONTRACTOR BALL HAVE 10 DRYS AFTER NOTICE BY THE DIRECTOR OF PUBLIC WOWS TO PROVIDE THE SAE. IF THE CONTRACTOR REFUSES OF FAILS WITHIN THAT TIME TO PROVIDE THE CERTIFICATE, ' THEM THE PROP GU OSAL ARANTEE, IN THE FORM OF BOND, CHECK, OR CASH MIN ACCO RWED THE BED, WILL BE FOBEITED TO THE CITY. WHENEVER A C"ACT(C P.yLESTS PERMISSION TO SUBLET A PART OF ANY CONTRACT AND %ON CONTRACT COES ' WITHIN THE PROVISIO.� OF THE EQUAL OPPORTUNITY REGILATIOS OF TIE SECREippr OP LABOR, PREMISED MAY 21, 1968, HE SY.L OBTAIN THIS CERTIFICATION FROM MIS RROROSED US COITRA.;TON MD fpRHMARp IT TOGETHER WITH SUM REQEST. ND SUBCONTRACT WILL BE APPROVED BEFORE RECEIPT Or SUCH CERTIFICATIO, FROM THE SUBCONTRACTOR. FOR THIS PUPOSE, CERTIFICATION FORMS WAY BE OBTAINED FROM THE PROJECT ENGINEER ASS:3EO TO MIS PRI3ECT. ' 1-07.13 CONTRACTOR'S RESPONSIBILITY FOR WORK REPIACEIENT SECTION) ' THE WORK SHALL BE UNDER THE CONTRACTOR'S RE-SPONSIBLE CARE AND CHARGE, TIE CONTRACTOR SMALL BEAR ALL LOSS AND DAMAGE WHATSOEVER AND FROM WHATSOEVER CLAUSE, EXCEPT THAT CAUSED SOLELY BY THE ACT OF THE OAER WHICH MAY OCCUR ON OR TO THE WORK DURING THE FULFILLMENT OF THE CONTRACT. ' IF ANY SUCH LOSS OR DAMAGE OCCURS. THE CONTRACTOR SMALL INEDIATELY MAKE GOOD ANY SUCH LOSS OR D4--GE, AND IN THE EVENT OF THE CONTRACTOR REFUSING ON NEGLECTING TO CO 50, THE ORER MAY ITSELF OR BY THE EAPLOnERT OF SOME OTHER PERSON MA(E GOOD ANY SUCH LOSS OR DAMAGE. AND THE COST AMC EXPENSE OF 50 DOING BALL BE CHARGED TO THE CONTRACTOR, THE CONTRACTOR ALONE 91ALL AT ALL TIMES BE RESPO6jB.0 FOR THE SAFETY O HIS A0 HIS ' SUNCONTRACTOR'S EMPLOYEES, AID FOR MIS AID HIS SHBCONTRACTOR'S PLANT AND EQUIPMENT AND THE NEIMO OF PROSECUTING THE WORN, DURING UNFAVORABLE WEATHER AND OTHER CODITIONS, THE CONTRACTOR SMALL R1NSF_ OHLv SUCH POP7IONS O ' THE WOW AS BALL NOT BE DAMAGED THEREBY, WD PORTION OF THE WC RK WHOSE SATISFACTORY QUALITY OR EFFICIFNCV WILL BE AFFCCTEO BY UFAVO AB, B_ ' CONDITIONS SMALL BE CONSTRUCTED WILE THESE CONDITIONS EXIST, lq.E55 BY SPECIAL MEANS OR PRECAUTIONS ACCEPTABLE TO THE ENGINEER, THE CONTRACTOR SHALL BE ABLE TO MRCUE THEM. SuplAWentAl Sp9cl Tlcetlp (Rev 01/27/B6) PWDe 11 1-O7,1* RESPIgS18!L�-IT10MLaa) THE CONTRACTOR SAL BE RES'OSIBLE FOR t ANY STREET WHICH IS IRILIIED Br NIS SLIM DUST MA 11ITNIM R1b.ICT ILOT$Ap ON W,,FSMAL BE PAEPgfFj fi ASE WATERING TRICKS, POIER� THE DWEAS1T7p1 611E RRO,18CT. THE COWrjALjER NEC't_55Mr BY THE ENGINEER, TO AVOIC CREATING A NUISANCE ' AIO OTHfIM PIECES a EQOIIENT AS OM D , O US vD NWD CONTROL SHILL BE CONSIDERED AS INCIDENTAL TO THE R 03ECT, AM NO COM E SCTION BILL BE bow . A THIS SECTION, t COMPLAINTS OF MUD UNSAFE 1RASNOYTED To THE CONTTRACTON AID PRO•T ICES ACTION IN C ARMINv DAMa1GE fi PRIVATE OAaETISfNiv WILL BE CORTRACTOR. ACTION IN OOEECTIHG THEM WILL BE AMIAEO BY THE 1-07.16 PROTECTION AD RESTORATION O PROPERTY (KpLACp&v T ' THE O WILL OBTAIN ALL EASEW " AND +'RAIDNSE$UNIT HIS NIS OFAATION TO THE AREAS OBTAINED NTI REQUIRED FOR ONE R , THE CONTRACTOR SHAL; SHALL NDT TRESPASS ON PRIVATE IVATE D PROPERTY.. ' E GAMER MAY PROVIDE CERTAIN LANDS.LANDS. AS INDICATED IN COCONNECTIONWITH THE WORK UNDER THE CoHrRa::i T TH 1HO1 W21M 11E RIGHT Or ACCESS TO SICK LAGS. THE CONigACTOR S AL Y CNrgBER TTE RAENISE` 1ITH HIS EQUIPMENT OR MATERIALS. I NOT , THE T ;lpS PROVIDE- IDE, WITH NO LIABILITY TO THE OWNER, ANY ADDITIONAL LAD AD ACCESS Si01A,T OF MATERIALS. DESCRIBED THAT MY BE REQUIRED FOR TEMOMY CONSTRUCTION FACILITIES OR 'AS REQUIRED BY HIS OPERATIONS- THE CONTRACTORR ACCESS ROADS. DETOUR ROADS, M OTHER THfViAAY WORN AM OPERATION OF NIS MOWERS TO THOSE AREAS SHDNS�L COSINE NIS EQUIPHENi, STORAGE OF MATERIAL, MY PROVIDE. OCSpi:SED AND SUCH ADDITIONAL AREAS AS •E 1 A' %NMAL• ALL CONSTRUCTION WOR, UNDER THIS CON PROPERTY M FRANCHISE, SHALL BE CWINED TO THE LIMITS SUCH AS WIOR.OFA, OVER {q:rATE 'MAWKISE. ALL AGAR SW,- 8E ACCOp 35HEO 50 0.5 TO CMS• RIOR-O'.MY OR 4 MINI" bEt TS SMART O' DAMAGE. THE DON CAUSE THE LEAST AAMINEMS rRACTM� SHALL SOEOLLE HIS WORK SO THAT OF DISiLA®ANCE AD SMALL — BE LEFT MEN DURING WEEXENDS OR HOLIDAYS AD rRENC1ES .NCHES ACROSS 'FOR MORE THIN 48 • SHALL HEAT BE OPEN B. STRLCTUgS THE CONTRACTOR SHALL REMOVE SUCH EXISTING STRUCTURES AS MAY SE HECESSA+Y FDA A CONDITION O THE RI(plt AND, IF REp,UIREO, SHILL REBUILD THE STRUCTURES THUS gEM DSAR IN AS THE CONDITION AS FDAD, HE SHILL ALSO REPAIR AL EXISTING STRUCTURES WHICH MY BE DAAASED AS 4 RESLLT OF THE WoAX 'UNDER THIS CONTRACT. C. NT - CLLTIVATEp , AGRICULTURAL OR LAWNS, AREAS 'SU OTHER SURFACE INpgpypERTS ALL CULTIVATEC AREAS, EITHEP AND OTHER SURFACE 1RgAOVEHENTS WHICH ARE DAMAGED BY ACTIONS O THE CORRACrOA SHHALL BE RESrOEC AS NEARLY AS POSSIBLE TO THEIR ORIGINAL PRIOR T CODITla, , N HE TRENCH N71N AN EASEMENT ON PRIVATE RIL1iT-O'.IHY, THE COIfApCTgH SMALL SIRUP iy SOIL FROM THE TREMOR OR CONSTRUCTION AREA AND S7OCXPILE 17 IN SHAr A 11AHAER 7MAT IT NAr BE REPLACED BY RIM, 11R01 CEMkETION OF R�STRUCtIDM, ,CAREF;,L.r RENOYED WITH M EARTH SAjW4UGIt& THEIR ROOTS NMRADpED IN THEIR ORIGINAL POSITIONS WITHIN AB HQAS, R>AaAHEWAL rAEES AND SNMEBERY SHALL BE AAA AD REPLANTED IN t Ul~l tal SRaciticatlm (Rer 011I7,86) Page 12 1-07,i6 CO171NLEO t ALL S RJBKRY OR TREES OESTROYED OR DAMAGED. SMALL E REPLACE, BV OIAR THE COITRKTpR WITH MATERIAL OF EQAO QUALITY AT NO ADJIfIO11A1 COST to TOE Do". IN ME EYENY TORT IT IS R WITH M My TO TREM� TWO" LAWN AREA THE SOD SHNLL E CAREFLLL• CUT Alp RILED AND REPLACED AFTER THE TRENCHES NAVE EEN M06ILLED. THE LAWN AREA 94kL E CLENED B' SWEEOING ON OTHER OE46, OF ALL EARTH 4D NIF:S. ' THE T'A+"RACTOI OWL_ USE RL9ER A'EF. `Pli°KNT SIN1.M TO THE 9A1. rRK1W-rVR Bh'wQS USED Br $tCE SEWER CONTRACTORS FOR ALL . INCLUDING EXCAVATION aED & ILL, ON EASING ON RIONTS-OF-MAY WIOH WAVE LAWN AREAS. ALL FENCES. OYMERS. WI. BCACIT OR OTHER EASING Rr OBSTACLES SMALL E NEMOVIC BY THE CONTRACTOR Alp IMMEDIATELY REPLACE, AFTER NE THENLI. IS BIIOTILLED, IN THEIR ORIGINAL POSITION. THE CWTTu1CrOR SMALL MDT:Fr THE OWNER AMC ITY OlAER AT LEAST 24 MQFS IN ADVANCE OF ANY RO K GORE ON EASEMENTS OR RjGwS-6-MY. OR" r0 EXISTING STRUCTWES OUTSIDE OF EASEMENT AREAS TNA' MAT NESA,T FR(J, DENMTERIML AID/ON OTHER CONSTRUCTION ACTIVITY LOW THIS CONTRACT 9AALL E RESTOED TO THEIR ORIGINAL CONDITION N BETTER, THE ORIGINAL CONDITION 9NLL E ESTWISin By PNOTOGRAPNS TAs(EN AND/OR INSPECTION MRy'E °RION TO C06TRIlCYI01. ALL SUCH ROFN SHALL at DOE TO THE SATISFACTION OF THE PROPERTY ' OWCRS AIO THE WmA AT THE EXPENSE O TOE CONTRACTOR. C. STREETS. THE CONTRACTOR WILL ASSUE ALL. RESRONSIBILITr nF RESTORATION O THE SURFACE O ALL ' STREETS THAVELLED WAYS) USED BY HIM IF OAMAGE:. IN THE EVENT THE CONTRACTOR ODES OCT HAVE LABOR ON MATERIAL INEDIA' AVAILABLE TO Wr,E NECESSARY REPAIRS, THE CONTRACTOR SMALL SO INFCRY THE OWNER. THE OWNER RILL MAKE THE NECESSARY REPAIRS AND THE COST OF xp. REPAIRS SMALL E PAID BY THE CONTRACTOR, 1-07,17 UTILITICS ANC SIMILAR FACILITIES (AOpfTIWAL SECTION` ' LOCATION ANC DIMENSIONS SOON ON TIE PLANS FOR EXISTING WITH THE EST AVAILABLE IEOR NATION WITNpUT � FACILITIES ARE IN ACCWDANCE GUARANTEE THE SIZE AMC LOCATION OF EXISTING FACILITIES NANO EA9AIMG. TE OWNER DOL NOT FACILITIES. IT SMALL E THE CONTRACTORS RESPONSIBILITY TO CONTACT ALL N81C 40 PRIVATE COMPANIES UTILITIES AND(OR FACILITIES IN TW, VICINITY OFTHE CONSTRUCTION AREA, HRV:NG ' CALL ErOPE YOX GIG THE 48 HOUR LOCATORS ' 1-e0n-424-5555 IF, IN THE PROSECUTION O THE WORN, 11 ECOIS MECESSAN, TO INTEAMLPT EXISTING SURFACE OGINADE, SEWRS, OWER'WAINS, CONDUIT, UTI.ITIES. SIM:.4R L14CR110,11- STRJCTUES, OR ARTS THEREOF, rE CONT NEWD"SIRE FOR, 44D SO-L TAKE ALL NECESSARY pNE'WTIONS TO PROTECT ADD PRON:OE TEOPORARY _ RACTOR 9NA:L. E :MS FOR SANE. THE CONTRACTOR SPAL, AT HIS OWN EXPENSE, REPAIR ALL DAMAGE TO SUCH FACILITIES OR STRLE'(ITES GE -0 THIS COSSTR UTILITY OEPRRiNENrON DATE SATISFACTION O TIE CITY; EXCEPT fW CITY OWED FACILITIES ANILH a,_L E REPAIRED 9Y THE UTILITY CONTRACTOR'S EXPENSE, OR BV TIE CON/TM' TOt { AS OIRECTEO 9Y THE CITr, 1 ■ Suplaelntal SNNC1flcAtiMs (Rev O1f27/Be1 Page 13 1-07.2){I1 g87C CONVENIENCE AM SI�Eir (BDDITIOIM� gCTla ' THE COIRAC-M SMALL NOTIFY By HAIL ALL PROPERTY UM ALONG THE CONSTRUCTION AREA MIIR TO CONSTRUCTION. THECONSTRUCTION. CONTRACTOR SMALL NOTIFY ELL LOCAL POLICE, TRANSIT, bO FIE ORFRRTNEMS By HAILFURT , Alm TO 40TIrY TlON. NAMES AM AOOESSES MILL E FUW194M BY THE OWNER. THE CONTRACTOR SAL, EACH PR 'D71FY EACH OCCUPANT IN PERSON E MINIMA O TREE DAYS PRIOR TO CONSTRUCTION IN FRONT O EACH MEEp7r. 1-07.23(3) RAP :, BARRICADES, AND SIGNS (REPLACEMENT SECTION) , FLAGEN, BEM JES, SIGNS AC TRAFFIC CONTROL FUMIyED SAUCFNTESTABLISED THE STANDARDS ' LATEST AOWTED EDITION OF TIE 9AAMllP, ON UNIFORM TRAFFIC CONTROLDEVICES•, PUBLISHED By t U. S. DEPARTMENTOFTRANSPORTATION. COPIES NAy E PURONLSED FROM THE SUPERINTERDENT O DOCUMENTS, U. S. GDVEANENT MINTING OFl�, THEWAS CONTRACT C.C., 2O402. TIE CONTRACTOR alMUl IMPLEMENT THE TRAFFIC CONTROL PLAN(S) APPEMING IN THE CONTRACT 0.Ay5, A$ ARM;ICABLEE. IF THE CDNTNACTOI'S PLAN O OPERATIONS 15 IN ICY WI'N THE THE NECESSARY TRY CO- CGNT a PLAN, NE WAY PROPOSE MODIFICATION OF THE TRAFFIC CONTROL PLAN By SHOWINGCON ' THE HECi55Mv CONSTRUCTION SIGNS AND OWNWICAOES gEOOINED FOR THE PROJECT, AHO SUBMIT IT TO THE EMGIHEEH FOR APPROVAL AT LEAS' TEN DRYS IN ADVANCE O THE TIME THE SIGNS AND BARRICADES MILL BE REQUIRED. , THE CONTRACTOR SHALL, AT MIS OWN EXPENSE MOV:OE ALL SIGNS, BARRICADES, , S, FLAGMEN , AC EQOIMENT, 'TWNUCTION WARNINGS, AND NIGHT LIGHTS IN ORDER TO PROTECT TIE PBLIC AT ALL TIMES , FROM '"At HS O RESULT O HIS OERAT:OHS (SEE M.U.T.C.O.). IF THE CO/TRACTOR SMQU FAIL TO MAINTAIN SUFFICIENT LIGHTS AND BARRICADES, IN THE OPINION OF 'E ENGINEER, THE CITY 9MLL HAVE TIE AIGNT TO PROVIDE THESE LIGHTS AND BARRICADES AND DEDUCT SIGN CO5T5 PR'M MYEENTS ME 11E THEWWCONTRACTOR, EOM SHELL E RESTRUCTURED, THE ORDER OF "M WU`UIFIED, TIE HOURS O WORK MODIFIED OR , THE SES HALTED ALTOGETHER AT THE ENGINEER'S DISCRETION OEM THE ENGINEER FINDS SICK A COURSE OR GORSES O ACTION TEDES. Y TO POTECT THE RELIC OR TIE CONTRACTOR'S SAFETY, WEALTH, AND WELFARE ALL SIGNS REMOVED SHALL E SALVA® AND DELIVERED TO THE CITY YARD. , ALL COSTS IN CONEETID WITH THE PROTECTION AND MOVEMENT OF VEHICULAR AD PEDESTRIAN TRAFFIC SWILL BE CONS:DE)EP 1MCIDEN7 N. TO THE NOR N INVOLVED OR 94ALL E INLUOED IN THE LUMP SUM MICE ITEM ,•TRAFFIC CONTROL- IF SUCH MN ITEM IS INCLUDED IN THE PROJECT. TRAFFIC MOVEMENT SMALL HEREIN E DEFINED AS APPLYING TO BOTH VOMIC,LAR AID PEDESTRIAN TRAFFIC. ' THE ENGINEER SMALL BE THE CITY OF tENTON PUBIC MOMS DIRECIOP OR MIS OLY AJTHDRIZED AU40 SINTATIVE (I.e. MJJECT ENGINEER, INSPECTOR) AS USED THRO GOUT THIS 9RCIP'ICATION,TIE FOLLOWING 15 A SUMMARY OFEGLATIOS THAT WILL APPLY TO TRAFFIC C&SPEC ,PROJECT, BOLT DES NOT LIMIT ON SUPERSEGE OTHER REGLLATI06 OF THE STANDARDfA ERAT2Od ON 1NI5 X O ICATIONLS: I. FE 'AWA ZONES' TECTECHNICALMLl ON ONIFOPM TRFIC CONTROL DEYS FOR STREETS AND IQGAArS", AS NELL AS THEFEDERAL HIGAAv AONINISTAFRATION (FHAq) •TRAkTFFIC CONTROL IN CMSTRUCIION AND MAINTEMUNCE NORM RVOPT MAY ' 1977. SHALL E USED AS A GUIDELINE FOR T41S PWZXCT, 2. AT THE PROJECT PRE-CONSTRUCTION CONFERENCE TIE CONTRACTOR SMALL DISCUSS HIS TRAFFIC CONTROL 'PLAN AND DESIGNATE THE PERSON RESPONSIBLE FDA TRAFFIC CONTROL AT THE WON( SITE. THE TOP SMALL INCLUDE DESIRIPTIONS O THE TRAFFIC CONTROL METHODS AD DEVICES TO E USED By THE CONiCT MINE IUOR/SUId'OONTRAC7O15 AD WILL BESLTd.1Ett TO REVIEW AD APPROVAL By THE ENGINEER. ' SwI~t4I Specificetione t (Rey 01/27/86) pap lA 3. DURING ALL PARSES OF CONSTRICTION, TRAFFIC 1OVEIEMT SIA.L BE MAINTAINED AS NEAR MORIM AS POSSIBLE AO REASONBLE ACCES$MAINTAINED TO PROPERTIES ADJACENT TO THE RIGHT OF WAY LINE. A. ALL TRAVELED PORTIONS OF ROIDAAYS WILL BE OPEN TO TRAFFIC DJPI`L PEAK TRAAFFI- PERIODS, 6:3C TO 0:30 A.M. AND 3:00 to 6:00 P.M. OR AS DIRECTED HY THE ENGINEER. 5. ON OR BEFORE THE FIRST DAY OF WORK AFFECTING TRAVELED ROADWAY, THE CONTRACTOR HILL BE REQUIRED TO HAVE THE TRAFFIC CORM DEVICES TO BE USED INSPECTED AND APPROVED BY THE ENGINEER AS TO COFLIANCE WIT" NUTCOM" STANDARDS- NO WORK SHALL BE DOE ON OR ADJACENT TO THE ROADWAY UNTIL ALL NECESSARY SIO6 AND TRAFFIC CONTROL DEVICES ARE IN PLACE. ' 6. WONT SITE TRAFFIC ONTROL WILL OF. SUIBECT TO PERIODIC INSPECTION BY THE ENGINEER; THE COITTIA,FUR WILL BE REWIRED TO TAKE TIMELY AMC APPROPRIATE ACTION TO CORRECT CODITIONS THAT ARE 116AFE OR CAUSING 11" DELAY TO TRAFTIC MOVEMENT, 1 7. IF THE CONTRACTOR FAILS TO TAKE SUCH TIMELY AND APPROPRIATE CORRECTIVE ACTION, THE ENGINEER CAN ORDER A STOP ,J FURTHER WORK UNTIL THE CODITIO/S ARE CORRECTED, OR GOER COBECTIVE ' ACTIONS TO BE PERFORMED BY OTHERS WITH AL COSTS INCURRED THEREOF DEDUCTED FRON PAYMENTS DUE OR COMING OU THE CONTRACTOR. ' THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING ADEQUATE FLAGEN, BARRICADES, LIGHTS AND SIGNS FOR THE PROTECTION OF THE WORK AND THE PUBLIC AT ALL TINES, AND THE CONTRACTOR AD HIS SUETY SAL: BE LIABLE FOR INJURIES AMC DAINGES TO PERSONS AND PROPERTY SUFFERED BY REASON OF THE MWRAAC'OR-S OPERATIONS OR ANY NEGLIGENCE IN COIECTION THEREIN. 1-07.23(6) DUST CONTROL (ADDITIOAL SECTION) ' THE CONTRACTOR STALL PROVIDE A MINIMM 1,500 GALLON CAPACITY HATER TRICK WITH A PRESSURE SPRAY SYSTEM DESIGNED FOR STREET CLEANING. THE STREM SHALL BE C-EAED OF OUST AND OEBP:IS AT THE END J EACH WORKING DAY. IN ADDITION, THE CONTRACTOR SHILL PROVIDE SPRINKLING, AS NECESSARY, TO ALLEVIATE DUST N14SA CE OR AS DIRECTED BY THE ENGINEER. I-07.2A RIGHTS OF NAY (ADDITIONAL SECTION) THE CITY BALL OBTAIN AL. EASEMENTS MID ACCESS PERMISSION NELESSARY TO THE CONSTRUCTION OF ALL IMPROVEMENTS LOCATED ON PRIVATE PROPERTY AD PAY ALL COSTS DE THE SAE. COPIES OF ALL EASEMENTS AND ACCESS PERMISSION WILL BE PROVIDED TO THE CONTRACTOR. THE CONTRACTOR SMALL PERFORM ALL WORK ' ON PRIVATE PCPEATY IN STRICT CORL!ANCF WTtM tHE TERMS AID COHDITIOS OF THE EASEMENTS AD RIOrt-OF4CCESS OOOAQRS. 1-41B FI NECUtION HBO 1-08.3 PRIORESS SCHE(INLE (REPLACEMENT SECTION' ' IMEDIATE-Y AFTER EMECUTION AHD DELIVERY OF THE CONTRACT, AND BEFORE THE FIRST PARTIAL PAYMENT ID HIDE, THE CONTRACTOR BALL OELIVER TO THE ENGINEER AN ESTIMATED CONSTRUCTION PROGRESS SCHEDULE IN ' A FORM WISFACTORY TO THE ENGINEER, SOWING THE PROPOSED OATES O C'DOENCEWNI AND COMPLETION OF EACH OF THE VARIOUS PAY ITES OF WONT REOUIRED UNDER THE CONTRACT DOCUMENTS AND THE ANTICIPATE^ 1 Swl~tal Specifications (Rev 01/27186) Page 15 1-O8.3 CONTINUED ' AMOUNT OF EACH MONTHLY PA,E,NT THAT WILL BECOME DE TO THE CONTRACTOR IN ACCPIOANCE WITH THE 740GRESS SCHEDULE- THE CONTRACTOR SHALL ALSO FURNISH PERIODIC ITEMIZED ESTIMATES OF WORM( DOE FOR ,THE PURPOSE OF MAKING PARTIAL PAYMENTS THEREON. THE COST INCURRED ON MAKING, UP ANY OF THESE SC EDU LE$ WILL BE USED IHIY FOR DETERMINING THE BASIS OF PARTIAL PAYMENTS AND WILL NOT BE CONSIDERED AS FIXING A BASIS FOR ADDITIONS TO OR DEDCTIOS FTOI THE CONTRACT. ' 5H(XU IT BECOF EVIDENT AT ANY TIME DURING CM674XTION THAT OPEAATIOMS MILL, OR WAY FALL BEHIND THE SCHEDULE THIS FIRST PROGRAM, THE CONTRACTOR BALL, UPON REQUEST, PROMPTLY SUMMIT REVISED SCHEDULES IN THE SAE FORM AS SPECIFIED HEREIN, SETTING OUT OPETATIOS. METHODS, AND EOUIPMEMT, 'ADDED LABOR FORCES OR WORKING SHIFTS, NIGHT WORX, ETC., BY WICK THE LOST TIME WILL BE MADE ,AND CONFER WITH THE ENGINEER UNTIL AN APPROVED MODIFICATION OF THE ORIGI UR NAL SOEDLLE HAS BEEN SECURED- FURTHER, 1F AT AN TIME A PORTION OF THE ACCEPTED SCHEDULE IS FOUND TO CONFLICT Wlrn THE t CONTRACT PROVISIONS, IT BALL UPON REWEST BE REVISED BY THE CONTRACTOR AD THE WOR( SMALL E PERFORMED IN COMPLIANCE WITH TIE CONTRACT PROVISIONS. PAYMENTS OF ANY FURTHER ESTIMATES TO THE CONTRACTOR AFTER SUCH REQUEST IS MADE AND HAIL AN 'APPROVED MODIFIED SCHEDULE HAS KEN PROVIDED BY TOE CONTRACTOR NAY BE WITHHELD. EXECUTION OF THE NRi( ACCORDING TO THE ACCEPTED SCHEDULE OF LDNSTRUCTION OF APPROVED MODIF1C!IIOLS THEREOF, IS MADE AN OBLIGATIONHEREBY OBLIGATIONOF THE CONTRACT. ' 1-D8.3(1) PRE-CONSTRUCTION CONFERENCE (HEN SECTION) PRIOR TO TIE STAR' OF CONSTRUCTION, THE CONTRACTOR, ENGINEER, ALL SUBCONTRACTORS, UTI-I'r DEPARTMENT, OA51 PUBLIC UTILITY OOPANIES, AND OTHER INTERESTED PARTIES SHALL ATTEND A PK-CONSTRUCTION CONFERENCE, WITH TIME, RACE. AND DATE TO E DETERMINED AFTER CMARp OF THE 'CONTRACT. SUBSEQUENTLY, A REPRESENTATIYE OF TIME CONTRACTOR MILL ATTEND A NEEny CONFERENCE TO REVIEW PROGRESS AND DISLISS ANY PROBLEMS THAT WAY E INCITED. THE TIME, RACE AD DATE OF THESE WEEMLY MEETINS 94ALL K ESTABLISHED AT THE PRE-CONSTRUCTION CONFERENCE. 1-21.4 PROSCUTION OF AORk (ADDITIONAL SE�T1ON) THE CONTRACTOR SALL NOTIFY THE CITY OF RENTON AT LEAST 48 HORS PRIOR TO COWENCI% WON. THE 'SAE NOTIFICATIONS SHALL E PROVIDED TO ALL EMERGENCY SERVICES, BY DIALING 911 FROM A PONE WITH A RENTON EXCHANGE TELEPHONE WIRER, AND THE SCHOOL DISTRICT MIEN WORMING WITHIN A ROADUA! RIGHT-OP-WAY. THE CO-,WIOR SWLL ALSO NOTIFY PROPERTY OWNERS ADJACENT TO THE CONSTRUCTION AREA, INDICATING THE DUATION AD PWPOgO TIME OP ACCESS CLOSURE TO THEIR PROPERTY. 1-08.5 TIME O COMPLETION (AODIi1OL1L SECTION) ' REPLACE PARAGRAPH I WITH: , THE CONTRACT TIME SHALL START WITHIN ID DAYS FROM THE DATE OF THE LETTER NOTIFYING THE CONTRACTOR TO PROCEED. THE SPECIAL PROVISIONS WILL STATE THE CONTRACT TIME IN WORKING DAYS. ,A NMIN 'AV IS ANY DAY MDT OTHERWISE DEFINED MERE IN AS A NON WONX ING DAY. A NON WORKING OA• 1S EFINED AS A SATURDAY, SNDAY OR RECOGNIZED HOLIDAY OR A DAY ON WHICH THE CONTRACTOR 15 SPECIFICALLY REQUIRED BY THE CONTRACT TO SUSPEND CONSTRUCTION 9QI~tWl Spt111at1orm ' (R*V 01127/66) PWQI 16 , 1-06.5 CONTINUED DEFINI ' ALL RECOGNIZED NIZEDHOLIDAYSTIO6 OF RFLDONIZEO HOLIDAYS IN THE STANDARD SPECIFICATIONS ARE DELETED AD vDIO. 9gLL BE AS FOLLOWS: NEW YEARS DAY, LIN.'OLN,S BIRTHDAY, OA9pN�'TON'S BIRTHDAY, MEMORIAL DAY. .AEY A, LABOR DAY, VSH%LL BE ETERANS DAY, THA I=VING AD THE DAY FOLLOWING, AND CH RISTMAS DAY. THE DRY BEFORE CHR:,,'NAS SHALL BE HOLIDAY WHEN ERISTMAS CR DAY O� ON A T1ESDAY OR FRIDAY, THE DAY AFTER CHWIISTHg5 CRISTMAS DAY IAY. T DAY OCCURS ON A WOOING DAYS MAY, OR TNpSDAY. NA N ' WHEN CH ON A SATDAY OC THE TWO PRECEDING WOWING DAYS SWILL BE OBSERVED AS HBSERIV.D, AEN ORISiHNS MY DCCIRS ON A 9ADAY, THE TWO MORNING DAYS FOLLOWING SHALL BE OBSERVED AS Ni1MK. ' THE CONTRACTOR 1S EXPECTED TO DILIGENTLY PROSECUTE THE WGe, TO COMPLETION IN ALL PARTS AD REQSIREIENTS. THE PIG,TECT 94ALL BE COMPLETED WITHIN THE TIME NDTED IN THE CALL FOR BIDS. ' PROVIDED, HOWEVER, THAT THE CITY SHALL HAVE THE RIGHT UPON RE0.EST OF THE PUBLIC MORNS DEPARTMENT, TO EXTEND THE TIME O' COMPLETION OF SAID MOM. NO EXTENSION SHALL BE VALID UNLESS THE SANE BE IN WRITING ONT AC AND IMEOPIWIED BY THE WRITTEN CONSENT TO SUCH EXTENSION BY THE SURETY ON THE BOND O' THE CONTRACTOR. TIME LOST 1N REPLACING IMPROPER WOW OR MATERIAL SMALL NOT FUUMISM ANY (ADWADS TO THE t CONTRACTOR FOR CLAIMING AN EXTENSION OF TIME FOR THE COMPLETION OF THE WOW(, AND 9ALL NOT AELEISc THE CONTRACTOR FROM DAMAGE OR LIABILITIES FOR FAILURE TO C)IPLETE THE WDRc WITHIN TN'. `ION REQUIRED. t1-08.9 LIQUIDATED DAMAGES (ADDITIONAL SECTIO THE LIQUIDATED ON0GES DO HOT INCLUDE __.. ' SUPERVISION' LEGIT EXPENSE, AND COURT AD ARE IN ADDITION TOG DPAM'25 FROM COSTS FOR ]N6PECTION SUPERV SII INSPECTION COSTS INDURK0 BEYOND CONTRACT COMPLETION DATE. THE COST OL AND SUPERVISION S+AD. YIL BE AN MO)HT EQUAL TO ACTIAL SALARY COST PLUS JOe PERCENT FOR INSPETIO ' 1-08.11 OVERTIME WOM BY OVER EMPLOYEES WEN SECTION) WMWHEN THE CONTRACTOR PERFORMS CONSTRUCTION WORK OVER THE ACCEPTED B HOURS PER DAY OR 10 Han PE"', REEM, OR ON ANY CITY HOLIDAY. AND THE VWX REQUIRES INSPECTION, THEN THE CONTRACTOR BALL OR THE CITY AT THE RATE OF $50 PER HOUR. THE CITY SHALL HArC TIE SOLE AUTHORITY IN DETERMINING THE NECESSITY OF HIVING THE OVERTIME INSPECTION. AD SHALL NOTIFY THE CONTRACTOR AF ITS INTENT TO REQUIRE SAID INSECT ION.ON EACH MONTHLY ESTIMATE. SAID COSTS WILL BE DEDUCTED FROM MONIES DUE THE CONTRACTOR ' 1-08.12 CONTRACTORS PLANT AND E IPMENT (MEN SECTION) THE CONTRACTOR ALOE SHALL AT ALL TIMES AF RESPONSIBLE FCR THE ADEQUACY, EFFICIENCY, AND S�FFlC1ENCv OL HIS 4HD HIS SUBCONTRACTOR'S PLANT pMD EQUIPMENT. THE GOPHER SHALL HAVE THE RIGHT to MALE USE 5 THE CONTRACTOR'S RANT AD EQUIPMENT IN TGE PERFORIi.NCE O' DRY WORK ON THE SITE OF THE MORAL. ' THE USE By THE OWNER O SUCH PLANT AND EQUIPMENT SHALL 4 CONSIDERED AS EXTRA MGM AND PAID FOR ACCORDINDLy, i ' Sglewentei Soecl Yfcalians (Rev 01/27/56) P" 17 1-06.12 CONTINUED ' ITHER TE OWNER " THE ENGDEER ASSUME ANY "NIIMSIBILITY. AT ANY TIME, FOR THE SECUi:TY OF THE ESITE FROM THE TIME COrtRACTOR'S OPERATIONS HAVE CGWAIDM UNTIL FINAL ACGEPTNaE OF THE Wow BY ' THE ENGINEER AND THE DICER. THE CONTRACTOR SMALL EMPLOY SUCH MEASURES AS AODITIOIAL FENCING, BARRICADES. pD WATCHMEN SERVICE. AS of MENS WECESSARI' Epp THE PUBLIC SAFETY pE FOR THE PFIOTE SE O' THE SITE AO HIS PLANT AND EQUIPMENT. THE OWNER MILL BEPR VIDEO X¢YS FOR ALL ' FE'NCFD, SECURED ARM. 1-08.13 ATTENTION TO MOA( (DEW SECTION) THE CONTRACTOR 9AlL GIVE HIS PERSONAL ATTENTION TO AMD SHAY SUPERVISE THE fRM 10 11E BD THAT , IT 9WALL E PROSECUTED FAITHFULLY AM WHEN HE IS NOT PERSDAN-Y ARESDR 4 A TNT NEAR SITE, NE SHALL AT ALL REASONABLE TIMES E REPRESENTED BY A COMPETENT SUPERINTENDENT IA10 SHALL NSIT Fit , AUTHORITY TO EX THE SAAF, AMC TO SUPPLY MATERIALS, TOOLS, AND LABOR WITMMYT OElAY, AID MO 9ALL E THE - REPRESENTATIVE OF THE CONTRACTOR. TIE CWTRACTpR SHA.L E LIABLE FOR THE F THFUL OBSEAr410E CF ANY INSTRUCTIONS OFLIVERE' 'O NTH dA TO HIS RA HA-L B RELIABLE F YE. 1-09 ME.t41BJOrt AMD PAYMENT , 1-09.1 AEASURDENT OF QUANTITIES (AODITIOAL SECTION)) , THE CONTRACTOR MILL E RESPONSIBLE TO ASSUME THAT ALL DELIVERY TICKETS THAT ARE REWIRED FOR TWA , MOM OF CALCULATING WANTITIES FOR PAYMENT ON FOR VERIFYING TYPE OF MATERIAL CUE RECEIVED BY THE ENGINEER AT THE TIME OT DELIVERY IN ORDER FOR PAYMENT TO BE MADE, A. BY TROD( , PAYMENT WILL NOT E MADE FOR DELIVERY TICKETS WHICH 00 NOT SHOW TYPE OF MATERIAL. DOSS NEW. TOE WEIGHT, TRUCK AAPM, DATE, EIOWLSTERS CERTIf1CATION,MD INSPECTOR'S INITIALS. t SCALE CERTIFICATION SHALL BE SUBMITTED AS EARLY IN THE PROJECT AS POSSIBLE. EACH EIGHT STATION SMALL AL TO THE A RECORD OF THE TRIO( N;AMER, TIME. DATE. 00 EIGHT OF ALL TRUCKS PFIUviDiNG MATERIAL TO TIE PROJECT, THE EIGHT LIST yWLL E NAINTAINM IN DUPLICATE WITH ONE SIDED COPY TRANSMITTED DAILY TO THE CITY BY THE SCALE ATTENDANT, HERE CASES SCALE EIGHT IS MDT AVAILABLE, THE INSPECTOR SHNLL EASRE THE TFAEM V IN IN MAD IS(1AtEp CASES ITS FULL LOAD DELIVERY. AS 10 t 8. BY OTHER MEANS METHOD FOR MEASUREMENT AND PAYMENT FOR NA-ERIAL BROUGW TO THE SITE BY ANY OTHER EANIS W:,L O DETERMINED BY CONTRACTORIOMER AGREEMENT BEFORE AWARD OF THE CONTRACT. 1-04.3 SCOPE OF PAYMENT IAMIT;OML SECTION) ALL COSTS AND ENECI5ES FOR ITEMS or WW*, T "RENT, OR MiTERIhS. INCLUDING INSTALLATIONS, ID* PAYMENIDENTIFT AS BID WILLS IN TIESE A TCIFI ^y 7HLL E INCIDENTAL TO THE PROJECT, NO SEPARATE ' MYENT E ANY KIND WILL E MADE FDA THfSt a .DENTAL ITEMS. t SU+PI~tal Speci TicetfinM , (Rer C1'2"861 Page 10 ' 1-09.7 COITIKi: PARTIAL PA%MEMtS ON ESTDATES WY E WITHHELD UNTIL A NGMM PAMMSS SOCMU. ILS DESCNI® 1, SECTION B, WS KEN IECEIYID MO MRODYED. IN THE EAW TINT AMY OTERIRL OR VcFbo* M1P DES ICT OUT THE IEDUiRETENTS OR SPECIFICATIONS, TIE CITY MY NAVE TIE OPTION TO Iq£vT svH MATERIAL DR ODM%YWNIP IF THE DIRECTOR OF PBLIC IOKS DEEMS SUCH ACCEPTANCE TO E IN THE EST INTE7EST OF THE CITY, Wp;IDED TIE CITY MAY NEGOTIATE PAYMENT OF A LOWER UNIT PRICE 'OR SAID jo IAL DR KP. ' PAYMENT FOR PIPE INSTALLED SNLL E MADE ON TIE FOLLOWING SCHEDJ_E DKr: CDNOItION OF PIPE INSTALLED PERCENT OF BID PR'CE PAID PIPE INSTALLED AND NOT TESTED. 8013 PIPE INSTILLED AMC TESTS:,., 90.3% PIPE INSTALLED, TESTED, TIE-IN5 MO SERVICES IMSTALLED MO , :/WM- UP COMPLETED. 17:.C! 24U CLENWC, OEltIC, MD IpRO61g O.EAEP OISI SAL OF USABLE INTERIAL A DEBRIS (PARTIAL ACEMENT SECTION) DELETE: "THE CONTRACTOR SNA_ DISPOSE OR AL. DEBRIS By ONE OF TIE THREE DISPOSAL METHODS DESCRIED BELOW.- ADD: ';ME CONTRACTOR SNIT COMPLY WITH A- LAMS AND PALES WYEPNIN; THE DISPOSAL OF DEBRIS AM CONSTRUCTION MATERIALS IN APP"D LAND FILLS.• 2;01 20) DISPOSAL HETHp1 No. 1 OpEN BAPNIND - DELETE ' 2-01.2(2) DISPOSAL METHIX,,M.;. 2 CONTROLLEO BLANIIL - DELETE 2-1:.20) DISPOSAL METHOD NC. 7 - DELETE 1 2-01.2(A) DISPOSAL NET DD NO, A LAND FILLS IAOD TIMK SECTION) ' ALL DEBRIS, WASTE, EXCESS CONSTRICTION MA7R:kS AND OTHER M1S:ELLAEMS MATERIAL NOT DISPOSED THE C SALVAGED By THE OTHER OF THE OR OR BY MOTHER APPROVED METHOD ARE TO BE DISPOSED OR AT A LANDFILL APPROVED MD LICENSED Br THE APPRDERIaTE GOYERNINC, BOOr, L 2-01.7(A) ROWSIOE CLEAMP - DELETE 2-01.5 PAYMENT (PARTIAL RE-.A,-DCWT SECTION. OLETE ITEM A 1 t SwIsma Mtal Spell Fieatims (AWV Dirni i) Ppe 19 4i•160ML OF SIRC"AM IM EE71NCf S ' 2-02.30l REMOVAL OF MVDIC•1T SIOEIKXS AND DJW MOD: , 3. MEN AM AREA *BEE PAVOEM: PALS BEEN EMNEC IS TO E O4XD TO TRAFFIC BEFORE PAVEMENT MTOOG HAS KEN FIMISED, TDPONMY MC COLD MIX ASPNWLT CONCRETE PATCH SMAIL E , IMnoJ D. T9fMA Y COLD NIX PATCHING SWl BE PLACED TO A MAXUANH DEPTH OF 1 INCH IMEDIATELY AFTER RACOILLDC AID COPACTION WE CDPLETED AD STORE THE ROAD IS OPENS'TO TRAFFIC. 2-02.5 PA AT (9pPLEMENTAv SECTION I AM' FCDT. 2. •S , N CUTTING.' PER LINEAL 3. -COLD MIX K ASPMALT,PER TON. ILL COSTS ELATED TO THE WKNk OF STRUCTURES AND ORS-RUCTIONS, INCLUCING SAW CUTTING AND COLD M., ,ASPHALT SMALL BE CONSIDERED INCIDENTAL TO AHD INCLUDED IN THE UNIT CONTRACT MICE OF OnEA BIG ITEMS UNLESS DESIDWTED AS A SPECIFIC 010 ITEM. 2-0 IOIOMAY EXCAVATION AM OSWM O , 2-03.1 DESCRIPTION (PARTIAL EPLACt" SECTION) ' IVVa PARAGRAPH 2 WITH: THE ROM INCLUDES THESE ITEMS UNLESS THEY AM DESIGNATED AS PAY ITEMS IN THE CONTRACT: ' 1. PAL 2. ROPE RONOSNG ' 3. EXCAVATION Or STRUCTURES, DITCHES AND CHANNELS. A. REMOVAL OF UNSUITABLE MATERIALS. 5. EMWA: OF PAVEMENT , SIDEWALKS, OMIVEWArS, COD AND GLITTER, EXTW"D CUBS, No OTHER SURFACE IMMOVDENTS 2-03.3(2) R'lDK CUTS (PARTIAL REPLACEMENT SECTION) REPLACE PARAGRAPH I CONTROLLED BLASTING WITH: CONTROLLED BLASTING -- BEFORE BLASTING WILL E APPROVED THE CONTRACTOR MS' DENOWSTRATE TO TMC E NINEER AND LOCK POLICE AND FIE DEPARTMENTS THE NEED FOR IMIS METHOD Or EXCAVATION. IF ,APPROVED EFOE ANY BLASTING BEGINS, THE ENGINEER WILL REQUIRE THE CONTRACTOR TO MOv11E 1WOWWTION ON HOW DRILLING, LOADING AND Si1DOTING WILL E ACCOPLISED. ALSO, THE CONTRACTOR WILL PROVIDE A DETAILED EXPLANATION OF WHAT PECAUT134 WILL BE FOLLOWED1F BL,T1NG IN AN ,URBAN OR RESIDENTIAL AEA, 2-03.3I IRIS JSIIITABLF cq►ppTION VATtON REPLACEMENT SECT ON) MEN SHOWN ON THE PLANS OR PLC SPECIFIED IN THE SPECIAL PROVISIONS, UNSTABLE , K EXCAVATED PRIOR TO THE PLACEMENT OF UNSTABLE ATE IAL W SITYLL COSIST O' PEAT, EHBAK EVA OVER THE SEA. THE EDLOGS MATERIAL N TH MILK. SWAMPY OR ONSUITABLE NWTERIKS, INCLUDING SUP LOGS No STOPS, THE , ARTERIAL SMALL E EXCAVATED BY TIE CONTRACTOR AS DIECTED BY THE ENGINEER TO GIVE THE COS'RUCTED E1BAMgENi HILL REAPING ON SOLID NAOIL'. 1 ' 'iXANRtAl SDeU Eicatlax w 01/27/86) PANe 20 , 2-03.3(14)E CONTINUED MATERIALS EXCAVATED FROM THE ROADWAY OR CIWNEL O*CE PRISB, HILL NOT BE CLASSIFIED AS UNSUITABLE FOUNDATION EXCAVATION UNLESS THE REMOVAL MUST BE ACCOMPLISHED By ORPIGLI/E OPERATION OR BY SPECIAL EXCAVATION METHODS REQUIRING DIFFERENT EQUIPMENT FROM THAT USED FOR ADADUNY EXCAVATION, IN WHICH CASE MEASUREMENT ANC PAYMENT AS •OIAIITAALE FOUNPTION EXCAVATION• ON A PER CUBIC YARD BASIS WILL APPLY, 2-03.3(14)F OISPLACE3ENT OF UNSUITABLE FOUNDATION MATERIALS - DELETE ' 2-03.4 MEASUREMENT (SPOLEMENTAL SECTION) ADD TO ITEM 1, AT THE DISCRETION CA THE ENGINEER, ROADWAY EXCAVATION, BORROW EXCAVATION, AD UNSUITABLE FONDATION EXCAVATION - BY THE CUBIC VARD MAY BE MEASURED BY TRUCK IN THE MAULING VEHICLE AT THE POINT OF LOADING, THE CONTRACTOR SMALL PROVIDE TRUCK TICKETS FOR EACH LOAD REMOVED. EACH ' TICKET SMALL HAVE THE TRX:N NUMBER, NAME AO DATE, AND BE APPROVED BY TIE ENGINEER. 2-03.5 PAYMENT (PARTIAL AERACEMENT SECTIa) ' ADD TO BEGIW41NG OF PARAGRAPH 1: 'ALL MATERIAL UNITS COVEVED IN THIS SECTION SMALL :NCLIpE Tit HALL TO AC FROM THE JOB SITE AS PART O TMEIR UNIT PRICE, REPLACE PARAGRAPH 1 ITEM i WITH: 'WHEN THE ENGiMEER ONOER5 EXCAVATION 2 FEET OR LET BELOW SL6CALDE, UNIT CONTRACT PRICES FOR ROADWAY EXCAVATION M INKY SHALL ApRY. IF ME ORDERS EXCAVATION MORE THAN 2 FEET so-ON SBGRADE, THAT PART BELOW THE 2-FOOT DEPTH SMALL BE PAID FLr AS PROVID FOR IN SECTION 2-03.5(3) UNSUITABLE FOUNDATION EXCAVATION.- REPLACE TEXT OF ITEM 3 WITH: *NSUITABLE FOUNDATION EXCAVATION-, PER CUBIC YARD, t WHEN THIS BID ITEM APPEARS IN THE SCEOLF. OF M;--tS, THE CONTRACT PRICE PER CUBIC YARD SALL BE FULL COPENSATION FOR EXCAVATING, LOADING, RACING OR OTHERWISE DISPOSING OF THE NATERIk, INCLUDING HAIL. ' WHEN NO BID ITEM FOR 'UNSUITABLE FOUNDATION EXCAVATION- APPEARS IN THE SCHEDULE OF PRICE,, BUY AN ITEM FDA FOUNDATION MATERIAL CLASS A OR CLASS B AppURS 1N THE SCHEDULE OF PRICES, THE PAYMENT SPAU HE AS SET FORTH IN SECTION 2-09.5.7. RAETR NEITHEROFTE ABOVE ITEMS IS PROVIDED IN Ty, CONTRACT SUCH WDRK AS MAY BE OROEREO AV THE EMGIMEER SALL BE ACCOMPLISHED AS EXTRA KVb( AN; PAYMENT WILL BE WAY AS PROVIDED IN SECTION ' 1-OA,A. REPLACE TEXT OF ITEM 7 WITH: "ALL COST FOR EMBRNOEM COMPACTION SHALL BE INCIDENTAL TO OTHER PAY ITEMS INVOLVED.- MAUL 2-04.5 PAYMENT (REPLACEMENT SECTION) ALL COSTS FOR THE HALING OF MATERIAL TO, FROM OR ON THE JOB SITE SMALL BE CONSIDERED INNCIYNTA- ' TO AND INCLUDED IN THE WIT CONTRACT PRICE O OTHER UNITS OF MORN, SMp1MMenG1 SWci�intions (Rev 01127/96) Pbpe 21 2-0 RAPE TIEATMEM , 5.5 PA WENT (REP gCEMENT SECTION) ALL COSTS FOR SLOPE TREATMENT SMALL BE CONSIDERED INCIDENTAL TO AM INCLUDED IN THE UNIT CONTRACT ' PRICE OF OTHER UNITS OF WORK. 2-0 SMrR5E EXCAVATIa r 2-09.1 DESCRIPTION (SUPPLEMENTAL SECTION) , THIS WOIM ALSO INCLUDES THE EXCAVATION , HALL AND DISPOSAL OF ALL UNSUITABLE MATERIALS SUCH p5 PEAT. MAD%, SWAPY OR UNSUITAOLE MATERIALS, INCLUDING BURIED LOGS AND STUMPS. 2-09.3(1)C REMOVAL OL UNSTABLE BASE MATERIAL (PARTIAL REPLACEMENT SECTION) ' REPLACE PARAGRAPH 2 WITH: , GRAVEL BACKFILL FOR FONDATION MATERIAL SHALL BE CAUSED OR PARTIALLY CRUSHED MATERIAL MEETING THE REQUIREMENTS OF SECTION 9-30.78 FDA GRADATION AND QAALITY, 2-D9.3(1)D 015PO5AL OF EXCAVATED MATERIAL (PARTIAL REPLACEMENT SECTION) , REPLACE THE SECOND AND THIRD PARAGRAPHS WITH: THE UNIT CONTRACT PRICE FOR STRUCTUE EXCAVATION CLASS B SHALL INCLUDE ALL COSTS FOR LOADING ' AND HAULING THE MATERIALS. 2-09.4 MEASUREMENT (PARTIAL REPLACEMENT SECTION) ' MINIMUM TRENCH WIDTH FOR PAYMENT BALL BE 1 FOOT. HORIZONTAL LIMIT FOR PIPELINES LARGER THAN 42 INCHES, PIPE ARCHES MORE THAN 50 INCHES IN SPAN, , STI X'L% L PLATE PIPE, AD UNDERPASS SHILL BE 1.5 FEET. 40WLR LIMITS FOR PIPE THE BOTTOM ORSIOE OF THE PIPE, OR THE BOTTOM OF THE REWIRED BEDDING , MATERIAL WILL SERVE AS THE LOWER LIMIT FOR MEASURING EXCAVATION. THE ENGINEER MAY SET ANOTHER LIMIT WHEN EXCAVATION MST BE MADE BELOW GAM. OELETE THE LAST TWO PARR tAPMS. ' 2-09 5 PAYMENT (1EPLASMW 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. 2. `STRUCTUE EXCAVATIC.V CLASS B.-PER CUBIC YARD. ' THE UNIT CONTRACT PRICE PER CUBIC YARD FOR THE BID ITEMS LISTED ABOVE SHALL BE FULL PAY FOR ALL LABOR, MATERIALS, MS. EQUIPMENT, AND PUPING INCLUDING CAUL. IF THE ENGINEER ORDERS THE CO ORACTOR TO EXCAVATE BELLOW THE ELEVATIONS SHOWN ON THE P-AWS, THE UNIT PRICE PER CUBIC ' YARD FOR 'STRUCTURE EXCAVATION CLASS A OR B• SMALL APPLY. BUT IF THE CONTRACTOR EXCAVATES DEEPER THAN THE PLANS OR THE ENGINEER (EQUINES, THE OWNER WILL NOT PAY FOR MATERIAL EXCAVATED FROM BELOW THE REQUIRED ELEVATIONS. IN THIS CASE, THE CONTRACTOR, AT HIS EXPENSE SHALL ' REPLACE SUCH MATERIAL WITH CONCFETE OR OTHER MATERIAL THE ENGINEER APPROVES, Supl~tAl Specifications (Rev 01/27/85) Page 22 2-0.5 CONTINUED ' WHEN "STRlUCTUUAE EXCAVATION CLASS B" I5 NOT IILL,CED IN THE BID ITEMS THEM ALL EXCAVATION, AND ALL MVaL A/O DISPOSAL OF EXCESS OR UNSUITABLE MATERIALS, 100ET1ER WIM ALL LABOR. TppLS AND EQUIPMENT REQUIRED TO EXCAVATE TO LINE AND GRADE FOR ANY PIPE, CULVERT OR CONDNIT SHALL BE CONSIDERED' PAYMENT SNALLI BE WCOGENIAAL TO THE PRICE PAID FOR THAT PIPE, CULVERT CC CONOUI- 40 NO ADDITIONAL 5. "SMM'NC 41L CRIBBING OR EXTRA EXCAVATION CLASS A.....," LUMP SUN, ' TIE LUMP SUN CONTRACT PRICE SW U BE FLU PAY FOR ALL LABOR, MATERIALS, MS, AD EQUIPMENT NEEDED TD BUILD, DEWATER, RACE RIPW TO PREVENT SCOUR, AND REMOVE THE SHORMG, CRIBS,' C FFERDAMIS .R CAISSONS. B1 II-0 j TIE iEM P ENCIREER REQUIRES SHMING, CRIBS, COFFERDAMS, OR CAISSONS MEN THE CONTRACT PROVIDES ND OUR SUCH WOW, THE OWNER WILL PAY AS PROVIDED IN SECTION 1-DA.4. IF THE ENGINEER ' REQUIRES THE CONTRACTOR TO BUILD 94MING OR CRIBS OR EXTRA EXCAVATION CLASS A THAT EXTENDS BELOW THE ELEVATION SHOWN ON THE PLANS, THE OWNER WILL PAY THE LUP SUN PRICE AIO NO MORE MEN THE EXTRA EXCAVATION DEPTH ODES NOT EXCEED TWEE FEET. FOR DEPTHS GREATER iMW TINES FEET ' BELOW THE ELEVATION SHOWN ON THE PLANS PAYMENT WILL BE AS PROVIDED IN SECTION 6. 'GRAVEL BACFILL(KIND)." PER TON. THE UNIT CONTRACT PRICE PER TON FOR THE KIND AO CLASS OF RRAVEL BACIEILL USED SMALL BE FULL PAY FOR ALL LABOR, MATERIAL, MS. AMC EQUIPMENT USED. ' I UNLESS OTHERWISE SPECIFIED GRAVEL SAC161LL, GRAVEL BORROW, AND BANK RUN GRAVEL FOR TPENCH BACKFILL SHALL REFER TO GRAVEL BASE CLASS B AS DEFINED IN SECTION 9-3.10 OF THE SPPLEIENTAL SPECIFICATIONS. ' 7. 'FONIATION MATERIAL CLASS A OR MASS B". PER TON. ' IF EXCAVATION BELOW THE ELEVATION 5NUWN ON THE PLANS TO REMOVE UNSTABLE. OR UNSTABLE, OR UNSUITABLE MATERIAL IS REQ I!ED BY THE ENGINEER THEN ALL LABOR, MATERIAL, AND EQUIPMENT ROUMEO TO EXCAVATE, LOAD. HALL, AD DISPOSE OF SUCH MATERIAL, AND TO REPLACE THE MATERl A' WITH FOUNDATION MATERIAL MASS A OR MASS B SMALL BE PAID IN THE BID ITEM ACE'FO THE TERIMMATERIAL CLASS A CR CLASS B"(SECTION 9-07.12(3)), PER TON AD NO ADDITIOAL PAYMENT SMALL BE MODE. ' 2-11 TIOMNOC AM MEN" 2-11.3 CONSTRUCTION REQUIREMENTS (ADDITIONAL SECTION) ' ADC TO PARAGRAPH 1: 7. ^EMOVE TREES, SNAGS, DON TIMBER, LPTLFMD STUDS, LARGE ROCKS AMC BOAOERS, ANTI OT4EP ' UNSIGHTLY NATTER OUTSIDE THE AREA $TAM FOR REARING OR GRUBBING. B. THIN TREES OR BRUSH AS REQUIRED BY THE ENGINEER. 9. FALL HOLES AND SMOOTH AND CONTOUR TE UU . ' 10. SHAPE THE ENDS OF CUTS AND FILLS TO FIT ADJACENT TERRAIN AMC TO EAANCE THE AREAS APPEARANCE. ll. OBLITERATE ABANDONED ROQS AMC RESHAPE THE ARMS TO BLEND NATURALLY WITH SURROUNDINGS. ' swlm tal SOaoi Flcatims (Rev 01/27/86) Page 23 54M A9RRLT COpETE MYOEM , 5-04.5 PA Or (PARTIAL REPIACEEN` SECTION) ' I HERLACC ITEM 10 'ORIVE WAY ASPHALT' WITH: la. 'NISM AEONS AD/OR DRIVE WAY ASPHALT,' PER ON. ALL COST FOR THE ITEM 12 CRACK SEALING, 13 TEMPORARY STRIPING, A :> AEMDY:.G TEN DOARr STRiPIry ,SHALL BE COP61DERED INCIOENTAL TO AND 1041UDED IN THE UNIT CONTRACT PRICE I{ OTHER UNITS O qi..,• 5-05 mOrt COOETE PAA3w ' I5-05.0308) CEMENT CONCRETE DRIVEWAYS WVLEMEWTAL SECTION) ' COCTETE FOR DRIVEWAYS 9NLL BE 3 DAY MIX. 503.5 PAYANT (PARTIAL REPLACEXW SECTION, ' R[DIACE ITEN 7 WITH: 7. 'CEMENT CONCRETE DRIVEWAY`, PER SOLAPE YRRC , Ni-11 RDO®E7E5 (HEW gLTEON) 6-11.1 (SESCRlP7 THE WOK DESCRIBED IN TNI> SECTII OF THE TYPE O NArER1ALS EICONTERED, INCLUDES THE EXCAVATION AND SINKING OF THE '3;• '. SLOPES AND NRNISHIWG AND CONSTRUDTING RODMpIESiRX% RETAINING WALL MERE SIDNN ON TA . OR WER. DIRECTED BY THE M EEA. 6-11.2 MATERIALS ROCK WALLS SW(LL BE FOOED OF LARGER PIECES OF p,1ARRIED BASALT, AIDESITE OR OTHER IGNEOUS ROCK. ,NDOAL PIECES OF ROCK SWILL OF SOUO AND RESISTANT TO WEA T1ERtNG. MEN 9WCFN lNT; PIECES IIVI WEIGHING 5a TO 150 GRANS AND TESTED FOR SOIpE55 WITH SOCIJN SILPNATE IN BETW ACCO+DANCE WITH AASHTC V ROCK T1O4, THE LOSS TPROIGH A OE-INCH SIEVE AFTER 6 CYCLES WALL NOT EXCEED 35% BY WEI(M. VOID ' NMIENLL BE AS NEARLY RECTAGLLAR AS POSSIBLE 50 AS TO AFFORD THE Mi.iIMM AMOUNT OF D SPACE BETWEEN ME ROCKS. NO STOW SNAU K USED WHICH DOES NOT EXTEND TA;n THE WALL. THE ROX MATERIAL 9AALL BE HARD, SOUND N(O , MM&C AND FREE FPO NEATIEtED PORTIONS, SEANS, CRACKS ,AND OTHER O3ECTS. THE ROCK DENSITY WALL BE A MINI" OF 160 POURS PER CLEI; FOOT. THE SOURCE OF 5tjPPL Y AND t REPRESENTATIVE SAMPLES O THE MATERIAL WALL BE APPROVED BY THE ENGINEER BEFORE DELIVERY TO 1r SITE. THE ROCK WALLS WALL . _ONSTROCTED OF TWO40N ROCKS, (3U TD 600 PJJNDS) EAD, 13' 1N ITS LE-- ,O'ENSION; TWEE-" ROCKS (BOO TO 1,200 POIDS) EACH 16' IN ITS LEAST DIMENSION; rOR-WAN SOCK (1,300 TO 2,200 PO.IDS) EACH 1B• IN ITS LEAST DIMENSION. TIE ROCKS SWILL RARE WIFOBLr 2N 512E FOR EACH CLASSIFICATION SPECIFIES. THE ram-PAN ROOKS S'0— ONLY BE ZED FOR THE FIRST CIRSE aF ,ROD( IN WALLS OVER 6 FEET IN NEIGHT. SuDlamtWl Sped Yicatlas (Aar D"27/66) P&P 24 Y ' F11.7 (CO6TRICTIOM TEWIRENEMS) ' THE MCICI( L".OADINC AT THE SITE WILL K Do* IN SUM A MANNER AS TO SEWGATE YME ROCK TA THE iIII RAGES INDICATED IN THE MECrDUM PNRPAOIAPN ATHE YA,LS SMALL K STA M IM EXCAVATING A Tipp, NOT LESS TMV 6 "TN KLOW "MACE IN EXCAVATION SECTIONS, OR NOT LESS TNM 6 IMAGESINDES ORDR YpNEORE THAN,HAM OEQE Fppt F Df SMALL L K TRI ININ DEPTH KLOW SMA TIE EXISTING Wan LEVELIEL IN ENMAapNpNT SECTIONS. ARMS ON MID, TIE ROLTERY IS TO BE A ED AD MESSED TO COMTOM TO THE ELEVATION OR SLOPE IMOICATED. THE ROCK WALL O06TRU;TION WALL START AS SOON AS POSSISLE LPON THE COMPLETION OF THE CUT OR FILL SEC!ION. ROC)( SELECTION AND PLACEMENT SMALL K 91OM THAT THERE WILL BE NO ORDY VOIDS IN THE ENPOy1J FACE O ' TIE WALL OVER 6 IHOFS ACROSS IN ANY DllECTION. YNE ROCKS SHALL K RACED AO HOPED '1 FAC WITH A E IMUN OF VDIDS. PARTICULAR ATTENTION SMALL K GIVEN TO TIE "INC ND WEYING TOGETHER OF TIE FINAL MIZE 0S OF AIL ROOERIES. TIE FINAL COIASE 944LL HAVE A CONjmUOIS APPEARANCE AMD K PLACED ' 10 MINIMIZE EROSION 6 THE ;OA06ILL MATERIAL. TIE LARGER ROtxs SNALI K PACEC AT THE BAL O THE CAREFULLY PLACED SO THAT THE PALL WILL K STA9,E ANO HAVE A STAELE IMFEARMCE. THE RODYS SMALL K CANEFLLIv PLACED EY WE EQUIPMENT NO IN A NPWWER 9AM THAT THE L(MGITLDtNAL AXIS IF THE ROC)( STALL BE AT RIOti ANGLES OR POPENDICLLAR TO TIE AODERV FACE. TIE ROOKS SMALL HAVE' Do EM FACES SLOPPOSSUIL TO TIE EACH O' THE ROC,HY, EADM RA O' g006 WILL K SEATED AS TIOOLY AO TWO. AS PDSSIEIE ON THE ROC' KLOW IN STJO( A MAMER THAT THERE WILL BE NO MOVEMENT KTYE' THE TARO. AFTER SEWING A GORSE ITF Pop(, ALL VOIDS BETWEEN THE ROD(S SMALL K CMIN(ED ON THE 84"Y ' WITH QxARY ROD( TO ELIMINATE ANY VOID SIAFICIENT TO PA.SG A 2 INCH SpMRE PRCK, 6-11.3.1�Y 9pVILL t THE WALL 9A'ITILL SMALL CONSIST BE 1-1/2 INC! mp" CAUSED RON OR CRAVE:. CONFORMING TO SECTION 9-07.90), THIS MATERIAL WILL HE PLACED TO AN E INCH MINI" THICXNESS KTHEEN THE ENTIRE WALL ND THE CUT OR FILL MATERIAL. THE RADR'ILL MATERIAL WILL BE PLACED IN LIFTS TO AN ELEVATION APPROXIMATELY 6 INCES BELOW THE COARSE O ROCKS PLACED. THE EAD6I,L PILL BE PLACED AFTER EACH CORK OF ET ING T. ANY BAC)(FILL MATERIAL ON OE BEARING SURFACE OF THE ROOM COHSE WILL K REMOVED KF(EE SEWING THE NEXT COMSi.. ' 6-11 7�N PIPE A A INCH DIAMETER PERFORATED PVC PIPE BALL K PLACED AS A FOOTING GRAIN BEHIND THE ROOKERIES AS 94OW N IN THE STRA MD PLANS, AD COfEZTEI TO THE STOW DRAINAGE SYSTEM MERE SOW N. 1 6-11.0.0 REJECTION OF MATERIAL Tee INSPECTOR WI. HAVE ^.< AUTHORITY TO AEJECT ANY DETECTIVE MATERIAL AC TO SL THAT IS KING IMFgOPERLy OQE, SUEJECT TO TIE FINAL DECISION OF6PEMD ANY WORK THE E::,.iHEER, ALL REJECTED RE MATERIAL WILL BE REMOVED FROM THE CONSTRUCTION SITE tNO AIY NEJECTEO WARM SHALL LL "Iwo OR ' PLACED AT NO ADDITIONAL COST TO THE OWNER. 5-./.4 MEASUREMENT_ ' MEASUREMENT 6 THE fIN1yED ROCK WAIL FOR PAYMENT PILL K MACE FROM THE FOOT INC DUDE TO THE top OF THE WALL AO ROAMED TO NE NEAREST SaWE YARD, 6-11.5 PAYMENT PAYMENT PILL BE MADE GOER THE ITEM 'RXX RETAINS^. MALL•, PER SQWE YARD. ' THE UNIT PRICE 'r: SQUARE YARD SHALL K FULL CLAVENSATION FOR THE ROIER RACE aM SMALL IYRIEJE ALL VOW, MATERIALS, Y/ROD( RETAINING WA,_ AM EQUIPMENT REQUIRED TO COMPLETE THE INSTALLA•IO.. SWI~tal SPacificatims (RtY 01/27186) PWQA 25 WTR-1 New '' Tie- In Ponderosa Estates W-775 Water System Transfer from KCWD -58 and 8'' Water Mai n n�t a I l a t inn Bid P rnpo�,a I Spec-, 2 of 4 7.01 Dam 1 7-p1.4 ME7LSI/EIENT_{ADDITIOIIAL SECTION) AID TO PAPAD WH 2: 1 " M TOE CONTRACT ODES MDT INCLUDE 'STRAMIE EXCAVATION CLASS B' AM STRLCTURE EXCAVATION C ASS B 'ALLUDING WAX' AS A PAY ITEM ALL COSTS ASSOCIATED WIN THESE ITEMS SW" E INCLLOED IN OTHER CO M 1 CONTRACT Y ITEMS.- 7-04 CLL%WM 7-02.2 NATERIALS (ADDITIONAL SECTION) 1 AID TO PARQkAPy :. 1 PVC PIPE 9-05 12 PVC PIPE: WHERE PLAIN OR KIKORCEO CCCRETE, STEEL, OR ALLKI" ARE MUMM TO S IN SECT 7-02 1 IT -ALL BE UDERSTOOD THAT RDVVACE IS ALSO MADE TO PVC. 7-M.3(1)C PULING PVC PIPE (ADDIT10IeL SECTION) IN THE TRENCH, IREPARED AS SPECIFIED IN SECTION 7-02.3(3) PVC PIPE SMALL E LAID BEGINNING AT THE 1 .ONER END, WITH THE ELL :TG UPGRADE, PEA GRAVEL WILL E USED AS THE EDOING MATERIAL AM EXTEMA FROM 61 BELOW THE BOTTOM OF THE PIPE TO 6• ABOVE TIE Top OF THE PIPE. WEN IT 1S NECESSARY TO 1 COWECT TO A STRXTUE WITH A MUDDED JOINT A WIRER GASVED C00ETE CQLAR WILL E USED AT THE POINT OF CONECTION. 7-02.4 MEASUREMENT (PARTIAL REPLACEMENT SECTION) 1 DELETE LAST PARAGRAPH 7-02.5 PAYMENT (PARTIAL EPLACEWNT SECTION` 1 DELETE ITEMS 1 THROUGm 2C AID DACE WITH: 1 1. ' Storm Crab VIPe Ott L.F. 2. •_" . Curru0atMW Stetl Arcl, Pipe per L.F. 3. '_• . ComgateO Alkmmiwo ARCH Pipe par L.P. 1 A. •Concrete Class C• per C.Y. 5• •_,• Diameter Flared Eno Sectipn Par Ea. DELETE PARAWAPS 5 A 7 1 7-03 STWETIIAL PLATE PIPE. PIPE AROH ARCH, Am LKM* % 1 -33.4 MEASAM4ENT (PAFI:k REPLA'EMEN' SE"*ION Per4prapn 5: REPLACE "SECTION 2-09.4" WITH •SECTION 2-09.5• 1 1 1 1 54p1amentLL SpedltSgtlms (Ra. 01127i66) P" 26 1 ' 7-07.5 PAYMENT (PARTIAL REPLASENENT SECTION) M7 DELETE ITEMS 11, 12 And 13 REPLACE LAST PARAGRAPH WITH: THE WIT CONTRACT PRICE FOR GRAVEL BACXrILL FOR FOUNDATIONS :LASS A ' OR CLASS B SMALL BE PAID IN ACCW044CE VITN SECTION 2-09. 7-04 STUN SEWER ' 7-04.2 MATERIALS (SPPLENCNTAL SECTION'' ADD: PVC SEWER PIPE 9-05.12 7-DA.3(1)0 PIPE BEGGING (SUPPLEMENTAL SECTION) 1 ADD: PIPE 6lO14G FOR pyO SEWER PIPE SHgLL CO1515i O' PEA GRADE'_. It BALL BE PLACED TO 4 DEPTH OF 6' OYER AND 6- UNDER THE EXTERIOR WALLS OF THE PIPE. 7-04,3(2)A SURVEY LINE AND GRADE (PARTIA'L REPLACEMENT SECTION) REPLACE PARAGRAPH 1: WITH; SURVEY LINE AND GRADE RILL BE PROVIDED BY THE ENGINEER OR CONTRACTOR IN A MAKER CONSISTEN• WITH ACCEPTED PRACTICES AND THESE SPECIFICATIONS. ' 7-O4,3(3) BAJffILL1NG STOPW SEWER -,,cNCMES (SUPPLEMENTAL SECTION) ADD TO PARAGRAPH }; ' PVC PIPE SHALL BE BEDDED AND BAO6ILLED WITH PEA GRAVEL IN ACCORDANCE WITH 7-04.30) B PRIOR TO BACKFILLIMC THE REMAIN.ER OF THE TRENCH. I' ,.MEASUREMENT OF BANK RUN GRAVEL FOR TRENCH BACMCFILL MILL BE By THE TON. IN ACCORDANCE WITH gCTIDM 1-09.1. OR BY THE CALCULATION OF NEAR LINES BASED ON MAXINM TRENCH WIDTH PEP SECTION 2_09.A USING A :ONVERSION FACTOR OF h5 TONS PER CUBI, YARD, WHICHEVER IS LESS. ' 7.04.4 MEASUREMENT (PARTIAL REPLACEMENT SECTION) ' RERAGE PARAGRAPH A MIT": EXCAVATION OF THE STORM SEWER TRENCH WILL BE OEASUEO AS STRUCTUE EXCAVATION CLASS B OR STRUCTURE EXCAVATION CLASS B INCLUDING HAUL, AS SPECIFIED IN SECTION 2.09. 7-04.5 PAYMEN (PARTIA'. REPLACEMENT SECTION) 0ELETE ITEMS 1 TMI OMGH B AND REPLACE WITH: t 1. -- StOM SCWet pipe, per L.F. 2. LOKrete Class C, per C.Y. MEN NO BIG ITEM 'GRAVEL BACKFILL FOR PIPE BEGGING• IS INCLUDED IN TK SCWDjLE Or PRICES, PIPE ' BEDDING AS SHOWN IN THE STANDARD, PLANS SHALL BE CONSIDERED INCIDENTAL TO THE PIP: AND NO ADDITIONAL PAYMENT SHALL BE MADE. Supla tal SWc1Tlpatiws (Rev 01127/86) Page 27 T-a.s coNT1NEo REPLACE PARAGRAPH I WITH; IESTINGNCLUDE OF $TON SEVER PIPE IF INCLUDED REWIRED BY THE EX04M 9E4LL BE CONSIDERED INCIDENTAL TO MO D IN THE ONIT CONTRACT "ICES FIR OTHER STEINS. 7-03 WWINCLES, DATE IN'.(S, OW DIETS, AD CATCH WSB6 , 7-05.3.. ADJUST IM; MMNOlES MD CATCH BA57/K TD CRAPiM' tStPPLE1ENTAL SECTION) , ADD: IN UNPAVED STREETS: MAlOLES, CATCH BASINS AND SIMILAR STRUCTURES IN AREAS TO BE SIPWACED WITH , CRUSHED "UCH: OR GRAVEL SHALL PE CONSTRUCTED TO A POINT VPRDxIMATEI.V EIGHT L4ES BELOW THE SUBCAAOE AND COVERED WITH A TEMPORARY NOW COVER. EXISTING HANDLES WALL BE CUT OFF AND COVERED IN A SIMILAR MUMMER, I* CONTRACTOR SALT CAEFULLV REFUENCE EACH NWOLE SO TWI ' THEY MAY K EASILY FOUND UPON COMPLETION OF THE STREET WOK. AFTER PLACING THE GRAVEL OR CRUSHED ST01E SUEACING, TIE WOO-ES AD MANQE CASTINGS SHALL BE CONSTRUCTED TO THE FINISED DRAM OF THE ROADWAY SURFACE, EXCAVATION NECESSARY FOR BRINGING MANHOLES 10 MADE SHALL CENTER ABOUT THE MYIDLE AND BE HELD TO THE MINIMA AREA NECESSARY. AT THE COMPLETION IP THE WWOLE AD3ATER7. THE VOID WOUND THE WJAOLE SHALL BE BACKFILLED WITH MATERIALS MACH RESULT IN THE SECTION RE0.IIRED ON THE TYPICAL ROAD WAY t SECTION, AND BE THODUGV.Y MWACTED. MEFE BITUMINOUS SURFACE TREATMENT IS 70 BE PLACED, THE WWHOLE CASTINGS SHALL BE INSTALLED FROM 1/2 INCH TO ONE INCH HIDER THAN THE ROADWAY SURFACE. AS , THE ENGINEER MAY DIRECT. IN CEMENT CONCRETE PAVEMENT MAHHCLES, CATCH BASINS AND SIMILAR STRUCTURES SAW. BE COLSTRUC NEC ' AND ADJUSTED IN THE SAE MAMER AS OUTLINED ABOVE EXCEPT THAT THE FINAL ADJLBTMENT SMALL BE MADE AND CAST IRON FRAE BE SET AFTER TONS HAVE BEEN PLACED AND PECKED. IN PLACING THE CONCRETE PAVEMENT, EXTREME CARE SHALL BE TAKEN NOT TO ALTER THE POSITION OF THE CASTING IN ANY WAY. , IN ASPHALT LTXNRETE PAVEMENT WHOLES SHALL NOT BE AD3ISTED UNTIL THE PAVEMENT 15 COMPLETED, AT WHICH TIME TIE CENTER JF EACH KWOLE SHALL BE CAREFULLY RELOCATED FROM REFERENCES , PREVIOUSLY ESTABLISHED BY THE CONTRACTOR. THE PAVEMENT SAL: BE N7 IN A RESTRICTED AREA AND BASE MATERIAL BE REMOVED TO PERMIT REMOVAL OF THE COVER. THE WAMOLE WALL THEN BE BAQJGNj TO PROPER GRADE UTILIZING THE SAE METHODS O CONSTRUCTION AS FOR THE MWHOLE ITSELF. , THE CAST IRON FRAME SMALL BE PACED ON THE CONCRETE BLOCKS AND WEDGED UP TO THE DESIRE,, POKE. THE ASIN LY CONCRETE PAYDENT SHALL BE CURT AMC REMOVED TO A NEAT CIRCLE, THE OIAICTER O WATCH SHALL BE ELLA. TO THE OUTSIDE DIAMETER Or THE CAST IRON FRAME PLUS TWO FEET, THE , BASE MATERIALS AND CRUSHED ROD( BULL BE REMOVED AND CLASS B(S/A) CONCRETE SHALL O PLACED SO THAT THE ENTIRE VOLUME OF THE EXCAVATION IS REPLACED UP TO WITHIN BUT HOT TO EXMD 1 1/< INLYES OF THE FINISHED PAVEMENT SURFACE. ON THE FOLLOWING DAY THE CONCRETE , THE EDGE OF THE , ASPAT CONCRETE PAVEMENT, AND THE OUTER EDGE O THE CASTING SHALL BE PAINTED WITH HOT ASPHALT CEMENT. ASPHALT CONCRETE 94ALL TEN BE PACED AND COMPACTED WITH HUD TAPERS ANO A PATCHING ROLLER. ASPALT COPMTE WILL BE PAID FOR AS • ASPHALT CONCRETE PAVEMENT, CLASS B IMR,XIING PAVING ASPHALT PER TON-. THE COMPLETE PATCH 94ALL MATCH THE EXISTING PAVED SURFACE FOU TEXTURE, DENSITY, AD UNIFORMITY O GRADE. THE JOINT BETWEEN THE PATCH AND TOE EXISTING PAVEMENT SMALL THEN BE CAREFULLY PAINTED WITH HOT ASPHALT CEMENT ON ASPHALT EMLSIGN AND WALL BE IMMEDIATELY COVERED WITH DRY PAYING SAD BEFORE THE ASPHALT CEMENT SOLIDIFIES. THE INSIDE , THROAT O TE "WHOLE SHALL BE THOROJG AY MORTARED AMID PLASTERED. 1 SUPlmrtal SNMcl Flcatlms (Aar 01/27/661 Pa" 26 , ' 7-05,5(1) CONT•NLE0 ADUI6NENT Of INLETS THE FINAL ALIGNMENT AND GRADE OF CAST IRO/FRAMES FOR NEW AND OLD INLETS TO BE ADJUSTED TO GRACE WILL BE ESTABLISHED FROM THE FORMS OR ADJACENT PAVEMENT SUEACES. THE FINAL ' ADJUSTMENT OF THE TOP OF THE INLET WILL BE R7EOBED IN SIMILAR W MER TO THE ABOVE FOR MANGLES. ON ASPctTLT CONCRETE PAVING PF4ECTS USING CUNB AD GUTTER SECTION, THAT PORTION OF THE CAST IRON FRAME NOT EMBEDDED IN TIE GLITTER SECTION SHALL BE 50LIDLY EMBEDDED IN CONCRETE ALSO THE CONCRETE 944.L EXTEND A MINIMUM OF SIR INDIES BEYOND THE EDGE OF THE CASTING AND 94ALL BE LEFT 1 1U2 INCHES BELOW TIE TOP OF THE FRAME 50 THAT THE WEARING COURSE OF Ag%kT CONCRETE PAVEMENT WILL BUTT THE CAST 11" FRAME, THE EXISTING CONCRETE PAVEMENT AD EDGE OF TIE CASTING SMALL BE PAINTED WITH HOT ' ASRNLT "TENT, AD USTIENFS IN THE INLET STRUCTURE SMALL BE CONSTRUCTED IN THE SAME MANNER AND OF THE SAME MATERIAL AS THAT REQUIRED FOR NEW INLETS. THE INSIDE O THE INLETS SMALL BE MORTARED AND PLASTERED. ' ADUIENTS AND CAST !RON FRAME AD COVER NLMAENTS AMC MONUMENT CASTINGS SWILL BE ADJUSTED TO DUDE 1N THE SAE hI%@ R AS FOR MANGLES. VALVE BOX CASTINGS ADJUSTMENTS OF VALVE WX CASTINGS SHALL BE MADE IN THE SAE MANNER AS FOR MANriES. 7-D5.1 MEASUREMENT 1PAATIAL REPLACEMENT SECTION) REPLACE PARAGRAPH 1 WITH: MANGLES AND CATCH BASINS WILL BE MEASURED PER EACH FOR THE FIRST 10, AS MEASUNLD FMCN FINISHED RIM ELEVATION TO THE INVERT OF THE LOWEST OUTLET PIPE, ALL DEPTH GREATER THAN JO, WI SE PAID AS EXTRA DEPTH MANGLES ", OR EXTRA OEPTM CATCH BASINS, TYPE ; PER VE ,CAL FOOT . REPLACE PARAGRAPH 4: WITH: STRUCTUE EXCAVATION CLASS BAND STRUCTUE EXCAVATION CLASS B, TNCUAING MAU. WILL BE MEA&MO AS SPECIFIED IN SECTION 2-D9. 7-05.5 PAYMENT (PARTIAL REPLACEMENT SECTION) DELETE ITEMS 1 TMRWL04 10 AND REPLACE WITH: 1, -Standard MWwles_•, Per each 2, -Extra Depth NyMgles^•, Der V.F. I, `Catch Basin Type_._". per each A. Catch Basin Type_,--, Without catch, par each S. -Extra Depth Catch Basin_•, per Y.F. 6. -Adjust Manhole•, per earn 7. -Adjust Catch hasin•, Der each B. "Adjust valves-, par each 9. 'Adjust Maunants•, per each DELETE PARAGRAPH A 1 ' womentWl Spacificatwe (Mv 01/27/86) Poe 29 7-0 PIPE MD FI77DL5 FUR Iola Mph , 7-09.2 MATERIALS (PARTIAL REPLACEMENT SECT30N) REPLAU PARAGRAPH 1 ■ITN; , WATERIA-S 91ALL MEET TIE RE0111ROEM5 OF THE FOLLOWING SECTIONS: Pipe 9-50.1 , tactile Iron P1M 9-3O,lA Fitting 9-3O 2 0urtile Iron Pip! 9-70.2A ' P1astIC Film ■ray 9-70 8 Tram Tape 9-10.9 7-10 TPOC"Ems, BEIOIAG, Ap WCW. L FOR WATER HAD6 , 7-I0,3'07)6 EXTRA EXCAVATION (PARTIAL AERACEWENT SECTION) ' REPLACE PARAGRAPH A WITN: MElLRAEMEM OF •BANA RN GRAVEL FOR TRENCH BACK-Ill' WILL BE BY TIE TON. , 7-10.A(OA) BANK PAN OAYEL FOR TRE41, 6AR61LL (REPS ERrt tt 1WA9WWENT OF ' " RAVEL FOR TIENCN WCW ILL WILL BE BY THE TON, IN ACCORDANCE WITH SECTIO. 1-09,1, OR BY THE CALRILATION OF MEAT LINES BASED ON WAXIMN TRENCH MIIN CCR DANCSECTEOI TH SE USING A CONVERSION FACTOR OF 1.5 TONS PER CM6IC TARO, NHI()EWR IS LESS 7-10.5(02) F042"AL AND NEPLACDENT OF EXTRA EXCATATIOH PARTINN. KEPI ,ACEIEHT SECTION) - DELETE 7-10,5(05) REMOVAL AND REPLACEENf OrONSUITABLE MATERIAL (PART t IAL REPLACEMENT SECTION REPLACE PARAGRAPH 1 WITH: PAYMENT FOR •MEMGVAL AND REPLACEMENT OF LP&ITAOLE MATERIAL' MILL BE CONSIDERED INCIDENTAL TO OTHER 910 ITEMS AM NO FURTEA COPENSATION a11.L BE MACE. ' -10.5(0A=GRAVEL FOR TRENCH BACKFILL (PARTIAL REPLACEMENT SE TIRO REPLACE PARAGRAPH 1 el"H; PAYMENT RILL BE MADE AT THE WI7 CONTRACT {RICE PER TON FOR •OARA( RUN GRAVEL FOR tREMC ANDGAG COMPILL" CRICH PRICE SMALL BE FULL COPENSSATION FOR EXCAVATING, FTANISHING, MNXING, PLACING ' AND COMPACTING 11E MATERIAL IN TIE TRENCH. ALSO INCLWED IN THE UNI7 CONTRACT PRICE IS THE VWIsG OF EXCESS AND L"AABLE MATERIAL EXCAVATED FROM THE TRENCH. 7-1005(05) FDO[IATION MATERIAL ITIONAL SECTION ' PATENT RILL BE WADE AT THE WIT CONTRACT PRICE PER TON FOR •F001OATION MATERIAL- WHICH PRICE SWALL BL FLAL COMPENSATION FOR EXCAVATING ANC DISPOSING OF THE L WltABLE MATERIAL MO REPLAC INC , WITH THE APPROPRIATE FOAOAtION WATEAIAL PER SECTION 9.50.78(1) Sup ~tal Sperifitatlom; ' (Rev 01/27/86) Page 30 ' 1-11 PIPE UWALLATiON PEAL "TER 0145 ■ 7-11.3{06) LAYING WCTILE IRDN PIPE YSTM PRYETHYLEME ENCASEMENT (SUPPLEIEMTAL SECTION) ■■ THE PTLVETNYLEIE EICASE EM' SMALL ALSO K INSTALLED ON ALL APPLIITEMMOES, SOON AS PIPE LATERALS, COPLIHCS, FITTINGS, AND VALVES, IN ACtlYOAPCE WITH SECTION 4-3 OF "1 21.1 OR AVM C105. 7-ll J(iNFA COWEC7ION TO EXIS71MG MAINS MMACEMENT SECTION) ' CONTRACTOR INSTALLED COWECTIOMS: COPECTIOS TO THE EXISTING WATER MAIN SYHAL,. NOT BE WOE WITH WT FIMT MAWDC TE WCESSARY AARANGEWWT,$WITH THE ENGINEER IN ADVMCt. MOW SNM.L AM " STARTED LPNTIL ALL THE MATERIALS, EWINENT, AND LABOR NECESSARY TO WIOPERLY CO LCTE THE VOW W MXtED ON THE SITE. EXISTING WATER MAINS SHALL BF CUT SY THE CNTRACTOP, TW CONTRACTOR SALL Aemm THE PDNTIONS OR PIPE TO PROVIDE FDA THE INISTALLATIrN OF I! REWIRED FITTINGS AT THE POINTS 7 CQMECTION. ALL OANAGE CWSED BY THE CO(TRACLOR•S OPERATIONS TO EX1STIW- JOINTS IN PIPING TO WWW IN-SERVICE SHALL BE REPAIRED BY THE CONTRAZ7A AT HD ADDITIONAL COST TO THE STATE. THE CONTRACTOR SHALL DETERMINE THE EXACT LENGTH OF EXISTING ' ALTER MAIN THAT WAY BE REMOVED. THE PIPE ENDS SHALL BE BEVELLE- TO PREVEHN' DAMAGE TO THE TRANSITION COPL.ING CASKET OPINE INSTALLATION OF THE COP.IHG. THE EXTERIOR OF 7 E EXISTING PIPE END 94ALL BE CLEANED TO A SOUR, SMOOTH FINISH BEFORE INSTALLATION OF THE COILING, TRA4617ION COHPLINGS SMALL BE INSTALLED BY TOE CONTRACTOR AND SMALL BE PROVIDED WITH A PLAS% FILM WRAP. THE PLASTIC FILM WARP SAu K WRRPPFD LOOSELY AROM 14 PIPE, FITTINGS, MD ' COIPLINGS, AND SECXREO WITH 2-INDH WIDE POLYETHYLENE ADHESIVE TAPE. PIPELINES VKICM THE C3PLIH4 ATE INSTALLED SHALL BE WRAPPED a MINIMN OF 3 FEET ON£AON SIDE CF THE CORING. ALL JOIN75 OR SEAMS IN TIE PLASTIC FILM WRAP SMALL BE MAAOE USING. THE 2-INCH WIDE P%VEYHYI,EME AOKSIVE TAPE. THE PLASTIC FILM WRAP NEED NOT BE WATERTIGHT, BRIT NO PART OF THE PIPE OR CORING SHALL BE EXPOSED TO THE TAAWILL. CARE SHALL BE EXERCISED DURING BACKFILLINC TO PNEYDNT THE PLASTIC FILM WRAP FROM BERG PACTLPEO OR OTHERWISE DANAOED. PLASTIC FILM WRAP ' AD ITS INSTALLATION SMALL COMFO H TD AMA 1105 EXCEPT Al MODIFIED HEREIN, MIEN WORK IS ONCE STATED ON A CONEC710N, 17 SHALL PROCEED CONTIVOJSLY vj?N T IMTER7LPTlON, AND AS RAPIDLY AS POSSIBLE UNTIL COPLETEC. NO 9DTOTT Q MAINS MILL BE PERMITTED OYERN;OMT OR OVER WEEMENDS OR ON HOLIDAYS. IF THE COMECIION TO THE EXISTING SYSTEM DNV0.VES TUNING OFF THE WATER, THE COVTRACTOA SNA„ " AE90411LE FOR NOTIFYING THE RESIDENTS AFFECTED OM TIE 9WTWF. THE ENGIWEA WIN.. ADVISE WMION PROPERTY OWNERS AM TO BE NOTIFIED. THE CONTRACTOR WAY BE REQUIRED TO PERFORM THE CONNECTION OAIHC TIMES OTHER THAN MOANtI ' WAKING MOPS. THE CONTRACTOR SMALL OCT OPMATE ANY VALVES ON THE EXISTING SYSTEM. WATER SYSTEM PERSOWj- WILL OPERATE ALL VALVES ON THE EXISTING SYSTEM FOR THE CONTRACTOR MEN REWIRED. NO WORK SOOLL BE PERFORMED ON THE CORECTIOS OLM A REPRESENTATIVE OF THE A,TER DEMRTNEN7 IS PRESENT TO INSPECT THE MOM. ■ SVp1NMMnta1 50Pc1 N1tat i"s (Rev 01l27l86) Per 91 7-11.3(09)A COW 14 O , THE TYPES OF 03WCTIW AE VARIED AD SUGGESTED PI►BG NMJCDENTS NMVE BEEN SWAN IN TIE t PUNS. FOR NE INSTALLATION O THESE CONNECTIONS, THE SURFACED PORTION OF THE AOAOMY STALL HOT BE PENETRATED UNLESS TME Ca1ECTING POINT IS DIRECTLY UNDER IT. FOR WOICTION BY AM OTHER METHOD, TIE CONTRACTOR 9MLL rUNISH A DETAILED SKETCH FOR APPROVAL HOT LESS THAN THD TEENS PRIM TO THE DFECTED CONSTRUCTION. _;TV INSTALLED OWC71ONS: CONECTIOS TO EXISTING PIPING AND TIE-INS ARE INDICATED ON THE DRAWINGS. THE CONTRACTOR MJST VERIFY ALL EXISTING PIPING, DIMENSIONS, AND ELEVATIONS TO ASSURE PROPER FIT, CONE7TlOS TO THE EXISTING WATER MAIN 90,LL NOT BE MADE WITHOUT FIRST MAKING THE NELE55RRY , ARRMEEMMS WIN THE ENGINEER IN ADVANCE. WORK SMALL NOT BE STARTED UNTIL ALL TIE MATERIALS, EOUINpiT ADO LABOR NECESSARY TO PROPERLY COMPLETE TIE WORK ARE ASSEMBLED ON THE SITE. THE CONTRACTOR SHA. PROVIDE ALL MATERIALS NECESSARY TO INSTALL ALL CONNECTIONS AS INDICATED , ON THE COSTRUCTION DRAWINGS, THE C04TWITOR 9W_ PERFORN TME EXCAVATION, BEDDING, AND IRCMFSLL, Alp PROVIDE COC TE BLOCKING FOR TIE CONNECTIONS TO EXISTING MAINS. TME CItt WILL CAT THE EXISTING MIN 40 ASSEMELE ALL MATERIALS. t WREN TIE CITY MAKES THE CONECTIO4S M THE EXISTING SYSTEM ALL LABOR, MATERIALS, AND EQUIPMENT REWIRED OF TIE CNTWTOR SMALL BE CONSIOEMEO INC'7EMAL AND ALL RELATED COSTS SIOILD BE ' IMnUDED 1N OTER ITEMS OF WORK. '-11.301) HYDROSTATIC PRESSURE TEST (REPLACEMENT SECTION) ALL WATER MAINS AND APRTENAAZS 94LL BE TESTED UNDER A HYDROSTATIC PRESSURE EQUAL TO 150 PSI IN ' EXCESS OF THAT IMDER WHICH THEY RILL OPERATE. 1N MD CASE SMALL TE TEST PRESSURE BE LESS THAN 2D0 PSI. ALL PUMPS. GAUGES, PLUGS, SA0DLES, CO6NORAtIN STOPS, MISCEL-ANEQIS NOSE ANO PIPING, NO t OTHER EQUIPMENT NECESSARY FOR PERFORMING THE TEST SHALL BE FURNISHED AND OPERATED BY THE CONTRACTOR. THE PIPELINE TREND- SHALL BE BACKTILLED SUFFICIENTLY TO PREVENT MOVEMENT OF THE PIPE UNDER PRESSURE. ALL NgUS' BLOCKS SMALL BE IN A.ACE AND EFFICIENTLY CURED M TEACH DESIGN STRENGTH BEFORE TESTING. WHERE PERMANENT BLOCKING IS NOT REWIRED, THE CONTRACTOR SHALL NRN';- , AD INSTALL TEMPORARY BLOCKING AND REMOVE IT AFTER TESTING. THE RAINS SHALL BE FILLED WITH.RATER AO ALLOWED TO STAG LAEIR PRESSURE FOR A MINIMUM O 24 HONE , TO ALLOW THE ESCAPE OF AIR AND'OR ALLOW THE LINING OF THE PIPE TO ABSORB WATER. THE DARER WILL FIFMISH TIE WATER NECESSARY TO FILL THE PIPELINES FOP TESTING PURPOSES AT A TIME OF DRY DEN SUFFICIENT Q.MNTITIES OF WATER ARE AVAILABLE FUR NORMAL SYSTEM OPERATION. ALLOWABLE LEAKAGE PER 1000 FT. OF PIPELINE- - W- ' Ronin4l Pipe OIMVetec - Inches ' 6 8 10 12 16 20 24 A P 450 0.95 1.27 1.59 1.91 2.55 3.10 3.82 , V T R 400 0.9G 1.20 1.50 i.50 2.40 3.00 3.60 E E E P 350 O.BA 1.12 1.40 1.69 2.25 2.81 3.37 A S 5 5 275 0.75 1.00 1.24 1.A9 l." 2.49 2.99 , A T S 1 250 0.7. 0.95 1.19 1.42 1.90 2.37 2.85 u 225 0." 0.90 1.13 1.35 1,80 2.25 2.70 E R 200 0.64 O.SS 1.06 -1.26 1.10 2.12 2.55 ' E Swl~tAl Sped Ylcetims (At, 01/27I861 RAW 12 ' 7-11.1(11) CONTINUED eIF THE PIPELINE UCER TEST CONTAINS SEMOS OF VARIOUS DIAETEIIS, THE ALLOWABLE LEAKAGE MILL BE THE SUM OF THE COMVTED LEAKAGE FOR EACH SIZE, OR FDA THOSE DIAMETERS OR PRESSURES MOT LISTED RY THE FORNLA STATED 1N SECTION 74,2.11 O THE STANDARD SPECIFICATIONS. ' GMRES USED IN THE TEST MY BE REQUIRED TO BE CERTIFIED FOR ACCURACY AT A LAIMMTORY BY THE OA . A VISIBLE LEAKAGE DETECTED SALL H CONNECTED BY THE CONTRACTOR t0 THE SATISFACTION OF THE OWNER REGARDLESS OF THE ALLOWABLE LEAKAGE SPECIFIED ABOVE. SCRAM THE TEST SECTION FAIL TO MEET THE PRESSURE TEST SUCCESSFULLY AS SPECIFIED, THE CONTRACTOR SMALL, AT MIS OWN EXPENSE, LOCATE AID+ REPAIR THE DEFECTS AND INN RETEST THE PIPELINE. ALL TESTS SHALL BE RAGE WITH THE HYDRANT AUXILIARY `ATE VALVES OPEN AND PW59JC AGAINST THE HYMANT VALVE. AFTER THE TEST HAS BEEN COMPUTED, EACH GATE VALVE SHALL OF TESTED BY CLOSING EACH IN TURN 00 RELIEVING THE PRESSURE HVOO. THIS TEST OF THE GATE VALVE MILL BE ACCEPTABLE IF THERE IS NO I04MIATE LOSS H PRESSURE ON THE GAUGE DQN THE PIESSLK COWS AGAINST TI( VALVE HIND C EDOD. THE CONTRACTOR SHkL VERIFY THAT THE PRESSURE Olfrg"Tlk ACROSS THE VALVE DOES MDT EXCEED THE RATED WORKING PRESSURE OF THE VALVE. SECTIONS TO H TESTED SVV.L NM WLLY H LIMITED TO 1,50E FEET, THE OWNER HAY REQUIRE THAT THE FIRST SECTiM OF PIPE, MOT LESS THAN I,ODO FEET 1%LENGTH, INSTALLED BY EACH H THE COHTAACTOR,5 CREWS, E TESTED IN DIM TO QUALIFY THE DREW AND/M THE 1tATERIAL. PIPE LAYING SPLL NOT BE CONTINUED MORE THAN AN ADDITIONAL IAM FEET will THE FIRST SECTION SMALL HAVE BEEN TESTED SUCCESSFULLY. PRIOR TO CALLING DUT THE OVER TO NIt/ES5 *4 PRESSURE TEST, THE COTRACTOR SHALL HAVE ALL EOUIREN* SET UP COPLETElY READY FOR OEAH TION AND SMLL NAYS SUCCESSFULLY PERFORMED THE TEST TO ASSURE THAT THE PIPE 15 IN A SATISFACTORY CODITION. MTORE APPLYING THE SPECIFIED TEST PPESSIRE, AIR SHALL H EXPELLED COPLMY FROM THE PIPE, VALVES AND HYDRANTS, IF PEOIP//ENT AIR VENTS ARE NOT LOCATED AT ALL NIGH POINTS, THE CONTRACTOR 91LL INSTALL CORONATION COOKS AT SUCH POINTS Sn THAT THE AIR CAN H EXPELLED AS THE LINE 15 FILLED WITH WATER, AFTER ALL THE AIR HAS HTSN EXPELLED, THE COPWTION COCKS SMALL BE CLOSED AND THE TEST PRESSURE APPLIED. AT THE CONCLUSION OF THE PRESSURE TEST, THE CORPORATION COOKS SHALL H REMOVED AND PLUGGED. ' THE TEST SHALL H ACCOPLISHED BY PIPPING THE MIN UP THE NEOVIRED PRESSURE: STOP THE PUP FOR A MININM OF 15 MINUTES OF TO A NAXIMH OF 60 MINUTES AS DIRECTED BY THE O"R, AND THEN PIAP TIE WAIN UN TO THE TEST PRESSURE AGAIN, DURING THE TEST, THE SECTION BEING TESTED %ALL H OBSERVED TO DETECT An VISIBLE LEAKAGE. A CLEAN CONTAINER $WILL H USED FOR MOLDING WATER FDA RAPING UP PRESSURE ON THE MIN BFING TESTED, THIS MAKEUP WATER SMALL H STERILIZED BY THE ADDITION OF CHLOIUE TO A CONCENTRATION OF 50 MG/L. THE QUANTITY OF WATER F"I ED TO RESTORE THE INITIAL HYDROSTATIC PRESSURE SHALL H ACCTRA'E_Y DETERMINED BY EITHER 1) PLWING FROM AN OPEN CONTAINER O SUITABLE SIZE SUCH THAT ACCURATE VO,UE ' WAS REIENTS CAN BE MADE BY 74 OWNER O7, 2) BY ADDING TWO" A POSITIVE OISPLA,"ENENT HATER METER WITH A SWEEP UNIT HAD REGISTERING ONE GALLON PER EVOLUTION. THE METER SHALL H APPROVEP 5, THE OVER, ACCEPTABILITY OF THE TEST WILL BE DETERMINED BY TWO FACTORS, AS FCLLOWS; 1 SUPl"'tWl SpeclTlntlms MeY Ol/27/PA) PEQp )5 7-11,3(11) COWIMED 1 1. M MIANTITR OF WATER LOST FTOM THE IMIN SRRL NOT EWCEED THE KUM OF GALLONS PER HOLM AS LISTED IN THE FOLLOWING TAME 1 I. THE LOSS IN PRESSURE SMALL NOT EXCEED I PSI PER MINUTE "ING THE TEST PERIOD. 7-11.302) DECLMIMATION (90PLEXENTK SECTION) 1 DECHLOR1MATION OF ALL WATER USED FOR DIS'KECTION SHALL BE ACCOPLISEO IN ACCORDACE WITH THE CITYS STANDW DETAIL INCLUDED IN THIS DOOAEHT. WATER CONTAINING CLORINE AESIOUKS SMALL NOT BE 1 DISPOSED INTO THE STORM DRAINAGE SYSTEM OR ANY WATERWAY, 7-11.3(13) CONCRETE TMIST BLOCKING (REPLACEMENT SECTION) 1 PROVIDE CONCRETE BLOCKING AT ALL HYDRANTS, FITTINGS AND HORIZONTAL OM VERTICAL ANGLE POINTS. COMFORN TO THE CITY OF RENTON STANDARD DETAILS FOR GENERAL BLOCKING AND VERTICAL BLOCKS NEREIN. 1 ALL FITTINGS TD BE BLOCKED SMALL BE WRAPPED WITH 4-MIL POLYETHYLENE PLASTIC. CONCRETE OLOC(ING SMALL BE PROPERLY FDNED WITH PLYNDED OR On" ACCEPTABLE FOAMING KMTERIKS ANp SMALL NOT BE L K STRIPP FEJ UPLOAD JOINTS, THE FORMS SMALED PRIOR TO BACKFILLING. SHACKLE ADDS. MERE REQUIRED, SMALL BE INSTALLED WITH TALE USE OF SOME LUGS. ALL SHACKLE ROOS SMALL K GA-VANIZEJ 1 AND COATED WITH TOD COATS OF ASPHALT VARNISH. 7-12 VALVES FOI Nr M P RL6 1 7-12.2 MATERIALS (SPPLDENTAL SECTION) VALVES SMALL BE DESIUNED FOR A MININAH WATER OPERATIND PRESARE OF 200 PSI. GATE V 1 IOTA LIST 14, MLELLER COMPANY NO. A-2380, PACIFIC STATES, U.S. RE ALVES SMALL SEE TKDPOLI7AN, HE/AEDAL ON M 6 H. APPROVAL OF VALVES OTHER THAN MODELS SPECIFIED SMALL K OBTAINED PRIOR TO BID OPENING. 1 ALL GATE VALVES LESS THAN 12• IN DIAMETER SMALL INCLUDE AN 8• X 24" CAST IRON GATE VALVE BOX AND 1 EXTENSIONS, AS REQUIRED. ALL 12• DIAMETER AND LARGER GATE VALVES SHALL K INSTALLED IN A VAU.T. SEE WATER STANDARD DETAIL FOR 12• GATE VALVE ASSEMBLY VALT AC 1" BYPASS INSTALLATION. -u wallumas 1 7-14.7(Ol) SETTING HYDRANTS (ADDITIONAL SECTION) 1 NYMAITS SMALL SE INSTALLED IN ACCORDANCE WITH AWWA SPECIFICAT CATIONS C600-77, SECTIONS 7,7 AND 3.5.: AND TALE WATER STANDARD DETAIL DETAILS. HYDRANT AND GLARD POSTS SMALL IRE PAINTED IN ACCORDANCE WITH THE WATER RENTONDETAIL, IRON HYDRANT OF THE PROJECT, ALL FIRE HYDRANTS SNALL BE PAINTED TO THE 1 CITY SE REMON SPECIFICATIONS AD GUARD POSTS PRINTED RATE. FIRE HYDRANTS STALL BE OF SUCH LENGTH AS TO BE SUITABLE FOR INSTALLATION WITH CONNECTIONS TO 6•E H• PM 10" PIPING IN TRENCHES J MERE M 12•FEET DEEP UNLESS PE IS SPECIFIED. THE HYDRANT SMALL BE DESIGNED FOR A A-1/2 FOOT BURIAL 1 AO LAYER PIPE S SHMOMN UIESS DIM THE NOTED ON THE PL.M. 7 14.3(D2) HFYOAFNT COIECTIONS (ADDITIONAL SECTION) 1 FIRE HYDRANT ASSEMBLY M SMALL INL1110E C.I. TEE (NJ X FL). 6" GATE VALVE (FL X W', 6' C.I. SPOOL (PE XROD RE) Y M.V.O. FIRE MYDRAIT (MJ CMWCTiON), 8" X 2A" CAST IRON VALVE BOX, AND 3/4 WITH ACCESSORIES AD TWp CONCRETE MAW POSTS. INCH SHACKLE 74.2. IT PAINT SMCQ,E RIDS AS SPECIFIED IN SECTION 1 7A. Sg1WWmtA1 SPK1TiCAtim6 1 (RAY 01/27/86) PWGA 34 1 1 7-1A.7(O3) RESETTING EXISTING MYDRANTS (PARTIAL REPLACEMENT SECTION) ' REK= PARAGRAPH 2 WITH: THE METHOD O )M SSING THE HYDRANT SHALL BE DETERMINED BY THE COWJITI016 FOUR IN TIC FIELD AND SHALL BE IESMORED AD REBLOCYED AS DIRECTED BY THE ENGINEER. ' 7-14.5(Ol) NYEFUNT ASSEMBLY (S(pq,E)ENTAL SECTION THE UNIT CONTRACT PRICE PER EACH FOR 1NnAAMT ASSEMBLY COMPLETE. SHALL BE THE SAE AS `HYORANT ASSEMBLY" EXCEPT THAT THE 6-INOM OUCTILE IRON PIPE CONNECTING THE HYDRANT TO THE IMIN SHMLL BE ' INCLUDED IN TIE UH1T CONTRACT PRICE FOR 4MVORANi ASSEN&V GEPLETE•. ' 7-15 mTVIx CONECTIO S 7-15.3 CONSTRL[TION DETAILS (REPLACENEM SECTION, ' REPLACE 'St SENTENCE PARAGRAPH 5 WITH: PIDW wNERIALS USED TD EXTEND OR REPLACE EXISTING RATER SERVICE LINES SMALL BE COPPER, GALVANIZED ON DUCTILE IRON PIPE. ' SERVICE LINE CONNECTION TO THE NEW VAIN WILL CONFORM T(I THE STANDARD PLANS OF THE CITY OF RENTON FORINE) HEIEIN AS TO K ALSE.DONNE PE ENGINEER WILL INDICATE THE LOCATION FOR THE TAPS ON THE NEW MAIN fOR EACH SERVICE TO CONECTED. THE CUfRRACTOR WILL DIRECT TAR WAIN FOR 3/4• SERVICE.K, SOFT FOR 3/4• SERVICES. THE CONTRACTOR WILL USE GONER TUDINL, TYPE ' TYPE I: CONECTIOIS TO EXISTING COPPER SERVICES WILL BE MADE WITH FLARE TYPE, THEE PART iN COI IDN PLIHGS. ' TYPE I1: WHERE EXISTING GALVANIZED SERVICES EXIST, THEY SHMLL BE REPLAF.ED WIN A NEW COPPEA r CURB).). PIP SERVICE TO THE PROPERTY LINE. (METERS SMALL BE LOCATED IN RANTER STRIP BETWEEN SIDEWALK ANO ' TYPE III: "RE FUTURE STUB SERVICES SHALL BE INSTALLED THEY SHALL BE INSTALLED AS ABOVE, TO THE PROPERTY LINE WITH A METER BOX (LESS 3/4 METER). A SOLID CORE THREADED SPACER THE LENGTH OF A ' METER SMALL BE INSTALLED IN PLACE OF THE METER. 7-17 SMDTMV SEMM 7-17.2 MATERIAL ZARTIAL REPLACEMENT SECTION) IN PARAGRAPH 1 DELETE: A B S COMPOSITE, ASBESTOS BODED CORRUGATED STEEL IN PARARA N A DELETE: A B S COMPOSITE SEWER PIPE 9-05.14 ' 7-17.3(2)C SEWER LINE CONECTIONS (SUPPLEMENTAL SECTION) UNLESS OTHERWISE APPROVED BY THE ENGINEER, ALL CONECT[OIS OF LATERAL SEWM TO EXISTING MAINS SMALL BE MADE THROGM A CAST IRON SADDLE SECURED TO THE SEWER MAIN WIN STAINLESS STEEL BAGS. MEN THE EXISTING MAIN IS CONSTRUCTED OF VITRIFIED CLAY, PLAN On REINFORCED CONCRETE, CAST OR DUCTILE IRON PIPE, THE EXISTING MIN SHALL BE COE DRILLED. ' Swl~tQ SgclTlcAtlons MAY 01127156) Page 35 7-17.3(2)G COMiNJED ' CM"CTIONS TO EXISTING CONCRETE ""MM SHALL E CORE-ORILED, ANC 9ALL NAVE PH "0" RING RAMA GASKET MEETING AST" C-478 IN A MARa0.E COUPLING EQUAL TO THE jGNp&.fANVILLE ASBESTOS-MENT , COLLAR, OR USE A CONICAL TYPE FLEXIBLE SE.,L EQUAL TO KC E-N-SEAL. 7-17.3(2) 1 PROTECTION OF EXISTING SEWERAGE FACILITIES (SIIPPLEMEWAL SECTION) ' MEN EXTENDING MI EXISTING OR SEWER, THE DOWNSTREAM SYSTEM SMALL BE PROTECTED FROW CONSTRUCTION DEBRIS BY RACING A SL'RE.%N OR 7WAR IN THE FIRST EXISTING"RUPEE OOw61PEAM O THE COaECT1ON. Ii SHALL BE THE CONTRACTOR'S RESPOSISILITY TO MAINTAIN THIS SCEFN OR TRAP UNTIL THE NEW SYSTEM IS , RACED IN SERVICE MG THEN TO FE)AM 17. ANY CONSTRUCTION OEBNIS WHICH ENTER THE EXISTING OOMSTIEMI SYSTEM, SMALL BE REMOVED BY THE CONTRACTOR AT HIS EXPENSE, MG TO THE SATISFACTION OF THE ENGINEER. WEN FIRST "WALE 15 SZT, IT'S OUTLET 94ALL BE PLUGMn UNTIL ACCEPTANCE BY TOE ' ENGINEER. 7-17,3(A)I TELEVISION INSPECTIO: (SIPMLENENTAL SECTION) ' ONCE THE TELEVISION INSPECTION HAS BEEN COMPLETED THE CONTRACTOR 9WILL >,XM/T '0 THE ENGINEER THE WRITTEN REPORTS OF THE INSPECTIDN PLUS THE VIDEO TAPES. SAID V3OE0 TAPES ARE TO BE 1N COLOR HIGH DENSITY WITH THE CITY AP 5 'VIEWING MD RECORDING SYSTEMS.THE CITY SYSTEM ACCEPTS 112" WIDE ' NI(M DENSITY VMS TAPES. THE TAPES RILL BE RUN AT STANDARD SPEED Sp (1 5116 I.P,S,), 7-17.4 MEASUREMENT (PARTIAL t+ •.ACEIENT SECTION) ' REPLACE PARAGRAPH A WITH; EXCAVATION OF THE SEWER TRENCH RILL BE WP.A9 %ED THE SAE AS STRUCTURE EXCAVATION CLASS t B AS SPECIFIED IN SECTION 2.09. I E0: MEASUREMENT O BMM RUN CRAVE: FOR TREMOR BALW61Ll WILL BE BY THE TOM, IN 4CCOpMNCE WITH SECTION 1 1-09.1, OR BY THE CALCULATION OF NEAT LINES BASED ON MAXIM TRENCH WIDTH PER SECTION 2-09.4 USING A CONVERSION FACTOR OF 1.5 TONS PER CIbIC YARD, WHICHEVER 1S LESS. 7-17.� PAYMENT (pR TIAL REPLACEMENT SECTION) ' REPLACE ITEM 1 THPAL" 9 PARAGRAPH 1 WITH: I. SanSta[y Seer Pipe-, Per LSnaer Foar ' 2. ^_•+_•_Tees" Per Each 3. •T.V. Ih$Wtlon• Per Luq Sun A. -So* Pin Gravel for Trench Ba fill-, Per Ton ' REPLACE PARAGRAPH 2 HIM: THE WIT CONTRACT PRICE PER LINEAR FOOT FOR SEWER PIPE O THE HIND AME SIZE SPECIFIED , ' SMALL BE FULL COMPENSATION FOR STRICTURE EXCAVATION, DEWATERING, BACKFILLING. FUNISHING, KA.LING APO ASSEMBLING IN PLACE THE COIPLETED INSTALLATION INCLUCING ALL SPECIAL FITTINGS, 30INT MATERIALS, TESTING PER SECTION 7-17.3(4) AND ADJUSTMENT T INVERTS TO McWM0.ES FOR THE COMPLETION OF THE INSTALLATION TO THE REQUIRED LINES AMC ' GRADES. DELETE PARAGRAPHS 3 end A , SupleWantal Specifications ' (Ae. 01r27186) PaOF 16 ' 7-U.l DESCRIPTION THIS WOWH SWILL CONSIST OF THE PATCMING OF VARIOUS TYPES OF PRYEIEW CURS, THE REWGOWWCE or ' MTAICHMD SWILL BE IN ACCORDIWE'E WIN THE REW:RE1EWS OUTLINED WWIWPTE'P UC AS W104 ON THE SARC OMWINGS. 7-18.2 MATERIk, MATERIALS SHALL MEET THE REQUIREMENTS OF THE FOLLOWING SECTIONS: ' BITUQEDUS RRFACE TREATMENT 5-07 ASPHALT COCRETE pAVDEW 5-Oa CEMENT CONCRETE PAVEMENT ..., 5-OS t CURES AND (UTTERS ...... 6-Ge CEMENT CONCRETE SIDEWALKS 7-16.3 CONSTRUCTION DETAILS 7-16.3(ll GENERAL PAVEMENT PATCHING SHALL BE SCHEDULED TO ACCOMODATE Tit DEMANDS OF TRAFFIC AND 9,4_ BE PERFORMED AS RAPIDLY AS POSSIBLE TO PROVIDE M ,114N SAPETr AND CONENIE CE TO PBLIC TRAVEL. ' THE RACING AND COMPACTION OF THE TWMDH BAD6ILL, THE PREPARATION AND COMPACTION OF THE SUBGRADE, NO THE RACING AND COPACTION OF THE CRATED SURFACING SMALL BE IN ACCDRDANCE WITS THE REWIREMEIMTS OF THE VARIOUS APPLICABLE SECTIONS OF THESE SPECIFICATIONS. tBEFORE THE PATH IS CONSTRUCTED ALL PAVEMENT CUTS SH, L BE TRUED SO THAT THE MWRGIM, LIMES OF THE PATCH WILL FORM A RECTANG E WITH STRAIGHT EDGES AMC VERTICAL FACES. THE USE O A CONCRETE SAW BALL BE REQUIRED ;PUSS EXCEPTED IN THE SPECIAL PROVISIONS OR BY THE ENGINEER. 7QPMTE USED IN PATCHES SMALL BE CLASS ,8' (3/4) - 3 DAY MIA. CURING COMPOUND AS SPECIFIED IN SECTION 5-05.3(13) SMALL BE PLACED ON THE CONCRETE IIeED1ATELY AFTER FINISHING. ' ''ROPER SIGNS, BARRICADES, LIGHTS AND OTHER WANING DEVICES, AS MAY BE APPMDVED BY THE ENGINEER, SAL, BE MAINTAINED ALL 24 HORS OF THE DAY UNTIL THE PATCH IS COMPLETED AND READY FOR TRAFFIC. -18.3(2! CEMENT CONCRETE PAVEMENTS �TTHEE� PAVEMENT SBFRADE HE FFOR T PAVEMENT HAS BEEN COMPACTEDMC CO ACTED ANSTRUCTED TO LINE AND GUM, TVE PATCH S"A" BE PLACED, COMPACTED AND STR.IO( OFF TO THE GRADE OF THE ADJACENT PAVEMENT IN ACCORDANCE WITH THE PERTINENT SECTIONS OF SELTION 5-05. t*OUKlM ANC DLMM, JOINTS SAL.L BE PLACED AND EDGED HERE DIRECTED. THE SURFACE SMALL BE FINISHED AM BRUSHED WITH A `:BER BRUSH. APPRDVEJ DURING COMPOUND SMALL BE RACED ON THE FINISED CONCRETE IMMEDIATELY AFTER FIN!SRNG. '-16.3(3) RIGID TYPE PAVEMENT RESURFACED WITH ASPHALT CONCRETE ' STREETS WHICH HAVE RIGID TYPE PAVEMENTS RESURFACED WIT- ASPHALT ON THE STANDARD GRAYING, OR AS OTHERWISE SPECIFIED, THE SURFACE r THE EC SWIM RE PATCHED AS SHMor THE PATCS SWLL BE LEFT LOW ENOUGH TDPORTION CEMENT CONCRETE PORTION CY ' PINISHUG WILL HOT BE REQUIRED. JOINTS SEALL��AACEDTIIFF DIRECTED B TTHE OF THE RA•CN.. BRUSH BE ACCOMPLISHED 61-N A SS-1 04XSION CUT BACK WITH WATER AS DIRECTED BY� ENGINEER. CURING SAL,, NE ENGINEER. ' SHp1aWnG1 SDWc1FIcWtions (RAY 01/21,'e6) Page 37 ASPHALT COCFE'E OR BITU"EXS RAN' MIX SALL NOT BE RACED UNTIL THE DAY OFTEN THE CENT 0TE. HAS BEEN PLACED, UNLESS OT URNISE PERMITTED BY THE ENGINEER. THE EDGES 7THE EXISTING ASPHYILT PAVEMENTS AND CASTINGS SHALL BE PAINTED WIN My AW.WXT IMMEDIATELY BEFORE PLACING THE ASPHALT PATCHING MATERIAL. THE ASPIMLT CONCRETE PAVEMENT SMALL TIEH BE PLACED, LEVELED, AD COMPACTED TD CONFORM TO THE AD tMa PAYED SIAFACE, IMMEDIATELY THEREAFTER, ALL JOINTS ETIIEEN THE NEW AND OI'1NAL ASPHALT PAVEMENT *ALL BE PAINTED WITH NOT ASRALT OR ASPHALT EVASION AD BE aMED RIM DRY PAYING SAID BEFORE THE ASNIALT SOLIDIFIES. 7-10.3(a) ASPHALT CODRETE STREETS ON CAANAAR BASE AFTER THE SISGRADE HAS BEEN PREPARED AS SONp ON THE STANDARD DRAwl c, OR AS DIRECTED BY THE ENGDEER, ASRriT CONCRETE PAVEOIT CLASS B OR CLASS F SHALL BE PLACED TO A TNICMESS M EXISTING ASPHALT PAVEEM DEPTH, OR TO A NINIMM OF TOO (2) 2NDE5, ACED to A DEPTH IS THE GREATER, AD COPACTED IN THE MINER SPECIFIED IN SECTION 7.3INCHE . 7-18.3(5) OIL PAT STREETS THE EXISTING OIL HAT BALL BE UNIFOBLY TRIMMED TO A STRAIGHT LINE. AFTER THE SLBGRAOE HAS BEEN PREPARED AS SON ON THE STANDARD DRAWING, OR AS DIRECTED BY TIE ENGINEER, A MINIMA OF TWC (2' INCHES OF ASPHALT CONCRETE PAVEMENT CLASS B SAIL BE PINED AND COMPLETED IN THE SAE NANHEP A, SPECIFIED IN SECTION 7.1B.30). I 7-18J(e) INCIDENTAL NOW ALL INCIDENTAL WORM AS REQUIRED TO COELETE THE PATCHING OF STREET WAGTS AS SPECIFIED,INQUDIN ]DINTS ANTE REOIIIAED, BALL BE COMSIOEE PATCHING AMC D AS INCM7AL TO THE THE COSTS THEREOF BALL BE IMCLUOED IN THE ITEMS rap MICH PATENT IS PROVIDED. 7718.4 MEeo AMYCNT I PAYMENT FOR PAVEMENT PATCHING WILL ONLY BE MADE FOR MATERIALS USED WITHIN THE NEAT LINES 1 ,71L; FOOT ON EITHER SIDE OF THE 14UIKM T%DCH WIDTH AS SPECIFIED IN SECTION I-D9.0. PEAWWJ"T AND PAY14NR FOR CLASHED AJXX SHALL BE AS COVERED IN OTHER SE.TIOS OF THIS DOCUEMT, 7-1413 PAYMENT PAYMENT WILL BE MADE FOR EACH OF THE FOLLOWING BID ITEMS AS AK INCLUDED IN THE PROFpSIL., AMC I PAYMENT WILL BE MACE UREA: 1. `BITMNOB SArACE TREATMENT, FOR PAVEENT PATCHING ` PER Sp. YD. 2. *CEEMT CUNT[ CLASS MIX, FOR PAVEMENT PATCHING `PER a, YO. 3. `CEMENT COC ETE CLASS_ _MIX, FOR PAVEMENT PARCHING ' PER SD. rD, a, -ASHkT CONCRETE CLASS •, FOR PAVEMENT PATCHING PER TOM. 5. `RSPV47 CONCRETE CLASS FOR PAVEMENT PATCHING PER SD, To. P#M NOW OF THE ABOVE 15 INCLUDED IN THE PROPOSAL, PAVEHI N` P<Hl% SNAL, BE CONS ERE NC 13EWAL TO TIC PROJECT AMD THE COSTS THEREOF SHALL BE IN.L:DE. ]n THE ]1EN5 FOR ONSCH1 RE I is PRDVIOEO. 1 1 SMpl~tAl SPNclTlcatiox (Rev 01127.1e1 PoW 38 ' B-".3(I) DEMO CONCRETE cuBS G.TTEAS AMO SPILLRWYS (PARTIAL, REPLACEMENT SECTION) AEPURE PARAGRAPH i WITH: CEMENT CONCRETE CRAB. CUB No GUTTER, GUTTER 60 SPILLWAY SHALL BE CONSTRUCTED WIT.AIR ENTRAINED CONCRETE CLASS B SPELIFIED ON THE STANOAA� PLANS AND CONFORMING TO TIE ' I REOUIREAENTS OF SECTION 6-02, EXCEPT TWIT CUSS 6 3-DAv 41T SN0.1 BE USED IN A.L DEPRESSED CUBS FOR DRIVE WAY SECTIONS. ' IN PARAGRAPH 6. LAST SENTENCE DELETE; -CLASS B- I6-DA.A ME ar"M (9 PPLEMEMAL SECTION) THE EUITPA [EPTN CF CUB AND GUTTER, AND TE 3-DAY NIX REQUIRED ACRO55 OR! _WAV SECTIONS, AS 9OW, ON TIE STANDARD PLAITS, SHALL BE CEA610EIED INCIDENTAL AV NC AOOITIOINL PAY-W WILL BE MADE. FOT PRECAST TRAFFIC CUB No a= TWFIC CUB 6-01,1 OESCRIPT.ON (REPLACEMENT SECTION THE CONTRACTOR 9ULL FL M19H AND INSTALL PRECAST TRAFFIC WIB AND BLOCW TRAFFIC CUB of TIE OESION AND TYPE SPECIFIED 1N THE RAMS. THE CURB WILL BE IN5Tk.1,E0 IN ACDORDWCE WITH TNESE SPECIFICA"ONS AMC PER THE CITY OF AB CON ST44DWC PLANS AT TN OCATIOIS INDICATED IN TIE ;MS R O AS DIRECTOR BY THE ENGINEER, ' 8-07.5 PAYMENT (REPLACEMENT SECTION) PAYMENT SHA L BE WOE BY TIE FOLLOWING: (1) -Precast Traffic Cum, Type A- per lin, h. ' (2) -PTecAst Traffic Cum, Type C- per lin. ft. (3) 'Block Traffic Curb, Type A- per 11n, ft. (A) -Block Traffic Curb, Type C- per lin, ft. ' 6-0 PLASTIC ' 6-06.1 DESCRIPTION (REPLACEMENT SECTION` THE CONTRACTOR SMALL FURNISH AM INSTAL WHITE OR YELLOW PLASTIC TRAFFIC BUTTONS WERE &OWN ON ' THE PANS. OR WERE DIRECTED BY THE ENGINEER. 6-08.2 MATERIALS ("KBENiAL SECTION) THE PLASTIC TRAFFIC BUTTOS 9WLL CoWaM TO APPLICABLE PROVISIONS OF SECTIONS 8-08 and 9-20. 8-08.3 CONSTRUCTION RE,2JSREIENTS (SUPPLEMENTAL SECTION) TIE PAST:C TRAFFIC BUTTO6 91kL BE ATTACKD TO THE PAV EMENT BY ONE OF THE F0.LOWIHC: 1. Placing tack Coat of Not Paving AspMlt m PAYWeent the buttm Surface WHO fSrN1Y Drassl�y onto it. 2. Placing A&Wslve (ow4y) m Dareea,t Surface and Dressing tM Outtm mto it. MEA9lID4H: (REPLAODW ACTION) MEASMMEW WILL BE BY THE UNIT, COMPLETE IN PLACE, t zi~tal spoclficAtlm (Rev 0l". 96) Papa 39 1 1 g-OB.S PAPENT (REPL�XT SECTIa BE By TA f0.LOBING; ' PAY1E'1T ` . Rpi se. .lp. vlAstis lterf is B.Rto^. color, ll w1 1 bO9 A �W^f)ENt SECTION) �Si COPLETE IN PLACE• 1Eko"NT TYPE 11 y,Eq TYPE 1 AnC BY THE �EIWAEL[Mt 111.L SE LANE , FEPLACEW,NT SECTION) e-09.5 PP.RENT , BE By t,,E F0.Lp11ING: ppY1ENi 5M14L Ea. p!2 sac^ l(21 .p• LANE �lNE �Ev VK 11DR45)" EaM Pos 1 p-ll IW�i (Pwihn MV,,RCETEM SECTION) , 51RUCt ION BE 1 6 INE 8-13.5 CON TRACTOR UDR nE piNECt SSpERVISION SCE PAsk;R ' A 19ED AND SET BV TIE Ca i E Ni HILL BE CST IES y,RVEy(R. CT ION) CASE A!U AND CbvFp• ALL 11U1K IN t (SJ'RECNIAL_,�— PART 0. . A,AEM B_7),S AAv1EN RACED TO 1115 ITEH' , ALSOOL i BE IICIGENI AL T1E 10AAENi M1'.LENT SNA.. BE 9PPLV ING SAID ma" SIOE7wX' ' B_la cow �p ACE1ENt SECTION) 5.1A.2 1AATEPIALS (PARTIAL REP• , 2 pELETE P 1E.N1 SECTION) T 72 NOR FOPIED 65.3(13)B , g.14.7l° pRING IPMTIAL PEPLACE 5 AS SPECI RAF ICrEM PW3A01 11,I"; K SOAL.. BE CURED iOR t't CLAW, PERIOD, PLL L BE EXCIVOEO F.T' REPLACE OR A5�TEO%, 14 EN(0...tEE BE WRI 0.EE• VENIN-� TRAFFIC %OL ' gEL�ESTRl ANO VENIC 5 TL ENGINEER MPy DIRECT. S1CN ADOVIO1AL 111E , l, ntsl SVcl(ScAtS o a s (Rav O1/27 !B6) AA9A e-13 Rw 1w b-15.4 MEASUIENEN (PARTIAL REPLACEMENT SECTION) REPLACE PAAAQWH 2 WITH: N O PLACED RIP WAC MILL BE MEASUED BY THE TON OF RIP RAP ACTUALLY PLACED AID ACCEPTED, REPLACE PARAGRAPH J WITH: FILTER BLANKET RILL BE IEAS1.KD BY THE TON FOR MATERIAL ACTUALLY PLACED AND ACCEPTED. ' B-15.5 PAYMENT (PARTIAL REPLACEMENT SECTION) ' PARAGRAPH 1 REPLACE ITEMS 5 APO 7 WITH: C. •Hentl P1Wceo Rip Rep•, per Ton 7. 'Filter BJUmet• Per Tw ' REPLACE PNRAGRAPH J WITH: THE WIT CONTRACT PRICE PER TON FOR -FILTER BLANKET' SHALL BE FULL COMPENSATION FOR ALL COSTS IN CONNECTION WIN FURNISHING AND RACING A FILTER BLANKET, b29 niLM MTIOM. TRAFFIC SMIAL SnTE6 An A9LL•IRICIL 8L20.3(2) EXCAVATM AND BACKFJI LING (REPLACEMENT SECTION) THE CONTRACTOR SHALL SUPPLY TRENCH WITHIN THE WIT WIDTHS AND TD THE SPECIFIED DEPTHS AT THE ' LOCATIONS INDICATED ON THE CONTRACT PLANS OR AS DIRECTED BY THE E1G31EEq, ALL TRENCHES SHALL BE BACKF1LLED IN ACCORDANCE WITH THE APPLICABLE PORTIONS OF THE STANDARD SPECIFICATIONS. TRENCHING FOR CONDUIT BANS SHALL BE DOE IN A NEAT AMMER WITH THE TRENCH BOTTOM GRADED TO PROVIDE A UNIFORM GRADE. NO WORK SHALL BE COVERED UNTIL IT "AS NEEN EMMIIED BY THE ENGINEER. BACKFILL MATERIAL USED FOR FILL AROUND AND OVER THIS CONDUIT SYSTEM SHALL BE FREE OF ROCKS GREATER THAN TWO ' INCHES IN DIAMETER TO A DEPTH OF SIX INCES ABWE THE CONDUIT, TRENCH W1MIN THE ROADWAY AREA SHALL USE SELECT TRENCH BAWILL RO SHALL CONSIST OF MATERIAL AS INDICATED IN THE SPECIAL PROVISIONS AND FCEDULE OF PRICES, TIME SOLACE AND DUALITY OF THE' MATERIAL SHALL BE SUBJECT TO APPROVAL BY THE ENGINEER, TRENCH BACKFILL WITHIN THE SIDEWALK AREA CAN BL MADE WITH ACCEPTABLE MATERIALS FROM THE EXCAVATION AND SMALL BE CONSIDERED A NECESSARY PART OF AND INCIDENTAL TO THE EXCAVATION IN ACCORDANCE WITH THE STAPOM SPECIFICATIONS. THE CITY ' RESERVES THE RIGHT TO MAKE ADDITION$ OR DELETIONS TO THE TRENCH WHICH PROVE NECESSARY FOR THE COPLETION OF THIS PROJECT, ' THE MINIMM WIDTH FOR THE TRENCH NEEDED WILL BE AT THE OPTION O THE CONTRACTOR. TRENCH WIDTH WILL, HOWEVER, BE OF SUFFICIENT SIZE SO THAT ALL OF TOE NECESSARY CONDUIT CAN BE INSTALLED WITHIN THE DEPTHS SPECIFIED (MILE MAINTAINING THE MINIMJM COVER. 8.20.3 A FOUL'1ATIONS - CONCRETE (REPLACEMENT SECTION' THE CONTRACTOR SALL PROVIDE ALL MATERIAL. FOR AND CONSTRUCT THE FOADATIONS FOR AND TO THE ' OIMENISIONS SPECIFIED IN TABLE 1 BELOW, THE ANCHOR BOLTS SMALL MATCH THAT OF THE DEVICE TO BE INSTALLED THEREON. t SWSHMIenGl Sped Picetipns (Rev Jl/27/86) PWBW Al 3-20.3(4) CO1TINlETD 1 ALL EXCESS MATERIALS ARE TO BE REVOVED FROM THE FWDATION COSTRCTION SITE AND DISPOSED OF AT THE CONTRACTOR'S EXPENSE. 1 CONCRETE SMALL BE RACED AGAINST UNDISTURBED EARTH IF POSSIBLE. BEFORE MXINI THE comm E THE CONTRACTOR BALL OLOCK-CDT AROUND ANY OTHER UDER(AO/D UTILITIES THAT LIE IN TIE EXCAVATED MSE i SO THAT THE CONCRETE MILL NO' AOEE TO THE UTILITY LIME. CONCRETE FORD TROWELED, BRUSHED, EDGED AMC FIN19CD IN A MORXHANSNIP-LIKE MANNER. U CONCRETE SHALL BE AtIO6 SMALLSEE BEPROMPTLY CLEANED FROM THE EXPOSED PORTION OF THE ANCHOR BOLTS AND CODUIT WIER PLACEMENT. FO►DATION SMALL ALL BE CUSS •B' CONCRETE. AFTER A CURING PERIOD OF TWO WEEKS, THE CONTRACTOR MAY i THE APPLICABLERE DEVICE THEREON, INSTALL TABLE 1 TYPE OF OEVICE DIMENSIMS Street Ll0nt Pole A' Deep . 31 SQ. or CIA. 1 Signal Pole 7' Deep . 3- SQ. or CIA. Signal Controller See Detail SMret Street Light Control Cabinet See Detail Sheet 1 Special Base See Detail 51eet ALL CONCRETE FOUNDATIONS SHALL BE CONSTRUCTED IN THE MANER SPECIFIED BELOW: 1 1) HERE SIDEWALK OR RAISED ISLANDS ARE TO BE CONSTRUCTED AS A PART OF THIS P -T. THE TOP FD.IE 6 THE FOUNDATION SMALL OF MADE FLUSH WITH THE TOP OF THE SIDEWALK OR ISLAND, (SEE DETAIL 1 SHEET) 2) MERE NO SIDEWALKS ARE TO RE IN ALLEC. THE (RACE FOR THE TOP OF THE F004DATION SMALL BE AS SPECIFIED BY THE ENGINEER. (SEE DETAIL SHEET) ALL CONCRETE FOUNDATIONS SHALL BE LOCATED AS PER STATIONING ON THE BANS OR AS LOCATED BY THE 1 ENGINEER IN THE FIELD. B-20.3(5) CONDUIT (REPLACEMENT SECTION) i THE CON'RACTOR BALL PROVIDE AND INSTALL ALL CODUIT AHD NECESSARY FITTINGS AT THE LOCATIONS NOTED ON THE PLANS. CODU.T S1IE SMALL BE AS INDICATED ON THE WIRING AND GOIWIT SCNEDLIE 90ON OM 1 PLANS. CONDUIT TO BE PROVIDED AND INSTALLED SMALL BE OF THE TYPE INDICATED BELOW: 1 1) SCHEDULE 40 WAVY WALL P.V.C. COWL MIMC TO ASTM STANDAPDS SMALL BE USEC MEMEYER THE CONDUIT IT TO BE PLACED OTHER THAN WITHIN THE ROADWAY AREA, 1 2) SCHEDULE BO EXTRA HEAVY WALL P.V.C. CONFDMING TO ASTM STACONDUITCUIT IS TO BE PLACED WITHIN THE ROADWAY AREA. HOARDS SWILL BE JSED WHEN THE ALL JOINTS SAL BE MADE WITH STRICT COMPLIANCE TO THE MANIFACTUER,S RECOMMENDATIONS REGARDING CEMENT USED AND ENVIRONENTAL CODITIONS. i 1 1 SuplMeental SPeciritatSwN (Rev 01/27/65) Page 42 1 ¢2O.3(6) ,1VCTIGN BOXES (REPLACENENT SECTION) t THE CONTRACTOR SHALL PROVIDE AND INSTALL JUNCTION BOXES OF THE TYPE AIO SIZE AT THE LOCATIOS SPECIFIED 1N THE PLANS ANC AS PER DETAIL BEETS, THE INSCN1PTlON ON THE COVERS OF ALL OUCTIGN BOXES SHAu O AS INDICATED BELOW: 1) STREET LIGHTING ONLY; -LIGHTING" 2) SIGNAL ONLY: •SIONLS• ' 3) TRAFFIC SIGNAL AID STREET LIGHTING; -TS-LT• A) TELEMETRY ONLY: •TELEMETRY" ' 1NSKRIPTIOS ON ]UET1ON BOXES PERFORMING THE SAME FUNCTION, I.E. STREET LIGHTING, TRAFFIC SIGNAL, OR BOTN. SHALL BE CONSISTENT THROUDC,T TIE PR0.FCT. ALL 1►ICTION GOES SHALL BE INSTALLED IN COFOWWCE WIN PROVISIONS CONTAINED IN THE STANDARD t PLANS ND DETAIL SHEETS. THE WIT CONTRACT PRICE PER EACH FOR -DESIGN 0- OR •DESIGN C• 3J1ITION BOX SHALL !E FILL COMPENSATION FOR FLONISHING SANE AMC FOR A`_ COSTS OF LABOR, MATERIAL, TOOLS, AM EQUIPMENT NECESSARY TO PROVIDE AMC INSTALL THE JUNCTION BOXES INCLUDING EXCAVATION, BACNFILLING AND COIPACi3ON ALL IN ACCORD*a WITH PLANS, SPECIFICATIONS AND DETAIL SHEETS, 6-20.30) GNOLMING (REPLA,^EMENT SECTION) ALL STREET LIGHT STANDARDS, SIGMA, POLES, SIGNAL CONTROLLER CABINETS AND SIGNAL/LIGHTING SERVICE CABINETS SHALL BE W0,14ED TO A COPPER CLAD PAID METALLIC GROUND ROD 5/8' IN DIAMETER . 8•0' IN LENGTH COMPLETE WIN A 06 BARE COPPER BONDING STRAP LOCATED IN THE NEAREST ,-ACTION BOX. GR31C ROCS ARE CONSIDERED MISCEUNEOUS ITEMS AMU THE COST IS TO BE INCLUDED WITH THE SYSTEM OR O CNDUCTORS. B-N.YIO) SERVICE (REPLACEMENT SECTION) THREE TYPES O POWER SERVICE ARE USED AS INDICATED BELOW; 1) TYPE 1 SYSTEM SHALL BE SINGLE PHASE 120 VOLT, 2 MIRE, 60 CYCLE A.C. (TRAFFIC 51GNA, SERVICE ONLY) 2) TYPE 11 SYSTEM SMALL BE SINGLE PHASE NO VOLT, 2 WIRE, 60 CYCLE A.L. (STREET LIGHTING NON CONTACTOR, INDIVIDUAL CONTROLLED POT'J-CELL WITH NO NEUTRAL WIRE) S) TYPE Ili SYSTEM SHALL BE _'INGLE P10% 120/240 VOLT, 3 WIRE 60 CYCLE A.C. (STREET LIGHTING CWTACTOR/TRAFFIC SIGNAL., GROUNDED NEUTRAL SERVICE) THE POWER SERVICE POINT SMALL BE AS NOTED ON THE PLANS AMC SU1LL BE VIMIF3EC BY THE ELECTRICAL' SERVICING U%LITY, 8-20.3(13) ILLUMINATION SYSTEMS (SUPP EMENTAL SECTION` ' UN7EOUM CONDUCTORS FDA THE STREET LIGHTING CIRCUIT SHALL BE STRADEC COPPER, NO 0140E PITH 600 VOLT INSLLATIGN OF THE SIZE NOTED ON THE PLOWS AND WIRING SCHEDULE. t ' SuOlWeentWl SPeclilntivM (AM' 01/27M) Pao 43 `20,7(13) m1TIMED ' SPLICING O THE S'TEET LIORIRE CIRCUIT WILL E WDE OLY IN .UETION ONES NO THE SPLICE KIT ' 94ALL CONSIST OF A PRESSURE TYPE OHMS WMM TIE COMECTIOI O TWE WIRE M TIE KIT IS AGNEIED BY CRIMPING ORBY A COAESSIOM BOLT. No TWISTON TYPE COPECT05 SO" E ALLOWED. AFTER THE KIT HAS SEEN INSTALLED, ALL E)R SURFACES OF WIRE NO KIT BALL E KAM IN A CLEW PLASTIC FORM AM FILLED WITH EPDXY TO FOR, A Pa TER-TIGHT SEAL. MATERIAL USED FOH THE SPLICE KIT 9NLL E ' COPATIBLE WITH THE WIRE MATERIAL. TWO QUICK DISCONNECT KITS, S.E.C. OR EQUAL, SMALL E FURNISHED APO INSTALLED, WITH FUSES, BY THE CONTRACTOR FOR EACH LIMN STREAK. INSTALLED. ALL MATERIALS BALL E COPATIBLE WITH TIE COPPER CML TO6 A/O ITS INSULATION. THE fDNTYN CTOA SMALL SUBMIT ' SAMPLES OF THE CCHECTORS PROVED FOR USE TO THE ENGINEER FOR APPROVAL 5-20.5(15)A LIGHT STANDARDS (SPPLEXNTAL SECTIOMH THE HAM HOLE SHOAL- E LOCATED 900 TO THE DAVIT NM ON THE SlDE AWAY FROM TRAFFIC. • OEAACINC , LUC OR NJT SHALL E PROVIDED IN THE NANO NXE rNW E OR INSIDE THE HAND HOLE FRAME OR INSIDE THE POLE SA.FT T. ATTAD� A GROUND BCNCING STRAP, ALL POLES AO DAY:' ARMS SHALL E DESIGNED TO SAPPORT A LIMINAIRE WEIQNT OF 50 LBS. OR MOE AC % VITHS741C PRESSURES CAUSEO BY WING LOAM OF 85 M.P.M. V11M"I FACTOR OF1.5, ' ALL POLES SHALL MAINTAIN A MINIMUM SAFETY FACTOR OF A,IB P,S.1, ON YIELD STRENGTH 7 WEIOMT LOM: AND 2.35 P.S.1. FOP BASIC WIND PNESSUE. DAVIT ARMS ' THE DAVIT STYLE ARM SmA L INCORPORATE A 519- RADIUS SEW AS MEASPED FROM THE CENTEXI E D< THE t SHAFT. THE OUTER PORTION O THE ANH SHALL E NEWLY HORIZONTAL TO '20 ABOVE HORIZONTAL AO 9NLL E FURNISHED WITH A 2- DIAMETER SLIPFITTER WITH A WUUAAM LENGTH OF -S' - TO FIT THE LUMIMADE SPECIFIED. THE PONE ENO O THE DAVIT ARM TUBE SHALL E FASTENED SECURELY TO THE TOP OF THE SHAFT PROACING A , FLUSH ODINT WITH AN EVEN PROFILE. ANCHOR BASE ' A OE PIECE ANDCA USE O AM"TE SrKECTH, SHAPE AMC SIZE SMALL E SEGUED TO THE LOWER ENO OF ' THE SHAFT 50 :MAT THE BASE STALL E CAPABLE O RESISTING AT ITS YIELD POINT THE ETEING MBE/IT OF 11E SHAFT A7 1T5 YIELD POINT, THE BASE SHALL E PROVIDED WITH FOB SLOTTED OR ROUE MOLES ! RECEIVE THE ANCHOR BOLTS. NUT COVERS SMALL E MOVIED WITH EACH PLLE. ANCHOR BOLTS ' FOUR MICH STRENGTH STEEL ANCHOR BOLTS, EACH FITTED WITH TWO HE%NRS AND TWO WASHERS, SHUN FUNISHED WITH THE POLE. EACH ANCHOR BOLT SMALL HAVE A A- 'L' SEND AT THE BOTTOM END AK BE THREADED AT THE TIP ENO. THREADED ENDS, ALL NUTS NO WASHERS 94RLL E MOT DIP GALVANICEC. THE ANCHOR BOLTS BALL E CAPABLE OF RESISTING AT ITS YIELD POINT THE SEWING MOMENT OF THE SHAF! A• ' ITS YIELD POINT. MISCELLAMEM HARDWARE ALL HARDWARE (dl`S, HATS, SCREWS, WASHERS. E:C.) NEEDED to COMPLETE THE INSTALLATION ! WL E STAINLESS STEEL. 1 1 ApleFWntA1 SpeciTiCetlaM (ReV 01127/06) POI! AN ' 6-20.13(3)A Dort INUM I.C.'IDENTIFICATION FOR POLES) THE COTRACTOR SWLL WIMLY AND INSTALL A COBINATI'3N OF 4-0I3ITS AM ONE LETTER ON EACH LIOrt ' POE. THE LETTER AND M14MAS COBINATION 24 LL BE MOINTED AT THE 13 FOOT LEVEL ON THE POLE FACING A"A"DAbgND TRAFFIC. LDEIDS SHALL BE SEALED PITH TRAASPARENNT FILM, RESISTANT TO OUST, WEATHER AD LLTOWVIOLEE EAP09RE. TE DECAL MAKERS SMALL BE 3 INCH SRAAANE WITH GOTHIC GOLD, WHITE IEFLECTURIZED 2 INCH LEGEND IN A BLACK MXMDOD. 1.0. WIRIER WILL BE ASSIGNED TO EACH POLE AT THE ENO OF THE CONTRACT OR PIBLIECT By TIE CITY TRAFFIC ENGINEERIHD OFFICE. COST FOR TIE DECALS SHALL BE CONSIDERED INCIDENTAL TO THE CONTRACT BID. DELETE COMPLETE SECTION AMC REPLACE WITH THE FOLLOWING: LIGHT STALARDS SHALL BE SRM ALLNINM DAVIT STYLE AND SNV.L MEET THE POE DETAIL FMINfNENTS INDICATED BE:OW AND THE DETAIL SHEETS AT THE END OF THESE SPECIFICATIO6. ' THE POLE SHAFT SHALL BE PROVIDED WITH A A• x 6• FLU94 HAND MOLE NEAR TIE BASE AND A 00TO41NG METAL COVER SECUEO WITH STAINLESS STEEL SCREWS OR BOLTS. ALL TENONS SHA`- BE FACTORY INSALLED A C ALL WELDING 9MLL BE COMPLETED PRIOR TO GALVANIZING. ALL SIOIAL POLE FOROATIONS SMALL BE CONSTRCTEO TO PROVIDE TIE POE ORIENTATION NOTED IN THE PLANER. THE IRE SML_ BE A034TED FOR PLUMB AFTER ALL NEEDED SIOWL EOIIRENT NAS BEEN INSTALLED THEREGM. ' b20.3(la) SIGNAL SYSTEMS (SUPPLEMENTAL SECTION) ALL SLOW. CONDUCTORS SNRLL BE STRANDED CDEPER AD SHALL HAVE 600 VOLT TH INRLATION AND BE OP THE SIZES NOTED ON THE PLANS. ALL WILTS-COO_CTMS t6ED FOR THE S104AL SYSTEM SMALL CONFORM T. DIVISION 9-29.3 WKI SHALL BE DE THE SIZES NOTED ON THE SIGNAL WIRING SCECLE AID WIRING DIAGRAM. ' ALL STRAMED WIRES TERMINATED AT A TERMINAL BLOCK SKLL NAVE AN OPEN END, CRIMP STYLE SOLERLESS TEWAGNAL CONNECTOR, AND AL SOLID WIRES TERMINATED AT A TEAN[NAL BLOCK SWILL WAVE AN OPEN ENC SDOEIED TERMINAL C%ECT(p. ALL TERMINALS 94ALL BE INSTALLED WITH A TOO DESIGNED FOR THE ' INSTALLATION OF TE MRRECT TYPE OF CONNECTOR AND CRbPIMG W: NOT BE ALLOWED. M PLIERS. WIRE CUTTERS, ETC., WALLOWED. ALL WIRING INSIDE TE C04YRMLER CABINET SHALL BE TRIMMED AND CABLED TOGETHER TO MAKE A MEAT, MEAN APPEARING INSTALLATION. NO SPLICING 7 ANY TRAFFIC SIOWL CODACTOR SMALL BE INDICATED PERMITTED UAE55 OTHERWISE ON THE PLANS. ALL CONOICTOR RUNS SMALL BE ATTACHED TO ' APPROPRIATE SIONY TERMINAL BDPIDS WITH RESSRE TYPE BINDING POSTS. THE ONLY EXCEPTIONS SHALL BE THE SPLICES FDA DETECTOR LOOS AT THE NEAREST 1►CTION BOX TO THE LOOPS. ' 8-20.3(1a)D TEST FOR SNOICTION Q AD LEAD-IN CAMS (ADDITIONAL SECTION) THE CONTRACTOR S M%LL KEEP RECORDS L" FIELD TESTING AND SMALL FL/W1SH TIE ENGINEER WITH A COPY OF ' THE RESMATS. 9-20.3(1&)E SIOA; STANDARD (RED AEMENT SECTION) THE CONTRACTOR SHWLL FURNISH AND INSTAL. TRAFFIC SIGNAL 5TRDARJS IN ACCORDANCE WITH THE METHODS AD MATERIALS NOTED IN tit CONTRACT PLANS AND THE% SPECIFICATIONS. t 5N01wNntal Specifications (ReY 01/27/S6) PA9e 45 ALL PRE DIMENSIONS AID ,ORIENTATIONS WILL BE VERIFIED By THE ENc1NEE BR R PRIOR TO FABRICATION. ' ALL ENTRANCES REQUIRED FOR POLiXIM ED SIGNAL NEA115, CABINETS, SIDS. PEDESTRIAN PUSH BUTTON ASSD&IES, ETC. SNPLL BE FIELD DRILLED. ' 0-20.A HEA9JNEMDV (om.. SECTION) NEASlAE1ENT FOR Tp4CNCH AND BACITILL BILL BE BY THE LINEAR FOOT, MEASUREMENT FOR SELECT TRENCH SACITILL BILL BE BY THE TON. MEA9A T FOR SIGMA, STANDARDS AND SIGNAL CONDUCTORS WILL BE BY PER EACH AND PER LINEAR FT/LUP SW. PLACE.FPEM FOR iDUDATIDS - CONCRETE, WILL BE Of THE UNIT FOR EACH TYPE SPECIFIED. COMPLETE IN NEASUENENT FOR CODUIT BILL BE By THE LIMEW FOOT, t WA9MEIENT FOR OACTION BEES, BILL E By THE {MIT FOR EACH TYPE SPECIFIED, MWLETE IN RACE. WASUENENT FOR L104T STANDARDS, BILL BE By THE WIT PER EACH, Cowt.ETE IN RACE. ' 8-20.3 PAyHENT HREPLACEIENT SECTION) ' PAYNBNT BILL BE MADE URMz 1) *TRENCH AND SAWILL, RIDE, __GEE'", , 2) •SELECT TRENCH BAWILL•, Per Ton. Car LSNrar foot. THE NALLING AR WIT CONTRACT PRICE FOR TRENCH AND SAWILL PER LINEAR FOOT SHALL BE FLLL LgiENSA BAOO'lLLLLING NO YAWING BAC 'IDN FOR IIVA7ING, LOADING. D OTHERWISE DISPOSING OF THE WASTE MATERIALS, FOR , 16ILL MATERIAL AD FOR THE RESTORATION OF THE TIEICTI AS SHOWN ON THE PLANS OR AS DIRECTED BY THE ENGINEER ALL IN ACCINVANCE BIT" THESE SPECIAL PROVISIONS AND THE STANDARD PLANS AND SPECIi7CATlONS. , S) • FOUNDATION" PER EACH A) 'CODUIT, P.V.C., SCHEDULE 40, • Per Lin. Ft. S) •CODUIT , P.V.C„ SCIEDULE B0, • Per Lin. Ft, , A) 'OESION AMCTION BOA-, PEA EACH. 7) •STREET LIGHT STANDARD _-, PER EACH. B) 'SIGNAL STADAp7, TYPE •PER EACH , 9) 'DETECTION LOON RETURN CABLE, 2/C' SHD.' PER LINIAL FOOT 10) ^S'ELDEC PE-ENPTIW CABLE, 3/C SW' PER LIN. PT. 11) 'SHIELDED INTERCONNECT CABLE, APR• PER LIN. FT. 12) 'TRAFFIC SIGAL WIRE' PER LRAP SW. ' 13) "INDUCTOR LOOP VEHICLE DETECTOR SAW CUTTING.- PER LINIAL FOOT. SITHE WAWLIi SCOTTKTEM RACT PRICE PER E W SIGNL STANDARDS AD PER LIN. FT./LUW P S ON TRAFFIC WIRE BILL BE RACHA.L CGAPCSATION FOR iUNSHIND AND INSTALLING THE STA MM AND WINE AHD FOR ALL OTHER MATERIAS, TORS, EG)IPENT NECESSARY AND/W INCIDENTAL TO THE INSTALLATION AS PER THE CONTRACT PLANS AD THESE SPECIFICATIONS. S'0'H Lnta1 Soecl Fi.^etions t (Rey 01/27/86) Peg, 46 ' B-u EMIB6+T PBWBIOGS ' 0-22.1 DESORIPTI(N (PARTIAL REPLACEIENT SECTION) SNIP CENTER 5TR1PE - DELETE AND REPLACE WTT.:; t A BAp(EN YELLOW LINE A IND£S WIDE. THE MOOD4 ORI1N1T CONSISTING OF A l0-L00T LINE AND 15 FOOTP. S(IP'SKIPCENTER SSTNR7IS� BASED OH A 25-LONE DELINEATION ON A TWO LAW TWO WAY RDADWAY. OSED AS CENTER LINE DOWBLE r;LOM CENTER� STRIPE - ALETE AND REPLACE WITH: TWO „)LID YELLpW LINES, EACH A STRIPE INMS WIDE, SEPARATED BY A a INCH SPACE. ODIBLE YELLOW CENTER IS ISM AS CENTER LINE DELINEATION ON WLTI-LW, Y Y No FORDAMELIIATION. p-BRp10 EDGE STRIPE - DELETE DIRE STRIPE - DELETE AND REPLACE WITH: APPROALANES, F STRIPE _ A SOLID MIINo C LINE, 6 INCHES WIDE, USED TO DELINEATE TORN LANES FROM THRDNGn LANES, FOR TRAFFIC lSLA'75 AID CROSS NA$H WNARKS LANE STRIPE - DELETE AND REPLAX WISH: A WOKE N WHITE LINE, a INC£S WIDE, USED TO DELINEATE ADJACENT LANES TRAVELING IN THE SANE DIRECTION. THE BROKEN OR -SKIP" PATTERN SHALL BE BASED ON A 25 FOOT UNIT CONSISTING OF A 10 FOOT LINE APO 15 FOOT GAP. No PASS STRIPE: DELETE REVERSIBLE E L-STRIPE- DELETE TWO WAY LEFT TON STRIPE DELETE AND REPLACE WITH: A SOLID YELLOW LINE, A "ONES WIDE, WITH A BROKEN YELLOW LINE, A INCHES WIDE, SEPARATED BY A n INCH SPACE. THE BROKEN OR -SKIP' PATTERN WILL BE BASED ON A 25 FOOT UNIT CONSISTING OF A 10 7 FOOT LINE AND A 15 FONT SPACE 9SEE DETAIL SHEET), BARRIER STRIPE - DELETE AND REPLACE WITH: A SOLID YELLOW LINE, 18 TO 24 INCHES WIDE. ' CROSANY.K STRIPE - DELETE AN` REPLACE WNTH: A SOLID MITE LINE, 12 INCES WIDE, INSTALLED PARALLEL TO ANOTHER CROSSWALK STRIPE WITH AN 8 ' FOOT SPACE IN BETWEEN THE LINES. STOP BAR - DELETF Am REPLACE WITH: ' A SOLID WHITE LINE, IN WlD1M5 OF 12, 18 AND2A INCHES.CONTRACT BANS. THE WIDTH SHALL BE INDICATED ON THE TRAFFIC ARROW - DELETE 40 REPLACE WITH: ' A SOLID WHITE NARKING CONFONIM: TO CONTRACT PLANS Alp DETAIL SHEETS. TRAFFIC LETTERS - REPLACE WITH TRAFFIC LEGEND A WHITE NAA(IND USING ALPYM T DELETE AND REPLACE WITH: ICAL LETTERS - SEE CONTRACT PLANS MD DETAIL SLEET, CYCLE DETECTOR _ DELETE ' SN(pl~:al SDeci Ficatims (Rev 01127186) Page 47 M-22.3(5) TOLERANCES FOR LINE STRIPES (REPLACEMENT SECTION) ' ALLOWABLE TOLERANCES FOR STRIPES AM AS FOLLOWS: LENGTH LF STRIPE - THE LOIGIttIDINRL NCCIMILATIVE ERR"R WITHIN A 25 FOOT LDCTH ON SKIP STRIPE , SWLL NOT EXCEED PLUS OR MINUS ONE INCH. WIDTH O STRIPE - -E WIDTH OF STRIPE 90LL MDT VARY NONE THAN PLUS OR MINIS 1/A INCH. B- ,3 6 PAINTAIMITC STRIPE LINES RENOVAL (NEW SECTION) ' METE -HEM ON THE PLANS OR DIRECTED BY THE ENGINEER, THE CONTRACTOR SHALL WEN DVE ALL OLD ' WELICTING STRIPES OR LINES. 0-22.4 NERSEENENT (REPLACEMENT SECTION NEASUIREMENT SNNLL BE BY THE LINEAR FOOT FOR A INCH WIDE SOLIO STRIPE, WITH ID OEDIICTION MADE FOR , THE SNIP BETWEEN THE STRIPES MEAStREp. 6 INCH MID: SOLID STRIPE, 12 INCH WIDE IRDSSWALK, BARRIER STRIPE, STOP BAR, TRAFFIC ARROWS APO TRAFFIC LEGEND "OLy. PER EACH. NEAgpEIENT FOR ALL ITEMS 'SHALL BE COiLETE IN PLACE. WEASUENENT FOR PAINT/PLASTIC STRIPE LINE REMOVED, WILL BE BY THE LINT-:. .'DOT OF WIDE LINE , S-22.5 PAYMENT (REPLACEMENT SECTION) PAYMENT SHALL BE NADE ODER: , 1. Telntad A• Wide Solid Stripe- Per Linear Foot ' 2. "feinted 6" Wide Solid Stripe" Per Linear Foot 3. "Painted " Wide Barrier Stripe" Per Linear Foot A. Tainted 12" aloe Crosswlk" Per Linear Foot S. -Painted " Wide Stop Bar" Per L1Mar Foot ' 6. Tainted Traffic Arrow" Par Each ). Tainted Traffic Legend a Per Each 0. -Plastic 12" Wide CrosSwAlk" Par Liner Foot , 9. "Plastic_Wide SLOP Bar" Par Linear Foot 10. •P1aStiC TrafflC Arrpa" Per Each 11. TPIASUC Traffic Legend_" Per Each ' 12. "Raoval Of Paint Line_-Wide- per Lin. Ft. 13. "Removal Of Plastic LIM—"Hide" per Lin. Ft. 9-03 FAVIDGITES , 9-03,30 AGGREGATE FOR GRAVEi BASE 'PARTIAL REP ACEMEN` SECTION, ' ADD TO PARAGRAPH , SENTENCE ; ..except thAt in no case shall the unlm.n site eNceed eight (BI inches. REPLACE PARAGRAPH i WITH; ' Greve: Base shall meet the folloeing requirements for grading And amity WeRRM placed in hauling vehi;ies for Oelivery to the roeoeay, trench or doing rwwf&etWg jhd Placement into ,a tWVCrarY Stpt"pile. The e.acL point Of acceptance .ill 0e dete winey By the Engineer, GRAVEL BASF. GRAVEL BASE , CLASS A CLASS B Passing I/A" 51eve 251 min. 254 min, TS% me.. 75% Mg. , Supleemental Scecific6tions (qav 01/27/06) Page AO ' 9-C3.10 gRrj JEO Passing U.S. No, 200 9B fax, la sax. Steve (fat Sifting) Passing 1200 (Net Slating) 2/3 tax. 2/3 rs, Passing HN10 (Sane Equivalent) 50 min. 30 min, 943.12(1)A CLASS A (gp%ACEWNT SECTION) (RAVEL IREME TS FOR SECTION FOUNDATION, CLASS A. SW4L CONSIST OF Coj%a MATERIAL AND SHALL COFORN TO THE REQUIREMENTS SECTION 9-03.9 FOR BALLAST. 9-03.12(1)9 CLASS B (REPLACEIENT SECTION) BACXF GRAVEL FOUNDATIONS. i(R LASS AI NS.UNLESS SS AP WG IS NOT AN ACCEPTABLE SUBSTITUTION FOR GRAVEL 5,LWILL FOR FOI9[xTIOd, CLASS A, UlFSS AggpyE)r IN WRITING BY THE ENGINEER. IF APPROVED THE GRAVEL B-03-10 FOR FOUNGATE FOR G CLASS B, SYLS CA. TO THE REQUIREENTS OF 9-13.1MC ORPDING N OR I 9-07.10 AGGREGATE FOR GRAVEL BASE, CLASS A. 943.12(3) GRAVEL &ACKFILL FOR PIPE BEDDING (PARTIAL REPLACEMENT SECTION) REPLACE SENTENCE 1, PARAGUPP. 1 WITH: GRAVEL WITILL FOR PIPE BEDDING SHALL CONSIST OF PEA GRAVEL. ADD: NEN APPROVED IN WRITING T OV gU F)GINEEN,GRAN OTHER CRUSNEO, PROCESSED OR NATURALLY OCCUtRIHC PIK BEDLAR NATERIIa. HEFTING TIE REpU]At3HEirt5 LfSTED ABOVE CM BE USED AS (RAVEL BACWILL FOR IPIPE REDOING. 9-03.14 GRAVEL KF400 (REPLACEMENT SECTION) IGRAVEL BORROW SYAL CONSIST OF CLASS A OR CLASS B GRAVEL BASE CONFORMING TO iNE REQUIRE S/ENT OUTLINED IN 9-03.10 AGGEGAfE FOR GRAVEL BASE ' 9-05 ONAIWa STq;TUES, CILWEWS AND CONDUITS 9 25,1 DRAIN PIPE (PATTIAL REPLACEMENT SECTION) DELETE: ALL REFERENCE TO AN ALWIN.M COATED (ALONINIZED) CORRUGATED IRON OR EL GRAIN PI THIS SECTI PE FRDN ON. 9-05.3(1)A END DESIGN (PARTIAL REPLACEMENT SECTION) DELETE SENTENCE 2 PMAGiAPN 1 9-05.10 STEEL STORM SEWER PIPE (pAp,:k REPLACEMENT SECTION) REPLACE: 'TREATMENT 5• WITH -TREATMENT 1. 9-03.11 AL SMA STORM SEWER PIPE (PARTIAL REPLACENENT SECTION, DELETE: ^except tnot prott,tive coating SM5II be Tlfatwt 5•. 1 Sup:Amantai Specifications (Aft 01:27/86) Page 49 9-05.12 PVC SEWER PIPE (PARTIAL WPOCOE47 SECTION) OE.ETE: PARAYIAPN 1 ' AID. TE IBEINUN LENGTH OF INK PIPE SECTIOG IMO UWl K 12 FEET. , 9-05.13 OCTILE IRON SEVER PIPE (PARTIAL REPLACOENT SECTION) DE,z TE PARAGR H I 9-29 011FOAATIGN, SLOKS, EL rmcoR , 9-29.1 CONDUIT (RFpLACENW SECTION) THE COMMIT P,v,C. - NON.aETALLIC SN1LL CONFORM TO ARTICLE 347 OF TE CODE NO %$IN STANDDARD`. THE CODDII SMALL BE K THE TWO TYPES 'NDMATED BEIAA: (1) SCNEDIEE 42 EXTRA NEAVV WALL P.V.C. MWINKING TO ASTN STANDARDS. , (2) SCHEIXT.E 40 HEAVV WALL P.V.E. COFOMING TO AST" STANCiARDS. ' 9-29.2 A NCT10.BOXES (REPLAWENT SEC110%) .LETION BOXES SNA..L BE KINFORCED CONCRETE WITH STEEL FRAME ANDOEC IN PLACE 00 STEEL COVER ' PLATE (DIAMOND PATTERN) AS INDICATED ON OETAEL SHEETS. THE INSCRIPTIO6 ON THE COVERS OF THE ,AMCTTON BOXES 94A L BE AS FRL015; , (1) SIGNAL OKv: `SION45" (2) STREET LIONTINO OKV: YIGWINNG- (3) TTWfIC SIGNAL AM STREET LIGNTINC FACILITIES: 'IS-LT. THE ABOVE INSCRIPTIONS AALL NOT BE NIG/ER TNOW THE TOP 9.APACE OF THE UWER PLATES. ' 9-29.3 CONOOCTORS. CARE (PLEA 8Mnt SECTION) ' ALL SIGNAL CO"TORS AS INDICATED ON THE PLANS 994L BE STRNOEC COPPER 00 SHALL ENSLOv E00 VOLT TW t%%LAT ION OF T{ SIZES NOTED ON TE P.". ALL NNLTI COOICTORS LGEO POR TE SIGNAL SYSTEM SOLI CTIKOM TO APPLICABLE NWOVISIOR CONTAINED IN tit STANDARD SPECIFICATIONS AID 90" BE OF THE SIZES NOTED ON THE SIGNAL RIRING OZAORM. THE 2/c CABLE INDICATED FOR TE DETECTION LOOP RE?LM.CABS SHALL BE A SPECIAL COMtl/CA': CABLE. MIS CARE BALL BE BELDEN, O FLOFOIL 0720. Ot EfAAL, WITH FIA ANG CONOICTORS STROP a 27). THE CABLE SMALL HAVE PM ETN&M INUAM0 COPPER COOOCTORS. AN N.WPAM PO.TE SHIELD, A Tt"O CAPER DRAIN WERE 00 A ONRLE VINYL 3AMT. , TE 3/c SHIU DE PK- EAPTION DETECTOR CABLE 94ALL BE SSA F13B CARE OR EXIVALE3/T, THIS CABLE WILL RI►N FROM THE OETECTOR U4T TO THE CONTRML ER CABINET 40 NO SPLICES PILL BE A.LOEC. SwlwaNtal SNNcl Flcatiom (WAY 01J27/66) P%p Y , ' ".3 WINED THE WIELDED COMMURICATIMr,1104AL INTERCONNECT CWE WALL MEET THE FOLLOWING: 1. aPG=TORS: SOLID, SOFT DR/M1, ANNEALED COWER, SIZE 19 AVG. 2, INSULATION: SOLID, VIRGIN NIGH DENSITY POLYETHYLENE OR POLYFRAPYLEIE WITH TELEPHONE ' BINDUSTRY COLOR CODING. 3. CABLE WEE ASSEMBLY: INSULATED CODUCTW4 ARE TWISTED INTO PAIRS WITH VARYING LAYS (TWIST LENGTHS) TO MINIMIZE CR055 TALK AID MEET STRICT CAPACITANCE LIMITS. A. WHIELCING: A CORRJS' ION/OXIDATIO RESISTANT TINTED ETHYLENE COPOLYMER COATED (BOTH SIDES) ' .OW' TNICK WRRRIATEO ALUIMM TAPE SHIELD IS APPLIED LONGITUDINALLY PITH OVERLAP TO POVIDE LOW ELECTRICAL SHIELDING COVERAGE. A .005 rXgPF,ATED TAPE APPLIED IN INC SAME MANEP IS ACCEPTABLE. S. OITEP }AC'IET: A BLACK, LOU DENSITY HID,MREDL0 NEIGH' VIRGIN POLYETHYLENE (C04KkPi D TC W:THHSTAO SULIOHT, TEMPERATURE vAPIATIOS AMC OTHER EVVIRD4ENTAL CONDITIONS PLUS ABLSL CURING INSTALLATION) IS ExT1PDEC OVERALL TO POVIDE A CONTINUOUS COVERING. 6. FOOTAGE MARKINGS: FOOTAGE MARKINGS HOST BE PRINTED SEQUENTIALLY A MINIMUM OF 2' ALONG THE OUTER JACKET, 7. FILLING: THE ENTIRE CABLE WITHIN THE OUTER JACKET IS FLOWED NIT, PETROLELM.POLYETHYLEME GEL FILLING COMPOUND IMMLOING THE AREA BETWEEN THE OUTER JACKET AD THE SHIELD. EACH WIRE SHALL BE "MEREO AT EACH TERMINAL END WITH A MAW-AIOU►O TYPE Nl6EPING STRIP ACCOOI TO THE SCHEDULE ATTACHED TO THESE SPECIAL PRMISIONS. NG tALL WIPES TEIMINATEO AT A TERMINAL BLOCK WALL HAVE AN OPEN END, CRIMP STYLE SOLOERLESS TERMINAL. ALL TERMINALS 91ALL BE INSTALLED WITH A TOOL DESIGNED FOR THE INSTALLATION OF THIS TYPE OF TERMINAL AND CRIMPING WIN PLIERS, WIRE CUTTERS, ETC., WILL NOT BE ALLOWED. ALL WIRING INSIDE THE CONTROLLER CABINET AD 4T INTEREOIATE POINTS WALL BE TRIMMER AND CABLED TOGETHER TO MAKE A NEAT t AND CLEAN APPEAPIHG INSTALLATION. NO SPLI_ING O ANY TRAFFIC S104AL CGDUCTOR %ALL BE PER417TED LLESS OTHERWISE INDICATED ON THE ' PLANS. ALL CONDUCTOR RlA6 WALL BE PULLED TO THE APPROPRIATE SIGNAL TERMINAL COMPARTMENT BOARD WIN PRESSURE TYPE BINDING POSTS. THE ONLY EXCEPTIONS WALL BE THE SPLICES FOR DETECTOR LOOPS AT THE NEAREST JUNCTION FOX TO THE LOOPS. THE CONTRACTOR WALL PROVIDE AND INSTALL ALL THE NECESSARY WIRING, FUSES AND FITTINGS SO AS TO COMPLETE THE INSTALLATION OF THE SIGNAL AND"GMING EQUIPMENT AS SHOWN ON THE PLANS. ALL 94TERIALS AD INSTALLATION METHODS, EXCEPT AS NOTED OTMOwSE MERLIN, WALL COPY WITH APPLICABLE SECTIOS OF THE NATIONAL ELECTRICAL CAE. ' INSTALLATION OF ALL WIRING WALL CONFORM TO APPLICABLE PROVISIONS CONTAINED IN THE STµDARC SPECIFICATIOS EACEPT AS SPECIFIED HEREIN. CONDUCTORS bD CABLE WALL CONFORM TO THE APPLICABLE SPECIFICATIONS 45 FOLLOWS: ' (1) UNLESS OTHERWISE NOTED, ALL ELECTRICAL CO(AXTORS WALL BE APPROVED STRANDED COMER CONFORMING TO APPLICABLE PORTIONS OF ASTM STANDARDS. INSULATION WALL BE 600 VOLT PLASTICICEO ' POLYVINYL CHLORIDE, POLYETHYLENE. OR CEMICALLV CROSS LINKED POL YETHYLE7E, COF-ft O 70 APPLICABLE PORTIONS Or ASTM STANDARDS. POLYETHYLENE COMPOUNDS WALL NOT BE USED WHERE EXPOSED TO SULIO,T. THE MADE INSULATION OF CODE THICKNESS WALL BE JSEO. 1 t SDI~tA1 swi Yltetims (Rev 01/27/86) P40 fI 9-29.5 COHTIWFD , (2) Ia1T1-CMCTOR CABLE 94ALL BE USED FOR TRAFFIC SIO C41TROL, sM 9NLL BE BATED TO OPERA ' ON 600 VOLTS. INDIVIOWL CONOCTORS 9RALL BE STRANDED CORDER, SH&L BE IWSLATED WITH A MINDAAH O 45 MILES PLASTICIZED POLYV31rYL CHLORIDE COSOAD, OR APPROAED EQUAL, AND 9NI1 BE COLOR COOED AND OF SIZE LISTED IN TABLE BELOW. THE INDIVIDUAL ('ODACTORS 94ALL BE COOED AND OF SIZE LISTED IN TABLE BELOW, THE INDIVIDUAL COEXCTTRS SHILL HE CABLED TOGETHER WITH CABLE TAPE AND ENCASED IN A ' POLYVINYL CHLORIDE SHEATH 75 NILS THICK. INSULATION SWILL CONFORM TO APPLICABLE PORTIONS O W. STADARC APPLICATIONS. AWG , am. Strands CIRCUIT Ph�te Signal deeds.... A G14 ��- Red. Yell w, Green SSlloe lA 19/27 Red, Vella., treen None ' A' 14 19127 Red, Yellow, Green White-White B 10 19/27 Red, yellow, Green Black B' 14 19/27 Rod, Yellow, Green Black-Bloc. ' C la 19127 Red, Yellow, One, White Signal. Coe, 12 19/25 White None Control Can. 12 19/25 White Block or Green ' Detector........ A,B,C 12 19/25 Black None Con. 12 19/25 White None Spare........... .... 14 19/27 Rod, Yellow, Green Blue Flashers........ .... 12 19/25 Block None ' Servi.......... .... 10 19/27 Black None Alternate..... .... 12 19/25 Bloc. None Neutrals ' (rot 115ted H.. .... 10 19/25 White Mone Alternate..... .... 12 19125 White or Green NKne MIlti-Cau¢tor cable shall be assaapled as per the following typical Illuatratlons: ' a) 2 Conductor -- 2 No. 12 AVG, 19/25 Strew, consisting of 6 black and white coroctor. b) 5 CpbdStat -- 1 No. 12 AVG, White; 1 W. 12 AMC, white -It?`. green or black stripe; and 5 ' NO. 14'S Cpn915ting of Phase A. C) B Conductor -- 1 No. 12 ANG, white; 1 No. 12 AWG, white green or black stripe; and 6 No. lA-s Consisting of Phase A and B. ' d) 11 CoaoYtor -- 1 No. 12 AVG, White; 1 No. 12 ANG white with green or black stripe; and 9 NO. 12's consisting of Phase A. B an0 C e) 2O COHOuctar -- I No. 12 AVG, white; 1 NO. 12 AND, White with green or bleak strip; and 18 W- IA'A Consisting of Phase A, A', B, B', C And Spare. , WIRING WI_; BE AF00NGED SO THAT C06:WKTIONS O THE ABOVE CABLE ASSEMg IES SMALL BE USED. WITH THE EXCEPTION ON TYPE 10010 INSULATION, THE MINI" INSULATION THICMNESS rOR ANY ELECTRICAL ' C0"TOR SMALL BE 5/64 INCH AND THE MINIM" AC2PTABLE. ;NSLIATION THICKNESS SMALL REFER SO.EY TO THE THICKNESS OF THAT INSLATION IMEDIATELY ARD,ND ANY CONE CTOt SHC EXCLUDING ANY SHEATH OR JACKET THICNEESS. , INDUCTION LOOP DETECTORS SMALL BE INSTALLED IN A SAW-CUT IN THE PAVID"T BY THE CONTRACTOR WHEq INDICATED ON THE PLANS OR AS DIRECTED BY THE EMG:LEER, THE WIRE TO BE USED IN THE INDUCTION LOOP 1 SWILL BE ND. 12 A.W.G.. TYPE USE, RNF OR RMN INSJ_ATION. SEE DETAIL SHEETS. 9-29.4 MESSENGER CABLE FITTINGS - DELETE ' 9-29.5 POLE LINE HARDWARE _ DELETE Suolemental Specifications (Rev 01/27/86) Page 52 1 9-29_6 LIGNf S7NpAg05 (RE ACpp1T SECTION) " LIGHT STANDARDS SMALL BE SPIN ALUPINAN IN ACCORDANCE DETAILS SHOWN IN THE PLATS, AS SPECIFIED IN THE TECHNICAL PROVISIONS AND AS QjTLIPED HOREIN. 9-29.6 1 TIMER LIGHT STANDARDS. TINDER STRAIN POLES TIMBER SERVICE SUPPORTS - DELETE 9-29.7 LU INAIRE FUSING MD ELECTRICAL 91KCTIONS AT LIGHT STANDARD BASES (REPLACEMENT SECTION) t ELECTRICAL DISCONECTS SMALL BE INSTALLED AT ALL LIGHT STA/DAAG BASES. FUSE MXOERS SHALL BE WATEPROOP, WICK DISCONNECT TYPE, S.E.C. OR APPROVED EWAL FUSED QUiCN DISCONNECT NITS SMALL PROVIDE WATERPROOF IN LINE FUSE PROTECTION. ALL MNECTIONS SMAL_ BE CODE WITH COMPRESSION ' FITTINGS. UPON DISCONNECT, THE FUSE SWILL ROMIN IN THE LOAD SIDE OF THE KIT. THE 'USES bhALL BE LOCATED IN TWO LOCATIONS, THE FIRST BEING fN5I0E THE PAND HOLE AT THE BASE O THE POLE AND THE SECOND BEING PROVCGEG FOR THE C04PLETE STREET LIWT SERVICE (IF SPECIFIED) SHALL BE LOCATED IN A TYPE •0- OUETION BOX AS NEAR AS PRACTICAL TO THE ELECTRICAL UTILITY COPANY'S VAULT OR POLE (SOURCE OF POWER FOR THE SYSTEM). FUSES FURNISHED FOR ALL LIGHTING CIRCUITS SHALL BE CAPABLE OF HADLING THE OPERATING VOLTAGES OF THE CIRCUIT INVOLVED AND SMALL HAVE THE FOLLOWING ' (MAIRCTERISTICS: 1. FUSES SHALL BE CAPABLE OF INDEFINITELY SUPPORTING 1101 OF THE RATED LORD. ' 2. FUSES SMALL BE CAPABLE OF 9PPORTING 15S% OF THE RATED LORD FOR APPROXIMATELY ONE HOUR. 5. A LOAD OF 200% OF RATED LOAD WILL EFFECTIVELY CAUSE INSTANTANEOUS FUSE. BLOWING OF THE 1 A. FUSES SMALL BE RATED AS LISTED BELOW AND 94ALL BE SIZED TO FIT THE FUSE CONTAINERS FURNISHED ON THIS PROJECT, ACCORDING TO THE MANUFACTURER'S RECOMMENDATIONS ..EREFOR: LUHINAIRE SIZE SERVICE VOLTAGE 240V 1,000 W 15A 400 W IDA 250 N 1DA 200 W 1DA 175 0 10A ' 150 N 10A IOC W 1DA ' S. FUSES SMALL BE LA. L:STED 9-29.0 PAST ARMS, CROSS ARMS AND TIE ROD - DELETE 9-29.9 BALLAST TRANSFORMERS (REPLACEMENT SECTION) BALLAST FOR HIGH PRESSURE SODIUM VAPOR LAPS SHALL BE DESIGNED TO PROPERLY OPERATE IOC WATT $54, 150 WATT S5% 200 WATT S66, 253 WATT S50, ADO WATT S51. BALLASTS FOR H.P. SODIUM VAPOR LAMPS SMALL BE AN INTERNAL 240-VOLT REGl.LATOR-TYPE (HIGH POWER FACTORI, THE BALLAST SMALL BE PRE-MIRED TO THE LAP S(IOO:t AND TERMINAL BOARD. THE BALLAST SMALL HAVE AN 1 ALLOWABLE VOLTAGE VARIATION OF LESS THAN 10%. NO CAPACITOR, TRANSFORMER, OR OTHER DEVICE SMALL EMPLOY THE CLASS OF CONPOADS IDEN T:FIE,' 0.5 PYCLORINATED BIPENYLS (P.C.S.) AS DIELECTRIC, COOAAWS, OR FOR ANY OTHER PUAPasI. EACH tBALLAST SMALL HAVE A NAME RATE ATTACHED PERMANENTLY TO THE CASE LISTING ALL ELECTRICAL DATA. SUDl~ta1 SpWC1f1CWL1mX (ROY 01/27/66) PADW JJ 9-29.10 LMINAIRES (RIPLACEIENT SECTION) ALL LWIMAIRES SHALL BE OF THE DISTRIBUTION TYPE MO WATTAGE INDICATED IN THE A_ANS. ' LUMIWIRES SHALL HAVE A CAST.ALIMINM HObINO PROVIDING FOR A SLIP-FITTER TYPE MOWTING AND CAPABLE OF ADAPTING TO A 2-IKH DIAMETER PIPE TEMON. LUMINAIRES SHALL BE OF THE COBRA HEAD STYLE WIN AN OVATE REFRACTOR (DROPPED LENS) FOR ARTERIALS AND A CLEAR FLAT LENS FOR AESIDENTIAL ROADWAY APPLICATIONS, THE LWIRAIRE SHALL INCLUDE THE POWER DOOR FEATURE. ' :HE LHMINAIRE SMALL HAVE A GASKET BETWEEN REFRACTOR AND REFLECTOR, A GASKET OR FILTER MATERIAL SHALL BE PLACED BETWEEN THE LAW SOCKET AND THE IEFLECTOi ' THE MWFACTURER'S MAW OR SYMBOL SMALL BE CLEARLY MAIWED ON EACH LUG` 14E. EACH LLMINAIRE SHALL WAVE A WEATHER.RESISTANT, ANSI-ARPRWED DECAL 10 THE BALLAST HOUSING i SO AS TO BE READILY VISIBLE FROM THE IRQAE, THE DECAL WALL BE AMMWI:IMATELY THREE INCHES SM ARE AND THE LEGEND SWU.L BE A MINIMUM OF TWO DOES IN HEIGHT, TOE DECAL SHALL BE GOLD IN COLD! WITH ' LARD WATTAGS INDICATED BY THE FOLLOWING NAERICAL LEGEND; 7 FOR 70 WATTS 25 FOR 250 WATTS IZ FOR 40D WATTS 51 FOR I10 WATTS 15 FOR 150 WATTS 40 FOR 406 WATTS 17 FOR 175 WATTS 70 FOR 700 WATTS 20 FOR 200 WATTS Kl FOR 1,000 VAT ' ALL LUMINAIRES SHALL HAVE THEIR COMPONENTS SECUED TO THE LMINAIRE FRAME WITH STAINLESS STEEL HOMING HARDWARE (NUTS, BOLTS, MASHERS, WHINGES, ETC.). THE HOUSING, COMPLETE WITH INTEGRAL BALLAST, SHALL BE , WEATHER_T1GHT, 9-29.11 CONTROL EQUIPMENT (REPACEMENT SECTION) , LRIESS SPECIFIED OTHERWISE, ILLUMINATION CIRCUITS WALL BE CONTROLLED BY A CO91NA710N OF PHOTOELECTRIC CONTROLS AND LIGHTING CONTACTORS AS NOTED IN THE CONTRACT, ' 9-29.11(l) TIME CLOCK CONTROLS - DELETE 9-79.11(2! PHOTOELECTIC CONTROLS (REPLACEMENT SECTION) ' PHOTOELECTRIC CONTROLS SHALL BE PLUG-IN DEVICES, RATED TO OPERATE ON In VOLTS, 60 HZ, THE RgTO-CELL SHALL BE A SOLID STATE pEV10E WITH STABLE TLAW-ON VALUES IN THE tEWEgaTUME RANGE - 55 ' OEM$ C TO .70 DEGREES C. THE PHOTOCELL SHALL BE MOUNTEO EXTERNALLY ON TOP OF THE LLMINAIRE. IN A CONTACTOR_COITROLLED SYSTEM, THE PH OTO.CELL TO CONTRA THE SYSTEM SHALL BE HOINTED ON THE LLMINAIRE NEAREST TO THE SERVICE/CONTACTOR CABINET. THE PHOTO-CELL WALL BE CAPABLE OF SWITCHING 1,000 WATTS OF IKANDESCENT LOAD "W" AS MIN. ' i 1 1 w botat swtfi CAtl00s (AWV 0I/27/66) P" 54 , 1 9.19.12(1) ILLUNINATION CIRCUIT SPICES (REPLACEMENT SECTION) tALL SPICES AM TMS SHALL BE MADE USING SODE&ESS CRIMP COMECTORS ON tADEROip,AD CIRWITS TO SECURELY .LOIN THE WIRES BOTH MEOANICALLY AD ELECTRICALLY. ALL Si10E5 FALL EMPLOY WO-w EPOxr RESIN FELLED IN CLEAR PLASTIC NlDS TO FORM A WATER TIGHT SEAL. ALL MATERIAL USED IN THE SPICE KIT SHILL BE COMPATIBLE WITH THE WIRE AD ITS INSIULATION AS USED IN THE LIOrtING SYSTEM. ' 9-29.13 TRAFFIC SIGAL CDMRMAERS (REPALT SECTION) THE WIT FALL OPERATE ON 120 VOLT, 60 CYCLE. SINGLE RASE ALTERNATING DRPFMT AND SHALL USE THE ROW LIKE FREQUENCY AS A TIME BASE. THE TRAFFIC SIGNAL O►RRl1LER SHALL MEET THE REQMWDVaS OF THE NATIONU. ELECTRICAL NNUFACTUREAS ASSOCIATION (NEW) STANDARD RIaICATIONS. COPOOHTS SUCH AS RESISTORS, CAPACITORS. DIODES AID TRANSISTOL 5H1AL.1 BE INDIVIDUALLY REPACEABE UTILIZING APPROVED STANDRRp SOLDERING TEONIOES. INTEGRATED CIA SALL BE MG AD RMtED 2N SOOETS FALL BE EASILY REPLACEABLE WITHIB/T SOLDERING. COMPONENTS SMALL BE STANOW -OFF THE SHELF. ITEMS. THE TRAFFIC SIOMAL CONTROLLER 'HALL BE CAPABLE OF INTERFACING WITH THE NLTISONIC REAL T3ME, MASTER COMNIC MASTER THE CONTROLLER SAu BE CAPABLE OF BOTH OM-LIME OPERATION (CODROL BY THE NETISONlC MASTER COMPUTER) AD STANDBY OPERATION. THE CONTROL SWILL ESTABLISH THE SEQACE OF OWNSIGN PHASES, INO.UDING OVERLAPS, IN COFORN WI1N THE SIGNAL RASING DIAGRAM ON THE PLANS. MEN E OF OPERATING IN EIT THE ON-LINE MASTER COMPUTER (NLTISONIC MASTER) TM( COITRO._ER SA_ BE CAPABLE OF O'ERAiIPG EITHER IN A FIXED TIME MODE OR IN A FU,LY_ACTUATEO NODE WITH VOLUME DENSITY ON EAR+ RASE AS REQUIRED. ALL CLEARANCE TIMMING APO PEDESTRIAN TIMING BALL BE ACCOMPLISHED AT THE LOYAL INTERSECTION. ' 9-29.13(2) FLASHING OPERATICS (REPLACEMENT SECTION) FLASH WIT SMALL BE A TWO CIRCUIT TYPE, CAPABLE OF SWITCHING LORDS iP TO ROOD MITTS PER CIRCUIT ALTERNATELY AT A RATE OF 60 FLASHES PER MINUTE PER CIRCUIT, PUS OR MINMS TWO FLASHES PER AIM:-E. 9.29.13(31 EMERGENCY PRE-EMPTI " (REPACEMENT SECTION) ' EMERGENCY VEHICLE PRE-EMPTION BALL BE FUNISED EITHER AS SEPARATE WITS OR AS MODULES THAT P OIRECTLY INTO A RACK WIRED TO ACCEPT 3-M DISCRIMINATOR T UG YPE UNITS. THE RE-EMPTION SYSTEM SALL BE COPATIBLE WITH THE 3M COMPANY •OKICOM^ SYSTEM WHICH THE CITY OF REN`ON IS CUNEMTLY USING AND SMALL BE CAPABLE OF BEING ACTIVATED By THE SAE TRANSMITTERS, WHEN A PRE{MOTION DETECTOR DETECTS AN EMERGENCv VEHICLE, THE RASE SELECTOR FALL HOLD THE ' CONTRCLLEP IN THE REQUIRED RASE OR ADVANCE DIRECTLY TO THAT PHASE AFTER OBSERVING ALL VEHICLE NO L04GER D THE PHASE SELECTOR SHALL HOLD THE CONTROLLER IN THE RASE SELECTED ONTIL THE DETECTOR NO LOGER DETECTS THE EMERGENCY VEHICLE. MEN THE RASE SELECTOR IS AESPODING TO ONE DETECTOR, IT SAL. HOT RESPOND TO ANY OTHER DETECTOR UNTIL CALLS FROM THE FIRST DETECTOR ARE SATISFIED. INDICATOR LISHTS SHALL INDICATE POWER ON, CALLS BEING RECEIVED, CHANNEL CAVED. SWITCHES SHALL CONTWR SYSTEM POWER AND SIMULATE OETECTOR CALLS FOR EACH PHASE, 9-29.13(4) WIRING DIAGRAMS (REPLACEMENT SECTION THE CONTROLLER CABINET SHALL HAVE A WATERPROOF ENVELOPE WITH A SIDE ACCESS ATTACHED TO THE INSIDE OF THE CABINET ODOR. AT THE TIME OF DELIVERY THE ENVELOPE SMALL ROVE FOR COMPLETE SETS OF t50CWTICS AND NANALS FOR ALL ASSENBLIES AM SIB.ASSEMg IES. ' Sup3NNntal SWIfjmtjmS (Rev 01/2'86) RAW 55 1629.13(6) WIG INTpiE04CE SUPPRESSORS (REPLACFKNT SDLTIGN) ' 4 COMELL-0LBILER RADIO INTERFERENCE FILTER N 10501-1 JO MPS OR EQIIVN-W SHALL E LSE:: TO FILTER THE A.C. ►OIER. ADDITIOI"V, ALL POWER SIVMLIES SHALL HAVE NOISE IMUOTY FRO, OTHER 'DEVICES WITHIN THE CABINET. 9-29.13(7) TRAFFIC-ACTI&TEL, CONTal ERS cMP ACpp/T SECTION) , ALL TIMING FLAETI06 AHD INPUT MO OUTPU Y FEATURES FOR BE FUyY-ACTUATED, 14(9E.OE181Tr OPENATIOM 9MLL PROVIDED IN ACCORDANCE WITH META STANDARDS. CONTROLLER SHALL PROVIDE FDA SETTING EACH TIMING INTERVAL BY MEANS OF POSITIVELY CALIBRATED '<'ttINGS. M TIMING FUCIIOT6 SCULL E ON THE FRONT OF THE CONTROLLER UNIT GN SMALL NAVE HEVBDRD ENTRY AO LIQUID CRYSTAL DISPLAY. FDA THE STANDBY OPERATION THE TRAFFIC SIGN: '0GaM JEA 94ALL 1Nn.0 OE ALL CIRCUITRY EOOIRED TO PRGNIE ALL TIMING AND ALL FUNCTIONS FOR SIGNAL OFpgTION IN A F1ELV-ACTUATED WEEE. STAND WASTE OPERATION 9Y1LL AUTOMATICIEDALLY pCelA HppH OTHE WASTER.PENING OF TTI OPNTERCONNECT ERATION SCUTHE LL FOLLO 1AILLBE OF W MO BE COINCIDENTALI N PHASE TO THAT F►HASE GN EING DI , START OF STANDBY OPERATI . TRMSFEA FROM CO W UTER SI ERVISION 9 SPLAYED AT THE YELLOW. W11 NOT CALL LIPA STARTING 9-29.1J(T IA EHVIF416WAL. PERFOgW10E AID TEST STANDVOS FOR SQ,ID-STATE TRAFFIC 91TRALLERS ' (REPLACEIENT SECTIGN) THE TRAFFIC SIGNAL CONTWOLER ASSEMBLIES, INCLUDING THE TRAFFIC SIGNAL CONTRCLLER, AUXILIARY CONTROL EOUIPMONT AND CABINET SHALL BE SHOP TESTED TO THE SATISFACTION OF THE ENGINEER. TESTING NATO CNECA-OUT OF ALL TIMING CIRCUITS, PHASING AND SIGNAL OPERATION SHALL E AT THE CITY OF RENTGN SIGNAL SDP, RENTOM, WASHINGTGN, THE SIGNAL S LL OP MI MARE SPACE AVAILABLE TO THE CONTRACTOR FOp , THE REQUIRED TEST OEIDNSTRATIONNS. THE CONTRACTOR MB SHALL ASEEE THE CABINET AND RELATED SIGNALC9rtROL EQUIPMENT READY FOR TESTING. A COMPLETE OOq+"RATION BY THE CWrWTOR OF ALL INTEGRATED COMPONENTS SATISFACTORILY FUNCTIONING SHALL ' START THE TEST PERIOD, AW MALFUNCTION SALL STOP THE TEST PERIOD UNTIL ALL PARTS ARE SATISFACTORILY OPERATING. THE TEST BALL OF EXTENDED UNTIL A MINIMUM OF 72 MOMS CONTINUOUS SATISFACTORY PEWOAMP7CE OF THE ENTIRE INTEW-ED 'SYSTEM HAS BEEN E1p4TRATED. THE DEMONSTRATION BY THE CONTRACTOR TD THE ENGINEER OF ALL COMPONENTS FUNCTIONING PRWCALY SHALL NOT RELIEVE THE CONTRACTOR OF ANY WSM61BILITY RELATIVE TJ THE PROPER FUNCTIONING O ALL AFORESTATED CONTROL EAR WHEN FIELD INSTALLED. ' 99-29.13(7)B AUXI'14RV EWIPoENT FOR TRAFFIC ACTUATED CONTROLLERS (REPL4CEMENT SECTION) PONDER SMITCES 1 THERE SHALL BE A MAIN POWER SWITCH INSIDE THE CABINET TWAT SAIL RENDER ALL CONTROL EDUINEW ELECTR;;ALLY DEAD MIEN TUPED OFF. THERE SHAALL BE A CWTROLER ROREN SWITCH THAT SHALL RENDER TIE , CONTROLLER O MO LOAD SWITCHING DEVICES ELECTRICALLY DEAD MILE MAINTAINING FLASHING OHERATIOW FOR ETAPDSES a daN1GINO COOROLEAS OR LORD SWITCHING DEVICES. t SUpI~tal Sped TEcatja ' (AoV 01/27/56) Page 56 ' i9-29.17(7)6 COTINED STOP TIME BYPASS SWITM 74M SHALL BE A SNITCH IN THE CABINET IDENTIFIED AS TIE STOP TIME BYPASS SWITCH. IF THE INTERSECTION IS PLACED ON FLk%UM OPERATION EITHER By THE FLASH SNITON DD TIE FAIL SAFE MONITOR, THE CONTROLLER SHALL 1MMEDIATF_Y 57OF TIME. THE STOP TIME BYPASS SWITCH SHALL RDgVE STOP TIME FRO" THE CONT4OL-ER AMC PUMP NORMAL CYCLlWD DETATION WAIL: THE IWTERSSECTION REMAINS IN FLA9HIIG OPERATION. DETECTOR TEST SWITCH EACH VEHICLE AD PEDESTRIAN PHASE SHALL MANE A MDENTARY (SPRING RETUWNI DETECTOR TEST SWITCH, WEN OEPRESSED, THE SWITCH SHALL PLACE A CALL ON ITS AE_PECTIVE SIGNAL Roa. CONVENIENCE O ILET AND LAID SOMT A CONVENIENCE OUTLET PROTECTED WITH A GROILM FAULT ANTE" ER AND AN INCANDESCENT LAP SOJNET SMALL BE FURNISHED IN TIE MAIN CABINET. A DOOR SWITCH FOR THE LAMP SHALL BE PROVIDED. THIS CIRCUIT 9VWL BE PROTECTED BY A CIRCUIT BREAKER RATED AT 20 AMPS. FAIL SOFT_ UNIT THE FAIL SAFE WIT SHALL MICN:TOR BOTH THE POSITIVE AND NEGATIVE PORTIONS OF TIE A.C. STE MAY, FOR ALL GWEN, AMBER 00 PEDESTRIAN WALK INDICATIONS. TIE DLRATION OF A DISPLAY OF CONFLICTING INDICATIONS WILL NOT BE LOUD DOIOH TO RE VISIBLE TO MOTORISTS OR PEDESTRIANS BEFORE THE MONITOR INITIATES FLASHING OERATION. THERE 94ALL BE A VISUAL INDICATION THAT THE MEN:TOR HIS PREEMPTED NORMAL OPERATION. 9 M PROTECTOR (LI)rtING ARRESTER) THE COMTRO LER WNA,L HAVE AN INPUT VOLTAGE S1M2 PROTECTOR THAT WILL PROTECT THE CWTROLLER FPO, ANY VOLTAGE SMZS THAT COLD DAMAGE TIE CONTROLLER DR ANY OF :TS COMPONENTS. INPUT FIELD WIP:NC TEMiNAL THERE WHA_L BE A TERMINAL STRIP FOR FIELD WIRING IN TE CONTROLLER CABINET THE TEMDNALS &AtiL BE NUMBERED 1N K'CORDANCE WITH THE SCHEMATIC WIRING DIAGRAM ON THE PLANS. 1F A DIFFERENT NUMBERING SYSTEM IS USED FOR THE CABINET WIRING , TOWN BOTH BOTH NUMBERS WILL LABEL EACH TEAPI%k ANDTHE CABINET WIRING SCHEMATIC DRAWINGS WALL INCLDE THE FIELD ■IK1% NAHRS WHERE THE TEAMI.AL STRIP IS ILLUSTRATED. A COWGN BUS BAR MITI A MINIMUM O 15 tEMINALS AMC A OIOUFD BAR WITH A MINIMUM OF 6 TEMINALS SMAL BE PROVIDED. COMPUTER INTERFACE UNIT INTERFACE COMNICATION DEVICES WALL BE DES:"EO AS SEPARATE UNITS OR AS MODULES TIT PLUG DIRECTLY INTO TE CORRaLER CASE, TE COMA:'ATION DEVICES SHALL BE USED FOR ON-LINE C111gUTER CONTROL OF THE INTERSECTION AN) 9H,, BE CAPABLE OF TRANSMITTING ALL DETECTOR AND SIGNAL STATUS INFORMATION AND RECEIVING AD DECODING COMAD TEORMATION FROM THE COMPUTER ALL IN C0WF7W*Aa AND MITH:N TE CAPABILITY OD THE MLTISONIC WASTER COPUTER WIT AM THE INTERCOfECT CABLES. IN THE EVENT OF LOSS OF SIGNAL nK N TWE MASTER CGWRkM THE INTERFACE COMAICATION DEVICE WALL EMPLOY THE LATEST STATE-OF-ART ENCODING/DECDOING. KLTIPLEAING TECNDLOGIES IN ORDER TD "ROVIDE FOR THE Bl-DIRECTIONAL COMNICATION O DATA AND CONAND 1MFONATION BETWEEN THE WASTER COMPUTER APO TIE INTERSECTIO.. 1 I SLp1WMnte! SPecITSntiNms (RAY 01/27/86) RAW 57 9-29.13(7)D CONTROL,ER CABINETS (REPLACEMENT SECTION) EACH TRAFFN. CONTROLLER CABINET S%LL PROVIDE A WEATHERPROOF HOISDD AND HAVE TIE FOLLOWING ' REWIREENTS: 1. CONSTRUCTION SIWW1 BE OF FEET SIM. 2. TIE CABINET 90u- CONTAIN SELVING, BRACXETS, RACKS, M. TO SOPpORT THE CWRLLER AND ALL AUXILIARY EQUIPMENT. 3. THE CABINET SMALL BE OF ADETIOATE SIZE TD PROPERLY HOUSE THE CGCTAaLER AND ALL AUI:.)ARY EQUIPMENT AD ANY REWIRED APPURTENANCES. ' A, THE CABIWI SHALL HAVE A FILTERED AIR INiYAKE AND A VENT FIN. ' . AIR INTf.E FILTER SHA., BE CAPABLE OF IMPEDING FOREIGN BOGIES, SUCH AS OAT, LINT, ETC. 14 VENT FAN 9RLL BE IN TOE TOP OF THE CABINET AND TrEYbOSTATICA.LY CONTROLLED. 5. THE CABINET DOOR SHALL. BE PROVIDED 111TH THE FOLLONING: a. THE MIN DOOR OF THE CABINET SHALL INCLUDE A TOO POSITION BAR S70P AD FALL BE SEL.4ED WITH A CORBIN TYPE 2 LOCK. THE MAIN DOOR 94Aa. ALSO CONTAIN A POLICE DOOR WITH A CONVENTIONAL POLICE LOCK. INSIDE THE POLICE PANEL THERE FALL BE A SIGNAL ON-OFF SWITCH W,CH 9ALL PROHIBIT ANY SIGNL DISPLAY IN THE FIELD BUT WILL ALLOW THE CONTROL EQUIPMENT TO OPERATE O E%PLACED IN THE `OFF- POSITION. A SECOND SWITCH SHALL BE THE AUWLASH SWITCH. MEN PLACED 1N THE 'FLASH" POSITION, CONTROLLER POWER 944LL REMAIN ON AND CONTROLLER SMALL STOP TIME DEPENDENT ON SWITCH SETTING ON THE AUXI'_IARY PANE DESCRIBED LATER, 0. THE CABINET SHALL HAVE A METAL ETCH PRIMER COAT UNDER THE FINISH COAT. THE FINISH PAINT COAT SALL BE A BNABE ALUMINA(OR HIAMERTOE GRAY, OR SIMILAR IN COLOR, CAPABLE OF PREVENTING RUST FOR A MINI"OF FIVE (5) YEARS. C. BOTH DOORS (MAIN AND POLICE PAWL) 90LL +AYE OE-PIO WEATHER-PROOF NEOPRENE GA.SWS. 9-29.15 FLASHING BEACON CONTROL - DELETE 0-29.16 YD41CULAR SIGNAL HEADS (REPLACEMENT SECTION) VEHICULAR SIGNAL HEADS SHALL HAVE THE LENS SIZES AS SHOW ON THE SIGNAL PLANS. VEMCUAR SIGNAL , HEAD MMIODS SHALL CONSIST OF SEPARATE SECTIONS AND BE EXPANDABLE TYPE FOR VERTICAL MDNiTING, LENS 91011.L BE GLASS AND MEET I.T.E. SPECIFICATIONS FOR LIGHT OUTPUT. 9-25QC2)A OPTICAL UNITS (REPLACEMENT SECTION) , THE HEAD OPTICAL WITS yVLLL CONSIST OF LENS, REFLECTORS, LAP HOLDERS, AD TRAFFIC SIGNAL LAMPS , VISIBLE TO THE TRAFFIC BEEK CONTROLLED AT DISTANCES FROM 10 FEET TO SOO FEET UNDER ALL LIGHT AND TRAFFIC CONDITIONS EXCEPT DENSE FOG. ALL B INCH COAEVIONA. HEADS SMALL EMPLOY 67 OR 69 W4'1 TRAFFIC SIGNAL LAMPS RATED FOR 130 VOLT OPERATION, 595 MINIMUM INITIAL LIENS, 665 MINIMA+ 1N/TIA- LUENS, 8900 MR. RATED LIFE, 2 7116 INCH LIG47 CENTER LENGTH, A-21 BLB, MEDIUM BASE, CLEAR IN t COLOR. TWELVE INCH COWENTIONAL HEADS 94LL BE IVNISHEO WITH 165 WATT TRAFFIC SIGNAL LAPS RATEf FOR IX VOLT OPERATION, 1750 MINIMUM INITIAL LUMENS, GOOD AEI RATED LIFE, 3 INCH LIGHT CENTER LENGTH, P.25 BULB, AEDIUM 8W, CLEAR IN COLOR. ALL BA$S FALL BE INSTALLED WITH THE FILAMENT OPENING POINTED UP. ALL SIOMHft LENSES 94ALL 1E O THE COLOR, SIZE AO SH OPE AS 110ICATED ON THE CONTRACT PLANS AC ' SPECZFICATI06. THE LENS DESIGN FALL GIVE AN ORMAID A^ DOHWNNARD DISTRIBUTION OF LIGHT WITH A MINIMUM ABOVE THE MFIZONTAL, THE LENS S OLL BE GLASS AND, SHALL FIT IN TO A HEOPREE GAS(ET IN SUCH A WAY TO RENDER THE INTERIOR OF THE LENS AND REFLECTOR WEATIEAFRDOF AND OUST_TIGHT, THE TEFLECTOR SMALL BE ONE PIECE, ALIEK ALUMINUM CONFORMING TO I.T.E. STANDARDS. THE OPTICAL WIT ' SAL, BE DESIGNED TC PREVENT ANY OB.)ECTIONABLE REILECTION OF THE SN'S RAYS EVEN AT TIMES OF THE DAY WHEN THE SW MAY 941W DIW2%V INTO THE LENS. SLADlemeatal $peciflcatlHTHs (Rev OV27186) Page 5E , 9-29.16(2)E PAINTING SIGNAL HEADS (REPLACEMENT SECTION SIGAL HEADS, 'NCL DING OUTSIDE OF VISORS APO BACK OF BM'. PLATES SMALL BE FIRISNED M1T:A TWD COATS OF FACTORY-APPLIED TRAFFIC SIGNAL YELLOW BAKED EW.EL. THE INSIDE OF THE VISORS AM FRONT OF BACK PLATES SMAL', BE FINISHED WITH TWO COATS OF FACTORY-APPLIED FLAT BLACK ENAEL. 9-29.16(5) PO-YCARBOATE TRAFFIC SI1-WL HEADS - DELETE 9-29.16(5)A B INN POLYCARBGNATE `RAFFIC SIGNAL WADS - DELETE 9-29.16(5)8 12 INCH POLYCAIONAiE TRAFFIC SIGNAL HEADS - DELETE 9-29.17 SIGNAL HEAD MHOINTIN; ORACHETS OD FITTINGS (TEPLACEIENT SECTION) VEHICLE AD PEDESTRIAN .CAD "DATING HARDWARE 94ALL BE AS INDICATED ON THE CONTRACT PLANS AND DETAIL SHEETS. ALL MONTING HARDWARE 94ALL BE PAINTED WITH TWD COATS OF FACTORY APPLIED TRAFFIC ' SIGNAL YELLOW BAKED ENAMEL. 9-29.IP VEHICLE DETECTOR (REPLACEMENT SECTION) ' DETECTORS SMALL BE USED FOR ACTUATION OF TRAFFIC ACTUATED CONTROLLERS AND SYSTEM DETECTION OPERATION. DETECTORS SHALL BE EITHER MAINETOETEA TYPE, INDICTION LOOP TYPE, OF OTHER TYPES AS SPECIFIED IN THE CONTRACT, 9-29.20 PEDESTRIAN SIGNAL (REPLACEMENT SECTION) PEDESTRIAN SIGNAL NE.ADS SMALL BE THE NEON GRID TYPE, OR OTHER TYPES AS SPECIFIED IN THE CONTRACT, THE HEADS SHALL DISPLAY TWO SYMBOL MESSAGES, YWD• (FOR THE DO NOT WALK MODE) IN PORTLAD ORANGE AND '9YN• (FOR THE WALK MODE) IN LUNAR WHITE. THE MESSAGE MODULE SHALL CONSIST OF TWO WON OAS ' TINS ENCLOSED IN A HOUSING MACE OF POLYCARSONATE PLASTIC. TIC LENS MATERIAL 9944LL BE POLYCARBONATE PLASTIC. HOUSINGS SHALL BE DIE CAST ALUMIWN AND 944LL BE PAINTED WITH TWO COATS OF FACTORY APPLIED TRAFFIC S1GYY. YELLOW BAKED ENAMEL. TW VISORS SMALL BE FLAT BLACK IN COLOR. ' 9-29.20(2) WON GRID TYPE (H.LHLACDEMT SECTION) ALL WON GRID WADS SMALL BE EQUIPPED WITH I-CRATE TYPE VISORS MADE OF PUiLYCARBONATE PLASTIC t DESIGED TO ELIMINATE SUN PHANTOM. THE MESSAGE HpOLE SMALL BE PROVIDED WITH ELECTRICAL CONTACTS WHICH PLUG DIRECTLY INTO RECESSED CONTACTS IN THE TRANSFORMER ENCLOSURE MEN THE MODULE IS IN ITS PROPER POSITION. THE POWER SIPP Y TO OPERATE THE MESSAGE NOILE SMALL BE 115 VAC WITH THE •NkD- ' SYMBOL OPERATING ON A AS WATT MILK, AND THE "MAN' SYMBOL OPERATING ON A 58 WATT MAD. 9-29.21 FLASHING BEACON - DELETE 9-29.24 SERVICE CABINETS (NEPLAFNENT SECTION) THE SIGNAL/STREET LIGHTING SERVICE CABINET SMALL BE AS INDICATED ON THE CONTRACT PLANS AND DETAI'. ' %EFTS. ALL ELECTRICAL CONDUCTORS, BUSS BARS AND CO CUCTOR TERMINALS SMALL BE COPPER OR BRASS. THE CABINET SHALL BE FABRICATED FROM GALVANIZED COLD ROLLED SWEET STEEL, WITH 12 GAUGE USED FOR EXTERIOR S.RFACES AMC le GAUGE FOR INTERIOR PANELS. DOOR HINGES SMALL BE THE CON714JDS CONCEALE: PIANO TYPE AND NO SCREWS, RIVETS ON BOLTS SMALL BE VISIBLE OUTSIDE THE ENCLOSURE. ;HE CABINET ' DOOR 94ALL BE FITTED FOR A BEST INTERNAL CK TYPE LOOK. THE CABINET SMALL PAVE VENTILATION LOUVERS ON THE LOWER AND UPPER SIDES COMPLETE WITH SCREENS, FILTERS AND HAVE RAIN TIGHT GASKETS. THE CABINET DOOR $HALL HAVE A ONE PIECE WEATHER PROOF NEOPRENE GASKET. 9+ple tal Speei Tlcations (ROY O1/27186) Page 59 9-29.N(ll PAIN'1------"¢ (REPLACE,EN, sECTI(M) ' THE FINISH COAT SHALL BE A FACTORY BN(ED ON ENAMEL LIGHT GREY IN COLOR, THE GALVANIZED SkJRF OF EL BE ETCHED BEFORE WHITE ETAL ON ENIWEL IS APPLSED. THE INTERIOR SWLL ff GIVEN A FINISH CADE OAT ' EXTERIOR MADE OF WHITE METAL EMIIEL. 9-29,2A(2) ELECTRICAL CIRCUIT 8TEI3EAS AND CONTAC TORS AEPLACDENT SECTION) , THE ELECTRICAL CIRCUIT BREAKERS AND CONTACTORS DETAIL SHEETS. THE rOLLgtING EW[PIENi SITYILL BE AS INDICTED ON THE C04MCT PLANS AK SMALL BE FEATURED WITHIN THE CABINET: ' 1. Wain Circuit Breaker 2. eAnph circuit b ers a reak. Utility plug (120 volt-20 AMP rated) G.F,1. YvK . light control test switch (120 volt_15 NSP) '5. Contaetbr relay For own circuit 6. Oable Pole tXWCh breaker (S) for lighting circuits (240 volt) 7. one 120 volt, 20 sap Single Pole branch breaker (Tor utility plugs) ' S. Type }single phase 120/240 volt grounded neutral aervitt 9 10' oft In volt 4 0 se" single Pole branch breaker (Signal service) . CM14te provisions for 16 breaker poles I" New Plat" Phenolic black with wnite "raving ee_ept with wnito lettering, ttheWefn bleaker which atoll be red 12. All nave plate$ Snell be attached by S.S.Meter bas kete e sections are Iwrssary Sores. 9-29.2' M-LIFIER TRMISFWJCR AND TER41PAL CABI ETS 'REPLACEMENT SECTION) THE POLE MMWED TERMINAL BOX SHALL BE MADE OF , APPROXIMI1TELY 10" NIGH X B• WIDE w N DEEP N0.0E0 FIOtnRGLASS, BE GREY IN COLOR, BEBLOCWS. THE BOX STW(LL BE WEATHER T AND HAVE A MINIMUM OF 16 TEIMINALS ON THE TEMINAL SCREW HOLD Do" ON THE ICHrt, �� a SINGLE DOOR WI7H CONTINUOUS HINGE ON ONE SIDE AN: DOOR LOCKING SIDE. ALL HARDWARE WILL BE STAINLESS STEEL. ' 9-3O.lA OICTILE IRON PIPE PART IAL REPLACEMENT SECTION) PARAGRAPH 1: REPLACE "(LASS 55 and BASS 50" WITH •CLASS 52" i 9-70.3A GTE VALVES (PARTIAL AMACEHEM SECTION) AEPLACE PARAGRAPH 1 WITH.- VALVES SHALL BE (ESIGED FOR A MINIMMBE T RATER OPERATING DW LfaT 14' MEI.LER COPANY No' A2180, NG E591iE OF 200 PSI. GATE VALVES S A L PACIFIC STATES, U.S. HETRprOLITAN, MIONEDY, OR W. , APPROVAL OF VALVES OTHER 7WM Wr ELS SPECIFIED SJILL BE OBTAINED PRIOR TO 810 OPENING. ALL GTE VALVES LESS 1NPN 12"AND IXTENSI(M5, AS FEpU1REn IN DIAMETER SHALL 1NCL DE AN B" a 24" CAST IRON GATE VALVE BOX , ALL 12" DIAMETER AND LARGER GATE VALVES SHALL BE INSTALLED IN A VAULT. SEE WATER STANDARD DETAIL FOR 12• GATE VALVE AS SEXIOLY VAULT AM 1' BYPASS INSTALLATION. 9-So.IE V:'VE WPJ PpSTs (PARTIAL PER ACENENT SECTI(N) ' REPLACE PARAGRAPH 1 WITH: VALVE WAGER POSTS 941LL BE INSTALLED AT 5 i4 5E O' iY N AppyEp p WHERE THE TO. OF THE VALVE BOX WLID BEiNE COVEWEDIS(O BY71GR REEDS,THE SHgIBSCI .I THOSE (OA OTHER HMTERIREA ' THE VANE NAAkMS SHALL BE FABRICATED AND INSTALLED IY I:OfO1baANDE MI TH THE STANDARD DRAWINGS. Suol~tal Specifications ' (Aft 01/27/86) Pape 60 , t9-30.5 HYDRAHTS�APPLACOEhT SECTION) FIRE HYDRANTS SMALL BE 10". OR ARROYED EQUAL. APPIpYAL MUST BE OBTAIMED PRIOR TO BID DTENINO. 9-30.5R E1D CONECTION5 SECTION) t HYDRANTS SHALT. BE CONSTRICTED WIN MEONANICAL JOINT CONNECTION ULESS OTIE3AISE 9'ECIF'EC IN BID PROPOSAL DESCR:VYION. 9-30.58 HYORAI OIMENSIOSS (PARTIAL REPLACEMENT SECTION) REPLACE PARAGRAPH 1 WITH: PIRA HYDRANTS SNOLL BE COSY TYPE (OPENING WITH THE PMESSOE) CONFORMING TO ANA C•504-50 WITS A 6 INCH INLET AND A N.Y.O. OF 5 INCHES, TWO 2 1/2 INCH HOSE NOZ7;-� WITH NATIONAL STANDARD 7 1/2 TMEAOS PER INCH AHO CIE A INCH PUMPER NOZZLE WITH THE NEW S ATTLE PATTERN 6 TH EACi PER INIOM, 60 DEOEES Y. THREADS, O.D. MEAD 4.875 NANO ROOT DIAETER 4.6263, 1-1/4• PENTAGON OPERATING N7f OPENED BY TUNING COUNTER CLOCNNISE (LEFT). FIRE HYDRANTS SHALL BE IOWA OR APPROVED EQUAL. APPROVAL NET BE OBTAINED PRIOR TO BID -VENINC. ' 9-30.78(1) FOIOATION MATERIAL CLASS A AO CLASS B (PARTIAL gE'LACEENT SECTION) PARAGRAPH 1, REPLACE 157 SENTENCE WITH: FOUNDATION MATERIAL CLASS A AND CLASS B SMALL BE MSNED DRANLUR MATERIAL AO SMALL CONFORM THE FOLLOWING GRADATIONS MIEN TESTED IN ACCORDANCE WITH AST" D422. 9-30.7(B)2 FOUNDATION MATERIAL CLASS C - DELETE ' Swl~tA1 S0Wc1YlcAtim (Row 01/Z7/86) Page, 61 ' SPECIAL PROVISIONS 1 i C77Y tf Ii3Da1 i ..ter Pm!ect 0 _ 775 B• Wateraain Installation 1 Ponderosa Estates N.C,I,D. I5a Water System Transfet rSfELlx f1UfISM 1 145 cow"KU a Sm 1 1-05.5(2) Cd6TF&CTI34 SIAKIsG (SIPPLEW.WAL SMION) Cmstructim staring and as t Ilt rotes shell oe 9=41 0 by the contractors surveyor as Ormidhc 1 in the swolema*tal spec! watl.ns, and paid for as `Comatructim Staking, Per Lump S M". 1-0l LESJI tELATIO S FM aESa61DIL1TIES M IM e16.M r1-07.16 WIDTECTRN W RESTORATION Or Si67PERTy (90-PLUCNTAL SECTION) 1 Prlsa[e property sum as plants, shrubs, trees, faxes, am rockeries altnin the pWIIC right-of-lay Or Easements !tall OC reaove- aryl MtOrdi to the aatlsfactlm Of the property pMnlL. It hall Of the cmtmctms responslbllity to notify each property Dare[ amen It is necessary 1 tO teno.e S"n laprpvMOents to feel""te the c tractm progress, and to remove those lmprov is to Imatim ao s re%*$t Cy the Prmtfty Ganef or to restore them In their Origins, An location as near original condition as M"IDle. 1 Such reaoval and restOtstim shell oe cpnsidered lncidhntal to the old Item 'Restore Laan Area altn Son or Seed-, and no furtner compensation.114 Of madr. 1 T-11 FM DSYX.LATIal Eat M16 VADS 7-11.5(MA CONNECTION TO Er ISTIeG Me1h8 Cgj*LE1ENTAL SECTIONI rThe contractor sryil make the mmections to tm e.1sting m.,S. A re "%mtltive °Tod The City War Department and/or KCMD 15B shell be present at all tines and+ T wmsectlm or dlseor.ectlm 1 Is Made to eitne.r later System. Payment for c tlm of dlscaaactlm shell U under the L M Sun Items for eacn lMStlon as srn.n On the plans ary listed in the bid Items. r11.5(01) PIPE FOR %ATER MAINS (WREyENTAL SECTION! 1 The CDSt of polyethylene ancaseaent well oe Considered Lmc-ldental to tre pipe and no additioal payment Shell be lade. r r 1 7-39 FM JBIMT BUDDE (WV SMTDaI) ' 7-19.1 DES(A1PTlD1 11116 SacUm covers the wdrx necessary to fURnIsh and Install WndW pipe Joints (electrically ' cpntinous from pee pipe length to another) and SMulated pipe joints (electrically dlscontinous has one pipe length to anoter), a0rded or inaulsted pipe Joints shall be provided .here snore on the plans. Bonded pipe joints My be ddharrtlCted in two configurations. ' 7-19,3 CD6TRl.CTION DETAILS ' Type "A" or type "B" bads My be provided at the contractor-s option. 7-19.3(01) 30"n PIPE JOINT -Type . Type A pipe joint fonds consist of 1/16" x 3/4- type ASTN 8152-66 copper terminal strips "SCn an ' shop fused to the bell and plain end Of all pipes before pipe Installation. re strips a CO nected in the field after the pipe joint Ms The two Len1M1 been wade with a 7The copper trai Strip and silicon O[onn bolts. The terminal strips ad jump strips shall be "Al t0 U.S. Pipe Electroand, Type B ' Type B pipe joint Oonos Consist Of 1/16" x 314" type ASTN 8152-66 copper ter,"" strips or 02 AVG type TV Copper sire that is field fused to the bell and plain end of all pipes by the termite meld process. ' The electrical correction of the jumper to the pipeline (pipeline My be axtile iron, steel or cast Iran as shaan on, the plans) shall be ACCaapliged by the termlte welding to an one of the Pipe that has peen cleaned Of all protective Coatings. At the connection point an area(approxiMtely 2" spuere) shall be cleaned of all Insulation and coating, and a file used to abnoe the metal and expose a orlgnt NEW Surface, the wire bond shall be e%de In the center of the cleaned am with thermim exothermic weld caps eppAl to Petrol". Rystm Laboratories or Phillips ' 7-19.3(02) BODED PIPE COATINGS ' All abraded ha8 peon made t oo r deM eons shall M coated after the weld site Ms Cooled Or the bolted joint providegeoa pelvlYent Corrosion proof covering over the pipe and exposed wire end The coating Shall be equal to T WC 46h-413 coal ter oposvt and shall be oms'ed on to a mini.. n dry film thinness of 20 mils. Special care shall be taken to ensure complete mating coverage of all hard to nac*, areas. 7-19.303) SERVICE INSULATORS All rater service lines installed on pipelines tat are !Quipped with DonMO pipe joints shall have Corooratlon stop Service InswIQtor3 equal to ford Niter Company Service 1Mu10tdrs. 7-19.3(O4) INSILATEO PIPE JOINT Insulated pipe joints shall be provided eerever new pIMllnes an connected to existing pipelines and at the intervals shown on the plans. lnwlatad joints Shall Oe electrically discontinuous fraa One pipe length to another, and shall M in cunfOraanoe with AAMA Cll-7, C31-B. Special Provisions Page 1 ' 7-19.5 PAymM ' Pipe Joint beading Shell Ce PaYad as •8` ductile iron pipe bonded and Pollywrappad,- per llnpl foot. Pipe coatings, service insulators, and insulated pipe Joints shall be consldereo ln:linesI Oental to the Pipe Who no further paywt shall he made. 7-20 GTMIC PWTTECTICk TEST STATIOa6 (" STTIOIN) ' 7-20.1 DESCRIPTICII This SeCtinn Covers the ware neresnry t0 famish Mid Install a Comhplete Cathodic protection test station. 7-20.0 COtSTRXTION DETAILS Cathodic protection test stations are used •o provide a Beans of mnsuring the condition of a buried metallic pipeline without exposing or excavating the pipe. The test station consists of wires which are bonded to the pipe and terminated In a flush-to-grade enclOsure with a reapve)le ' cover, ad that access to tie wires is easily accoUpli Shed. Three types of test Stations Amy pe used on this project, as Sdsntiflad on the project plans: Type T: used on pipelines with corded joints (electrically cont10uous) Type 1: used on pipelines with Insulated joints (electrically cpntincus) Type F: used where two pipelines cross or are in close proxlmltY to each Other The three types of test stations are detailed in the City of Renton -- water standard detall entitled -cathodic protection flush mounted test S:Stl0hs.^ 7-20J(01) LOCATION The lmatlon and type Of test station to be used a0 this project is identified on the project Plans, Where the test station locations us accurately dIM slohed, the contractor shall locate the stations at these locations. Where the test station locations are rot accurately dimensioned or ate diagrammatic in nature, the City reserves the right to Identify 10catlons In the field. Mare the City does rot locate the test StatlOhs, the contrwtor ".,I nx so and shall locate the stetlons such that the terminal coxes are rot Unsightly, or a public nuisance, or in a location where the test station's useful life may be reduced. 7-20.7(02) WIRE The wires ftm Vw buried pipeline to the teminal block Tea .I all be type lsl strandep copper 12 AWG. .Ines shall be direct buried end snail In all cases be at least 24^ below finished grade ' (except In the terminal block riser pipe). The site shall be Installed with a 6" diameter loop at both ends to prevent earth settling from straining the COnleCtlon joints. be as follows: Insulation Colors Snell 1. Renton Bonded Pipe (Type T) - White 2. Renton Insulated Pipe (Type 1) - White (Bonded Sloe) ' I. Foreign Pipe (Type F) - Bl (lagorded Side) th e a. Zinc Electrooe - ue - Yelio. Spec tal Provisions Page 2 7-20 3(03) WIRE RANIhMT1Q13 ' Tte electrical connection of the vices to the pipeline (pipeline may are ductile Iron, steel or cast iron a shwa on the Dims) shall to accomplished by themite welding to an $me or the pipe that has been Cleared of all Protective boatinga. At the eaaection point an arse (approximately r Sgnne) shall be clamed of all insulation and coating, end a file used to abrade the metal and axpae a bright metal surface. The wire bond Well be made in the tenter of the clewed am with thermite exothermic weld cps ' epual to Royston Laboratories Or RUIllps petroleum. All abraded or damaged area shall be coated after the weld site has cooled to Ord,low a permnwht corrosion proof covering over the pipe and exposed wire end. The coating Well be equal to TrEREC "H.413 coal ter epoxy ad shall are bru~ on to a miniaun dry film thickness of 20 mils. Special care Well Oe taken to ensure eaylete coating coverage of all hard to men areas. At the contractor's option, the .ire "a may be atGCMC to the copper J^ strip at the bolt Joint on bonded pipes, in lieu Of the tnermite weld ' process. The vim Shall be Grminatad in a ring-tongA lug and the lug bolted with the Jump strip. Cat the Jump strip and the bond Joint as specified above. ' The electrical connection of the wires to the test station terminal block shall a with crimp-On spade ling terminals, soft soldered to the terminal block Perot, bolt tightening. 1 7-20.304) RUSH TEST STATIONS The test Stations shall be located as shown on the drawings and specified herein ado shall consist of a standard 24• long valve BOS (e@nl to Olympic Type B) that is set to grade In a cast in place concrete slab that is 6" thick and IS- Soule". The valve box mall be ackfllled with on gravel, and Well t be filled internally with pee gravel, to within 6- of the top of the valve box. The terminal block Well be placed inside the box on the gravel surface, and the test wires shall extend from the terminal block through the gravel lhaide the valve box below the valve box to the pipeline. The box Shall m eouipped with a cast iron lid marked -water- that will expose the terminal block when removed. The terminal block shall have lugs for the correction of I've separate wires, and shall have a plastic body rated for Sao volts Isolation and nickel-plated brass Stu" and nuts. The concrete for the pad 9h11 cOnfOm to ASTN C150 Type Il and mall be forced of new WOW and be troweled Smooth after concrete placement, valve marker posts Wall be provided at all test Stations as detailed in the Renton Stallard Details with the words "cathodic test ststim' stenciled in black on the post. 7-20.3(05) ZINC ROMAINCE ELECTRODES A tint reference electrode shall be installed at each test station and conform to ASTN 8410-73 Type II. The electrode Wall be 2.3- x 2.5• x 10• and shall 1 be connected by 012 MID Type Is stranded Copper wine with yellow insulation to the Gminel Olcok in the test station. The electrode shall be placed 1R" from the pipeline Opposite the test station Connection at the spring line of Q the pipeline. 8000111 the electrode In a mixture of Sob gyp" end 50e bentonim clay (completely surrounding the electrode). Special Provisions Page 3 7_Z0.5 PAYWW Tat Stations stall be paid for as Test Stat lay Type t or Tyne F.- per Wn; cpaplett aM installed. e-01 am SHE 2F 9-01.3(2) TOPWIL [S *RJD0NTA. SECTION) ' Supply a mini"of A• of Top Soil type A under all sod and as a base for seeding. ' 8-01.3 PAYKNT [WW SECTION] The unit old price for "Featore teen Area eith Sod or Seadi g•, per Spare Yard alsll be full Caepensation for all labor, eaterlals, equip wt and all iteas required to c aplete the e N as specified. 1 1 1 ' STANDARD DRAWINGS GENERAL MISCELLANEOUS DETAILS M4VE D►ERATiRi NUT EMTENtWON DETAIL uA °E'...------- r, tl I1 t ,�np jwn ' t�bgt?t W!i'IN'M.41 Y '.�v✓5f`AY. �14i EI�6Pi W qN IY....N. M lam.l4.M Nt1Y..'r•.. RsN.H�.NN. ... ... YI'1 k Pnm.y.c b�'Nye v vl� GENERAL NOTES THAT SHOULD &E ON ALL ' WATER PLAN SETS VALVE MARKER POST ' ELEVATIONS 7 . . WATER STANDARD DETAIL CITY OF RENTON DEPARTMENT OF PUBLIC WORKS //Yxn.ti..r M.r nrYxx.er�rn /�� .rMn N r xPYY+w ortx. � � s a-�a, mr.�r r...e•Ya � eYrrn F IL AN ELEVATION FIRE HYDRANT GUARD POSTS lotM N xY r OUT.• — I, sn. y 00" I _ FIRE HYDRANT.ASSEMBLY FILL FIRE HYDRANT LOCATION IN tCUT OR FILL WATER STANDARD DETAIL CITY OF RENTON "'` DEPARTMENT OF PUBLIC WORKS „ ' COEK:RETE BLOCKING SIZING IMEOCEOURE �M w.ww`�•«�..:r.irw,w w:w.w rr«.Y. • �.',,� ra r w•:r.. e..y rMa «rr.. .rr.i 3 � - e.n CAP \ 1 rr:•, +«•.11r•V.�.«.�• r..�ti iq" !E+ EENC ryJ t w•.•M r rr.t.r n ,,, .,w. .. 4 ,w...e.«•..ry n••wr•4n .. • u. rr. ' 1 A5•NMO \ TI�1 ifr.tl TEE II}• @END BD• BEND � +•.•. •n«w __•T.:n FIGURE I Y«..;w.4.,.•,..� ..• MOTE ,oN CONvE vEMMA, BENDS O,XC 'ND BEE AVM&STANDAMO PAN NO n e w•«r,..,...«.«. �. ., TABLE I 1 Me .'.i.�'.. n.r•. er.• yr 1F �_�._�._...._�_�r.✓e.«.. r- 'I . MY�I`4j• TAB:E 2 _ l"1 lip a t .. ..,•. . _... r«r nl.,«..r«.••n erg. +�.�.tY. ... . . .. .. a•1M• eli .t0lp• nr ... ' WATER STANDARD DETAIL ' r CITY OF PENTON DEPAR(MENT OF PUBLIC WORKS TIE ROD SELECTION TABLE \,il IY.YI} !MI n•war - �. Y all Y.IY Ir. 1/1 n w Y.w V. f9 ' la w Y.w In 11 ' Yne I .m\w to YY w.\YF p pnYn nY..h Y Y,w x P YY ' i 1 MY W.\M WfY•\'fWll tYI(W nln p t1I.1r M x'. Y M tY 0•w Y\I-.wly Yr 1 W1.14.Y.i h hYY151y\•14t�0••Ilplq.nYMY'w.n 1 4 MY\Y YaYMllli p Z 11 Ylt•j'".1 M =1 {Mp` IYf .�t}}urt wa Ir.•r.nuY M Mlt•YSS. f tith w iYh�Yt IM1h.IY iwWM1lp W tY...�HW.Y uY: h tpYtr M rll IOY�.YY•to M YO",P•\t!M• Sip f✓•\`[M4pt,}P ICM\ ..i..0... .. CAST ON LUGS TIE DOLT RETAINER CLAMP FIRE I/YDRANT AND GATE VALVE ' TIE ROr` ATTACHMENTS ' WATER STANDARD DETAIL CITY OF RENTON .{ DEPARTMENT OF PUBLIC WORKS ' T AT BrocGv�• ype for I%* ,�..y.�Ic•i•w�• for III•�Zj� YRvm+�Me ve s • G + G 'w •— 41 ,t J • sm , y Vt9 L i G y \ 1 N 1 IN [�L.Mklm I , Ty•►'Y-WmYv\q 1 VV,Y\lerGLy Mnae Type-9'guc�.r\0 RaRm b 450 w:ce��'b f1eRr v I I s To l yY� ,4ii ZUIf 8 �G 121 SO .b a u. , ts jII � Isaid, � i s— ' STANDARD DETAIL FOR BLOCKING OF CONVEX VERTICAL BEND DECHLORINATiON AIIOWfa OPb.Y e.menY+n.e F M1.M1rwFy aaa etnm p, ' Nte.IVMassabs Y.Mtn ;;=Obw.nhAMeew Tti M1b Kib.YyPVhIV'vb'VII.YC�Y. dM1K^•YRlrtnlw' r�""ft— i^O./ntOatn, b�^W M�hN' Fltw P.f.-tme bp. Vb.v tPYAwon w h vPMt. W ♦� ' T.tT+uM�b A mt'e.V. TA4i f T.n'w V'n-me yp.v tlec x..�'e ~°°i�Q'e" W'�"mN w f^v.•�Gw.o ws cnnr w Aer Iyr I�nrl 1 �• Grcwanv 906i" • hen oahr t. oY am of fe fae a ?e Mp or PA fu ' r 4bY..\F+p•.bt..Fnon Y N.>w.,a'^+.xo. sa n bsaa~a tMVuinISMYM'Mb'yq.V.tl h tMpM1:.EeV�.0 ghNw^MI OF M1[�^n ' A'"jCATb1k LOCAL SUPPLIERS t fv Ali MMf bf^V.nPb�ur Oe f�rMt F tMn'btp yvr•n ltbyn.t.,.y�Apyq w�Mqy Lt'µ"n`T^��A'p+*� ^�'l9 N'YNE I^W^tl f}tTpgymi Pwae•!b.4+uKP e i11��e ti W tlwvr b.e..�ODM d wry e.rr Was r•.Etf�tS'o-R;l0.0 ' flMlp � v^w.tKn Ld'MWRe tl h chumwv wr. pq.anw rwyw b..^rnm n a ^�Mwlv n.lAyaaa nl'N n..wn. TsoN MM Tn.!'t11K( oe-my Px..outx•.nw a rt•.n� N.w iY^in tW w F vrowloep Y'lM N PYt.v+M. �J'M^rP GnPw.n Ynn.�'t>c.'^nv u+ibcaXnurM vrpyq�t NPrgp ]�M1E BY..IF 'Mw.P etW NtMY+Ylb.4Yl b^hLY^'! &YIn NM Tn.SAF]4f WltiilY ' fRtMmNv' O�+Mn M MeM:pn1.tY^ PY.•n2^ ^OY`I N IA WATER STANDARD DETAIL CITY OF RENTON DEPARTMENT OF PUBLIC WORKS •4r I `t rr,e,wr Nw. m Ya ' KAN X�a'y1NN~4 ..N N4 rr .1.wY Nm ! I ' IYI n.1,Iw.u1N-. r YMI.Y.Mnn tFI.N n.,r I ' E.i WA110F t TEMPORARY 2.. SLOW-OFF ASSEMBLY WATER STANDARD DETAIL CITY OF PENTON DEPARTMENT OF PUBLIC WORKS i . �. 1 wa.�w1 ,w lr r-- — 'I ' ptll j\NMIi w gMyn n 1 •'NY �� .•.pJ.l-t R O.[.'IMtI 1� INAq wrt.N• :1tYN NM�y— f 1 Nry i\?•41 � �� V ! 1 W W�n..►«w. u [w f s 1.� 1 n.N 1 1 1 YT M1.�M Y...f•�T h 1 .tt.N:f'N•rW RYI M IRN hNP Yqt 1 •Y,It.d .n YI[.Y�Vn ) 1"• •ii(\j[iYrU ryl l�M1wiN 1 tLiii =t In•a.w ! w n . •..... a � -rN+tl.M1110 Ni,..... ITN e y pl,. _ p�yp� 1✓ f rtl 1 r 1 ELEVATION _-_-- 2 BLOW-OFF ASSEMBLY 1 WATER STANDARD DETAIL CITY OF RENTON 1 '°' '° +°••1 DEPARTMENT OF PUBLIC WORKS 1 CATHODIC PROTECTION 1 JOINT BONDS AND THERNTE WELD 1 ::~:: .-e.rrq rno �rKw..r� ,xR. iwM IM M4a�tp� WCHIMMA►JOINT BOND PUS*-OM JOINT BOND 1 1 ..xe(•.eI wti r.rte...•e ..l.c 1 \ ]� wn.4 My`r 1 COi[•D�MtIO CO.cI AI rr..r,� Mh. M.trK .44tl l:bME� �✓! MOD /OI.MI.M..rf ,�.ONi Dl l M6 .O.t'r U'vG4K .flT 1 THERMITE WELD WIRE CONNECTION 1 coxr L "IN a ,�! - I _ r0 e.CxrA Ar,Y L 1 I�rw.w .�L JOINT BOND CONTINUITY TEST SCHEMATIC 1 WATER STANDARD DETAIL CITY Of RENTON .o+ro•c.ie DEPARTMENT OF PUBLIC WORKS CATHOD%^ PROTECTION ' FLUSH MOUNTED TEST STATIONS ' MMQM NOYf � c0.< aM TNf !� � '�^'••• Itocr hwI��� `�-1�K Kau r'p!r I/Mrpv ' �v.n. tv+•r. aer•r arrwr __..-!'r+.l severe +r em. w,i lolr w.w, nw+r !Na w+v Kr. rw,y�•rww �•.Ia4l�Av---_._� sw nt.••ne�. 111rlWq eKp 01! �N•0101e CONIC>NN rM -•� 11M —�—tlr,.anse0 AYII TTP[T. BMpp"TOO hum" TTPL 4 Mo"*d JqW ' cKvftrav m- s*•era. ..y, ,.�.t ana car+el w.•t a0Mt1 Mt Kbl hu Kv�aN •i.lf fau.� IM- J 4 r , OMfIr•.f:•l TYPE F. Fomige Pips Crozoing i WATER STANDARD DETAIL CITY OF RENTON NO/O!O•�r DEPARTMENT OF PUBLIC WORKS r•41, Its, 1 Final Joint must be saw-cut 1 Saw-Cut or line drill 2" min. Asphalt Existing Asphalt underlying concrete Concrete Concrete t -- -- - - _ ---' - - Existing Cement Con--re e~ mot` �6' -lt ;:'� ' •"!Aa " min. Cement Concrete Conc. shall be Cl. B (3/4) - 6" min. Crushed Surfacing 3-Day Mix .Air Entrained Top Course ' Portland Cam. Conc. Con- forming to Sect. 6-02.3. Compacted Select Trench EXISTING ASPHALT CONCRETE OVER CEMENT CONCRETEI Final Joint---\ Asphalt Concrete (3" in must be saw-cut \ replacement patch to be ' _-__-_ •• thicker than previously -- -- - -• existed. Existing Asphalt / ' Concrete 6" Min, Crushed Surfacing Top Course Compacted Select Trench Backfill EXISTING ASPHALT CONCRETE OVER PREPARED GRADE Final Joint must--be saw-cut �^Cement Concrete (8" Min. ) Replace. i' ment patch to be 1" thicker than t ----- _- _____ previously existed. Existing Cement ' Concrete Pavement --6" Min. Crushed Surfacing Conc. shall be Cl. B (3!4) Top Course - 3-Day Mix Air Entrained Compacted Select Trench Portland Cam. Conc. Conforming Backfill to Sect. 6-02.3. EXISTING CEMENT CONCRETE OVER PREPARED GRADE I. See Sections 7-18 and 2-09 for 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 fraffic Engineer. 3. All temporary patches on trenches sha 11 be permanently patched within 2 weeks of Completion of work within the roadway area. Saw cuts on concrete pavements shall be made no more than ine-half the depth ' Of the existing slab. ' PAVEMENT PATCHING DETAILS 11-85 ' 3' Aw. .Roeo_1 ,�!!_Q'_-�_,_�• Contract No.CAG 119=.5_L,_ �V T liiltC trc; firkin - junk A)E Belkum, LOA 98Oo5.r 681- 71s7irll, 388rlI (F) It 1 BID PROPOSAL d SPECIFICATIONS UTILITY f"QINetlE1Mo FOR 1 1 PONDEROSA ESTATES WATER 1 SYSTEM TRANSFER FROM 1 KCWD# 58 AND 8" WATER MAIN 1 INSTALLATION 1 WATER PROJECT + W-775 1 1 CITY OF RENTON 1 PUBLIC WORKS DEPARTMENT MUNICIPAL SUILDINC, 200 Mitt AVE S RENTON, WASN %055 • (2%)233-7E51 1 e GARY BUDD CONSTRUCTION COMPANY, INC. 244014Oth N E.042 • 8010v10.WA 960CS (20e1 ds/-7767 Respnsible Officer is Gary Budd owner. 2440 140th N.E. ♦42 Bellevue, Wash. 98005 881-7757 Job Foreman same as responsible officer. Bonding Agent. Maurer,' Mcginnis a Lill, Inc. 1200 Westlake Ave. N. 1605 Seattle, Wash. 98109 284-5140 Company is a sole proprietorship Responsible Officer is Gary Budd t SlTX OF RENTON ' rater Project e - 775 V waternlin Installatldn Pondetoss Estates N.C.N.D, 05e eater System Transfer INDEX summary of fair Practice, 'Affirmative action Program, City of Renton scope of work Vicinity Nap Instructions to bldder Call for Bide .Certification by Proposed Contractor/SutCOntractor/SuODIieriref, EEO *Certification of EEO Report a Minority and Romans Buslne$s Entetprlae Participation •Certification or Bidder's Affltmative Action Plan t •COIDIPed Affidavit Intl Certification form; Non-Colluston Antitrust Claims Ninlaum Rage form said Bond form -Proposal •Sohedule of Prices ' Bono to t^e City of Renton Contract Agreemsnt tE0 Compllance Report Semple form and Instructions ' nperly Minimum wage Rates in+lronmental Regulation ♦Isting nourly Minimum wage Rates Supplemental Pr'vislo',s Special Ptorlslons Standard Plans DDCQeent$ 'Marked • above ma S", be e"Cuted by the Contractor, President Ind Vice-president or Secretary If corporation by-lag permit. All pages m Vat be signed. in the event another person has been duly authorized to execute contracts, A Copy Of tie corporation nlnutes establishing this authority m,st be Attached to the 010 .a, CITY Of RENTON Public Mork$ Dept. Renton Mashingtpn 99CS5 OLIT ^A" CITY or RERros SUNNARY OF FAIR PRACTICES POLICY ADOPTED BY RESOLDTIOR RD. Yxo rho poll Oy of the City of Renton is to promote and afford equal treatment and serviea to all eitisont and to assure squat smp2Cy. went opportunity to alI Porto's regardless of raps; Breed; ealor; athnioity; national origin; sea; the prenenOC of a non-job-related pkyeieal, *theory. or m cal handioapi ape; or marital statue. This pcliry shall be barnud on the primriptes of equal ompiokmant ' opportunity and affirmative eatiom guideline* as tat forth to federal, state and load, taws. A,2 department• of the City cf Rea ton shall adhere to the following guidelines: i:� ENP«CYNEAT PRACTICES - A2t aotivitiss relating to employ. an tu0 a1 TIOTYt tmen t, sl lsotiom, promotion, torTinatitn and training shall be oandueted in a non-disOriminatory manner. Pareonnet decivions will be blood on individual porfornahee, staffing requirements. and in aaoordaned with governing Civil Sortiee Laws and the agroamant botwssn the City of Renton and the vashington Stets "Ouneil of County and City Employees. 'L. OOPERATIOR vi TN A NAR RIGA^S O CAR*+ T•CU . The City of emton wt ocepmra o u y v t a organ sations and Opp0rtsions in employ to promos fair practices and equal ' oppc rtuhity in employment.t. (Y' AFFIRNATIV CTIOR PROGRAM . The Cit c Renton Ae"i r y f rnati vc Ao tt on rogram 3i wa$n tatintd sa faoi li to cs equitab lr representation within the City vorkforoe and to assure equal ampplokran! opportunity to all. Pt shall to the respunsibittty and duty of all City officials and emptoyeas to oarry out the poticiss, guidelines' and ocrreotivs measurro as oat ,*arth by this prokram. Corrective tmp,oymant prcgrar0 may ke establtahad by the Makor on the re con-yen da•ion of an Affirnative Aotion Comotttea for those departments in which a protected Olaoe of amplaytcs ' it under-roprtsonted. tot CORTR CTORS' OP" AIIOR - COntraotore, subacntroctars and rapp tars ea% not n; Using es with the City oe Banton ' eha il affirm anal aujg„ribs to the Fair Praotiaeo and No, . Divorininattoh polieiee oat forth by law and in the Affirmative Aotion Program. 'ar of !hie policy Oha:I. be dietributs3 to a:. City s^r:oyeea, appear in al: appe ra Honal d,^awash••ti cn of the r, and shalt bs prominently displaytd in appropriate City roe. IA by the City Count" of Eke City of Renton, varhinpton, thin Ym day of June IPFC, CITY of REATOR: R,E�-sr�OR CIT1' 'May°N :ounei: President Attest: n Issued: July 10, 1972 f• % �. Nsvisad: February 9, 1976 C lty tier / Rovleed: June 2. 1990 CITY OF RENTON ' water Project W _ 775 8" watermain Installation Ponderosa Estates K.C.W.D. ►58 water System Transfer 1 ' SCOPE OF WORK The work involved under the terns of this contract shall be the ttransfer of the water system in the Plat of Ponderose Estates from the King County Water District Y 58 Water System to the City of Renton Water System. This shall include the furnishing ' and installation of 415 feet of 8 inch Ductile Iron Pipe, and 255 feet of Ductile Iron Pipe with Polly-Wrap and electrically bonded ,joints, 5 connections to the existing City of Renton System and 2 cut d Cap-s from the K.C.W,D, e58 system. The ' work shall include but not be limited to all excavation, oackfilling, and complete restoration of all surfaces and existing underground utilities, and furnishing all parts and appurtenances required to perform the work es shown on the Plans and specifications. 14�,d0�i�� • � r.�p'`oa�a�-.•ca�'`�`�w oQ,�'c ,?>°ram,?,Q Q°'s 14 ,r'•(POt�° ����' d!R{, O°�ta�J�{i;4�Q�G^�C.•-,O,?`�fiai�"I �'�1► , � � �4,�, fir• ''�wrif/� q�°'o c�acC�/i.`k'/"iCa�'j '„ i V���� � �GB� t r �60�-+► ♦Q ��-.,,.etl Y^�9�7 fin; � p,,y,.r�hO�*��Q._ O •' p pan'Cj � � 't` a'�d� �; � �y �;��i4��F � D' tl DCOcaCOCa � TO�A� e4S�A�5� 'S�. ,4 eA aee eee rryrrt =r, .o r �� ��• �q7D� l'7 � es�� �► 8�e6d i CITY OF RENTON n�C��C•rdr: R'i 4��rwf�.4M ��s:I��a�1 _ . _ ► � � tea... 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 Mall, 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 w111 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. 1 ;. Plans may be examined and copies obtained at the Public works Department Office. Bidders shall satisfy themselves as to the iocal conditions by tinspection of the site. 4. The bid price for any item must include the performance of all work ' necessary for completion of that item as described in the specifications. 5. The bid price shall be stated in terms of the units Indicated and as to a total amount. In the event of errors, the unit price bid 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 Me Director of finance of the City of Renton in an amount not less than 53 of the total amount of the bid shall accompany each bid proposal. Checks will be returned to unsuccessful bidders I dlately foilo,inq 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 da-age for such failure. 8. All bids must be self-explanatory. No opportunity will be offered for oral ' explanation except as the City may request further information on particular points. ' 9. The bidder shall, upon request, furnish irrormation 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 Benton Call for Bids ' eater Project e . 77S a• eatermain installation Panderose Estates K.C.e,D. R56 eater System Transfer Sealed olds .111 be received until 2:50 p.m., led. Narcn S 19a6 the City Clerw•s office antl will be opened and i at ' floor COnfaeanCe room, Renton MOn IC1peI Building D2001 Mill Ave. South.In the atn The work t0 be performed within 50 working day9 fide the date Of commencement under tnia Contract Snell Include, but not De limited to: tThis work will encompass the transfer of the .Star system in the plat of Ponderosa Estates fro% N,C.N.D, a $a to the City of Renton. Included In this work will be approximately 415 feet Or a' Ductile Iron Pipe, and 255 fact or Pplly.erappe0, 81ectriC413y bonded Ductile Iron Pipe for Crossing the City Of Seattle's Caper River Ploe:lnms, together with all neraafary valves, fittings, and complete restoration as set forth In the design drawings and speclfScatlona, there will be 5 connections to existing wants loins end 2 cut ► cap's of existing mains to be performed by the contractor under this Contract. ' The City reserves the right to [eject any and/or all lnformalltles. any aad!a2 all bids and t0 Niv! ' spproved plans and specifications and form of contract oocuments way b Obtained at the Public Mrrks Department Office at the Renton Municrl al Building ror a tlep0alt of D )5.00 each set plus S Son .� to corer II be ref Plans Postage, SpeClfiCAtiOnseins gold it i Condition uwithinpthirtytdt ys after n Of bidopening• The mailing charge w111 not be refunded, ' a Certified Check or bid bond In the amount of five parCent CSa)total amount Of each bid must SCCOSPeny each bid. 01 Lha The City$ fair PTeC"COS and Nan-Disctlminstion Polities shall apply. Ire I Marilyn ",(Pet rsen, Deputy City Clerk Published: Record Chronicle: reoruary 14 ► 21. 1986 Dally Journal of Commerce: February 12 a 19, 1906 1 ' CRRTI►IC ION Sy PROPOSED CONTRACTOR. SUBCY4ITRACT0m AND SUP►LIER REGMDSNG ROYAL MPLOYNBNT OpporrusiTY ro Be e IMSTR w .ywyr.rJ .� W-775 ' This certification is required pursuant to federal Esscutivs Order 1114E.✓✓The implementing rules and regulations provide Nat any bidder or Pr.,apSttivm contractor, or any of their proposed and supplier,, shall state As an initial part of the bid or negot Subcontractors par tatione of the Contract whether it hasticipated an any previous contract or subcontract subject to the equal opportunity clause: aAd, .f ' 00. whether it has filed *11 compliance reports due under applicable lnstru<t1,,ns. IT., City has he[etofors adopted 1ee01ution I140 under date of Jume 1, IS40, amending a 'Pair Practices Policy,' as IWOMented by ss 'Aff1 mstiee Action Prograe' therein amendinq the Banton to Prompt, and aft equal tree policy equal the City mof e' aq treatment iM ersonse eg all snorers and re d$ =l equal employment opportunity MThd on athe ear sad fitness to all persons regardless of race; <reedt color: ether ie ity, national origin: This the pre pale Of a non-job-rQated Physical, sensory or mentsl handicap: see or ssrital atatss. This polity shall likerSSe apply to all Contractors, subcontractors and Suppliers conducting busmen with the City of Benton who in turn *hall Office, and subscribe to said practices ' and Policies. The aforementioned provialonr shall not apply to Contract@ or subcontracts for standard commercial suppliers or raw meterials or farms or Orgsnitations with less Nan eight eaployeu or contracts of lase than 910,000 business per Shoe rim the City'. when Ne Contractor/Subcontractor/Supplier (herSinafter referred to as the Contractor) is pquired by ' Ne City of Benton to submit an Affirmative Action Plan, the minimum accsptable precentage of minority employment rill be that percent*g0 Mich 1a Currently listed in 'Appardla I' (City of Motor. Goals and TimetSDlsal in the published L'Lty of Benton Affirmative Action Program, i.a. 9.1%. This Program is available for review at the municipal Building. The un0 .greed contractor therefore covenant,, stipulates and agrees that during the performance of this contract he will not discriminate against any person In haring. promoting, discharging, comoen- SAting or any other term or condition of uaplOYment, by reason rf suet, person'• status, reference the (11) categories lined In par*. 1 above. tContractor further agree, that he will take affirmative and continuous action to insure full compliance with such Policy and program Jr. a- raspecta: It M1nq strictly understood and agreed that failure to comply with any of the terms of said provision* shall be and contituto * metatial breach of this centract. Contractor shall, upon request ond;<r a, soon a, possible thereafter, furnish unto the City any and all information And reports required by the City to determine whether full comullssa has Men matle by the contractor with shad Policy and program and Contractor will permit access to his iooks, records and accounts by the City for the purpose of inve,tigAtion to Ascertain such compliance. contractor fur,her acknowledges that he has received a true and complete Copy of the City'. •Pete Practices PoLCy.' G.9 ' CC -I01000 Contract enter Cation r CERTIFICATION BY: MOTOR or 6tTCONTRACTOp _ or SUPPLIER NASIL: ADDRESb; ' REPASS TITLE: 1. Contactoral opportunity 'clause: has part i<SPVd in a previ, us Contract or subcontract subject to the Equal opportunity Clause: Yes _No 2. Coepllanee reports were required t0 be filed in connection WIMP such contract or subcontact: _Yoe _No 3. Contractor/Subcontractor/Supplier has filed all compliance reports due under applicable instructions: _yes _NO ' a. If answer to item 3 is 'No', plssee erplein in detail on reverse aide of this Cartification. CERTIFICATION; The�nforgtlon above is true and complete to the Mat of my knovledg* and Mlisf. t gfd21. -+s ��/�,,mt►j•1,r�'f/ijTT-S gnec p ease type or prie/ttT- S qn at rare to Peviered by City Authority: Date: As.:. 1..:.el ' CERTIFICATION OF EQUAL EMPLOYMENT GPPORTUNITY 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 4, proposed subcontractor hereby certifies that he has has not participated in a previous cuntract or subcontract subject to iije—1 equal oppdrtu nitY clause, as required by Executive Orders 1092S, 11114 or 11246, and that he has has not , filed with the Joint Reporting Committee the Director o t c Office o ederal Contract Compliance, a Federal ' Government contracting or administering agency, or the former President's Committee on Equal Employment Opportunity, all reports due under the applicable filing requirements. any � By: ^ � itle Date: /Li. ' Note: The above certification is required by the Equal Employment Opportunity Regulations of the Secretary of Labor (41 CFR 60-1.7 (b) (1), and must be 1 submitted by bidders and proposed subcontractors only in connection with contracts and subcontracts which are subject to the equal opportunity clause. Contracts and subcontracts which are exempt from the equal opportunity clause are set forth in 41 CFR 60-1.5. (Generally only contracts or subcontracts of ' $10,000 or under are exempt.) Currently, Standard Form 100 (EEO-1) is the only report required by the Executive Orders or their implementing regulations. Proposed prime contractors and subcontractors who have participated in a previous contract or subcontract subject to the Executive Orders and have not filed the required reports should note that 41 CFR 60-1.7 (b) (i) prevents the award of contracts and subcontracts unless such contractor submits a report covering the deliquent period or such other period specified by the Federal Highways Administration or by the Director, Office of Federal Contract Compliance, L.S. Department of Labor. PUBLIC WORK OR IMPROVEMENTRev. 4/83 ' PARTICIPATION CERTIFICATION: REF. ROW 35.22.650 CONTRACTS EXCEEDING $10 000 (OR $15 000 FOR W.:TERMAIN CONSTRUCTION ' MINORITY BUSINESS ENTERPRISES (MBE) and W04ENS' MINORITY BUSINESS ENTERPRISES (WMBE) ' (BUSINESSES OWNED AND OPERATED BY WOMEN) ' Contractor agrees that he shall actively solicit the employment of minority group members. Contractor further agrees that he shall actively solicit bids for the subcoatracting of goods or services from qualified minority businesses. Contractor shall furnish evidence of his compliance with these requirements of minority employment and solicitation. Contractor further agrees to consider the grant of subcontractors to said minority bidders on the basis of substantially equal proposals in the light met favorable to said minority businesses. The contrector shall be required to submit evidence of compliance with this section as part of the ' ii. As used in this section, the term 'minority business" means a business at ."a r °fifty-one percent of which is owned by minority group members. Minority p ror, members include, but are not limited to blacks, women, native Americans, Orientals, Eskimos, Aleuts and Spanish Americans The City will consider worn affidavits presented by subcontractors In advance of contract ward as one means of establish_ng 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 reeulting contract. A bidder's failure to submit this certification m submission of a false certification shall render his bid nonresponsive. MINORITY BUSINESS ENTERPRISE CERTIFICATION Certifies that: Name of Bidder (a) it (does) (does not) intend to sublet a portion of the contract work and (has) (has not) taken affirmative action to seek out and consider minority business enterprises as potential subcontractors. ' (b) the contacts made with potential minority business enterprise subcontractors and the results thereof are listed below. Indicate whether MBE or WMBE and identify minority group. (If necessary, use additional sheet.) MBE Min. Or. WMEE 1. El t (Name of Firm, 01d Item, Results of Contacts) act.) ❑ ❑ 3. ❑ ❑ 4. f� El' S. ❑ Mr.,'w . has been designated as ' the liaison officer for the administration of the minority business enterprise program for this firm. CERTIFICATION OF BIDDERS A,FIRMATIVE AC710N PLAN Bidder is to indicate by check-mark which of the following statements pertains to this bid package, and is to sign the cert4fication for that specific statement: a) It is hereby certified that the bidder is exempt from the City's a� Affirmative Action Plan requirements because: �t "Average annual employment level is less than eight perms.le::: employees, ■ and the total contract amount with the City during the crarrent year is less than $10,000." Company Date ' BY: Title ' UR L! b) It is hereby certified that an approved Affirmative Action Plan is on file with the City of Renton, and that said Plan specifies goals and timetables which are valid for the current calendar year. ' Company Date ' BY: _ Title t OR c) It is hereby certified that an Affirmative Action Plan is supplied with this Bid Package. Said Plan will be subject to review and approval by the City as a prerequisite to the contract award, and it includes: ' 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: ' Title OR �j d) It is hereby certified that an Affirmative Action Plan will be supplied to the City of Renton within five (5) working days of receipt of notification of low-bidder s tus. Said Plan will be subject o review and approval by the City as prerequisite to the contract aw,.:d, 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 Minorit,, a Fe Utilization. om �— D ate v BY: Title u.I— Title 1 (( CONSGARY 6u©D CONS Lo ' TR�,CT/ON COMPANY, INC. MAR p e '""e'00H10 1 2e401e0th N.E.aa2 • 9e1levue,WA ND05 • (206MIJ757 1 Gary Budd Construction Company will not discriminate against any employee or applicant fOr employment because Of, -a:e, religion, creed, sex, color, ;.xual orientation, marital 1 -tatus, politics, ideology, ancestry, presence of r,ati onal origin, or the any sensor., mental or physical handicap unless based upon a bona fade occupational Qualification. We wi ' 1 tax# aff ,rmat �ve action to or,sure that applicants are employed, and 1 that -employees are treated duringyme emplont, without regard to !heir creed, religion, race, color, sex, national pre_rnce of any sensor, Origin or the , mental Or physical handicap. Such 1 act,o , shall include, but not be I ,m, tee to the +Ol l Owing; employment, upgrading, demotion, or transfer, recrui 'ment or recruitment advertising, layoff terminafien, rates ' other forms of Pay or compensation and selection for training, including apprentice ship , we agree to post in conspicuous places, available to employees and applicants for employment, the provisions of this non-discrimination clause. We the terms give, prior to the commencement of work, notice Of-� of the affirmative action to be undertaken to SUptroisors, all employees having any responsibility for hiring, assignment, promotion, layoff, and other employment decisions, and sub-contractors. W, 11 ensure that all 1 employee=,suparv,scrs, are aware of and adhere to their obligatilonr to maintain a working envir oment free from discriminatory conduct including butand notwomen. Iifni ted to harassment and Intimidation of 1 minorities and women. 1 We will post in conspicuous places, available to employees and applicants for employment, EEO indicating tnat Rosters and an EEO statempnt the company will not discriminate against any employee Or the for employment because of race, religion, creed, sex, color, sexual orientation, marital status, Oola.nycal ideology, ancestry, national origin, or the presence mental or physical handi -ap. 1 We will conduct systematic recruitment efforts through the media and with employment agencies, schools, training 1 ea tabl ,shments, community and other organizations concerned with employment for minorities and women. ' OAkY BUDD bm CONSTRUCTION Wk eAWVGCIlKKV COMPANY, INC. 24401400 N.E.H2 • WlVvue.WA9M • (205)lkii7757 We will encourage minorities and women currently employsd by us to recruit other minorities and women for Openings and anticipated vacancies. When possible we will provide after-school , summer and vacation employment opportunities for woman antl m,nor, t/ youth. ' We will provide on the job or other tra�ning oppor. n� t:es for minority and women applicants and employees, when possible . ' We will conduct a work force analysis which will enable . t to 'dentify lob categories in which minorities and women are jndervtilited. We will review all existing application forms, tests, ' minimum qualif'cations, etc, for Job relatedness and necessity; reVi4e any forms, practices, activities which would adversely impact minorities and women. We will maintain a current file 04 the names, addresses and telephone numbers of all job applicants, specify ng race and ' gender of each applicant and the action taven with respect to each applicant . We will keep a written record of the time and piece of notice's regarding affirmative action, person s notified, and the specific subject of the natice's. We will maintain records n an easily retrievable and understandable form that will document any and all Openings and opportune ties for advancement that occur, our efforts to train, recruit and promote minorities and the results Of those efforts. We agree that we shall actively soloclt the employment of women and minority members. We further agree that we shall actively solicit bids for the subcontracting of goods or services iroin qualified women and minorltw businesses. We shall furnish evidence of our cmpItOnce with these requ!rements of tom" and minority employment an, We further agree to consider the grant of tub-contracts to said woman and r GARY BUDD CONSTRUCTION COMPANY, INC. r2441e0h N.E.aai - tWirnle,WAOM • {MM't}wt-7fl7 1 minority bidders on the basis of substantially equal proposals in the light molt ituor►bla to said women and minority businesses. 1 As used in tn,s tiause, the term ^women and minority businesses- means a business at leant 51% oc wh�cn is owned by 1 woman or minority group atembrrs. Women and m,norit• group members include but are not ' Imiteo to Blatks, Wonien, Native Americans, Orientals, Eskimos. Aleuts and Spanish Americans. 1 1 iG�rx try trvl , 1 r r 1 t 1 r r i ' GARY BUDD ' CONStRUCt/ON COMPANY, /NC. n °soar ' 24QI4015N E.N2 . Ballwue.Wq�5005 (2�51881-7757 ' Gary Budd Conutruction Com "larch 24, 1986 an Phone t (206)881-7757. COMP any EEO Officer is Gary Budd. OPrnyBthaLpoyeeConstruction weene142 is a small y contract- ing coa aCc ' and that does p tyeas betwe utility hiring minorities, not have an Opportunity including the owner, meet the goals of hiring the 21%Job MMBrE. hiring extrthe arpeopletI w of 98 W,B.E„ p will ' Gar uddc, • - 1 Ir tiY'�YW _tea D MAR T 8 19BB City o1 Ramat Cabines Rffideylt a Cw,ltlmtlma Ford Mma-Col IYS Ion,Mtl-Tr Ys1, end NIAIY Mg. Mom-fe d el hid) NO*-CMLUSION AFFIDAVIT ' Being duly sworn, s and Says. that M Is the identical 'Be 'WO in r 111 I y maroon nIW or colt.d W q 0 nDOsal nr plat and mat each Old is eMulr Boa not ahr K coI- fusiw K made in thede, Interest s noon directly of M1 period not iMraln nerd. and ' further, that the work oir t has wT dirwtly Indwcad K solicited any other Bldd.r en iM /Kageh,g wort der ague brut to 0.1 in a an" bid, or any Other P.r Son or CKpWatlon to refrain from bidding, and /M1 ",,,an, "S not In any manner Bought by col IuSlon to "curs to hisq.lf Or t0 any other parson any edvantaa..war other Bid", 0r Blddera. IiM CERTIFICATION RE, ASSIGNMENT a ANTI-TRUST CLAIMS TO PUNCHASER Vendor Ind purchaser raccgniz• that In actual . nic practice owrcharg\a raSYltirg ban sni -trust ylolatJms or, In tact usually borne by the purchaser.' T%fefdr., wnwr hereby ,&sign, 10 purchaer Boy And all Cfal.s IK Buck Owr- cMrgss as to goods and materials purcM"1 In connection, with this Kdec or contract, anc.pt of t0 OwrCMrgss resulting frW antl-trust violations con- mncinq deft., the date of the beds quotation, Or Other .yens establishing ma price un0er this order OrCOnifwt, In addition, yarbM warrants and represents net each Of hit Suppliers and sub<Ontractors atoll design any and all such c le1ms 10 Purchaser, subject to the etorwentlaled anpptiM, alU NIA MIR BASE AFFIDAVIT FaMI I, iM underalgrdt haying "an duly Sworn, "POSed, say and certify that In connection with the performance of the wont Of this project, I wl if Pay each 'less"' Orlon Of IspOrer, YKANn. Or eachan C MPIOYed In }he perfOrynce of aucn worrat.: lips o, sthen me p"w,I Ing rate Ot "go or hot less than }M' winl.uw re" Of wages N Bpecil I" In the principal contract. that I Mya 0.4 the above and fbyg0ing Smternt and certificate, know the contents thereofend iM Substance as Set forth }n.reln ib hw 10.y k.l.dgo wad be list, ' FOR, NON COLLISION AFFIDAVIT, ASSIGNMENT OF R11T1-TRUST CLAIM M PUBSBpSM MD NININM MWE AFFIDAVIT Tf 0, / y�L,�is S�4 P ud J�«.�. .�k.�.C�..�:. Noma o1 F.0,— Xt4) Nr of Didder s In f two of Winer sad Repr.swtati-Jw1 rf`of Blddar — ' Subscribes lees as4w to betKo ma m "IS f n J day of - t ' K deb is In t \b of 4ah ingtm � .... . ..... Fidelity and Deposit Company HOME OFFICE OF MARYLAND eALr/MOaf,MO.2J)W t BID BOND ' KNOW ALL MEN BY THESE PRESENTS: ' That we, _Gatg_.Budd..Conatrnurtl.ORt..Co#pgty__........._................... ..........................................._..........._._-. _ ................................... ............................_..............._....__._ ...__......._..... —.—................._...._................ . ... ........... as Principal. (hereinafter called the' "PindpeF7. and the FInui.nry .%No DNro.rr C011►AM OF MAR UN0.of Baltimore, Maryland, a corporation duty organised wrier the laws of the State of Maryland,as Surety,(hereinafter Called the"Surety),are held and firmly bound unto........_.City_ot Renton .........._............................................_._..............._._...... ......... _... ..... ..... ._.. as Obligee.(hereinafter caled the"Ohhgee"). in the sum of...,five of total bid agWMt for the . .............. .....Dollars(t-,---91ir..-r..�. our heirs,Payment traton,successors dbe massigns.jointltly and lsseeverally.firmlyl smd the D them Ypdaea�l ......WHEREAS,the Principal has submitted a bid for....-J-0b...0,1,--7-7 ...MAtrQC..Job............................... ......................_..............._..............,......_„.._._..._._..._.........-.»». .............,,__....................,._,......_.._..._....................................................._.,.._..I............._......_,_....-. .....__..........._.........__..._........,..._,------,.,_.,,:,_.... __....__..........._._....._..................__............,._._......._......... ............_... ............................_.................._.........._._..._ ' NOW,THEREFORE,if the Obligee shall accept the bid of the Principal and the Principal shall enter into a contract with the Obligee in accordance with the terms of suSh bid and give such bond oc bonds u may be specified in the bidding or contract documents with good and sulhcient surety for the ndorfaithful performance be such contract and for the pomp payment of labor and material furnished in the prosecution thereof,er in the ' of event of the failure of the Principal to enter into such contract and give such bond or boons, a the Principal shall pay to the Obligee the difference not to exceed the p¢eenalty hereof between the amours•:specified in said form thew w1,id and ork euch rred by saer id bid,then this obigatiount for which the donshshall be ulid oad vad,otherwise to remain in full fooaith contract with another re and to reflect. SigneJ and sealed this-.............__......IM... ...day ol........ - dd.,Construction Co ) Bimrss 7'i7fr iFIDELITY AND DEPOSIT COMPANY OF MARYLAND surrIv a.........Y.f By— Tim ....!.^"m...._l.�»y .! .�e4�:........(SaAL) eMrss Larson, Tnfa Attorney-In-Fact Apwa mar. AJAe U er the Ame,.n0 inuaVrt N Anunecl,. ' .\.1,\.n,eunent NLL A lIV reOruuY r•rp Le,non. 1 POW.1 OI AftOrneY FIDELITY AND DEPOSIT COMPANY OF MARYLAND ' NONA OrerCr "Imps, o0 KNOW.A't MFN Nt fN•.F 14s,r cr. That the FlOxt'TV ANn I)X"TCnMPA5vtie MAeyu,RD,a corpora_ tiun of the State of Maryland.by S. R, MINSKER Auistanr Sacm,,, in t ne'Preawenl,and V. F, TOOKY Y. twnuanre nl authority granted by Article Vl.%action 1,of the By.Lawa of vd Com- pany.which reads as follows: Star !. I n•1'aa,dent.v am kavm�.e\.p-Preadenr_w anv d the srn V'krN uN en,o do h.she Ravdd Lbrwtwaa hYiM EAmwiee'.' a•sh e b uNw..rna rd d i At eh et AumupurwawY r mSnea xr ur.er.[o appwat Rewdoemnmt m\'Nwe.Rheauld Aean•ux,Ax.Nuv,a h'mdr°a°VtMaa:n«wl'Ynsipk edh-eleyn rekor nadMrun uAea•u Owr n,d#e d a wSSentSent,,'Airoranv . uebrlaku.p,r r0uupe,Xrw to tauthvrr any perowwr.owr ro<aerute on yyMdeM Com Y a'Fap mvt[a[v AM mmu�runNm'•pie k�stupd �'tpvapa apwmenn.deeds.and relusm arrd 7=y lade, pot may rryuwr,AM ro ama the sraldi�C<9- and MAD J1 culu mm-,.memaaM IN,inunntt..,"M:bwMy.1,'hehe �. ' does hereby nominate,constitute and appoint Tim lar'aon of Seattle, Nasbirw,ton........ ' Its True ant lawful agent and Attrinev,in.Fact, to make, xecutr.surety, and as its act and deed a seal and deliver,fur, . d an its be a[ any and all Gonda and untlerlakitlga......... AlfdTfittexecution of such bonds..r undertakings in Punuance of these presents.shall be As binding upon said Company,"fully and amply,to all intents and Purfioaes,as if they had been duly executed and acknowledged by the regularly elected officers of the Company at its office in Baltimore, Md.,in their own proper persons, tht ' mid CompA-V sad n n.y m fawlwa hemlq,mrdr the :ha alureryng is a true ropy of Ankle V!,smtkn 7,d I.9y-taa a IN WITtaass WHER"A"' said Vice-President and Assistant Secretary have hereunto •ubarrilted than name and afitxed the Corporate Seal of the said FmztIry AND DkeoslT CnrYAvv eir MAayI la this 204t1 day of April A.D. 19 79 ATTFAT FIDELITY AND DEIVOSIT' COMPANY OF MARYLA vD[ a S6ALL a C SnrA na MArrI nAN Ain Wa tmman -•.ufrwr.._.._..._..... Cln as NAunpa On this 20kh d.yyl d April A.0 to 79 MuY4M,m and tw eha City of RaXiawe,d.d rp,m brl«e tht Autsnbrr,• %uem Itibbr$apetuYdeha Ftnuiry ANa lltrovt COaraxrp MAar Yeii�t,atoda'palrr r�pn'a���y the aturenammt\'xr.prrndent and papa m aM the eatn,tedrha puedrp kurumme,aMthateaeA atkrror4tlged f noun n,he the ouk,id.t.,oid n?cen Aaskpne Aeyaaay aW taca tw IN It depoweA sad pqh,that theY tap tha aAie odiphres d tec AA IM Aw.a�being hY me duds- trip, to tM ianrumeaa is Iha Cwseratr seal a yid Com pny Seal aid,.M that the oral aimd alfesp wp do alhpd Aad aNbtpi►rd to the mid imtrumrnt b-the autharkh msaidad di e`�ate seal aM thew e:la Tn It. Wxarw,I hacY Mpunto set m hand and altered my Y ipn1On°I the aAd al Mewer:- year arst aaevr eiitrn v OiNa1 Seal,tar tha Co,a Bakimp lhad Y Y C .orA`n 17 " ........._ Notary ........... etisc J nneston prp..JLly..].r.1982 'oN,a CERTIFICATECERTIFICATE .. I,N .ndrrwpnM.Aw• neur ya'he tteatirT AND pa d lw d,,w1yofwhich ihcI rwn Capxv or AIur6Ax".do hreb Muroflhoib t 'beheydof thonpualul4 uuI'Mcwrme ropy.uin lulllwy aM rnmcrmthA YnndYthatthaw711taI the)amh«ued byy the Board a lR hwrcnp�Mo~armrd the said rower a AuwitsY nu orie a rhr add,�p I\u �Arate:aM 1 the Fra41tY Axn Lre wsn(onnxr w MAanm��t awY Ae'wrny-in•Fam a ppAidml in Anwk YI,union tidpr�Metaap. LhN Cem�Rcate ma.M u Y'Lawa a taN b lap,pus uMer anJ by•nhany d the Idkwmg rod ewn of the Board d L {rosuTT AND;tTwsrt lonraxr rN`MAAYLAN"ae A memmg duly oalkd am Arid on the 16th day aL Ju14. Ieaa. tNeceon a tha' Fria.rho, "I hat the L,wm.k«me, II adt'.rrmawe w hmeattm,wMre,er a eca s rewMurW wenatup d any Aauvant 5aaeu.y a the Can.ad and bmdm".gnn Ihr fan plwannR utm a.mbAmf mpv d A-1 ny A i rnwneY imued hi pm,w knew pnl unA the vme Ivi a na rnr,.t a ih.mch mama"y altered i -eM Company,shall be IN Tr•nwnnr W....... I ha.e hereumo whwn4d my name and aRaed rh•rwpra• a ,d she wd t'omnmi. the 12U day rl March 96 a In•'am C rk•r FUR \ I it'll PRO ADDENDUM tl City f o Dept. Public nt Addendum01 to theContractDocuumentsk for PONDEROSA ESTATES 8" Watermain Installation KCWO #58 Watersystem Transfer W475 TO ALL PLAN HOLDERS: ' You are hereby notified of the following changes, deletions, additions, correction, „nd clarifications to the plans, specifications and other documents comprising the contract documents for the City of Renton, ' Ponderosa Estates 8" Watermain Installation. 1 . Note that the sheet numbers on the cover sheet are incorrect. Add 1 to each to get correct sheet number, i.e. Sheet 1 should be ' Sheet 2. 2. The quantity for Bid Item 01 should be changed from 614 L.F. to 414 L.F. ' 3. Add the following to the Special Provisions: ' 1-07.17 Utilities and Similar Facilities (supplemental section): If the tie-in at Beacon Way S.E. (Bid Item 09) requires that water service to customers on Beacon Way S.E. be interupted for more than six (6) hours it shall be the contractors responsibility to provide temporary service to all affected customers for the duration of the service interuption. ' The cost of any required temporary water service shall be included in Bid Item 09 and no futher payment shall be made. ' 4. Change Bid Date to March 12, 1986, Addendum al is hereby made a part of the contract documents, and its conditions are fully binding on the plan holder and contractor. The contractor shall acknowledge receipt of this Addendum 01 by sioninq in the space provided below, attaching it to the proposals, and ' Icknnwledging the Addendum Al in the proposal. Receive, d Acknowledged: (To be Submitted with Proposal) Gary Budd Construction Comps=ny __ March 10, 1986 Contractor Date ' '`�� Owner ' PROPOSAL ' TO THE CITY OF RENTON RENTON, WASHINGTON ' Gentlemen: The undersigned hereby certif !P_ S that h_ has examined the site of the proposed work and ha'_ read and thoroughly understand-_ the plans, ' specifications and contract gc�ernino the work embraced in this improvement, and the method .,y which payment will be made for Said work, and hereby propose ' to undertake and coap;ete the work embraced in this improvement, or as much :hereof as can be completed with the money available, in accordance with the said plans, spec,fications and contract and the following schedule of rates ' .'rd prices: (Note: Unit prices for all items, all extensions, and total amount of bid should be Shown. Show unit. prices both in writing and in ' figures.) Signature ' Address Q?yyo J9 r'X+'y�. Names of Members of Partnership: �(. 910 ' 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 t Water Project w - 775 e' watermin Installation 1 Ponderosa Estates E.C.w.D. 158 Water SYstem Transfer 1 SCHEDULE 09= PR I CE® .w.... rw.• ...... ... .11 ...... ... .......... ... •.•.• w. ... ..... .. ...... .... .w w .... .. «... .. .w.- r .. rw mow I ITEMI Fd'►RpI. 1 ITEM wiTh- tUd1T PRICED YJD� INIT M110E I----_----- 1 I ►O. 1 a11Na1T27Y 1(lalt Prlca+ to 1t arltfaa sa Yarb/l r _`_-_ MOIiIT 1 G7f 1 1 I I ICII11DL1 A- I 1 01. 1.444-A1111 1 e' orctus Iron Pipe 1 I t 1 1 I Lineal Footl (Tyten Joint) t 1 t t 1 .��00 I 959�00 1 1 t t 1 ►K l(�Od Foet (words$ I IFtWns7 I 1 1 I t I 1 02. 1 21,1 I •' luttils Iron Pipe ITJ or Nil I I Lineal Foetl 1 .a/aJry►olly-*bap aa)nd Electrically I sdsvO�ed t I 1 1 ' t i P vl lY•; vo i /iY73- 00 � 1 eI. 1 1 1 12• a s• Tapping Tao and Tapping i ' t 1 lath 1 YSIV7 Y0o no I ' 1 1 1 01. I I 1 t' late Valve a/ cast Iron 1 I 1 ' I Each I Yalve Box 1 t 1 I t 1 an I 1 t i 05. 1 2 1 b' late valve •/ Cast Iran I 1 1 1 I Each I Volvo son 1 t t J 1 ! i of Each D� 37S dO 73 0 00 1 I 1 I 1 104. I I I Itsodard Fire Nydrant Asseebly I 1 1 t I Each I I I 1 I I I I t o/ t1 s� •o i /350 AO i i7So 00 t 1 ForEach U 1 1 1 t t � t 1 07. 1 l 1 12' to b' Tie-in • Puget lr. I I t I Le Sum I Including all Fittings and Labor 1 ' I y 1 t t I Cgy lgte t 1 0 0 i 90 0 o q 1 ' t 1 Per Luep Sue I 1 I I 1 1 I 1 I Ol. 1 1 I P to a• TIa-in 0 Edaonds Nay 6E 1 1 1 t I Les, lime 1 Including all Fitting, and Labor I ' I I t Ce eta Y I I I I I ■ I I I li 07 s. _ / 1 /moo^ •� I l�oa of I I Per Lusp 6ua I 1 I t I t I Paso - 1 Water Project W - 775 8' wtermfain Installatin•, Ponderosa Estates K,C.Y.D. S58 Water System Transfer rr r• taZCHEDUL.E OP' PR I UM13 •w•r. wa. ►rs••r ter. •sa s.•r•. • •........ .r ....a a.... .. r�r •• rwrrw. �wrw se ss.•. s. r•.w w.rr mar rsrr.•. rwr ..wr.• r rrrltrr r••ur• .wr wr..rw •. ev••r •r�rr •wrra rrr•rss.r IITEMf APPROX. 1 ITEM WITH UNIT PRICED DID 1 UNIT PRICE I APKXKr I i M. 1 9LAA TITY lfcsit Prig tg_td prittn is Cerde)IpOrAR9 09 IDOLi_dk9 CTS I t I t SCHEDULE A' f t 1 t OY. t I I s' to 6' Tie-to 0 Beacon Nov SE I I 1 I I lump Sue I Uncludina all Fittings and Labor I I i I I t Co pl et 1 1 1 i 1 t Poe Loop But (Wordsl 1 (Figures) { 1 I t 1 1 1 { 110. l l t $' to 6' Tit-in S SE 151th 8t f 1 1 t I Loop Sea I lnclundihs all Fittings and Labor I I 1 1 1 1 C onQQI t o . 7 �y1 ! I I I I 1 r i ,-1 ,.��GtTu�O _j /O.l U,AU Per i I 1 Per loop Sue v I t i I ! { f I 1 t It. t t t Sv to Sv Tie-1n I SE 20th P1 I I 7 t 1 Lump Se* 1 Including all F .tinge slid Labor 1 { I I 1 I Coa lets 1 t 1 { t f C!g,��t, � IDSp ov 1 iosv.v� t I 1 I Per Loop Sue IC,7I I i I 1 I { { 1 12. 1 1 t Cut and Plug skittles Hain I I t t I i Loop Sum I SE 151th St t t t i.�.st✓r iL•:� {,c��,d'�_,o--.� i i'UU. o•) ! YOO. 0 U I 1 1 Per Lump Sum I I 1 I 1 1 1 t 1 13, { 1 1 Cut and Plug Existing gain A 1 I I t t Lump Sue I Sloth Avb SE { 1 I 1 I l a�trt..c'..G._����� yZ t -Y JJ,Ot) t 'Y.$�•r. ,>cr l S I I Pas lump Sue I t 1 ' t I I U. : iS t Portland Cunt Concrete for t { f Cubic Yard I Blocking, and>Deaden 1 1 t •• I 1 1 Per Cubic Yard l ^l f 1 t t 1 IS. 1 500 1 5/9' •thus Crushed Rock for 1 t 1 t I Ton 1 S&ck41ll, Driveways, *no t t Top Courts /A/ t f I Per Ton 1 1 1 1 f 1 I 1 1 1a, i 9 1 Asphalt Concrete Class 'I' for { 1 { i 1 Ton t Pavement Patching t 1 1 t t p.f�Llr.IItdls_LZl�'. _ I `�4 , 0 0 ?/O. U O ' t I Per Teal.ff 1 l I I I i t 1 Pace - 2 r:cS�S Hater Project Y - 775 B" Wattrsaln Installation Ponderosa Estates K-C-N.D. 056 Water System IraesTer .. SCHEDI.JL_E E3F PR Z CES ---y ... .w•.. x.... ..... .• ...... ... ....... .... .. .• ►. ...... .... .... ...... .. .... w... ... ....I.. ..•..e... ...... ... .....I.. .. ..... w... ..... ... .n... --------------- I INO, I UAMTI;. I IT@f WITH 1MIT PRICED BID 1 LIMIT PRICE I AMOUNT 1 1 NO, a1AlITITY Ilia it Prfua to ►. arrtt.' ia tardef I DMAJMCIS 1 RMLAM, CTS. 1 t I SCHEDULE A• 1 17. t 1 1 Permanent 2• Slow-off Atssobly I I I I Each I with Cart Iron Meter am 1 1 ' t ySo ou 1 ySo 0o I I I t For Each iarc. fe) I ifigures) I 1 t 1 I !8. I S I Remove and Repisce Cement Concrete 1 I I I I Square Yardl Sidawa k 1 I I I I � 1 l nor equpr► rare I I 1 1 I N. I SO 1 Remove and Replace Cement Concrete 1 I t I 11 'neal Footl Curb and Butter including Depressed I I DriveJymy [Lion ��• I 1 1 / S o0 0 1 I For Vnel Foot 1 t 7 D �. 120. 1 100 I Retort Loan Area with Sod or Bete I 1 ' ! I equare Yard! I I 1 1 I I I I ' 1 I 1 Por Square Yard 1 I I 1 1 21. 120 1 Rip Rap Rock for Sank Stabilization 1 1 I I I Ton I _ //,7 ��` / l "z-4L� 'l tfi 1 I 1 /S oU t 0 0 0 0 1 ' 1 ! tr on 1 I ? I 1 t 1 1 22. 1 3 I Cathodic Protection Test Station 1 I 1 1 Each t Type 1 or type F 1 1 I 1 ' 1 clop, 00 1 1 I I I For Each I 6 o U. Jp I I I ' 1 23. 1 1 1 Construction Staking .ne As-Suit 1 I t I I Loop Sus I Survey Notes 1 I 7 I I Por Lust Sus 1 1 • 1 1 I iSubtotal schedule •A• a 3L$ 7,/5 8.11 salt. Tax a 3/6/- a 6 ' Total Schedule •A• a Page - 3 (Moto: A&eamr b tsp�ll i� slt utwAsians and total ass w.tPriams o! �_ and rMn mntli C: µCoors tlw r ittun Words orys d fjgw.! Of typedV�1 ) APPRO%, ITEM WIT tl UNIT PRICED • N0. O�INTITY Unit Prices DID _ to Ds wric,sn in words DOLLARS PRICE LA.R$ C?S. ppLyAp�TCTS. THE ERSIGNED 9I DER HE AWARD HIM, ND BETE AGREES 10 START CONS w0 -INC DAY.LA EA THAN TEN (10) DAYS TRD ION IIORR O TNIS PROJECT, I A EA STARTING CONS FINAL ECUTION µ TRUCTION. IOC LET[ YI DATED I INIS--L2—DAT 0 ACKNOy . 199 a@IT OF CEIPT OP ADD®tDAt NO. ATE NO ■ A?E — �No ATE SIGNED TITLE NAME OF COMPANY ADDRESS CITY/STATE/ZIP TELEPHONE b f O S CITY O RENTON / U STATE CONTRALTO S BUSINES LICENSE 'Y! LICENSE 1 ood I BONS) t0 THE [ITr Of REnTON Bond R11OW All "I W THESE PRESENTS: That wa. the undersigned Cary Budd Construction Com^env u pn"t'wl and de itv 8 Deposit Comnsnv of !1e and e s a ng unde the laws of the State or rvland corpora r On organized corporation, and Qualified �1'.8 land as a surety upon bonds of under the laws o the he Stott Of Wast.i ngton to become surety flycontractors with municipal corporations, as surety are jointly and swera88 Aeid •nd f'rmly bound to the City of Renton in s4T.398.4T—_________ for the the Donal sum of sal es and our successors, heirs, adminigtr�(ormsnOrof whfcA sum On demarb we bind our- use may be. Personal representatives, as the ' This obligation is entered inro in pursuance of the statutes of the State of Washing- ' ton. the Ordinance of the citt of Renton. Gated a Washington, this 9& day o1-_ Mafrh Idtc ' Nevertheless, the conditions of the above obligation are such that: •� WHEREAS, under and pursuant to Ordinance (or Resolution) No. 2295 providing for 8" water main for Porderona Estates w�a_st, M ti t . 1 Aing Cotuttv Water District rca +ct is referred to he rc.n land and s made a part hereof as n thou 9 a[t+ched hereto}, WHEREAS, the said principal has accepted, or is stout to accept, the said contract, end undertake to perform the work therein provided far set forth; in the manner and within the time NDW, THEREFORE, If ine said��9ry Budd s Nall faithfully Perform all 0Tthe provisions of said contract in n the time therein set forth, or within such extensions Of t e manner end within said contract, and under shall pat all laborers, mec Mn;cs. subcontractoorr% andmy be gmateeealmen, ' and all persons who shall supply said principal or subcontractors with provi sills and ' supplies for the dosage o on of said work, and shall hold said City Of Renton her-less lessness or from any loss Or do- occasioned to any person or property by reason of any care- negligence on tn.. part of sold principal, or any subcontractor in the per- fofinence of Said work, and shall indemnify and hold the City of Renton harmless from try damage or expense by reason of failure Of Performance as specified in sold con- tract or fro, defects appearing or developing Or perfo in the material or workmansniD provided or the City of Renton rmed under sold con VKt within a period Of one year after its acceptance thereof , then and In that event this ob,;gat ion shall be void; but cther- wise it shall be and rOmo;n in full force and effect. Fidelity & DIIII t Co of n Revised: 8/16/83 srson, attornr,-in-Fact New ie- In 'Ponderosa Estates W-775 Water System Transfer from KCWD :58 and 8 ' Water Main I ws t a 1 l a t ion Bid Proposal & Specs, 3 (-)f 4 ' Power of Attorney FIDELITY AND DEPOSIT COMPANY OF MARYLAND ' KNnw A r Oew4 Wrlapw rn tt fat, BY TNk.F Paafe.\h. That the Flut"t fly AND l}fAnrT('('Meaty os MAtyl#Np.a corpora. `ion of the tote of hLrv'tand+by S. P. l2NSK6R A .\'ue-1'rawuml,and V. F. TOggy tM+rant Secretary,in purawnee d autMNiry granted panY wh.,h reads as follows to Article VI,Suction 1,of the By-LawAID.s of uld(n . Sat }Mi`.ea.drm.n tar!-„�.,rne\+w.PreeWr,rt want'W tM SNy V< 11AARI A..1,.1"1Srayvn aperyllY+vrtwr urardwln da brlM X,xrtlW lxr.cla,+.br,M lywuere Cwnm.nte hall h .t r r any one W,M.{gaunt Sxrna.ma,ro a t fi a \ e %. br aM.nh IN.<nn.rmce W the Sane. tM brwaerd,M[wn �016 rw-IYee,Je�t+..saMaM l<e.wny mAy r.auae.w to a:.,horrae am Ielaotl w X'^'d'^n<ne Inns aY<bMY, .sde.t Ymaa,reegn+anN<,prpularae;pelrrw roaaara.• Pnroaa to taecote r b."d W tk lwn rataap and rnarvmenn In IM xaIII d m REA d�aM"ka.n u'd anynmenn W i,. <m,.nn.cf e Mx.mar..porn.and 11,.alr,M wl W IM lV<mr�.aM a4a.11 mMr+nrnvment.and ciar."nn.h+,h IM L.,.+w..d IM('om" wnr Ihaxelo. does hereby mrmmate,constitute and appoint Tin Laraoc of Seat tle, 'Wastangton.....,� rue am awful -tent and Ak m ney"tn-Fart. to make.e<erute.se suret),and as is n.t and deed ,t and eliver. I,,, .,A,,and. Its fehalf gray and all b0T}d9 and updal as ga..... e execution of such Minds or undertakings in pursuance of these presents,$hat,he as binding upon said Company.as tuliy and amph.trial]Intents and purlto<es,as,f they had teen dull utsuted and acknowledged by the regularly elected ofhreu of the t otnpanv at its Office m Raltlmore, Md,in their own pm. yr persons. t }M rd AlaManl..i.air rLA.r M,r 1,+ .mrtr That IM1e Alweawrra N a tl.M copy d AnRit\' ses—},.d IM B).taw d rid(wnwnY,ud a nos x fur,:,' Ix WITNESS WNXefOP, the said \rice Presnlent and .Asxatant Seveetary have hereunto Subscribed' then nartten and affixed the Clarplxale Seat of the sad FInXI.tTv avn D,rosb CnapAvs'OF SiAWtANp,[ku .oth day of April A D to ?d ATTfv FIUF;,LITI' ANTI ilF:WICIT t tt`I Ill Vl%RYLAND 1,i..p Y SEAL _t%(� n, r.n ♦ .11 r.R rx .. ' .. r 14,♦ i1u ,r� � Ivlewt m,.r Nutprxe Im Ina 20th t.r w April ;�+ to Man4nJ,r and l r th l r .it ...nwr. .f I, r yt'ridlx o1ryLe St.,e w Seanwrd th.f, .1.lrr nal fnatt,mraxr %upi a"acni ne lM alx al\4xYNrdem and AserNaAt' n and RM taetuted lM prod a 1Asna<gl ,M''4 Nn+ar anpyoa to Mthe andloah awd wFceea dea<nbM N Nvumtnl,arldtner N<badllunhya�d the RsrraandtM rrt aM sererauy aM enb In blmaNf de{nwneh An't stak duct Ihey an IM sad utTawe d tM r' M'M M ae duly$.a,,n IM Pn.Nr,ata(mw<ument a tM(wpdean SNI Wad{'mgw-Y.and twat OR,rd rwnwaY datNd,and that IM sal alhud ,diner.T. duly gaged and n+arcrbld b tM rM marnrmt kr the nwhdrt. arpraa Sal and it..waMt wet r awh 1.Temxnxr N'xes+N.i Aarx hd"ifs net my MnA artd afhxee++y r aM dnerxurn d 1M.awl Cwfxxatnn ' fug ahcre vrneen Nh<lal Sal.a tM a n:.d Xa'a;mwr rM day anJ rear Notary Putt Ic CO Ittlri • rgau< (�BRTI FICATE Oil 1,t1+<.ndn.,errM { rainy Jrh Irpalm I l.rvr.ltt,nr.xv os if earl. xs do Mretn:. I hat IM.<rarsl d 1n hft 1-CIFY that tb. Mfne<,xnc nalu111rvt arr.l+xrelt I.r,urn f„II IqM ami tae trq,M asleW lh+ iv,i(rlal<.apQI ' du lunher saufy that tke 1<e•lyawfe t h e<Imw the rd fl .y w Atl—Y Ras AM,d tam MWAAaal\at-I.ridmrq sta- cwltyualPnrW1.}}IMtit'dd U,ralmr<to appryt—Y 4NarirT la.iAct as go,wal M Mds\'1.4t<tio 2,1 ke By land tM maser top LM'MIT l dlrMnT a MAsrt axp 7ha r qn&ate our M paanl hr Iacwa,b uadu aM b}a+ibwut a,s1a(ghur•!n<e<+pbnme nitN I tnsttTV she law-.n I wlPaAs w W.sannNe a<a r duf tatted-afaf Brad W lYua,ww<W,M New:r rt.. 1 hpualw.Lca«, ranhamt ate > Wdrm tkt}�;s ty,I9sa. see f1d1,<e ra aIIY st4 1.1 . sWlrstlul d wor wry tit CNnw I, .hethw HIV and t.,Wi.cipManac area a 1rldM.}.ya Id any pnstar ke M.nr, M I+mM lh sM aomefin.. rsi tdnx ar tarwg►uwgglar =w"`o het Coat TN 7asnxox UMasaar r l.o. !. _ '0..'A, I w n.mt wid udrycd •Ar ,wpxaa•..,. r + ' 211th March x 86 _...r.. ,n,. tha �1 - PI IK l"I R PROI-F-.( IlU\ LUUI( h(:n I HE FSU 1\" \ i i-k\Flit{~ �Ir1 SAW M AIT OF LAsum ANY Irwuv I NISO ' tl THIS CENTIFIES TNAT To*PM ON NAB-V"MON IS NEtit$TENED AS MIO•rt�EO BT LAW AS A i I CONST C0111 E N MA aM' Nial.falaaf I!'aam, Y r M STATE OF WASHINGTON 0001 BSETSCC1S000 09/1T/S6 n �y SANT FUSS CONSTRUCTION to u 2140- 14010 BE, E42 SELLEYUE WA 940CS n 1 r 'T�'�aCrS-faiiarlNruls i'Q1�IIL��iiZSnn'tff.-�:.+ -zarralLS� ISSUED :,/•-o J:' CITY OF RENTON —� i N '. BUSINESS LICENSE FEE i1.�. - :r , - _ttl Jp LKenfaa naf nWa& W.Utl 'a a_ '+III 1,tl Rusmaff L.C#+Sf 11 V: • r! siOns Of T+twV WfaOffa MgvNl c": }aclTt C0pf 016fnfral MO'Mrtt •- -'Re•' 'n and 19l40110.'01 v.1h aiipy'F].-t^+.Ms of U.00111•nwcf l CMfff tto[ am aM all 0Ue1 ORYC*d*L OrO-s-:-f StalllMfa RevuwaPM3app1- .. YS� Ir1Y 1+CMSfd MfWndllf jj XZL i A _.. J•1..1. .r _ - E 1 1 1 i 1 1 1 1 Of TNa CMtI topm a taNtp Ab T "CUM O!YYONIYrAiN CILY alp COMEtW WMU*-CGLURS♦ LbC. N rauwNTW c.ElfrcAn NolnM rpacEArWCkn Dots NOTAWND p AEfM TIIE COValAOt APRotaD 0.THE ROIICWS.tLOW 1E00 Yaatkta lw. a., I603 wattle. vaahlatta FbtO! OOMPMNEE AfFOgDNW COVERAGE A UM ft== MMM �IAIiT 67TtANA v . t... tlD00 Otllll7.WtTL7S OifYR _..__ 4.. lWtk tlt., 161 cowv;N sellawa, gItRE00taa !LOOS .-- tfTTER C �Wp. n 'LET'ERE �A t r OTarOTAwOwO A., BOt1CIM DI Y3DNMIa lalEp.fLQNw/ttttNaWFDforia B.MNap HAYED ABOVE EON LNERgN:v EERKlD AYpCATPD NOTWITMtANDINC ANr Aft,TM NT TERa on CaarpN OF ANr CONENACT ON OT WR COCD NT W.rN NEBRECt TO WNKp TNa CENTNKATt YAr Bf awap al I po ReRYAw,M 9a1MA11a AlRONO W tY nt BOU(M CUOMO WUU a aa•aCl TO ALL rW TERM..E%GiOBW W.AM-OWW TN}a DP.IICN Be�tRL. '... n, ^:♦:. Vr.MPER �C t'�B .... lrVe.:eN l.1NL14Y LMNiB M rNpElbNNpE QAF* mm yRy EtNt{(170 17-Af �!-»-a� ,Hp�NW` E E Dy�yggO�z EIELIt.'St+1N7c'E O0.NAram ___ __. Nomlalr uW-a,!Is Ik I i RE'0.51Xu11�JRV S 1 � `,. LtbbF667u 5 77 t5 ?-17.G. A .Z L944"411 l-17-ES '9-17'a6 ibl a SAOM W(iFxtN9 C(N/hwpMYp •. AND S k1 MRCVERS :AINUtr F.`•�. YA V" ..~oTNM�_ !&: 1aWtaaa "tot" want trogl! 1Yaaalar Iv-JTS CITY OF Rix" .NODeO ANY d TMt AapYE pttCRaap.OlACit.K CANa41tD aEApY rRl t. nlelaiFal t1Qt. - lt® Floor RINA p DATt iMER(OF, ' DINa COYBANV W,k ENDEAVOR IOU will Awe. �� OAVS W TfW NoW aSna TO THE CMTrl4An N =R wNtC TO Tr IEA,MlT iAAOW TOYAA NIGH NO"Ct MALL BMpRE MOOMgAIION OR uA.tnv toutoa. L'asuin'to0 98055 OF ANr KW WON 1M CawAN,.IT,AUK"M MP NrA,OS WY R -WMN1AiryE __.. Atit ' t of 7 CONTRACTS OTHER THAN F12ERLL-Alo FHWA ' THIS AGREEMENT, Bede and entered into this --rt, day of Q,O Ai 4 _, lg_ by acid between THE CITY OF RENTON, Washington, a municipal b`corporation of , R the State of Washington, hereinafter referred to as "CITY" and call Ga ry Budd Construction Co hereinafter referred to as "CONTRACTOR." 1 ' WITNESSETH: 1) The Contractor ihall within the time stipulated, ito-wit: within 30 ' working days from date of commencement hereof as required by the Contract, Of which this agreement is a component Part) perform all the work and ' services required to be performed, and provide and furnish all of the labor, materials, appliances, machines, tool:, equipment, utility and Y transportation services necessary to perform the Contract, and shall ' complete the construction and installation work in a workmanlike manner, in connection with the City's Project (identified as No. W-775 ' for improvement by construction and installation of: 8" Water Main for Ponderosa Estates Water System Transfer from.King unty Water y District 058. All the foregoing shall be timely performed, furnished, constructed, ' installed and completed in strict conformity with the plans and spec- ifications, including any and all addenda issued by the City and all ' other documents hereinafter enumerated, and in full compliance with all applicable codes, ordinances and regulations of the City of Renton and ' any other governmental authority having jurisdiction thereover. It is further agreed and stipulated that all of said labor, materials, appliances, machines, tools, equipment and services shall be furnished 2of7 ' Contracts Other Than Federal-Aid FNMA ' 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 tha acce>tarce of the Contractor's , bid and signing of this agreement, consists of the following documents, ' all of which are component parts of said Contract and as fully a part thereof as if herein set out 4n full, and if not attached, as if , hereto attached. a) This Agreement ' b) Instruction to Bidders c) Bid Proposal ' d) Specifications e) Maps A Plans ' f) Bid g) Advertisement for Bids ' h) Special Provisions, if any i) Technical Specifications, if any , 3. If the Contractor refuses or fails to prosecute the work or any part , thereof, with such diligence as will insure its completion within the , time specified in this Contract, or any extension in writing thereof, or fails to complete said work with such time, or if the Contractor t shall be adjudged a bankrupt, or if he should make a general assignment for the benefit of his creditors, or if a receiver shall be appointed on account of the Contractor's insolvency, or if he or any of his Rev. 63 ' Contracts Other Than Federal-Aid FHWA 3of ) subcontractors should violate any Of the provisions of this Contract, ' the City nay then serve written notice upon him Ord 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 tany provision of the Contract shall cease and satisfactory arrangement for the correction thereof be made, this Contract, shall, upon the ' expiration Of said ten (10) day period, cease and terminate in every respect. In the event Of any such termination, the City Shall immediately ' serve written notice thereof upon the surety and the Co^tractor and the surety shall have the right to take over and perform the Contract, provided, however, that if the surety t within fifteen 1 5 da s after the serving upon it of such notice of termination does no' Contract or d -fie rform the Oes not commence ce the erf ------_rwithin thin days from the date of serving such notice, the City itself may take ' over the work under the Contract and prosecute the same to completion by Contract or by any other method it may deem advisable, for the taccount and at the expense of the Contractor, and his surety shall be liable to the City for any excess cost or other damages occasioned the ' City thereby. In such event, the City, if it so elects, may, without ' liability for so doing, take possession of and utilize in completing Said Contract such materials, machinery, appliances, equipment, plants ' and other properties belonging to the Contractor as may be on Site of the project and useful therein. 1 4) The foregoing provisions are in addition to and not in limitation of any other rights or remedies available to the City. Contracts Other Than Fede•al-Aid FHMA A of I ' S) Contractor agrees and covenants to hole and save the City, its offiuen;, , 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 t 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 t 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 performance of the Contract, including its use by the City, unless otherwise specifically provided for in this Contract. ' In the event the City shall, without fault on its part, be made a party , t0 any litigation CWmnenced by or against Contractor, then Contractor ' shall proceed and hold the City harmless and he small pay all costs, expenses and reasonable attorney's fees incurred or paid by the City t 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 and signed by the party giving such ' notice or by its duly authorized representative of such party. Any such 1 Contracts Other Than Federal-Aid FHMA 5 of 7 notice as heretofore specified shall be given by personal delivery ' thereof or by depositing same in the United States +fi 1, postage preoaid, 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 cWplete the full performance of the Contract not later than 30 working days ' from the date of com;Qncement. 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 $105.00 One Hundred Five Dollars and No/IOoths 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 Contract shall relieve the Contractor of liability in respect to any warranties or responsibility for faulty materials or workmanship. The Contractor shall be under the duty to remedy any defects in the ' work and pay for any damage t0 other work resulting therefrom which shall appear within the period of one (1) year from the dat, of final acceptance of the work, unless a longer period is specifier. The City will give notice of observed defects as heretofore specified with reasonable promptness after discovery thereof, and Contractor shall be 1 Contracts Other Than Federal-Aid FWWA b of J obligated to take immediate steps to correct and rWwdy any such defect, fault or breach at the sole cost and expense of Contractor. ' 1 9) The Contractor and each su��Ontlactor, 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; , 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 he duly licensed as a surety in the State of Washington. 11) The total amount of this Contract is the sum of $41,388.41 Forty-one_ ' Thousand, Three Wundred Eight-eight and 41/100 which includes Washingto, State Sales Tax. Payments will be made to Contractor as specified in the , "Special Provisions" of this Contract. 1 1 Rev. 4;83 , ' Contracts Other Thar, Federal-Aid FHWA 7 of 7 IN WITNESS WHEREOF, the City has caused these presents to be signed by its ' Mayor and attested by its City Clerk and the Contractor has hereunto set his hand and seal the day and year first above-written. CONTRACTOR CITY OF RENTON ATTEST: �—ZiLy eZTT— d 7 4� .w t rm ame ✓" Individual L�Partnership _ ' Corporation _ A Corporation Late o -corpora!,on tAttention: ' If business is a CORPORATION, name of the corporation Should be listed in full and both President and Secretary must sicn 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. Ii 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, 1 ' CITY OF RENTON ' INSTRUCTIONS FOR E.E.O. CONTRACT COMPLIANCE REPORTING (Ref: Titia V1 Civil Rights Act; Executive Order 11246. and City Resolution 2340) ' 1. This City of Renton Equal Employment Opportunity Reporting Sys�as will apply to all contracts in excess of $10,000 awatdad by the City, except for those contracts which involve separate State Highway Department or Federal E.E.O. Report requSrements. (See attached Sample Report Form - City of Renton) 2. EEO Paports for each month are to be .,,,omitted during the first t week of the following month while a contract is in progress. Seperate Report Forces will be used by the Prins Contractor and by each Subcontractor. The Prime Contractor is responsible for ' obrcining, verifying and submitting the reports relating to Su ontractor EEO performance. All reports are to be delivered to I - appropriate City Project Engineer, and will be considered a prerequisite to the processing of Monthly Progress Payments. ' 3. In the event that a contractor is involved wi.h more than one City Contract at a given time, each contract is to be reported ' separately. Under no circumstances will EEO statistics for multiple projects be combined. a. Monitoring of EEO Compliance will be related to the Goals and Timetables contained in the Affirmative Action Plan as confirmed by the Prime Contractor in connection with the bidding process. (The Prime Contractor should obtain an Affirmative Action Program from each of the Subcontractors.) When the City's Project Engineer is not satisfied with the EEO performance on a specific project, an attempt will first be made to resolve the problem by direct liaison with the Prime Contractor. If a satisfactory conclusion is not negotiated, the matter will then be referred to the City's EEO Officer for further evaluation. A ten-day "show cause" will be sent to the Contractor before any further referral of a ' problem to the City Affirmative Action Steering Committee, and possible subsequent action by the City Attorney. Revised 1/8/75 Revised 7/8/80 ' CONTRACTOR/SUBCONTRACTOR rC � MONTHLY MANPOWER UTILIZATION REPORT REPORTING PERIOD 1 ' � •� . Month: Year: submitted To be to the City's Project ? Goals and Timetables as committed Engineer during the let wek of following �� '�` in Contractor's Affirs,stive month while mntrac• is in progress. Prime ti Action Plan % Contractor is responsible for obtaining and submittin all Subcontractor Reports. or per City's Plan 9.1 T., (Mama and location of Gapl lance As.ncy apt.) From: (Mama and location of ceee n<t or 1 ' This report 1s require Ly Executive Or er 112/6, etion ml F-iIure to ttport can result in sanctions 'hich include suspension, termination, cancellations or debarment of contract. 5. b. ' aLw_ Total .0 Lai York Hours of 6aD:oraant (Sea footnote) ritY owber be, of of C la Mai m• c. • • -A of ninor•t Ertpby. f i.e- a Xla- er. Asian/ 'ctal total companly,a Ram. (I.D. Trade tlona Tota alaex Ic 'ndlan feel^.t e.- Eep1oY' sea pa" Ia lard a:e e/h ems ' A Tr A ' Tr i. Tr f ATr A An 1 r ' 7r C cr.palm C f1eL �a to na u» an. . Date t ('MAles a Females, a•Nincrities c Eon-minorities) ' 7;8J tSubmd.ttal Requirements a City's Goals/Tlmetables) INSTROCT IONS FOR FILING EMPL01'1¢hT UTILIZATION REPORT CITT OF RENTON , The Employment Utilisation Report is to be completed , (both prime and Subcontractors) and signed byy , resp nsib ehofficial of theccor 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 ntire reporting e 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-paplanatory Compliance Apencv . . , Contractor . . City of Renton (administering department) ' . . . . Anv contractor who has a qualifving construction contract with the City of 'I. company's Name Renton.Anv contractor or subcontractor who has a qualifying contract. :. Trade , , , ' On:y [hove crafts covered under applicable EEO bid conditions. , 3, pork-hours of Employment . . . . . The total number of hours worked by all employees in each classification; the total number Of hours worked by each *minority , group in each classification and the total work-hours for all women, C essificatlo. . . . . . . . . . . The level of accomplishment or status of [he worker in the trade. (C a Craftworker - Qualified, Ap - Apprentice, Tr - Trainee). ' <• Percent of minority work- hours of total work-hours Percentage f totalworked of all vork-hoursmworked.inorityw(Thehsums Of columns b, c, d and a divided by column a.) , S. Total Number of Ml no Htv Emplovees . . . . . . . . . Number of minority employees working in , contractor's aggregate work force during rep.:-tang period. b. Total Number of Employees . . . . Number of all employees working in contractor's , aggregate work force during reporting pericd. a Minority 1s defined as including Blacks, Hispanics, American Indiana and Asian ' and Pacific Islanders - both men and women. , REQQUIREMENTS FOR THE rREVENTION OF ENVIRONMENTAL ■ POLE 75V )M ARE CES ■� In accordance with the provisions of Chapter 62, Laws of 1973. H.B. 621, the Contractor shall secure any permits or licenses required by, and comply fully with all provisions of the follow- ing laws, ordinances, and resolutions: Kin Count Ordinance No. 15" requires Building and Lrnd eve opaent ivision and Hydraulics Division review of grading and filling permits and unclassified uta permits in flood hazard areas. Resolution No. 36230 establisnes storm drain design standards to be incorporated into project design stend- aids to be incorporated into projt,t design by Engineering Services. Reivew by Hydraulics Division. t Kiln Count Ordinance No. 800 No. 900 No. 1006 and Resolution 7B moo No. 37 . I No. 11242 contained in King LOUnty Code Titles S and to are provisions tOT di>pnsi- tion of refuse and litter in a icensed disposal site and pro- vide penalties for failure to ...ply. Review by Vvi<ion of Solid Waste. Puget Sound Air Pollution Control Agency Regular W I: A regu- lation t- o control the emzssloo aF air contain nante-Tom all sources within the jurisdiction of the Puge' Sount Air Pollution Control Agency (King, Pierce, Snohomish, ana KitsF,p Counties) in accordance with the Washington Clean Air Act, R.C.W. 70,94. WASHINGTON STATE DEPART%iENT 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 l.ighest possible standards to ensure the 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 cf 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 15,000/day for each violation. R.C,tt, 70.95: Establishes uniforn statewide program for handling solid wastes which will prevent land, air and water pollution. Makes it unlawful to dump or deposit solid wastes onto or under the surface of the ground or into the waters of this State except at a solid waste disposal site for which there is a valid permit. VASHINGTON STATE DEPARTMENT OF NATURAL RESOURCES , R.C.N. 76.04.370: Provides for abatement of additional fire haz. &rX Mn Ts 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 if in the event a five starts or spreads on property on which an extreme fire hazard exists. ' R.C.W. 76.0;.010: Defines terms relating to the suppression or a atement o orest fires or fo-est fire conditions. , R.C.W'. 70.94.660: Provides for issuance of burning permits for a atznT' g or prevention of forest fire hazards, instruction or 'silvicultural operations. R.C.W. 76.04.310: Stipulates that everyone clearing land or c earing rag 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. 79.44. Laws governing surface mining (including sand, grave _ >tone, and earth from borrow pits) which provide for fees ,and permits, plan or operation, reclamation plan, bonding, and inspection of operations. W.A.C. 302-19. Delineates all requirements for surface mined , an rec amatIon, 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, 1902: Author- PS tcretar�� o Army an orps o ngineers t o Issue Permits to 'any persons or corporation desiring to improve any navigable river at their own expense and risk upon approval of the plans and specifications. SeCti01. 404 of the Federal Water Pollution Control Act PL92.500 1 fat. ut orizes t o ecretary o i e Army, acting t.,roug t e orps of Engineers, to issue permits for he discharge ,of dredged or fill material into the navigable waters at specified disposal sites. Permits may be denied if it is determined that such shellafishrge wbedsill hand fisherave y areas effects andnwildlife municipal orwater recreationalsupplies, areas. , MISCELLANEOUS FEDERAL LEGISLATION ' Section 13 of the River and Harbor Act a roved March 3, 1899: rovl es t at Ise arge o refuse wit out a permit Into navigable waters is prohibited. Violation is punishable by fine. Any citi- 'zen may file a complaint with the U. S. Attorney and share a por- tion of the fine. _2_ , 1 / PERMITS RE UIRED FOR KING COUNTY THE PROJECT ARE BUILDING AND AS FOLLOWS: 1 Kin CO Resolution LAND DEVELOPMENT Reso] DIVISION Red or I ° N°• 15789 refus activitieslsue quarr requires 1 ofentetolth Pub esel sitesaanasphaltlpIantsn8 borrowan cpiLSlfied use les. es land nd Shoreline Manksa°rlBuilding and0Landsravailarecl4ble atr°nasubse and c rock crushers) l 1 a ement 1 Development the Department by Buildin ore Ines. Act 197 Division. 1 � requir e for KI ewed esCDevogunt .rave0t 0 Pltsn a Noelo88nLuDivisbonPub is Works oand rrevion / mentpDivisionnty right�of�ge 9uariyfrr'es permit for way• Review and mining ograding. land WASHINGTOA' by Buildi Perations 1 Prolects1l-SLawsTE DofA9E,T OF FISHERIES AND Ggd;Eg and Land Det•elop- ChaDter in Y / WASFflNGTON ulic STATE DEPARTMENTaetmentsoVdra Publicrksrmvt on certain 1 Yst 171-110: Requires OF ECOLOGT ill obtain.) rmit 1O uta 1 water se3o14hePperlgableowatersre cofrthe°Statalutantsrfromlimination Pit fwAichPcontainsaturb aYtYFeratgr and 6. hterns, or rClal r indus of t�oalPeSnt C results gravel to 1 k-A.0 we�-190c Requires permit to use surface a disc ha$e hing, Y tTi quires the Water. 1 ts withdragalthe purpose a ° Departure t changes to uset theof Epiace3 ofheneverlit for water use Ih'A.C. SDB-12aZ 0: r Requirrsion of water. use. the Pointeof red es 1 M'ater store&P- 160: Requires permit to use ground water. ' �•A.C. 508-11-280: Requires Permit to construct reservoir for perm i co it r ntractoOns KRnguCountPermit tot co ° construct storage dam. Cor, ures one for his lruct rkst sec urI State flood 1 Operation (false workodesi gn�tc. ) . 1 .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 of is_m_a1 out oor fires for recreational purposes or yard debris ' disposal. Also the Department of Natural Resources reserves the right to restrict burning under the provisions of R.C.W. 76.04,150. 76.04.170, 76.04.180, and 70.94 due to exteme fire weather or to prevent restriction of visibility and excessive air pollution. R.C.11. 76.08.050: Cutt,ng permit required before cutting merchant- able timber. , R.C.W. 76.08.275: Operating permit required before operating power equipment in dead or down timber. R.C.W. 78.44. 080: Requires permit for any surface mining opera- tion inc u ing sand, gravel, stone, and earth from borrow pits) . UNITED STATES ARMY CORPS OF ENGINEERS Section 10 of River and Harbor Act of Fla r ch 3 1899: Requires permit or construction (other t an rt ges, see U. S. Coast Guard administered permits) on navigable waters (King County Department of Public Works will obtain) . , FIRE PROTECTION DISTRICT R.C.W. 5 .2 .or ty5o8.022 52.28.Q30, 52.28.040. 52. 28.050: Tiov1 esout rulrements ' o , ana pens ties or ailure to secure a fire permit for building an open fire within a fire protection district. ' UNITED STATES COAST GUARD Secti an 9 of River and Harbor .qct of March 3 1899 General _Br�id�e Act a Marc an enera tt e Act o as amen3ed Requires a permit or construction o ri ge on naviga a waters (King County Department of Public Works will , obtain) . King County Department of Public Works will comply with pertinent sections of the following laws while securing the afore- mentioned permit: Section 4(f) of Department of Transportation Act, National Environmental Policy Act of 1969, Hater Quality Improvement Act of 1970. PUGET SOUND AIR POLLUTION CONTROL AGENCY , Section 9.02(d) 2 iii of Re u__ _Lam: Request for verifica- tton o popu anon ensity. Lontractor 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- ' PERMITS REQUIRED FOR THE PROJECT - Continued ENVIRONMENTAL PROIECTION AGENCY Title 40 Cha ter Ic Part 61 : Requires that the Environmental rotectton gency be not—Mi-ea 5 days prior to the demolition of any structure containing asbestos material (excluding residential ' structures having fewer than S 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 .ie available for inspection at the Office of the Director of Public t Works, 900 King County Administration Building, Seattle, Washington, 98104. It shall be the responsibility of the Con- tractor to familiarize himself with all requirements therein. All costs resulting therefrom shall be included in the Bid Prices and no additional compensation shall be made. All permits will be available at constriction site. 1 t -5- NMY-R32320-Aa PREVAILING MINIMUM NGYRLY WiE NAMES DICING" 04. 1"s OCCUPATION, FLAG6ERS i LOCATIENI CLALLAN. : GAYS HAR80R. TSLANC, JEFFERSON, KING• KIWP: L4%IS. NASCK. PA4Ifl( II.CRTN CF NANKIAKUN COUNTY NORTHERN BOUNDARY EXTENOE0 DUE NEST TO THE PACIFIC OLEAN) . PIERCE. SAAGIT. SNCHCPISN. THURSTCN. MtATCON CCUNTIES. AND YAKIRA COUNTY t7HAT POR1101, LYING %EST OF THE 12CIP N0,108AN). FRINGE BENEFITS TOTAL HELPI] BENEFITS 3.43 3/MR. ' WAGE RATES GCCUPATIcP OCCUPATION STATE CODE OESCRIfT1cN RATE 260-u010 FLAGGER 10.78 260-0020 FIAGPEN -- OTHER 260-9010 STATE. UYENTIME - ALL »OLAS WAKED IN EACESS CF 8 HuJRS PFR DAY OR ♦0 MlURS PER MEEK SWILL nF Path Al CAE ANC ONE MALE 11065 THE REGULAR RATE Of PAY. CITY LF Rt%iON NATEN SYSTEM PRUJCCT N-775 PONDtRC$A ESTATES PACE i THY-432320-AA ►REVAILIIIfi 01116100 MOURN W461 RATES DECEIMER age 1945 OCCOPATICN3 IMAM ' ISE►ER C MIER LINE CCNS7RLC7IC41 LOW ICN3 CLALLAM. GRAYS HARBOR, ISLAND, JEFFERSCN, KING. KITSAP, LE►IS, MASCN. PACIFIC INCRTM Cf W44,K1AKUP COUNTY NORTHERN BOUNDARY ' EATENDEC DUE bESI TO THE PACIFIC CCEANI. PIERCE. SKAGIT. SNOMCMISF. THURSTON ANC W14ATCCM COUNTIES. tFRINUE bENEFIIS MEALTM AND bELFARE 1.75 A/MR. ' PENSION 1.55 A/FR . TRAINING FUND .13 6/MR. WA4;k RATES tULCIVAT►CA CCCUPAT ICN STATF CODE DESCRIP71Cn RATE 360-0010 GENFFAL LABORER 13.80 36C-002C PIPEIAYFR 14.28 360-UO3C IOPMAN 14.14 1 1 LITV DF PFNTCN WATER SYSTEM PROJECT W-71: PONOERUSA ESTATES t FAGF 2 ' HWY-R32320-AA PREVAILING MINIMUM MGURLY WAGE RATES OECEMBER OS, 1985 OCCUPATION: PCWFp ECLIPPEhI CpEPATCPS (SE►ER 6 HATER CONSIPUCTIOhI LULATICh: ChEllh. LLALLAM. COUGLIS ITIAT PCRTION WHICF LIES WEST OF IMF 12071' MERIDIAN). GRAYS HARSCR. ISLANC. JEFFEASCN, KING. KITSAP. ' KITTITAS. LEWIS. MASON. PACIFIC INORTH OF A STRAIGHT LIKE FRCP THE SCUThFpN BCUhCARV CF LEWIS CUl1NTY EXTENDED WEST TO THE PALIFIC OCEAN) PIERCE, SKAGIT. SNOHOMISH. ThURSTUh. WHATCCP ANC ' YAKIMA CCUNT TES. FRINGE BENEFIT$ FEALTH AND WELFARE FEnSICn 1.95 t/HR, TRAINING FLND 2.00 6/1-R. WAGE RATES ' CLCUPATICn LLLUPA71ON CODE DESCRI FIIGh STATE RATE GPCUP 1 58C-CC4C dACA FILLER 58J-003C RACKFuE 118C CASE IYPE AND LARGER 1,11H 16.92 6 TTA0-MEKTS1 10.92 5dC-OILC CLAM 580-012C CRANE 16.92 580-0130 0)T(FInU MACHINE 16.97 ' 56C-015C UCJFk (ALL (AT . TYRE 0-3 Ant; L4PGEF1 16.S2 580-0160 CAAGLINc 16.92 58J-0190 FNENT-ENO LC/OER 12YCS, ANC UVFk) 16.92 5dO-021C MFCHANIC 16.52 580-0226 MECFANIC WELDER 16.92 580-024C MCTER GpAOEF 16.S2 ' 580-031C SCREED 16.92 580-0330 SFCVFL 13 YCS. AhC UNDER) 16.92 56C-035C $ICE BOCP TALL CAT. TYFE 0-3 16.92 AND LARGER) 16.92 ' GRUUP 2 5dO-0020 BACKFCE 1600 LASE TYPE ANG' SMALLER WITH ATIACHMEn1Sl 16.425 580-OOSO BENLING MACI.INF 58J-(JU60 BLCM TRACK ISTATICNARY ) 16.425 ' 580-001C BORING MACHINE 16.425 16.425 C17V CF RENTON WAIFA $1$1EP PRCJECT W-77! Pol'URCSA ESTATES PAGE 3 1 HWY-A32320-AA PREVAILING MINIMUM HCLRLY WAGE RATES DECEMBER 09, 1985 OCCUFATICN: FCWER E4UIPME47 UPER470RS ' )SEWER A WATER CONSTNUCTION) LOCATION: CHELAN• CIA, -AM. DOUGLAS 17HAT PCRTIGN WHICH LIES WEST GF TEE 1207E MEN: a AN). GRAYS HARBOR. ISLAND. J-FFERSLN. KING. X17S&P. ' KIITITAS. LEWIS. MASCN. PACIFIC INCRTH ' A STRAIGHT LINF FROM THE SOUTEERN BCUNOARY CF LEWI5 COUNTY EXTENDED WEST TO THE PACIFIC ((FAN) PIERCE. SKAGIT. SNOHOMISH. THURSTUN. WHATCOM AND VAKIMA CCLNTIES. WAGE RATES OLLVATILN CCCUPATICN STATF CODE DESCRIPTICN RATE tGROUP 2 SbG-009G COMPACTC,R<_ 16.425 ' 580-014C DOZER IANV TYPE SMALLER IHAN CAT 0-3) 16.425 58U-0170 CWIILS ILER( I TYPE) 16.425 SB0-01BC FRLN1-ENO LOADER ILNOER 2 YC.1 16.425 ' 580-0200 GIN TFJLK 16.425 580-023U MECHANICAL CAEASf6 ILAR(F CRFASE 7KuLK) 16.425 SBC-027C PAVING MACHINES 16.425 580-02RC FLT FINEMAN IENGINE LPEWAILJ ABOVE 3 Bat.) 16.475 ' SBJ-0300 W(LLFAS 16.425 5B0-032C SERVICE PLOW 16.425 5RJ-0340 SIDE boom IANY TYPE SMALLER THAN CAT U-31 16.425 5F:-C3tC IRACI +IR 16.425 580-038C WELL POIN1 SYSTEM 16.425 GRCUP 3 SB0-061C Ali( CCMPRESSCR 14.46 5B0-OU80 CEAIN TYPE C17CHER IDIILE WITCH) 14.46 580-Ol1C CENLFtTE SAW 14.4t 580-02tC OIL-GREASER 14.46 5B0-U250 CILEP' 14.4E`.BC-C25C PLMP 14.46 580-0370 WELDING MACHINE 14.46 1 CITY OF RENTON WATER SYSTEM PROJECT W-775 ' PONDEROSA ESTAIES FACE 4 ' HWY-R32320-AA PREVAILING MINIMUM HOURLY WAGE RATES DECEMBER OI, JIBS OCCUPATJUN: PO►ER EGLI PMEN1 LPFRIICRS (SEWER E WATER CONSTRUCT10N1 LULA71CN: CHF(IK. CLAILAP, CCUGLIS ITI-AT PCRTIUN WHICh LIES WEST OF THE 12CTh MFRIOIAAI. CRAYS HARBOR. ISLAND. JEFFERSON. KING. KITSAP. t KITTITAS, LEWIS. MASON, PACIFIC (NORTH OF A STRAIGHT LIKE FROM THE SCLTHFRN PCUKCARY IF LEWIS CrUNTY EXTENCFL WEST TO ThF PACIFIC OCEANI PIERCE. SKA(,11. SNOHOMISH. ThUFSTON, WHATCCP ANC ' YAKIRA CCUNTIFS. OTHER ' 58J-9910 57ATE: UVERTIME-All WORK PERFCJRIED IN FXCESS IF 8 HOURS CFR DAY CR 40 hUUKS PER WEEK AND Ali WORK FEFFURMEC IN SAIUROAYS (EXCEPT PARE- UP CAYS) ANC SUNCAVS SHALL BE PAID AT CKE AND CKF-hALF TIRES TFE REGULAR RATE CF PAY. ALL WUFK PERFORMED CK HOLIDAYS SHALL BE PAID AT CCUJLE TFE REGULAR RATE OF PAY. 1 1 1 ' CITY IF FFKTUN WATER SYSTEM FPCJFLT W-77' ' PCKCERCSA ESTATES PAGE 5 HwY-R32320-AA PREVAILl" R1kIR111 MCLRLY WAGE RATES DECEMBER 09, 1985 GCCU►ATICNi SUFVEYCRS ' LOCATICNi CLAIIAM. GRAYS HAkdOR. ISLANC. JEFFEASCN. KING. KITSAP. LEkIS. MASON. PACIFIC. PIERCE, SKAGIT• SNoHCMISH. TMURSTCN AMC kNATLCN CCLKIIFS. FRINGE BENEFITS TOTAL NOLRLV BENEFIT — PAR" CHIEF 1.5C $/HR. 7G1A1 MCLRLY EFNEFIT - INSTRUMENT 1.00 A/hk. PER SUN tTUTAL MCLRLY BENEFIT — GNAW PERSON .7C A/HR. kAGE RATFS ' ULLUPATIUN OCCLPATICk CODE OESGRIFT10E1 STATE RATE ' 12C-CC1C CHAIN PEKSCN 720-0040 INSTRUMENT PEk SUN IJUNICR ENGINEERI 8.25 720-OU70 PARTY LN1EF (ASSISTANT ENGINEERI 11. ' 11.50 OTHER 720-9010 STATE: OVERTIME — ALL HELMS WRKED 1N EXCESS ' LF 8 HCURS RER DAY OR 40 FOUAS PER MEEK SNAIL RF PAID AT CNE AKE LNE—FALF 7114ES THE REGULAR MATE DF PAY. 1 LITY CF FFNTGN WATER SYSTEM PRCJEC7 W-77! PONCERCSA ESTATES ' PACE ! 1 NMY-AI23t0�AA ►REVA1 lI PG M/AI MIIN NCLPLY W"F RATES DECMSER Os. Isis "CCU►ATICNE TEAMSTEAS LUGATIGNt CLAIIA►. GFAYS MARBOA. ISLANC. JEFFEFSC`1.NA SUN. PACIFIC KING. KITSAP. LEWIS. WORTH CF THE UHKIAKUM CGUNTY NORTHERN BOUNCARV EXTE6CEC CUE NEST TO T►E PACIFIC OCEANI. PIERCE.$NOMCMISH. T"LR$iCN, AND NMAT(O► COUNTIES. SKAGIT• FRINCt BENEFITS HEALTH A" MEIFAPF PENSION 1.89 A/FR . 1.75 A/MP. WAGE RATES UCLLPATICF CCCLPA7 ION CUDE UESCRIFi1ON STATF GPCUP 1 RATE 73C-06SC LFVFFPAN ANG LCACERS AT VUNKERS AND "All" PLANTS 17.06 730-1200 S►APFFR 73C-i4jlC bAREMULSE►AN AND CMECKERS IT.C6 IGFCUF 2 17.06 73C-13CC 7EA► CwISEP IGR UUP 3 17.11 730-0110 BULL LIFTS. Oft SIMILAR ECUIPMFNT LSFO :N LCAOING CR LNLCAOING TRUCKS. TRANSPGATING 17.16 MATERIALS UN JOB SIIESI►AREMOUSING 130-0140 BUS CR F►FLCYFt OAUL 73C-020C DCMPSIERS. AND SI►IIAP kCU1PPFNT:T 17. 1E WRNC- FCCKEFS. TGUPNUYAGON. TGLRNCTPAILEN. CAT OR 17,16 SERIES. TERPA (DERA. LETCUPNEAJ. NFSTINGtOUSE E I AND LEC PCMEF TRACTLR NTF IRA1LEPANDF$IMILARE7GP- ICACFC ECLIPPENT TRANSPCPTING MATERIAL AND JERFDkMING WILK IN TEAPSTER JURISCICTICK:OUMP TRUCKS. SICE. ENC AND BCITCN DUMP• 1N(1U07ho SFMI-TRUCKS AND TRAINS (F (OMtlIh1TICN$ TUEPE GF :UP i0 AND INCLUDING S YARDS 730-0610 FUEL TRUCK. GREASE TRUCK. GREASER, BATTERY 17.16 SEF1ILt ►AN AND CS TIRF SFPVICE MAN CITY Cf PFNTLN RAIFF SVSIFM FSC46CT M-11! PCKCEPCSA FaTATES FADE i ' tlYY�R3212O-4A POEVAILIAG MINIMUM MCUOLY WAGE RATES DECEMBER Oi. LS85 OCCUPATIONS 7EANSTERS rLOCATICK% CLALLAM. GFAYS 0-46180R. ISLANC• JEFFERSON• KING. KITSAP. LEWIS. MASCK. PACIFIC MOT" IF TIIF WAHKIAKUM COUNTY NORTHERN BOUNDARY WINCED WE WEST TO THE PACIFIC OCEANI. PIERCE. SKAGIT. tSHCHCMISf. 714UPSICN♦ AND WHATCGH COUNTIES. WAGE HATES iELLUPATICK CCCUPATION STATE CODE DESCAIFTICN RATE GROUP 3 7i0-1100 SC145CR1 TRUCK 17.14 73h135C 1RACI(k. SMAtI RUEPEP-TIREC WHEN USED WITHIN 17.16 TEAMSTER }URISOICT14N1 73U-1750 YALUUM TRUCK 17.1t IIC-IOCC ►AIEk MAGCK ANU 7AKK 1RLC92 UP TC 1600 17.1t GALLONS 730-2200 WINk-l' TRUCK% SINCIE REAR AXLF 17.1t 720-2220 WkfCKEk. TCW 7ALCM AND SIMILAR ECUIPPEM 17.16 URCUP 3A 73C-04tC fLAPF51Y SPRfACER 1t.4i GROUP 4 ' 740-0500 ft►TPEG TRUCK. DUAL REAR AXLE 17.2? ' GROUP 5 730-0080 BUGCYMUBILE AND SIMILAR 17.33 NO-0610 HYSTER CFERATORS LtAOL-INC BILK LOOSE 17.33 4GukEGATE!1 130-1190 STRACGLE CARRIER TRUSS, IOMER AND SIMILARI 17.33 130-2014 WA7ER WAGtN AND TANK TRUCK% 1000 GALLONS 17.33 tlU !CC,; GALIONS uk CUF 6 r +3C-ISOC TWAKSIl-MIX. 0 7C AKU IKCLUCIKG 4.5 YOS. 17.V CITY Cf PFkIGN WATER !V!IFP FKoECT W-T 16 f POKCERCSA fSTATES • PAGE E NWY-R3232O-AA PREVAIL/AG IUAIPUM NoLplY PAGE RATES CLCUPATICAI TEAMSTERS OECEMEEA Oi. 19E5 IUCAT!CNi Cl A(1AP. GFAYS HARBOR• ISLAAC, JCFFERSCN, KING. KITSAP NASOA. PACIFIC IAORTM CF THE WAMKIAKUP CCUNTY I EXTEALEC CUE WEST TO TFE PACIFIC • CERIS. SNCNCMISM, 7NLR5ICA. AND kHATCCP OCEAN). ►IERCEE..R$K�Gl78CUNC4RY WAGE RATES COUNTIES. OCCUPATICA ClX)E CCCUPAT ION I OESCRIF7ICN STA7F GNLUp 7 RATE 130-021C pC?'FSI[ S' IRO SIAILAA FCUIPPFNT:TCURNC- SERIES. TERRA NOWAGOA. 7CURNCTRAlifk. CAT OW I1•-'B AINEY WAGCN, COBRA• /E TCURNEAUI WESTINGNUUSE POWER TkACYCR€�TM TRAILERAAD ANDFOUR-WMFELEC EkFCRCFC FCUIFM€N7 TRANS PCRTING MATERIAL SIMILAR TANO Cp- P EAFCH P(AG VOpK IA TEA057FF JURISCICTIC A;OUMp TRUCKS, SIC(. ENC ANO BC770M OUNP. INC, SFPI-TRUCKS AND TRAINS CR CCNBINA7 IONS 730-O41C EXPICSIVOE VTRUCK YARDS IFI€LD CMIXD) ANulS1NILARRGS FCIIFMENT 730-071C LUWnEO AND KAVY 17.38 TONS CRUSS OI IY ]R Al lER: UAOEP 50 l3C-II�C 5LLRkY TRICK 17.38 730-IIEC SNO-CU ANC 5 ORIVEP I730-2210 WIACF TRUCK' DUAL EAU)*PEAT 17.3H DUAL PEAR AXIS ll,ag k'k UUP 14 17.36 730-0910 OIL DISTRIBUTOR Cp1VER IROADI 17.A9 1 1 1 ICITY Cf FFAICA WAY" SYSTEM pROJEC7 W-775 POAOERCSA ESTAIEI PACE 9 WY-R32320-AA PREVAILING MINIMUM HOURLY WGE RATES DECEMSER 09. loss OCCUPATIUN$ TFAPSTEPS LOCATION$ CLA/IAM. GRAYS HARBOR, ISLAND. JEFFEASCN. KING. KITSAP, LEWIS. MASLN. PACIFIL (NORTH OF THE 6AHKIAKUM COUNTY NORTHERN SCUNCARY FXIFACEC CUE WEST TO TEE PACIFIC OCEAN). PIERCE. SKAGIT, SNUI,CMISE. THURSTON. AND WHAICCM COUNTIES. hAoE PATES UCCLPATICh CCCUPAIICh STATE CODE DESCRIPTION RATE ,:RCuP a 730-02;'C ULAPSTERS, AND SIMILAR ECUIPMENTsTCUNNC- 17.44 PLCKERS. TOURNOWAGON. 7OLRNOTRAILER, CAT OR SERIFS. 'FORA COFPA. LETCURNEAU, WESIINGNOUSE A TRkY WAGON. EUCLID. TRC AND FOUR-WMEEIEO ' PC%ER TRACTOR WTI, TRAILER AND SIMILAR TOP- LEADED FCLIFMEhT 1RANSPLPTING MATERIAL AND PERFORMING hORK IN TEAMSTER JURISDICTICN7DUMF ' TRUCKS. SICE. ENO ANC BOTTOM DUMP. INCLUDING SFMI-IRUCKS AND 70LINS CO COMBINATIONS TEEREOF$UVER 12 YARDS TO AND INCL. 1E YARDS ' Gkc UP 9 13C-0I0C BULK CEMENT TANKER 17.49 ' 730-0230 CUMFSTERS, AND SIMILAR ECUIPMFNT$TCURNC- 17.45 BLCKFLS. 1CLPhC.AFCh. TCURhCTRAELER. EAT DR SERIES. TERRA COBRA. LETCLRNEAU. hESTINGECUSE ' ATEEY WAGCN. EUCLIC, TWC ANO FOUR-WHEELEC POhFH TRACTCR WTH TRAIIFf ANC SIMILAR TCP- LLAGFu EQUIPMENT TRANSPCPTING MATERIAL AND PFRECPMIh6 hCRK IN TEAMSTER JURISOICTION$DUMP IhLCKS• SIDE. FNC AND OC17CO DUMP. INCLUCING SEMI-TRUCKS AND TRAINS DP LOMBINATICNS TIFFAfLF:CVER 16 YAPCS 1C ANC INCL. 20 YARDS 736-201! hA1ER OAGCN AND TANK TRLCK$ OVER 3000 GALLLNS 17.49 0RCUP 10 ' 73C-C12C bLIL LIF15. OR SIMILAR ECUIFMFNT USEC IN 17.51 LOALING UR UNLOADING TRUCKS, 1RANSPURTING IMATEFIALS CN JOa SITES$CIEER THAN WAREEOLSING CITY CE RENTON , WATFf SYSTEM FfCJECT h-T7! PCNCERCSA ESTATES FAGE IC NMY-R32320-AA PREVAILING MINIMUM kEUMLY WAGE RATES DEGINSEM G0. 19115 CCCUP4TIONi TEAMSTERS LU4.47ICN. CLALLAM. CFAYS hARBOR. [SLANE, JEFFERSON, KING. KITSAP, LENS, MASON. PACIFIC LACkTH CF THE W4149I4KUM COUNTY NORTHERN BOUNDARY ! EXTENDED DUE WEST TO THE PACIFIC OCEAN►, PIERCE, SKAGIT. SNCHLMIS�. THUFSTCN. ANC WIATCOM COUNTIES. WAGE RATES ! OCCUPAT ICN OCCUPA;ICN STATE CCUE OESCRIFTICN RATE ! GROUP 11 130-1510 TRANSIT-MIN USED EXCUIS:V-LY IN HEAVY 17.54 ! CCNSIk. LIVER 4 YES. TC AND INCL. 6 YOS.1 GACUP 12 ! 1d0-OOIC A-FRAM[ CF FYORALIFT TMUCKS CA SIMILAR 17.64 EQUIPMENT %HEN A-FRAME OF HYDRALIFT CA ! SIMILAR ECUIPMENT IS IN USE GROUP 13 ' 730-0240 OUMPSTEkS. AND SIKILAP ECUIPMENT:IOURNC- 17.66 RCCKFRS. TOURNOWACCN, TCURNOTRAILER. CAT DW SFPIES. TERRA CCFFA. LEICLRNFAU. Wf S71hGl-CUSE ' ATFEY WAGON. EUCLID. TWC ANO FOUR-WMEELEO PL%Fk 1RAC7CR WTI- TRAILER AND SIMILAR TOP- LCAOEO ECUIPMENT 14AN5PCPTING MATERIAL AND PFk FCOMINC WORK IN TEAMSTER JIRLI SDICTICN:DUMP TALCKS. SICE. END AND bCTTCM CUPP. INCLUCING SEMI-IkUCKS AND TRAINS CR CCPBINATiCNS ThEREOF:OVER 20 YARDS TO AND INCL. 30 YARDS ' 13C-C72C LCMBED AND HEAVY CUTY TRAILER: SO TC%S 17.6E GRUSS TO AND INCLLO M 1CC IONS GROSS ' GRCUA 14 730-152C 1PANS17-PIN USED EKCLLSIVELY IN HEAVY 17.70 ' CCNSTR.iUVER 6 YOS. 10 AND 14CI. E VDS. ' CITY CF FENTUN WAIFP SYSTEM PAGJECT PLNCERCSA ESTAIES PAGE 11 tNWY-R32320-AA PpEVAlllki RINIRIMI bCWY WAGE RATES DECEMBER 09. 1983 OCCUPATIONS TEAMSTERS LOCATICN: CLALLAM. GRAYS hARBOR, ISLAND. JEFFERSON, KING. KITSAP. LE►IS. MASCK. PACIFIC IAfTTN CF THE ►AHKIAKUM COUNTY NORTHERN BOUNDARY EKTENCEC DUE WEST TO THE PAC If IC OCEAN). PIERCE, SKAGI T, SNCMCMISh, ihURSTCN. ANC WhAT(CM COUNTIES. WAGE RATES ' CCCUPATIC1, TIGhCU OCPA CLUE OCUP716N STATE ' GROUP IS RATE ' 730-025C CLMFSTERS. AND SIMILAR FCUIPMENT:70URN0-NCCKFRS. TCLRNCWAGOA. TCLAKCTRAILFR, A 17.82 CW SERIFS. TERRA COBRA, CE7CURNEAU, ►ESTINGHOUSE ATHEY WAuCN, EOCLIC, TWC AND FOUR-WMFELED ' POWFR IRAC7CR ►7H TRAILER AND SIMILAR TCF- LEACED EGU1pMENT TRANSPORTING MATERIAL AND PERFCkMINC ►CRK IN TFAMSTFP JURISCICTICN:DUMP TRUCKS. SIDE. END AND BCTICM DUMP. IKCLUCING SFMI-iRUCVS AND TRAINS CR COMBINATIONS IMF E730-0730 LUWBEO ANDS MEAVYYES OLTYTTR : OVER AILEROIOCS. ' TCNS GRGSS 17.82 Gk OUP 16 730-1530 TRANSIT-MIX USED E)CLUSI\FLY IN HEAVY LCNSTR.:CVEP S VCS. IC ANC INCL. 10 VOS. 17.86 GRGUP 17 730-026C f.UMFS7ERS. AND SIMILAR FCUIPMENT:7OURh0- ' RCCKFRS. TLURKOWAGCN. TCLPNCTRAILFR. CAT 17,99 SERIES. TERRA COBRA. LETCURNEAU. ►ESIINGHCUSE PL►FF TRAC7CREUCt WTR ITRAILCFAANCFSIMILAPFtFC TGP- LUACLU EOUIPNE NT TRANSPORTING MATERIAL AND FFFFCAMING WCRK IN TEAMSTER JUMISCICTIUN:DUMP ' TRUCKS, SIDE, ENC AKO EC7TCM UUMP. lACIUCIhu SEMI-7kU CKS ANO TRAINS Ck COMBINATIONS TMEFFCF:CVEF 40 YAPCS TC ANC INCL. 55 YARCS 1 ' CITY CF PfNTON WATFA SYSTEM PFCJECT W-77! ' PL'NCEACSA ESTATES ' FAGE 12 tHWY-R32320-AA FAFVAJLING MINIMUM HOUALy WAGE RATES DECEMBER 01, IilS OCLUPATIUNt TEAMSTERS ' ICCATICH: CLACLAM. CRAPS MARdQR (KCpTM, ISLAND. JEFFERSON. KING, KITSAP. LEVIS. FXTENCFCAOUEIw WEST ToTHE PACIFICCf THE KIAKUP OCEANIC PINTY ERCER SKAGT T. SNCECPjSH. THU RSTCN. ANj; yF1iCCM COUNTIES. BOON OAkY WAGE FATES CCCUPATICh CODE CCCUPATICh CESCRIFTICh STATE GROUP IP RATE ' 130-1540 TRANSIT- ix USED EXCLUSIVELY IN HEAVY C CNSIh. :CVER 10 YCS. TC tAC INCL. 11 YCS, 18.03 tGROUP 19 130-1550 TRANSIT-MIX USFO EXCLUSIVELY IN HEAVY ' C"N 7R. :LVER 12 YCS, TC AND INCL. 16 YCS, 18.15 G RCUP 20 ' 73C-156C TNANSIt-PjX USED EXCLUSIVELY IN HEAVY L C'NS 1N,:U VEh 16 PUS. TC AND INCL. 2C VCS. 18.35 ' GRCLF 21 73C-157C IRAh517-0IX LSEJ' fXCLUSIVEIY IN HFAVY CUi.STP.:JVEh IC VOS. 18.51 GRCUF 72 I2C-040C FSCCRT DRIVER 730-1J20 PILLT LAR 17.06 GRCLP 23 17.CC 730-04SC FI1CKATREJ 73U-101U F iR UCR, -UP TRUCK SINGLE RF AP AXIt ' GeOLP 24 _- ' 730-J910 MfGFAhIC hELPER 16.91 CI1V CF RFAICN WATER oYSTEM PROJECT W-775 ' POhDtPCSA F51A1ES FACE 13 MNY—A32320-AA PREVAILING MINIMUM MCLALY NAGS RATES DECEMBER 04, 1"S OCCUPATICN: IEAPSIEFS LUCATIUI.: CLALLAM. GRAYS HARBOR. ISLAND. JEFFERS(N. KING. KITSAP. Lfi1S. MASCK. PACIFIC INCATF CF THE loAFKIAKUM COUNTY NORTHERN BOUNDARY ' EXTFNOED OLE NEST TC 71-F PACIFIC CCEAN►. PIERCE. SKAGIT. SNUFCMISI-. THURSTON. ANU bHATCOM COUNTIES. *AGE RATFS ' UCCUPATICN CCCLPAIICA STATE CCOE OE SCRIPTION RATE 1 GRLUP 25 73C-06CC MkChANIC 17.50 CTFEF 13L-1,735 5747F : FCF CCCUPATICN 73C-0260 IN GROUP 17 ADD .15 3/Hh. FOR EACH IC VARJ INCREPENT CVE1. 55 YARCS 73C-973t STATE: OVFRIIME—Atl r(RK PERFLAPFC IN EXCESS OF E FOURS PER JAY OR 4C HCLRS PEP MEEK. PCN— LAY IHRLUEF FRICIV. ANC ALL LURK PERFURMFO ON ' SAILROAYS SHILL BE PAIL AT CNE ANC ONE— FALF TIMES THE REGULAR RATE OF PAV.ALL 40AK PER— FLRPFO CN SUKDAYS AND FCLICAYS SHALL BE PAID Al OCLJLE THE MEGLLAR RATE LF PAY. 1 1 ' CITY Ut RENTON YATFF SYSTEM FFCJECT i-II! tPCNCERLSA ESTATES FAGE 14 1 ' SUPPLEMENTAL PROVISIONS 1 iCITY OF WORM iSTANDAD SPECIFICATIOS i THE STNOMD SPECIFICATIONS FOR PDAD, BRIDGE AND MUNICIPAL CONSTRUCTION PREPARED BY THE WUSHINGTON STATE GEPARTWMt OF TRA(9PORTATION APO THE WIS41WGION STATE CHAPTER Or TIE A/ERICAN PULIC WOKS ASSOCIATION 1984 EDITION SMALL BE HEREINAFTER REFERRED TO AS THE 'STANDARD SPECIFICATIOS- AD SAID SPECIFICATIONS I0MI ER WITH THE LAWS OF THE STATE OF W54MTON MD THE ORDINANCES AND i GARTER OF THE CITY OF RENTON, SO PAR AS APPLICABLE, AM HEREBY INCLUOM IN THESE SPECIFICATIONS AS THOUGH QUOTED IN THEIR ENTIRETY AD SALL APPLY EXCEPT AS MENDED OR SUPERSEDED BY THE SPECIAL PROVISIONS HEREIN. iA COPY OF THESE STANDARD SPECIFICATIONS IS ON FILE IN THE OFFICE O THE PUBLIC WORD S DIRECTOR, MNI^IAAL BUILDING, NENTON, WUSNTDT N 98055, WERE THEY MAY BE EXAMINED AND COPIED BY ANY i INIMITO PARTY, WHEREVER REFERENCE IS NAOE IN THE STANDARD SPECIFICATIONS TO THE OWNER OR STATE, SUCH REFERENCE SHALL RE CONSTRUED TO MEAN THE CITY OF RENTON, NO WERE REFERENCE IS WOE TD THE ENGINEER, S,K i REFERENCE SHALL BE CONSTRUED TO HEAR THE DIRECTOR OF PUBLIC WORKS, CITY OF RENTON, OR HIS DULY AUTHORIZED REPRESENTATIVE. i MOTE: THE SPECIAL AND SUPPLEMENTAL PROVISIONS HEREINAFTER CONTAINED SHALL BE IN ADDITION TO OR SHALL SUPERSEDE PROVISIONS OF THE STANDARD SPECIFICATIONS IN CONFLICT HEREWITH. iSTTB(Wp PEAS THE STANDARD PLANS FOR ROAD AD MIDGE CONSTRUCTION BY THE WASHINGTON STATE DEPARTMENT OF i TRAMSPOITATION AID THE W"HINGTON STATE CHAPTER OF THE AERICAN PUBLIC WOKS ASSOCIATION (MEY,04/01/85) ARE HEREBY I#Q'A= IN THESE SPECIFICATIONS AS THOUGH QUOTED IN THEIR ENTIRETY AND SMALL MWLY EXCEPT AS AENMV OR SUPERSEDED BY THE CITY OF RVlTOI STADABJ PANS BOUD HEREIN. iA COPY Or THESE STANDARD PAWS AND CITY OF RENTON STANDARD PLANS IS ON FILE IN THE OFFICE OF THE 0,&TC WORKS DIRECTOR, MUNICIPAL BUILDING, RENTON. WAS IN OTON 98O5S, 04M THEY NAY BE EXARIHED AND COPIED 8Y ANY INTERESTED PARTY, i RFJIDIMB iHEADINGS TO PARTS, SECTIONS, FORMS, ARTICLES AND SUBARTICLES ARE INSERTED FOR CONVENIENCE OR REFERENCE ONLY AHD SHA-L NOT AFFECT THE INTEAPET4. :!}d OF THE CONTRA;T DOMMNTS. isjgwORAE AND SPECIAL PROYISIOS STMETUE THE SPECIFICATJ.}LS NOTED HEREIN ARE IN ADOITJLT 70, OR IN LIEU OF, THE STAIDARJ SPECIFICATIONS. i MERE SECTIONS ARE NARKED 'REPLACEMENT SECTION' OR MARTIAL REPLACEMENT 5E'TION', THE SPECIFICATIONS HEREIN ARE TO REPLACE, OR PARTIALLY REPLACE, THE STANDARD SPECIFICATIONS NOTED. WHERE SECTIONS ARE MARKED 'ADDITIONAL SECTION, THE SPEC, ICATIO+S HEREIN ARE TO BE AN ADDITION TO i THE STANDARD SPECIFICATIONS NOTED; WEKE SECTIONS ARE MARlEO 'SIPPLEVENTAL SECTION', THE SPECIFICATIONS HEREIN ARE TO 8E A SUPPLDENT TO THE STANDARD SPECIFICA7IONS. i i I-01 DEFINITION AID T686 ' 1-01.10 OPARTENT DEPARTMENT OF TRANSPORTATION ADOITIONL SECTION) WHEN IESE SPECIFICATIONS REFER TD THE DEPARTMENT OR N DEPARTMENT OF iRNSPONTAT7ON THIS REFERENCE ' WILL ALSO INCLUDE THE CITY EAE APPLICABLE. 1=0,1.11 ENGINEER (gEPLAC0ENT SECTION) ' THE DIRECTOR OF PUP.IC U(AW(5, ACTING DIRECTLY OR THROUGH HIS AUTHORIZED REPRESENTATIVES. 1-01.23 SECRETARY, SECRETARY OF TRANSPORTATION S(PPLEIENTAL SECTION) 1 THE CHIEF EXECUTIVE OFFICER TO THE DEPARTMENT SHALL ALSO REFER TO THE DIRE:TOA OF PUBLIC WONCS. 1-01.26 STAOARC SPECIFICATIONS (ADDITIOAL SECTION) ' OTHER CERTAIN REFERENCED STANDARDS, AS USED IN THIS SPECIFICATION, ARE FROM THE LATEST EDITIONS OF: ' ANNA AMERICAN WATERWORKS ASSOCIATION ANSI AMERICAN NATIONAL STANDARDS ASA AMERICAN STANDARDS ASSOCIATION ASTM AMERICAN SOCIETY FOR TESTING AND MATERIALS NEC NATIONAL ELECTRICAL CODE 1-01. T STATE (ADDITIONAL SECTION) ' THE STATE SMALL ALSO REFER TO THE CITY OF PENTON AND ITS AUTHORIZED REPRESENTATIVES WHERE , APPLICABLE. 1-01.37 WOAMING DRAWINGS (RER'LACEMEM SECTION) ' THE TEAM "SHOP DRAWINGS" SMALL REFER TO THE PICTORIAL DESCRIPTION OF THE OETASL5 OF PROPOSE:, MATERIALS,EOUIPMEHT, METHODS OF INSTALLATION, OR OTHER COSTRUCTION PREPARED BY THE CONTRACTOR, A SUBCONTRACTOR, OR A MANUFACTURER AND SUBMITTED FOR THE APPROVAL OF THE OWNER, , 1-01.38 ACT OF GM (ADDITIONAL SECTION) "ACT OF GOD" MEANS AN EARTMAWKE, FLOOD, CYCLONE, OR OTHER CATACLYSMIC FHENDENON OF NATURE. A ' RAIN, WINDSTORM, HIGH WATER OR OTHER NATURAL PHENOMENON OF LMISUAL INTENSITY FOR THE SECIFIC LOCALITY OF THE WORN, WHICH MIGHT REASONABLY HAVE BEEN ANTICIPATED FROM HISTORICAL RECORDS OF THE GENERAL LOCALITY OF THE WOUK, 94ALL NOT BE CONSTRULD AS AN ACT OF GOD. , 1-01.39 OR E0.M: (ADDITIONAL SECTION) NETS THE TEAR -OR FOWL" IS USED MEIEIN, THE OWNER TH EMGINEEw, SHALL BE THE S , OR THE OVER ON RECOAENDATION OF THE 'MILE JIAGE OF THE QUALITY AND SUITABILITY OF THE PROPOSED SUBSTITUTION. 1-01.40 APPROVAL (ADDITIOA SECTION) , THE TEAM "APPRGVAL" OR OWW VED" SHALL MEAN APPROVAL GIVEN BY OR GIVEN PROPERLY ON THE BEHALF OF THE ONEA. ' Sol~tAl Swxi Ficetloos ' (Rev 01/27186) PWDW 2 r I-gI eID 1-02.2 PLAYS AND SPECJFICAT! UNs COPIES (REPl ACE7ETIT SEC"ON r SEC77 OF PLANS AND SPPECIFI ON OF E CITY CANONS (BIODI BIDOI � WOip;S DEPARTMENT20pWILL LLBE ON FILE 1N THE DESIGN NEETfNO TNE CALL FOR T TIC By RAI r 1 02_ 6(2 PROPRIETARY BIDS.INDOCLOCNTS WAY BE T� p�CKs PAA� ET0 �F�ITY NFORNATIONOF RENTON.�N L� ON F4ECEIpT Or � � AS 'ET rVENOM O ORAWINGS IDENTIFY CLEARLY Mr MATERIAL$ AO AESEARDN DATA• 50 A5 7p NNTERIAL($) AHICN LDISifi UTE rOrNEk CLAIHEO TD(F E FT10V RELIC OISCL (VALUABLE) FOMI.AE . DESIGNS EAEPPTION, ISE EN E✓EIPT OF THE ADV"M (OR STATE) WIILLL'0ALONG ►'ITN A STATERENT�pF � 42.17.310. OR ANy, LAMI INFOINATION NECEIVM WITHIN S F IVE NOTICE TO THE VEJAJfIR BASIS NY RE FON $UCH QAIN OF ARE BEEN GIVENRZALS SNALL ORDEEMFAILURE TO 7INELr( lgEyaD��fCE OFF ISSION,QUM7 �UgEp r ARE, fN FACT, DEEMED 4 WAIVER Fq NL SO SO EXflP7, Br TE SIBNITTING VENOM AEUST FDA TABLIC OISCLOSLOE 1-�2.12 R,gIC OPENINGS O OF ANY 4AIN THAT SUCH WITERIALS 1 BIDS SEALED BID ACENENT SEOTJ%) MMICIPAL BUILDING, BE RECEIVED Br THE C TV ON 1 WAD ALOUp LDINC, RENTON, WASNINC7ON, AS OF PER 7NE CALL BID By FOR S FILING WM TNE CITv CLER', ILL Awl AV�ITION OF COIPTRAC7 OPENED "' RBLf4r 1-O3.1 CONSIDERATION O BIDS (AM ..ONAL SECTION ALL BIOS WILL BE 1 LESS SD LL EDP ON TOTAL 51A1 O' ALL TO AWARD ALL OR A,,W5OEDLl p BID TE CALL FORS OR HE��PROES ff51p4 F"ICE5. NC PARTIAL BIDS 0I:L BE ACCEPTEC To 7 THE 1 1-0A � OF THE � BIDDER At 7TS DISCRETION. THE RIGHT MJM'Kti 1-04.5 pROCEOLRE 1 ANY AND PROTEST BY T!E CONTRACTOR (REPL GLESTIONS ARISING "VENT SECT ON To THE _ NG BET IE INSPECTOR OR FOp SNAIL BE IWEUTA1Ew INTENT OF ANY PART OF NNE 7NE @ITRq[TDR OR NIS SV'ERiN r FOR INTEMgETA7ION ANp TTENT E IF WARRANTED.O NE PUBLIC WD ICgTIOg OR NT Nt ENAN AS FAILUE ON T WObcS DSR[CTOR CONTRACT DOCLAENT, ME PART OH' THE AAEAESENTATIYES DEFECTIVE TOR OR 1 1t(1 �"��W7TE Ipl$ `T INFERIOR W�°T��C NATERIALS, SHALL �Ti9[ TO DISCOVER AC CONDEM DI AND LITIGATION, MO fOK>'EHi IN CONSTRUE AS AN A^.CEPT OR ' WORKS DIRECTOR OR N REPRESENTATIVE 77 15 FUIT WHICH THE ,..:.. ANCE or WORK SS qE O. EMBRACED IN TNESE IlgpyEN,FNSKLL DETERMINE THE MW TNEPARTIES h UAY 'AYE TWIi NF BEEN USED THE WO'll AM K INTERPRETATION De PtAXIC THE PLHAE-AND L DECIDE ALL CATIONS, ONS RELATIVE OF THE SEV"k KINDS T TO EuKION 1 rS'NPl*"Mtll SmclflcAtlms (Rev 01127/85) PAGe J 1.A.5 COttINAEC IN THE EVENT THE CONTRACTOR IS OP THE OPINION NE WILL E OAWGED By SAI IKTEIPIETATION, I( WITHINEVENT GAYS, NOTIFY THE ETAl11LEP AND THE CITY CIM IN WRITING OF THE ANTICIPATED INTUE AND AOMI AN .AGREEMENT OR DAMAGES. ff IS OF EMU IN TIC GIVING OF SIGN NOTICE. IN THE MPDINT AN ARBITRATOR AO 7ff TOP REACHED WITHIN S GAYS, TIE CITY NO ilE S.WLL SELECT A iHI10 WITHIN 70 DAYS THERE �TRACTdi WILL EKH THE FINDINGS NO OEC75ION OF THE BONA OF ARBITRATORS ygLL E FINAL NO BIIOING ON UNLESS TOP AGGRIEYEC PARTY, WITHIN 10 DAYS, FILING A PETITION FDA REVIEW lINALLEIfES THE FINDINGS AND DECISION BYE PART.ES, THE PETITION FOR REVIEW BY THE 9j"IOP COAT OF KING COIMV, WRSHINGTON. 3EMING ANC AM LIMITED TO SHOWING TINT THE FINDINGS AO DECISION: THE OATAAOS FOP 1. ARE NOT RESPONSIVE TO THE 0.ESTIONS SL9OTTEG{ 2. IS CONTRARY TD THE TERMS OF THE CONTRACT OR AA'COPOMW TREEDFI TRARY ANDop IS NOT I. ISS'E�15UWNItTED TO ARBITRATl BASED IRON THE APPLICABLEFPS AND THE LAW CONTROLLING THE I THE BOARD OF ARBITRATORS SWYy SUPORT ITS DECISION BY SETTING FORTH IN WRITING THEIR R FINDINCS COLLUSIONS BASED ON THE EVIDENCE AOOUCED AT ANY SOON NEARING. THE AHD C 914LL BE COUNT DECISIH ONSGOVMING SUCHSI H pp�OEON .IN ACCORDANCE WITH THE STATUTES OF THE STATE OF NA94INGTON AO THE COSTS SXH ARBITRATION SHALL BE BOVE EQALLV By THE ookKI'S OR gTNp1TOP MAIOPITY OPINION THAT THE CON'A[TOR'S FILING CITY AND THE T OR CONTRACTOR IT IS REASONABLE FOLND4TION. IN ILING OF THE PROTEST OR ACTION IS ss IT S THE LATTER CASE, ALL COSTS SMALL BE BORNE BY THE CONTRACTOR, THE VENL OFMNT qOF � SHALL BE IN KING OMWV. WASIINGTON, WASHINGT, NO IF THE CONTRACTOR IS A MO+-RESIDENT STATE OF I SERVED, BEFORE COAENDIMG"OAK WADER M25 CONTRACT, DESIONTE AN AGENT, ANON ANOP PROCESS NAB g 1.04.11 USE OF INTER ALS F OIAD ON THE PRO.]E[t (AODIT10NAl SECTION) ALL 4i SALVAGE MATERIAL AS NOTED ON THE PLANS AND TAKEN FROM ANY THE ENGINEER'S DISCRETION, ff CAREFULLY OF S .VAGED WATER MAINS. LIRE SALVADED AO DELIVERED DISCARDED FACILITIES ASHALL LL SANITARY NANNDLE HYDRANTS, VALVES AND APPIARTEANNDES, CATCH 1D THE CITY SAOPS, ALL COVERS SMALL ff SALVAGED AND DELIVERED TD THE CITY SHOPS.INS. MO STWA AM RViM T INCURRED IN SALVAGING AND DELIVERING SUCH ITEMS SMALL BE CONSIDERED TO THE PRO.IE[T AND A'D COpENSATION WILL ff WADE. DEFIED INCIDENTAL 1' .12 WASTE SITES (ADDITIONAL SE TION) ALL MATERIALS DESIGNATED BY THE ENGINEER TD LOCATIONS SELECTED BY THE CONTRACTOR. BE WASTED SHALL ff HNLLED, DAAWFD, AND SPREA; AT THE THE EON SAL. HAVE THE RESPpLSIB1LItY OrSBTAINOBTAININGHIS OWN WASTE SITE. ALL WDgt IHDL,.OE:. IN THISIS SECTION SMALL BECON51pETEp COMPENSATION WILL BE WADE, TO BE INCIDENTAL TO OTHER T! EMS O' eOWc AND NO FURTHER THE ACE TAKEN TO THE WASTE SITE DESCRIBED BELOW: BESHALL MAINTAINED SXELY BY THE COM"WTO1 1N 4 MANNER AS i SNP1eNen41 SDAci•'ia[SIWM I (RWY 01/27/BAl Paw A i r1.a.1_ 2 CONTINUED rTHE CONTRACTOR SN'LL BE REPPARED TO USE WATER TUCKS. POWER SWEEPERS, EN OR AND RELATED EMENNENT AS TIE ROUTE, FETED PROPF by THE i RESTOUTIPLdONaK Ig DIRECTOR TO ALLArE THE Fp9 Los-7 SPOILSALOE PRG ' TIENS EV] RDjTE 1S gWDATORY. r T� CONTR CD►I OF OR W41 SELIBE ALL NECESSARY PERMITS AM AMgOVAS FOR NN WASTE SITE ISPD. ES tHE PERMITS AND RRgpVALS ARE 7O BE TO BE SUBMITTED TO THE EwiNEER PRIOR TO STARTING ANY EDM. r 1-OA• 7 NOES OF WWII (ADDITION. 1lCT TIE WONIw MDJM FOR r.IS PPOJECT WILL BE LIMITED TO WEEKDAYS DURING THE pERILD FROM 8:00 A.N. rD ' 5:OO P.N. LI( FIORS OF IDIM RAY BE OWAT[ED AT TIE DISCAETICN OF THE ENGINEER UE, 1T IS IN THE INTEREST OF TIE RELIC ON THE CONTRACTOR DIE TO PERSONS OF SAFETY. REALM, OR WELFARE. r 1-0 lA ONTRArrnN S COPIES E CONTRACT DOCLEENTS (ADDITIONALSEC ON, THE CONTRACTOR WILL BE SUPPLIED By THE OWNER WITH 5 SETS R ONE COALETE SET OF CONTRACT DOOAEMS, INLLLOING H 5 PLANS MO SPECIFICATIONS. AT LEAST t THE SITE OF CONSTRUCTION IN GQb CONDITION FULL SIZE SET OF OIWIWA, SMALL BE WEPT AT ENGINEER• ADDITIONL COPIES IN TIE CONTRACT Nc AT ALL TIMES AVAUAU TO THE OWNER AM THE OWNER AT WET COST OF REPRODUCTION. DOCUMENTS, If REQUIRED, WILL WE P1AN15E0 BY THE ' ITS DRILL OF 18718E 1-05.7 RN6 AM WgRAIIE OFWNINGS (PARTIAL REPLACEMENT SECTION) DRAWINGS SUBMITTED BULL BE ON 22 INIOH Oy SPA INCH NYL.Ai OR SMALLER WETS WIT, 0 I,EP6IONS IN ' WLTIPLES OF 8 1/2 BY 11 INDES. 3-05.7(1) aftITTALS (NEW SECTION) TIE CONTRACTOR SHALL FURNISH FIVE COPIES OF ALL ORANINGS, SPECIFICATIONS, OESCRIP7f YE DATA, CERTIFICATES, SAMPLES, RESTS, METHOD, SCIEODLE.G, AND GS' SPECIFIC INSTRIUCDEO6 AS REQUIRED TO r DEMONSTRATE FULLY THAT THE MATERIALS APO EOJIAENT TO E FIA ACTUNE'SNEn Aw THE METHOD OF qN TO WIT, THE PROVISIONS P- INTENT OF THE SYEi.Il1CATION5 AND DRAWINGS. IF TIE ]IiGaATId SNOWS WARY DEVIATION FROM THE CW WT REO,I7AEHENTS, THE CONTACTOR SA&LN 8v A STATEMENT IN NSNING RCCOPANvlw rHE INFORMATION, ADVISE THE ENGINEER OF TIE DEVIATION ND STATE THE REASONS ITINC, oE. TRUCTION STaNI —_ SECTION) THE ETNGINEER BALL HAVE THE RIDHt TO MAKE REASOABLE DANCES IN TE GRADES AS THE, ARE SOWN ON THE DRAWINGS' WADES WILL BE ESTABLISED IN THE FORM OF OFFSET STAKES AT DISr*a, NOT GREATER THAN 25 FEET FOR BITTER BOARCS OR SO FEET FOR LASER, SET IN ADVANCE OF THE WUPV. IPENEVER 1N PROGRESS, THE CONTRACTOR SHALL HAVE IN MlS EMPLOYMENT A WORKER COMPETENTMDR, ;5 COMPETENT TO SET A R OR OTHER CONSTRUCTION GUIDE FRd THE LINE NO DUDE STAKES GIVEN BY TIE ENGINEER. MATTE BOA:, SOC" EMPLOYEES r R BOW HAVE THE DUTY NO RESPONSIBILITY OF PLACING Np MAINTAINING SUCH CONSTRUCTION O'er T R BO GUIDES. BATTER WITH AN MINT:ER'S LEVEL SHALL BE USED FOR ALL llNES SET ON 4 WA OF LESS.ARS SET AT LEAST THREE OTTER O°ERATIOS. IF, THROGN TE CONTRACTOR'S NEGLIGENCE, ANY STRESS 5 L BE DESTROYEDREMAIN IN PLACE PIPE LAYING r RESETTING. A SIN BALL BE EStrrED FRON TIE CONTRACTOR'S FINAL PAYMENT EQUIS V T TO TE E7M COST IN ENGINEERING IEWIRED FOR SUON RERACDENT, r r S I~tal smiFicatlonA (%V O1/27,V) %go 5 THE LASER IETIJO O ESTABLISHING GRADE WAY BE USED PROVIDING; A. REQUESTS FOR USE LISTING EQUIPMENT, AND METHOD OF OPERATION ARE SEMITTED FOR CITY REVIEW ' AND APPROVAL AT LEAST FIVE DAYS PRIOR TO USE. 2. GRACES ARE CHECKED AT LEAST ONCE EVERY 50 FEET AND AT .EAST S TIES DAILY BY CONVENTIONAL METES S. PROPER AN40RING O PIPE 15 PERFOAED IN LOCATIONS WHOE A BOY 1S BEING USED FOR EXCAVATION. ' THE CONTRACTOR SHALL ATRAIGE HIS WORK TO ALLOW A REASONABLE TIME FDA THE SETTING OF STAHES FOR THE NEXT PHASE OF "IS OPERATION TO PREVENT WOK DELAYS WHILE WAITING FOR CONSTRUCTION GUIDAKE , THE CONTRACTOR SkY: ASSUME FULL RESPONSIBILITY FOR DETAILED DIMENSIONS AMC FOR TRAN97ERR:NG ELEVATIONS O MEASUREMENTS MEASURED FROM SUCH STAKES AD NAb(S. , DELAYS BY REASON O LACK OF STAKES OR A TIME REQEST FOR SURVEY LESS THAN S DAYS. ARE OEEMEC A RISK TO THE CONTRACTOR NO SHALL NOT BE THE BASIS FOR CLAIMS FOR ADDITIONAL COMPENSATION OR CONSTRICTION TIME. , ALL COSTS FOR THE CONTRACTOR'S SURVEYING SHALL BE CONS:DETEC INCIDENTAL TO OTHER BIC ITEMS IN THE PROPOSAL, ANC NO FLIRTER COMPENSATION WILL BE MRDE, UNLESS A BID ITEM FOR SURVEYING IS t SPECIFICALLY LISTED IN THE SCHEDULE OF PRICES. 1-05.5(2) CONTRACTOR PROVIDED CONSTRUCTION STAKING (HEW SECTION) ' WERE THE CONTRACTOR IS REWIRED TO PROVIDE CONSTRUCTION STAKING HE SVLL BE RESPONSIBLE FOR SECURING THE SERVICES O A PROFESSIONAL LAD SURVEYOR WHO SMALL PROVIDE ALL SURVEY STAKING HEEDED IN CONJUNCTION WITH THE PROJECT. MIS STAKING SHA. CONSIST OF, B.IT NOT BE LIMITED TO: t ROADWAY CENTERLINE SANITARY SEWER SLOPE STAKING FIRE HYDRANTS , CURBS AND GUTTERS STREET LIGHTING GRADING AND PAVING UDERGROUDIW: POWER A TELEPHONE TELEMETRY TRAFFIC SIONA_ SYSTEM STORM DRAIN SYSTEM PSP6L CO. E P.N.W.B. VAA.TS , THE CONTRACTOR SHALL ASSUME F.LL RESP(NSIBIJTT FOR THE ACCURACY O THE STAKING AND SHALL PROVIDE ALL REPLACEMENT STAKING OR RESTAKINC NEEDED. THE CITY WILL PROVIDE THE CONTRACTOR'S SURVEYOR WITH , THE HORIZONTAL AND VERTICAL CONTROL HEEDED TO PERFORM THE CONSTRICTION STAKING. THE CONTRACTOR'S SURVEYOR SHALL PROVIDE THE ORIGINAL FIELD NOTES AD A SET O THE FIELD NOTES , WHICH SHALL CONTAIN AS_CONSTRLCTED LOCATIONS OF THE IMPROVEMENTS CONSTRUCTED UNDER THIS CONTRACT. THESE NOTES SHALL CONTAIN AS A MINIMUM THE CEWTER LINE STATION AND O< SET AND CUT TO EACH TEE, VALVE, BEND, HYDRANT, MANHOLE, CULVERT, CATCH BASIN, INLETS. CLEAAJTS, SIIESENER, WATER SERVICE, ICURB, OTTER, SIDEWALK, NO ALL OTHER CHAK.ES IN ALIGNERT OR GRADE AS KAY' BE NEEDED t0 DRAW t ACCURATE AS CONSTRUCTED RECORDS OF THE pRO.ECT. THESE NOTES SHA— BE KEPT LEGIBLY, IN A FORNWT CO FC MING TO GOOD ENGINEERING PRACTICE IN A HARD COVERED FIELL BOOK APPLIED TO THE CONTRRCICAS SURVEYOR BY THE CITY ON REQUEST, ' SNpleeen;el Sped FlcallKHns (Rev 01/27/96) Pew 6 , 1-05.5U1 CQITINLP ' THE LUMP SUM UNIT PRICE FOR CONSTRICTION STAKING WIu BE FULL OOPENSATION FOR ALL SURVEYING HEEDED TO CO6TRUCT THE U/gDVEIENTS TO THE LINE AO WADE PER THE *ROVED PLANS, AO TO PROVIDE THE PUUM COHETRUCTIO, AND AS-CCHSITLXTEO F1EID MOTES. PARTIAL PAYMENTS FDA THIS ITEM WILL BE WOE IN CGM ECTSON WITH THE MONTHLY PAY ESTIMATES BASED LPON WORN OOPLETM AS DETEWQMED BY THE ENGINEER, ML ROADWAY STAKING, SUCH AS CENTER.IWE, GABS AND GUTTERS, 00 WADING AND ;PAVING 94A.- BE DOE AT A MINUMIN OF 25 FODT OENIFAS. 1-05.5(5) CONTRACTOR PROVIDED AS-BUILT INFdOWTiON IT SAkL BE THE CONTRACTORS tE9gNNSIBILITY TO RECORD THE LOCATION, BY CENTERLINE STATION, OFFSET, 1 NO DEPTH BELOu PAVEMENT, OF ALL EXISTING UTILITIES UNCOVERED OR CROSSED "ING HIS WORK AS COVERED DOER THIS PROJECT. ' IT SAL'L SE THE CONTRACTORS RESPO/51811ITY TO HAVE "IS ARVEVW LOCATE IN CENTERLINE STATION, OFFSET AND ELEVATION, EACH KUM ITEM OF WOK DOME UNDER THIS CONTRACT. MAJOR :TERG OF WOK SHALL OE DEFINED TO INCLUDE THE FOLLOWING ITEM: tNWAGLES CATCH BASHES AO INLETS VALVES VERTICAL AD HWIlONTAL BENDS ' .AUCTION BOXES CLEAOUTS SIDE SEWERS STREET LIGHTS A SIMON i HYDRANTS MAJOR CHANGES IN DESIGN OWOE(S) VAULTS CULVERTS KTEA THE COPLETION OF THE WOK CO/FRED SY THIS CONTRACT, THE CONTRACTORS SM,RWYW SMALL PROVIDE TO THE CITY THE WAD COVER FIELD M(S) CONTAINING THE CO STIR CTIW STAKING, AND AS-BUILT NOTES: ' AO ONE SET OF 041TE PRINTS OF THE COSTRCTION DRAWINGS 1PON MICH ME HAS PLOTTED THE MOTES OF THE COIRACTOR LOCATING EXISTING UTILITIES, AND ONE SET OF WHITE RUMS OF THE CONStRCTIOH DRAWINGS L" WICK HE HAS PLOTTED THE AS-BUILT LOCATION OF THE NEW WORK AS RECWOED IN THE FIELD ' MON(S). THIS DRAWING SMALL BEAN THE RAVEVORS SEM AID SIGNATURE CERTIFYING ITS ACCRACV. THE UNP S1K UNIT PRICE FW CONSTRUCTION STAKING WILL BE FILL COMPENSATION FOR ALL SURVEYING 1EEDED TO CDLSTRCt THE IWP04EWNTS TO THE LINE AND GRADE PER THE APPROVED PLANS, AID TO W0VIM THE REQUIRED CONSTALCTION AO AS-COSTRLCTED FIELD MATES, PARTIAL PATIENTS FOR THIS ITEM WILL BE MODE IN CONECTION WIN THE MONTHLY PAY ESTIMATES BASEO UPON WORK COMPLETED AS DETERMINE) BY THE ENGINEER, 1-9„5.12 FINAL ACCEPTANCE �REPLAMNEM SECTION) TIE CONTRACTOR SMALL NOTIFY NE ENGINEER IN WRITING OF THE CORETiO.OF THE VOW WHEREUPON THE ENGINEER WILL PROPTLY, BY PERSONAL INSPECTION, SATISFY HIMSELF AS TO THE ACTURL CDMLETION OF THE WOK IN AC DOEACE WITH THE TERMS OF THE CONTRACT, AND 94RLL THEREUPON RECOMMEND TO THE OWNER THAT THE WORW IS ACCEPTABLE. FINAL DETERMINATION OF THE ACCEPTABILITY OF THE WORK SMALL BE MADE BY THE OWER. ACCEPTANCE BY THE CONTRACTOR OF FINAL COMPENSATION FOLLOWING FINAL ACCEPTANCE BY THE CITY SHALL CONSTITUTE FULL AND FINAL PAYMENT FOR ALL WOK LAGER THE CONTRACT, INLUOIND ANY CLAIM FOR DOAGED COO:710145 W DANCED WORN ORDERS DR EXTRA WORN, DELAY W ANY OTHER CWSE FOR CLAIMS FOR ADDITIONAL COPENSA m. 1-D5.15 IETNW OF SERVICE OF NOTICE (REPLACEMENT SECTION) MITTEN NOTICE SMALL BE OEM TO HAVE SEEN OLLY SERVED IF OGIVERED IN PERSON TC THE INDIVIONAL, DR TO A PARTNER OF THE FIRM, DR TO AN OFFICER OF THE CORPORATION W DWNER W TO THE CITY CLERK, OR IF SENT SY REGISTERED UNITED STATES MAIL TO THE WSINESS ADDRESS SHOW IN THE CONTRACT OwL ENTS. ' swlemWnta1 SDNU:IFicatiNs (Rev DI/2T/56) Wage T 1-05.16 ERRORS AD OMISSIONS (NEW SECTION) ' IF THE CONTRACTOR, IN THE COURSE OF HIS WORK, ECC ES AWARE E ANY EINORS OR OMISSIONS IN THE CONTRACT OX`UHWS OR IN THE LAYOUT AS GIVEN BY SURVEY POINT;. AND INSTRUCTIONS, OR IF HE EDOES 'AWE OF ANY DISCREPANCY BETWEEN THE CONTRACT DOCUMENTS AO THE PHYSICAL CONDITIONS OF THE LOCALITY, HE SHALL IMMEDIATELY INFOM THE ENGINEER. THE ENG)IFFA, IF HE DEERS IT NECESSARY, SHALL RECTIFY THE NATTER AND ADVISE THE CONTRACTOR ACCOIDIUiY. ANY ' MOM DOE AFTER SUCH DISCOVERY, UNTIL AUTHORIZED, MILL E DOE AT THE CONTRACTORS RISK. 1.07 LEGAL RELATIONS AID IESpGNSIa1LIT= 10 TIE ft&W , 1-07.4 SANITATION (AOOITIOYIL SECTION ALL EXPENSES INCURRED IN SIPPIYING ACCESS, PANTING AND SANITATION FACILITIES SHALL E CONSIDERED 'INCIDENTAL TO THE PROJECT AND NO COMPENSATION 94ALL E MADE. 1-07.7 LOAD LIMITS (EPLACB-- SECTION) ' ALL MOTOR VEHICLES OF THE CONTRACTOR, SUBCONTRACTORS, AND SUPPLIERS SHALL STRICTLY ADHERE TO OH. "-AA OF THE OWOR VEHICLE LAWS OF THE STATE OF WLSHIINGTON (1967 EDITION AM AENDENTS THEREOF) 'IN REGARD TO SIZE, WEICMT, AD LORD' OF MOTOR VEHICLES. PAYMENT WILL NOT E MADE FOR ANY MATERIAL THAT IS DELIVERED IN EXCESS OF THE LEGk WEIGHT FOR 'MICH THE VEHICLE IS LICENSED. ANY VIOLATION OF THESE REGLATIOS SHALL E REPORTED TO THE AFFECTED LAIN ENFORCEMENT AGENT. THE CONTRACTOR IS TO FUINISH TO THE PUBLIC WORKS DIRECTOR A LISTING OF ALL MALL VEHICLES USED ON THE NAp,IECT, LISTING THE VEHICLE NUMBER, LICENSE NUMBER, TARE WEIGHT, AND LICENSE.' LOAD LIMITS. 1-07.9 WADES (REPLACEMENT SECTION) , THIS CONTRACT IS SUBJECT TO CHAPTER 39.12 RCM, AND AHEM)MENTS AND WDITIOS THERETO RELATING TO ' MINIMUM WADES. ON FEDERAL AID PROJECTS, FEDERAL WAGE LAMS AND REOAATIG S ARE ALSO APPLICABLE. HOURLY MINIMA"RATES OF WAGES AND FRINGE BENEFITS APE 9gMN IN THE CONTRACT. WHEN FEDERAL WAGE RATES AD FRINGE BENEFITS ARE LISTED, THEY ARE IN ACCORDANCE WITH THE UNITED STATES DEPARTMENT OF LABOR DECISION NUMBER NA 83-5110. ' THE CONTRACTOR, ANY SUBCCNTRACTOR. OR OTHER PERSON 001% THE NON. OR ANY PART OF IT SHALL NOT PAY ANY MOKHEN. LABORERS, OR MECHANICS LESS THAN THE REWIRED HORtr MINI" RATES OF WADES SHOW IN , THE CONTRACT. WAGES IN EXCESS OF SUCH NOBLY RATES MAY BE PAID, IN ADDITION TO THE WALE RATE DESIGNATED, THE EMPLOYER BALL CONTRIBUTE FOR EACH COPEHSABLE HOUR THE FRINGE BENEFITS LISTED. 1T IS SPECIFICALLY UNDERSTOOD AND AGREED THAT THE WAGE RATES AND FRINGE BENEFITS FOR THIS -CONTRACT ARE SUBJECT TO CHANGES, THAT THE BIDDER ACCEPTS FULL RESPONSIBILITY AW ASSUMES THE RISK OF ANY 1 INCREASED LABOR COST BY REASON OF PAYING HIDER RATES THAN THOSE 94OWN IN THE CONTRACT. THE CITY DOES NOT ( T WARRANT OR REPRESENT THAT LABOR CAN BE PROGUID FOR THE MINIMM RATES SET MT. OR AS 15 THE CONTRACTORS RESPSIBILITY TO ASCERTAIN THE WADES ABOVE SUCH MINI" 45 rE 1 MILL HAVE TO PAv. 1 1 SuDlW tll SDAclryaUons ' (RAY 01/27186) Page B , 1-47.9 CONTINUED ' THE CONTRACTOR SAU. POST, 101 A LOCATION ACCEPTABLE TD M CITY AND LABOR AD INDUSTRIES, A COPY OF M W"Q`M 'StAT800 OF INTENT TO PAY PREVAILING NNE', A COPY OF THE PEVAILINI WAIL PATES FUR M PROJECT LPOM WHIN THE CONTRACTOR MAS INDICATED M N*RDAIMATE NABER OF MOCEPS IN EACH CLASSIFICATION; AND M ADDRESS AD TELEP40t NUMBER OF M INDUSTRIAL STATISTICIAN OF THE DEPARTMENT OF LABOR AD INDUSTRIES WERE A COMPLAINT OR INQUIRY CONCERNING PREVAILING WAGES NAY BE MADE. ON PROECTS GOYElWa BY RAGE RATES DETERMINED BY M STATE O WA91I4GTON DEPARTMENT O LASM ARC INDUSTRIES AND BY M U. S. SECRETARY OF LABOR, IF THERE IS A DIFFERENCE BETWEEN THE TV- IN TN[ PIEYAILINL RATE OF WAM FOR A SIMILAR CLASSIFICATION Cr LABOA. *NE CONTRACTOR SMALL PAr NC- LESS THAN M WAGE WHICH ISM 41O" OF M TWO. IF M CONTRACTOR MAKES USE OF APPRENTICES ON PROJECTS OQVEANED BY WAGE RATES DETERMINED BY M STATE DEPARTMENT OF LABOR AD INDUSTRIES, HE SHRILL PRESENT TO THE ENGINEER WRITTEN EYlDENCE DF TEGISTPATIRN O' SUCH EMPLOYERS IN A PROGRAM APPRDyED BY M STATE APPRENTICESHIP COUNCIL AND TNf PERIOD OF PROGESSIOM FOR EACH SUCH APPRENTICE EMPLOYEE. ' IF M CONTRACTOR NAMES USE OF APPRENTICES ON PROTECTS GQVERWFS) BY WAGE RATES DETERMINEO BY TN I U. S. SECRETARY OF lPaQA' HE SMALL PRESENT TO THE ENGINEER WRITTEN EVIDENCE OF REGISTRATION O SIC+ PL EMOYM IN A PNROORAN O' A STATE APPRENTICESHIP RO TRAINING AGENCY APPROVED No RECOGNIZED BY M U. S. &READ ,IF APPRENTICESHIP DD TRAINING. IN THE ABSENCE OF SUCH A STATE AGENCY, M CONTRACTOR SHALL SUBMIT EVIDENCE OF APPROVAL FED REGISTRATM BY M U. S. BUAEAJ or APPRENTICESHIP AND TRAINING. ' M CONTRACTOR SMALL SUBMIT TO M ENGINEER WRITTEN EVIDENCE O M ESTABLISHED mr ROTICE JOAEYMAN RATIOS AND WALE RATES IN tNE PRDIECT AREA, WHICN WILL BE THE BASIS FOR ESTABLISHING SWAM PATIOS AND RATES FORM PDJECT UNDER M APPLICABLE CONTRACT PROVISIONS. IF aaW DISPUTE ARISES AS TO WAT ARE THE PREVAILING RATES OF WAGES FDA WORM OFRE A SIMILAR MATU TD iMA1 C9NTENRATED UDER M CONTRACT AND S1.CHH DISPUTE CANNOT BE ARIUSTED BY M PARTIES Or ' 'MEREST, INCLUDING LABOR AE MANAGEMENT REPRESENTATIVES, M MATTER SHALL BE REFERE0 TO M DIRECTOR OF M DEPARTMENT DF LABJR ANC INDUSTRIES O M STATE OF WASMINGTON (OR TOM UNITED STATES SECRETARY OF LAMP WHEN PREVAILING WADES ESTABLISHED BY THAT OFFICE ARE INVOLVED), ARP NIS DECISION TNIXIN SMALL WA FINAL, COWOdS1VE AMEN BINDING ON ALL PARTIES INN0.VED IN M DISPUTE. IF THE CONTRACTOR IMAIES USE OF A LABOR CLASSIFICATION NOT LISTED IN M SPECIAL PROVISIONS, M CONTRACTOR SMALL REQUEST TIC DETERMINATION Or M APPROPRIATE WAGE PATE FOR THE CLASSIFICATION AF FDA M AREA IN WHICH AM 15 FEAFDAEO, rROM M IMDUSTAIAL STATISTICIAN OF THE DEPARTMENT OF LABOR AD INDUSTRIES ON FEGERy,,,AID PROJECTS M CONTRACTOR AD EACH SBCONTRAC7ER SMALL FUMISH WEEKLY PAVKL -5tATE)ENTS TD M EM,INEER IF WEEKLY StATEMENTS ARE NOT UTILIZED M CLTHTPACtCN SHFyL FWITSH A CERTIFICATION. PRIOT t0 EACH PMMGE ""Mt PARENT CUMIRRINC THAT PEVAI INS,WAGE RATES NAVE Pan IF M CONTRACTOR UTILIZES M OCCUPATION CODE WfN SSMITTING PAYRMLS AD WALE AFFIDAVITS, AMC MORE THAN ONE JURISDICTIONAL AREA IS INVOLVED IN M PIg7ECT, M JNWISOICTIOAL AREA INVOLVED SNO.LL BE SHOWN IMMEDIATELY FOLLOWING Mt THE OCCUPATION CODE MM, S.E.: IOAD70 VAM.f. SLp1HAental SPeAlFicatfana (Ter O1127106) Paw 9 1_07,9 COW INED , THE "INTAACTOR'S RECORDS PERTAINING TO RACES PAID NO PAVN L.S SA BE ITEM TO 11lORECT10R OR AUDIT By REPRESENTATIVES OF THE CITY pAING THE LIFE OF ME GMTMCT E O FOR A IMP RIOD OF ON LESS ' THAN THEE ()) TEARS AFTER TIE DATE or, ACCFRTNCE THEREOF, NO THE CONTRACTOR SMALL RETAIN SLCT. CONT S FOR THAT MAINTAINED By HERE SOON REtORDS PERTAINING to RAGES PAID AND PAYROLLS FDA THE GUARANTEES ARE HAT THE 04 SUBCONTRACTORSrSUCHSUBCONTRACT OR AGENTS O' THE CONTRACTOR, THE CONTRACTOR EXPRESSLY ' By FO TEES THAT THE THE CIDS O SUCH SUBCONNNTRACTORS OR RENTS SALL BE WEH TO INS-ECTION AO AUDIT BY RETREAMATtVES OR THE Clir OR THE SANE TEAKS NO CONDITIONS AS THE RECORDS O THE CONTRACTOR. IF AN AUDIT 15 TO BE C06ENCED HARE THAN SIXTY (60) DAYS AFTER THE ACCEPT DATE O' THE BEGIN CONTRACT, THE CONRACTOR BILL BE GIVEN A REASONABLE NOTICE OF THE TINE MEN SA. AUDIT IS TO t BEGIN. BEFORE PAYMENT IS NAPE By THE CITY OR ANY SLAG ME UNDER THIS CONTRACT, 'THE CONTRACTOR AN0 EACH SBCWTRACTOR, A COPY OF 'STATEMENT O INTENT TO PAVCI CITY MIST RECEIVE SFROM - ' (FORM L A I MEPBER TOO-29) AS SIDED AD NW04n By iR[ PREVAILINGAM AID iNOUSTWIES. WASNINGTON STATE DEPARTMENT OF UPON -ORLETlUN OF THIS CONTRACT, THE CITY MUST RECEIVE FROM THE CONTRACTOR AND EACH RBCO(TRACTOR ' A COPY OR 'AFFIDAVIT OF ALES PAID• (F1ORN L A I NUMBER 7OD-7 STATE DEPARTMENT OFLABOR AND IMDIISMMS) CER71FVING TWIT ALL PREVAILING WAGE RE$N1RE74ENTS HAVE , THE CITY MUST RECEIVE FRON THE PRIME BEEN SATISFIED. IN ADDITION, CONTRACTOR A COPY O 'RELEASE FOR THE PROTECTION OF PROPERTY OMENS AD fdRIL CONTRACTOR• (FORM L A I N/BEAA 20608I THE STATE DEPO;,T„ENT OP LAB/ND INOUSIRT EF�), THESE AFFIDAVITS WILL BE ' REQUIRE_ BEFORE ANY FUNDS RETAINED, ACCORDING TO THE PROVISIONSS O " 60.28.010. ARE RELEASED TO THE CONTRACTOR, FOMIS MAY BE OBTAINED FI(ON THE OPARTRENT OF LABOR MD INDUSTRIES. , A FEE O 2.30 PER EACH "STATEMENT OF INTENT TO PAY PAID• 1S RE(AIIAEp TO PREVAILI MARES" AID •AFT DAVIT O WADS ACCOPANY END.FORM SUBMITTED TO THE grARTMENT OF LABOR A NG INDUSTRIES, THE CONTRACTOR IS RESPO6:OLE FOR PAYMENT OFTHESE FEES AND BALL MANE 'ilE RP4RTMENT O L48OR AD 1 KL APPLIGilONS DIRECTLY TO THISTH:S CO,. NGUSTRIES. THESE FEES SHALL BE INCIDENTK TO KL THE 810 1TEM6 O IN ADD:':ON, THE PR:HE CONTWTOR 94AL- SUBMIT TO THE IASHINGTON STATE OVARTNENT OR LABOR A0 INAISTR:Ei A 'REQUEST FOR RELEASE. FObI PROVIDED BY THE DEPARTMENT O' LABOR AND IHOUSiRtES, THESE ARE AEA W1_L BE REQUIRED OR.BEF ANY FOOS RETAINED ACCORDING TO THE PROVISION OR RMV 60.28.010 ME RELEASED TO THE CONTRACTOR. ' 1_QT•11(P' SUBCONTRACTING (AODITION4 SECTION) WOE 0AYN EWT O THE FINAL ESTINATE, THE CONTRACTOR SALL SUBMIT AN AFFIDAVIT O NOWTS PA1C t0 ' NINOIITr BUSUESS ENTERPRISE N0 O ROEN BUSINESS ENTERPRISE PARTICIPANTS ON THE FORK PROVIDE_ !P THE CITr; CEATIFrING THE AMOUNTS PAID TO MINORITY BUSINESS AND OR WOEN &MINESS ENrgpq:SE ►ANTICIPANTS. , 1-07,11(10` AEGOARS AND REPORTS (REPLACEMENT Ct ON) THE CONTRACTOR Wl.: BE REQUIRED TO COMPLETE AND SUBMIT THE FOLLOWING DOCAENTS BEFORE PROGRESS ANG , OR FINY PAYMENTS TO THE CONTRACTOR W:,L BE APPROVED BY THE PUBLIC WON DIRECTOR: 1. EACM MONTH - OpARTMENT O LABOR STANDARD FORM 257, t 2. EA:N,RAY _ STATE NIGHWAr FOAH PR_1391 S41wpntal SOKIFicatlory , (Rav 01/27/86) PaOa 10 , ' 1-07_ll(10' CONTINUED M DOER RILL FURNISH THESE FIRS TO THE PRIE CONTRACTOR DURING M PRECOSTRUCTION MEETING. AN EQk^ ENPLOVIENT OWOATUNITV RETORT CERTIFICATE SHALL E MCLITED BY i.[ BIOCER WITH HIS BID P'><PQSAL ON THUS PIIJECT AC WHICH COWS WITHIN M PMOVISIOS O M to ETL+LOYHERT OPORTilNiTr RF.GJLATIOS O M SEDRETRAY O LABOR AS REVISEC Nay 21, 1%8. M FONT Di OLOYME2CATE WILL E AS 'TO SHED To THE ODATrWTO`IM;HITHE WHICH M CONTRACTOR RILL NEED To BETE, SLATING SSOCIATION' PRAMRSHIP. E HA.S PRRTICIM FIEVIOUSNOT LA RE CONTRACTS OR 9BC'ONTRACTS S18EC, TO M Epal O WDAT 'POUCIAU TED 3N ANY MS AMITTED ALL REPORTS DUE LOW APPLICABLE FILING REQUIRRCENTS. � V S0, RBETHEIR OR FAILURE ON THE PART OF THE BIDDER TD FURNISH THE REQUIRED CERTIFICATE OI_L E DLE CALM FOR REJECTION OF HIS BID. IF A PROPOSAL LACXS APO EEO REPORT CERTIFICATE, ACM CONTRACTOR KRU OTHERWISE E ANAIpEp M CONTRACT, THECONTRACTOR 91ALL HAVE 1C DAYS AFTER M7TICE By THE DIRECTOR OF PUBLIC RBPNS to PNA'IOE M SHE. 1F CONTRACTOR REFUSES OF FAILS WITHIN THAT TIE TO PROVIDE THE CERTIFICATE, ilE)R TE R'N1°OSAL O,lNi1THEWTEE.CONT IN THE FOWH OF BOG, CEC'X, ON CASH WICK ACCOpANim THE BED, WILL BE FORFEITED TO M CITY, WHENEVER A CONTRACTOR REQUESTS POM15SION TO SUBLET A PART OF ANY CONTRACT AND SUCH CST GOES WITHIN THE 21, PROVISIONS OF THE OA EQUAL SPTWITV REGULATIONS OF THE SECRETARY OF LABOR, REVISE: MAY 1%B, HE SMALL OBTAIN THIS CERTIFICATION FROM HIS pR�D TON Pro Ea"Wo IT TOGETHER PRIM SOON REQUEST. FTlpl THE SUBCONTRACTOR. S<B BEND CONTRAC' WILL APPPOVED BEFORE RECEIPT OF SUDS CERTIFICATION I FPROJECTOR THIS 5 PURPOSE, CERTIFICATION FOWS HOT BE ®TANNED FRON THE PROJECT BLIMFER ASSIGNED 1C THIS 1-D7.13 CONTRACTOR•5 RESPONSISIL ITN FOR WORN (REPLACEMENT SECTION) M PROM SHALL E UNDER M CONTRACTOR'S RE A.L LOSS AND �ANA,;'E Oat AND FROM WHATSOEVER CARE AO CMARRZ, M CONTRACTOR SHALL BEAR WHATSOEVER SOEVER CLAUSE. EXCEPT THAT IHE OVER WHICH NAY OCCUR ON OR TOM WLAX OU1NG M FU.LFIWENT HE CONSED RAC..SOLEL By THE ACT O Rs M CTW1TgpCT If ANY SUCH LOSS ON DAHIACE pLYjpS OAIaGE, NO Ih THE EVENT , THE CONTRACTOR SMALL IMMEDIATELY WAKE GOOD ANY SUCH LOSS OR OF M CONTRACTOR REFUSING OR NEGLECTING TO DO 50. THE OWNER WAY ITSELF OR BY THE FIBI.DYHENT OF SOW OTHER REASON NAXE GOOD ANY SUCH LOSS OR DAMAGE. No M COST AO EXPENSE OF So DOING SMALL E CHARGED To THE CONTRACTOR. THE CONTRACTOR ALOE SMALL AT ALL TIRES BERES061BLE FOR THE SAFETY or HIS ANC HIS SUBCONTRACTOR'S EMPLOYEES, AND FOR HIS AC HIS StBCoNTRACTOR'S PLANT ANC EQUIPHEINT ARCM RETHOD OF PROSECUTING THE WOYR. DUR NG THER AND ?MEIWOa AS 9aLLENOTABE ORHAGED THEREBv 1T1ONS. THECONTRACTOt Sla1l P1LAE OEr SUCK PATIOS or NO PORTION O THE WORX WHOSE SATISFACTORY QUALITY ON EFFICIENCY WILL E AFFECTED By UlAVOASLE CONDITIONS SHALL E CONSTRUCTED WILE RASE CODITIOS EXIST. UNLESS By SPECIAL MEANS OR PREMTIONS ACCEPTABLE to THE ENGINEER, THECONTRACTOR SMALLE ABLE TO OVERCOME MN. 1 1 tSupiEyntRl SReeitintlms (RW. 01'27Y66) PWQR 11 1-07.14 RESPONSIBILITY FOP OAMGE ADDITIGNR SECTION , THE CONTRACTOR S L" BE RESPONSIBLE FOR CONTF&LUC MAST Alp ND WITHIN THE PRO,ECT LIMITS Ap O1 ANY STREET 041CH IS UTILISED BY HIS EOUIPWDe FDA THE DURATION OF THE pRDXCT. THE CONTRACTOR t SHRLL R PREPARED TO USE WATERING TRICKS, PWER 5HEEVERS Ap OTHER PIECES O' EIFJTHE CAS ACTOR NECESSARY By THE ENGINEER, TO AVOID OEATIN. A NUISANCE. DEEMED DUST AMO MD CONTROL SNAu BE COP61MRED AS INCIDENTAL TO 'ME PROJECT, ANO W COPEH5A710N W:_. BE MDE FOR THIS SECTION. COMPLAINTS OF OUST, MD OR 'SAFE PRACTICES AD/OP PROPERTY ORAXGE TO PRIVATE OWNERSHIP ■:,_ BE , ' TRANSMITTED TO THE CONTRACTOR AMC -WWT ACTION IN COPE.TING THEN WILL BE REpJIREC By THE CONTRACTOR, 1-07.16 PROTECTION AMC RESTORATION OF PROPERTY (REPLh"OENT SECTION ' THE OWNER WILL OBTAIN ALL EASEMENTS AND FRANCHISES REQUIRED FOR THE PROJECT. THE CONTRACTOR q RL; LIMIT MIS OPERATIM TD THE AREAS OBTAINED AND SWILL MDT TRESPASS ON PRIVATE PROPERTY. , THE OPER NAY PROVIDE CERTAIN LADS, AS INDICATED IN CONNECTION WIN THE WOK UNDER THE CONTRACT TOGETHER WITH THE RIGHT OF ACCESS TO SUCH LOOS. THE CONTWTOH SMALL MDT U6KASON)LHLY ENCUbwP ' THE PREMISES WITH HIS EOUIPME47 OR MATERIALS. THE CONTRACTOR SHALL PROVIDE, WITH NO L148ILITY TO THE OWNER, ANY AMITIOMAL LAD APO ACCESS , THERETO NOT SOWN OR DESCRIBED THAT MAY BE REQUIRD FOR TEMPORARY CONSTRICTION FACILITIES OR STORAGE OF MATERIALS. HE SMALL CONSTRUCT ALL ACCESS ROROS, GETOJR ROADS, OR OTHER TEMPORARY WORK 0.5 REQUIRED BY HIS OPERATIONS. CONTRACTOR SMALL COSINE HIS EOUIPMEN7, STORAGE OF MATERIAL, AND OPERATION OF HIS WO0MkS TO THOSE AREAS SHOWN AND DESCRIBED RNE SIGH AOOI TIONh YEAS AS HE , NAY PROVIDE. A. GENERAL. ALL CONSTRUCTION WOK UNDER THIS CONTRACT ON EASEMENTS, RIGHT-OF-WAY. OVER PRIVATE , PROPERTY OR FRANCHISE, SMALL RE CONFINED TO THE LIMITS OF SUCH EASEMENTS, RICH-DF_MAY OR FRA.CNISE. ALL WORK SMALL BE ACCOMPLISHED SO AS TO CAUSE THE LEAST AOM OF DISTWBNCE ANY, A MINI" /IbHT OF DAMAGE. THE CONTRACTOR SMALL SCHEDULE HIS WORN 50 THAT TRENCHES ACROSS EASFMENTSRE AN 4e OUi BE LEFT OPEN DURING REEKODS OR HOLIDAYS AID TRFNCES SMALL NOT BE OPEN FOR MORE THAN R!! HDINS, B. SRXTUES. THE CONTRACTOR BALL REMOVE $UCH EXISTING STRUCtLOES AS MAY BE 'PERFOBHADE O' THE WORK AM, IF NECESSARY FOR THE A CONDITION AS F REQUIRED, SHALL REBUILD THE STRUCTURES TIR)5 REMOVED IN AS OODC OHAC, HE SMALL ALSO REPAIR ALL EXISTING STRUCTURES WHICH NAY BE DAMAGED AS A RESLLT OF THE WOK UNDER THIS CONTRACT. ' C. EASEMENTS _ CIA TIVATED AEAS A/C OtHEA 51AFACE IMNpY£MENTS. ALL CULTIVATED AREAS, EITHER A(7RICU.TURAL OP LAMNS AO OTHER SURACE IMPROVEMENTS WHICH ARE DAMAGED BY CONTRACTOR $MALL BE REStOEO AS NEARLY AS ACTIONS OF THE ' POSSIBLE TO THEIR ORIGINAL CONDITION. PRIOR TO EXCAVATION ON AN EASEMENT OR PRIVATE RIGHT-OF-WAY, THE CONTRACTOR SMALL STRIP TOP SOIL FROM THE TRENCH OR C0-6TRUCt1ON AREA AND STOCHRILE IT IN SUCH A MAMER THAT 17 Mr BE , REPLACED By HIM, 0% COMPLETION OP CONSTRUCTION. ObWMEHTAL TREES AAC SHRUBBERY SMALL BE CAREFLLLV REMOVED WITH THE EARTH SUgOMING THEIR ROOTS ■RAPPED IN BURLAP AND "'ANTED IN THEIR ORIGINAL POSITIONS WITHIN AB HaW. ' 1 SNPla tal SOeclltcatlo t (Rev 01/21/06) Poe 12 , ' 1-07.16 CONTINaED ' ALL SfUWY OR TREES DESTROYED OR DAMAGED, SMALL BE REPLACED BY THE CONTRACTOR WITH MATERIAL OF EARL QWILlTr AT NO AOOITI THE SODAL T TO THE OANER IN THE 9ALL BE CA EFVLLr CUTE NOT THAT RO.IEDI AND REPLACED ARY AFTER T THE TPENCN T1aD" ANY LAWN AEA, ' TRENCHES HAVE BEEN BACWILLED. THE LAWN AREA SMALL BE CLEANED BY SWEEPING OR OTHER MEANS, O ALL EArTH AND DEBRIS. ' THE C04TRACTUR 94ALL 115E "go WNfn EQUIPMENT SIMILAR TO THE SMALL TRACTOR-TYPE BACHHDES USED BY SIDE SEWER CONTRACTORS FOR ALL WORA, 1NIUDING EXCAVATION AO SACWILL, ON EASEMENTS OR RIORS-DF-RAY WH'CH HAVE LAWN AREAS. ALL FENCES, W a RS, MAILSOXES' OR OTHER TS IS OBSTACLES 9ALL BE PEIOM BY THE CONTRACTOR AND 1WIEDIATELV REPLACE, ALTER THE BA,WILLED, IN THEIR ORIGINAL POSITION. THE CONTRACTOR 94ALL NOTIFY THE OWNER AND PROPERTY OWNER AT LEAST 24 HOAR IN ADVANCE OF ANY Waft DOE ON EASEMENTS OR RIGHTS-(F-WAY. ' DAMAGE TO EXISTING STRUCTUES OUTSIDE OF EASEMENT AREAS THAT MAY RESAT FROM DENATTRING AND/OR OTHER CONSTRUCTION ACTIVITY UWM THIS CONTRACT 94A.L SF RESTORED TO THEIR ORIGINAL CODITION OP KTTCR. THE ORIGINAL CONDITION 94ALL BE ESTABLISHED BY PHOTOGRAPHS TAKEN AND/OR INSPECTION MADE PRIOR TO CO57ACTION. ALL &ACH MAN( SA-L BE DOE TO THE SATISFACTION OF THE PROPERTY ' 004RS AND THE OWNER AT THE EXIEWSE OF THE CONTRACTOR. D. STREETS. THE CONTRACTOR WILL A59AE ALL RESPONSIBILITY OF RESTORATION OF THE SURFACE OF ALL STREETS (TRAVELLED RAYS) USED BY NAM IF ON AGED. IN THE EVENT THE CONTRACTOR DOES NOT HAVE LABOR OR MATERIAL IMMEDIATELY AVAILABLE TD MAKE NECESSARY REPAIRS, THE CONTRACTOR MALL SO INFORM THE OWNER. THE OWEP WILL MAKE THE NECESSARY REPAIRS AMC THE COST OF SCN REPAIRS SKILL BE PAID BY THE CONTRACTOR. 1 07 17 UTILITIES AND SIMILAR FACILITIES (ADDITIONAL SECTION) ' LOCATION AD DIMENSIONS 900 ON THE PLANS FDA EXISTING UDEHFAOUND FACILITIES ARE IN ACCORDANCE WITH THE BEST AVAILABLE H•FOBATION WITHOUT UNCOVERING AND MEASURING. THE OWNER DOES NOT ' OARANTEE THE SIZE AND LOCATION OF EXISTING FACILITIES. IT SHALL BE THE CONTRACTOR'S RESPOSIBILITY TO CONTACT ALL RELIC AID PAIVATE COMPANIES HAVING UTILITIES AND/OR FACILITIES IN THE VICINITY OF THE CONSTRUCTION AREA. ' CALL SEFOE YOM DIG THE NN W LOCATORS ' 1-800-424-5355 IF, IN THE PROSECUTION OF THE WOA(, IT BECOES NECESSANY TO INTERRUPT EXISTING SURFACE DRAINAGE, SEWERS, LlCO RAINS. CONDUIT, UTILI1IE5, SIMILAR UD RUC ER00" STRUCTURES, OR PARTS THEREOF THE CONTRACTOR SHALL BE RESPONSIBLE FOR, AND 9ALL TANS ALL NECESSARY PRECAUTIONS TO PROTECT AD PROVIDE TEWPORARv SERVICES FOR SANE. THE CONTRACTOR SMALL, AT HIS OUN EXPENSE, WHIR ALL DAA= TO SUGH FACILITIES OR STRUCTURES DUE TO THIS C06TRLCTION OPERATION TO THE SATISFACTION OF THE CITY; EAC®T FOR CITY OWNED FACILITIES WHICH WILL BE REPAIREC BY THE UTILITY DEPORTMENT AT CONTRACTOR'S EXPENSE, OR BY THE COTIACTW AS DIRECTED BY THE CITY, SUD1aAental swlFlcatim (RWV 01/27/861 PAW 13 1-07.23(1) RELIC CQNVD41ENCE NO SAFETY (ADDITIONAL SECTION) t THE CONTRACTOR SMALL NOTIFY BY MAIL ALL PROPERTY OWNERS ALONG THE C061P1CTION AREA PRIOR TO ' CONSTRUCTION. THE. CONTRACTOR SWILL NOTIFY ALL LOCAL. POLICE, TRANSIT, AM FIRE DEPARTMENTS BY WAIL PRIOR TO CONSTRUCTION. MAWS AND ADDRESSES WILL BE FURNISHED BY THE OWNER. THE CONTRACTOR SMfa.i FIRTHER NOTIFY EACH OCCUPANT IN PERSON A MINIMUM OF THREE DAYS PRIOR TO CONSTRUCTION IN FRONT OF EACH PROPERTY, , 1-07.23(3) FLAGMEN. BARRICADES, AID SIGNS (REPLACEMENT SECTION) FLAGEM, BARRICADES, SIGNS AND TRAFFIC CORRR FURNISHED SHALL CONFORM TO THE STANDARDS ' ESTABLISHED IN THE LATEST ADOPTED FDITIGN OF THE 11AMIAL ON UNIFORM TRAFFIC CONTROL DEVICES", PUBLISHED BY THE U. S. DEPARTMENT OF TRANSPORTATION. , COPIES MAY BE PURDA4D FROM THE SPERINT@OENT OF DOCUMENTS, U. S. GOVERNMENT PRINTING OFFICE, WASHINGTON, O.C., 20402. THE CONTRACTOR 90" IMPLEMENT THE TRAFFIC CONTROL PLAN(S) XWEARING IN THE CONTRACT PLANS, AS AMICABLE, IF THE CONTRACTOR'S RAW OF OPERATIONS IS 14 CONFLICT WITH THE 1 CONTRACT TRAFFIC CONTROL PLAN, HE MAY PR3W MODIFICATION OF THE TRAFFIC CONTROL PLAN BY SNOWING THE NECESSARY CONSTRUCTIGN SIGNS AND BARRICADES REWIRED FIR THE PROJECT, AND SUBMIT IT TO THE ENGINEER FOR APPROVAL AT LEAST TEN DAYS IN ADVANCE OF THE TIFF THE SIGNS AO BARRICADES WILL BE ' REQUIRED. THE CONTRACTOR SMALL, AT HIS OWN EXPENSE PROVIDE ALL SIDS, SARRICAOS, WARDS, FLAG EN , AND 1 EQUIPMENT, COSTRCTION WARNINGS, AND NIGHT LIGHTS IN OIOER TO PROTECT THE PUBLIC AT ALL TIMES FROM IMRRY AS OF RESAT OF MIS OPERA71O1S (SEE M.U.T.C.D.). IF THE CONTRACTOR SHOULD FAIL TO MAINTAIN SUFFICIENT LINMS AHD BARRICADES, IN THE OPINION W THE ENGINEER, THE CITY 94ALL HAVE THE RIGHT TO PROVIDE THESE LIGHTS AND BARRICADES 00 OMXT 9" COSTS FROM PATENTS DIE THE ' CONTRACTOR. WORM SMALL BE RESTRCYRED, THE GOER OF WONT MODIFIED, THE MOPS OF WORK MODIFIED 09 THE NUM MALTED ALTOGETHER AT THE ENGINEER'S DSSCETION WHEN THE ENGINEER FINDS SUM A COURSE OR COURSES OF ACTION NECESSARY TO PROTECT THE PUBLIC UR THE CONTRACTOR'S SAFETY, HEALTH, AND WELFARE , WILL SIGNS ROHOVED SHALL BE SALVAGED AND DELIVERED TO THE CITY YARD. ALL COSTS IN CONNECTION WITH THE PROTECTION AND MOVEMENT OF VEHICULAR AND PEDESTRIAN TRAFFIC SMALL t BE CONSIDERED INCIDENTAL TO THE WON( INVOLVED OR SHALL BE INCLUDED IN THE LUMP SW PRICE ITEM 'TRAFFIC CONTROL" IF SUCH AN ITEM IS INCLUDED IN THE PROJECT. TRAFFIC MOYE ENT SMALL HEREIN BE DEFIED AS APPLYING TO BOTH V8410AAR AM PEDESTRIAN TRAFFIC, THE ENGINEER SMALL BE THE CITY OF RENTON RELIC No DIRECTOR OR HIS DULY AUTHORIZED REPRESENTATIVE (i.e. PROJECT ENGINEER, INSPECTOR) AS USED THAQ0W THIS SPECIFICATION. THE FOLLOWING IS A SUBARY OF REG.LATIOL THAT WILL APPLY TO TRAFFIC CORA0. OERATIOS GN THIS PROJECT, BUT DOS NOT LIMIT OR SUPERSEDE OTHER REOLATIONS OF THE STANDARD SPECIFICATIONS: I. THE •MAOAL ON UIIFOM TRAFFIC CONTROL DEVICES FOR STREETS Am HIGAAYS", AS WELL AS THE ' FEDERAL HIGMAY ADMINISTRATION (FHrA) "TRAFFIC CONTROL IN CONSTRUCTION AND MAINTENANCE WORT. ZONES" TECHNIC% REPORT MAY 1977, SMALL BE USED AS A GUIDELINE FOR TNIS PROJECT. 2. AT THE PROJECT PPE-CONSTRUCTION CONFERENCE THE CONTRACTOR 94ALL OISCUS5 HIS TRAFFIC CONTROL , PLAN 40 DESIGNATE THE PERSON RESPONSIBLE FOR TRAFFIC CONTROL AT THE HARK SITE. THE TCP SMALL INCLUDE DESCRIPTIONS OF THE TRAFIC CONTROL METHODS NO DEVICES TO BE USED BY THE PRIME CONTRACTOUSU64 RACTORS AMC WILL BE SLB.JECT TO REVIEW AMC APPROVAL BY THE ENGINEER, ' 1 SM100e11tAl S(MCIf1CAtiDns (Rev 01/27/56) PAQe 14 ' ' 1-07,23(3) CUrtINED 3. G ALL PROMS OF CONSTRUCTION, TRAFFIC M VEIENT SMALL BE MAINTAINED AS NEAR M3?AL AS POSSIBLE AMU REASONABLE ACCESS MAINTAINED TO PROPERTIES ADJACENT TO THE RIGHT OF MAY LINE. ' A. ALL TRAVELED POR-IONS O ROADWAYS WILL BE OPEN TO TRAFFIC DWUC PEA, TRAFFIC PERIODS, 6:30 To 6:3O A.N. AM 3:00 to 6:00 P.M. OR AS DIRECTED BY THP ENGINEER. ' S. ON OR BUOE THE FIRST DAY OF WOAf 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 COPLIA/DE WIN NUTMMAA STNOMOS. ND WOK SMALL BE DOE ON OR ADJACENT TO THE ROADWAY WT1L ALL NECESSARY SIDS AND TRAFFIC CONTROL DEVICES ARE IN PLACE, 6. MOO( SITE TRAFFIC CONTROL WILL BE S)BJECT TO PERIODIC INSPECTION BY THE ENGINEER; THE CONTRACTOR WILL BE REQUIRED TO TAKE TINEIV AND APPROPRIATE ACTION 10 CORRECT CONDITIONS THAT ' ARE UNSAFE ON CAUSING UADUE DELAY TO TRAFFIC MOVEMENT. 7. IF THE CONTRACTOR FAILS TO TAME SUCH TIMELY AND APPROPRIATE CORRECTIVE ACTION, THE ENGIMEEA CAN ORDER A STOP 1O FURTHER MOM( UNTIL THE CONDITIONS ARE CORRECTED, OR ORDER CORRECTIVE ACTIONS TO BE PERFORMED BY OTHERS WITH ALL COSTS INCURRED THEREOF DEDUCTED FAUN PAYMENTS DUE OR COMING DUE THE CONTRACTUR. THE CONTRACTOR SMALL BE RESPONSIBLE FOR PROVIDING ADEQUATE FLIIGHEN, BARRICADES, L104T5 AND SIGNS FOR THE PROTECTION OF THE WORK AMC THE PUBIC AT ALL TIMES, AMC THE CONTRACTOR AND HIS SUREtY SMALL BE LIABLE FOR INJURIES AND DAMAGES TO PERSONS AND PROPERTY SUFFERED BY REASON OF THE CONTRACTORS OPERATIOS OR ANY NEGLIGENCE IN CONNECTION THEREIN. 1-07.23(6) OUST CONTROL (ADDITIONAL SECTION) tTHE CONTRACTOR SHALL PROVIDE A MINIMM 1,500 GALLON CAPACITY MAZER TRICK Wt7N A PRESSURE $pgAv IF EACH SYSTEM DESIGNED FOR STREET CLEANING. THE STREETS SHALL BE CLEANED OF OUST bD DEBRIS AT THE END WOM ING DAY. IN ADDITION, THE CONTRACTOR SHALL PROVIDE SPRM4ING, AS NECESSARY, TO ' ALLEVIATE DUST NUISANCE DR AS DIRECTED BY THE ENGINEER. 1-07.24 RIGHTS OF MAY (ADDITIONAL SECTION) ' THE CITY SALL OBTAIN ALL EASEMENTS AND ACCESS PERMISSION NECESSARY TO THE CONSTRUCTION O ALL IMPROVEMENTS LOCATED ON PRIVATE PROPERTY UD PAY ALL COSTS OF THE SANE. CONES OF ALL EASEMENTS MD ACCESS PERNISSION MILL BE PROVIDED TO THE CONTRACTOR. THE CONTRACTOR SMALL PpiO}M ALL WOOL' ON PRIVATE PROPERTY IN STRICT C%ftJANCE MIT), THE TEM6 *0 CONDITIONS O' THE EASEMENT AND RiGMT-OF-ACCESS DOCUMENTS. ' 1-0 PosEIIIF1O1 ND PImESS ' 1-06.3 PROGRESS SCHEDULE (REPLACEMENT SECTION) IM EDIA. ' AFTER E,ECLTION AND, DELIVERY OF THE CON`RAZT, AND BEFORE THE FIRST PARTIAL PAwE 7 ID HDE, THE CONTRACTOR SHALL DELIVER TO THE ENGINEER AN ESTIMATED CONSTRUCTION PROGRESS SOEOLEE IN ' A FORM SATISFACTORY TO THE ENGINEER, SHOWING THE PROPOSED DATES OF COWENCE ENT AID COMPLETION OF EACH OF THE VARIOUS PAY ITEMS O' WWX REQUIRED IADER THE CONTRACT DOCUENTS 40 THE ANTICIPATED 1 1 SuplWWanui SRP[STlntlWm (HAY 01/27/86) PAge 15 1-06_ 7 CONTINUED , ANQ,NT O EACH M WrHLY PAY1M THAT �LWDOW DUE TO THE C01TRil'.TOR IN WITH THE TPOOESS EOF NWI THE CONTPARTIAL PAYOR YMENTS FLftaSN PERIODIC ITDUZED ESTIM� Mom( ODE F;In ' REPOSE E HAN1NG PNiTlK PA TIEAEON. TIE COST IK-IAI[D ON WIKUC IP MIY ? THESE SCIEOAES All IN USED OLY FOR OE7ETMINING 11E BASIS OF PARTIAL PAYMENTS AND HILL NOT E CONSIDERED AS FIXING A BASIS FOR ADDITIONS TO OR DEDUCTIONS FROM THE CONTRACT. THE D IT " O EVIDENT F AT ANY TINE OTHE M16TRCTION THAT OPERATIONS WILL OR HAY FALL EHIK ' THE SOE.pIN O THIS FIRST P aIr'GAM THE MMTWTOR y.�L UPON REQUEST PROPT.Y S1611T REVISED ADDED IN NE SAE PRAM AS 9EClF1EO IEREIN, SETTING OUT OPERATIONS. RETNODS, AND EBUIPVETRT, , AOOEp U1B01 FORCES OR VOWING SHIFTS, AO1T Oft ETC. BY MUCH M LOST TIME WILL E WEE UP, AND COiER WITH THE ENGINEER LENTIL M APp M NOD;FICA; ON E THE ORIGINAL SEOJtM- FURTHER, IF AT ANY TIME A PORTION OF THE A' .cPTED SCHEDAA.E IS FORD TO SCHEDULE EL HAS BEEN WITH 7}E ��OPROVISIONS, IT SHALL UPON REOEST BEEYI AY..D BY THE CONTRACTOR ANG COPIIACE BIM THE CONTRACT gOV,ISI(.4. THE NOR( gull BE PAYMENTS E ANY FURTHER ESTIMATES TO THE CONTRACTOR AFTER SUCH REUST IS MAADE AND UITI, AN ' WORKOYED MODIFIED SCNEOUILE HAS BEEN POVIIIED BY THE CONTRACTOR MY E WITHHELD. EXECUTION OF WORK ACCOtDING TO TIE ACCfPTEp CONT HEREBY MADE ANOBLIGATION O THE RACT O DOI�AUCTION O W M AD MODIFICATIONS NEREO, : I-- ZAE-CONSTRUCTION CMIERENGE (kN SECTla) PRIOR TO THE START O CONSTRICTION, THE CON e DEPARTMENT, OUASI PUBLIC UTILITY `, ENGINEER, ALL gACORTtyACTORS, UTILITY PE-00t5TRXTION CARIES, AD DTNEA INTERESTED PARTIES SHALL ATIOC A CONTRACT, O>N EPENCE, WI TN TIME. RACE, AM DATE TO E OETEAAINED AFTER AWARD O THE REVIEW PROAES jWD .'LSCU55 RET'RESEM.7ATIVE O THE COYTRACTOR RILL ATTEND A WEEriv COfETENCE t0 , WEENLY MEETINGS PROBLEMS THAT HAY E ICURED. THE TINE. RACE ANG DATE OF THESE S/NLL E ESTABLISHED AT THE pRE_COSTIWION COEEIEtMCE. 1-OB.4 _PROSECUTION OF ROM (ADDITIONAL SLCTION) ' THE CONTRACTOR SHALL NOTIFY THE CITY OF RENTON AT LEAST AB HOURS POOR TO COMENCING WORK. THE SAE R1 Hi- N)T XHIATIONS SMALL BE PROVIDED 70 ALL EMERffNCY SERVICES, BY DIKING 91] FROM A FOIE WT„ WWp A t ENTDMO-WA M. GT E CONTARC T ICLEPpHE SHALL ALSO NGOR I AND �Y SCHOOL DISTRICT WHEN WOWING WITHIN A ROADWAY INDICATING THE DURATIONDURATIONANG PROPOSED TIME orpCCEPROPERTY OWSETtS ADO10ENi TO THE CONSTRUCTION AEA, ' SS CLOSURE TO NE1R PROPERTY, 1-08.5 TIME COMPLETIONOF ADDITIONAL T ON ' REPLACE PARAGRAPH 1 BIM: , THE CONTRACT TIME SMALL START WITHIN !0 DAYS FROM THE DATE OF THE LETTER NOT FY CONTRACTOR TO PROCEED. THE SPEC10. PROVISIONS ALL STATE I ANC 71E A WORMING DAY .S M+ DAY NOT OT'A' P E ISIDEr THE :ONTRA:T THE IN WOWING DAYS, ' 1S DEFINED AS A SAT r INED HMIN AS A NON AWING DAY. A NON WOWING CA, SPECItICALLY REQUIRED BY TrE�Y-;,AC7ET�IZEO HOLIDAY OR A DAY ON WHICH THE COITA,.7OR I5 SUSPEND CONSTRUCTION SNR1ANentA1 SwCiflaUlms ' (Aft 01'27/06) PROS 16 1 �.S COrtIYEp ' 4L DEFINITIONS 5 WECOOIZED LL3WS: IN Alf STA/OAp'VEZIFIGTIONS ARE DELETED AND VOID, FECM41ZED HOLIDAYS SMALL BE AS FOLLOWS; NEW YEAA'S DAY, LINCOLN'S BIRTTOAr, 00191INGTON'S BIRTHDAY, VETOAIk DAY. .1L.LV A, LABOR DAY. YETERNS DAl, TNAkSGIVLG AD THE DAY FOLLOINO, AO 011257HWS DAv, THE DAY BEFORE DRISTM45 SMALL BE A MOLIDAY �N CHRISTMAS DRY OCCOL< ON A TAM CH IS MAS DAY THE DAY ABEFO CM PIS SMALL BE A HOLIDAY, WOI CH RISTMAS DAY OCCRS OI A MOaY, iKCGTH iA Y WrtERr, PMEN ' CMR:STWLS DAY OCCURS ON A SATUOAY, THE TAD PRECECI G NWIG DAYS SWILL BE 095ER..E_ AS 'EL iDArS, WEN CMRISTMAS DAY OCCRS OI A SLWAY, INE TWO MklNG DAYS FOLLOWING SAL, BE OBSERVED AS NQIDAYS. ' THE CDNTRACIOR IS EXPECTED TO DILIGENTLY PIMCSTE TIE WORN TO CGW LETION !N ALL DARTS AND REWIRUENTS. rE PRo'XCT STALL BE CRPLETM WITNON THE TINE NOTED IN THE CALL FOR BIDS. 1 NOVIOED, "EVER, TWAT THE CITY SMALL HAVE THE RIOrt LPON WAEST OF TIE PLGLIC "MKS DEPARTHEYNT, TO EXTEIG THE TIME OFCOPLETII}N SAID NTOk. ND EXTENSION BALL BE VALID LBLESS TIE SAVE BE IN WRITING AND ACCOMPANIED BY TIE WRITTEN C04SW To SON EXTENSION BY THE SAE*Y ON TIE BOG OF THE CONTRACTOR. TSME LOST 1N IERACING IMPROPER WAX OR MATERIAL SMALL NOT %ANUS,ANY GROUOS TO TIE CWIRACTOR FOR C.AIMING AN EXTENSION OF TINE FOR THE COWLETION OF TIE BOWL, NO 9NAu EASE NOT WG THE CONTRACTOR FN IN DAMAGE OR :IABILITtES FOR FAILURE TO COPLETE TIE piM WIT,IN TIE TINE REWIRED. ' 1-00.9 LIQUIDATED DAMAGES (ADDITIONAL SECTION) ' THE LtWIDAtED DAMAGES DO NOT INCLUDE, AO AM 1N ADDITION T0, ONpGES FROM COSTS FOR INSPECTION, SUPERVISION, LEGAL EXPENSE, A/G COAT COST5 INL1AtlED BEYOND CO(TRACT COPLETION DATE. THE COST OF ADDITIONAL INSPECTION AO RPERVISION BALL BE AM NOW EQUAL To AC SAWAV COST PLLIS 1Go PERCENT FIR OVERHEAD. -00.11 OVERTIN E WOIk By EWER EKtOVEES (NEW SECTION) WEN TIE CORRACTOR PFWGRMB COSTRLCTION WOk OKA THE ACCEPTED B MDIAS PER DAY OR AO NUBS PER KEEX, OR REIMBURSE ON ANY CITY MXlOAY, AND THE WON REQUITES INSPECTION. TIEN TIE CORRACTOR SAL, THE CITY AT tE RATE OF S5! PER HUA. YE CITY SMALL HAVE' OFTERWNING THE NE TIE SOLE AVTHOPITY IN CESSITY OF NAVIFG THE ENERTI E INSPECTION, AND SAL. NOTIFY THE CONTRACTOR DA ITS INTENT TO REODIRE SAID INSPECTION. SAID COSTS WILL BE OEOLCTED FROM MONIES OM TIE CONTRACTOR ON EACH MONTHLY ESTIVATE. 1•D6.17 CONTRACTOR'S RANI I T (NEWSECTION) THE CONTRACTOR ALONE SMALL A' ALL TIMES BE W—VO SIBLE FOP THE ADEOWv, EFFICIENCY. NO tM.FICIENCY OF MIS AG MIS SDCDNTWtOR'S PLANT AND EWINENT. THE OWNEP SHA-L NAVE THE RIGMT TO HMANE USE OF TIC C1NTRa„TOR'S RANT ATO EQUIPMENT TrE PERFORMANCE AN" WORN JN THE SITE OF THE WOSLR T�C USE By TME ACCORDINGLY 011'ER SICM PLANT AND EWINEN7 SMALL BE CONSIDERED AS EXTRA WORM AND pA1D FOR t ' Sup1WWWnG1 SRWci F14ISon• (RWY 01127186) Page 17 1-08.12 CON1IN.FO ' NEITHER THE OWNER "M TE ENGINEER ASSUME MA NEW SS1BILITY. AT 40 TIME, FOR THE SEZURlTY OF HE SITE FROM THE TINE CORRACTOR'S OPERATIONS HAVE COBEIICED UNTIL FINAL A�PTAPGE OF THE WORK BY 'THE DDUEEA AD THE INNER. THE OWAKTOR SMLL ENLOY SIr MEASURES AS ADDITIONAL FENCING,B RMICADES, MD WAY06" SERVICE AS HE DEEPS NARY FOR THE PUBLIC SAFETY AND FIX THE PROTECTION OF THE SITE AD HIS RAM AD EQUIP". TE OPER BILL BE PROVIDED KEYS FOR ALL 'FENCED, SEQAED AREAS. 1-06.13 ATTENTION TO WORK (NEW SECTION) , THE CWrRACTOR 94ALL GIVE HIS PERSONAL ATTENTION TO 00 SHALL SUPERVISE THE WORK TO THE S END THAT IT SMALL BEPAOSECLAW FAITHFULLY, AO MEN HE IS NOT PERSONALLY PRESENT ON THE WTHE SITE, HEA HALL AT ALL FEASOYIALE TIES BERETAtSENTEO BY A U%WETETNT SUPERINTENDENT MD SMALL HAVE FULL 'UiIOIITY TO EIECUTE TOE SAE, AND TO SfiLY MATERIALS, TOOLS, AND LABOR WITHOUT DELAY, AN MD SMALL E THE LEGAL F041ESDITATIVE OF THE CONTRACTOR. THE CONTRACTOR SHALL E LIASLE FOR THE FAITKU. OBSERVANCE O MANY INSTFAXTIONS DELIVERED TO MIN OR TO HIS AUTHORIZED REPESEN-ATIVE. ' 140 MADAMM AND PARENT 1-09.1 NEASU►ENNT OF QUANTITIES (ADDITIONAL SECTION) THE CONTRACTOR WILL E RESPONSIBLE TO ASSURE THAT ,ALL DELIVERY TICKETS THAT ARE `EOIIRED FOR 'HE , RAPRSE OF CALCLATING QUANTITIES FOR PAVNOR OR FOR VEERIFYING TYPE OF MATERIAL ARE RECEIVED BY THE ENGIP�ER AT THE TIME OF ELIIQY IN ORDER FOR PAYMENT To E MACE. A. =T Q PAYMENT WILL NOT E MADE FDA DELIVERY TICKETS WHICH 00 MDT SOW TYPE E MATERIAL, ODES WEIOrt, TAPE WEIONT. TRUCK KABHR, DATE, NEIMASTERS CERTIFICATION.AD INSPECTORS INITIALS. ' SCATHE CERTIFICATION SHALL E SUBMITTED AS EARLY IN THE PROJECT AS POSSIBLE. EACH NEIDRT STATION SHALL MAINTAIN A RECORD OF THE TRUCK MAWR, TIME, DATE. AD WEIGHT O' ALL TRUCK ' PRDVIOIRD MATERIAL TO THE PROpECt, THE VEI041 LIST %ALL E MAINTAIED IN OULICATE WITH ONE SIDED COPY TRANSMITTED DAILY TO THE CITY BY THE SCALE ATTENDANT, IN ISOLATED CASES WERE SCALE WONT IS HOT AVAILABLE, THE INSPECTOR SHALL MEASURE THE TRUCK VOLUME AD CERTIFY AS TO ,ITS FULL LOAD DELIVERY, P. BY OTHER MEANS METHOD FOR E NT AS"EE AD PAYMENT FOR MATERIAL WOIWT TO THE SITE BY ANY OTHER MEANS WILL BE ,ETEMIED BY CONTRACTOR/OWNER AGREEMENT BEFORE HARD O THE CONTRACT. 1-09.3 SCOT OF PARENT iA int)A& SECTION) ' ALL COSTS AND ExP&aS FOR ITEMS OF WORK, EQUIPMENT, OR MATERIALS, INCLUDING INSTALLATIONS, NOT IDENTIFIED AS BID ITEMS 1N WISE SPECIFICATIONS SMALL. E INCIDENTAL TG THE PROJECT, N SEPARVE ,PAYMENT OF ANY KIND WILL E MNOE FOR THESE INIDENTA. ITEMS. i SNp1MNWnta1 SDWcl YlcationM (RWY DL27/861 Poge 18 t1-09.3 CONTINUED PARTIAL PAYMENTS ON ESTINATES My BE WITHHELD UNTIL A WOK PROOE55 SOEOLEE, A5 DESCRIBED IN SECTION B. HAS BEEN NECEIVEp AD APPROVED. IN THE EVENT THAT An MATERIAL OR 'W4aANSNIP ODES NOT MEET THE REQUIREMENTS OR' SPECIFICATION, THE CITY MY HAVE THE OPTION TO ACCEPT SWA.iM MATERIAL OR HQWDYWNHtP IF THE DIRECTOR DE PC4Lt0 WOe(S 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 WONOMMSHIP, tPAYMENT FUR PIPE INSTALLED SHALL BE MADE ON THE FOLLOWING SIYEDU,E ONLY: CONDITION OF PIPE INSTALLED PERCENT OF 610 PRICE PAID PIPE I16TALLEp AD HOT TESTED. PIPE INSTALLED AND TESTED. ' 90.0% PIPE INSTALLED, TESTED, TIE-INS AD SERVI_-ES INSTAL;FO AND CLEAN_ ' UP COMPLETED. 100.0A ' AW REBUF6, OUEM, AO IoNSM 4FIWAP 2-01.2 DISPOSAL OF USABLE MATERIAL A DEBRIS (PART IAL REPLACDENT SECTION ' DELETE: *THE CONTRACTOR 94ALL DISPOSE OF ALL DEBRIS By DESCRIBED BELOW." ONE OF THE THREE DISPOSAL HETHOD ADD: ` "C CONTRACTOR SHALL COMPLY WITH DISPOSAL OF OF9WI5 AND CONSTRUCTION LAWS 4N1 ROES GOVERNING THE RUCTION MATERiA,S IN APPROVED LAND FILLS.- 2-01.2(1) DISPOSAL METHOD' NO. 1 OPEN B(gNING - DE:ETF 2-01.2(2) DISPOSAL METwn No. 2CONTROLLED BURNING - OELETE 2-01.2(3) DISPOSAL METHOD NO. 3 - DELETE 2-01.2(4) DISPOSAL METHOD ND A LAID FILLS (ADDITIONAL SECTTHM) ' ALL DEBRIS, WASTE, EXCESS CONSTRUCTION MATERIALS AM OTHER MISCELLANE THE OWNER OF THE CONTRACTOR OR DISPOSED OF BY ANOTHER OUS MATERIAL NOT SALVAGE) BY LADFILL APPROVED AND LICENSED BY APPROVED�T"� ARE TO BE DISPOSED O' AT A ' 2_O1.}(A) ROADSIDE CLEW THE APPROPRIATE GOVEMINC BOOT. ----�_�_ - DELETE 2-01.5 PAYMENT (PgRTIAL REPL CEMENT SErTION� ' DELETE ITEM A SwIsmota1 SwIfitAtive (Rev 01.-27/36) P" 19 2412 E30M Of SONWCRM go OBSTnLTM ' 2-02.3(3) REMOVAL OF PAVEMENT SIDEWALKS Aa, .W , S. WHEN AN AREA WHERE PAVEMENT HAS KENN REMOVED IS TO IE OPENED TO TRAFFIC BEFORE PAVEMENT PATCHING HAS BEEN FINISHED, TEHPJRARY PC COLD MIX ASPHALT CONCRETE PATCH WALL BE 'REQUIRED. TEMPORARY COLD MIX PATCHING SJALL BE PLACED TO A MIXIMM OEPTN OF 1 INCH IMEDIATELY AFTER BACKTILLING AJ COPACTION ARE COMPLETED AND BEFORE THE ROAD OPENIO TO TRAFFIC. ' 2-02.3 PAVMEW (SUPPLEMENTAL SECTION) ADD. ' 2. 'SAW MTINC r" PER LINEAL FOOT, 3, `COLD MIX MC ASP%ALT,PER TON, ALL COSTS RELATED TO THE REMOVAL OF STRUCTURES AND OBSTRUCTIONS INCLUDING SAW CUTTING AND Ca 0 MIX ,ASPHALT SMALL BE CONSIDERED INCIDENTAL TO AND INCLUDED IN THE UNIT CONTRACT PRICE OF OTTER BID ITEMS UNLESS DESIGNATED AS A SPECIFIC 010 ITEM, ' 2-43 MWENNy EXERNATIOM Alp E3BNWWpVT 2-0.1 DESLDRIPTION (PARTIAL REPLACEMENT SECTION) 1 REPLACE PARAGRAPH 2 WITH: THE NOW INCLUDES THEY ITEMS UNLESS THEY ARE DESIGNATED AS PAY ITEMS IN THE CONTRACT: 1. MILL 2. DOPE ROAOINO 3, EXCAVATION OF STRUCTURES, OITDES AND CHPIELS. A. WJMA, OF UNSUITABLE MATERIALS. 3, REMOVAL OF PAVEMENT I SIDEWALKS, OUIVEWAVS, CRAB AND GUTTER. EXTRUDED CURBS, AND ' OTHER SURFACE IMPROVEMENTS 2-03.3(2) ROK RTS (PARTIAL REPLACEMENT SECTION) , REPLACE PARAGRAPH 1 CONTROLLED BLASTING WITH: CONTROLLED BLASTING -- BEFORE BLASTING WILL BE APPRDVEO THE CONTRACTOR MUST O04O6TRATE TO THE ENGINEER A D LOCAL POLICE AC FIRE W-RATIENTS THE NEED FOR THIS METHOD OF EXCAVATION, IF 'APPROVED BEFORE ANY BLASTING BEGINS, THE ENGINEER WILL REQUIRE THE CONTRACTOR TO PROVIDE INFORMATION ON HOW DRILLING, LOADING AND SOOTING WILL BE ACCOPLISHED. ALSO, THE CONTRACTOR WILL PROVIDE A DETAILED EXPLANATION OF WHIT PRECAUTION MILL BE FOLLOEO IF BLASTING IN AN ,URBAN OR RESIDENTIAL AREA. 2-03.3(14)E UNSUITABLE FOUNDATION EXCAVATION (REPLACE-PEW SECTION) , WHEN SOWN ON THE PLANS OR MEN SPECIFIED IN THE SPECIAL PROVISIONS. UNSTABLE NATURAL (ROUND SHALL BE EXCAVATED PRIOR TO THE PLACEMENT OF EN DNS, OVER THE AREA, THE UNSTABLE MATERIAL MAY CONSIST OF PEAT, MUCK, SWAMPY OR UNSUITABLE MATERIALS, INCLUDING BURIED LOGS AND STUAPS. THE ,MATERIAL SHALL BE EXCAVATED BY THE CONTRACTOR AS DIRECTED BY THE ENGINEER TO GIVE THE CONSTRLOTE: EMBANKMENT FULL BEARING ON SOLID MOUND. SuplaMental SMIficatlons (Rev 01/27/A6) Page 21 ' MATERI LS LWITABL EXCgVATIO EXCAVATION THE LKESS E �M►EL CHWIFE PRISMS, WILL NOT BY SPECIAL FXCAVATI N EXCAFROMVATION WDAVW5 THE REM`NN MbT _ �' 9'ECIAL EXCAVATION BE IMECLA OPERATION AS IN WHICH CASE �MbS REQUIRING DIFFERENT ERIIPMENT FROM THAT USED FOR IK OPERATION IA BASIS WILL �LLYRSAEMDI7 PAYMENT AS "WITAALE FOUNDATION EXCAVATIOP ROADWAY BIGAVATION, ON A PER CtEIC YARD 2-07.3 lA F QISPLACE%EVT OF I061I TABLE FOAMTION MATERIALS - DELETE 2-03.4 IEA.AAE/ENT (9PPLEMENT AL SECTION) I ADD TO ITEM 1. AT THE DISCRETION NE TIE POINT(IF LOADING. ENOINEER'ARDgM�OYYBEXCAVATION, 1EVAASIq D BY EXCAVATION, MO OIA)ITq�r ' BY THE CUBIC Y BORROW TICKET UONTRACTOR SHALL PROVIDE TR TRUCK IN THE NYWLIHG VEHICLE AT SMALL HAVE THE T OCK TICKETS FOR EACT L RIAc NUEER, NUE AHD DATE, qN0 gE LOAD REMOVED. E0.CH 2-03.3 pAY1EN7 PARTtaL NPRRDVEG BY THE ENGINEER. ' REPLACEMENT SECTION ADO TO BEGINNING OF PARAGRAPH 1: *ALL MATERIAL KNITS COVERED IN THIS SECTION %ALL LDE THE HALL TO AND FROM PART IF THEIR UNIT PRICE. INCL THE JOB SITE AS REPLACE PARAIRLm, 1 ITEM 1 WITH; ' •MEIN THE ENGI ORDER EXCAVATION 2 FEET OR LESS BELCH SLEORgpE ROADWAY EXCAVATION SHALL APPLY, SNiBGRAOE, THAT RANT BELOW IF ROERS EXCAVATION MORE CONTRACT PRICES FOR 2-07.7(J) ULSUIT THE EXCAVATION.. DEPTH SORD BE PA THAN 2 FEET BELOW t RI FOALOW T EX2-FODTO DE ID FOR AS PROVIDED FOR IN SECTION REPLACE TEXT OF ITEM J WITH: "JMITABLE FOU✓DATION EXCAVATION-, pEi CLBIC rARO. ' BE THIS CM ITEM APPEARS IN THE SCEDLLE OF PRICES, THE CONTRACT PRICE PER FULL COMPENSATION FKWt EXCAVATING, LOADING. O ACING GR OTHERWISE INCLUDING MAMA. GK�BID TARO BALL ' DISPOSING 6 THE NA*ERial "FEN NO BID ITEM FOR •(NSUITABLSAIOUHOASION EXCAVATION- APPEARS IN THE SCEDIIE GR ' AN ITEM FOR FOMDATION HATER HE PAYMENT SHALL BE AS SET FORTH IN SECTI N 2-09,S A OR CLAM B APPEARS IN THE SCH CNE OF PRICES,PRICES,i RO+ MEN NEITHER SHALL THE ABOVE ITEMS IS PRWIDED IN THE CONTRACT SIAVH WORN AS WIY BE OR BY THE �INEER SAIL BE ACCOpLISED AS EXTRA WOWK OD PAYMENT WILL BE 104E AS PROVIDED IN SECTION REPLACE TEXT OF ITEM 7 WITH: ' 2�*ALL C T FOR EMBANOIENT COPACTION SMALL BE INCIDENTAL To OTHER ftLPAY ITEMS INVOLVED.• ' 2-04.5 PAYMENT REPLACEMENT SECTION) ALL COSTS FOR THE MHIND OF MATERIAL T0, FROM OR OT T J05 SITE L BE CONS HE KHA. IDERED INCIOENTA- TO AMC INCLUDED IN THE WIT CONTRACT PRICE OF OTHER UNITS OF NDRX, Swl"MMtal swi Ttwim, (Rev 01;27185) PAQe 21 2-0 SIR[ THERTH6R ' 105.1 PAYTENT (REPLAfp[NT SECTION) ALL COSTS FOR SLOPE TIERTMENT SHALL BE CONSIOEIEp PRICE OF OTHER WITS OF YOB, INCIDENTALINCIDENTAL TO AFD INCLUDED IN THE WIT CONTRACTt 219 ST;LCT AE DE7IVATIQN , 2-09.1 DESCRIPTION (SUPPLEMENTAL SECTION) , THIS Wa'C ALSO INCLUDES THE EXCAVATION , HALL AND 019-MAL O ALL UNSUITABLE MATERIALS PEAT, ADM, SWAMPY OR CWS B UITABLE MATERIALS, 1NCLUDINC RIEC LOOS AND STU PS, SUM AT 2-09.3(1)C REMOVAL OF L06TABLE BASE MATERIAL (PARTIAL REPLACEMENT SECTION) REPLACE PARAGRAPH 2 WITH; , GRAVEL BACWILL FOR FOOOATION MATERIAL SMALL BE CAUSED OR PARTIALLY CRUSHED MATERIAL MEETING THE REQUIREMENTS OF SECTION 9-30.7B FOR GRADATION AND QUALITY. 2-D9.3(1)D DISPOSAL OF EXCAVATED MATERIAL (PARTIAL AEPLACEIENT SE.jCH, t REPLACE THE SECOND AND THIRD PARAGRAPHS PITH; TIE WIT CONTRACT PRICE FOR STWLTUE EXCAVATION CLASS B SHALL INCLUDE ALL COS'S FOR LOAC:H. , AND MARLING THE MATERIALS. 2-09.4 MEASWpER (PARTIAL REPLACEMENT SECTION) MINIMA TRENCH WIDTH FOR PAYMENT SHALL BE 1 FOOT, ' HORIZONTAL LIMIT FOR PIPELINES LARGER THAN 42 INCES. P;PE ARDRS MDRE THAN 50 1 , ' STRUCTURAL RATE PIPE, AND (M)MASSSHALL BE 1.5 FEET, NGE5 IN SPAR LONER LIMITS PE THE BOTTOM OUTSIDE OF TOE PIPE, OR T ' MATERIAL WILL SERVE AS THE 'E BOTTOM O THE REQ, ED BEDOiNG LONER EL31T FOR NEASANING EXCAVATION. THE ENGINEER MAY SET ANOTHER LIMIT WREN EXCAVATION MST BE MADE BEIOv GAGE. DELETE THE LAST TWO PARgRApNS_ ' 2-09.5 PAYMENT (REPLACEMENT CTION) MEM TIE PRODSAL INCLUDES ANY OF THE FOLLOWING BID ITEMS, THE OWNER WILL PAr AS FOLLOWS: t 1. `STRUCTURE EXCAVATION CLASS A,-PER CUBIC YARD. 2. •STRUCTAW EXCAVATION CLASS B,"PER CUBIC YWD. ' THE WIT CONTRACT PRICE PER CUBIC YARD FOR THE BID ITEMS LISTED ABOVE SMALL BE FULL PAT r,n ALL LABOR, MATERIALS, TOOLS, EQUIPMENT, No MWIMG 1N�^..UC tNG MAC. IF 'HE ENGINEER ORDERS THE CONTRACTOR TO EXCAVATE BELLOW THE ELEVATIONS SHOWN ON THE PLANS, THE WIT PRICE PER CLB:., f YARD FOR •STRLCTAAE EXCAVATION CLASS A OR 9' SMALL APP 1, BUT IF THE CONTRACTOR EXCAv.-.. DEEPER THAN THE PLANS OR THE ENGINEER REQUIRES, THE OILER WILL NOT PAY FOR MATERIAL EXCz.-. FROM BELOW THE REQUIRED ELEVATIONS. IN THIS CASE, 11E CDNTRACTIR, At HIS EXPENSE Sw:.. ' REPLACE SUE+ CONCRETE WITH CETE OR OTHER MATERIAL THE ENGINEER APRMDVES. t SU0l~t4I SRACiflatia Ts (RAY 01/27/66) PAQA 22 ' 1 �3 DINTI� •STALL' E1Q71Wr:a MASS a' UDED OF IculR�1rt ALL WWIRED�Tp64EMAVAATE to IS ITAR.EI� IN ORDUALS, rM BID�n7�4L 00CAM1TIO IN ALL Loam �, Me TOOLS No PA ENT i 4 TO THE PNlCE MID FOUR��� QVE"' ON MPOUIT AND p'�SHALLD BE ML 3 ND CRIBS' � LUMP 5M CONTRACT �' OR N, EXCAVATION 4A5S 4,,,,,,. LL P SW. RICE NEEDEC To NArER COFFC4D4MS OR CAISSONS. PLACES IPW ry W VEN, 5SC0�jA� AM 14s, T04s. 4O EW2gErrt IF THE E3Dl RE,OVE THE ;6ANDr OTIAS, BID ITEM VEER RERJ'ES ZINC, OTI[6, REWSRES M sUa R°Rr THE COFPE" . OR CA!To ORSma WILL RAT PROVIOFD IN SECTION I--"N THE �NOVIOEs b BELOW THE ELEVATION OW at l,C 01t �t285 OR ExrRA ' ELINEER EXTRA EACAVATIDN DEPTH THE mon THE OWNER WILL P4Y rN TION S LLLPE�LASS AtF�� BELOW THE ELEYATTENDS low spry Oy TIER EXCEED 1 RFFt FDA DEPTHS PRICE PRICE AND ArEN A• 'GRAVE �D�ILL(KIND),• LL BE AS PROVIOEDTHAN FEET THE' PER TM. IN SECrlON tMIi COyTgA[T PRICE PER�SFby THE KIND ALL OF GRAVE B'b67LL uSE� SNA:L BE F MT FOR ALL D. ' LABOR. yRTEA24, T ND EOvIM ENr OTHERWISEUNLESS GACWI � ASPERFTO GRAVEL L4SAC AILS, GRAVEL AVE` �itOKr MO EyNc yyMAWEL 'li ' AS OETINED IN FDA SECTION 9-3.100 OF T 'REND, 7. 'FQALMTIOI MTER14 CLASS A OR CLASS B•. PER TON �PLEIENTA, IF EXCAVATION BELOW HE WITH TO EXCAVJAL IS R pa ANDEQUIRED M EHE PLA7iEN to ��� M E' OR UUSA$E. W ' CLASS AF OR CLASS M�I4 0.0.55 A OR CDISPOSS 9 OF 1ER24, R ' "'TERl4. AM EWIAENT _SLCN W CLASS 8•(SECTIO4 9-0I.1 I(1)), PER TON RHO N BE O AWINI THECAA BID MY � I TER14 t+-11 TRIMIgIt AID nEYAP 2-11.3 CONSTRLETIO, REKII AENENTS (ADDIiIONRL SECTION) ADD f0 Pggq 1: ' 7. REr[lyE TREES, SNAGS DOWN rI�661 IPT 6. T�NGNTLV Olt51DE THE O O46H AS WE "IRE STD OR CLEARJ OR GppBlgG, ; �' OTNER TREES OR ANC 9. FILL AND 9=11"ND CONTOIA i,E ENGINEER, ' 10. THE APPEARANCE. ENDS Cuts NO FILLS T 'WALEM TERMIN Alp TO 11. Oa 7tERA1E ReNO'NEo ROADS AND RESHARE THE AREAS t0 SLETD NII7;RylLY KITH ypAAxi S ' ' SNRIAP'+tA! SPAcf flGtlOns (Re• O1i77/ec PAOR 23 54M ASPALT C mCWTE palMR ' 5-01.3 1 EM (PMITIAL REPUImpR SECTSOK) ' ' REPLACE It)' 10 `OR1VE WAY ASPHALT- WITH: lO, '"OSCELAWOUS *CVCR OIIVE MY ASPHALT.- PER TON. ALL COST FOR THE ITEM 12 C " SEALING, 13 TEPPORMV STRIPING, 6 16 ADOVING TEIPOR41r STRIPINO , SHWA. BE CO6'OERED INCIDENTAL to MO INCLUDED IN THE I/QT CONTRACT PRICE OF OTHER UNITS OF HARK.• 5-05 cDw LDOETE pavooe ' I 5-05.0JS. CENEN' CONCRETE DR'rEMrS (SUPPLEMENTAL SECT ' ION', COMEETE FOR DRIVEWAYS 94ALL BE 3 DAY MI, 5-95.5 PAYMENT (PARTIAL REPLACEMENT SECTION ' REPLACE ITEM T WITH; 7, 'CEMENT CONCRETE OR14WAY-, PER SPAVE YARD ' All MOMUE5 (MEW SEITIOT) , 6-11.1 (DESCRIPTION) THE WOA: DESCRIBED 1N THIS SECTION, REGAIEAESS OF THE TYPE OF MATERIALS ENCOMVEiED, INCLUDES THEEXC ' RETAINING ALL SHAPIWHERE OF THE M M FILL SLOPES AO FURNISHING AND COdTRUETING RODMRIESrROCK RETAINING BALL MERE 9ptlN ON THE PLANS OR MERE DIRECTED By THE ENGINEER.6-11.2 MATERIALS ' ROCK MALLS SMALL BE FORTE: OF LARGER PIECES OF QUARRIED BASALT, AOESITE GH OTHER IOEOS ROCK. , 1NOlV'PAL PIECES OF ROCK SHALL BE SOAO MO RESISTANT TO WEATHERING. MEN BROKEN INTO PIE-El NEIGHING 50 TO 150 GRAMS AM TEStEO FOR SOUOMESS WITH SOO1UM SULONATE IN ACCORDANCE MAIM A. T1O4, THE LOSS THROUGH A ONE-INCH SIEVE AFTER 6 CYCLES SMALL NOT EXCEED 35% BY WEIGHT. THE ROUX MATERIAL SHALL BE AS NEARLY RECTAN LAR AS POSSIBLE SO AS TO AFFORD THE MINIMUM AMOUNT OF , VOID SPACE BETWEEN THE BLOO6. NO STONE SHALL BE USE_^ WHICH DOES NOT EXTEND THROUGH THE Wq::, THE ROOK MATERIAL 9HW.L SE HWHM1, SOUMO, p1AAAE. APO FREE FROM WEATHERED PORTIONS. SEAMS, CRACKS ' AND OTHER DEFECTS, THE ROCK DENS'tr SHALL BE A MINIMUM OF 160 POOPS PER CUBIC FOOT. THE SOURCE OF SUPPLY ANC t REPRFSEVTATIVE SMP._ES GH THE MATERIAL SHALL BE APPROVED BY THE ENGINEER BEFORE DELIVERY TO THE SATE. THE ROOK MALLS SHALL BE CONSTRUCTED OF TMD.MAN RxKS, (300 TO 600 PORDS', EACH 13• IN ITS CAS' DIMENSION; TH6EE-NAN ROCKS (400 TO 1,200 PDUDS: EACH 16- IN ITS LEAST DIMENSION; roLM4 W ROCKS (1,500 TO 2,200 POOPS) EACH Is. IN ITS LEAST DIMMION. THE ROCS SHALL RANGE UMIr3RNEY IN SIZE FDA EACH CLASSIFICATION SPECIFIES. THE FOR-MAN ROOKS SMALL OAr RE USED YOUR THE FIRST COPSE OF , ROAR IN WALLS OVE:r 6 FEET 1N HEIGHT. SWI~tAl SpetftintlHm (Rtr Ol/27Y86) Ps" 24 1 ' LAW (COSTHWDTION REQUIREMENTS) ' THE ROC)( UNLOADING 1% AT THE SITE WILL BE001E RANGES INDICATED SUGH A MNPQ AS TO SEOEGITE TIQ �.tt IV TIE SIZE 0 1N THE PPFCEDlp PAHA(ZRApN_ ' THE WALLS SHILL BE STARTED By EXCAVATING A TRENCH, NOT LESS THAN 6 INIZES OR MORE THAN ONE FOOT IN �M BELOW SATOiADE IN EXCAVATION SECT30N5. CA NOT LESS THAN 6 I"M ON ICE THAN ONE FOOT IN DEPTH BELOW THE EXISTING GAOAO LEVEL IN ENEAHWOENT SECTIONS. AREAS ON WHICH THE ROOKERY IS TO BE ' PLASLLD SHALL BE TRIMMED AND W-SSED TO COEOWH TO THE ELEVATION OR SLQ INDICATED. E L» mUCTIOH SHALL START AS SOON AS POSSIBLE APON THE COMPLETION OF THE HOCK MOLL THE M OR FILL SECTION. ROCK SELECTION AND PLACEMENT SHALL BE SUM THAT TINGE WILL BE No OPEN VOID. 1N THE EVOSED FACE O AIE WALL OVER 6 INCHES ACROSS IN ANY DIRECTION. THE ROCKS SHALL BE PLACED AND KEYED TOGETHER WITH MINIMA OF VOIDS. PARTICAJA ATTENTION SHALL BE GIVEN TO THE PLACING AND KEYING TOGETHER OF 4 FINAL COIASE O ALL ROCKERIES. THE FINAL C¢PSE SHHALL NAVE A CONTINDUS ANEARNDE AND BE PLACED TO MINIMIZE EROSION O THE ;BACKFILL MWTERI4. TIE LARGER ROCS SAL, BE PLACED AT YNE BASE O THE MOCKERY SO THAT THE WALL WILL BE STABLE AND HAVE A STABLE APPEARgDE. LIE RO3K5 yASE BE CAREFLLLY PLACER By MECHANICAL EQlIP10Ht ROCK AND IN A MAKER SUN TWIT THE LONGITUDINAL AXIS IF THE SHALL BE AT RION' ANGLES ON PE44MICLLAR TO THE MOCKERY FACE. THE ROCS SHALL HAVE ALL DQINING FALLS SLOPING TO THE BACK W THE ROCKERY. EACH ROE OF ROCKS WILL BE SEATED AS TIGHTLY AND EVENLY AS POSSIBLE ON THE ROCK BELOW IN SUCH A WMER THAT THROE WILL BE NO MOYEMEM BE TREE THE TWO- AFTER SETTING A COHSE Or ROCK, ALL VOIDS BETWEEN THE ROCS SHALL BE CHINKED ON THE BAG. ' WITH QUARRY ROCK TO ELIMINATE ANY VOID SUFFICIENT TO PASS A 2 ION SQUARE PRONE. 6-11.3.1,E MOCKER=gpCKFILL TIE WALL BACKFILL SHALL CONSIST OF 1-112 INCH W144 CRUSHED ROCK OR GRAVEL COiORA,HIp SECTION 9-03.9K3). THIS MATERIAL WILL BE PLACED TO AN B INCH KINIMN THICKNESS BETWEEN THE ENTIRE WALL N0 THE CUT OR FILL MATERIAL. THE BACKFILL MATERIAL WILL BE PLACED IN LIFTS TO AN ELEVATION APPRmXIWATEIY 6 INCES BELOW THE COINSE O ROCKS PLACED. THE SACEILL WILL BE RACED AFTER EACH COURSE OF POCKS. ANY BACKKFILL NATERIA_ ON THE REARING SINFACE OF THE NICK CGUASE WILL BE REMOVED BEFORE SETTING THE NEXT COWSE, 6-11.3,2 DRAIN PIPE A A INCH DIAMETER PERFORATED PVC PIPE SMALL BE PLACED AS A FOOTING DRAIN BEHIND THE ROCKERIES A3 ' SNOW IN THE STANDARD PLANS, AND CONNECTED TO THE STOWH DRAIHAKE SYSTEM WETS SOWN 6-11.3.3 REJECTION OF MATERUL TE INSPECTOR WILL HAVE ?HE AUTHORITY TO )EJECT ANY THAT IS BEING IMP4gPEldr I(WE, DEFECTIVE MATER3AL AND 70 SUSPEND ANY MDRK WATER IS WILL BE SUBECT TO THE FINAL DECISION OF THE ENGINEER. ALL REJECTED REMOVED FROM THE CONSTRUCTION SITE AND ANY AEJECTEC WORK SMALL BE REPAIRED OR ' REPLACED AT NO ADDITIONAL COST TO THE OWNER. 6-11.4 NEASRElEW NEASUEMEN' OF THE FINISED ROE, WAIL FDA PAYMENT WILL BE MADE OF THE THE F(D?AHD GRADE 70 THE TDP THE "ALL AND ROUNDED TO THE NEAAEST SQUARE YARD. t6-11.5 PAYMENT PAYMENT WILL BE WIDE UNDER THE ITEM -ROCK RETAINING WALL`, PER SQUARE YARD. THE UNIT PRICE ASNlp W PER SQWE YAW SHALL BE FULL COMPENSATION PENSATION FDA THE RODERr NGCK ALL 1N PLACE AND SHA UCI W; LL INCLUDE ALL WO , MATERIALS. AND EQUIPMENT REQUIRED TO 3}W'LETE THE RF MINING WALL I 1 ' SA01WMDtW1 Spf.lFlatlaM (AWY 03YI7MBc PAQA 25 7-41 DRAW ' 1-01•4 MEASLFENEN7 ADDITIONAL SECTION) ADO TO PARAGRAPH 2: ' •MEN THE CONTRACT DOES HOT INCLUDE 'STRq..� EXGVATION CLASS B' ANO 'STRUCTUgE EXCIIVATIOR CLASS CONTRACT PA, ITEMS.- 4 PA, ITEM ALL COSTS ASSOCIATED WITH TN THE ITEMS 5, A BE INCLUDED 1N OTHER 7412 OLVEATS ' 712.2 W.TERIALS (ADDITIONAL SECTION! ' AM TO PNRAORAP+ 1: PVC PIPE ' 9-05.12 PVC PIPE: MERE RAIN OR REINFORCED CONCRETE. STEEL, OR ALUMINUM ARE RMMtE0 TO IN SECTION IT 9ALL BE ODERSTOID TWIT REFERENCE IS ALSO MADE TO PVC, 7-03 , 7-02.3(1)-�PIPE (ADDiTICIAl ---�--SECTION) LOWER ERG. WITH THE BELL END IFT RADE IN THE TRENCH, PREPARED AS SPECIFIED IN SECTION 7-02.3(1) PVC PIPE SWRLL BE LAID BEGINNING AT THE , DELON THE OF HEp PEA (RAVEL RILL BE USED AS THE DEMING MATERIAL AND EXTEND COIECT'TO A STRUCTURE W2� PIPE TO 6• ABOVE `ME TOp OF THE PIPE. MEN IT IS NECESSARY TO POINT OF CONNECTION. WITH •)DINT A RUDDER UHrl9(E'TED COCETE COLLAR WILL BE USED AT THE t 7-02.a IEq$UIEMENT PARTIAL REPLACEMENT SECTION) ' DELETE LAST PARAGRAPH 1-12.1 PAYIENT (PARTIAL REPLACEMENT SECTION), DELETE ITEMS 1 THRO GH 20 A1D REPLACE WITH: 1• '_• Storm drain Pim per L.I. t 2• •_" . Corrugated Steel Arch Pi Pe 3. •_• z Corr P per L.F. s�� ��I�" Arch PS))e Der L.F. A• "Concrete Class ' Per C.v, S. _" Diamter Flared End Section Per Ea. DELETE PARAGRAPHS 5 & 7 , 7-0 SylKlIRAI PLATE POE, PIPE NOR NCR, I=ASS ' 7-03.4 MEASUREM ENT (PARTIAL REPL ION ACEMENT SECTION, Peragr&, M 5; REP ACE ' "SE-TION 2-09.A• M1 iH •SECTION 2-0-.5" SMRplamental Specifications ' (Rev 01127/86) Poe 26 ' 7-03.5 PAYEN- (PARTIAL REPLACEMENT SECTION ' DELETE ITEMS II, 12 WHO 1` REPLACE LAST PARA,IVAP H WITH: THE WIT CONTRACT PRICE FOR GRAVEL BACEILL FOR FOIDATI3Na C.A55 A OR CLASS B SMALL BE PAID IN ACCORDANCE WITH SECTION 2-09. 74M SI M SOM 7-OA,2 MATERIALS (SUPPLEMENTAL SECTION) ADD: PVC SEER PIPE 9-05.12 7-O4.3(1)e PIPE BEGGING (SUPPLEMENTAL SECTION) t ADD: PIPE BEDDING FOR PVC SEER PIPE 94ALL CONSIST OF PEA GRAVEL, IT SHALL O PLACED i0 A DEPTH O 6• OVER AND 6• LOW THE EXTERIOR WALLS OF THE PIPE. ' 7-04.3(2)A SURVEY LINE AND GRADE (PARTIAL REPLACEMENT SECTION) ' REPLACE PARAGRAPH 1: WiTH: "VEY LINE AND GUUE WILL BE PROVIDED BY THE ENGINEER OR CONTRACTOR IN A MAKER CWSISTEN' WITH ACCEPTED PRACTICES AND THESE SPECIFICATIONS. t744.30) BADTILLING STOWM SEER TRENCHES (SUPPLEMENTAL SECTION) ADD TO PARAGRAPH 3: PVC PIPE SHALL BE BEDDED AND BACNFILLED WITH PEA GRAVEL IN ACCORDANCE WITH V-DA.3(1) 8 PRIOR TO BAC)TILLING THE REMAINDER OF THE TREMGH. ' I A: MEASUREMENT OF RANI. RlA1 GAVEL FOR TRENCH BACKFILL WILL BE BY 11E TON, IN ACCORDANCE WITH SECTION 1-09.1. OR BY THE CALCULATION OF NEAT LINES BASED ON MAXIMUM TRENCH WIDTH PER SECTION 2-09.A USING A CONVERSION FACTOR O 1.5 TONS PER CUBIC YARD, WHICHEVER IS LESS. 7-04.A MEA"EMENT (PARTIAL REPLACEMENT SECTION) REPLACE PARAGRAPH. A WITH: EXCAVATION OF THE STORM SEER 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) DELETE ITEMS 1 TpDUIH S AND REPLACE MIT.: 1. W • Stor^ Ve r Ripe, per L.F. 2. C;;cmte ClaA C, per C.V. WHEN NO 8I0 ITEM `GRAVEL SACITILL FOR PIPE BEDDING IS INCLUDED IN THE SCMEDULE OF PRICES, PIPE BEDDING AS 94DW. IN THE STANDARD PLANS SMALL BE CONSIDERED INCIDENTAL TO THE PIPE AND NO ADDITIONAL PAYMENT SMALL BE MADE. 1 ' SDI~tml speci Fintio" (MY 01;27786) Pepe 27 7-04.5 CONTINUED ' REPLACE PARAGRAPH 3 WITH: TESIMG OF STORM SEMER PIPE IF REWIRED By THE ENGINEER SHALL BE CONSIDERED .CIDWAL TD ND , ING.DED IN THE WIT CONTRACT PRICES FOR OTHER 1TEM5, 7-0 W WU.ES, OMIE DLETS. DRm OLETS, AID CATCH BASUS ' 7-05.11) ADJUSTING µANGLES NC CATCH BASINS TD (RAGE WWLERNENTA SECTION , ADD: 1N (MA�p SETS. NN,NQI:SI CATCH BASINS MD SIMILAR STRUCTURES IN AREAS TO BE RAFACCED RITN ' CREED ROCX OR CRIWEL SMALL BE CONSTRUCTED TO A POINT ApgOXINRTELY EIGHT DOES FLOW THE SJIGRADE ND COVERED WITH A TEMPORARY HOOF COVER. EXISTING WXVDLES SAL, BE CI, OFF NC THCOVEPYD IN A SIMILAR MRNER, THE CMTWG'JR SMALL CNVULLr REFERENCE EAPA W,,aE SO THAT ' THEY MAT BE EASILY FO1D LppN COMPLETION OF THE STREET WONM, AFTER PLACIW THE OWVEL OR CRUSHER STOW S RFACDG. THE RAM11OUE5 MC MWAULE CASTINGS SNRL, ' BE CONSTRUCTED TO THE FINISHED GRADE O TIE AOADWAIY SURFACE. EXCAVATION E CASTINGS ARY FOR BRINGING MN1M4E5 TO GRACE SHALL CENTER ABOUT THE MANHOLE AND BE HELD TO THE MININM AREA NECESSARY. AT THE COMPLETION OF THE IMTIIOUE AD USTW W. THE VOID AROUND THE HANDLE SHALL BE BACKFILLED WITH MATERIALS WHICH RESULT IN THE SECTION REQUIRED ON THE TYPICAL ROW WAY , SECTION, AMD BE THOROUGHLY COPACTED. WERE BITUMINOUS SURFACE TREATMENT 1S TO BE PLACED, THE MANHOLE CASTINGS SMALL BE INSTALLED FROM 1/2 INCH TO ONE INCH HATER THAN THE MR Y 51KAC. A,' , THE ENGINEER MAY DIHECT, IN CDETNT COIOETE PAYEHENT HNNMOUES, CATCH BASINS AMC SIMILAR STRUCTURES SHALL BE CT,7HSTRt[rD AND ADXATED IN THE SUE RAWER AS OUTLIHEO ABOVE ET:EPT THAT THE FINAL 4DLXSTMEN• SHALL BE ' MADE AM CAST IRON FRAME BE SET AFTER FORS HAVE BEEN PLACED ND G ECTED. IN R4^IHG THE CONCRETE PAVEMENT. EXTRDE CARE SMALL BE TAKEN NOT TO ALTER THE PMITIW O THE CASTING IN AN, WRY, t IN ASPHALT CONCRETE PAVEMENT WNHOL SHWA NDT BE AT C. 711E TIE CENTER O EACH ADJUSTED UNTIL THE PAVEMENT IS COP E'E PREVIOUSLY ESTABLI MNlOLE SHALL BE CAREFULLY 4AL RELOCATED FROM RESTRICTED AREA ' SHED By THE C(HTRACTOq, TAW PAVEWEMT SIWLL BE CUT IN A RESTRICTED AREA aHE BASE MATERIAL BE REMOVED TO PERMIT REMOVAL OF THE COVER. THE WHOLE SMALL THEN BE V4jG HT TD PROPER GRADE UTILIZING THE SAE METHODS OF CONSTRUCTION AS FOR THE MANGLE ITSELF, THE CAST IRON FANW SMALL BE RACED W THE CONCRETE BLOCKS ND WEDGED UP TO THE OCSIRED , GRACE. THE ASPHALT CONCRETE PAVEMENT BALL BE CUT AMC REMOVED TO A MEAT CIR^..F. THE DIAMETER O WnICH WALL BE EQUAL TC THE OUTSIDE DIAMETER OF THE CAST IRON FRAME 0.'US TW, FEET, THE , BASE MATERIALS AMC CAUSED ROCK SHALL BE REMOVED AND CLASS 8(314) CONCRETE SA_ BE FL THAT THE ENTIRE VOLUME OF THE EXCAVATION SO 15 REPLACER LP TO WITHIN BJT MDT TO EXCEED 1 1/2 INCHES OF THE FINISHED PAVEMENT SURFACE. W THE FOLLOWING DAY THE CAS'WONUETE , THE EDGE DF THE CEMENT? CONCRETE ASPIA,T PCOCWTET•SHAO THE OUTERGE OF THE CASTING SHALL BE PAINTED WITH HOT ASP4,y` , ROLLER'EN, ALL THEN BE R D ACED A COMPACTED WITH NAND TAMERS AHC A PAIy:4; ASPHALT CONCRETE WILL BE PAID FOR AS • ASM4T CONCRETE PAVEMENT, CLASS B INL`,'.F,:Nv PAVING ASPHALT PER TOP. THE COMPLETE PATCH SMELL MATCH THE EX:STIMG PAVED SJEACE FM , TEXTURE, OENStTv, NO UNIFORMITY O DUDE. THE 30I4- BETWEEN THE PATCH AND -HE EXISTING BEIOPAVEMENT SMALL THEM BE CARETLLLY PAINTED WITH MDT ASPHAL' CEMENT OR ASPHALT EMULSION AMC SHA_ �IABO ODIC r COVERED WITH DRY PAVING SAD 10 THE ASPHALT CEMENT SOLIDIFIES. THE INS:;7E ' NHANMOIE SHALL BE THDAQ`*LY WMTAAED NC PLASTERED. S I~tel SpeciTlntlPRA (MY O1/27/66 Pepe 20 , 7-03 30) CONTINRED 0 Of INLET$ TsE i1MA KIOaENT AM GRADE OF CAST IRON FRAMES FOR MEN AND OLD INLETS FO L ApTUSTED TO ONADE TILL BE ESTABLISHED FAM THE rdr5 OR ADJACENT PAVEMENT AKACES. TIE FINAL ' ROAUSTMENT DE TIE TOP O THE INLET a' BE PERFORMED IN SIMILAR MAKER TD THE ABOVE FOR MMaOLES. ON AW4 LT GO4FTE PAVING PROJECTS "BItG CURE AG GUTTER SECTION, THAT PORTION OF THE CAST IRON t FRAME NOT 96MU O IN THE OPTS SECTION SIN' BE SOLIOLT DOMODD IN CMCMM ALSO. TIE CONCRETE SMALL EXTDO A MINIMM Or SIX NAMES BEVOC THE EDGE O THE CASTING AMC SMALL BE LEFT 1 1/2 INDHES BELOW TIE TO.OF TIE FRAM 50 TINT TWE NEARING COREESE OF ASPALT COOETE PAVDOMT WILL MITT THE CAST IAON FTWE, THE EXISTING CONCRETE PAVDENT AC EOGE O' THE CASTING 94ALL BE WILLPAI ARM HE ' ASPHALT CEMENT, ap,A noENTS IN THE INLET STAICT,ME STALL BE COSTA,ETED IN THE SANE NAMES ARC O THE SAE M1TEP20. 45 IIAT REpJIRCD FOR NEW INLETS. THE INSIDE OF THE INLETS SHALL BE MORTARED AND tNE AME ' HCNAENTS AND CAST IRON FRAME AND My" HpAREN75 AD OHAOE 2N TIE SAE INNMR AS FOi WK00" CASTINGS 94k. BE ADIASTEC TG NMaQES. ' VALVE BOX—CASTINGS WJ'ATWWS W VALVE BOX RACE IN THE CASTINGS SHALL BE RACE MAKER A5 FOR ' 7_05.4 IEASUEtENT (PARTIAL REPLACEMENT SECTION) REPLACE PAAWAPH 1 WITM; M001H0.ES 40 CATCH BASINS WILL BE MEASURED PER EACH FOR THE FIRST 10, AS PE49AEp FROM FINISHED RIM ELEVATION TO THE INVERT O THE LOWEST OITLET PIPE. ALL DEPTH OIEATER THAN IO. WILL BE PAID AS EArRA DEPTH MANHOLES •, OR EXTRA DEPTH CATCH BASINS, TTPE VERTICAL FOOT , — t PER REPLACE PARAOLAp, 4: WITH: _-—. AS IN SECTION 2_09, iJE EXCAVATION CLAM B AND $TR0[TOE 'WE' IED EXCAVATION CUSS B, INCLUDING HALL WILL $RAE BE HEA ;; 7-05.5 PPAVME47 (Pk17GAL REPLACEMENT N) OE.E7E ITEM, 1 THRpup, 1.9 AMC REPLACE WIN: I. •StanQAtC Moles •, Per each I. •Etta Depth MR,, es wr v.r. Basin Type •, pet ea"; A. •CALM Win Type, •, .l ltxx.t Cat:.^„ 5. `E.tra Depth Cat LH+ Basis Per wh 6. •AOJust MYViole•, Per eaQ •• oe: Y,r, ' 7. •ADJust Catch nASin•' per el".. 8. •ACJuit Vales*, Pet e, 9, 40just Npr>,ments D<; ea— DELETE PARAGRAPH A SRD1eNAntU sped Fictions (40V O1/27/86) PAOe 29 7-0 POE 40 FMDBS Eat RAWER E9"O6 1 7-09.3 0T PIALS (PARTIAL AEPIAFEN EN1 SECTION) i 'won PNVJ 7H I WITH: MTERIKS 9FYL MEET DE REGUIREF[NTS OF TNE FOLLOWING SECTIONS: Pipe 9-50.1 1 O¢ti1M Iw Pipe 9-3C.IA Fitting 9-30.2 1 Wetl(e Ivw Pipe 9-30.I4 Plastic Fi1M Prep s-w.e TFMcsr ipP 9-50.9 7-18 WOE"DC. EILUC, 40 WMrXLL FOR RAm"W"O6 1 7-40.2(07)0 CNTMA ELEVATION (PORTIA, REPLACEMENT SECTION) 1 REPLACE PARAGRAPH A MITM; NEA9PTETEN' OF 'BAAW RUN GAVEL FOP TRENCH BACNEILL' MILL E By I E TOR. 1 7-10.A(04) a" RVH GAVEL FOR TRENCH BAWILL IMACEMENT SECTION) MEASUREMENT G BAM RIP[ GAVEL FOR TRENCH BACMFILL rLL E BY 74 TOR, IN ACC01O1RCE MITN SECTION 1 1-09.1, Oa By TOE CKCUJITION OF NEAT LINES SAM O. MMXIIUN TENCH RIO�N PER SECTION 2-09,A WISING A CONVERSION FK-TOR OF 1.5 TORS PER CUBIC VIRD. ANIC EVER IS LESS 1 7-10.5(01l REMOVAL AG R'JNLA[3ENi OF EXTRA E)(CAVATiON (PARTIAL REPt_ACENE%l SECTION) - DELETE 7-10.)(0)) MEHOV'AL A(, gEpACEMENT OF UNSUITABLE MATERIAL (PANTHK 1 REPLACEMENT SECTION)RAP REPLACE PARAGH i ATM; PA"EM FOP 'MEW)VK AHD REPLACEMENT OF USNXITABLE NATERI4• MILL BE CONSIDERED INCIOFNTK TO 1 OTNER BIG !TENS AC NO FtRTNER MWENSATION WILL E ODE. 7-10.5(pA) BAP. RUN (RAVE( FOR TRENL7. BAC16ILL (PAR+'K RERACDEMT SECTION) 1 REPLACE PARAG1Aw 1 MITH; PA"WNT MILL E NNE AT THE WIT CDND"ACT PRICE FEW TON FOR •BAlPC CAP T9ANmL FDA TRE7LIH BRCVSILL' w1O4 PRICE LMLL BEPULL COMPENSATION FOP EXCAVATING. FURNISHING. W LXING. RACING 1 A0 CORPACTIMS 71-E MATERIAL IN THE TWENEJI.MA AL50 1NCLUEO Iw NNE Wi CONTRACT PRICE IS THE STSNG OF EXCESS AND "MRAEE MATERIAL EXCAVATEp FROM TNE TRENCH. 7-10 5(05f FRAPATION WNTERIK (ADDITIONAL 1 PAVIENT BILL E MADE AT THE UNIT CONTRACT PRICE PER T0.FOI ' GUWGATION W TERiL." MIDI PRICE SNaLL E FNA,L COPENSATION FOR EXCAVATING AD DISPOSING OF THE U ISUITABL( NAtERIAL AD REPLACING 1 PILN TNE ARRIOPq:ATE FOUDATION MATERIAL PER SECTION 9•)0.7BI1) 1 1 1 LAIan�Ptal swifltatloHs (Ray 01127!B6N Per )0 1 s-ti FSE 314SMAJ"M FIR WATER MRD6 ' 7-110(U6) LAYING DUCTILE IRON PIPE WITH P(XyrrHVLEME ENCASEMENT (SUPRFNENTAL 4 I[N ' TM INGS, FITTE ENCGS, A Yk7VT SHALL ALSO SE INSTALLED ON ALL ARPLRTENNOES, SIUCH AS PIPE IATETEALS, COL►LIMS, F777IIE.S, p0 VALVES, iN ACCmDAMCE WITH SECTION A-5 OF ANSI 21.5 OR ANNA C105. 7-11.3(09)4 COWECTION TO EXISTING WAINS IRFPi VENT SE ' CONTRACTOR INSTALLED (SECTIONS: CIMECrIOS TO THE EXISTING WATER MAIN 94ALL NOT TE WAO NTHOUT FIRST MAKING TIE NECESSARY ' EWIFIENNT.ENTNOITH TW ENGINEER IN ADVANCE, ROOK SHALL NOT BE STARTED UNTIL ALL THE MATERIALS, NECESSARY TO PROPERLY COMPLETE THE WOOL NE ASffIgED ON THE SITE. EXISTING WATER MAINS 94ALL BE Dirt BY THE CONTRACTOR. THE CONTRACTOR SHALL REMOVE THE PORTIONS ' O PIPE TO PROVIDE FOR TIE INSTALLATION O THE REQUIRED FITTINGS AT THE POINTS O CONECTION. AL. D44AGE CAUSED BY THE CONTRACTOR'S OPERATIONS TO EXISTING JOINTS IN PIPIIG TO gDA7N C ION-SEAVICE 9ALL BE REPAIRED BY TIE CONTRACTOR 47 1G A001TlONAL COST TO THE STATE. THE CONTRACTOR AT DETERMINE TOE EXACT LENGTH O EXISTING WATER MAIN THAT RUS. BE AVWMD. THE PIPE ENDS SMALL BE BEVELLED TO PREVENT ONAGE TO THE TRANSITION CODLING GASKET DOLING INSTALLATION IF THE CORING. THE EXTERIOR OFTHE EXISTING ' PIPE END &HALL SE CLEARED TO A SOUO, SWCOTM FINISH BEFOE INSTALLATION O TIE CODLING TRANSITION COUPLINGS 94ALL BE INSTALLED BY THE CONTRACTOR NO SHALL BE POVIDED RITN A PLASTIC ' FILM WRAP, THE PLASTIC FILM~ SHALL BE WRAPPED LOOSELY AWOUO THE PIPE, FITTINGS, AM COLRH4, PRO SECU EO WITH 2-INCH WIDE POLYETHYLENE ADHESIVE TAPE. PIPELINES IN MICH THE COPINGS AWE INSTALLED SMALL SE WRAPPED A MINIMUM O 5 FEET ON EACH SIDE O THE CODLING. ALL JOINTS OR SEARS IN TOE PLASTIC FILM WRAP SHALL BE MADE WISING THE 2-INCH WIDE POLYETHYLENE ' ADHESIVE TAPE. THE PLASTIC FILM WRAP NEED NOT BE WATERTIONT, BUT NO PART O THE PIPE OR COUPLING &HALL JX EXPOSED TO THE BAOKFILL. CARE SHALL BE EXERCISED DURING BALM6ILLING TO PREVENT THE PLASTIC FILM WRAP F%XH BEhG pUCTLPED DR pTHE EX EXERCISED SE . PLASTIC FILM WRAP AND I75 INSTALLATION SAL: COEOM r0 AMA C105 EXCEPT AS NMI,IED HEREIN. WEN W(AP IS ONCE STARTED ON A COMPLETER, 11 9ALL PROCEED CONTINUOUSLY WITHOUT INTERRUPTION, ' AMC AS RAPIDLY AS R ON HOE UNTIL COMPLETED' NO SHUTOFF O MAINS WILL BE PERMITTED OVERNIGHT O OVER WEEKENDS OR ON HOLIDAYS, IF THE COIECTION TO THE EXISTING SYSTEM INVOLVES TLDNING OF ONE RATER, THE CONTRACTOR SHALL81 RESPONSIBLE FOR NOTIFYING THE RESIDENTS AFFECTED BY THE 9NTOFF. THE ENGINEER WILL ADVISE WHICH PROPERTY OWNERS ARE TO BE NOTIFIED. ' TPE CONTRACTOR MAY BE REQUIRED TO PERFORM THE COfECTIUN "IPG TOES OTER THAN NORAL "WA! G 'OURS. 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 *WIN REQUIRED. NO WORK SHALL BE PERFORMED ON THE CONNECTIONS UNLESS A REPRESSENTATIVE O THE WATER DEPARTMENT ' IS PRESENT TO INSPE:T THE AM. t 1 ' $wlaRental Specifications (R" 01/27/86) Pale 31 7-11.3(D9)A CONTINUED ' TIE TYPES OF WNECTIONS ARE VARIED AO 9GGE5TED PIPING ARRANWENTS HAVE BEEN SHOWN IN THE , OF CTAAECTIOC, THE SURFACED PORTION OF THE ROADWAY SHALL PLANS. FOR 11E IMSTN.LATION NOT BE PEMETRATEAI JNILM THE CONNECTING POINT IS DIRECTLY DOER IT. FOR COp ECTIO, BY ANY OTHER METHOD, THE CONTRACTOR SMALL FIRNISM A DETAILED SKETCH FOR APPROVAL NOT LESS THAN TWO , WEEKS PRICP TO THE EX,[CTED CONSTRUCTION. CITY INSTALLED C.WCT10N5: CONECTI0S TO EXISTING PIPING AND TIE-INS ARE INDICATED ON THE ORAWI , NGS. THE CONTRACTOR MUST , VERIFY ALL EXISTING PIPINL, DIMENSIONS AC ELEVA'IOS TO ASSURE :SRCHER FIT. COIECTIONS TO THE EXISTING WATER MAIN 94ALL NOT BE MADE WITMWT FIRST MAKING THE NECESSARY ARRANGEEN'S WITH THE ENGINEER IN ADVANCE. WUaK SHALL NOT BE STARTED UNTIL ALL THE MATERIALS, FpUIPMENT AND LABOR NECESSARY TO PROPERLY COMPLETE THE WON ARE ASSEMBLED ON THE SITE. THE CONTPACTOR SAu PROVIDE ALL MATERIALS NECESSARY TO INSTALL ALL C0/ECTIONS AS INDICATED , ON THE COSTRJCTION DRAWINGS. THE CONTRACTOR SMALL PERFORM THE EXCAVATION, BEGGING, AND BPCITILL, Me PROVIDE CONCRETE BLOCKING FDA THE CONNECTIONS TO EXISTING MAINS. THE CITY WILL CUT THE EXISTING MAIN AND ASSEMBLE ALL MATERIALS, e MEN THE CITY MAKES THE CONECTIONS TO THE EXISTING SYSTEM ALL LABOR, MATERIALS, AND EQUIPMENT REQUIRED OF THE CONTRACTOR SHALL BE CONSIDERED INCIDENTAL AND ALL RELATED COSTS SHOULD BE ' INCLUDED IN OTHER ITEM OF WORK. 7-11.3(11) M'ORJSTATIC PRESSURE TEST (REPLACENF " SECTION) ALL WATER MAINS AND APPURTENANCES 94ALL BE TESTED DOER A HYDROSTATIC PRESSURE EWAL TO 150 PSI IN EXCESS OF TMAT UNDER WHICH THEY WILL OPERATE. IN 40 CASE ]ALL THE TEST PRESSURE BE LESS THAN 230 PSI. ALL RIPS, GAUGES, RUGS, SADDLES, COPORATION STOPS, MIISCELLANE0US NOSE AND PIPING, AM ' OTHER EQUIPMENT NECESSARY FOR PEWOP041W THE TEST 94ALL BE FURNISHED AMC OPERATED BY THE CONTRACTOR. THE PIPELINE TRENCH SMALL BE BACKFILLED SUFFICIENTLY TO PREVENT MOVEMENT OF THE PIPE DOER HWSSIRE. ALL THRUST BACKS 'TALL BE IN PLACE AMC SUFFICIENTLY CUED TO REACH DESIGN STRENGTH BEFORE TESTING. WHERE PENNAWNT BLOCKING 15 NOT REWIRED, THE CONTRACTOR SMALL FURNISH , AND INSTALL TEMPORARY BLOCKING AND RENO'F. IT AFTER TESTING. THE MAINS SHALL BE FILLED WITH WATER AND ALLOWED TO CTANO UNDER PRESSURE FOR A MINIMUM OF 24 HORS t TO ALLOW THE ESCAPE OF AIR AD/OR ALLOW THE LINING OF THE PIPE TO ABSORB WATER. THE OWNER WI'..L FURNISH THE WATER NECESSARY TO FILL THE PIPELINES FOR TESTING RRPOSES AT A TIME OF DAY WHEN SUFFICIENT p.AWITIES OF WATER ARE AVAILABLE FOR N/1104. SYSTEM OPERATION. , ALLOWABLE LEAKAGE PER 1000 FT. OF PIPELINE• - CPH N `-1 Plce Cia ter - Inches ' 6 8 10 12 16 20 24 R P 430 0.95 1.7- 1.59 1.91 2.55 3.18 3.82 ' V T R 400 0.90 1.21 1.50 1.80 2.40 3.00 3.60 E E E P 350 0.84 1.12 1.40 1.69 2.25 2.81 3.37 ' R S 5 5 275 0.75 1.30 1.24 1.49 1.99 2.49 2.99 A T 5 1 250 0.71 0.95 1.19 1.42 1.90 2.)7 2.85 G U 225 0.68 0.90 1.13 :.35 1.80 2.2> 2.70 E R 200 0.64 0.85 1.06 1.26 1.10 2.12 2.55 ' E S 01~tal SpeclFScatjv (Rev 01/27/86; Peg, 32 ' e13.3(11) CONTINUED t •IF THE PIPELINE DOER TEST CONTAINS SECTIONS 13F VARIOUS DIAMETERS, THE ALLOWABLE LEAKAGE BE "NE SUM OF THE COMPUTED LEAKAGE FOR EACH SUE, OR FOR WILL THOSE DIAPElptS OR SSPES NOT LISTED BY THE FORMULA STATED 1N SECTION 7a.2.11 OF THE STANDARD SFECIFICATi(NS. ' GAUGES USED IN Tr! TEST MAY BE REQUIRED TO BE CERTIFIED FOR ACCURACY AT A U;SO ATOKY BY THE OWNER. ' A VISI9.F LEAKAGE DETECTED SHALL BE CORRECTED BY THE CONTRACTOR TO THE SATISFACTION O THE 0,EA REGARDLESS OF THE ALLOWABLE LEAKAGE SPECIFIED ABOVE. SMILD THE TEST SECTION FAIL TO HEFT THE PRESSURE TEST SULCESSF(LLY AS SPECIFIED, THE CONTRACTOR SHALL, AT HIS DXN EXPENSE, LOCATE AD REPAIR THE DEFECTS AND THEN RETEST TIE PIPELINE. tALL TESTS STALL BE MADE ■:N THE HYDRANT AUXILIARY GATE VALVES OPEN AMC PRESSURE AGAINST THE HYDRANT VALVE. AFTER THE TEST BEEN COMPLETED, EACH GATE VALVE SHALL BE TESTED BY CLOSING EACH ' IN TUBA AM RELIEVING THE PRCSaM BEYOND. THIS TEST OF THE GATE VALVE WILL BE ACCEPTABLE IF THERE 15 NO IMMEDIATE LOSS OF PRESSURE ON THE GAUGE WHEN THE RESSUE COMES AGAINST THE VALVE NOT EECTHE THE CONWORKING SHALL VERIFY TWAT THE PESSAE DIFFERENTIA ACROSS THE VALVE DOES N0T EXCEED THE RATED MOMINO PRE O THE VALVE. SECTIONS TO BE TESTED SHALL MA44LLY BE LIMITED TO 1,500 FEET. THE OWNER MAY REQUIRE THAT TIE FIRST SECTION OF PIPE, NOT LESS THAN 1,000 FEET IN LENGTH, INSTALLED BY EACH OF THE CONTRACTOR'S CWCWS, BE TESTED IN ORDER TO QALIFY THE CREW AC/OR THE MATERIAL. PIPE LAYING SMALL CONTINED MORE THAN AN ADDITIONAL BE FIRST SECTION S L 1,000 FEET UNTIL THE FIRALL HAVE BEEN TESTED SUCCESSFULLY. PRIOR TO CALLING OUT THE OVER TO WITNESS THE PRESSURE TEST, THE CONTRACTOR SHALL HAVE ALL EQUIPMENT SET UP COMPLETELY READY FOR OPERATION AND SHALL HAVE SUCCESSFULLY PERFDAED THE TEST TO ASSURE THAT THE PIPE IS IN A SATISFACTORY CONDITION. 1 BEFORE APPLYING THE SPECIFIED TEST PRESSURE, AIR BALL BE EXPELLED COMPLETELY FROM THE PIPE, VALVES APO HYDRANTS. IF PERMANENT AIR VENTS ARE NOT LOCATED AT Al HIGH POINTS, THE CONTRACTOR 1 SHALL INSTALL CORPORATION COOKS 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 CORPOATION COCKS SHALL BE CLOSED AID THE TEST PRESSURE APPLIED. AT THE CONCLUSION O THE PRESSURE TEST, THE CORPORATION COCKS SMALL BE BEHOVED AND PLUGGED, THE TEST BALL BE ACCOPLISED BY PUPING THE MAIN UP THE REQUIRED PRESSURE; STOP THE PUMP FOR A HIMI" OF 15 MINUTES RP TO A MAXIMM O 60 MINUTES AS DIRECTED BY THE OWNER. AND TEN PUP RUE MAIN 1P TO THE TEST PRESSURE AGAIN. DUPING THE TEST, THE SECTION BEING TESTED SHALL BE OBSERVED TO DETECT ANY VISIBLE LEAKAGE. A CLEAN CONTAINER SHALL BE USED FOR HOLDING WATER FOR PUPING UP PRESSURE ON THE MAIN BEING TESTED. PHIS MAKEUP WATER SHALL BE STERILIZED BY THE AX:TION OF ' CHLORINE TO A CONCENTRATION OF 30 MG/L. THE QMTITY O WATER REQUIRED TO RESTORE THE INITIAL MYORDSTATIC PRESSURE 9A_L SF ACCURgTE.,Y DETERMINED BY EITHER 1) PALMING FROM AN DPEN CONTAINER O SUITABLE SIZE SUCH THAT ACCURATE VOLUME MEASUREMENTS CAN BE MADE BY THE OWNER OR, BY PUMPING THROUGH A POSITIVE D1SPL—PENT WATER PETER WITH A SWEEP UNIT HAND REGISTERINL 'E GALLON PER EVOLUTION. THE METER SHYµ.TIE O _ BE APPROVED BYOWNER. ACCEPTABILITY O THE TEST WILL BE DETERMINED BY TWO FACTORS, AS FOLLOPS: SuDle ntal Spec0icatlms (Rev 01/27/86) Page 33 7-11.5(11) WrtIHAEp 1. TH, QANTITY OF WATER LOST FROM THE MAIN SHALL NOT EXCEED THE NN ER OF GALLONS PER HOUR AS ' LISTED IN THE FOLLOWING TABLE. 2. THE LOSS IN PRESSURE SWILL NOT F.XCFED 1 PSI PER MINUTE CURING THE TEST PERIOD. , 7-11.3(12) OECIORINATION ;SIPPLEIENIAL SECTION) DEOLORIATION OF ALL WATER USED FOR DISIKECTION SHALL BE ACCOMPLISHED IN ACCORDANCE WITH THE CITYS STANDARD DETAIL INCLUDED IN THIS DONENT. WATER CONTAINING CHLORINE RESIDUALS SHALL N' BE �1 DISPOSED INTO THE STORM DAIMACC SYSTEM DR ANY WATERWAY. 7-11.3(13) CONCRETE THRUST 8LOOKINC IREPLACENENT SECTION) PROVIDE CO47ETE BLOCKING AT ALL HYDRANTS, F:TiINGS AND HORIZONTAL DR VTPTICA. ANCLE POINTS. ' CONFORM TO THE CITY OF RENTON STANDARD DETAILS FOR GENERAL BLOCKING AMD VERTICAL BLOCKS HEREIN. ALL FITTINGS TO BE BLOCKED SHALL BE WRAPPED WITH A-MIL POLYETHYLENE PLASTIC, CONCRETE BLOCKING SHALL BE PROPERLY F016ED WITH PLYWOOD OR OTHER ACCEPTABLE FOAMING MUTEAIA.S NC SMALL NOT BE PORED ARONc JOINTS. THE FOWIS SHALL BE STRIPPED PRIOR TO BACKFILLING. SHA-NLE RODS, WERE REQUIRED, BALL BE INSTALLED WITH THE USE OF %.ME LUGS. ALL SACNE RODS SHALL BE GALVANIZE, AND COATED WITH TWO COATS OF ASRALT VARNISH, 7-12 VALVES FOR WATER MRI S 7-12.2 MATERIALS ISIPPLEIENTAL SECTION) , VALVES SHALL BE OESICriEJ FOR P MINIMA WATER OPERATING PRESSURE OF 200 PSI. GATE VN,,tS SHALL BE IOWA LIST 14, NELLER COMPANY NO. A-238C, PACIFIC STATES, U.S. METROPOLITAN, MENEDY, OR M A H. , APPROVAL DR VALVES OTHER THAN MODELS SPECIFIED SHALL BE OBTAINED PRIOR TO BID OPENING. ALL GATE VALVES LESS THAN 12' IN DIAMETER SHALL INCLUDE AN B' X 2A- CAST IROH GATE VALVE BOX AN -;TENSIONS, AS REQUIRED. ALL 12- DIAMETER AMC LARGER GATE VALVES SHALL BE INSTALLED IN A VA,LT. SEE WATER STANDARD DETAIL FOR 12- GATE VALVE ASSEM&Y Vfa.LT AMC I- BYPASS INSTALLATION. ' 7-14 N vurwrs 7-14 3:01) SETTING HYDRANTS (ADDITIONAL SECTION) 1 HYDRANTS SHALL BE INSTALLED IN ACCORDANCE WITH AMA SPECIFICATIONS C600-77, SECTIONS 3.' AND 3.8.1 ' AND THE WATER STANDARD DETAILS. HYDRANT AMC QMAD POSTS SHALL BE PAINTED IN ACCORDANCE WITH THE WATER STANDARD DETAIL. UPON COMPLETION OF THE PROJECT, ALL FIRE HYDRANTS SHALL BE PAINTED TO THE CITY OF "ION SPECIFICATIONS AND GUARD POSTS PAINTED WHITE. FIRE HYDRANTS SMALL BE OF SUCH LENGTH AS TO BE SUITABLE FO' INSTALLATION WITH CONNECTIONS TO 6-, B' 6H 'D- PIPING IN TRENCHES 3 ' - 112 FEET DEEP GUMLESS OTHERWISE SPECIFIED. THE HYDRANT SHALL BE DESIGNED FOR A A-I/2 FOOT BURIAL WERE 12- AND LARGER PIPE IS SHOWN ULESS OTHERWISE NOTED ON THE PLAN. 7-14.3(02) HYDRANT CONNECTIONS (ADDITIONAL C 'TION) 1 FIRE HYDRANT ASSEMBLY BALL IH6LUDE C.I. TEE (MJ X FL), 6- GATE VALVE (FL X NJ), 6' C.I. SPOOL (RE ' A P:) 3' M.V.C. FIRE HYDRANT (MJ CONNECTION!, BY X 24' CAST IRON VALVE BOX, AID 3/4 INCH SHACKLE ROD WITH ACDRSSOR:ES AND TWO CONCRETE GUARD POSTS. PAINT SHACKLE RODS AS SPECIFIED IN SECTION 74.2.13. , SLpleme tal SPeci FScatiwTs (Rev 01127/66) Page 34 ' A WrmT RESETTING EXISTING HYDRANTS (PARTIAL WREPLAGDEHNT SECrION) ' P'RALE PNACJRA°H 2 WITH: THE WTWDC OF WAESSLL THE KoyWjT 9WALL E DE-nWINEC BY TIE CONDITIONS F(LO IN THE FIELD AO 94ALL BE RE9AOAm AD RELO3ED AS DIRECTED BY THE ENGINEER. 7 la 5(01) HYURAN7 ASSEMBLY (SLEPLE ENTAL SECTION) •..:V THE LWT CONTRACT PRICE PER EA,' FOR 'NYORANT ASS)6Y LUPLETEN SAL, BL THE SAE AS T YORPNT ASSEMBLY- EXCEPT THAT THE 6-INCH D.CTILE IRON PIPE CO/ECT140I THE HYDRANT TO THE WAIN SHAD. BE INCLUDED IN THE JNIT CONTRACT PRICE FOR 9NYONA7 ASSEIBY COPLETEN. 7-15 so"IcE emawrlm 7 15 3 CONSTRUCTION DETAILS (REPLACEMENT SECTION) ' REPLACE 1st SENTENCE 'MM(APN 5 WITH: PIPE MATERIALS USED TO EXTEND OR REPLACE EXISTING PATER SEMICE LINES SMALL BE COPPER. MVANI2EO OR DJCTILE IRON PIPE. ' SERVICE LIE CONNECTION TO THE NEW VAIN RILL COiOWM TO THE STADARD PLANS OF THE CITY OF FENTON 8OAD MERLIN AS APPLICALBE. THE ENGINEER WILL INDICATE THE LOCATIO/FOR THE TAPS ON THE NEW WAIN FOR EACH SERVICE TO K CONNECTED. THE CONTRACTOR WILL DIRECT TAP WAIN FOR 3/4N SERVICE. THE CONTRACTOR WILL USE COPPER TUBBG, TIME X, SOFT FOR 3/4N SERVICES. TYPE 1: CONUTIONS TO EXISTING COPPER SERVICES WILL BE RAGE WITH FLAW tYOE, THREE PART UNION COPL I GS. ' TYPE 11: MERE EXISTING GALVARIIEE SERVICES EXIST, TEY 9MLL SE RFPLACEO 91110 A NEW COPPER PIPE SERVICE TO THE PROPERTY LIE, (WETEM S6WLL WE LOCATED IN PLANNER STRIP ETIMN SIDEWALK AND o",. TYPE Ill: WHERE FUTILE SIM SERVI('S 94LLL BE INSTALLED THEY SYALL E INSTALLED AS ABOVE, TO THE PROM" LINE WITH A NETEA BOX (LESS 3/4 METER). A SOLID CORE TREADED SPACER THE LENGTH Of A METER S RLL BE INSTALLED IN PLACE OF THE METER. 7-17 SANITARY SEERS 1-,7.2 MATERIAL (PAATIh RE LACEENT SECTION) n• ' IN PARAGRAPH 1 DELETE: A B S COMPOSITE, ASBESTOS BODED CORRUGATED STEEL IN PARAGRAPH A DELETE: A B S COMPOSITE SEWER PIPE 9-05.14 7-17 3(2)C SEWN LINE.CONNECTIONS (SAPPLEIENTAL SECTION) tAAESS OTHERWISE APPROYED BY THE ENGINEER, ALL CONNECTIONS OF LATEWJI SEWERS 10 EXISTING MAINS SMYAL E MADE TNdAfjl a CAST IRON SAL0.E SECURED TC TE SEWER VAIN WITH STAI LE55 STEEL BANGS. WHEN THE EXISTING MAIN IS CONSTRUCTED,OF VITRIFIED CLAY. PLAN ON REINFORCED CONCRETE, CAST OR O)CTILE IRON PIPE, THE EXISTING MAIN BALL BE CORE ORILLEO. Sp1RRnts. SwIfintims (RAY 01/21/66) " 35 7-17.5(2)G COTINLE: ' CONNECTIONS TO EXISTING COIOETE WRNDLES SALE E CM-MILLED, ATB SBLL MR IN •0• RING ABER , GASKET MEETING ASTM C-470 IN A MAMaLE M PLIHG E.QUA, TO THE UOBC.~ILLE ASKSTQS„CEWIT COLLAR, OR LSE A CON:;AL TYPE FLEXIBLE SEAL EOLk TO KDE-rr_SEAL. 7-17.5(2) 1 FLOTEC'ION OF EXISTING SEWERAGE FACILITIES (SUR.E)EW L SECTION) ' WHEN EXTENDING AN EXISTING SEVER, THE OOFBTREAR SYSTEM SHALL BE PROTECTED FRON CONSTRUCTION DEBRIS By PLACING A SCREEN ON TRAP 1N THE FIRST EXISTING MAI&W DOWNSTREAM OF THE CDEECTION. IT , SMALL E THE COTNACTOR'S IESPOGIB1LITY TO WAIN74IN THIS SCREEN OR TARP UNTIL THE NEW SYSTEM IS RACED IN SERVICE AN; THEN TO MEMOVE IT. AN' COMS-RUCTION DEBRIS WHICH ENTER THE EXISTING DOWNSTREAM SYSTEM. SHALL E RDCD 2 BY THE CW AACTOR AT HIS EXPENSE, AO TO THE SATISFRCTIOM THE OF ' ENGINEER I1. OWN FIRST MAMMLE IS SEC. IT'S Q:7-Er SNA:L E PL .EGGED UNTIL ACCEPTANCE BY THE ICIMEER, 7-17.5(4)1 TELEVISION INSPECTION (SUR.EWENTAL SECTION) ' ONCE THE TELEVISION INSPECTION HAS EEM COMPLETED THE CDMTRACTON T SMALL SUBMIT TO THE ENGINEER HE AGCTRi WRITTEN REPOR!S O THE INSPECTION PLUF TIE VIDEO TAPES. SAID VIDEO TAPES ARE TO HE 1N EER , , A71BLE WITH THE CIrT•S VIEWING AND AEG ObING SVSTENS.TE CITY SrSTID4 ACCEPTS lit• KIDS v'GH DENSITY VHS TAPU. THE TAPES N:,L E RUN AT STANDARD SPEED Sp (1 5:16 1.P.S.), 7-17.4 NEASREKENT (PARTIAL EPLACEUEEN7 SECTSQ.• , REPLACE PARAC^APH A WITH: EXCAVATION OF THE SEWER TWNCM ■l.l E HEASUNEJ THE SANE AS STRUCTURE EXCAVATION ' B AS SPECIFIED IN SECTION 2.09. I ADO. , PEASJEYENI O BANK RAN OLIVE: FOR TRENCH BA'TffIL: e2ll E BY TIE ION, IN ACCORDANCE WITH SECTION 1-09.1. OR BY THE CALCULATION OF NEAT LINES BASED ON MNXIN(N TRENCH WIDTH PER SECTION 2-09.A USING A CONVERSION FACTOR O 1.5 TONS RD CUBIC YARL. WHICHEVER 15 LESS. 7-17.5 PAYMENT (PARTIAL REPLACEMENT SE`TtON` , REPLACE ITEM 1 rMPQ1GH 9 PARAGRAPH 1 WIN: ' I• • _SAnitArr ` Ar P11X•, Pwr .iMsr Fwt 2• • — • _• Tm- Per EAcn 5. •T.Y. INApe:elon• Per LJV SF. A. 'BWm ANSI GF@v9I TOt TrlITCN SEA<1111•, Per TOP , REPLACE PANAGRA'41 2 w-'�: THE WIT CAN ACJ PRICE PER LINEAR F00+ FOR SEWER PIP ^ 'HE KIND NO S1ff SPECIF:EC ' ' SMALL E FUN: COPENSATICN FOR STRLCTUE EXCAVATION. Mr,-t%, BACKFILLING, FUNSYING. MAULING AM ASSEMBLING IN PLACE THE COMPLETED M '.LATION INCLUDING ALL SPECIAL FITTIN65, ,)DINT MATERIALS. TESTING PER SECT10i 7-17.)(A; A, or A0.XATMEMT O , GRADES.INVERTS iC ARMHOLES FOR THE ORELETION OF TIE INSTALLATION TO THE REQUIRED LINES AN' GRADES. DELETE PAKVAW S S WM A t SND1namal •tloNtA (h. OV: . 'ABA 36 , ' 74M Now R1Tam PRTE" a®BTIDU ' 7-10.1 DES MJON THIS WOs SMALL C061ST OF 11E PATCHING OF VARIOUS TYPES BE PAVEMENT OUTS, THE PEWMWCE OF ' W104 SH&— BE IN OCCOF0410E MIT, TIE IEODIpMENTS OUTLINED 1OEIWfTEA ND AS SIOON ON THE STAMW ORAa:RAGS. 7-18.2 HATEPIALS A WA ERIALS SNT.L MEET THE REQUIREMENTS OF TIE FOLLOWING SECTIONS: SITUMIN0.6 SURFACE TREATMENT ...... 5-02 ASPALT CONCRETE PAVEMENT ...... 5-04 CEMENT CONCRETE PAVEMENT ...... 5-05 t ORBS AND GUTTERS .. 8-04 CEMENT CONCRETE SIDEWALKS .. 8-14 7-10.3 COSTRLCTION DETA;:.S 7-18.3(1) BEHETAL ' PAVEMENT PATCHING SIV4.L BE SCHEOIAZD TO AL'COMgpA THE DEMANDS OF TRAFFIC AID SHA_L BE PERFOBEJ AS RNPIOY AS POSSIBLE TO RWCVIOE MAXIMM SAFETY AND CONVENIENCE TO RELIC TRAVEL. ' THE PLACING NO COMPACTION OF 71E TRENCH BACKFI-L, TIE REPARATION AND COPACTION OF THE SUBGRADE, AND THE PLACING AMC COMPACTION OF THE CRUSHED SURFACING SMALL BE IN ACCORDANCE WITH THE 1EQU11EE7NTS OF TIE VARIOUS APPLICABLE SECTIONS OF THESE SPECIFICATIONS. BEFORE THE PATCH IS CONSTRUCTED ALL PAVEMENT CUTS SHALL BE TRUED SO TWIT THE MARGINAL LINES OF THE PATCH WILL FORM A RECTANGLE WITH STRAIGHT EDGES AMC VERTICAL FACES. THE USE OF A CONCRETE SAW 90LL BE REWIRED ►LESS EXCEPTED IN THE SPECIAL PROVISIONS OR BY THE ENGINEER. CONCRETE USED IN PATCHES SHALL BE CLASS •B' (SSA) - 3 DAY MIX. "ING COPOKU AS SPECIFIED IN S:CTION 5-05.3(13) SHALL BE PLACED ON THE CONCRETE IMEDIATELV AFTER FINISHING. PROPER SIGNS, BARRICADES, LIGHTS NO OTHER MANNING DEVICES, AS MAY BE APPROVED BY THE ENGINEER, SMALL BE MAINTAINED ALL 24 HM Q THE DAY UNTIL THE PATCH 15 COMPLETED AND READY FOR TRAFFIC. 7-18.3(2) CEMENT CpGRETE PAYFI(NTS AFTER THE &AIGRADF FOR THE PAVEMENT HAS BEEN COMPACTED ANC CONSTRUCTED TO LINE AM GRADE. THE CEMENT CONCRETE PAVEMENT PATCH SMALL BE PLACED, COMPACTED AND M;TR'.CK OFT TO THE GRADE O THE ADJACENT PAVEMENT IN ACCORDANCE WITH THE PERTINENT SECTIONS OF SECTION 5-05. THROUGH NO D"o JOINTS SAL: BE PLACED AND EDGED MERE DIRECTED. THE SURFACE BALL BE FINISHED AK BRUSHED KITH A FIBER BRUSH, APPROVED CURING CM-O-W SHALL BE PLACED ON THE FINISED CONCRETE IMMEDIATELY AFTER FINISHING. 7-18.3(3)p RIGID TYPE PAVEMENT RESIMACED WITH ASPHALT CONCRETE ' STREETS 041CM HAVE RIGID TYPE PAVEMENTS RESL FACED WITH ASPHALT CONCRETE SALL BE PATCHED AS SNOIM ON THE STANDARD DRAWING, OR AS OTHERWISE SPECIFIED, THE SURFACE OF THE CEMEM CONCRETE PORTION OF ' THE PATCH SMALL BE LEFT LOW EDLGH TO ACCOMMODATE THE ASPHALT PORTION OF THE PATCH. BRUSH FINISHING WILL NOT BE REWIRED. JOINTS SMALL BE PLACED IF DIRECTED BY THE ENGINEER, CURING SAL; BE ACCOMPLISED WITH A SS-1 EYLLSION CUT BACK WITH WATER AS DIRECTED BY THE ENGINEER. 1 ' SuplNenG1 50ecS Fifatlons (Ray 01/27V851 Pape 37 ASPHALT CONCRETE OR BlTt"" PLO IT MIX SMALL NOT BE PLACED ONT:L THE DAY AFTER THE CEMENT CONCRETE HAS BEEN PLACED. UNLESS OTHERWISE PERMITTED SY THE ENGINFIR. THE EDGES OF THE EXISTING ASPHALT PAVEMENTS AID CASTINGS SMALL BE PRINTED WITH MDT ASPHALT IMMEDIATELY Ea'w pLACINC THE ,A94WT PATCHING MATERIAL. TIE ASPHkT COCRE1 PRYEMENT SHALL THEN BE PLACED, LEVELED. AM COMPACTED TO COriOM TO THE AOOALENT PAYED 9KACE. IMEDIATELY TM UEAFTEA. ALL ,JOINTS BETWEEN 'NE NEW AND ORIGINAL ASPHALT PAVEMENT SHLL NC PRINTEC WITH NOT ASPHALT OR ASPHALT EMIILSIOH MD BE COVERED WITH DRY PAVING SAND BEFORE THE ASPHALT SOLIDIFIES. , T-18.3(A) ASPHALT CONCRETE STREETS ON ORANAAR BASE AFTER THE SIBGRADE HAS BEDN PREPARED AS 9OW11 OR THE STANOMC DRAWING. OR AS DIRECTED BY THE NGINEER, ASPHALT CONCRETE PAVEENT CLASS B OR CLASS F SHALL BE PLACED TO A THIENESS OF THE EXISTING ASPAL7 PAVEMENT DEPTH, OR TO A NINIMM OF TWO (2) INCES. WHT(3EVER DEPTH IS THE GREATER, AND COMPACTED IN THE MWBER SPECIFIED IN SECTION 7-18.3(1). , 7-18.3 3 OIL PAT STREETS THE EXISTING OIL MA` SMALL BE INIF3KY TRIMMED TO A STRAILM LIME, AFTER THE SJBGRAOE HAS BEEN 'PREPARED AS 94OWN ON THE STANDARD DRAWING. OR AS DIRECTED BY THE ENGINEER, A MINIMAI OF TWO (2) INCHES OF ASPVLT CONCRETE PAVFIEW CLASS B WILL PL ACED ACED ND C0PLETEJ IN THE SANE MAKER AS ,SPECIFIED IN SECTION 7-18.3(3). 7-18.3(6) INCIDENTAL WORM ALL INCIDENTAL WORN AS REQUIRED TO COMPLETE THE PATCHING OF STREET SWFACES AS SPECIFIED, ,INCLUDING JOINTS 04M REQUIRED, SMALL 8E CONSIDERED AS INCIDENTAL TO THE PATCHING AND TNF COSTS THEREOF SMALL BE IMCLLDED IN THE ITEMS FOR 041CH PAYMENT IS PROVIDE,. ' 7.18.4 WASu IppT PAYMENT FOR PAVE" PATCHING WILL ONLY NC MADE FOR MATERIALS LLSED WITHIN THE NEAT LINES 1 (ONE' ,FORT ON EITHER SIDE OF THE MAAIMOM TRENCH WIDTH AS SPECIFIED IN SECTION 2.09.4. MEASUREMENT AND PARENT FOR CRO9ED ROOM SHALL BE AS COVERED IN OTHER SECTIONS OF THIS ODELOf N'. ' 7-18.5 PAYMENT PAYMENT WILL BE MADE FOR EACH OF THE POLLOWIMG BID ITEMS AS ARE INCLOOED IN THE PROPOSA, :XNC r PAYMENT WILL BE MADE LIDER: 1. +8.I. -NOA SURFACE TREATMENT, FOR PAVEMENT PATCMIM. • PER Sp. YD. ' 2. -CEMENT CONCRETE CLASS_ _ MIX, FOR PAVEMENT vA';TRING • PER N. Y0. 3. 'CEMENT CONCRETE CLASS_ MIX, FOR PAVEMENT PATCHING + PER SO. YC. A. 'ASPHALT CONCRETE CLASS FOR PAVEMENT PATCHING R, ON, ' 5. •0191ALT CONCRETE CLASS FOR PAVEMENT PATCHING PER S{i. YD. WHEN NONE JF THE ABOVE IS INCLUDE^ IN THE PROPOSAL, PAVEMENT PATCHING SHALL RE CONSIDERED INCIIIENTA. TO THE PRO.E_T AMC THE COSTS THEREOF SHALL BE INCLUDED IN THE ITEMS FOR W,,CH PAYMENT ' IS PROVIDED. 1 9gl~tal Sped Ficatims (Rev 01/27/B6) Pape 30 t CEKM CONCRETE CURS GOTEA_ S AM SPILLWAYS (ng T74 REPLACE?ENT SECTIDY) REPLACE PARAGRAPH 1 WITH: CEMENT COMTE CURB, CURB AND GUTTER, GUTTER AMC SPILLWAY SMALL E CONSTRUCTED WITN AIR ENIRAINED CO METE CLASS B SPECIFIED ON THE STANDARD PLANS AM CO#DNjW 10 THE I EO/1REIENTS OF SECTION 6-02, EXCEPT THAT CLASS B 3-DAY MIX SULL BE USED IN ALL �SSED ORBS FDR DRIVE WAY SECTIONS, IN PARAGRAPH 6, LAST SENTENCE DELETE: 'CLASS B. 8&-011.A IRE GUFEIENT (S1IPPLEMENIAL SECTION) ' ON TNEXSTANDARD p aNS, kLAND BE CL 1yp Tl( 3_ppY MIX IEp11RED ACROSS CA14EWAY SECTIONS, AS 9UW SHULL BE LONSIDEREU 1% MDENTAL *0 NO ADDITIONAL PAYENT SMALL E MADE. 0417 PRECAST TRAFFIC NN AND HLOm TRNTIC an 8-07.1 DESCRIPTION (REPLACEMENT SECTION) tTIE CONTRACTOR SMALL FUMISH O INSTALL PRECAST TRAFFIC CLOG A AIO BLOCK iRNWTIf CIl6 OF THE DESIGNANDTYPE SPECIFIED 1N 11E •_ANS. THE CURB WILL E INSTALLED IN ACCOiDAN;y WI*H 1FESE OR DIREIONSCTOR A/0 PER TINE CITY O' RONTON STANDARD PLANS AT THE LOCATIONS INDICATED IN TIE PLANS OR AS DIRECTOR BY THE ENGINEER. ' 0-07.5 PAYMENT (REPLACEMENT SFCTIONI PAYMENT $ALL E MADE BY THE FOLLOWING: (1) 'Precast Traffic Lurb, Type A' per lla, ft. (2) 'Preear` traffic Curb, Type C- per lin, ft. (3) •dl Oc« Traffic Curb, Type A- per tin, ft. (A) '01Nrx Traffic Curb, Type C- per lin, ft. ' 0-O6 PLASTIC TIWIC W"CR5 8-09,1 DESCRIPTION (REPLACEMENT SECTION) THE CONTRACTOR SMALL FUNISH AND INSTALL WHITE OR YELLOW PLASTIC TRAFFIC BUTTONS WIEE SOWN ON TIE PLANS, OR HERE DIRECTED BY THE ENGINEER. 8-08.2 MATERIALS (SUPPLEMENTAL SECTION) THE PLASTIC TRAFFIC BUTTONS SMALL CONFORM TO APPLICABLE PROVISIONS OF SECTI,.6 8-08 And 9-20. 0-00.3 COISTNUCTION REDUIREMENTS (SUPPLEENTAL SECTION) ' THE PLASTIC TRAFFIC BUTTONS 9A, E ATTACHED TO THE Pq YEINENT 0v ONE E TIE F0.L0WIMG: " Placing Tack Coat Of Hot PaYing R6PMNlt M Pavement Surface an0 firmly pmssing the button Onto It. 2. Placing Apnesive (epoxy) On pavement surfmm ano pressing the button onto it. $-OB.A MERSURDENT (REPLACEMENT SECTION) MEASJEMENT WILL RE BY THE UNIT, COMPLETE IN PLACE. t ' Suplamantal Specifications (RAY 01/27/56) Page 39 5-08.5 P4YIENT (REPLACEMENT SECTION) ' PAWENT SNNLL BE BY THE FOLLOWING; ' (1) *10• Plastic Traffic Button, color,_• per ea. F®. LANE 1o5 ' B-09.4 MEAI/ENENT (REPLACEMENT SECTION) , WFASREMENT WLL BE LACE NAfe(E.R, TYPE I and TYPE II BY THE UNIT COpLETE IN P A:E. 8-09.5 PAYMENT !REPLACEMENT SECTION) , PAYIENr SHALL BE BY THE FOLLOWING: (1) -a- LACE LINE MARKER, TYPE I, White- Par Eecn ' (2) •A• LANE .INE MNIER, TYPE 11, CMDR(S)• Per E4M 9.11 MIN E1NT CAS ' 8-15.5 CU6TROCTIOH REOTDIAEIENTS (PARTIAL REPLACEMENT SECTION) , REPLACE PARAGRAPH 4 THE MOA►ENT W'LL BE FURNISHED PRO SET B" THE CONTRACTOR UNDER TIE DIRECT SUPERVISION OF T4 CITIES SURVEYOR. 8-15.5 PA ENT (S1PPLEMENTAL SECTION) , THE MONUMENT WLL ALSO BE SUPPLIED AND PLACED AS PART OF 'MOMENT CAS: AND COVER' AN. IL NOR, IN SUPPLYING SAID MONUMENT SHALL BE CONSIDERED INCIDENTAL TO THIS ITEM. , 8-14 COW ATE s171MU6 8-14.2 MATERIALS (PARTIAL REPLACEMENT SECTION) ' DELETE PARAGRAPH 2 ' 8-14.5(4) LUTING (RARTlAL REPLACEMENT SEC11011 REP-ACE PARAGRAPH I WITH: ' THE CONCRETE SIDEWALK SHALL BE CUED FOR AT LEAST 72 HIPS AS SPECIFIED IN 5-05.7 OR AS APPROVED Pv THE ENGINEER. GORING THE CURING PERIOD, ALL TRAFFIC, BOTH ,PEDESTRIAN AND VEMNICU.AR, SHALL BE EXCLUDED, VEHICULAA TRAFFIC SMALL BE EACLUOEp Fr SUCn ADDITIONAL TIME 45 THE ENGINEER NAY DIRECT, Swlaaental Speclfications (Rev 01127ie6) Page 40 , t8-15 AURWw 6-1H.A NEASOpEN/7 (PART IAI REP ACFIENT SECTION) REPLACE PARAOIAPH 2 WITH: HAD PLACED RIP RAP WILL BE MEASI/CD By THE TON IF RIP OW ACTUALLY PLACED A/C ACCEPTED. REPLACE PARAGRAPH 3 WITH: ' FILTER BLANKET WILL BE MEASOED By TIE TON FOR MATERIAL ACTWLIV PLACED ANC ACCEPTED. 8-15.5 PAYW%T (PARTIAL WR OCEi OFT SECTIO'I PARACAAPH 1 REPLACE ITEMS 3 UD - W:rH: 3. •HPHC PlWCAd Rip Ry•, 11 To, 7. Kilter Bl"et^ Per. TW REPLA^,E PARUQUkPL WITH: THE O1i) CONTRACT MICE PER Try. FOR 'FILTER BLAWNEi+ SHALL BE FAL COPOISATION FOR ALL COSTS IN COBE"'I'M WHIN FURNISHING AIC RACING A FILTER BLANIET. 8-20 tLLllRONATIOW, TRAFFIC SIGNAL SFSTENS AID ELECTRICAL ' M20.3(2) EXCAVATING AN: BA,.KFILLIrL RER.ACEHENT SEDT1ONi r THE C"ACTOR SHALL SIPPLY TREND. WITHIN THE OMIT WIDTHS AND TO TIE ELL IEU DEPTHS AT T.E SPECIFIER LOCATIONS INDICATED ON THE CONTRACT PLANS OR AS DIRECTED BY THE ENGINEER. BRCKTILLED IN ACCORDANCE WITH THE APPLICABLE PORTIONS OF TIE STyDARO SPEC:ALL T NDRE ES WALL BE ' TRENCHING FOR CONDUIT RIMS SWILL BE DONE 1N A NEAT INNER WITH THE TRENCH BOTTOM GRADED TO PROVIDE A UNIFORM OIAOE. NO WORK SWILL BE COVERED UNTIL 11 HAS BEEN EK/WINEL BY THE ENGINEER. BAcirr 1ATERIAL USED EDP FILL AROUND AND DYER THIS CONDU ILL IT SYSTEM SNALL BE FREE OF ROOKS GREATER THAN TOD ' INCHES IN DIAMETER 13 A DEPTH OF Six INCHES ABOVE THE CONDIJITL TRENCH WITHIN THE ROADWAY AREA SHALL USE SELECT TRD04 BACOFILL AND WALL CONSIST OF MATENIAL AS INDICATED IN THE SPECIAL PROVISIONS AND SIEOLLE OF PRICES. TIE SOURCE ANC QALITY OF THE MATERIAL SMALL BE SU"CT TO APPROVAL BY THE ENGINEER. TRENCH BALTILL WITHIN THE SIDEWALK VAEp CAN BE NADE WITH ACCEPTABLE MATERIALS FROM THE EXCAVATION AND SHALL K CONSIDERED A NECESSARY PAPT OF AND INCIDENTAL TO THE EXCAVATION IN RESERVES THE RIGHT TO ACCORDANCE DELETIONS WITH THE STRENCHD SPECIFICATIONS- THE MY RARE ADDITIONS OR IELETIONS TO THE iFETGH WHICH PROVE HE FOR TH: COMPLETION O' THIS PW.7ECt, TIE MINIMUM WIDTH FOR THE TRENCH NEEDED WILL BE AT YE OPTION OF THE CONTRACTOR. TRENCH, WIDTH RILL. HOWEVER, BE OF SUCFICIENT SIZE SO THAT ALL DF TIE NECESSAPY CONDUIT CAN BE INSTALLED WITHIN THE DEPTHS SPECIFIED WHILE MAINTAINING THE MINIMA CRIER, 8L20.3 A FD•'XHTI015 - COERETE (REPLACEMENT SECTION) THE CONTRATI XLL PROVIDE ALL MATERIAL FOR DIMENSIONS .. IED IN TABLE l BGOW. E CDNSTRJ[1 THE FOODATIOHS FOR NC TO TIE ER INSTALLED THEON. THE ANCHOR BOLTS WALL HATCH TAT Or THE DEVICE TO BE ' SMQ1wwRtal SoeciFiptfona (Afv 01/27i%) POOH 41 p-20,7(4) CONTINUED ' ALL EXCESS MATERIALS ARE TO gE WEHOYFD FROM THE FOUDATTON C0W MWETIQ N SITE AM DIVED O' AT THE CONTRACTOM'S EpfNg. ' CONCRETE ' 1 BE RAM AGAINST UDISTUBED EARTH IF POSSIBLE. EPOS PLACING >1HIOETE THE CONTRACTOR E CO BLOCK-DDT NNan ANY OTHER IADEROIDlD UTILITIES TMAT LIE IN THE EXCAVATED BASE ' 5o TWIT THE CONCETE WILL NOT ADETE TO THE U':LITV LINE. CONCRETE FOUDATIOS SHALL BE T%DEIED, BRI9ED, EDGED AND FINISHE. IN A WORQMAL9HIp-LIKE MAaER. CONCRETE yell E PROMPTLY 1EMED FROM THE EXPOSE- PORTION OF THE ANCHOR BOLTS AND CONDUIT AFTER PLE S'A-L FOUNDATION , SH&L ALL E CUSS 'B• CtLgETE. AFTER A DANING PERI'l OF TWO MEEAS, THE CONTRACTOR FOU INSTALL THE APo'_ICABLE DEVICE THEREON, TABLE 1 ' TYPE E OEV:n DIMO6IOr6 Stint Light Ole a' DCy . 7' So. or DIM. ' Signal Pole T' Deep z T, Signal Controller SAa JWt4l, Sheet SQ. or Dia. Street Light Control Caplhet See Oetal: Sheet ' Special Bane See Oetall Sheet ALL COOETE FDA"-;_.; SWk— E COSTR,ETED 1N THE MAKER SPECIFIED BELON: , 1) AERE SIDEWALK OR RAISED ISLANDS ARE OF THE FGADA'iON SHALL BE H11DE FLUSH f0 BECDIS'kLCTEO AS P PART OF THIS PROJECT, THE TOP SHEET) WITH THE TOP OF TIC SIDEWALK OR 15LAC. (SEE DETAIL , 2) WHERE NO S:OEWALK5 ARE TO E INSTALLED, THE MANE FOR THE TOP OF THE FOUNDATION SHALL E AS SPECIFIED BY THE ENGINEER, (SEE DETAIL SHEET) ALL CONCRETE FDADATIONS SMALL BE LOCATEDAS PER STATIONING ON THE PLANS OR AS LOCATED By THE , ENGINEER IN THE FIELD. &20.7(5) CONDUIT (RMACEHENT SECTION) 14 CONTRACTOR SAL' PROVIDE AND INSTALL ALL CONDUIT AND NECESSARY FITTINGS AT THE LOCVjQNs NOTED O *HE PLANS. COIIUi' SIZE SMALL N AS INDICATED ON THE MIRING All COD.'IT SCHEDULE SOWN ON ' PLANS. CONDUIT TO E PROVIDED AHD INSTALLED SMALL E OF THE TYPE INDICATED BELOW: , 1) SCEDLLE AD NEAW WALL P.Y.C. COEOPCNG TO ASTM STANDARDS SAL_ E USED WHENEVER THE CONDII' IS TO BE PLACED OTHER THAN WITHIN THE ROADWAY AREA, , 2) SCHEDULE g0 EXTRA HEAVY WALL P.Y.C. CONFORMING TO ASTM STAOAN, E USED AEN THE COD"IT IS TO BE PLACED WITHIN THE ROADWAY AREA ALL JOIN-S SHALL BE MADE WITH STRICT COMPLIANCE To THE WNAfACTUAER-S CEMENT USED R£COeOOAT]DS REGAN1rING ' AND ENYIRONENTAL CONDITIONS. 1 SNplaaantal SIX-i Flcations (Rev 01/27/86) PAge 42 ' 8-ID.7 6> ,11,KTta gplCfS , �kEi["T SECTION) THE SNkL SPECIFIED IN THE R-4NS A�1OE��NSLkSIEETS.TIO. GOES OF THE TVIE AO SIZE AT THE LOCATIDWS ' THE INESCRIPTION ON THE CGNViS OF ALL JUNCTION 1) STREET LIGHTING ONLY: 0AE5 SMALL BE AS INDICATED BELOW: ' IOITING•2) SIGNAL OAr GNA . •SILS• J) TRAFFIC SIGNAL AND STREET LIGHTING: •TS-LT• A) TEL.E/ETAr ONLY: 'TELEMETRY. h SCR'PTIONS 31 3MTlal CONSISTENT PFRFOMING OSAETPLFDTIOH, l.E. TRAF[IC ON BOtH, SMALL BE THROIQQRT T STREET LIGHTING, ALLBQE� SIOyI ' PLANS AOTOETAIL SHEETS BE INSTALLED IN COHEWNADE WITH FROYISIONS CONTAINED IN THE STANDw NECESSARY TO PR M'TS AND FURINSNISHING SAES A/D"DESIGN FOR ALL COST''OF LABOR .A1Difb1 BOX BALL BE FULL 1FOA PRICE CMFAC'TION ALL IN ACCORDANCE WITH Tp OQICTION BOXES INCLUDING MATERIAL' TOOLS. AND EQUIPMENT ' MS, SPECIFICATIOLS AID DETAIL SHEETS. i'OTILLIND ANC GAOU.WDhD (REPLACE ENT �--�. SECTION) ALL ET LENGTH'COpLE'EETWI�-EOTD 4 COPPER SOLID TROLLER CABINETS AD SIGAL'LIGHT1NG SERVICE CABINETS 66 BRAE CORPER BODING STRAP TALLIC ED IN AOD J/B• IN DIAMETER . CON ARE CO1S27ERED NISCELLAEDUS 'TENS AND THE LOCATED IN THE NEAREST 6 G• IN cnwLCTaRs. cosT Is To BE .uDTIa BD„. �,� tNCLLOED pTH THE SYSTEM' Dk 6-20.7(-SERY_CE (REPLACEIEM THREE T.PES OF POWER SERVICE ARE USED AS INDICATED BELOW: 1) TYPE I SYSTEM SHALL BE SINGLE PHASE 120 VOLT, 2 WIRE, 60 CYCLE A.C. SERVICE ONLY) 2) TYPE II. SYSTEM SMALL BE SINGLE "R/EFIC SIGNAL CONJ) TYPE III.SRE INDIVIDUAL RMASE 2 ITN2NpINEUi60 CYCLE A.C. (STREET LIGHTING NOn CONTROLLED PHDTO- CO/TACTOR/TgAFF IC IGNALNE S1NG.E PASE 120/2A0 1 PAL ARE) OD(ADED NEu �T' J ■ CYCLE A.C.TRAL SERVICE) (STREET LIGHTING THE POWER SERVICE N9IM SHALL BE AS NOTED 0" THE PRAMS AND SHALL SERVICING UTIL2Tr, BE VER:FIEp By THE ELECTRICAL �2D•)(1J1 1LLOrNATIOTY SYS ' �--E?6 (StPPLENEMh SECTION? UNDERGR60D � �DLCTORS FOR THE STNW!ET LIGHTING CIRCUIT SHALL BE STRANDED INSJLATION OF THE SIZE NDTED 0H THE PLANS AM WIRIM. ' CD°r+EA, TRA SCHEDULE. GRADE WITH t+ S.olAsentAl SWACSTSptlAns (Rn 01/27/86) PAW 43 B-l0.3(13) CONTINAED ' SPLICING OF THE STREET LIGH"M CIRCUIT WILL BE MADE ONLv IN OIADTION BOSS AND THE SPLICE KIT BALL CONSIST OF A PRE53UNE TYPE DEVICE WHORE THE CONNECTION OF THE WIRE TO THE KIT IS ACHIEVED Br ,OIIMPINC ON BY A CORP'ESSION BOLT. NO TWIST ON TYPE CONECTORS SHALL BE ALLOWED- MYER THE PIT HAS BEEN INSTALLED, ALL EXTNSM SLWACES OF WIRE no KIT 94OLL BE PLACED IN A CLEAR PLASTIC FOR, AND FILLED WITH EPDXv TO FORM A WATER-TIIM SEAL. N.ATERIAL USED FOR THE SPLICE KIT BALL BE 'COPA11OLE WITH THE WIRE WUTERIAL. TWO QUICK OISCWECT MIS, S.E.C. OR EQUAL, BALL BE FURNISHED AND INSTALLED, WITH FUSES, BY THE CONTRACTOR FOR EACH LIDO STANDARD INSTALLED. ALL MATEAIALS SNAIL BE COMPATIBLE WITH THE COPPER CONDUCTORS AND ITS INSUAATION. THE CONTRACTOR SHALL SIAIlT SAMPLES OF THE CONECI(R5 PRO°O ED FOP USE TO TIE ENGINEER FOR APPROVAL 8-20.3(13)A LIGHT STANDARDS (SLPpLENEMRAL SECTION' THE HAND 10.E SWILL ♦1E LOCATED 900 TO THE DAVIT ARM ON THE SICE AWAY FP 4 TRAFFIC. A DIRWHO NG ' LUG OR NIT SWLL BE PROVIDED IN THE HANC MOLE FRRAE OR INSIDE TMF NAND HOLE FRAME OR INSIDE THE OUND POLE SHAFT TO ATTACH A GR BODING STRAP. ' ALL POLES AND DAVIT AR6 SK4uL BE DESIGNED TO SUPPOP'� A LONIWIAE WEIOWT ON 3O LBS. W IpNNE MD 70 K2IMSTANC PRESiRES CAUSED BY WIND LOWS OF 85 N.P.N. KITH MST NAI FACTOR OF 1.3. ALL POLES SHALL MAINTAIN A MININUM SAFETY FACTOP OF 4.3A P.S.I. ON YIELD STRENGTH OF WEIGHT LOA: ' AND 2.33 P.S.I. FOR BASIC WIND pAESSIRc. DAVIT THE DAVIT STYLE ARM SHALL INCORPORATE A 5'9• RADIUS BEND AS MEASURED FROM THE CENTERLINE OF THE ' SWIFT. THE OUTER PORTION O THE YIN SHALL BE NEARLY HORIZONTAL TO .20 ABOVE HORIZONTAL AND SHALL BE FLO41SWZ WITH A 2• CIANETER SLIMITTER WITH A MAXIMUM LENGTH OF " B• TO FIT THE LUAINAI E SPECIFIED. THE POLE END OF THE DAVIT ARM TUBE SHALL BE FASTE SECURELY TO T TOP OF THE SHAFT PRODUCING A , FLUSH JD:N' WITH NS^ THE TOPAN EVEN PROFI,E. AND40R BASE ' A ONE PIECE k"OR BASE OF ADEQUATE STRENGTH, SHAPE AND SIZE SHALL BE SECU"FD TO THE LOWER END OF THE SHAFT SO THAT THE BASE WILL BE CAPAB,C OF RESISTING AT ITS YIELD POINT THE BENDING MOMENT OF ,THE SOW AT 115 YIELD POINT. THE BAY SHALL BE PROVIDED WITH FOR SLOTTED OR RWNO HOLES TD RECEIVE THE ANCHOR BOLTS. NUT COVERS BALL BE WOVIOED WITH EADM POLE. ANCHOR BOLTS ' FUR HIGH STRENGTH STEEL ANDRW BOLTS, EAOH FITTED WITH TWO WXNJTS AND TWO WASHERS, SHALL BE t FURNISED WITH THE POLE. EACH ANDDR BOLT SHALL NAVE A A• •L• BEND AT THE BOTTOM DC AND BE THREADED AT THE TOP END. THREADED ENDS, ALL NUTS AND WASHERS SWILL BE NOT DIP GALVANIZED. THE ANCHOR BOLTS SWLL BE CAPABLE OF RESISTING AT ITS YIELD POINT THE BENDING MOMENT OF THE SHAFT AT ITS YIELD POINT. ' MISCELLANEOUS E ALL HARDWARE (BOLTS, NUTS, SCREWS, MASERS, ETC.) NEEDED TO COI LETE THE INSTALLATION SHALL BE 'STAINLESS STEEL. SUDleeentel SPeci ficatfons (Re- 01/27/66) Page 44 , 8-20.130)A CONTINUED I.D. (IDENTIFICATION FOR POLES) THE CONTRACTOR SA-L SUPPLY AND INSTALL A COIE'.WTION OF 4-OIGITS MO ONE LETTER ON EACH LIGHT POLE. TIE LETTER AO NUMBERS COMBINATION 9ALM BL MOUNTED AT THE 13 FOOT LEVEL ON TIE PILE FACING APRDA`AINI TRAFFIC. LEGENDS SMALL BE SETTLES, WITH TRANSPARENT FILM, RESISTANT TO DUST, NEITHER AND MP A LLTGRAVIOLEEXPOSURE. THE DECAL MAR"RS SMALL BE 3 INCH SQUARE WITH GOTHIC GOLD, WHITE REFLECTORIZED 2 INCH LEGEND ON A BLACK BACKGROUND. I.D. NUMBER WILL BE ASSIGNED TO EACH POLE AT THE END OF THL CONTRACT OR PROJECT BY THE CITY TRAFFIC ENGINEERING OFFICE. ' COST FOR THE DECALS SMALL BE COSIDERED INCIDENTAL TO THE CONTRACT BID. DELETE COMPLETE SECTION AND REPLACE WITH THE FILLOWIMG: LIGHT STANDARDS SMALL BE SPIN ALUMINM DAVIT STYLE AND BALL MEET THE POLE DETAIL REQUIREMENTS INDICATED BELOW AND THE DETAIL SHEETS A" THE END OF THESE SPECIFICATIONS. ' THE POLE SHMF' SHALL BE PROVIDED WITH A A• M 6• FLUSH KW HOLE NEAR THE BASE AND A MATCHING META. COVER SECURED WITH STAINLESS STEEL SCREWS OR BATS. ' ALL TENONS SWILL BE FACTORY INSTALLED AND ALL WELDING SHALL BE COMPLETED PRIOR TO GK VANIZIHG. ALL SIGAL POLE FOUNDATIONS SMALL BE CONSTRUCTED TO PROVIDE THE POLE ORIENTATION NOTED IN THE PLANS. THE POLE SHALL BE ADJUSTED FOR PLEB AFTER ALL NEEDED SIGNAL EQUIPNQR HAS BEEN INSTALLED THEREON. ' 8-20.3(14) SIGNAL SYSTEMS (SUPPLEMENTAL SECTION) t ALL SIONAL CONDUCTORS SMALL BE STMNOED COPPER AND SHALL HAVE 600 VOLT TH IN ITION AND BE OF THE SIZES NOTED ON THE PLANS. ALL WLTI-CONDUCTORS USED FOR THE SIGNAL SYSTEM SHALL CONFORM TO DIVISION 9-29.3 " SHALL BE OF THE SIZES NOTED ON THE SIGNAL WIRING SCHEDULE AMC WIRING DIAGRAM. ALL STRANDED WIRES TERMINATED AT A TERMINAL BLOCK SHALL PAVE AN OPEN END, CRIW STYLE SODERLESS TERMINAL CONNECTOR, AND ALL SOLID WIRES TERMINATED AT A TERMINAL BLOCK SHALL HAVE AN OPEN END SOOERED TERMINAL CONNECTOR. ALL TERMINALS SHALL BE I45TA LED WITH A TOOL DESIGED FOR THE ' INSTALLATION OF THE CORRECT TYPE OF CONNECTOR AND CRIMPING WITH PLIERS, WIRE CUTTERS, ETC., WILL NOT BE ALLOWED. ALL WIRING INSIDE THE CONTROLLER CABINET SMALL BE TRIMMED AND CABLED TOGETHER TO WAKE A NEAT, CLEAN APPEARING INSTALLATION. NO SPLICING ON ANY TRAFFIC SIGNAL CONDUCTOR SMALL BE PERMITTED UNLESS OTHERWISE INDICATED ON THE PLANS. ALL CONDUCTOR RUMS BALL BE ATTAGE.'D TO ' APPROPRIATE SIGN TERMINAL BOARDS WITH PRESSURE TYPE BINDING POSTS. THE ON Y EXCEPTIONS SMALi BE THE SPLICES FOR DETECTOR LOOPS At THE NEAAEST JOACTIONR BOX TO THE LOOPS. 8-20.3(14)D TEST FOR INDUCTION LOOPS AND LEAD-IN CABLES (ADDITIONAL SECTION) THE CONTRACTOR SMALL KEEP RECORDS OF FIELD TESTING AND SMALL FLFWnSH THE ENGINEER WITH A COPY OF ' THE T£4A.TI, 8-20.3(14)E SIGNAL STANDARDS (REPLACEMENT SECTION) ' THE CONTRACTOR SMALL FURNISH AND INSTALL TRAFFIC SIGAL STANDARDS IN ACCOMOANCE WITH THE METHODS AND MATERIALS NOTED IN THE CONTRACT PLANS AND THESE SPECIFICATIONS. SUD10MeFu1 SDecifiCStIMS ' (RAY 01/27186) PWOe 45 ALL POLE DIMENSIONS AND ORIENTATIONS WILL BE VERIFIED BY TIE ENGINEER PRIOR TO FABRICATION. ' ALL ENTRANCES REQUIRED FOR PREIQNTED SIGNAL MEADS, CABINETS, SITNS, PE➢ESTRI•N RAN BUTTON ' ASSEMBLIES, ET-,-,. SA_, BE FIELD DRILLED. 9-20.4 IEASUIEIENT (REPLACEMENT SECTION) MEASUREMENT FOR TRENCH AND BALWILL WILL BE BY THE LINEAR FOOT. HEASL-.VENT FOR SELECT TRENCH BACKFILL ■:,.L BE BY THE TON. MEASUREMENT FOR SIGNAL STANDARDS AND SIOWL CONDUCTORS WILL BE PER EACH AND PER -IMEAR FT/LUP SUM. , MEASUREMENT FOR FOUNWTIOIR - CONCRETE. WILL BE BY THE UNIT FOR EACH TYPE SPECIFIED, COMPLETE IN RACE. , MEASUREMENT FOR CONDUIT WILL BE BY THE LINEAR FOOT. MEASUREMENT FOR JUNCTION BOXES, WILL BE BY THE UNIT FOR EACH TYPE SPECIFILU, _m FTE IN ,LACE. , MEASUREMENT FOR LIG17 STANDARDS, WILL BE BY THE UNIT PER EACH, COMPLETE IN RACE. 8-20.5 PAYMENT (REPLACEMENT SECTION) , PAYMENT WILL BE MADE UDER; , 1) "TRENCH AND BAWlLL, _ WIDE, _DEEP per Linter Fppt. 2) "SELECT TRENCH BACXFILL", Per Ton, ' THE UNIT CONTRACT PRICE FOR TRENCH AID BACITILL PER LINEAR FOOT SMALL BE FULL COMPENSATION FOR EXCAVATING, LOADING, •MUTING AND OTHERWISE DISPOSING G THE WASTE MATERIALS, FOR BAC(FILLING AND TAMPING BACKFILL MATERIAL AND FOR THE RESTORATION O THE TRENCH AS SHOWN ON THE PLANES OR AS DIRECTED BY THE ENGINEER ALL IN ACCORDANCE WITH THESE SPECIAL , PROVISIONS AND THE STANDARD PLANS AND SPECIFICATIONS. J) " FOUNDATION' PER EACH ' A) -CONDUIT, P.V.C., SCHEDULE AO, " Per Lin. Ft. S) -CONDUIT , P.V.C., SCHEDULE 80. Per Lin, Ft. 6) "DESIGN JUNLTION BOX", PER EACH. 7) -STREET LIGHT STANDARD ", PER EACH. , B) "SIGNAL STANDARD, TYPE_" PER EACH 9) "DETECTION LOOP RETUMM CABLE, 2/C" SO." PER LINIAL FOOT 10) -SHIELDED PRE- EMPTION CAq F, L: SNP PER LIN. FT. , 11) "SNIELOEO INTERCONECI CABLE, _PA" PER LIN. FT. 12) "TRAFFIC SIGNAL WIRE" PER LUMP SW. 13) "INDUCTOR LOOP VEHICLE DETECTOR SAN C'UTTIHG." PER LINIAL FOOT, THE UNIT CONTRACT PRICE PER EACH ON SIGNAL STANDARDS AND PER LIN. FT./LUMP SUM ON TRAFFIC , SIGNAL SYSTEM WIRE WILL BE FULL COCENSATION FOR NRNISHINNG AND INSTALLING THE STANDARDS AND WIRE AM FOR ALL OTHER MATERIALS, TOOLS, EQUIPMENT NECESSARY ADIOR INCIDENTAL TO THE INSTALLATION AS PER THE CONTRACT PLANS RIC THESE SPECIFICATIONS. , 1 SuplementAl 5pw:i7l-Atlons , (Rey 01/27/86) Hoge 46 I„vow mmiamm 0-22.1 DESCRIPTION (PARTIAL REPLACEIEMI SECTION) SKIP CENTER STRIPE - DELETE AD REPLACE WITH: ' A BRDCCEN YELLO* LIRE A INCHES WIDE. THE 9FNEN OR •SKIP" PATTERN SMALL EE BASED ON A 25-FOOT LIMIT CONSISTING OF A 10-FOOT LINE AID 15 FOOT OAP, SKIP CENTER STRIPE IS LM AS CENTER LINE DELINEATION ON A TWO LAW TWO WAY AOAOWAY. ' OOAE YELLOW CENTER STRIPE - DELETE AND REPLACE WITH; TWO SOLID YELLOW LINES, EACH A INCHES WIDE, SEPARATED BY A A IND, SPACE. WIDLE YELLOW -ENTER STR1Fc IS UZO AS CENTER SINE DELINEATION ON KLTI-_AHE, TWO-RAY ROADWAY AND FOR CNAN ELIIATION. EDGE STRIPE - DELETE ' CORE STRIPE - DC.ETE AND RE—ACE WITH: APPROACH STRIPE - A SD.'O WHITE LINE, 6 INDE- WIDE, USED TO DELINEATE TUC LANES FROM TMgOfg LASS, FDA TRAFFIC I11l0OS AND CROSS MHSH WAFb LAKE STRIPE - DELETE AND REPLACE *ITN: A BROKEN WM:TE LINE, A INCHES WIDE, USED TO DELINEATE ADJACENT LASS TRAVELING IN THE SAME ' DIRECTION. THE SPOKEN OR •SKIP• PATTERN SMALL BE BASED ON A 25 FOOT CHIT CONSISTING OF A 10 FOOT LINE AMC 15 FOOT GAP, NO PASS F*AIPE: DE'-ETE RFVERS'&E LAZE STRIRf- DELETE ) WAY LEFT TARN STRIPE - DELETE AND REPLACE WITH: A S(X:D YELLOW LIKE, A INCHES WIDE, WITH A BROKEN YELLOW LINE, A INCHES RIDE, SEPARATED BY A A INCH SPACE. THE BRCNEN OR "SKIP+ PATTERN WILL BE BASED ON A 25 FOOT UNIT CONSISTING OF A 10 FOOT LINE ANC A 15 FOOT SPACE 9SEE DETAIL SHEET), BAEMIER STRIPE - DELETE AND REPLACE WITH: A SCC:O YELLOW LINE, 16 TO 24 INCHES WIDE. CROSSW.OLK STRIPE - DELETE AD REPLACE WITH; A SOLID WHITE LINE, 12 INCHES WIDE, INSTALLED PARALLEL TO MOTHER CROSSWALK STRIFE WITH AN B FOOT SPACE IN BETWEEN THE LIMES. STOP BAR - DELETE AD REPLACE WITH: ' A SOLID WHITE LINE, IN WIDTHS OF 12. 1B AND 2, INCHES. THE WIDTH SHALL BE INDICATED ON THE CONTRACT PLANS. TRAFFIC ARROW - DELETE AND REPLACE WITH: A SOLID WHITE NAMING COEORNING TO CONTRACT PLANS AND DETAIL SHEETS. TRAFFIC LETTERS - REPLACE WITH TRAFFIC LEGEND - OE'_ETE AM REPLACE WITH; A WHITE MARKING USING ALRNBETICAL LETTERS - SEE -OTRACT PLANS AD DETAIL SHUT. CYCLE DETECTOR SYMBOL - DELETE SNPIRRATtAl SWIfj atjwn (ROY O1/27/66! Per A' Wl"R-1 New T e- In o errosa Estates __ _W-775 Vlater System Transfer f rori-r KCk1D `58 Water Ma in Instal ]at ion Bid Proposal & Sp(-e�. 4 of 4 a-n.5(s) Tn.ERnNTES ETAS LI1E sml'Es (REtR.AEEIpNT Y^Tia) ALLOW&E TMAAMCES FOR STRIPES aE AS FOLLOWS: LERON or STRIPE - THE LOyITWIW1 ACA6AAATIVE UM VITNIN A 23 FOOT LENGTH OF SKIP STRIPE SHALL NOT EXCEED " OR 14"OE INCH. WIDTH OF STRIPE - THE Atoll or STRIFE S%1LL NOT VARY AM THAN Pttb OR NINM lit IHOH. 5.22.It6) PRINT/PL/L% STRIPE LINES ADOVAL (TER SECTION) WERE 90h ON THE PUNS OR DIRECTED By THE ENGINE-N. THE CONTRACTOR ANLL REMOVE ALL OLO , COiLICTINO STRIFES OR LINES. 8-22.4 IEAWENENT (REPIACDtNT SECTION) WASLFENEW SHALL BE On THE LINEAR FOOT FOR A INCH VIDE SOLID STRIPE, *ITH NO DEDUCTION MADE FOR THE SNIP BETWEEN THE STRIPES WAdAEo. 6 INCN VICE SOLID STRIPE, 12 IMCM VIDE OWSSrALk, BNtRIEP STRIPE. STOP BAR, TRAFFIC ARROWS AND TRAFFIC LEGEHO Racy'PER EAbH. N6ASUErEHT fpi AL, ITENS SWALL BE COMPLETE 1%PLACE. NEASI.RENENT FOR PAINIAN_MTIC STRIPE LIFE AEIDIU, SILL BE By THE LI&n, FOOT OF ^ VISE LINE 8-22.5 PAY#ENT (RULACEM NT SECTION) PAMENT SSW BE WADE IAOEA: ' 1. `Painted A' rid* Solid Stripe• Per Linear Foot 2. TaintW 6' VIM Solid Stripe' Par Liner Foot S. 'Palntod_. Ride Barrier Stripe` Per Unar Foot A, Tainted 12' Vide Cro6%walk' Par Linear Foot S. `PalntCO ' Ride Stop Bar' Par Linear Foot 6, Tainted Traffic Arrow-Per Each T, -Painted Traffic L*gW4 ' Par Earn B. 'Plastic 12' Vide Cmssftlk' Par Linear foot 9. 'Plastic ride Strip Bar+Par Linear Foot 1a. Tlaatle traffic Arro.. Per Each 11, 'Plastic Traffic Legend Par Each ' 12. 'RSnral of Paint Line`•_'Vide` Per Lin, Ft. 17. M *01 Of Piastit LIro`Bide" per Lin. Ft. 9.OS A�lIiR1E$ WOEGATE FOR WASEL BASE (PARTIAL REpLACENEM SECTION) ROD TO PARAGRAPH 2 SENTENCE .."cept that in n Case shell t'x n.imm size e.ceeo cignt (a) Inche6. , REPLACE PARAGRAPH J wITM; Gravel Base sell Meet the follaing reduiremnts for grading And Welity then plow in hauling vonicle6 for delivery to to roa6uey, tronen or d.aing nn.+factao And plate*" into a teAporary Stockplle. Tn CcaCt point of acceptrce tlil n deteemined by to Engineer. (RAVEL BASE GRAVEL BAY CLASS A CLAM B psssing I/a' Sieve 25%min. 251 Ain. , 75%MN. In maw. SWglasental Specifications (Rev 01/2T/B6) " as , 9-03.10 OW INED Passing U.S. No. me 9%WAx, 109 RAR. Sl" (Met SSwinOl PsssinO 02M (Met Sieving) 2t3 w.. 2/3 •.. Psssir4"0 (Serb ENsNivelent) 50 win. 30 win. 943.12(1)A CLASS A (REPLACEMENT SECTION) flAVEL VOTILL FOR F01.004TION, CLASS 4, "P.L CONSIST OF CMSME)MATERIAL NO 9*L CONFORM TC THE REWV9)ENTS OF SECTION 9-03.9 FOR WULAST, 9-03.:2(1)8 CLASS 8 )REPLACEMENT SECTION) GRAVE, BA05i1L FOR FOLN"TIONS, CLASS 6, IS NOT AN ACCEPTABLE SLBSTITUTIGN FOR GAVEL BACMffILL FOR FUUTIGNS, CLASS A, LKESS APPROVED IN RRtTING By THE ENGINEER, IF APPMm THE GAVEL 81DQILL FOR FOUOATION, CLASS 8, SnkL COFOW TO THE REW:WMENTS OF 9-03.1(3)C OWING 34 OR 9-03,10 AGGREGATE FOR GRAVEL BASE, CLASS 4, 9-03 12(3) GRAVEL BA(WILL FOR PIPE MWM (PARTIAL REPLACEMENT SECTION) ' RFP(AIF SENTENCE 1, PARAGRAPH 1 WITH: GRAVEL W''ILL FOR PIPE BEPOINC SK%" C MSIS7 OF PEA GRAVEL. ADD: WREN APPRONFD IN WHITING BV THE ENGINEER, OTMEA CRMU9ED, PROCESSED GN pATWALLr OCQRAITG GRN4A A MATERIAL MEETING THE REWIRRMENIS LISTED ABOVE CAN BE LBO AS GRAVEL BWOSILL FDA 1 PIPE BEGGING. 9-03.14 GAVEL BORROW IRE LACENENT SECTION) GRAVEL BOADW SNA" CONSIST OF CLASS A OR CLASS B GAVEL BASE COFOMING TO THE IEWIREENTS ;WTLINEC IN 9-03.10 AGGREGATE FOR GAVEL BASE i9,0 WAIWOE SMMUES. OAYEIRRTS MWD C WWTS ' 9-05.1 GRAIN PIPE (PARTIAL REPLACEMENT SECTSOW DELETE: ALL REFERENCE TO AN ALWINM COATED (ALWINIZED) CX%UpOTEO I"OR STEEL GRAIN PIPE FROM ' TNIS SECTION. 945.3(1)A END DESIGN (PARTIAL fEPLACFNENT SECTION; DELETE SENTENCE 2 PNAGRAFM I 9 5.i6 STEEL STORM SEWER PIPE (PAPTIAL fERACFMENT SECTION) REPLACE: -TREATMENT 5- WITH^TREATMENT I- 9-05.11 AWINM$TOM SEWER PIPE (PAITIAL REPLACEMENT SECTION) OELE,E: -eKMt tn{t ptetective t tifg "ll ne TFettAAnt 5 SWpAwtel Specification (Rev 01/27/86) Per 49 !-OS.1: PVC SEWER PIPE (PARS ' NERACflENT SECTION) OUTS: PARAWAq 1 AOD. THE N`UM M LENGTH OF PVC PIPE SECTIONS USED SHALL BE 12 FEET, 9-03.13 0.STILE ;ROM SEER PIPE EPLACEMENT SECTION) DELETE PAR/V'ggP I 9-29 1LllABMTION, SIOTALS, FIEPTRlOL t 9-29.1 " MIIT (gEy q�N SE i l]n , THE CONVIT P.V.C. - NON-METALLIC SMALL COEOW TO ARTICLE 347 OF THE C(pE AND ASTN STg CARD THE °0IT SMALL BE OF THE TWO TYPES INDICATED BELOW: t S. (1) MULE So p(TRA HEAVY BALL P.V.C. CDMEONNING TO ASTN STANDARDS. (2) SCHEDULE 40 HEAVY WALL P.V.C. COEORNING TO ASTN STANDARDS, , 9-29=CN BOXES (RE"CEMENT SECTION) , .AAA.TION BOXES SHALL BE REINFORCED CONCRETE WITH STEEL FRAME NNpNpR : IN RATE (DIAIpA, Pg7Tp(p) AS INDICATEO ON DETAIL SHEETS. RACE 4ND STEEL COVER ' THE I(1)NSCRIPTIONS ON THE COVEYS OF THE J(ANCTION BOWS STALL BE AS FOLLOWS; SION4 ONLY: 'SIGNALS- (2) STREET LIGHTING ONLY: •LI(M1NG• '(7) TRAFFI SIOYL AND C STREET LIGHTING FACILITIES: •TS-LT. THE ABOVE INSCRIPTIONS SMALL NOT BE NIGHER THAN THE TOP 9-29,7 �� OF THECOYt7N RATES. c LTONS CAGE MEPLAtIMENT sEcna) ALL SIGNAL COq�CTORS AS INDICATED ON THE PLANS SHALL BE STRNpED CD°PER SHALL EMPLOY , TMp INSULATION O THE SIZES NOTED ON THE PLANS. ALL MULTI SMALL OOFORN TO APPLICABLE 600 VOLT TIE SIZES NOTED ON TIE SIGNAL WIRING DIAGRANIN� IN THE ST ET f� THE SIGNAL SYSor ANDNB7 SPECIFICATIONS AND SALL BE EM O ' TIE 2Nc CABLE INDICATED FOR THE DETECTION LOOP RETURN CABLE SHAU BE A SPECIAL CANE. THIS CABLE SMALL BE BELOEN, BELDFOIL 8720, 01 EO(AL, WITH 014 AWG a 277, THE CABLE SMuyl NAVE POLYETHYLENE CDMaAANIC4TlDNS ' SHIELD, A TINED COPPER YIFNE IN9AATE0 CORER COpDLTORS STRANDED (19 GRAIN WIRE AND A CMOME VINYL .1A0@'T, COpJCTORS, AN ALL611"PDLrFSTER THE 7/c SHIELDED PME- EMPTION DETECTOR CABLE STALL BE 3-7 8138 CABLE ORE ' WILL RUN FROM THE DETECTOR WIT TO THE CONTROLLER CABINET Alp NO SPLICES WILL BE ALLOED?S CABLE SNOIawIal SOaclriwiar, t (AeV D1/27/86) Pape 70 9-29.5 CONTINUED THE SHIELDED COM UMICATIU/S/SIGNAL INTERCONECT CABLE SMALL MEET TIE FOLLOWING: I. CONDUCTORS: SOLID, SOFT DRAWN, AMEALED UPPER, SIZE 19 WIG. 2. IN9' " TUN;PLY COLOR CO COD, VIRGIN HIGH DENSITY PO,YETIry BIN _E OR POLYPROPYLENE,WITH Tam%cE , D:NG E 3. CABLE CORE ASSENa, INSULATED CONDUCTORS ARE TWISTED INTO PAIRS WITH VARYING LAYS (TWIST LENGTHS) TO MINIMIZE CROSS TALK AID MEET STRICT CAPACITANCE LIMITS. A. SHIELDING: A COWMIO/MIDATIO/RESISTANT TINTED ETHYLENE COPOLYMER COATED (BOTH SIDES) t .008• THICK CORRUGATED ALUMINUM TAPE SHIELD IS APPLIED LONGITUDINALLY WITH OVEALAp TO PROVIDE 100% ELECTRICAL SHIELDING . A .005 CORRUGATED TAPE APPLIED IN MAKER IS ACCEPTAIXC, THE SAE ' 5. OUTER 3AWT: A BLACK. LOW DENSITY HIGH MOLECULAR WEIGHT VIRGIN POLYETHYLENE (COPOADEO TO WITHSTAND StKIW, TEMPERATURE VARIATIONS AND OTHER EWIRU6ENTAL CONDITIONS PLUS ABLSE CURING INSTALLATION) IS EXTTLM OVERALL TO PROVIDE A CONTINUOUS COVERING. 6. FOOTAGE WMINGS: FOOTAGE MARKINGS MUST BE PRINTED SEQUENTIALLY A MINIMUM OF 2' ALONG THE OUTER JACKET, ' 7, FILLING: THE ENTIRE CABLE WITHIN THE OUTER JROCET IS FLOODED WITH PETROLEUM.POLYETHYLErE GEL FILLING C041OLM INCLUDING THE AREA BETWEEN THE OUTER 3ACKET 00 THE SHIELD. ' EACH WINE SHALL BE N 40ERED A' EACH TERMINAL ENO WITH A WRAP-AROPp TYPE NMffR1NG STRIP ACCORDI TO THE SCHEDULE ATTA0ED TO THESE SPECIAL PROVISIONS, NO ' ALL WIRES TERMINATED AT A TERMINAL BLOCK 94ALL HAVE AN OPEN ENO. CRIMP STYLE SO,DERLESS TERMINAL. ALL TERMINALS 94ALL BE INSTALLED WITH A TOO DESIOEO FOR THE INSTALLATION O MIS TYPE OF TERMINAL A0 CRIMPING WITH PLIERS, WIRE CUTTERS, ETC., WILL NOT BE ALLOWED. ALL WIRING INSIDE THE CONTROLLER CABINET AND AT INTERMEDIATE POINTS SAL: BE TRINNED AND CABLED TOGETHER TO MAKE A NEAT N0 CLEAN APPEARING INSTALLATION. NO SPLICING OF ANY TRAFFIC SIGNAL COWUCTOR SHALL BE PERMITTED UNLESS OTHERWISE INDICATED ON THE PLANS. ALL CONODCTOR RUNS SHALL BE PULLED TO THE APPROPRIATE SIGNAL TERMINAL COMPARTMENT BOARD WITH PRESSURE TYPE BINDING POSTS. THE ONLY EXCEPTIONS SHALL BE THE SPLICES FOR DETECTOR LOOPS AT THE NEAREST JUNCTION BOK TO TIE LOOPS, 1 THE CONTRACTOR 94ALL PROVIDE AND INSTALL ALL THE NECESSARY WIRING, FUSES AM FITTINGS 50 AS TO COMPLETE THE INSTALLATION OF THE SIGNAL AND LIGHTING EQUIMENT AS SHOWN ON THE PLANS. ALL MATERIALS AID INSTALLATION METHODS, EXCEPT AS NOTED OTHERWISE MEIEIN, SHALL COMPLY WITH APPLICABLE SECTIONS OF THE NATIONAL ELECTRICAL CODE. ' INSTALLATION O ALL WIRING SHALL CONFORM TO APPLICABLE PROVISIONS CONTAINED IN THE STANDARD SPECIFICATIONS EXCEPT AS SPECIFIED HEREIN, MRXCTGRS AND CABLE &ALL CONFIRM TO THE APPLICABLE SPECIFICATIONS AS FOLLOWS: (1) UNLESS OTHERWISE NOTED, ALL ELECTR:CAL CONDUCTORS BALL BE APPROVED STRANDED COPPER CONEOKING TO APPLICABLE PORTIONS OF ASTM STANDARDS, INSOLATIOH SHALL BE 600 VOLT PLASTICIZED POLYVINYL CHLORIDE, POLYETHYLENE, OR CHEMICALLY CROSS LINKED POLYETHYLENE, COEOMING TO APPLICABLE PORTIONS OF ASM STANDARDS. POLYETHYLENE C>pOUOS 9A,L NOT BE USED MERE EXPOSED TO S►LIOT' THE GRADE INSLLATIUN OF CODE THICKESS SHALL BE USED. S.clswtAl swl Tic6tlo s (Rev 01127186) Page 51 9-29.5 CONT1NlCD r (2) MULTI-CODUCTOH CABLE SHALL BE USED FOR TRA°FIC SIOWL CONTROL, 4M1 SH1AL1 BE RATED TD OPERATE r ON 600 VOLTS. IND'VIOWL CONDUCTORS SHALL BE STRANDED COPPER, SMALL BE INSLLATED WITH A MINIMM O 45 MILES PLASTICIZED POLYVINYL CHLORIDE COd'ONG, OR APPROVED EQUAL, AND SHALL BE C0.0R CODED AID OF SI2E LISTED IN TABLE BELOW, THE iNDIVID041, C04DUCTORS SHALL BE CODED MD OF 512E LISTED IN r TABLE BELOW, THE INOIVIOWL C(IRDOCTORS SWILL BE CABLED TOGETHER MIN CABLE TAPE AND ENCASED IN A POLYVINYL OEOILE SHEATH 75 MILS NICK. INSULATION SHALL COfOe1 TO APPLICABLE PONTIONS O ASTH STANDARD APPLICATIONS. AVG r Noe. Strands CIRCUIT Phase 9502e (e Conductor Color Str:pe r Signal reacs.... A 14 19/27 War, Yellow, Green None A. 14 19/27 Rep, Yellow, Grew White-white B 14 19/27 Rep, V:llw, Green Black , B. 14 19127 Rep, Yellow, Grcen Black-Black C 14 19/27 Red, Vella, Grew White Sigma: Cam. 12 19125 white More Control Con. 12 19/25 white Black or Gree- , Detector........ A,B,C 12 19/25 Black None Con. 12 19/25 white None Spare........... .... la 19/27 Pad, Yellow, Green Blue ' Flashers........ .... 12 19/25 Black None SerVice......... .... 10 19/25 Black More Alternate..... .... 17 19/25 Black Nora ' Neutrals (not listed).. .... 10 19/25 White Name Alternate..... .... 12 19/25 White or Green None Multi-conductor cable shall be assenoled as per the following typlLal 111ustratiMS: ' a) 2 ConWctor -- 2 No. 12 AVG, 19/25 strand, consisting of a black ant white conductor. r b) 5 Conductor -- 1 No. 12 AVG, white; 1 No. 12 AVG. white with green or black stripe; amp 5 No. 14's consisting of Phase A. ci B C-ductor -- 1 W. 12 AWG, white; 1 No. 12 AWG, white green or black stripe; ant 6 W. ' 14's consisting of Phase A and B. Al) 11 Conductor -- 1 No. 12 AMC, white; 1 No. 12 AWL white with green or black stripe; amp 9 No 12's consisting of Phase A, B a,d C e) 20 .onductor -- I No. 12 AWG, white; 1 No. 12 AWG, white with green or black strip; amp 18 ' No. 14's consisting of Phase A, A', B, B', C and Spare. MIRING WILL BE ARRANGED 50 THAT COMBINA71O S OF THE ABOVE CABLE ASSEMBLIES SHALL BE USED. t WITH THE EXCEPTION O TYPE %UMW 1NSsLATION, THE MINIMM INSULATION THICI9ESS FOR 44Y ELECTRICA, CONDUCTOR SWILL BE 5/64 INCH AND THE MINIMM ACCEPTABLE INSULATION THICKNESS SMALL REFER SOLEY Tl: THE THICKNESS OF THAT INSULATION IMMEDIATELY AROUND ANY CONDA'TOR AN: EXCLUDING ANY SHEATH OR ' JACKET THICNESS. INDUCTION LOOP DETECTORS SWILL BE INSTALLED IN A SAW-CUT IN THE PAVEMENT BY THE CONTRACTOR WHERE r INDICATED ON THE PLANS OR AS DIRECTED BY THE ENGINEER. THE WIRE TO BE USED IN TIE INDUCTION LOOP SHALL BE NO. 17 A.K.G., TYPE USE, RIM OP RMN INSULATION. SEE DETAIL SHEETS. 9-29.4 MESSENGER CABLE, FITTINGS - DELETE r 9-29.5 POLE LINE HARDWARE - DELETE r Sgleeental Specifications r (Rev 01/27/86) Page 52 9-29 6 LIGHI STNOAEmS (RERAEHOR SE'111 LIGHT STANDARDS SMALL BE SPUN AL:MINM IN ACCORDANCE RETAILS SHOW.. ♦M THE PLANS, AS SPECIFIED IN THE TECNICAL PROVISIONS AG AS OUTLINED HEREIN. 9-29.6 3 TIMBER LIGHT STANDARDS TIMBER STRAIN POLES TABUS SERVICE SUPPORTS - DELETE 9 29 7 LMINAIRE FUSING AND ELECTRICAL CONNECTIONS AT LIGHT STANDARD RASES (REPLACEMENT SECTION) ELECTRICAL DISCONNECTS SMALL BE INSTALLED AT ALL L1047 STANDARD BASES. FIRE MOLDERS BALL BE WATERPROOF, WIC( DISCONNECT TYPE, S.E.C. OR AWED EQUAL. FUSED YU1CX DISCONNECT NITS SHALL PROVIDE WATERPROOF IN LINE FUSE PROTECTION. ALL CONECTIOS SNLL BE MADE WITH COMPRESSION ' FITTINGS. UPON DISCOIECT, THE FUSE 9AU, REMAIN 1% THE LOW SIDE OF THE NIT. THE FIRES BALL E LOCATED IN TWO LOCATIONS, THE FIRST BEING LSIOE THE HAG HOLE AT THE BASE O ' THE POLE Me THE SECOND BEING PROVIDED FDA THE COMPLETE STREET LIGHT SERVICE (IF YECIFIED) SHALL E LOCATED IN A TYPE -a- XRGTION BOX AS MEAD AS PRACTICAL TO THE ELECTRIZ A. UTILITY COPAHY'S VAULT OR POLE (SOURCE OF POWER FOR THE SYSTEM). FUSES FURNISHED FOR ALL LliNTING CIRCUITS SHALL E CAPABLE OF WALING THE OPERATING VOLTAGES OF THE CIRCUIT INVOLVED AND 94ALL HAVE THE FOLLONUG ' CHARACTERISTICS: 1. FIRES BALL E CAPABLE O INDEFINITELY SUPPORTING 1101 OF THE RATED LAC. 2. FUSES 94ALL E CAPABLE OF SUPPORTING 135%O' THE RATED LOW FOR APPROXIMATELY CE HOUR. 3. A LOW W =% OF RATED LOAD WILL EFFECTIVELY CAUSE INSTANTANEOUS BLOWING OF THE FUSE. ' A. FUSES SHALL BERATED AS LISTED BELOW no BE 9W SI2EO TO Pli THE FUSE CONTAINERS FURNISHED d THIS N43ECT, ACCORDING TO THE MANFWTUER•S RECOaENDATIONS THEREFOR: UMINAIE SIZE SERVICE VOLTAGE 2ADV 1,000 W USA 400 W JOA ' 250 W 104 200 R IOA 175 R IDA ' 150 W IDA 100 W 10A 5, FUSES SMALL E LL LISTED 9 29 8 T A". CROSS ARMS AO TIE ROD - DELETE ' e 29 p V Att •RAMRFO W (REPLACEMENT SECTIONi BALLAST FOR 141OH PRES9ME SODIUM VAPOR LAPS SHALL BEDESI04M TO gHOPUC,Y OPERATE 1O0 MAT` 55+, ' 150 WATT SSl, 200 WATT 566, 250 MATT 550, 400 WATT $51. BALLASTS FDA M.P. SODIUM VAPOR LAPS SMALL E AN INTERNAL 240-VOLT REGULATOR-TYPE (HIGH POWER FACTOR). ' THE BALLAST 94ALL E PE-NIED TO THE LAID SOCKET WG TERMINAL BOARD. THE BALLAST SHALL WAVE AS ALLOWABLE VOLTAGE VARIATION OF LESS THAN 10%. N0 CAPACITOR, TWaORER, OR OTHER DEVICE BALL EMPLOY THE CLASS OF C04KKMS IDEN*IFIE: AS pMyDLORINATED BIROMS (P.C.B.) AS DIELECTRIC, COOLANTS, DR FOR ANY OTHER PURPOSE. EACH ' BALLAST BALL HAVE A NAME RATE ATTACHED PEANAENTLY TO THE CASE LISTING ALL ELECTRICAL DATA. 1 541Aw tat SDecifiatims (Rev 01127166) Pape 53 9-29.10 LUINAIRES (REP ACEMEM SECTION) ' ALL LUMINAIRES S ALL BE Or THE DISTRIBUTION TTPE BO NATTA(E INDICATED IN THE PLM6, LUMINAIRES 94\.L HAVE A Cps'-pLU INU, N5EINC PROVIDING FOR A SLIP-FITTER TYPE TW/TING AMC , CAPABLE OF ADAPTING TO A 2-14> DIAMETER PIPE TEND,. LUMINAIRES 9MLL BE O THE COBRA HEAC STYLE WITH AN OVATE REFRACTOR (CROWED LENS) rap c. ' Alp A CLEAR FLAT LENS FDA RESIDENTIAL ROAONAY APPLICATIUFS. ARTEA;a THE LU INAIRE SMALL INCLUDE TIE POER DOOR FEATURE. t THE LUFSNAIRE S"A" NAVE A GASKET BETWEEN REFRACTOR AND REFLECTOR. A GASKET OR FITTER HATERIa SMALL BE PLAr� BETWEEN THE LAMP SOCKET AMC THE REFLECTOR, , TE MANUFACTURER'S NANE OR SYMBOL BULL BE C.EMLv HARMED ON E404 LUMINAIRE. SO LUM BE FEINAIRE 9HALL NAVE A WEATHER-RESISTANT, ANS.-APPRM0 DECAL ATTADEU TO THE BALLAST KXS:W,. ]L BE A MI FROM DOLE,, THE DECAL 9*A BE yyppAIMATELY THREE INCHES SQUARE da THE TAGS 19NLL BE A THE FOOLMUM OF TWO )FOES IN HEIGHT. THE DECAL SNLL BE �D IN COLOR WIT. LAMP MTTAGS INDICATED BY THE EOLID,IHG 'HOMES LEGEND: , T rDA 70 WATTS 25 FOR 25C WATTS 10 FOR IDD WATTS 51 FOP 510 WATTS t 15 FOR 150 WATTS 40 FOR 400 MttS 17 FOR 175 WATTS FO FOR 700 WATTS 20 FOR 200 WATTSWl FDA 1,000 MT ALL LUMINAIRES SMAL, HAVE HEIR COPOEMS SECl/EO TO THE LUMINAIRE FRAME WITH STAINLESS STEEL ' MD-WIMG NRADA WEE (NUTS' BATS, WASERS, HINGES, ETC-). THE HGUSIWG, CDPLETE WI/H IMECA3„ BALLAST, 9A.L BE ' WEATHER.TID,T. 9-29.11 CONTROL EOUIPKNT (REPLACEMENT UNLESS 97ECIr AEC OTERNISE. ILLUMINATION CIRCUITS ' ONiIWL COITA;TORS AS SNAIL BE CONTROLLED By A COMBINATION D PHOTOELECTRIC CONTROLS AND L1 NOTED IN THE CONTRACT. ' 9-29.11(1) TIME CLOCK CONTFq,S - DELETE 9-29,11(2) POTOELE-TIC CONTROLS (REPLACEMENT SECTION) ' POTOELECTAIC CONTROLS SHALL BE PLUG-14 DEVICES, Rp P0TO-CI, SAALL BE A SOLID STATE TEC TO OPERATE O! IN VOLTS, 60 MI. THE DEGREES C TO .70 DEGREES C. THE DEVICE WISH LL BE TIlWv-:M VALUES IN THE TEMPERATURE RANGE . 75 ' Pgto EEu IN A CD,!ACTOA.COMRDLLED SYSTEM. TO-CE BE OMOUNTED ONTR L THE SYSTkLyEM D, TOP O THE ED ON LUMINAIRE NEAREST TO THE SERVI / T� R CABINET. TO CONTROL THE SYSTEM BE CA BE MOUNTED SD, THE CE CONTACTOR CABINET, THE PpTO-CELL SNLL BE CAPABLE O AItCHIFG 1,000 WATTS O INCANDESCENT LOAC -OW p5 MIN. , 1 Suple+entAl smlficAtlos t (Rev 01/27/86) Page 54 ' ' 9.29.12(1) ILLUMINATION CIRCUIT SPLICES (AEPUCEMW SECTION) ' ILL SPLICES APO TAPS SMALL BE MARE USING SO.DER.E55 CALF COWECTORS W OOERGOOO CIRCUITS TO SECURELY 30IN TIE; PIPES BDIn MECHANICALLY NO ELECTRICALLY. ALL SPLICES SMALL EWLDY EPDXY RESIN FILLED IN CLEAR "TIE HOLDS TO FORM A WATER TILT SEAL. ALL MATERIAL USED IN THE SPLICE KIT ' SMALL BE COPATIBLE WITH THE BIKE AN) ITS INSULATION AS USED 9N THE LIGHTING SYSTEM. 9-29.13 TTAPTIC SIGNAL CONTROLLERS (REPLAC!" SECTION) ' THE UNIT SMALL OPERATE G1 120 VOLT, AO CYCLE, SINGLE RASE ALTERNATING CUMENT AND 914LL USE TIE POWER LIPS ATEQEACV AS A TIME BEY. THE TRAFFIC SIGAL CONTROLLER SMALL MEET THE REDUIRMWS OF THE NATIONAL ELECTRICAL mAUACTUERS ASSOCIATION (REARM) STANDARD RBICATIONS. ' MWOV4TS SUCH AS RESISTORS, CAPACITORS, DIODES AO TRANSISTORS SIML_ BE INDIVIDIJLLY RERACEABLE UTILIZING APPROVED STANDARD SOLDEA1W TECHNIQUES. INTE(RAtED CIRCUITS 90LL BE MOUNTED IN SOCKETS NO 94ALL BE EASILY PIEKACEABLE WITHOUT SOAERING. ALL COPOENTS SHALL BE STANDARD CFF THE SHELF- ITEM. TIE TRAFFIC SIGNAL CONTROLLER SMALL BE CAPABLE OF INTERFACING WITH TIE MLTISMIC REAL. TIME, ' MASTER COMPUTER, THE CONTROLLER SMALL BE CAPABLE OF BOTH GN-LIE OPERATION (CONTROL BY TIE NLTIW NIC MASTER COMPUTER) AMC STORMY OPERATION, tIE C'DNTIOLLEA SMALL ESTABLISH THE SEDUEN7E OF SIGNAL ROSES. IMMUDING OVERLAPS, IN CON'OMWNCE WITH THE STOW, PHASING DIA(RAN ON TIE PLANS. t 001 OPERATING TIM" THE %N LIE MASTER COMPUTER (NLTISONIC MASTER) THE CONTROLLER SALL BE C/PNLE OF OPERATING EITHER IN A FIXED TIME MODE OR IN A FULLY-ACTUATED METE WITH VOLUME DENSITY ON EACH RASE AS REONREC. ALL CLEARANCE TIMING AHD PEDESTRIAN TIMING SMW.L BE ACaWLI9ED AT THE LOCAL INTERSECTION. ' 9-29.13(2) FLASHING OPERAT•.I5 (REPLACEMENT SECTION) FLASH WIT 94ALL BE A TWO CIRCUIT TYPE, CAPABLE OF SWITCHING LOADS OR TO 1DDO WATTS PER CIRCUIT ALTERNATELY AT A RATE OF 60 FLASHES PER MINUTE PER CIRCUIT, PUS OR M1MIS TWO FLASES PER MINUTE. 9.29.13(3) EMERGENCY PRE-EMPTION (REPLACEMENT SECTION) EMERGENCY VEHICLE PRE-EIPTION 94ALL BE FURNISHED EITER AS SEPARATF WITS OR AS MOLES THAT PLUG DIRECTLY INTO A RACK WIRED TO ACCEPT 3-M DISCRIMINATOR TYPE WITS. THE PRE-EWTION SYSTEM OPERATION SMALL BE COPATIBLE WITH THE 3M C(OMPµY 'ORTICOW SYSTEM WHICH TIE CITY OF RENTON I5 OANENTLY USING NO SMALL BE CAPABLE OF BEING ACTIVATED BY THE SAME TRANSMITTERS. WEN A PPE-EMPTION DETECTOR DETECTS AN EMERGENCY VFHUCLE, THE RASE SELECTOR SIKu HOLD THE CONTROLLER IN THE REQUIRED RASE OR ADVNCE DIRECTLY TO THAT RASE AFTER OBSERVING ALL VEHICLE CLEARANCES. THE RASE SELECTOR SHALL HOLD THE CONTROLLER IN THE RASE SELECTED UNTIL THE DETECTOR NO WNCER DETECTS THE EMERGENCY VEHICLE. ' WHEN THE PffM SELECTOR 15 RESPONDING TO ONE DETECTOR, IT 94ALL MDT RESPOND TO ANY OTHER DETECTOR (MIL CALLS FROM THE FIRST DETECTOR ARE SATISFIED. INDICATOR LIGHTS SHALL INDICATE POWER ON, ' SIGNAL BEING RECEIVED, CHANNEL CALLED. SWITCHES SMALL CONTROL SYSTEM POWER AMC SIMAATE DETECTOR CALLS FOR EACH RASE. ' 9-29 13(A) WIRING DIAGRAMS (TEPLACD9W SECTION) THE CONTROLLER CABINET 94ALL HAVE A WATEWWOF ENVELOPE MITH A SIDE ACCESS ATTACME. 'O THE MICE OF THE CABINET D". AT THE TIME OF DELIVERY THE ENVELOPE SMALL WAVE FOR COPlEtE SE-S OF SCEMATICS AND MORALS FOR ALL ASSEMBLIES APO SUB-ASSEMBLIES. SupisentA: SpecUlcetim5 (ROY OS/27/86) PApe 55 9.29.1)(6) RADIO 11IIERFEAEIa J*AESM (RMj3XNT SECTION)1 A Cn11ELL-01AILER RADID INTERFERENCE FILTER HT 10601-1 30 MPS OR EQUIVALENT SHALL BE USED TO 1 FILTER THE A.C. POWER, MCITIO/ALLV, AL- POWER SUMIES SIMLL NAVE HDISE DI MTV FROM OTHER DEVICES WITHIN THE CABINET. 9-29.13(7) TRAFTIC-ACTUATED C04TFDLLERS (IEPLACEMM SECTION) 1 ALL TIMING FLACTIDLS AND I PlJT AND OUTPUT FEATURES FOR RAyY.ACTUATED, VOLUME-DENSITY OPERATION SHALL BE RTOV:DEC IN ALTOHDACE WITH NEMA STANDARDS. 1 THE CONTROL-ER SHALL PRUVIOE FOR SETTING EACH TIMM INTERVAL BY WEANS OF POSITIVELY CALIBRATED SETTINGS. THE TINOG FUNCTIONS SHALL s ON PE FRONT OF TIE MNTROLLFR UNIT OR 944LL HAVE 1 MEYBOMD ENTRY MD LIQUID CRYSTAL uISPLAV. FOR TIE STANDBY OPERATION, THE TRAFFIC SIGNAL CONTROLLER SILL INLME ALL CIRCUITRY REQUIRED TO PROVIDE ALL TIMING AND ALL FUNCTIONS FOR SIGNAL OPERATION IN A FU4.LYrPCTUATEO NODE. STANDBY OERATION SHALL AUTOATICALLY OCCUR UPON OPENING OF 1 INTERCONNECT LINES, FAILJE OF CENTRAL MAS-ER COMPUTER. OR WHEN SPECIFIED BY THE RASTER. TIE STANDBY OPERATION SIV-L FOLLOW AND BE COINCIDENTAL IN PHASE TO 7*7 RASE BEING DISPLAYED AT THE START OP STANDBY OPERATION. TRANSFER FROM COMPUTER SUPERVISION SILL NOT CALL UP A STARTING YELLOW. 1 9-29.13(7)A ENVIRONMENTAL, PERFOgVWCE AND TEST STANDARDS FOR SOLID-STATE TRAFFIC CONTROLLERS (REPLACEMENT SECTION) THE TRAFFIC SIGAL CONTROLLER ASSENMIES, INCLUDING T{ TRAFFIC SIGNAL CONTROLLER, AUXILIARY 1 CONTROL EQUIPMENT AND CABINET SHALL BE SUP TESTED TO THE SATISFACTION OF THE ENGINEER. TESTING NO DECK-OUT OF ALL TIMING CIRCUITS, RASING AC SIGNAL OPERATION 9A1 BE AT THE CITY OF RENTON EIOAL SDP, RENTON, WASHINGTON, THE SIGNAL SHOP WILL NA/Q SPACE AVAILABLE TO THE CONTRACTOR FOR THE REQUIRED TEST DEMONSTRATIONS. THE CONTRACTOR SH LL ASSFIBE THE CABINET NO RELATED SIOYL CONTROL EQJIREIiT READY FOR TESTING. A COMPLETE 1 OMNSTRATION BY tit CONTRACTOR OF ALL INTEGRATED COMPONENTS SATISFACTORILY FUCTIONING SHALL START THE TEST PERIOD. ANY MALFUNCTION 54ALL STOP TIE TEST PERIOD UNTIL ALL PARTS ARE SATISFACTORILY OPERATING. THE TEST SHALL BE EITENDED UNTIL A MINIIAM OF 72 HORS CONTINUOUS SATISFACTORY PEW06WANCE OF THE ENTIRE INTEGRATE 1 SYSTEM HAS BEEN DEMONSTRATED. THE DD0fi1HATYN BY THE CONTRACTOR TO THE ENGINEER Or ALL COFUENTS FUNCTIONING PROPERLY SHALL NOT RELIEVE THE LVNTRACTOR O ANY RESPONSIBILITY RELATIVE TO 1 THE PROFR FUNCTIONING OF ALL AFOESTATED CONTROL GEAR WHEN FIELD INSTALLED. 9-29.13(7)B AUXILIARY EQUIPMENT FOR TRAFFIC ACTUATED CONTROLLERS (REPLACEMENT SECTION) 1 POWER SWITCHES THERE SHALL BE A MAIN POWER SNITCH IN57DE THE CABINS- THAT SHALL RENDER ALL CONTROL EQUIPMENT 1 ELECTRICALLY DEA, WHEN TURNED OFF, THERE SHALL BE A CONTROLLER POWER SWITCH TAUT SHALL RENDER THE CONTROLLER MD 'OAD SNITMINC DEVICES ELECTRICALLY DEFT. WHILE MAINTAINING FLASHY.. OPERATION FOP PURPOSES O CHWGING CONTROLLERS OR LOAD SWITCHING DEr:CES, 1 1 1 1 SWI~tAl SDWCi YiCAti0M (ROV 01/27/56) PRQA 56 1 ' T B CRMTIMED ' T!K BYPASS SMITOM NTEASECiI L THE N IS PLACED ITCH IN TIE OPERATION. AS TROLLELER AFROM �yy7 FLASH S�L IMMEDIATELYggT !ON E Ifl� 91IT01 BYPASS THE STOP TIME SYIT01. IF iK CYCLIM. TIOM r BYPASS SWITCH THE FAIL SAFE RONI7OR, R7ECTpq TEST SAliCN EAMITMbPA11 O°ENATIQU AN1+t E THE INTERSECTION SMALL ISTO° The I"DEPRESSED SAC ' EACH VaICLE N FLASH SWITCH SmIALL PLACE 4 NTARY (SPRING C�'EN1EtDE 011LETf� LAMP�3 CALL O.�rRIAN PHASE 344LL HAVE AIiBRESPECTIVE SIGNAL PHASE.0E7ECibi TEST SWITCH. ' CONVENIENCE OUTLSMALET URN PROTECTED WITH A ' CIRCUIT SMALL BE 1 ED N THE MAIN CABI�AALLT INT a✓PrER AND AN :NCAMCE RC111T 'OR TIC' FAIL $g UNITT BREAKER RATED A7 1p N'F'S LAM' SHALL BE PROVIDED. THIS THE ALL FAIL SAFEIN1t SNRLL RJR MatiQR BOTH iNE POSITIVE INDICATIONS SHALL NOT PEDESTR14N AND NEGADICATIONS TIVE FQMi IN�ITSLATEESE'M FLASHING OPERATIOUE LONGENOUGH TO O BET VISIBLE TO p DURATION OF OI � A.C. SINE THERE WAVE rm OR SHALL BE A YISWL INDISTS OR CATION ONFENESTRn AWS �°RE TM CONFLICTING RtTEC7 LIGHTING EES=R7 "I ORE HAS PREEMPTED XML ' FRTOR THEOM CONTROLLERTA E L HAVE AN INPUT VOL MACE FRQN ANY VOLTAGE FIELD ■ SURGE ROLLER TNgT SELL PROTECT 7 ----�IRIMC TERMRMS�S THAT CGIAD DAMAGE i CONTROLLER PROTECTOR � OF ITS COpoeWS.HE CONTROL INPUT THERE SWtll BE A BE NUMBERED IN SYS TERMINAL STRIP D4NCE WITH THEFOR f7E10 MIRIMC THE CONTROL TEN IS USED THE SCHCH LER STRRIP 5 ILLUSTG SCHEO DTI FOR ORANhCA SRAUiBINET WIRING I THE DIAGRAM OTM M�'E Rn15,CABINET IF ATEAM INMLS gpLL '' NN a< 6 TERMINALS SHALL VBUS BAR MTM 4U E THE FIELD MIRING DEL E� Tejo,lNALi Rro C�'PIUTER INTERFACE W17 DED, Q' !S TERMINALS AC VtE THE tEM,N, C OAC BAR YI TN A ' INTERFACE CORNDIRECTLY ICATIDN DEVICES L-ATROL Or ITKO I THE CONTROLLER CASE. DESIGNED AS SIP ARPTE SHALL BE INFORMATION AND REIVIND RY/D SHALL BE CTION AleCO MHIC TTON OEVICFS SWILL ORtS ASMODULES THAT RlC ' EMPLOY TT LATEST CAPABILITY SIO K RRC�ISONIC jpSroTERK 7H TFRaAr OCETEctORD MDUp IS U CQPL TER THE NAL GNAL FOR THE BI.p�MIAtE.OF.ART EFFCO TE RASTER COMPUTERU WIT AMC TNE�IIRtEER ALL IN CO FORN,J'BL ES AND T1E INTERstCTION.MIALCOHNUN Ai10N CrCE SHALL '"CODING, ia M.tT1REXING TECMM DCC II HICAT�ION OE CT ES.ES. IN AND CQ'MAD INFORMATION BETWEEN 1.1�R� PROM ER COMPUT S�� 0al 50*c B6)TlcAt,., F g,, ST 9-29.13(7)D MNTROLLEF UBINETS (REPLACEMENT SECTION) a EACH TRAFFIC WNTRO.�ER G102NET SWXLL PROVIDE A REATE)PROOi .MOLISING AID MNVE THE FOLLOIIHG REQUIREMVNIS: 1. CONSTRUCTION SHALL BE OF SHEET STEEL, 2. THE CABINET SMALL CONTAIN SHELVING, 91ACKETS, RAGS, ETC. TD SLi4ONr THE CONTROLLER AND ALL , AUXILIARY EQUINEMT, 3. THE CABINET SNALI. NE OF ADEQUATE SIZE TD MOPMV NOISE THE CONTROLLER AND ALL AUXILIARY EQUIPMENT AO ANY REQUIRED APPLRTENACES. A. THE CABINET BALL HAVE A FILTERED AIR INTAKE AND A VENT FAN, THE AIR INTAAKE FILTER SMALL HE CAPABLE OF IMPEDING FOREIGN BODIES, SUCH AS DUST, LINT, ETC. THE VENT FAN SWILL BE IN 'NE TOP OF THE CABINET AND ' TEROST.ITIFALLY CONTROLLED, 5, PE CABINET DOOR $HLL NE PROVIDED WITH THE FOLLQWING: ' A. THE MAIN DOOR GF THE CABINET 9NALL IN_ A TWO POSITION BAR STOP AND SMALL BE SECUFD WITH A Co"'" TYPE 2 LO3K, THE MAIN OIXAM. SMALL ALSO CONTAIN A PRICE DOOR WIT, A CONVENTIORL POLICE LOOM, INSIDE THE POLICE PANEL THERE SHALL BE A SIGNAL ON-OFF SWITLH WMIOR SMALL PROHIBIT ANY SIGNAL DISPLAY ION TNE FIELD BUT RILL ALLOW THE CONTROL , EOUIRENT TO OPERATE WHEN PLACED IN THE 'OFF' POSITION. A SECOND SN" SHALL BE TIE AUTO-FLASH SWITCH, WHEN RACED IN THE `FLASH" POSITION, CONTROLLER POWER SMALL REMAIN ON AO CONTROLLER 94A L STOP TIME DEPENDENT ON SWITCH SETTING ON THE AUXILIARY PAWL ' DESCRIBED LATER. D. THE CABINET SHALL HAVE A METAL ETCH PRIMER COAT UNDER THE FINISH COAT, THE FINISH PRINT COAT 91011LL BE A OMB.E ALUHINUM DR K"ERTOE GRAY, OR SIMILAR IN COLOR, CAPAOLE OF ' PREVENTING RUST FOR A MINIMM O FIVE t5) YEARS, C. BOTH DOORS (MAIN NO POLICE PAWL) 91ALL HAVE OE-PIECE WEATHER-PROOF NEOPRENE GASKETS, 9-29.15 FLASHING BEACON CONTROL - DELETE , 9-29-16 VEHICUAR SIGNL HEADS (REPLACEMENT SECTION) VEHICULAR SIGNAL MEADS SHALL HAVE THE LENS SIZES AS 94DN ON THE SIGNAL PLANS, VEHICULAR STGNk , HEAD MMINGS SHALL CONSIST OF SEPARATE SECTIONS MO BE EXPANDABLE TYPE FOR VERTICAL WANTING. LENS SMALL BE GLASS AND HEFT I.I.E. SPECIFICATIONS FOR LIGHT OUTPUT, 9`29 16I2)A OPTICAL UNITS (RDA,AFEMWMT SECTION) , THE HEAD OPTICAL UNITS SMALL CONSIST OF LENS, REFLECTORS, LAP HOLDERS, AD TRAFFIC SIGNAL LAWS , VISIBLE TO THE TRAFFIC BEING CONTROLLED AT DISTANCES FROM IG FEET TQ SOD FEET DOER ALL LIIM AHD TRAFFIC CONDITIONS EXCEPT DENSE FOG. ALL B INCH COWNTIOMPL HEADS SHALL EMPLOY 67 OR 69 WATT TRAFFIC SIGNAL LAPS RATED FDA 130 VAT OPERATION, 595 MINIMM INITIAL LAENS, 665 MINIMUM INITIAL , LUMENS, BOND HR. RATED LIFE, 2 7/16 DO LIGHT CENTER LEMOTM, A-21 91LB, MEDIUM BASE, REAR IN COLOR, TWELVE INCH CONVENTIONAL HEADS SHALL BE FURNISHED WITH 165 WATT TRAFFIC SIGNAL LAPS RATED FOR 130 VOLT OPERATION, 1750 MINIMA INITIAL LQEMS, BODO HR RATED LIFE, 3 INCH LIGHT CENTER LOGIN, P-25 BULB, MEDIUM BASE, CLEAR 1%COLOR. ALL BULBS SHALL BE INSTALLED WITH THE FILA E T OAEMING POINTED HP. ALL SIGNk LENSES SWLL BE OF THE COLOR, SIZE AND SHAPE AS INDICATED ON THE CONTRACT PLANS AX` SPECIFICATIONS. THE LENS DESIGN SALL GIVE AN OUTWARD AD DOAAARD DISTRISJTIOM OF LIGHT WITH A MINIMA ABOVE THE HORIZONTAL. THE LENS SHALL BE GLASS AND SMALL Fit IN TO A NEDWIEE GASKET IN SUCH A WAY TO RENDER THE INTERIOR OF THE LENS AND REFLECTOR WEATHERPROOF AND OUSI-TIG 1. THE REFLECTOR 9VL, BE ONE PIECE, ALZEK ALUMINUM CONFORMING TO I.T.E. STADAROS. THE OPTICAL UNIT 94LL BE DES10ED TO PREVENT ANY OB]ECTIOARE REFLECTION OF THE SN�S RAYS EVEN AT TIMES OF THE DAY WHEN THE SUN HAY SHINE DIRECTLY INTO THE LENS, SAA1WAr,ta1 Spec171cat1APv ' (Ra. 01/27/86) Page 58 9-?9,16(2)E PAINTING SIGNAL HEADS (AMACEMENT SECTION ' SIGNAL MEADS. INCLUDING OUTSIDE OF VIS(PS NO BACK OF BACK PLATES SMALL � F1N7 S q COATS NED WITH TWO OF FACTORY.ARLIED TRAFFIC SIGNAL YELLOW &A(ED EIUIEL. iKE INSIDE OF THE VISORS AT(. FR04T OF RAC, RATES SWBL BE FINISHED WITH TOO COTS OF FACTORY-M}L.ED FLAT BLACK EWWEL. ' 9-.J.16(3) PRYCM19ONATE TRAFFIC SIGWL HEADS _ —_ OELc1 E 9-29.16(M)A B INCH ROL tARWNATE TRAFFIC SIGNAL' - DELETE 9-29.16(5)9 12 INCH POLYCAPBGNATE TRAFFIC SIGNAL NEAp4 - Of -E ' 9-29.17 SIGNAL HEAD MDNTING BRACKETS NO FITTINGS SECTION) VEHICLE AM PEDESTRIAN LEAD MDNTIHC WIRDAVE SHALL BE AS INDICATED IQ ON THE CINTRAC7 PLANS NO t DETAIL SLEETS. ALL INTING HAROMARE SWLL BE PAINTED WITH TWO COATS OP FACTORY APPLIED TRAFFIC SIGNAL YELLOW BA%Ep EHAWEI. %-29.1—�DETECTOR (REPLACEMENT SECTION) ' DETECTORS SHALL BE USED FOR ACTUATION OF TRAFFIC ACTUATED OPERATION. DETECTORS SHALL BE EITHER CDNTR(LLELO AND TY SYSTEM DETECTIONSPECIFIED IN TIE CONTRACT. MAGNETOMETER TORE, IHOUCT:(N LOOP TYPE. OR OTHER TYPES AS ' 9-29.20 PEDESTRIAN SIGNAL (REPLACEMENT SECTION) ' R.DESTRlAN SIGNAL HEADS SHALL BE THE AEON GRID TYPE, OR OTHER TYPES AS SPECIFIED IN TIE DOIIRACT. THE NERDS BALL DISPLAY TRO SYMBOL MESSAGES. •NWO• (FOR THE DO NOT WALK MOM) IN PORTLAND ORANGE AND 'MAN• (FOR THE WALK MODE) IN LUNAR WHITE. TIE MESSAGE MODRLE SHALL CONSIST OF TWO NEON OAS TUNS ENCLOSED 11 A MOUSING "ME OF POLYCARBWATE PLASTIC. THE LENS WATERIAL SHALL BE POLYCABONATE PLASTIC. HOUSING$ WALL BE DIE CAST ALUNINIM AND SHALL BE PAINTED WIM TWO COATS OF FACTORY APPLIED TRAFFIC SIGNAL YELLOW BLED CWIEL. THE VISORS SAIL BE FLAT BLACK IN COLOR. ' 9-29.20(2) NEON GRID TYPE (REPLACEMENT SECTION) ALL NEON (AID HEADS SHALL BE EQUIPPED WITH Z-CRATE TYPE VISORS MADE OF POLYCAROONA•E PLASTI: ' DESIGNED TO ELIMINATE SUN PHANTOM. THE MESSAGE MODULE SNAL. BE PROVIDED WITH ELECTRICAL CONTAC*S WHICH PLUG DIRECTLY INTO RECESSED CONTACTS IN THE rRNNSFOWER ENCLOSURE WHEN TIE MODULE 15 IN ITS PROPER POSITION. THE POWER SUPPLY TO OPERATE THE MESSAGE MOOLUE SHALL BE 115 V4 WITH THE -HAKE. ' SYMBOL OPETWTING ON A 45 WATT MAX. AND TIE 'MAN' SYMBOL OPERATING ON A 58 WATT Mix. t-29-11 BACON - DELETE t9-29.24 SERVICE CABINETS (REPLACEMENT SECTION) TIE SIGNAL/STREET L1041ING SERVICE CABINET SHALL BE AS UO:LATED ON TIE CONTRACT PLANS NO DETAIL ' SEEDS. ALL 0.ECTRICAL CONDUCTORS, BUSS ERRS AND COWU[TOR rEAW14kS SALL BE COPPER OR BRASS. THE CABINET SHALL BE FABRICATED FROM GALVANIZED COLD ROLLED BEET STEEL. WITH 12 GNIf.'E USED FOf EXTERIOR SURFACES AND to GAUGE FOR INTERIOR PANELS. DOOR HINGES SN& E TIE CONTINUO CONCEALED ' PING TYPE AHD NO SCREWS. RIVETS OR BOLTS SHALL BE V!SIELE OUTSIDE THE TIC.DSyNE. THE CABINET DOOM SL4.L BE FITTED FOR 4 BEST INTERNAL Cx TYPE LOOT. THE CABINET SNAIL LAVE VENTILATION LOUVERS ON THE LONER MEN UP"ER SIDES COMPLETE WITH SCREENS, FILTERS AND WAVE CABINET DOOR SHALL HAVE A ONE PIECE WEATHER PROOF NEOPRENE GASKET, RAIN TIGHT GA9(CT4, THE 1 t SHgleWer,tel SPAci FScetia (Rev 01/27/86) PAW 59 9-29,2A(1) MINIM (AEPLAC.fsET.' SECTION) THE FINISH COAT SHALL E A FACr(AY BHTlEO ON DoweL LIw MY iN CR.(F. TIE GALVANIZED RWACE ' 94ALL E ETCHED BEFORE THE BASED ON ESANEL 1S APPLIED. THE INTERIOR SHALL E GIVEN A FINISH CHAT OF EXTERIOR GRAM OF WHITE METAL ENAW_ 9-29.24(2) ELECTRIC& CiRWIT BREAS2S AC CONTACTORS (iEpLZE)CNT SECTION) ' THE ELECTRICAL CIRCUIT 9CANERS 40 CONTACTORS 91ALL E AS IMICATED ON THE a NTRACT ►LANE NC , DETAIL SHEETS. THE FOLLOWING EDJIPHEW1 SHALL E FEATUIED WITHIN THE CABIWI: 1, NaL circuit Brooker 2. BtaNWvi CleCult brNkars ' 3. Utility Plug (120 volt-20 AW cateo) G.F.J. TYPL A. Light contro' test s.1tLnh C120 vast-15 YAP) 5. Contact r relay for aecn circuit 6. Dmnle pole brahrn bracket (a) for lighting circuits (240 volt) 7. One 120 volt, 20 GAP single Pole braMR breaker (tor utility olNgs) S. Type 3-Aingje ONASR 120/24C wit gronAso neutral service 9. Oft 12D volt AD No single ,Pale branch breaker (signal wrvlce) ' 10. Complete orwisions for 16 breaker poles il, Name Plot" DOWM011- black with white engraving except the ftlh breave- ehi_h poll be rc^ with white lettering, All now, pletes cull be att&CtW by S.S. screws. ' 12. meter base stuns are Hwnecessacr 9-29.25 NKIFIER, TRANyDNER AM TERMINAL CABINETS (REPLACEIENT SECTION' t THE PLE N]NTED TERMINAL. BOX SHALL E LADE OF MIXED FIBERMASS, E My 14 CCAAR, E APPROxIHATEL, 10- HION A BY WIDE v A• IEEP AND HAVE A NINIKA,T 16 TERMINALS ON THE TERMIAa. BLOCkS, THE BOX SHALL E WEATHER TIW, HAVE A SINGLE DOOR WITH CONTINIgb wINM ON OE SIDE AND ' SCREW HOLD DOWNS ON TIE DOOR LOCMSNG SIDE. ALL HARDWARE WILL E STAINLESS STEEL. 9-3D.IA DUCtlLE IRON PIPE (PARTIAL REPLACEMENT SE^TI(N) ' PARA(RAPH 1: REPLACE `GLASS 53 And CLASS 50` WITH 'CLASS 52• 9-30.3A GATE VALVES (PARTIAL REPLACEMENT SECTION) ' REPLACE PARAfItAPH 1 WITH: VALVES 94ALL E OESIONED FOR A M(NIMIM WATER OPERATING PtESSLE OF 200 PSI, GATE VALVES SHALL , E IOWA LIST le, MAELLER MWANY No, A23B0, IN,C1rIC STATES, U.S. HETROPRITAN, 00mv, OR RAH, APPROVAL OF VALVES OTHER IMAM HDDLS SPECIFIED SHALL E OBTAINED PRIOR TD BID OPEw/HG. , ALL GATE VALVES LESS THAN 12- IN OIAaETER 90L, INCLUDE IN 0- x 24• CAST IRON GATE VANE WV AM EXTENSIOSo AS REW:RED. ALL 12k DIAHHETER AND LARGEP GATE VALVES 9AlL E INSTALLED IN A VAO_i, SEE WATER STANC-: nt'A:, FOR 12- GATE VALVE A55ENBLY VAILT Np la BYPASS INSTALLATION, 9-30.SE VALVE WkRaP POSTS (PARTIAL REPLAC,EIENT SECTION) REPLACE PARAGRAPH I WITH: VALVE MARKER POSTS 94LL E INSTALLED AT 14 DISCRETION OF THE CITY IN THOSE LIPAVEO AREAS WHERE THE TO' OF THE VALVF BO1 COILD E COVERED By HEEDS, 94(6S, BAN, OR OT 51 WITERIALS. THE VALVE WORKERS SMALL E FABRICATED AND INSTALLED 14 CONFONANCE WM THE STANOARO OAAWlq,,, t S.pI~tal Soaciftcotion , (Rev 01"7156) Pape 60 9-50.5 HR9IAVTS (IEPL E!!K T SECTIa) ' FIRE NIWWTS 9Ru. BE IORA. OR N4OVED EARL. APPROVAL MUST E OBTAINED PRIOR TO BID OPENING. 9-50.5A EN) NIECTI0NS (NEPLAILENT SECTION) WOAN'S SHA.L BE CONSTRUCTED VIM KCH9MICAL JOINT O)AECTION IALESS OTHERWISE SPECIFIED IN BID PROPOSAL OEYAIPTION. 9-50-% HYDRANT DIMENSIONS (PARTIAL REPLAACEWMy SECTION REPLACE PARAGRAPH 1 RITH: FIRE HYDRANTS SRLL SE COEV TVPE (OPENING \IM THE PRESAI!) COKOMING TO AA1 C-504-90 WITH A 6 INCH iN.ET AO A M,V.0. U 5 1N'ES. TWO 21/2 INCH NOSE ND'2I.ES WITH NATIONAL STADon 7 1/2 THREADS PEP INCH AND ONE A INCH PILFER NBZ&E WITH THE NEW BATTLE PA-TERN 6 T41EADS PFR IMCH. 60 DEGREES V. THREADS, O.D. THREAD 4.075 AO ROOT DIAMETER 4.6263. 1-1/A• PENTAGON ' OERATIHG NUT OPENED By Nb.NG CANTER CLOOAISE (LEFT). FIRE HTJWS SML: BE ION OR APPROVED EgUAL. APPRWAL MAT SE OBTAINED PRIOR TO BID OPENING. t9.50.78(1) FOUOATION MATERIAL CLASS A NO CLASS B (PAP�TAL K lACD9W SECTION) ' PARAGRAPH 1, REPLACE 1ST S"ENCE WITH: FOLMATIRN MATERIAL Y 'S A AD CLASS B SHALL BE CTi,yEp fAAAAAR HRTpi"HL AND SHALL WKOM TO THE FOLLOWING GtAW,lO6 REN TESTED IN ACCOIIDWN BIT, AST,0,22, ' 9-50.70)2 FOAOATION MATERIAL CLASS C - DELETE t t t t ' Sup1HHnN.PtA1 SOAC1 Flatlorx (Rer 01/27/86) PA9e 61 SPECIAL PROVISIONS 1 tM OF MUM eater Project a - 775 a• matermain Installation Ponoerma Estates N.C.W.D, 059 eater Systm Transfer 3'ECI11L PtO MEM ' i-m aKnKLL OF EM ' :-05.5(2) CDILSTtb1CTIm STARING (SIPPLElENTAL SECTION) Construction steclrq and As built rotes shall be supplied by the contractors s rveyor as provided ' in the supplemental specifications, end paid for As •Construction Staking, Per Lrnp Sinn^. 14F7 tEM tELATM 14O tE3015MILIM To T!E P1aIC ' 1-07.16 PROTECTION AND RESTORATION OF PROPERTY (Sli"9.EIENTAL SECTION) Private property such as plants, shybs, trees, farces, and rockarles within the Otllc right-Pf-way or Easements shall or rMved and restored to the satisfaction of the property Daher. It shall be the contractors msporeipllity to notify earn property' necessary wren St 15 facilit cessary to rem um remove s Smprovenents to ate the contractors progress, and to remove those inpmveaents to locations requested by the property owner or to restore then In their orlglna: location in es hear origirwl condition as possible. ' Such renova/ And restoration shall be considered IMIOental to the bid itm "Restore Lawn Area with Sod or Seed", a.id no further compensation will be wade, ' 7-1.1 PIPE DWfAlAtIOt FOt 010 IM116 1 1-1-11.3(09)A COrfECTION TO EXISTING 001NS (StPPLEIENTAL SECTION) The contractor shall make the mmections to the existing mains. A represmtltive from The City Water Department eno/dr KCWD a 58 shall be present At all tLaes when a cornaction or discomectldn ' is mace to either eater System. Payment for cohnectlon or disconnection shall be under the Lump Sun ltms for earn Ideation as tshown on the plans and listed in the bid items. 7-11.5(01) PIPE FOR WATER WNS (StPPLE1ENTAL SECTION ' The cost Of polyethylene encesment shall be considered Incidental to the pipe and no additional payment shall to made, 1 749 PPE .Opel bb1M6 (so $nM 7-19.1 OESCRIPTION ' This section coven the work mosssary to f ayd3 n any lnetall banded pipe Joints (electrically continuous frOM One pipe length to another) and insulateo pipe Joints (electrically discontinuous frog One pipe length to enothar). bphrkd or Insulated pipe Joints shall be provided where shown On the plans. boded pipe Joints my be constructed in two configurations. ' 7-19.3 nO TRUCTION DETAILS ' Type -A- or type •a- bonds nay be Provided at the contractor-s option. 7-19.3(01) BONGED PIPE 3DINT ' Type A Type A pipe Joint bonds consist Of 1116• x 3/4^ type ASTM 8132-66 popper tere(nal strips which are nd ' shop fused to the bell A plain and of all pipes before pipe installation. The tan tereeinal strips are Cph acted In the field after the Pipe Joint has been sonde with a 3/4• copper Jung strip ad silicon: brume bolts. The tenclnal strips ad JUMP strips shall be equal to U.S. Pipe 1 Electrobond. Type b Type b pipe Joirt bonds consist of 1/16" x 3/4• type ASTM bi32-66 copper terminal strips or s2 ANG type TN capper wl to than is field fused to the Dell process. d d a plain a of all pipes by the termite weld ' The electrical correction of the Jumper to the plpellne (pipeline say be ductile lron, steel Or cut iron As shown on the plans) yell be WCORDliShad by the teralte welding to an area of the pipe that has been cleaned Of all Protective coatings. At the comectim point an area (epprOximetely 2• square) shall be cleanwo of all insulation and coating, and • file used to abrooe the metal and expose a bright metal surface, c m ,;re pond shall be made in the used of the cleared area with tharmite exothermic weltl PetroleUM. equal caps to Ryston Laboratories or Phillips 7-19.3(02) BONDED PIPE COATINGS All abraded or damaged areas shall be coated after the weld site has cooled or the baited Joint has been Mow to provide a DerMhent corrosion Proof covering over the Pipe ad exposed wire ed. The coeilrg shall dry film be equal to '"DEC 46N-A13 coal tar aposyt And shall be bruS ed on to a minims, thickness of 20 mils. Special Care shell be taken to in csure all hard to reach areas. re coating coverage of ' 7-19.3(03) SERVICE INSULATORS hav wtsr service nav lines installed on pipelines that are equipped with boded pipe Joints gall e corpo[etion stop service insulators equal to ford Meter Company service insulators. 7-19.3(04) INSULATED PIPE .10INT ' Insulated Pipe Joints Wail be provided whenever ,.w pipelines are coranr_tad to existing pipet(nee and at the intervals InOthshown on find shall Insulated Joints Wall Oe electrically discontinuous tips Ohre pipe length to anothar, Yid Wall De in conform,,,, with AMA C11-7, C31-8. Special Provisions Page 1 7-19.5 PA'KNI Pipe Joint banding shell be payed as w81 ductile iron pipe banded end Polly-.rapped,• per lineal foot. Pipe coatings, service InaulatorS, Rd insulated pipe Joints atoll be ccraidered incidental to the Pipe W no further payaant shall be Made. 7-a t71nWM MYnrFItM IM 5TAT106 (CEV SMTIM) 7-20.1 DEWRIPTION This section covers the work necessary to fumisn and Install a cdaplete CathOWC protection test station. 7-20.5 CONSTRICTIOI MAU,$ ' Cathodic protection test stations ate used to provide a weans of oeasurfng the condition of a burled eetalllc pipeline without exposing or excavating the pipe. The test station consists of wires which are bonded to the pipe and tamd"ted in a flush-to-grade enclosure with a resovable ' cover, so that access to the wires Is easily accoipllvheo. Three types of test stations bay he used on this project, as identified on the project plans: Type T: Used on pipelines with bonded Joints (electricall) con' 'rv,wlus) Type 1: Used m pipelines with insulated Joints (electrically tvnilnuus) Type F; Used where two pipelines cross or we in close prd%Selty to each other The three types of test stations are detailed in the City of Renton -- water stanoard oetail entitled -Cathodic protection Plush counted test stetlons.- 7-20J(bll LOCATION The location and type of test station to be user ➢n this project is Identified on the project tans. Mere the test station locations are accurately dtwMsiaed, the contractor stall locate ' the stations at these locations. Mare the test station locations are not accurately dinansioned or are dlagreV%tiC In nature, the City reserves the right to Identify Locations in the field. Mire the City does not locate the test stations, the Contractor shall do so and shall locate the ' stations such that the teminal boxes are ant unsightly, or a public nuisance, or in a location where the test station's useful lift coy be mound. 1-203(621 010.E The wires ftoa the buied pipeline to the terminal pluck shell de type Tan stranded copper 12 MC. tone wires shall be direct buried and shell in all cases be at least 24" below finished grade (except in the terminal block riser pipe). The wiry shall be installed with a 6- dieweter loop at both ends to prevent earth settling frow, straining the correction joints. Insulation colors shall oe as follows: ' 1. Rentm Baxied Pipe (Type T) _ shim 2. Renton Insulated Pipe (Type 1) - tahite (Bonded Sloe) ' - Black (tsoonded side) }, Foreign Pipe (type F) - aim A. 21ne Electrode - '+ellm 1 spacial Provisions Page 2 7-20.3(03) WIRE Y MIOTI04S ' The electrical Connection of the VIM to the pipeline (pipeline ay be ductile iron, steel or cast iron as mere on the plans) shall be hNRonNplished by thervate welding to an area of the pipe that has peen C1aeNp of all rrotwtive coatings. At the 'veCtion point an area (apprmriaately r :arse) stall be cleared of all --ation and eating, ad a file used to brae the total and SxPpse a bright metal Surfce. The vice beta shell he nee in the Canter of the Cleanid area with thMite exothermic veld cps ' earal to Royston Laboratories or Phillips Petrolew. All abrdd or damaged areas shall be catty after the weld site has cooled to OrOw'de a pmmarant corrosion proof covering over the tripe and expOW win ad. The eating shall one earl to TMWC 46s 413 cal tar epoxy and shall one br3hm4d on to a minimum m day file thickness of 20 all:. Spacial am stall one taken to Woure complete sating coverage of all hard to reach arms. At the Contractorls ptim, the win ends my to attached to the copper Jump strip at the bolt Joint on bonded pipes, in lieu of the Varaite sold proasa. Tea µm Snell be taminatd In a rig-toner lug and the lug bolted with the ,(Lamp strip- Coat the jump strip and the bond Joint as Specified above. The electr!Cµ connection of the wires to the test Station terminal bloc. Shall be with crimp-on aped, lug teminLLs, eft soldered to the teraiml block baton bolt tightening. 7-30.3(oa) RUSH MT STATIONS ' Tha test alltlam Snell be lxatd 85 Brown M the drawings and specified hanln and stall consist of a stanard taw long valve 80S (e(*rl to 01ympic Type 8) that Is set to grade In A cast in plea rnhonte Blab that IS 6w Nick and lo- Spuan. The valve box mall be hrckfllled with pas grayµ* and gall be filled Internally with pea grovel, to within 6- of the top of the valve box. The temIral block mall be placed inside the box on the grovel Surface, and I a test slmS Yell extend from the terminal block through the grevel Inside the valve box below the valve box to the pipeline. The bow shall or pd apuip with a cast Iron lid arkd -meter- that will expose the terminal block mean reeovd. The terminal block shall have lugs for the Connection df ' rlve operate wiles, and call hay, a plastic body rated for 600 Volts isolation ano nickel-platd betas Studs and nuts. The concrete for the pad Shall confoTM to ASTM C150 Type IT ad Shall be fomd of sew wood and be troweled Smooth after concrete placement, valve %may posts shall one provided at all test StmtIOhs as detailed in the Renton Standard Details with the wotda 'Cathodic test station- steroile, in olack on the post. ' 7-&3(05) tilt RUMENM &ECTR(pES A rive reference electrode shall be installed at each test station SM conform ' to ASTM 8m1B-7. Type Si. The electrode Shall be 2.5- . 2.5- x 10w ad Pall Of Connected by 112 Ae0 Type Ta Stmhdd copper wife with yellow Insulation to the termini, blink in the test station. The electrode mall be placed IS, ' from the pipeline opposite the test station connection at the spring line of the pipeline. 8aacf111 the electrode in a µxtum of 5M gypsum and 5M bentonite Clay (completely S,,nunding the elactroda). ' Special Provlslons Page 3 1 )_2g.5 PAS Test statla shall X paid for as -Test Station Type 1 or Type r her eaM; Waplete "aInstalled. $41 an mm mum a-01a(2) TPSpil [yU YAt SECTION] Swply a .IM" Of a• of Top Soil type A over all sm aln as a oese for seading. 0-01.5 PA/MEAT IWN SECTIpk] The snit No CxiM for 'Restore lesn Area aIth Soo or Seeping', per Square )aid shall oe foll co'P s tlw for all labor, materials, aqulpeaht and all items rn lrac to roeplate trr . N as specified. 1 1 1 1 i 1 i 1 1 I i Special Provisions Page 4 I I 1 1 / I I SrgND4RD I DRAW/NGs I I I I I I I I I i 1 GENERAL MISCELLANEOUS DETA =S VALVZ ^iERATING NUT ' 'EXTENSION DETAIL I.1 T4 slily I .J llrir tl e0.:Nt. YKVI ONtl• 1 IP'!'. MiCx(5S. ' (vrleby xl V^I,w"»Lr XI'y!SCR.. h IaH m+V«t Way M Hr !H aaw M 11'IeIW M(ro tlIr+r�`.a�de ' I.. w :tx•sac,aa,w[ ma.o .P'1 al irTNtW W pNwyl fl Stl[,Sit([IS KYO.«Ip N.rLL.:rn tx tY+f Y ttlYM Ile•If'nµ�ytl4 WI e seq•en x\Ns»w+ul r»r a. GENERAL NOTES THAT atl\Nlxm(�`' SHOULD BE ON ALL ' WATER PLAN SETS MY[M e'15 ' VALVE EARNER POST oroa Y•w n:. . 4•Vm ELEVATIONS w vxN•ea«.[Na.,ul,,,,t. t n le[.oxa m mlvy.nna«\+.IN weal.w«tN[nuuw +.\%aleni�y tl F.«)w tM IY[pal r«p+p at' s \n rou•r••»N a N rwa uw Ywvr!.wn .a mNwry m hr'1 I f\K \.n-Y.I\Hp m\t m•a�». .. a �w.r..q..,. • .Vtlra p N flat r4.1«In!I�Ne.Crx!}fp.y,1nT e!1:.e Nero Vva! Y b P.:SNt 4]'.Ib NI!.tl5', ' � IL ��+ �tY»H�taaaxp\�,vtl!y HvnU N N rtnnvui Ip!nG r aN o I(91v «n M«m» ppxnx nu Wll It llr���N ry NNnx..nl«,et4N•»Wtr„»x««vy 1 n"Fx' ..mt.[w lne lN'Ir»rr!«�,.y,,..-o..•;• :!neery N`s r•nr»Yry. 111 yan Nrn 1).xy nt r 1 pu+��,In aW rlN r�o»IYw Y4rz.n1.1, •,•.�� F N Ix.rx le[lug Ytr r+h•NII M Mrun Ihw r1`rar,+K[N J� w Wx pitlM IMaM t«yrp N hn N N WnvYl:. !rV n".+Y' [n.e•Mwnp aYrr x or r.W eywue• •• ' p rerK\er•b sty�wl.a!N!•.fe'rw.bN Milu..•1 M M.va I.P, It aN'''F 14 a»I,«4•.yappryvp.r.tu po xtA\rr yut»+,F++ta ' .wt.111,N»r!S W ».Ka.T.^aa+ f .n«a!INvgr er N .x atax,N M.r[«. .M N rolx•r:N (`4�C l+µ. C 1 «ser,rw!✓t4 tvlt M xnNn IY !v MII:»�.;. Ilv+lwALH:y:.a \: Vp in r[xlpx n;mnro ri wuu.0« ayn M n t!b v t. uiFOa[`[GNN INNM!:YI N:p LP,p h».ux pre. e t melevp x N h iN 'x•a4l M'•R eY4[N4i N N!Ir [• � .:fYt.N l W( ♦.SN(yq�UM. Il'y N[4[xl KYIo+.aNnalrj\i Y1+r'ji N�41•1r1Y L+IIII•IM•Y!! 1.1(Qye:,NYS tKl a P(atatl fi N xr .,tlur r va.t eIt u at...Sgr,.P v 'h IVY n tx to<e.r '^+` R. t�trKN•rt pmVN vvm w tNN.m\4wv.•«•� « .Ix Py a v u . . . ev . a.• F.p!«e«.N[e MN•U 1 ww�r tN.w•r VA: + ' WATER STANDARD DETAIL ' CITY OF RENTON DEPARTMENT OF PUBLIC WORKS i 1 YYY Mi.Y'YIY.YNMif1 iMfNn Ml {..O Jp.Illll!V Ylllb OK\il IWIR+^M i Y1 w:lY bYtn. , / Nt IYR IYYMr:X IYvr i � Y U't N. 1nWr.W M Wpr11 Yi. I jrNlwAYt \, -i 1 ff`r w•w.w, �rJ rpm,+f unn 1:1 1 IWY Mt __ t PLAN ELEVATION 1 FIRE HYDRANT C,;:RD POSTS K•:Ilb l' 1 M[�r.V•t ICY vtW'IW Y IM I-'��`•�.Ypw. by tb!:b.bN f0 ItMI A M4;e y IW f YWtY n:Y yell`vow tW h 1 � FY wv�p. M 11 Ntl tW:!•1l at:}tt 1 41 Y1:l:wl•p u ryw[I tWll�b t:l,V tlin,t It Y„a NI v:i• tM NVfYr�IN y1 IN wNY! qYi.IYYYp:rl Uyy .gp•nya N..Y M WiEYc INYII Y 1 .I CUT '�'jY.l•ia.xn:a Y MOY• 1 rMIY!lrrVt_b � y __/M-•�t[k wl,M YYY pr l YgYpl `V U:r�Y..r� �� w(d.Y Ftt NIFO lY1• C i f PY.YR A �� [+11YY tW ,Y�\•p pW •H ' + t\t[uRf \i Yi�•M an LWlt ilVOt `t/� �.� .`+VL Yt1➢ rN+1ut t!1t 5i .Yl t .I . fYY'.14 b I.r Y�1'• 'RI. ppN: 1 FIRE HYDRANTASSEMBLY FILL 1 FIRE HYDRANT LOCATION IN CUT OR FILL 1 WATER STANDARD DETAIL 1 CITY OF RENTON ,t• 1:.., DEPARTMENT OF PUBLIC WORKS — ' =CRETE BLOCKING SIZING MOCEDURE ":W rtF M•«Itr r• R«rM a CAP F,r,•F• °r"•1,•«ram, t. V Y�r•Y•r«"rt p«,,•rp«.Wr •r ry\�pY 1/l°r '�[y[I�•-'l(.t'\ • • .NN.«..r. N.l l •e«VJN N IMY it •nfa a wT �rw ��•--" pr -y"n e. 1 f«;nf•Mra•',«,YNV.Y✓r«•,.e«t Q•KMO �n TIE \ a r� vc• BEN, FIGURE I 1. M\n n e...,v•..`- eKIT[ sow eoVA VERT�DA10 A, s:a.,ae .,•eM.---•!II T [[E wa 5*uIW/D 0.W NC t • w w.Man a.u.rw p«, y °• µ• ' TABLE I � RLW t 11E i.ih rv. - • 1 ae�.\w^•w v «,ea.,.. e.«.« ,a _ KK 1.a t N 11 IF nl•« IN I M `\•M•t•f`} n�«e M Y ii4 1,1N Ne I.. u , • 1.N y Y w• �E' IN Io.Aee tt H[ .. • r. 1 •-'• yrnwrYaW,«eo+rner lF tN fx.11e NIX � I TABU 2 T r a1)%jul 19. ..y W, a• .nw I,a iy y.�e"•TTip;� le• pt ' IMr .001"Y WATER STANDARD DETAIL tCITY OF RENTON ' • DEPARTMENT OF PUBLIC WORKS TIE ROD SELECTION TADLE ' 16 plNq pp w aYYX FYI Y rw YY ALM p Itl l•N Y> 10 l.l� y1 M r.r t>ryt ' 1 INI.M r.l Y>I Y1Y•M Y Yr.,pV pY®r.M Y.>Y.f. Y Del 3 1 Yp YINa Y11 wipy tMll pNYI�M1 p Ilp•M Y\> YYNM1 Y Wt.Y YaiN\631.Y e,l YY YnYVtM y..Y Npg4n N NYpn W<YY N W pp > [Mwl��>I WWa.Xe Y lY•f<N rw 3�Yl srWMF twl .Y tY•WY'il N frlt\W�1\Y.Y w YIIItYIt>IYY Y�fIh.W.Y uM< >Yi•wW alYt�� 1 ' IeY\Ja..[YaYlrwY Y I}i. YY YIIt..:yaWr.Y ' CAST ON LUGS TIE DOLT FIRE HYDRANT AND GATE ALK AE TAhEA CLAMP TIE ROD ATTACHMENTS ' WATER STANDARD DETAIL ' y CITY OF PENTON DEPARTMENT OF PUBLIC WORKS a.n,. ,•�Y►NI,wMr ` t t. Y �� ■ I�YF � • no ,• :tulgon � \ jJ / L+ y ♦ tyMTMerwlq �r�r tr•Y,iM[e!1•Y s 11 50 ' ♦ , r C \ J .1 •L Y • 1 I ' STANDARD DETAIL FOR BLOCKING OF CONVEX VERTICAL BEND DECHLORINATION TIlATAR PROCW: AMOUN'r OF CHEHCALS R[OUOW bve.rP Y.am:bPao n h.:w+a�cr:w.p sv a Ti:p:or a•oxx.•M OWx aY b 1ew�n Mn h.f.w eoae•avmvw mhpplYaM.as+ennOP Pn aMas+r.awa�T.n�Ttr Mp.•ah Nnuwnc« TM pvwY'b.af.u+o.rm a�.us�aaa.of trarM.e wP.tiea�rrf o�hs4w a+er.neMwo:a Y..nrr •:a•.++aP. rtio-h coaaam Y h Pia Aewwr f'.av-me o.pe T*Az r rM�'JI Otl.'-M M�E O.V WM d C!>Wnab.O:wr.a.4PY.0 C Mn�Kx q.an IW.��'a+•r+w� R.iYa:Por+CanawwPx b fwry'fOC finve m Maa Ma'KI:P'.tr-Cx IiiNmC P�mY a..M saa4m Cev+m:o� T11:py..a fim•n ss.^.x —f^Y'PRv"' ��wMau.i, S/lil. w:nya0.. e ce on :- ' x a• on an 0. OC 0•• Ir fwtr�.x•n•+a^.b.a.+a•a h aa.PMw, !I Ta�•{Y M b pAp:.p Or O101wyl F.ry rO a pilYpn:ftp UaxY an n Wp a rww MVr'PgV+y M Y1110P•M damp'VM b�c M Y.1a ra n:!unlr:h�I N. ' 4aYbMV OYM APPUCATIIN' LOCAL SUPPLIERS l Wvrfdt iP�:PpaMb aS W xM�EY.b t•::.�!n[4iYp M .r.W.Mr Yv:4;��... a+o.ro wr in.wNxr:�R•i�a YO MP'a a�F f[M�.uV. 6CI S Th" ' n•^f M an•M ln:w+V a i asnP+wm Pw�tW..Y•.w:AY Man YM Ta.QMvN a fn 5RC ne a s«omv..q ems..b a..nPp a.xa. a o.wrr r..f w. ,ar.,c»mcw m• iP W.YP•"0.Nn c'PYnT�a Ya mw•Me•xx:,n q�H•I.n�v VwY?.w a:pfCMa M W.a:1:Pa IYt mTPi x:RMNrgC TN bw� b M•WM'AO YM•a:n 4.M Nl mxw�nx•Mp. T�Om.VM Ta.1v)-R14 comirn ov c•ac•.x.wP�aw.u:f0%•illu4r+nY tr b M: h eo. ,w.�.nra wu b wonomPxu n w M arm• C*.n.r Gaoarnb aVmf IPYIm.4.n'M.trfaM:tlY11p�.M�IM W:]E Mf1�f Ba•an APnaO o.un M[MswO wY uam M PUMne S.nw v0 Tw.STifvA a 10618)EMv PrACEE{RAW DIACI11Mt , 4enprWPo ftrpneu N i ' WATER STANDARD DETAIL CITY OF RENTON ' -- DEPARTMENT OF PUBLIC WORKS - r wr„u rr n'w"twos t n, rr .ar PLAN t ro na.mr rro.yw r. .w.n nu ww ae.,varn yr ra`���en re�aaw.urr fir, ' \ r .arrn.rr IW4\YIaO 15, Y w rb rw hq n+. aw,a.anr opw � �`r w.Y.i� rwriw,r na u,wanr ' ELEVATION I TEMPORARY 2" BLOW-OFF ASSEMBLY 1 WATER STANDARD DETAIL rCITY OF RENTON DEPARTMENT OF PUBLIC WORKS ` hN xM1 t �n rY WiRrY WNrgr �r NtN K ItKI -r ld,4,Nry xN tYlt i 1.t' .,uYw 9 I (K«R wR.w 77 i Ww'dt�p xR. .I tK �L 1 .M Y\,x4 K riR�Kf.i M WWIVO iW l"`i11+s Yo-w«co. RYN.I Jt n.urnw..�s Ygnx wl ''vR M1a•YYww hn[m(, tm�Y Iry,R[o nt vw�i lir>no niwrt, .;uqr,: Ln K 9w i.iPv:. ,•. l wYV�dl rpl r�rt F ] W.Y'.dO�M.�h. tf t i\ � 4M•R r�• j IpYw p tt9tw,i.1M-e �t.]'nt n i 1 ��IMW m�11 np n1[ It Fi uU n« n ' ` ail §ii �n w•.. .onn..,. .1 FA a byy."w •:1e.6'.'Yi :�c Yam:". ElEW1Tl�! 2" BLOW-OFF ASSEMBLY WATER STANDARD DETAIL ' CITY OF RENTON W ,o ,L..1 DEPARTMENT OF PUBLIC WORMS 1 i CATHODIC JOINT BONDS AND TOHERMITOE WELD �,arw.rr rn40 -� � Hex.Rpy 1 rb11P CYMnfCMv,f.r MM:CNAIRCAL JOINT BOND PUSH-ON JOINT BOND �r..cro aM.yr 1 �+IrLF� 1 \-xK ern t burr. s.rr.z .aroo re+r ..ntr«,rrr +a.o...r o TNERMITE WELD WIRE CONNECTION i 1 you L ,ear coynyrr..ruoy �`-�'� .O a.CnirLl ryL 6..X JOINT BOND CONTINUITY TEST SCHEMATIC 1 WATER STANDARD DETAIL CITY O� RENTON 1 XLr ro auLa DEPARTMENT CF PU BLIC WORKS .rya .aaa CATHODIC PROTECTION FLUSH MOUNTED TEST STATIONS 1111 /Yam° .•OiW.Cf1— r 1 TYKE T. sMsote T"t station TYKE 1, V*"tee Joint 1 rr(- E•„rx - ..(, 1 r r!C[W♦ 1 1 TYKE F. ForNm Klee Creoolee 1 1 WATER STANDARD DETAIL CITY OF RENTON 1 •o• •e su.e DEPARTMENT OF PUBLIC WORKS °°' Final Joint must be saw-cut Saw-Cut or line Existing Asphalt underlying concrete ll 2` mt°' Asphalt Concrete Concrete Existing Cement Concrete k-6" tt ,4��ti •. ' .� M min. Cement Concrete Conc. shall be Cl. B (314) - --_-- - -- • - 3-Day Mix Air Entrained6" min, Crushed Surfacing Portland Cem. Conc Con- Top Course forming to Sect. 6-02.3. Compacted Select Trench EXISTING ASPHALT Bachfill CONCRETE OVER CEMENT CONCRFTF Final Joint t /-Asphalt Concrete must be saw-cut ( o min.) replacement pa ut h to be --- - -- thicker than previously Existing Aspha Its �• ` - -- existed. Concrete 6" mn. Crushed Surfacing Top Course Compacted Select Trench Backfill E X;STING ASPHALT CONCRETE OVER PREPARED GRADE Final Joint must—� be saw-cut _- -_ -- �- Cement Concrete (B" Min.) Replace- , meet patch to be I" thicker than previously existed. Existing Cement_' ' . -F ..�c+f,�F.+ Concrete Pavement —6" Min. Crushed Surfacing Conc. shall be Cf. B (3/4) _ Top Course 3-Day Mix Air Entrained Portland Cem, Compacted Select Trench to Sect, 642.3.ont. EXIS11tIG CEMENT CONCRETE Backfill r uVEk PREPARED GRADE ' I. See Sections 7-18 and 2-09 for PatchlnR and Backfliling Speciricstlona. 2. Al; trenches in ruadway areas shall be back•illed 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 cuts is coning slab Pa,erne nts $hall be made no more than one-half the depth Of Lhe existing 51db. PAVEMENT PATCHING DETAILS ()-as � , I