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HomeMy WebLinkAboutWWP2700381(5) SAN-1 Sanitary Sewer Project S-3 1 Duva 1 1 Ave, N, E. San i tary* Sewer Ext, Bid Proposal & Speof 2 . 13EGINNING OF FILE TITUE 3A N 1 , kzwarai . � I euoa r �� � 1 AWARDEt).�wy.L:._e.L... /� TO SdgCt.i:v tt' , aec:_..— �:tacaa� pa 'k u7m" a ONOWA ti BID PROPOSAL AND 4PECIFiCA'7 MS FOR SEWER PROJECT ' 8" SANITARY SEWER INSTALLATION ■� DUVALL AVE. N.L. FROM KE. 1 Tth S"'. ■ TO N.E. 25th ST. rW OTY CTE RENTON w PUBLIC WORKS DEPARTMENT 0ALWIVAt A INTON. IVASM A"M x11'0!1} Wl 1 ' SHORELINE CONSTRUCTION CO. l3anaral Contractors SN OR-EC-314 NO •+J!•Wn 1•n.AN fnaliemNli lleM rat 5,ptmter 4, 19R5 ' City of Banton t PUdcipal Buildim 200 Mill Avenue South wntcn, washirv#on 98055 t A•-tn: Dave Tibbot. Project Emirleer ' HB; 5-381 - Dutal: Ave. N. E. tYmtlmen: TMnk you for your notice of contract award on the ahe`ro refetenoad projc ct. Per your request, Please ti.n3 enclosed tlx: followl� dw=mts: 1, Wated Perform we Bona (5 -.spies) 2. Certificate of lnsuraneeQ�111� (5 spies) waht4tmCaath� 3• -Rate of [3(9eYtle (l. photoaopJ•) ' 4. State of Washirnttan (bntractor's Acei. ptotocoPY) S. City of HentM Business IACM a (1 photocopy) ' 6. Corporate I€tter Desigwtiru: Offiairs (3 COW) Also, in n=mx1ance with your request. we are furnishim the follewint informsti.on: 1, pesponsible Offioer is: ' W. Dean East, P. E. P O Bnx 356, 14o3dinville, NP. 98072 Bus. Ph. (206) 483 0600 Hcme ph. (206) 337 1905 2. .lob Fbry n: Juan Bo Wclodun. WA 98072 r � Boxx 358,58 Bus. Ph. (206) 483 060� ' Hrno Ph. (.06) 839 4709 3, BorkWw7 Agant: Stanley T. Scott i OD. 2312 Eastlake Avenue Fast, Seattle, PW 98102 Bus. Ph. (206) 323 3911 ' Hcm Ph. (206) 454 29"0 Sincrml}• yoias, ' SNC1rz= CM3MtCTIM CC). W. Dean Fast, P. E.' 'Mcls. t ' CM OF RENlth ' 810 PROPOSAL Ah0 SPECIFICATIONS e" SEMERMAIN INSTALLATION OUVALL AVE NE FROM 14 17th ST TO NE 23th 51 ' SEWER RROJECT NO. S - 581 1hOF2, ' Summery of Fair Practices/Afllrmetiva Action Program, City of Renton Scope of York Vicinity Map Instructions 10 bidder Call for Elds eCortllleN lkn by Proposed Contractor/Subcontractor/Suppiier/ref. EEO *Certification of EEO Report *Minority and kom*ns eusln*ss Enterprise Participation *Certification of Pldderrs Afflrmetive Action Plan *Non-Colluslon Affidavit *C*rtiflceilern re; Assignment of Antitrust Cialms to Purchaser *Mlnlmum keg* Form *bid Bond Form *Frcmosal *Schedule of Prices Pond to the City of Fenton Contract Agreement EEO Compliance Repo'1 Sampie Form and instructions Nouriy Minimum Wage Rates Environmental Regulation Listing Hourly Minimum Wage Rates Special Provisions Technical Provisions C*tall SNNis/Standard Oocumertt marked a above musf be executed by fbe Contractor, President end Vice-President or Secretary if corportfion CV-laws permll. Ali pages musf be signed. In the event another person oes been duly outhorired to ".""a contracts, a copy of the torporelor minutes establishing this outhorl'IV must be attached to the ble document. 'ITY OF FENTON Public Works 0*pt, Renton Washington 90055 1 1 t 1 RStHt' bawds :u;Y 1:, :4:2 ' 4I 7 nevlwd: !'abr�t2. CITI OF RI NTON Saver Project No. S - 301 E" Sewermeln Insteltaflon Duvall Ave NE from hE 171h ST to NE ;3M ST SoPe � rotas The work Invi lVed under the terms of this Contract shall be the tar^IOH Installatlor, ta, •Ing and restoration of a new 6-inch dteneter se•meeln 1c remove an ex .•Ing sewage Hit s+atlon In Duvall live ac nnr +rcr Nt I-th St tc NE .3th St as shown dr the project p.an6 Ono spec lflCaftdnS. 1M work shall Incicde, but not be Ilaifad to axcavetlon, b*Ckflll and eoepe"lon and installation of approxlrately 1eW !Ineai feet of a inch diameter sewe,main, the work shell Include el: wanholes, tees, s!d"ewers, cennaction to existing sewers, and the rerovel and salvage of the existing sewage lift station and *at welt, end complete restor atlon of all surfaces and existing underground utilities. hli contractors part ,Ipoting In tre work on this project mall comply ' with all Federal, State, Couhty, end City cedes of regulatlons applicebel it such work *PC In tenforwance wltt. the plans and apecifiCaticns. 1 w♦ ' I � r — X TZ • j . :ai •• L �111 y � - " CITY OF RENTON _ 1 ,•• I ?'L� l. �r� Of..• Y.kT O. •Y\l.-r'MC MO,a�..• r ; ' INSTRUCTIONS TO B:OOERS t I. Sealed bids for this proposal will be received by the City of Renton at the office of the Renton City Clerk, Renton City Hall, until 2:)0 O'clock p,m„ on the date soeclfled in tie Call for Bids. At this time Ise bids will be publicly opened and read, after which the bids will be considered and the award made as early as oract!cab It. ' No proposal may be cb.nged or withdrawn after the time set for receiving bids. Proposals shall be submitted on the forms attached hereto. 2. The work to be done i. shown ho piers. • t Q':. m M' Lr �• - - be only APProxi mate. Final �, , •-t w'II bt cast ,nl mt i n,wrr^!rt ,11 ,• actual quantities ari at tt, a Pric, v,o Thu ltr r±sty es lht ..ht to add or t0 eliminate portions )r the, work as deemed necessary. 3. Plans may be examined and copies obtained at the Public Works Oeoartm,rnt 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 performange of all work necessary for completion of tilt item as described In the sptcifications. The bid price shall be stated In terms of the. units indicted and as to a total 1"nunt. In the event of errors, the unit Price hic will govern. Illegible figures will invalidate the bid, 6 The right is reserved to reject any and/or all bids and to waive inform- elitiea if it is deemed advantageous to the City to do so. 7. A certified check or satisfactory bid bond made payable without reservation to the Director of Finance of the City of Renton in an amount not less than ' 5° or 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 10 do so, the check shall be forfeited to the City of Renton as liquidated ' da-age for such failure. d. All bids must be self-explanatory, No opportunity will be offered for Ural 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. 1 Rev. 7/15,81 City of R,nton Cell fur aids SEWER PROJECT K. S - 581 8e SEWER MAIN INSTALLATION DUVALL AVE NE FROM NE 17th ST TO WE 3th ST ' Sealed bids wl II be received untl1 2:30 P.M. we. Bust Il_ 1985 of the City Clerk's office and will be opened and publicly read In the Ith floor conference room, Renton Municipal Building, 200 MITI Ave. South. NOTE: PRE-DUA IFICATIQN OF aimERS is REQUIRED. To be considered for bid award, all piospective bidders shell submlt a pre-quallflcatlon submiftel package to the City Clark's office no later thou 7,30,am. we. Aug 07. 1985. The pre-duallficatlon submittals will be reviewed by the Engineer and the City staff for conformance with the criteria, and the r experience and ger.eral capability of the proposed bidder to compiete the work proposed. All submitting parties wl II be not.fled by melt whether they have been approved to submit a bid on ' this project. The work to be performed within 45 work Ing days f.om the date of ' commencement under this contract shall Include, but not be limlted to: Furnish and Install approxlmately 1800 lineal feet of Be sanitary sever ' mein, together with all required appurtenances, the removal and salvage of an existing sewage lift station, and complete restoration as set forth In the design uravings and speclf!catlons The City reserves the right to reject any and/or all bids and to valve any and/or e' I Informal ltles. Approved plans and specifications and form of contract documents may be obtained at the Public Works Department office at the Renton Municipal building for a deposit of S 35.00 each set plus S S"p; _ to cover postape. If mailed. The deposit will be refunded upon return of the Piers and Specifications In good condition witt'n thirty days after bid opening. The mailing charge will not be refunded. A certified check or bid bond in the amount of five percent (5f) of the total swan+ of each bid must accompany each bid. The City's Fair Practices and Non-Discrimination Policies shall ap.,plty. Maxine E. Motor City Clerk Published: Record Chronicle: July 19 6 26, 1985 Dally Journal of Commerce: July 17 8 24, 1985 11 t'T RT2FtCATION aY ►ROPOSED CONTPACTOP, agaCONTRACTOP ANC SUMIEP REOA"ING tOVAL VOLOYStM C►PCRTL'NIT1 1 . s ama of Prim ntrutcr ro etc arse INSTRCCTICNS oertiflcAtion is required pursuant to Federal Executive Order 11256. The i,rylemantirg rules and .,atiOn, Provlds that any bidder or prospective Contractor, Or &nv of their proposed tubrOrtrActors s gppller S, Shall Rate as an initial part of the bid Or nagottat a^s of the contract whether 1t hu 'Icipated in any Previous contract Or Subcontract subject to the 0g44I opportunity elacse and, it whether It hat tiled all compliance reports due under Applicable instructions. ' -. Imty has heretofore adopted Pesclution 2340 under data of June 2, 11/0, a"Adinq a 'fur praetltes •, y,' as plemanted by An 'Affirmative Action Program' therein smandinq the policy of the -Iti of n to promote end afford equal treAtment and aervice to all citizens and to Assure equal vsrloya,ent ,tunity based en Ability and fitness to all persons regardl&ss of Sees; creed' color; ethnicity. al otigioi sex; the presents of a non-job-reLted physical, sensory or Matal head cop? &0e or tat status. This pulley atoll likwise apply to sit contractors. subcontractors and upellers stlnq business with the City of Penton Me in turn shall affirm and subscribe to said practices ;,Ikc its. The Aforemantiuned provisions shall net Apply to contracts or submntrscta for standard ' -lIcial suppliers or raw material, or tl ref or Organisations with lose than eight employees or •nett of less than 110.000 busiMls par Annug+ with the City. the Contractor!Subcontractor/supplier !hereinafter referred to as the Contractor) Is required City of Renton to submit an AM restive Action plan, the minimum acceptable precentage of minx :),SRnt will be that percentage which is corrently listed in -Appendix 1' (City Of Ihnter Coals and tables( in the published City Of Renton A(fi Tmative Action Prosper. . .e. ►.l,. Thia Proofs" is .lable for reviw at the Municipal building. .,nd4r,,oned contractor therefore covenants. Stipulates and Agrees that during the performance of contract no will net Olscriminate Against Any person In hirinq. Pronoting, discheraina. -rMovh- .ag or Any other term or condition of emPIOYment, by reason of such parson's status. reference rill categories listed in par&. 2 above. '.rector further agrse; that he will take atfilmative and centinuoua action to insure told compliance such Polley and ptagr Am in all re,pects; It being strictly understood and agreed that rallure to !Y with any of the trrma of sold provisions shall be And constitute A material breach of this Fact. ' •iaotOr Shall. upon request Sh VOr ae sonn 00 possible thereafter, furnish unto the ht1 ant And all rmation and reports required b} the City to determine whether full comollonC, has been made D3 the rector with said polio, and program and contractor will Permit Arne** to his books, rectrds and ' ate by the City for the purpose of investieation to ascertain such Compliance. Factor further Acknowledges that he has received a true and complete copy of the City% 'Fair tics Policy." a ' Contract ant7TI cetTen ire r 'Ir1CATION aV: CONTPACTOR .l or SFRCD"RACTOP or SOPPLIEP — ADDRESS: 1 t RIMSEFTATl'CES: t• ,r„ - -_ TITLE: 1. Contra,ter•Subcontracter�SurplieT has participstei in a previous contract i-BSULOOrtraat autvect to the Equal opportunity Clause Yes No ,2. COOplience reports Were requited to be filed in connection with svch contract or subccntract: I Yes _we 3. CgntroctoNSubcentrartor/Supplier has tiled all compliance reports due under applicable instructions, • Yea _NO . If Answer to Item 3 1$ 'NO', Plus, explain in detail on reverse side Of •.tie eertificatier., CERTIr,-AT10N; The lnfor tlon Above Is true &rid COmplote to the best of my knowledge and belief. /—T•��e�n ,i ♦ o i9ner� F uie ,yPe or pmv ._�._ l eh at care aCe 'Reviewed bi' City Authority, _ Data: l CERTIFICATIGN OF EQUAI. EMPLOYMENT OPPORTUNITY REPORT ' Certification with regard to the Performance of Previous Contracts or Sub- contracts subject to the Equal Opportunity Clause and the filing of Required Reports. The bidder proposed subcontractor , hereby certifies that he has has not _,pparticipated in a previous contract or subcontract subject to t9—e equal opportunity clause, as required by Executive Orders 10925, 11114 or 11246, and that he has 1 has not , filed with the Joint Reporting Commi:tee the Director 7-the Office federal Contract Compliance, a Federal Government contracting or administering agency, or the former President's t Committee on Equal Employment Opportunity, all reports dut under the applicable filing requirements. omponY ' (T itl7 Date: ' 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 end subcontracts which are subject to the equal opportunity clause. Contracts and subcontracts which are exempt from the equal opportunity clause are set forth in al CFR 60-1.5. (Generally only contracts or subcontracts of t $10,000 or under are exempt.) Currently, Star.:ard 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 reportr should note that al CFR 60-1.7 (b) (i) prevents the award of contracts and subcontracts unless such contractor submits e report covering the deliquent period or such other period specified by the ' Federal highways Administration or by the Director, Office of Federal Contract Compliance, U.S. Department of Lobcr. PUBLIC WORK OR INPROI'kTtENT Rev. PARTICIPATION CERTIFICATION: REF. RCW 35.22.650 CONTRACTS EXCEEDING $10 000 (OR $15 000 FOR WATERMA N CONSTRUCTION) ' MINORITY BUSINESS ENTERPRISES (MBE) and WOMENS' MINORITY BUSINESS ENTERPRISES (WME) ' (BUSINESSES OWNED AND OPERATED BY WOMEN) Contractor agrees that he shall actively solicit the employment of minority group member&. Contractor further agrees that he shall Activt:v solicit bids for the subcontracting of goods or services from qualified minority businesses. Contractor shall furnish evidence of his compliance with these requirements of minority employment and solicitation. rontractor further agrees to consider the grant of subcontractors to said minority bidden on the basis of substantially equal Proposals In the light most favorable to said minority businesses. The contractor shell be t'equlred to submit evidence of compliance with this section as part of the ' bid. As used in this section, the term "minority huslness" means a business at least fifty-one percent of which is owned by minority group members. Minority group members include, but are not limited to blacks, women, native Americans, Orientals, Cskimos, Aleuts and Spanish Americana. The City will consider sworn affidavits presented by subcontractors in advance of contract award as one -sang of establishing minority status in accordance with criteria cited above. To be eligible for award of this contract, the 6ldder must execute and submit, as a part of the bid, the following certification which will be deemed a part of the resulting contract. A bidder's failure to submit this certification or submission ' of a false certification shall render his bid nonresponsive. MINORITY BUSINESS ENTERPRISE CERTIFICATION Certifies that: Nam- of Bidder ' la) it (dame) (does not) intend to sublet a portion of the contract work and (UM (has not) taken affirmative action to seek out and consider minority business enterprises as potential subcontractors, (b) the c.ontscts made with potential minority business enterprise subcontractors and the results thereof are listed below. Indicate whether MBE or WfBF and Identify minority group. (If necessary, use additional sheet.) ' MRF. Min. Cr. WMBI 1. ' (Name mt Flrm, Dld Item, Results of Contacts) ❑ ❑ 2' ❑ ❑ 1 '' _ ❑ ❑ ' 4. ❑ ❑ 5. ❑ ❑ ' Mr, 1Ms, ?h..,e : '�, •,,,, , hes been designated as tht 1falson officer for the administration of the minority business enterprise program for this fine. A..r..• .:T wc. . n_, !a cuwrk F.FJ in ' CERTIFICATION OF BIDDERS AFFIRMATIVE ACTli% P:JA.V ' Bidder is to indicate by chetk•mark which of the following statements pertains to this bid package, and is to sign the certification for that specific statement ■) It is hereby certified that the bidder is exempt from the City's Affirmative Action Plan requirements because: ' "Average annual employment level is less than eight permanent emplo.ees, and the total contract amount with the City during the current year is less than 810,000." ompary Oa re ' BY �tle OA b) It is hereby certified that an approved A(fl mative Action Plan is on file with the City of Renton, and that said Plan specifies goals and timetables which are valid for the current calendar year. Company Date _. ' BY: Title OR c) It is hereby certified that an Affirmative Action Plan is supplied with this Bid Package. Said Plan will be subject to review and approval by the City as a prerequisite to the contract award, and it includes: I) Present utilization of minorities and females b. job classification, 2) Goal, and Timetables of Minority and female Utilization, and 3) Specific Affirmative Action Steps directed at increasing Minority and Tema le Utilization. Company Fate BY: Title OR © d) It is hereby certified that an Affirmative Action Plan will be supplied to the City of Renton within five (S) working days of receipt �f notification of low-bidder status. Said Plan will be subject to review and approval by the City as a prerequisite to the contract award, and it will include: 1) Present utilization of Minorities and Females by Job Classification, 2) Goals and Timetahles of Minority and Female Utilization, and 3) Specific A£fi rmative Action steps directed at increasing Minority and Female Utilization. /` A Company r ab to 8Y: yam! i 'r ,, r'er +lac s,• t _ ' Title tir J V j f SHORELINE CONSTRUCTION CO. Generei Connectors SN OR fC'irf NO 1 W9W""nn,n,}I,oM,lnlM llnM e1MW Wkl 0 (1 M,1SE Wm"impn W,4xxn„w�,r Sepuentxr 11, 1985 ' AFFI(A4iTM AC.I(N pda<n:,RMd Shoreline Collstnscticn cb„ hereinafter known as "Shveline" agmes to Use followriral plan in mcetirey its rqual cppertmity, Nbligatim purs,fant to Evec'utivs Order 11246, aril Title V1 and VIT of the Civil Riqht Act of 1%4. 1, f u�l E�ila�i_t�iortW�ttlic�r Shoreline's policy assure£ ,list applicants w411 be eerplaMO and will be treated during eapkryMm(. without moms to race, creed, color, enthicity, 1 mitimal origin, sex, tlx: csetxc e' a non-job-relatc+d physical, smsom or nental handicap, am or marital status. This policy shall apply to ma ry aspect of faq+dcjaWmt; ipgradina; dfmtim; rerrutbvmt; layoff or termination; pay stiles; and apprenticvmhip or m the job training. 2, ikTuil. UTl=nt nglnrtrnitXr offiasr Shoreline hereby designates Rill I.iffriq, vim-prtwsidrrt, as M1 Offitrt with full authority ton administer and promote An actite prranam of ctplai mpirywnt rppartratity, �. Uiesewninatim of Poll a, Shotclinr's persimnx'I. autherimi to hire, ayx'rvix, ptrvote, ckemtc, arrrd termlriatr mpkry(", who reccenrml su-h action, or are inuniv"I in smr of tf a ar'tirns will pc made fully mmieant of, mvl will iTlramot Shrnrllmos policy ad txmtr=wtrtal tespxmsibilitics. Tb insluF the achice is carrimi nut, bile following minims" al-tirm will In tenon: t11 WY t inns of rblrn ll, h a<fnei .red porsnemei indicated in Za atone, will ton held pericd.icably not less thvi semi-annually and Mvnreline's equal en}:.lr,an,vrt ippportsmity policy and its irrprlmrntation tevifed and ellriaimd. 'Ilex noting will be a bvte±d by the FZ0 officer. 2l All new forallm. madman and pxrarmnel indicated in 3a shove will ' hP Utrtnrliriy inxdoctrinatf i by the M:l officer anmrinq Shoreline's ngual mphYVrVilt opportunity oblkrations within thirty days followint hirin, in. 4. R cruitment ' a. Nry advertisawts for employment in the newspaper shall include "Shoreline Crnstrurtion Ch., an rkauil Ihploymmtt C)pportuuty l](Ploryer", or recruitment for Shoreline mployees will be by Affirmative Action order to the State r7uployment Sr+.curity CYmnission when a vacancy is to be filled by a minority group perm. b. Shoreline will enmtwone employees to refer mimrity amp applicants for 1 tmployment in discussions rec7.arcdinq the precedure for such referral and by postina ,rpprrprinte noto• arrd bulletins on employee bulletin boards. Personnel Actions ' a. All benefits, monetary vid workint cordit.io^s, will be extended without ,eNaaro to rxe, color, creed, ettaycity, national origin, sox, the presenm r.f a non-iclrrelatrcd physical sensory or mental handicap, age or marital. status. '[he follovim actions will be taken: 1) periodic inspections 0 f:a.Wilitivs will Inc Mack* to insure non- ' �11scrimiontDry treau"t of personnel. 1) Wage evvalu nteon made to insure nm-discriminatary wane practices. 1) da"ricdicilly review pors�xvvIl actions for tvidenc:e of discriminati(vu mil Like correctivv.. action where Indic-atrd. 4) Investigate in full all complaints of allttled discriminat.io� and take appropriate actic»u Wtvm dnlicatecd mud inform all (r)Pplaintnnts of avvnU.; of "44"l. 6. Tra_ininq and Promotion ' a. Shoreline will vnieavnr to locite, qualify, mud increase the skills of minority group employees and applicants. b. ckrssiatent kith requirrnents vr1 as permittvcd within pvclvral vd State mrilstiont, fgrweline wild. filly utili.v. traininn prnnrams for the contractual area mvi advise, employees and applicants of these om�rrams and their entrver ' tequirmmmts. c, pro,nam of review of the training and promotion potential of ridTmity gaup aq,joyects will be ccrredusctecl and these mplorees enotuagecd to apply f^w 7. tkrions Shorelim will seek tlx, onoperatlas of (peratino rmincers .nl laborers unions in increasing Opportunities for minority c roupa within the unions as fallcrs: ' a. OxVerate with Opleratinl ernnnmrs and laborers unions to deve1u31 Vint trainlnr pregrWe for the qualification of minority, gaup mmntx!ra for m, rship in the unions and increasing skills for higher paying positions. b. Incorporate and equal employment opportunity clause into all urucvn agreeamc nts to the end that each union will be contractually bound to refer applicants without regard to their race, color, creed, ethnicity, national origin, sex, the presence of a non-job-related physical, sensory or mental handicap, aqe or marital status. c. If the union is unable or unwilling to refer minority aroup applicants as requested, Shoreline will fill vacancies on an EDD basis without retard to race, 1 color, creed, ethnicity, national origin , sex, the presence of a non-job-related physical, sensory or mental handicap, aqe or marital status makinq every effort to obtain persons in minority groups. F. Subcontracting. Shoreline will strive to utilize minority group subcontractors or those with ' meaningf'al minority group persons in their employ and use all effort to assure such subcontractor conpliance with their equal opportunity obligations. ' 9. [deports and Records a. Shoreline will keep time record necessary in determininq compliance with its equall opportunity obligations. They will indicate; 1) Breakdown by work classi°ication on each city, Federal or Federally- assisted project of minority and non-minority getup nrrbers employed. 2) 'line progress and efforts b einq made in cconeration e''h unions to increase minority croup enploynrnt opportcrities. ' 3) Shoreline's proqress and efforts in locatinn, hirinc trainirr, qualifying and upgrading minority croup mployees. 4) Shoreline's progress and efforts in securing the service of the subcontractors noted in paragraph S abc e. b. All such records will be retained for three vaars following contract eaupletion and be made, available for inspection by the Contract Crnplianee Division at reasonable times. ' c. Shoreline will submit periodical reports on forms furnished by the 'crpliaroe Division of is employees and those of its subcontractors, if any. d. Shoreline will require in every subcontract of $10,000. or more a WRITITN .'Affirmative Action Procr:am consisting of all requirements herein or with su5ci_. modification is is necessary to obligate the subcontractor to a program of Affirmative Action, copies of such progrann beini retained at Shoreline's office. 10. Goals ' Shoreline has a complement of 11 employees, 4 of which are minority group individuals. An appropriate balance in the complement is 9 white ;nd 2 rcn- wtite. Based on th'e ompany's present rate of turnover and because of limited nuriber of trplovees and low turnover rate, i geed-faith effort will bp nude to him minorities w -cover vacancies ocoui. ' City of aw}m Cmbina, AfflMvlt a Cwtiflcatim Fora: Nm{ol luslor, -nt(-Trust, and M mmim, vol ' iMeniadwal Aid) , fONCOLL010101 AFFIDAVIT ' Nam, dWl seo•n, mpo,ee and Soya. Thar he is The :denticol par sa .dro aYMlttad the forap:ng proposal or b'd, and that 41"N old Is w ion sea Mt Shoo w =I. luliva of doo, In the Interest W Is ►ehelf of Mt Ww nOt them, n,l and fur}Mr, Mot the "WWI has Mt dirKtl, ledycod v w1iuTN MY other Nidser ' on the fw,ping afire or aw we to p,, in , anon "A' or any other We' Or CWW&tlon to rofra,n from bidding, and that wpmanr Ma Mt in oar donna, seught by COI lution to secure to h�M91f or to Any other or son any advent op ow olMr Bidder Or B:dMrs. AM CERTIFIW ION IEr ASSIGNO.T Of ' NRt-TWAT CLAIMS TO aUCMSER vendor MO pvchlser rimovile that In 1CtYe1 "Wool practice OVarchw pt result.,, Irm Mt:-Trutt r1,latlmf ere In fact uwe lY arffhe b, the purctas ,. Therefore, renew hehebv aselgns to purchaser any and el elaido for ay h crw- charps as to good, Ind dotKlal, pareMwd In CMYN<flon idt, tMs Order, w conbect. *-call as to wercnarp, result ng Irm aMl-}rust rIotatlms Cm- M,cing alter the data of the bid, eeoter ien, fir pt" event astoollwing the ' pr1U under M1s order y contract. In addHion, yanec, e1Kan11 and ropMNnrd The each It hrs ,YDpllws and eub]mhactws shell asslgc MY and all sucb clbdo to pw[hesor, subject to fhe elorwntlWed a,Capt.on. AM MINI" WAGE AFFIDAVIT FOAM 1 1, the uoNrugnad, having Coen duly svorn, doposad, wY and certify that in CmneCtlm e:tn 1M per lorsonc, It the WY O/ this project, 1 YI11 ad, each closWicanm OI IsoI,o , aord4n, or doC don c aaplorl In the wf1ydo11Ce If Wch nwb; not 1,es than the pr Wal ling re, OI sego Or not loss he. the t alnf Shia tore of vepS a opSc0h,d In the principal contract: that I have road ino spore and IOHgo mg sTeonwl and certlt.ute, \nov the contents thereof and the 1Yb,t.rc. as Nt forth Mari, is try, to ay anoeiedp one NI,of. tFOR, ION COLLUSION AFFIDAVIT, ASSIDKNT OF WI-TRUST CLAMS TO PIANW4" AM ■INIMII VAGI AFFIDAVIT ' Rw of F'raJadt 1 III: ilN Reprowrlte I" of Bfddw t �jWecl.bod and sedn to Wore ai m this f, NY Of A� ,ti•-T w,nLIubl't In and I the State ..of �. tRosibnp st If , 810 BOND FORM Herewtth find A1a,1. In the tone of a certified Ned, cashier's check, cash, or ' bid bond 1n at am.tint of Mich amount 1a not less than fire of the total bid. percent UP Here ' AID BOND Know All Van By These Presents: ' That we, s and as Principal, as Surety. are held and firmly bond unto 'CM "14 of Renton, as Obligee, 1n the penal sun of Of which the Prin:fpal and the Surety bind themselves, their heirs, executors a payoent ' administrators, uccessors and "signs, Jointly and severally, by these presents. ' 'e condition o this obligation is such that If tree Obligre shall make any award to the Principi for i according to to terns of the proposal or bid made by the Principal therefor, and the Principal shal duly make and enter into a contract vith the Oblige fn accordance with the terns of aid proposal or bid and award and shall give bond for the faithful per.' forms"t ther0f, with Surety or Sureties approved by the Obligee; or It the Principal shall, in cat of failure to de so, pay and forfeit to the Obligee the penal amount of the depe,it xclfied In the tali for bids, Oren this obligation shad be rull ano void; othervse it shell be and remain in full fora and of ect and the surety shall fo/thwfth Pr Wit forfeit to the Obligee, as penalty and liquidated damages, the amount of Us bmd. ' SIGNED, SEIED AN) DATED THIS DAY OF�y _ lg r nc Receive-return of dp02ft In the sun of y 1 A" ST.PAUL FIRE ANUMARINE INSURANCFCOMPANY "Itn/N'AIFa =48a, JRS Wmhptm SNeel,St.Pad,Mwet its 55102 AUIWMUTY No' GENERAL POWER OF ATTORNEY-CERTIFIER COPY 206 130 (Ortatnal on Ede ai lh)IIM O1fh'.c of CUmrynd.See CenlfNalgn.l SNOW ALL MFN RY TTIFSF PRfSENTS'. !Mt S•.111W Fk.Md Mume Inapp.s Qunpp .anwphm Atpmred.ml,uuuyl,.db UIr 4a,of Ito NWe, ,•�Mmronu,and awlaR Ra Ahcpl oRh`r W Ito T11v of$r hW.Mmmrnta d.R,M1maty cnnanurc and aamim 5. '4. cr•tt, R. ',r, Rnith, R. A. Moom, Gary R. Stone, Richarl 3. P,,rtenhactler, John W. Reynolds, Haroli E. Cook, , Onric M. Ad4mn, individually, Seattle, Washington n,hu,1w lax hd Nuvn<YHEinAgt to eyeeme,red and Jeh,m Yrc aM,w uI MhaR n xn1n,anY mJ aN A+nd an4 uM<paalro,,renymumel.nnhnO ld wull."y A".1w Wynne,oMpmrJ to IN roan tMtwl,xkk'h an a,may M a5nald.tryulrN.n Rrrrurtq bl U.. rtxt<.nk,rquYlan,rnnuwa m,-INWY. 1'^T ^U r%.rF'SD IN %`V4A17Y TIC SUM OF 7ANN F7YE v'SiL10W(x,00C,OG))RAN 1 and Ito.Mulmn al Of unA mn<r,.nK91"Y m pur,uance of rMu prcpnla.wtl M uI bu,0 y awn uW 51.Paul Fkeu4I MMM.iewta'(mPp1Y,&.Yulp oW&mp1y.M atl Intent&aM purwra.-'it IN prro sad b,en duly evttwMd and alknv+kdlled by iII rryu NrlY ak(md r11Nm&t It,PraeAul utlua. , Ykh Pnaer of Au,,,", n ev ecurcd.aM rp> M rtrlrYUJ tv aM nuv M.erolN,puruum h..ml b, am M.nn nI Arrk L:$aNlmn AICI,v(rM Rvl..na&doped by Ito Brv„d al prwt.m nl Sl' PAUI 1'1RF ANU MARINE 1NSURAN(T.COMPANY aY.merlmt IaMd amt hId nn.M 71W dal of IanunY,19111,M ahmA Ito IMinatne+,a sue hanxrrpl uY pW Ta,tan nll'1 ..•heudent m 6-1 Yu+PrcWdenl.AlImm Vhf Pm,Wen1.IN mu,w Reahknl Snrenry Dull h.a t,am am are,+nlr t 11 To appnm Ahmmv,ro-lair,&ml Io aulM.Ue IN--m„reuse on MMIf v/1M(l.mpm..IW muh IN Yd eI rM f.....na IMrety.Wm, .nd undenak.Wrt m.ynmrun,abnlra,p oY tmtrmmty and a,Mr WrNmta,.Mltnon m IN roam themnL nJ .11 I',' .pl+•mI Ipnul ApmneYvm ti,1.xh,,n, Mreb, .ulhortaed to cmtif, III c.glel of a., fr.eraturtroy Ixxrdm MI.x..,of Ihu u,,inn arWhu.n,at IN R,'I..,It IN Cvmrym,arW ' Of to ffi-Iva.Al am Imfa.am auh AlmnuvmA.ut vt SNO61 Agwroy.nlR:1 aml mile IM.uiNuof Nmrn Nn." r.utlrer,IhI,Nxn al Av..rney n gned(..I u.kd hI' Imamdr purw..n L nwrt Ilon ul �k<ao.Id of Ikl,v�ml,ul uW CmvM W�pW m•r,r.ermt July r.Ned and held nn IN ,tt My xl MM,1l9,of ahhh,M fullr.,nt h.hue evrrl , "Wax I Will.n1 IN arymmr0 ,I&xrh 011:n,.M the real xl Ih,('omMm era,M ith,N t+.mn .u,n,.+wry m 111e+ ,.nnuarc r<WInN INwo b, fuunuk..mt anv axlh wan of alem.eY nI rmbll.au N.Iuu Inch taeamd<IYfn.wm,oI I.,mnnl,xvl.nun IWM arW11W.It upm IN Gm.pm and aAf Iurh yt,."w evmutN&M<atlfRd by Lcamtk ntlYlum and hc,unde"1 Inds M,dW and ,,uN upon the In'n .1M ,future of h,.Vwt I..",Noad or uadrnAM,to Rhkh a n nl W kid" ®RA-<"t IN USTIMPNV WNi RI OP $1.MI Fbe&.d Mupe IropYls l.xapanY h.,v.x,ed Ib.m,nume M•W tnM•Ili,ld by maxlM1arNN allnw.Ihn 7rW dayM larwO,AU I4MnSI PALL HRF ANU MAKI'IN(1'RAN('I t:O4pANYSTATE Of MINNFSO1A An m R.Mcy OuI Ito I''th IY $1 .Mime.x ;.tee IN mMrWud ah, r,nwo. die p:,hoe w,onmmv,n.nu wr.w.tlY lm.rn,.ml.Mlrt h)me duly,alua,uW lA&1 WIN h`M IAn+m derhhcd&m!.uthtulud o-ORm of Ill,half Ere tad e Ito Nm Ipwron('wtPYy; Ihat ,A iifhn*d 1,VW uAtOu let,N fat('tleapan SW nY pW('Vlapant.Ina11M,aW CWpUnp Cea1 yW hnrtRr yMYIe alfdu,,Wll,.4 nY Mder xf ,IN%.,a nl O�o um.d"Id CualPwr. ,,Al IN UNDMONN TYNf itim,1 It.n N,... .n,my hanJ..W dUyrd m,tmp Wl Sear n tn.a',of SLoa.Minn.,,.u.the A» lP. J,< &nd yen hM abre anitrn. , 2 PFppyNlt d V f INN'S,Nrtm, Nbh,,,,,fy,y Cxuatt.MN , "s Wmmhnva hue,A/ua 17,Iba, ('FRi11K'AIION 1,IN v IIW�..,taml IN-',< M S• M1.l Fw and Marxu I....(mnMy,a,N ubv suit,Ito,I Nv '..mpued IN fanf.m.,ar,I.,Il I.11,4 AII.NR,y ,of IN 4,Imn of Ito e, La..of aan.t'+minm,.,ul huth P pW an,r of Amumr,anhgr IMN:INAAIN FRF IN TRf IKMF OFF'K'IF OF SAID(L)MP%NV .rW Ih.I IN t.ne are.nnnI h.nuopR Ihmm+i,.ml of IN aK4,of IN I&W�.El.ph,aml tMl,a,aul Gam M M,orarr NI mn Men rev,.lm n wla m 1.0 force .it ffllf . N IN If 51'I40Nv 4,111,0104,14r,W.0"aft RI,k.nd tho YYM._.._LT.(SLaYJr.G____.. Smntpv (hdy.<mldtld I„Py ,r N.,t M Mlnrne, rr.rll.a IN('pldk&fe I.f AulMxnt KA NmI<J u.red vn the upper fraht c<ne,.n outertt bmdmu I",,..p„ ..vMm 'w,pkt ppradacl.om of Ito d.rumen,arc nM..ad Rol badnt.p`"the f.:mpnr. A14V INSTRUMENT UM-Illy IN EXCESS OF IIIP MALTY AMURMT STAYED AROVF 15 TUT ALLY VOID A"Mr"OUT ANY VALIfy I'.n mnluu.m',I ,he.Idlvnu h, 11 IN,F,am al AIhn,I,S....mW relrpkwp tdl h'u FMFI:NwaL a.W aIa Im rM Nrr ni Aumm,l PNam rotor Ia IN aMW('enNun nl A.tln.uv N, and IN ahoy rom.d IadnM.W(il . A 0 I,t i ' PROPOSAL iTO THE CiTY Of RENTON RENTON. WASHIN„TON iGentlemen: The w�;ersigned hereby certif_ that has examined the site of the iproposed work and ha ,ad and thoroughly understand— the plans, ispecifications and contract governing the work embraced in �h,s 'mproveee •t, and the method by which payment will be made for said work, and hereby propose ito undertake and complete the work embraced in this impmi•sent, or as much thereof as can be completed with the money available, in ,ccordance with the isaid plans, specifications and contract and the following schedule of rates and prises: (Note: Unit rrices for all items, all extensions, and total amount of ' bid should be shown. Show urit prices both in writing and in figures.) ' 7 ' Signature '..FY�I Address ... -., •Jr -tt, Names of Members of Partnership: i V DR _ Name of President of Corporation -c - ' Name of Secretary of Corporation Corporation Organized under the laws of iWith Main Office in State of Washington at 1 SC11LIUEE OF PRICE; UUVALI AVENUE N.E. SANITARY SE ME; t (Note: Unit prim, for all Atom, all oateneiGns ood total a+ount of bid must be shown.. dhow wit prime in both words and figures u,d where confli:t occur& the written or tgpod words shall prevail.) ITEM APPROX. ITEM WITH UNIT PRICED BID UNIT PRICE AMOVil2 NO. QUANTITY Lnit prices to be writter. An words C^LLAPS CTS. DOLLARS CTS. t I I S.MEDULE ' 01. 0 Moot ltaattcn LueG Sus Ap Y�a�f,a„r /5D0 /5t in Luop EW tYa�{ah tiagur Ht � — 02. toot 11' Sewer Pile Linear Foot j Fer ltnoo Foot f� 03, 16! 6' Sewer Pipe ' Utne ar Foot kV' r e .eit.' — /9 .n /, /9 to Per line ar Oa S 'utandarM Manholes 49" ' Each ' Fey Each _ -- --— 05. 7 Standard Manholes 56' n /� Eac h c�)r r Icr'a,.. e<e For Ea --_—____._ ' 06. 26 E.tra Depth Manholes - all- V.F. For Y,G. ' 07. S Estri Cloth Manholes - Sa` V,F. i 1`H Per V.i, 08. ! 6' Inside Drop Connectton Each For Each Each ►age - 1 SCHEOOLE OF PRICES UUVALL AVFNUE N.E. SANITAPY SEWER (Note: Unit prices for all itene, all erten►ionr and total SWunt of Did must to, shown. dhow unit prices in both words and figures and where conflict occurs the written or typed words shall prevail.! ITEM APPROX. ITEM WITH UNIT PRICED BID UNIT PRICE AMOUNT NO.. QUANTITY funit rzicee to be written in Vordsj DOLLARS CTS. DOLLARS CTS. ' SChEO,.E ' :I. It 9',6' Tees Each Per Each IYOrd+1 liigur eei 10. 3000 Ban, Run Gravel for Ton Trench Sacifill c e For Ton -- -- it. 519 Pea gravel for Ton Beodinq Material 8 a= /SZ ' Per T — --- __ 12. + Asphalt Concrete Faveeent Ton Cl,as 'B' / r .• ._ Fer Tcn 13. 930 Asphalt Shoulder lreateent Square Yard Per Square Yard la. 600 5/0' Minus Crushed Rota for Ton Trench Backfill: Shoulders and Top Courrs /, ^__ c?O 1 No Par Ton --LC Construction Staking Lisp Su• .— ' GOO Per Lwp Bug T.V. Inspection tLuse Sas � p CIOFer Lusm S/u. C 'li' •� bon — Page - I ' SCHE1JULL OF PRICES DUVALE AVENUE N E. SANITARY SEWER (Mote: Unit prices for all Jteeee all extensions and totalaeount of Did east be shown. Show unit prices in both words and figures and where tontlict occurs the written or typed words shall ptevau!.) —IT—EM APPRO`!. ITEM WITH UNIT PRICED BID UNIT PRICE AMOW% NO, QUANT1 Nn tten in Nozds) DOLLARS CTS. DOLLAP` CTS. ' SCHEDULE •' Subtotal Schedule ' 5.11 Sales Tax t f^ t�� f; Total Schedule V rl 1 1 1 Cage - 3 tv BOND TO THE CITY OF RENTON KNOW ALL HER BY THESE PRESENTS: That we• the undersigned SHORELINE CONSTRUCTION CO., a Washington Corporation as principal, and . P UL FIRE AND MARINE INSURANCE COMPANY corporation organized and existing unter the laws of the State p Minnesota as a surety corporation, and Qualified under the laws of the State of Washington to become surety upon bonds of contractors with municipal corporations, as surety are jointly and severally held and firmly bound t �� �t f Renton in Me penal sum of ONE HUNDRED y}®( EIGHTEEN THOI SAND FOUR c11/lUU`R Fp/"t�e�payment Of which sum on demand we bind our- selves and our successors, heirs, administrators or personal representatives, as the case may be. ' This obligation is entered into in pursuance of the statutes of the State of Washing- ton, the Ordinance of the City of Renton. ,I Dated at Seattle , Washington, this &4.0f day of September 'j 8S . I Nevertheless, the conditions of the ahove obligation are such that: tl WHEREAS, under and pursuant to Ordinance (or Resolution) No. 2295 providing for ;ewer Project No. S-181, 8" Sewer Main Installation, Duvall Ave. NE fr�m NE l7th St. to NE 23rd St. ' '.rhich contract is referred to herein and is made a part herett as thaugh attached hereto), and WHEREAS• the said principal has accepted, or is about to dcceDt, the said contract, and ' order ake to Derforr, the work therein provided for Ic the -a—er and ..;thin the t,-t set forth. ' Not THERE°ORE• if the said SHORELINE CONSTRr.CTIJ?i i. sh aitnful ;y perform all o the provisions of saic ccntract in the .-canner and within the .,me therein set forth, or within such extensions of time as may be granted ender said contract, and shall pay all laborers, mechanics, subcontractors and Tater,almen, and all persons who shall Supply said principal or subcontractors with provisions and supplies for the Carrying on of said work, and shall hold said City of Renton r,rrless from any loss or damage occasioned to env person or property by reason of any care- , lesr,ess or negligence on the part of said principal, or any subcontractor in the per- for-ante of said work, and shall indemnify and hold the City Of Renton narTless frog any damage or expense by reason of failure of perforaanee as specified in said con- tract or from defects appearing or developing in the material or workmanship provided or performed under said contract with;^ a period of one year after its acceptance thereof by the City of Renton, then and in that event this obligation shall be void; but other- wise it shall be and remain in full force and effect. SHORELINE :,,NSTF'CT1(!N `p'L. PA:'1. -IR2'. AND MARINE. INSI;RANi'F. ',t]MPANY t R, A. Mgdre.�',41'x'OltB1E,)K IN--FA/T� - Revised: 8/I6/83 'amul 51.HLUL FIRE.AND N ARINE INSURANCL COMPANY CLRTOR All OF w NRidllom umt,St.Pall,"kwomb 35102 AI�TiR1RflY Nly GENERAL POWER OF ATTORNEY.CERTIFIED COPY 2-. b 1 A ICATf»Akl,t Flit At Nome 011we oy C,mppn}.Sxn ClrhPnNllm.l `..,rx ALL plkni Nt TYIERE:lRIIDFNTN: Y law St.Pu4 PAP ud dWMa A,a d,,A,h,A,astavl wAltNrn`n aepulaod pl Ean!Iryt alWrr Ne Oars n!Me Stall .:q1a,W4 M,MP IIa ptuw4W np1:2 n Ill t Ala,^t\I Paul.4Mmx••..d.a.haleh..r,nV quu aIW awx11N - R, Y. .FAIT, R. A. M olm, Gary R. !1tom, RH;)mrd '. F^rtii ltmcherr `ehri Reynolda, MAmld E. Cook, MrI:. u. Ad..-r., 1^�'1\-iSNllly, SaNttlq WRhiROtM ,11,••ue aW 4NW aNUYIauyl,PanlwbexaWe,sal and dNnw fa all all uaMNR nIWaO aY all aN WMaae4 wdenahmps.asaNpliauRW,erniry,.Aa.V .�,n• all,aAa NaPnTn obil{a1sO M fba na,avr tAnau!,xMh u2 tf n+tl h pN,tad rtyrted lrr pwmatxdM k+..Valun,ruk..:MW.IaM..,wux��u '•"" '.tit -"V*= IR >'IIWTY.TM _MM CP^%IRWV FM N11n,I=J25.CrMC'',00U) EACH e4NV!MM 91 Yp w,A IMIIWPIfw"' FO14Mn,a',Yt Ibnf2 PMSppra•dyp Pp"}tld"""µW N,,"NAN FNe a"11�1na NRYrMR tI^10 ap mnnt,and l%#iiIv y,u"-pf t pwpurai,avrttta P bad taredWf era 4. aherox taAAed ba minpierrA l(Ya}ft nwat,urt.gqutpalrtHke •.rem.at muw4y P aawumd."Ma. 6a.Ae,fitea to all waa M rca„Yad,pur4eanl to and b>ateMaPY :d 41rk Y::YeainM Nl).n tAr Nf laua •.ed by it.NIw4 W INraen'I,M Sl PAI•t I IRl A\b MOM 1NST AA41'T L(1MPANY a`a Mee;Ml•app4 arW ix•111 a.•.<?,ed drI et'.nxa,.19-1,, uhwh,kit folhlmant wu Itue ftmrflpt w Saki AMIPM btC1. 'Ihe plalIm"I sr any Y'n<PMokw.AaPeanf vita Preadan 1 Rnad,n,5nreury flap Ana p,tei and au,lncnv O T+appuM!Aflwna>aJlfA4,all fn awMKwc IfRm Io examxa ml iwba!>nl'.he(`smpan+-Alit xtmh the Cal,I:M Ccm.{:an"MIV W.i.riYda and urWaaGY:t�,retiuplo+xva.uslana.l+.xt ndanlwtt amt.tMr Wrnu4v.,blpa..+s m.h orruia tw."ami •r!',.aPPnwl spe.ul 4fnrrMamaxl. uka an he,aM .ulMeu2d el-n> •,-. ,.Ta, rt, P.,xr '.atn,.nn u,u2d rn yu•.auan.2.r;•Mv fatwM aM:d any All Ill NOLar.W the('runp.PY,and •N l0 MMnb,W bq Ipgn,iny rLLth A1btttHytMlAt rN$petiNl iY5Wf1e!'an'fx a a^]Mr qv•h2 gpPc•n a p vn hrM'• I%at Ill.Mtae.d AnWmv 11 r*wd aW awkd by Ia.V1ndr.p.avarl I: rend +r m •ls N u!d 1u........a",it I'vmpam`,4 ,,,l c a mr,snS Jo1f camdaatd Wd."lM 6th daa It Myr•1919•V1 talah,M'ol�.wlM a1I1Ir,:r<.Pt ­NI. tiMMt:a, !ha a,m!otvs A lwh 0%_ 1n4 the we I tM 2..vrryn) mat M 'I`n.d', :ry u..h p Alt.. an•rm, :a ans,al•u'wir n41Iry Iheacu.bt faeumtle,•and An, „uh p,xn.,, oi!:unta+'.e±+linna IXiluta+A't Ixs,nui..upw+art.,"1a xmde<at.Nap h aap4 aN baadwp upm the ' t aAli.'04 am Nnb ta'",w'aix4uttd mw'1,'14.4 M1v a;umNc Vpnalaxaa.u+d fat'MIIi eAi Misr M,AW alld hmuvac alum 1M1r(',unpAay M IA2 I9Nra xuh,<yAvi 1p anv Mm runA"atlnar uheA,n Alh d' ' •' ,`*t A�; I\ ft\L1N(1\;j N111 R1 Ui it lwl b9e aW Waw,^Imwaeuv r:rxnpany lr,,angJvh,.lmr cr,r^•r:,y.,. amq rt+.,uf*naf<.. At, .. 1.mn.1D laq- i :m1 r� ! CFRNR•AM)% L I"uo&,14"0 1111wer Alt S.rsw Fw W Mwwe InaaYSPre lawNan, and aPlala JAd 9hc o"All lll 9w1h•n.'I Ibv NPGrr.9 laW l rnl kl I\\I,•IN Ili l\ 1111 Walk(WWI (IP SAGO COWANY..I,W IWt thr eaMr ar• „grrl . . a., . ., r ... •nJ11., i: .aIJ I•'.•... .•I ttnl.n kaa Nlr MWI?Manl{ad�r-0umYrmiu%i onr uW.^He:, � �� ' a tK 119TIM(A4Y Nilllttllt 1fun h r.am r .a' and' w 85 !/ ONv s wtdfed"".,s hsn<r.,I A",~ t'aaeMy tha Ca+tiKanl at AutN", N, Printed m rad.,n tM atMte I yJ!I...r.,x••VVr.h+Mtmv Ph+•.::.pwa..'Alt"r• nprcs w rnhee uprotwtu.m N Ill.d:uulamnf ero mvaW uml n;16mdmp rA a Ill('MpMa. L\S INNTRl1MN4T 1%U6b IN tttfR'pS M TMF PF"tALTY AW NI%TA{F0 AW%V 1p TOTALLY AOlO AaiO aYlY1R.'t 15\t 5\I 11,11 Y ,tfa an a . Men Iwr%^x lq vMY-f.uma tLrn. ,, .' h.. 1,an: -1 4 ^i„ P r P "n10 ie xa.l n.. - uE�aui.�rzuzlLriszzaif aia:xzaizcuaLa�.s.f DEPARTMENT OF LABOR AND INDUSTRIES tTHIS CERTIFIES THAT THE PERSON HAMEp HEREON IS REGISTERED AS PROVIDED By LAW AS A ,CONST CONY GENERAL I MJ �RvyyTv WMfM Yi[ y 0001 ►37fNQ 70/01/25 STATE Of WASHINGTON SMOREC lismoltELINE CJNST co F Q BOA �,B u 'N00DIAYI4lE /IIA 90072 ' � 11♦L1af"fpLliTly Yfy,fy �3'3Z=3sfZ1f!'xv-r-.:aa+ I�Zil��� 1 1 _ Application for General Suainess License Nth+ v`_ R[NMD Q �T+��tt,/t 4a.St its Bu mess ,1w Mntpn BuaiMO ,/O �0 truclaa Tan No.Q'79- LZaN,Z. uclnss VIDIA•O2•EG-q+J74 reLlLLrenN Ib / ainess Name �y{�:{Z(�L',t`Ir (Cr1; (,Z.�, owner Naer34AA`iS-T. S'UZUKI rataan 195e Wem1�y1 rf- a 422k,- 17ZO'41 PL {1.6 1A�mr]1 Al `V �elness PMne �20(e) 4,83-inkcD Ownar Phone -74/ -.1,57A ,ltnq 2 cp Address p.0. �_r. yip Emergency tiamis And Phona Numbe[s ' WaontAlytt� c � 9�7Z T&P-As t, phe 747-&EQ3 _ : ll�•�y R �,cFQIG _ ph. T4 3.3'1�1 jueM>•oe Type— CMcm all items that apply Desc,,te type of business- Taxes business Sales /� C7 ij 9P.10 Oft Ica Service _ l f11JG T�?L fi—rrjf�[J ■ Contractor Industry-Nanuractur. ._ ■r Nptat/Itbtel _ 1nst1tut11n-tdYNtlon Date Business Opened —MAV Is"' I�4-1 (Area,to.F.,is,C t am'"'C,ALLY to"B1/Mlfa mteDE C'TY LaITS m tare F-e far HOME KM 488 LOCATED fNtEE CITY UWT$) ln"rt belwt the total nureher of employeeh rincluding owners), the license fee, penalty, It any, aM e total tee due Businesses outside the City Limits, count only those employees working in the City. nalty tee schedule for failure to pay License fee within thirty 110) days of date due is 5% of the scan" Les for the first Ponth and an Additional 5s for each succeeding mon•h, not to exceed 25s. ' MTE PASIC Frt tb. EPIP1.01EF5 LICENSE FEF PENALTY TOTAL RE A, 1 through 5 tlmployses S 40.00 t C. through 10 6Employe. e0.00 1 C. l through 70 Employees 170,00 D. 21 through 100 Employees 740.00. ' plus S5.00 Per employee ---- -- over 21 [n number E. 101 through 200 Employees W A0• plus FL50 pr Mp1oY.e torer 101 in number F. 2010 more Eployees 500,00a plus $3.00 pat employee --- over 201 in number t Mreer eatllfT tMt 1M . .tamentr and ,n[4fea ion 1u1n1.M! be en tnN .W licaUw • .rN coepla., t0 tne 4., of q M..leap a.Iaw elaae. vet the nu.Ynb .N lntorwtren furmwe try wen tsu .FeLuo,an •r. ewli< q.ror0. .W ... ...i1w,1. ter Pali- I.- euownl to auu ef- Yan.eyton�m(v q-Ir-Nc / lT of Bent Ll.rl. Division -Cempl.tM mpplicat Bon en. � on am mill A..nw Froth Mnton, Whi Mton N05f 1 H-2los 01 0"ICt USE ONLY 11/B2 sA � �� Clty sir � r�{ , e. r,1A,+. aFt T . et. SHORELINE CONSTRUCTION CO. Oentrar Contractors Sm OREC,'374 NO »e15 we.e:m..w sw�e�.w ww ais.ew�oc r o fie.a we.w«ar ww..M..tort Septerber <, 1985 1 City of Renton Maucipal Building 200 Mull Avenue South Renton, Washington 98055 ! Gentlwen: ' 7ho follwirr. corporate officers are authorized to sign contracts for shemlure Ctnstnrtion Co. James T. Suzuki, President ' William R. Liffri.4, Vice-President Yuri Suzuki, Secretary,nYeasurer Samples of their signatures appear belw. tVery truly gnus, ' sllo ].iT7E R1t51'RIICf CD. . Jatms T. Suzuki, President mlys l Jams T. Suzuki, President. 1 a ' William R. Liffrio, s 4 i Suzuki, .as. ' • wK aaolm, of ` :c•• 10/16/BS 5'rANANLF.Y I'. S:.bTTN N„ T'r{RIITrxcaT[0 R1ere Y.Y!T!A p erOIg11 TreN eM!+W CA.eery .2312 Ee tlakn Ave, Ea, msr�`c pr uiea!rsmv"kaar�M010M TMrs !r ous-,wq!,u�xe. SaAttle, VA 88102 - �0e�0 er TY wuxs wlo� COMPANIES AFFORDING COVERAGE 0._•. A UNITED PACIFIC 2NSURANCE MWANI SHOT - IS '"'to`S AND OTHER BRITISH CO. SHORELINE '7DN.`TRUCTION Co. - P.O. Box 158 r +`•- ,00dinv:lla, VA 98072 C NISSION AMRICA INSURANCE CO, "N•M ITl"!T"T a ,,CH6 QaesueaBcr JrTrneuo.Wh ea«INUkp TO T1E MIND MOM.Nr MoUV 0W Tr1rY dr Cp1dTpN Or NNr NN'RaG!nR J'YP}I r�w'Nir�ectNcro o Mr�ir �r asewoMd ,, Ie1rI1O oA W,r arNT0.N !Ms rNeuruNcs•TrO,OtD eY TN[^alrGrt OledYe6o N P';91 M%t,aC TO NiL!1R*ewra lYCIC Are)C b4 !une or sua aacrs - , _. T w. .. •,w .��48+r..'MA M TlrfxMUq r r n A' LP 1345175 loa 85 1J/1/86 w;" S *.•a P! 32-0575 IMF?./qs 1C/1/86 `_ .-A: 500 rS S00 250 '.S 250 \ A COX"u4swo q C la'Ma. f4w . Mil O91830 - 10/1/85 IP/1/86 • 'w,i., $,00o t„000 srntoreBe LMeAar i e/Yp � 1 'b'G+r NWM rr.L�GYN!p�NMRFrC1.FLYiCM..RM r SEVER PR�Cp.�- INST AS RESPECTS \'P':": ,�-.;_ JECT a5-381. a- EWER MAIN tiE 23ri St. IT IS UNDERSTOOD AND AGREED MA'i 1 'S RESPECTS THE ABOVE KENTIONED PROJECT. bs`.R1 n,if N[e ly$Li4: �.•y.t. *KOLA • ' ,•M,bTTIN(N NCTNY To•a� `e.�YYYpRtNro(� '.1%Y%xl� WIS IYYI�A[,]el. 4xYNxRYlOOHer .(Y aAt fk K'.ypgA7p� ALWNiIc t+l t0.xCl C%'tiYP,A Q+ra� sTAKi ri T. scorT G co., rxY'_ Ma Ale 4T M COrref.ai 'Y OMr Syp cohov" .._. 1311 raetlake Are. A. SxiSale ae µTM lrm coNee+,.: ry+tF Does rcT+rttq .. °xsaes M+Ow smattb, Washington 98301 j COMIPAMM AFFORDING COVERAGE -- r— iLvniµ A United Pmelfte rneurance Compan hy ..... _. --. COWL. lr^fn 8 Granite State rneur",Ce Company SpOkULDW IXA.srK0C7'r4Y CO, r.V.: N �A 8ar 358 `i C - moodLwllle, Meehington 98077 ++ - - — MCA D ...: E rwt MTA nlnv rN11r gxgM Of MWNrte Wt{a Mtow NavaaMN ft"M IM Iu� M� M TMIMCpp/1MM nr un isJtntOT16 S#MIMD M4RD MOK�M T1! 4N116 PF tucn POVCKe tY MnM m+N"• oNoao BY nm ro, "ft ,OR O HM 0 0umeR{T p µM S'� �d�Mrll CATG mic LP1485782 1011184 1011185 > 500, 500, r A L0118578T r 10/!/81 30/1/3, r r ar s■MM laAeSRr 500, ' J�S**s*'AIM ^*w^�w�aww uw raeaeYmm s~TV j As Aeapeccs; sever PMJert ►5-381, 8" s� � � Str- up"1et . �11 Awe. eB tram}roal7th.�-- Addl to raa 1lyd. st. It !e Addl[tonal rnaurW Mdmrmtood drat pram[ that thatmet city or Amnton is marl me as tee M the aAOera Kemtioraad Cltg of Amman 200 Kill A/e, s. aee.c K;cns Penton, Kaehingten 98055 3, rtxYp7r ',� arrr»nrrranrarrxirreraawrmrr-xrxarrrrrrarre•r Yrt9txtr7txr#rrrayty�4Ylrrrrrrrrfrxrr�'+zxfrt rr xwz K,A. i 1of7 tCONTRACTS OTHER THAN FEDERAL-A.) FHWA ' THIS 'GREEMENT, made and entered into this 1h a(dey of by and between THE CITY OF RENTON, Washington, a municipal corporation of the State of Washington, hereinafter referred to as "CITY" and shorcllnt_ ' y"�trnrfi" , ,_ , hereinafter referred to as "CONTRACTOR." ' W I T N E S S E T H: 1) The Contractor shall within the time stipulated, (to-wit: within working days from date of commencement hereof as required by the Contract, of which this agreement is a component part) perform all the work and services required to be performed, and provide and furnish all of the labor, materials, appliances, machines, tools, equipment, utility and ' transportation services necessary to perform, the Contract, and shall complete the construction and installation work in a workmanlike manner, in connection with the City's Project (identified as No. ,-le for improvement by construction and installation of: nuy:,11 dvi. K.H. Sanitnty Sewer gain Fxtention. ' All the foregoing shall be timely performed, furnished, constructed, installed and completed in strict conformity with the plans and spec- ' ificatiors, 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 thet all of said labor, materials, ' appliances, machines, tools, equipment and services shall be furnished • Contracts Other Than Federal-Aid FWWA zor 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 pans, specifications and all regr.ire_ ments of or arising under the Contract. ' 2) The aforesaid Contract, entered into by the acce)ty ce of the Contractor's ' bid and signing of this agreenent. consists of the following docorients, 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 fl Bid ' g` Advertisement for Bids h) Special Provisions, if any ' I; Technical Specifications, if any t 3. If the Contractor refuses Or fails to Prosecute the work o; any part , thereof, with Such diligence as will insure its completion w4trIn the . - solecified in this Contract, or any extension in writing therecf, ' or fails to complete said work with Such time, or if the Contractor shall be adjudged a bankrupt, or if he shuald make a general assignrient ' for the ben,fit of his credi�ors, or if a receiver shall be appointed or. ' account of the Contractor's Insolvency, or if he or any Of his 0 ' Contracts Other Than Federal-Aid FhhA 3 of ) eSubcontractors should violate any of the provisions of this Contract, the City may then servt written notice upon him and his surety of its Intention to terminate the Contract, and unless within ten (10) days after the serving of such notice, such violation or non-compliance of any provision of the Contract shalt cease and satisfactory arrange e, • for the correctior thereof be made, this Cortract, shall, upon the expiration of said ten (10) day period, cease Ana terminate In every ' respect. in the evert of any iuch termihation, the City shall snnadiattly serve written notice thereof upon the surety And the Contractor and the surety shall have the right to Late Over and perform the Contract, Provided, however, that If the surety wit!ir !.If after the serving upon it Of such notice of termination does not norm the Contract or dots not_con!lnfe.,parrfOrmanfg tntreof within thirty (33) ' day$ from the date Of Serving Such notice. the City itself may take Over the wOrx under the Contract and prosecute the some t0 completion ' by COrtraKt Or by any Other method it hay deem advisable, for the account and at the expense Of the CDntra;Lor, and his surety shall be liable t0 the City for any exCPSS Cost Or Other damages occasioned the 1 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. A) The foregoing provisions are in addition to and rot in limitation 04 any Other rights or remedies available to the City. Contracts Other Than Federal-Aid FHwA a of 7 ' 51 Contractor agrees and covenants to hold and save the City, its officers, , agtnts, rtprest"tittves and tmployets hirmlOSS and to promptly indemnify same from and against any and all claims, actions, damages, liability ' of ever, type and nature including all costs and legal expenses by reason Of any work arising under Or in cOnnKtion with the Contract to be performed hereundtr, including loss of life, personal injur} t and:nr damage t0 property wiling from or out of any occurrence, orlssion or activity upon, On or apout the premises worked upon or in , any ay relating to this Contract. This hold harmless and indemnlficatl�r , provision Shall likewise apply for or on account Of any patented or un- patented invention, process, article Or appliance manufactured for list ' 1n the performance of the Contract, including its use by the City, unleSS otnv•wise specifically provided for in this Contract. ' In the !vent the City Shall, without fault On its part, be made a party e t0 a^y litigation coMenced by or against Contractor, then Contractor snall proceed and hold the City harmless and he shall pay all costs, expenses and reasonable Attorney's fees incurred or paid by the City , In correction with such litigation. Furthermore, Contractor agrees to , PAY all costs, expense and reasonable attoreey's fees that may be Incurred or gold by City in tht onfo.canint Of any Of the cgvtnirtS, ' provisions and agreements hereunder. 6) Any notice from one party to tht cthtr party under toe Contract shall , be in writing and shall be dated and signed by the party giving such , notice or by its duly authorized reprtsentative of such party. Any such ' ' tontrarts Utl"e• Than Federal-Aid FHNA 5of ' No]ice as heretofore specified shall be given by personal delivery thereof or by depositing same in the United States mail, oostage prepaia, Certified or registered nail. ' 1) the Contractor shall commence performance of the Contract no later Loan 10 calendar days after Contract final execution, and shall complete the t '1 performance of the - tract no later than 45 _ working days *ram the data of commencement. For each and every working day of delay tafter the established day of comeletion, it is hereby stipulated and ' aclieed that the images to the City occasioned by said delay will be "+' cum of $.?To_oU Ser. 1.69�9 ' as liquidated dairagei (and not as penalty) for each such day, which shah Ne Raid by the Contractor to the City. 1 81 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 re„pect to any warranties or responsibility for faulty materials or workmwnship. The Contractor shall be under the duty to remedy any defects Im the work and pay for an) 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 ehserved defects as haretofore specified with ' reavanable promptness after discovery thereof, and Contractor shall be 1 h of 7 Corrracts Other Than Federal-Aid FHWA 1 obligated to take immediate steps to correct and remedy any such defect, 1 fault or breach at the sole cost and expense of Contractor. 1 9) The Contractor and each subcontractor, if any, shall submit to the 1 City such schedules of quantities and costs, progress schedules, pay- rolls, reports, estimates, records and miscellaneous data pertainin; 1 to the Contract as mar be requested by the City from time to time. 1 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 1 persons and firms perforeing labor on the construction project undo, 1 this Contract or furnish.ng materials in connection with this Contract; said bond to be in the full amount of the Contract price as specified 1 in Paragraph 11. The surety or sureties on such bond or bonds muse hr duly licensed AS a surety in the State of Wassington. 1 1 11) the tatal amount of this Contract is the sum of Une Hundred Elahteen 1 Thousand and Four Dollars and 2t 100 St18 004.2t which includes 1 Washington State tales Tax. Payments Will be made to Contractor as specified in the "Special Provisions" of this Contract. 1 1 i 1 ! Contracts Other Than federal-Aid FHWA 7 of 7 ! IN WITNESS WHEREOF, the City his 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 r resi enY ♦rtnerVne* ye�oi-- ! ATTEST: ! er� d/bia Shore)Inc Const[n�ri ten• I,f, ���rM Ha+np ! Individual` Partnership ! Corporation n A%Anhiu•tuo Corporation to e e ncorporatioh ! ! Attention: If business is a CORPORATION, nary of the corporation should oe listed ir, ! full and both President and Secretary must tipn the contract, OR if one signature is Pero,tted by corporation by-laws, a copy of the by-laws jow l be furnished to the city and ir4de a part of the contract document. ! If business is a PARTNERSHIP, full name of each partner should t� listed followed by d,bre (doing business as) and firm or trade name; any one partner may sign the contract. ! if business is in INDIVIDUAL PROPRIETORSHIP, the name of the owner should appear followed by d/b/a and name of the company. ! ! r rCITY OF REWTON INSTRUCTIONS FOR E.E.O. CONTRACT COMPLIANCE REPORTING (Ref Title vl Civil Rights Act, Executive Order 11246, and City Resolution 2340) r r 1. This City of Renton Equal Eaployment Opportunity Reporting System will apply to all contracts in excess of Slo,n00 awarded by the City, except for those contracts which involve separate State Highwsy Department or Federal E.E.O. Report rrequirements. (See sttached Sample Report Form - City of Renton; 2. EEO Reports for each month are be submitted during the first r weak of the following month while a contract is in progress. Sap►rate Report Fora 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 Subcontrsctor EEO performance. All reports are to be delivered to the appropriate City Project Engineer, and will be considered a prerequisite to the processing of Monthly Progre•� 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. 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 coimection with the bidding process. (The Prime Contractor should obtain an Affirmative Action Program from each of the Subcontractors.) When th, City's Project Engineer is not satisfxl� with the LkU performance on a specific protect, ar. attempt will first be made to resolve the problem by direct I isison with the Prime Contractor. If a satisfactory conclusion is not negotiated, the matter will then be referred to the Citi's EEO Crficer for further evaluation. A ten-day "sho. cause" will be sent to the Contractor bef,re any further referral of a problem to the Cit; Affirmative Action Steering Committee, and possible subsequent action by the City Attorney, 1 r r r Revised 1/805 Revised ?A/go r 1 CONTRACTOR/SUBCON'TUCTOR ;�Y p MONTHLY NANP011fR UTILIZATION REPORT !both: Teat 1 Tv be submitted to the City's Pro)ect ,? Goals and Timetables as concitte3 g Caglneer durin the let week of following F� 1` in Contractor's Affi rsa;lve month while contract is in pmgrass. Prima '� Action Plan R 1 Contractor is responsible for obtaining and ' submitting all Subcontractor popzor s. or per City's Plan 9,1 I o'. (eaea sad location of CRPllanc• Asener otpt 1 From (Mee IN. lacation of ttarra.tor 1 report IS required by Executive Order 11.14 ectior ;33. ■I:u-e is re-, 1 r, u.t in Sanctions which include suspension, tencinatler, cancel:e•i,,n, "r 2, onT rat. 1. s _ 1 York Sours • 6eplcraent (stt footnote'. Clsaai s• e, e • _ tie:• N1a- I . Aaien/ .etal • •a . 1 ConParie'a Namt (.,r.l :^Je tiont Testa' black "tt na an fec N3e I. 1 T Tr r Tr r - r rAr rTr 1 ' CceeaN Sa a.'a ynat�n 4,d MEN :ate s3gneo ,'Naies a remales. •tlUnorities a NOn-rinoriti blsieE Page 1 .!6 lsuttal Requirements 4 City's Goals^riaetab:es1 -- ' IMSTRL'CTIORS FOR PTL::iG E.`(PLOINMT LTILIYATIOh REPORT (CITY OF RERTOR) The &;plo•eent Utilization Report is to be completed by each subject contractor , (both prime and subcontractors) and signed by a responsible official of the ' company. The reports are to be filed on the day required, each month, during t" ten of the contract, and they %hall include the tot&. work-hours worked on the project for each employee level In each designated trade for the entire reporting period. The prime contractor shall submit a report for its work force and sh4b11 ' .ollect and submit reports for each subcontractor'% work force to the Compliance Agency that is funding their construction protect. Repurtina Period . . . . . . . . . . . Self-exolanator- Compliance Agency . . . . . . . . . . City of Renton (administering department t Contractor . . . . . . . . . . . Any contractor who has a qualifying construction contract with the City of , Renton. 1. Company's Same . . . . Anv contractor or sutecft victor who has a qualifying contract, , 2. Trade . . . . . . . . . . . . . . Only those crafts covered under applicable EEP bid conditions. ' 7. 'Work-bourn of Emplovmrn[ . . . . The total number of hours worked by all employees in each classification; the total ' number of hours worked by each *minority group in eacb classification and the total work-hours for all women. CSJssi:icattcn . . . . . . . . . . The level of accomplishment or status of the worker in the trade. (C - Craftut•rMer - ^,uAlified, Ap - Apprentice, Tr - Trail ' .. percent or. minority work- hour, of ;-•tat work-hours . . . . The percentage of total minerity work-hours worked of all work-hours worked. (The sum ' of columns b, c, d and a divided by column a.} % -`_,n of `ti narlt. ' • • . . . • Sumber of mi:iority employees wcrklna in cantrartor's agaresate work force during reporting period. ' F, Total Number of Emplovves . . . . \cnber of all employees working in -ontractor', segregate wirk force during reporting period. a "inority is defined as in.,ludina Slack., Rtspantes, American Indianx and Asian , and Pacific Islanders - both men and woman. FE. DiREMENTS FOR THE PREVENTION OF ENVIRO\MESTALCES VOL UT 111 IF ' 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: loin County Ordinance So. IS27 requires Building and Land eve 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 stand- ards to be incorporated into project design by Engineering Services. Reiiew by Hydraulics Division. ' King Count1 Ordinance No. 800, No. 900 No. 1006 and Resolution o. o. o. o. an o. -TI conned in� ounty o e tt es an are provisions r disposi- tion of refuse and litter in a licensed disposal site and pro- vide penalties for U-ilure to comply. Review by Division of Solid Waste. t Pu t Sound Air Pollution Control A encv`_Re�ulaticn I : A regu- - Tat%o ion to control t e em usion o ate contaminants Flom all sources within the jurisdiction of the Puget Sound Air Pollution Control Agoncy (King, Pierce, Snohomish, and Kitsa, Counties) in accordance with the Washington Clean Air Act, R.C.W. 70.94. e WASHINGTON STATE DEPARTmE57 OF FCOLOOT W.A.C. 18-02: Requires operators of stationary sources of air ontiminants to maintain records of emissions, periodically re- port to the State information concerning these emissions from his operations, and to make such information available to the public. See Puget Sound Pollution Control Agency Regulation I . R.C.W. 90.48: Enacted to maintain the highest possible standards to ensure 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 of Washington. It is unlawful to throw, drain, run or otherwise discharge into any of the water of this ' State any organic or inorganic matter that shall cause or tend to cause pollution of such waters. The law also provides for civil penalties of SS.000/day for each violation. ' R.C.W. 70.9$: Establishes uniform statewide program for handling solid pastes which will prevent land, air and water pollution. Makes it unlawful to dump or deposit solid wastes onto or under the surface of the ground or into the waters of this State except at a solid waste disposal site for which there is a valid permit. WASHINGTON STATE DEPARTMENT OF NATURAL RESOURCES ' A.C.N. 76.04. 370: Provides for abatement of additional fire haz- ard (lands upon which there is forest debris) and extreme fire hatard (areas of additional fire hazard near building, roads , crmpgrounds, and school grounds) . The owner and/or person respons ible is fully liable in the event ■ fire starts or spreads on ' property on which an extreme fire hazard exists. R.C.N. 76.04.J:7: Defines terms relating to the suppression or , a atement o orest fires or forest fire conditions. R.C.N. 70.94.660: Provides for issuance of burning permits for aging or prevention of forest fire hazards, instruction or ' silvicultural operations. R.C.N. 76.04.310: Stipulates that everyone clearing land or , c eating rig t-of-way shall pile and burn or dispose of by other satisfactory means, all forest debris cut thereon, as rapidly as the clearing or cutting progresses, or at such other times as the , department may specify, and in compliance with the law requiring burning permits, R.C.W. 78.44: Laws governing surface mining (including sand, t grave stone, and earth from borrow pits) which provide for fees and permits, plan or operatier., reclamation plan, bonding, and inspection of operations. , W.A.C. 332.18: Delineates all requirements for surface mined lan rec ra—ma tion. N.A.C. 332-24: Codifies requirements of R.C.K. 76.04 pertaining , to an c eating and burning. U. S. ARMY CORPS OF ENGINEERS ' Section 1 of the River and Harbor Act of June 13, 1902: Author- izes ecretarY oi~Army an oi•ps o ❑yfineers 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 f the Federal Water Pollution Control Act (PL92-500 36 tat. Aut�iorTzes tie e3 c�etaiy oT Lhe Timy, acting , tt oug_Y_the Corpa of Engineers, to issue permits for the discharge of dredged or fill material into the navigable waters at specified disposal sites. Permits may be denied if it is determined that such 1 discharge will have adverse effects on municipal water supplies, shell fish beds and fishery areas and wildlife or recreational areas. MISCELLANEOUS FEDERAL LEGISLATION , Section 13 of the River and Harbor Act a roved March 3, 1899: I%OYl es t at isc�e—oT re-fuse wTtFio �permitirito navigable t 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 COUNT) BUILDING AND LAND DEVELOPMENT DIVISION Ki_&Count, Resolution No. 25789 requires an unclassified use permit or i it;, quairytng including borrow pits and associ- ated activities such as asphalt plants, rock crushers) and refuse disposal sites and provides for land reclamation suhse- ' quent to these activities. A copy is available at the Department of Public Works or Building and Land Development Division. ' Shoreline 11 n ement Act 1971 requires a permit for construction on rate s ore 1nes�rmitt acquired by Public Works and reviewed by Building and Lard Development Division. ' K�ngC_ount_ Ordinance No. 1188 requires permit for grading, land fil s rave pits, umping, quarrying and mining operations except on County right-of-way. Review by Building and Land Develop- ment Division. WASHINGTON STATE DEPART+IENT OF FISHERIES AND GALE ' Cha tat 112, Laws of 1949: Requires hydraulics permit on certain projects. tKing County Department of Public Works will obtain.) ' WASHINGTON STATE DEPARTt:ENT OF ECOLOGY V .A.C. 173.220: Requires a National Pollutant Diszharge Elimination ' )stem permit before discharge of pollutants from a point source into the navigable waters of the State of Washington. ' W.A.C. 372-24: Permit to discharge commercial or industrial waste waters ante tate surface or ground water (such as gravel washing, pit operations, or any operation which results in a discharge which contains turbidity. ) W.A.C. 503-12-100: Requires permit to use surface water. ' W.A.C. SOB-12-190: Requires that changes to permits for water use e reviewe y ttie Department of Ecology whenever it is desired to change the purpose of use, the place of use, the point of withdrawal and/or the diversion of water. W.A.C. 50B-12-220: Requires permit to use ground water. W.A.C. 508-12-260: Requires permit to construct reservoir for water storage. ' W.A.C. 508-12-280: Requires permit to construct storage dam. N.A.C. 506-60: 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 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 sma 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." 76.08.030. Cutting permit required before cutting merchant- s e rim er. ' R.C.W. 76.08.275: Operating permit required before operating power equipment in dead or down timber. R.C.W. 78.44.080: Requires permit for any surface mining opera- tion 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 March 3, 1899: Requires ' permit--for construction of er t an ri ges, see S. Coast ward administered permits) on navigable waters (King County Department of Public Works will obtain) . FIRE PROTECTION DISTRICT , R.C.W. 52.28.010 52.26.020, 52.28.030, 52.28.040, 52. :6.050: , rout es aut or ty .or, requirements of, and pens ties of r failure to secure a fire permit for building an open fire within a fire protection district. UNITED STATES COAST GUARD e Section 9 of River and Harbor Act of March 3, 1899 General Nr�ide_ , ct o ?!arc , an eneral Bridge Act o as a�endeU .. u�u st T3S� squires a permit or construction o ridge on naviga5�ers (King County Department of Public Wiorks 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, ?rational Environmental Policy Act of 1969, Water Quality t Improvement Act of 1970. PUGET SOUND AIR POLLUTION CONTROL AGENCY , Section 9.02(d) f2) (iii ' of Regulation I : Request for verifica- tion o popu ation ensity. ontractor 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 PROTECTION AGENCY Title a0 [hater lc, Part 61 : Requires that the Environmental Piotecu on gency�e noiatiied 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 vari3us road projects. Copies of these pe.nits, ordinances, laws, and resolutions are available for inspection at the Office of the Director of Public Works, 900 King County Administration Building, Seattle, Washington, 98100. It shall be the responsibility of the ron- tractor to familiarize himself with all requirements the All costs resulting therefrom shall be include ' in the Bid'^'. ices and no additional compensation shall be made. All permits will be available at construction site. I OWY-R 12120-AA PAFVAILINU MINIMUM HOURLY WAGE RATES JUNE 2T, 196S nLLUPATI Vit FLAGGEMS tft.,ATIIIN: C14FI AN. CIALLAF, ODU;Iq. GRAYS LARBnR. ISLAND. JEFFFASUN. KIN.. KIISAP. AI TIITAS. LEWIS. MASUti, PALIF It. PIERCE. SKAGIT , iNUTAMISh. fHUPSTUt.. WHATCUM AND YAKIMA CLJNTIFS. ' I= 1W.1 9ENEf 11% ' ToIAL HOURLY BLNFFITS 3.43 ►iH'<. STATE RAIfS UCC U^A T I UK CLLUPATILN St A I F Ft UERAL LWE UE SCR Till GFF NATF RAT 2e0-UJ10 fIAG�ER II. TB -- Cf Pf NTCN UUVAL AVENUE NE SANITARV SEWER ' S-181 PAGE 1 I rY-R32320-AA PREVAILING MINIMUM HULRLY WAGE RATES JUKE V. 1995 OCCUPATICNt LABURFRS I SEWEK C WATER LINE CCNSTBU(TICN1 LTIU4: Cl A1LAM. GRAYS HARSUK. ISLANC. JFFFER4F41. KING, KITSAP. LEWIS. '14SON. PACIFIC 4ACRTt1 (i WAHKIAKUM CUUNYY NURTIIERN BOUNDARY FATE4+.)LO OUE .EST IU THl PACIFIC GCEANI. PIERCE. SKAGII♦ SNUHCMISH. TNURSTCh ANC WHATCCM COU41I[S. 1 FR141;[ PFNEf ITS HEALTH ANC WELFARE 1.TS A/HV , STATE 1 PE`ISIIIN 1.55 A/HR. STATE TOTAL HOURLY BENEFITS 3.43 1/HR. STATE 3.31 A/HR . FEDERAL TRAININu FUND .13 A/HR. STATE 1 WAGE RATES 1 ULCUPATIUN (iLCUP AT ION STATE FE OFRAL C t?0E DE Sc RI PII CN RATE RAII 1 360-0010 GFNFR►t LABORER 13.80 13.RU 360-OOiO PIPEIAYER 14.2E 14.211 360-00 10 IIIPMAN 14.L4 14.14 i i 1 1 1 i 1 1 CITY OF KFNICN OUVAL AVENUE NE SANITARY SFWEA 1 S- 3B1 PAGE 2 1 I rV-R 32120-AA PREVAILING MINIMUM HCLRLY MADE RATES JUNE 27. 1985 OCCUPATION? POWER EQUIPMENT OPERATORS ISEWER 6 WATER CnNSTRUCTIONI 1CATInN: CHELAN, CLALIAM, DOUGLAS (THAI PCRI ION WHICH LIES NEST OF 111E ' 12011 MFRIIIIAN). GRAYS HARBOR. ISLAND. JFFF€RSUN, KING. KITSAP. KITTIIAt, LFWIS. MASON, PACIFIC MATH Df A STRAIGHT LINE FRJN T11t Sn U1HCCr4 RCUNOIRY L'F LEWIS COUNTY EKTENUED WEST TO THE PACIFIC CCEANI PltRLE. SKAGIT. SNOHOMISH. THURSTON, NH►TCOP ANO YAKIMA CCUNTIES. FRINGE RCNFFIIS tHEALTH AND WELFARE 1.95 t/11R . STATE PENSION 2.00 A/Hk. STATE TWAT. HOURLY BENEFITS 4.01 3/HR. FEDERAL TRAINING FUND .21 S/HR. STATE WAGE RATES ' OCCUPATION PCCUPATIUN STATE FEDERAL (UOt DESCRIPTION RATE RATE GROUP 1 ' 580-0040 BACK FIRER 16.92 16.92 580-003P BACKH^.E 1180 LASE TYPE ANU LARGER WITH 16.92 16.92 AIIACHMENTSI 580-0100 EIAM 16.92 16.92 ' 500-U120 CRANF 16.92 16.92 580-0130 CITLHING MACHINE 16 92 16.92 56J-050 002FR TALL CAT. TYPE C-3 ANC LARGER) 16.92 16.92 5AU-0160 DRAGLINE t6.92 lb.92 580-0190 F '-ENC LCAUER 12YOS. AND OVER) 16.9; 16.92 SOJ-021l 'C 16.92 16.92 580-0220 . WELDER 1(1.92 16.92 SRO-024C 1"j. _WADER 16. :1 16.91 SOU-031i SCREEU 16.91 16.91 580-0310 SHIIVFL 13 YOS. ANC UNDER) 16.92 I6.92 ' 504-0150 SIUL FlUM (ALL CAI. TYPE 0-3 ANJ LARGERI 16.92 16.91 GROUP 2 ' $80-0020 BACKHCF 1680 CASE TYPE ANO SMALLFR WITH 16.425 16.425 ATTACHMENTS) 5NO-0050 RENDING MACHINE 16.425 16.425 SOD-0050 RCCM TRUCK ISIATICNARY ) 16.425 16.r75 ' CITY OF RENTON OUVAL AVENOF NE SANITARY SEWER ' 5-381 ' PAGE 4 i Y-R32320-AA PREVAILING MINIMUM HOURLY WAGE RATES JUNE 27. 1985 OCCUPATION: POWER EQUIPMENT UPFRAIORS (SEWER R WATER CONSTRUCTION) 10CATICN: CHELAN. CLALLAM. COUGLAS (THAT PORTION WHICH LIES WEST OF THE 1201H MERIDIAN). GRAYS HARBOR. ISLAND, JEFFERSON, KING. KITSAP, KITTITAS, LEWIS. MASON. PACiF►C (NORTH OF A STRAIGHT LIRE FROM THE SOUTHERN REUNOARY CF L(k IS CCUNTY EXTENDED WEST TO THE PACIFIC OCEANI PIERCE, SKAGIT. SNOHOMISH, THURSTON, WHATCCM AND YAKIMA CCUN? ES. WAGE RATES OCCUPATION OLCUPATION STATE FEDERAL CODE OESCRIPTICN RATE RATE GROUP 2 580-0070 BORING MACHINE 16.425 16.425 580-0090 COMPACTORS 16.415 16.425 580-0I40 OOZER (ANY TYPE SMALLER THAN CAT U-31 16.425 16.425 580-0170 DRILLS ILERCI TYPE) 16.425 16.425 560-0180 FRONT-ENJ LCAUER IUNDER 2 YO.) 16.425 L6.475 580-0200 GIN TRUCK 16.425 16.425 580-0230 MECHANILAL GREASER (LARGE GREASE TRUCK) 16.425 16.425 580-0210 PAYING MACHINES 16.425 16.475 580-0280 POT FIREMAN IENGINE OPERATED ABOVE 3 BBL.) 16.425 L6.475 580-0300 ROLLERS 16.425 16.425 58U-0320 SERIICE PLOW 16.425 16.425 580-0340 SIOE SUOM (ANY TYPE SMALLER THAN CAT D-3- 16.425 16.475 SBU-0160 IHAC7AIR 16.425 16.475 580-0380 WELL POINT SYSTEM 16.425 16.425 iGROUP 3 580-OOIO AIR COMPRESSOR 14.46 14.46 SRO-009U CHAIN TYPE OITCHER (DITCH WITCH) 14.46 14.46 580-0110 CONCRFTF SAW 14.46 14.46 SOO-026C OIL-GREASER 14.46 14.46 ' 580-0250 OILER 14.:6 14.46 580-0290 PUMP 14.46 14.46 580-0370 WELDING MACHINE 14.46 14.46 ' CITY OF RENTON DUVAL AVENUE NL SANITARY SEwER 5-381 ' PAGE 5 �Y-R32320-AA PREVAILING MINIMUM HOURLY WAGE RATES JUNE 27, 1985 OCCUPATIONS POWER EOUIPMENT OPERATORS ' )SEWER C WATER CLINSTRUCTIONI 01( ATICN: CHELAN. CLALLAM. DOUGLAS 114AT PORTION WHICF LIES WEST OF THE t 12�.H MERIDIAN), GRAYS HARBOR. ISLAND. JEFFERSON. KING, KITSAP. KITTITAS, LEWIS. MASON. PACIFIC (NORTH OF A STRAIGHT LINF FROM THE SOUTIIEFN RCUNC4RY CF LEWIS CCUNTY EXIENDFC WEST TO THE PACIFIC OCEAN) PILRCE. SKAGIT. SNOHOMISH, THURSTON. WHATCCP AND YAKIMA CCUNt1ES. OTHER ' 580-99I0 STATE: OVERTIME-Ail WORK PERFORMED IN EXCESS OF B HOURS GEM DAY OR 40 HOURS PER WEEK AND ALL WORK PERFORMED EN SATUROAYS (EXCEPT MAKE- UP DAYS) AND SUNDAYS SHALL BE PAID AT ONE AND :'NE-HALF TIMES THE PErUTAP RATE ❑F PAY . ALL WURK PERFORMED ON HOLIDAYS SHALL RE PAIU AT COUBLF tWE REGULAR RAZE OF PAY. M CITY CF RFNTON DUVAL AVENUE NE SANITARY SEWER t S-3R1 PAGE 6 �WY-R32320-AA PRFVAILING MINIMUM HOURLY WAGE RATES JUNE 21. L985 OLLUPATIUN: SURVFYCRS 1 dLAT1UN: LLALLAM. GPAYS HARBOR. ISLAND. JEf FERSCN. KIN:.. KITSAP. 1EWI%. MASGN. PACIf IL. PIERCE. SKAGIT. SNJHUMISH. THURStON ANU WHATCOM COUNTIES. FRINGE BENEFITS 1 ICTAL HOURLY FENEFIT - PARTY CHIEF 1.50 S/HR. STATE TOTAL HOURLY BENEFIT - INSTRUMENT 1.00 5/MR. STATE PE RS,IN 1 TOTAL HCLRLY BENEFI - CHAIN PERSCK .70 S/HR. STATE WAGE RATES 1 OCCUPAT ICK C�CCUPAT ION STATE FEDERAL CODE DESCRIPTION RATE RATF 1 720-0910 CHAIN PERSON 8. _- 770-0040 INSTRUMENT PERSON IJUNICR ENG 25 tNEf.RI II.75 720-0070 PARTY LHIEF tASSISTANT FKG.KEER) 11 .50 -- 1 1 i 1 i 1 1 1 1 CITY OF RENTON UUVAL AVENUE NE SANItARY SEWER 1 S- lei PAGE 13 1 I tY-RA2320-AA PREVAILING MINIMUM HUUNLY MAGF PATES JUNE 27, 1985 OCLUPAtION: TEAMSTERS CAI IUN: CLALIAM, GRAYS HARBUR, ISLAND. JEFFERSUN. KING, KITSAP. KI7T17AS. LEWIi. MASON. PACIFIC INORIH OF THE WAMKIAKUM LUUNTY NORTHERN ROUNUARV EXTENCEC OUE WEST IC THE PACIFIL CLEAN). PIERCE. SKAGIT. SNOHLMISH. THURSICN. WHATCCM, YAKIMA AMJ THCSF PARTS OF 1HF FULICi.ING CGUNTIFS LYING WEST CF THE 120TH MERIDIAN: CHELAN AND UOUGLAS COUNTIES. FRINGE BENEFITS ' OEALTH AND WELFARE 1.89 A7 HP . STATE PENSION 1. 75 47HR. STATE TUTAL HOURLY BENEFITS 3.64 I7HW . FEDERAL TRAINING FUND .JJ FEDERAL WAGE RATES ' JCLUPATICN CCCUPATION STATE FE DEAAI CURE OESCRIPTICh RATE RAT ' GROUP 1 730-0690 If VI ARAN AND LGACERS AT BUNKERS AND 17.06 17.06 P-TCH PLANTS 730-1200 SY.AMPEk I7.OE 17.06 130-1810 WAREHOUSEMAN AMU CHECKERS 17.06 17.06 GROUP 2 730-E300 TFAP DRIVER 17.11 17.11 ' GROUP 3 730-OLIO ROLL LIFtS. OR SIMILAR FGl11PMLNt LSED IN 17.16 17.16 IGADING CA UNLOADING TRUCKS, TRANSPORTING MATERIALS ON JUR SI IFS:WAREHDUSINL 730-0140 OUS Ok EMPLCYEFHAUL 17.16 17. 16 ' CITY OF PENTGN DUVAL AVENUE NE SANITARY SEWER 5-381 PAGE 14 I rY-R32320-AA PREVAILING MINIMUM HOURLY WAGE RATES JUNE 27. 1985 OCCUPATION: TEAMSTERS CATION: CLALLAM. GRAYS HARROR. ISLAND. JEFFERSCN. KING. KITSAP, KITIITAS. �1 LEWI'. MASON. PACIFIC (NORTH CF THE WAHKIAKUM COUNTY 'ICPTHERN 800,1ARY EAIENCEC DUE WEST TC THE PACIFIC OCEAN), PIERCE. SKAGIT. SNOHUMISH, THURSTCN. WHAICOM. YAKIMA ANU TfiCSF PARTS OF THE FOLLLWING C:.JNTIES LYING WEST OF THE I20TH MERIDIAN: CHELAN ANU OCUGIAS CCUNTIES. ' WAGE RATES ' UCCUPATICA CCCUPATION STATE FEDERAL COOF DESCRIPTION RATE RATE ' GROUP 3 730-0200 DUMPSTERS, AND SIMILAR ECUIPMENT:TOURNO- 17.16 17.16 ROCKERS, TOURNOWAG4N, ICLR6( 7RAILER. CAT UW ' SERIES. TERRA COBRA. LETCURNEAU. WESTINGHOUSE AIMEY WAGLN. EUCLID. TWL AND FUUR-WHFELEC POWER TRACTCR WTH TRAILER ANU SIMILAN TOP- ' LVACEU EQUIPMENT TRANSPURTING MATERIAL AND PERFCRMING WCRK IN TEAMSTER JURISDICTION:DUMP TRUCKS. SIUE, END AND BGITUM UUMP, INCIUDINU SFMI-TRUCKS A4J TRAINS LA COMBINATIUNS THERFUF :UP IU AND INCLUDING 5 YARDS 13U-0460 FLAHFRiY SPREADER 11.16 17.16 730-06IO FUEL TRUCK. GREASE TRUCK. GREASER. BATTERY 17.16 17.16 ' SERVICE MAN AHD/CR TIRE SERVICE MAN 730-1100 SLISSVRS TRUCK 17.16 17.16 730-' iO TRACKR. SMAII 917ERER-TIDED (WHEN USED WITHIN 17.16 11.16 TEAMSTER JURISJICTIUNI 730-1750 VACUUM TRUCK 17. lE 17. 16 730-2UUC MAZER WAGLN AND TANK TRUCK: UP TO 1600 11.16 17.16 GALLC`1S 130-2200 WINCH TRUCK: SINGLF REAR AXLE 17. 1E 17. 16 730-2220 WRFLKFP, TGW TRUCK AND SIMILAR EQUIPMENT 17.16 17.16 GROUP 4 730-0500 FLATPED TRUCK. DUAL REAR AXLE 17.27 17.27 GROUP 5 730-OORO RUGCYMUBILE ANJ SIMILAR 17.33 17.33 CITY OF RFNTON DUVAL AVENUE NE SANITARY SEWER S-381 PAGE 15 r rY-R32320-AA PREVAILING MINIMUM HOURLY WAGE RAVES JUNE 27. 1995 UCCUPATION: TEAMSTERS tCAT ICN: CLALIAM. G14AVS HARBOR, ISLAND. JEFFERSON, KING. KITSAP. KITTITAS. LFWIS. MASON. PACIFIC INCRTH Cf THE WAH( IAKUM COUNTY NORTHFRFI BOUNDARY EXTENDED DUE WFST TO THE PALIFIC OCFANI. PIERCE. SKAGIT. SNUHCMISF. THURSICN. WHATC(1M. YAKIMA AND THOSE PARTS OF THE FOLICWING COUNTIES LYING WEST OF THE IL 4r MERIDIAN: CHFLAN AND DOUGLAS COUNTIES. WAGE RATES ' OCCUPATION CCCUPAIICN SIATF FEDERAL CODE DESCRIPTION RATT RATF ' GROUP 5 _730-O61C HYSIER OPERATORS (HAULING BULK LOOSE 11.33 17.13 AGGREGATES( ' 730-1190 SIRADULF CARRIER IRCSS. WSTER AND SIMILAR, 11.33 17. 31 730-2OI0 WATER WAGON AND TANK TRUCK: 1600 GALLONS 11.33 17.33 TC 3000 GALICNS GROUP 6 130-I500 TRANSIT-MIX. 0 TO AND INCLUDING 4.5 YDS. 17.37 17.37 GROUP 7 130-021C DUMPSTERS. AND SIMILAR EGUIPMENT:TCURNC- 17.311 17.38 J(OCKFRS. IUURNUWAGON. TOURNOTRAILER. CAT DW SERIFS. TERRA COBRA, IETEURKEAU. WESTINGHUUSE ' A1HI.Y WAGON. EUCLID, TWC AND FOUR-WIIEELEG PCWER TRACICR W10 TRAILER AND SIMILAR TOP- LOAOEU EQUIPMENT TRANSPCRTING MATERIAL AND PERFORMING WORK IN TEAMSTER JURI SUILTI Ch:DUMP ' TRUCKS. SIDE. ENO AND BOTTUM HUMP. INCLUDING SEMI-TRUCKS AND TRAINS IR COMBINATIONS THEREUF:UVFR S YARDS TO AND INCL. 12 YARDS 730-0410 EXPICSIVE TRUCK IFIELU MIKI AND SIMILAR 11.3P 17.38 EQUIPMENT 710-0110 LOWBED AND FEAVY DUTY TRAILER: U'­ 50 17.3P I7.38 TONS GROSS 130-0910 OIL OISTRIMUTUR DRIVER 40CA01 17.3K 17.38 730-1140 SLURRY TRUCK DRIVER 17.311 11.314 730-1160 SNO-GU AND SIMILAF EQUIPMENT 17.18 17.38 730-2210 WINCH TRUCK: DUAL REAR AXLE 17.38 17.38 CITY OF PENTON DUVAL AVENUE NE SANITARY SEWER t 5-301 PAGE 16 w-R 32320-AA PREVAILING MINIMUM HOURLY WAGE RATES JUNE 27. I9B5 11000PATIU14: TEAMSTERS 44TIUN: CLALLAM. GRAYS HARUCR. ISLAKC. JEFFERSON. KING, KITSAP. KITTIIAS, LEWIS. MASON. PACIFIC INURTH Cf THE WAHKIAKU14 COUNTY NGRTMEkN BOUNCARY E%IEACEC DUE WEST III THE PACIFIL OCFANI. PIERCE. SKAGIT. SNUIIUMISH. THURSTON. WHATCOM. YAKIMA AND THCSE PARTS OF TFF FOLLOWING COUNTIES LYING WEST OF THE 1201H MERIDIAN: CHELAN AND DOUGLAS CCUNTIES. W4GE RATES ' OCCUPATION OCCUPATION STATE FEDERAL CODE DESCRIFTICN RA.F RATE ' GROUP B 730-0220 OUMPSTCRS, AND SIMILAR ECUIPMENT:TOURNO- 11.44 17.44 ROCKERS. TOLRNOWAGON. ICURNCTRAILER, CAT IN ' SFPIES. TERRA COBRA. LETCURNEAU. WFSTINGHOUSE ATHEY WAGON. EUCLID, TWC AND FOUR-WHEELEC POWER TRACTOR WTH TRAILER AND SIMILAR TOP- ' LOAUFO EQUIPMENT TRANSPORTING MATERIAL AND PERFOkM•SG KCRK It, IEAMSTFR JIIRISC1CT10N:DUMP TRUCKS. .IDF. END AND BOTTOM DUMP. INCLUDING SFMI-IROCKS AND TRAINS OR CUMHINATIIINS THERELIF :CVER 12 YARDS TC AND INCL. 16 YARDS GROUP 9 130-0100 BULK CEMENT TANKER 17.4q 17.49 730-073C DUMPSTLRS. ANO SIMILAR LCUIPMENT:TDURNC- 17.49 17.44 ' ROCKERS. TGURNCWACON. IOURNM AILER. CAT OW SERIES. TERRA COSPA. LETCUkNEAU. WFSTINGHOUSE ATHEY WAGON. EUCLID, TWO AND FUUR-WHEELEO ' POWER TRACTOR WTI- TRAILER AND SIMILAR TOP- LOADED ECUIPMFNT TRANSPORTING MATERIAL AND PERTOPMING WUPK IN TEAMSTER JURI SOICIICN:OUMP TRUCKS. SIDE, ENC AND BOTTOM DUMP, INCLUDING SFMI-IRUCKS AND TRAINS ER CCMBINATIUNS IKKEOF :OVER 16 YARDS TO AND INCL. 20 YARDS 73J-2015 WATER WAGCN AND TANK TRUCK: OVER 3000 GALLONS 17.49 11.49 tGROUP 10 CITY CF RENTON DUVAL AVENUE NE SANITARY SEWER S-3B1 PAGE 17 I rY-R32320-AA PREVAILING MINIMUM HOLRLY WAGE RATES JUKE 27, 1985 UCCUPAIIONt TEAMSTERS CATION, LLALLAM, GRAYS HAR90R. ISLAND. JEFFERSLN. KING, KITSAP, KITTITAS. LEWIS. MASON. PACIFIC INORTH OF THE WAHKIAKUN COUNTY NORTHERN BOUhCARV FXTENCEC DUE WEST IC THE PACIFIC OCEANI. PIERCE. SKAGIT. ' SNUHCMISH. THURSTON. WHATCOM. YAKIMA AND THCSE PARIS OF THE FOLIC.:ING COUNTIES LYING WEST OF THE 120TH MERIDIANt CHELAN AND DOUGLAS COUNTIES. ,WAGE RATES UCCUPATION CCCUPATION STATE FEDERAL CODE DESCRIPTICN RATE RATE ' GROUP 10 730-0120 PULL LIFTS. OR SIMILARY EQUIPMENT USED 1N 17.51 17.51 LOADING UP UNLOADING TRUCKS. TRANSPORTING MATERIALS ON JOB SITESICTMER THAN ►ARE14UUSING GROUP 11 730-1510 TRANSIT-MIX USED EXCLUSIVELY 1N HEAVY 17.54 17.54 CONSTR. ICVER 4 YCS. TC AND INCL. 6 YDS.1 ' GROUP 12 T30-0010 A-FRAME OR I-YORAIIFT TRUCKS OR SIMILAR 17.64 1?.64 EQUIPMFNT WHEN A-FRAME GF HYDRALIFT OR SIMILAR EQUIPMENT IS IN LSE ' GROUP 13 730-U?40 UUMPSTERS. AND SIMILAR ECUIPMENT:TCURNO- 17.66 17.66 ROCKERS. TCURNOWAGUN. TOURNUIRAILFR. CAT DW ' SERIES. TERRA COPRA, LETCURKEAU. WESTINGHOUSE ATHLY WAGON. EUCLID, T%C AND FOUR-WHEELED POWER TRACTOR WTI- TRAILER ANO SIMILAR TOP- LOADED ECLIFMENT TRANSPORTING MATERIAL AND PFRFOPMING WORK IN TFAMSIER JURISDICTILNtUUMP THUCXS, SIDE. ENC AND BOTTOM DUMP, INCLUDING SEMI-TRUCKS AND TRAINS CR CCMBINAT1ONS 1HFHEOF-OVER 20 YAPOS TU AND INCL. 30 YARDS 730-0720 LOWBEC ANC FEAVY CU7Y TRAILER! OVER SJ IONS 17.66 11.66 GROSS TO AND INCLLOINU IC0 IONS GROSS ' C! IY Of PENTON DUVAL AVENUE NE SANITARY SEWER ' S-381 PAGE 1B I rY-R32320-AA PREVAILING MINIMUM HCLRLY WAGE RATES JUNE 27. 1985 Ut CUPATION: TEAMSTERS �.it:A1ION: C.LALLAM, GRAYS HAROOR. ISLAND. JEFFERSCN, KING, KITSAP. KITi11AS. LEWIS, MASON, PACIFIC MITI" CF THE WAHKIAKUM COUNTY NCRIHERN RUUNURY WENDED DUE WFST TC ThE PACIFIC ICEAN1. PIFRCE. SK►GIT. SNUHOMISh. IHURSICN• WHATCOM. VAK114A ANC TH[SF PA0.TS OF ihE FOLLCWINC LUUNIIES LYING WEST OF THE 120TH MERIDIAN: CHELAN AND DOUGLAS COUNTIES. ' WAGE RATES UCCUPATICK UCCUPATIUN STATE FEDERAL CUBE DLSCRIPTICN RATE RATE GROUP 14 130-1520 TRANSIT-MIX USED EXCLUSIVELY IN HEAVY 17.IC 17.70 CONSTR.:OVER 6 YDS. TO AND TALL. P YDS. ' GROUP IS 130-0250 DUMPSIERS, AND SIMILAR ECUIPMENI :TCURNO- 11.82 17.82 ROCKFRS. IUURNOWAGON. TULRNOTRAILER. LAY DW SERIES. TERRA CUP,RA, LETCURNEAU. WESTINGHOUSF AtHLY WAGON. EUCLID, TWC AND fDUR-WHEELED ' POWER TkAC10R WTI- TRAILER AND SIMILAR TOP- LCADfU ECUIFMFNT IPANSPLR1ING MAIEPIAI AND PEPFOPMING WOKK IN TEAMSIEk JURISCIL110N:DUMP IRULNS. SIDE. END ANU 801TOM DUMP. INCLUDING SFMI-TRUCKS AND TRAINS CP CLMPINAYIGNS THERFl0 :OVFk 30 YDS, lU ANC INCL. 40 YDS. ' 730-0710 LOWPED AND I-FAVY CUTY TRAILEIT: OVER 100 17.82 1T.82 IONS GROSS GKOUP 16 710-1530 (1NSTkT-MIX RUSEYDEXCLUSIVELAND IN HEAVYDS. 17.8t 11.86 CITY CF RFNTJN DUVAL AVENUE NE SANITARY SEWER ' 5-381 PAGE 19 Y-R 32320-A1 PREVAILING MINIMUM HCUPLY WAGE RATES JUNF 27. 1985 OLLUPAT IUN: TEAMSTERS � FESN. KING. KIT SAP• KS IH111 1A S. ISLANC. JE NCRTHF 1C U IFIC (NCRIN CF THE EEEKAGiI.NIRBOR• WCUUN LEIS, MASON' PACf L PACIFIC Or"" .R RUUARYFK C • WHAiCOM. YAKIMA AND HCSfPATSOF SN(INC TNURSN FnLLGWSNCCONTIES IS LYI%b 4EST OF THE 120fH ME PIJI AH: DMELAk AhU aOUGIA ,AGE RATES STATE FEDERAL OCCUpAl1Uh RATE RA1F UCCUPAi ION DESCRIPTION COOP ' GROUP 11.9R 11.99 730-U260 R EQU ROCKERS.S ICURRCW AGCM R TCURNCT AILER. AT DR ' SERIES. TERRA CUBRA. LEI WRNEAU. WESIINGHOUSF A THEY 4AG,N. EUCLID• 1.0 AND FOUR-WHEELED P(IWEP TRACTCP WIN IRAILEP 1k0 SIMILAR T LO#LE, I EJ UTPHFNT 1RANSPURIING MATERIAL AN y. ' pfvFdVNING MClK IN AIFAN U BCITCMJU MP0IINCLUDING 1 µ•�(KS. SIDE. FNC COMD IN41I l!NS SFNE-TRUCKS AND IRAINS C 55 YARDS R ' 1NERiuF :DVER 40 YARDS TU pNr (N CL. GROUP IP 14.03 ISO' T30-15a0 CCNSIRT :CVE PUSEDY CSCLto . TCIAN CY HEAVY INCL.14 12 YCS. GROUP l9 16. IS iIt.14 vEt7I0-1550 1 A%S IT-:OVERmix Ul20VUS.L TOI ANDY INCLIN l.E 16Y YUS. GK(?UP 20 1R.35 18.35 13U-156O CUNSIRT :D VERUl6D YU SCL TOi VNUY 1 NCL IN 1.E 20Y YCS. RCUP 21 I0.51 16.51 730-1570 1 I'llUNNSI -STRT:0 Ix OVERUSE YDSCtUSI VE IY IN HEAVY f.i lY CF PFNTON DUVAL AVENUE NE ,ANIIARV SEWER S-3tl1 ' PACE 20 I IY-R32)20-AA PREVAILING MINIMUM HULRLY WAGE RATES JUNE 27. 1985 OLCUPATIUN: TEAMSTERS �CATICN: CLAILAM. GRAYS HAR9pR, ISLAND. JEFTEASCN, KING, KITSAP, KITIIIAS. Lf,.IS. MASUN. PACIFIC INCRTH OF THE WA14KIAKUM COUNTY NCRIHFwN duuNCARY EXIENCEC uuE WEST TC Tff PACIFIC OCEAN). PIERCE. SKAGIT. "UHNNISH. TH(ASICN. 0114A1(CM. YAKIMA ANU THOSE PARTS OF TFF f ULICWING COUNTIES LYING WEST OF THE 120111 MERIJIAN: CHELAN AND ODU.:LAS COUNTIES. WAGE RATES ULLJPATICK OCCUPATION STATE FEDERAL CUOE OESCRIPTICN RATE RAFF ' GROUP ?2 730-040U ESCORT DRIVER 17.06 12.UU 73U-I020 PILCT LAR 17.06 12.00 GROUP 23 730-049C FLAIPED TRUCK, SINGLE REAR AXLE 15.25 730-1010 PICK-UP TRUCK ' GROUP 24 730-0010 MECHANIC HELPER 16.91 GROUP 25 730-0800 PFC14ANIC 11.50 -- ('THEN ' 130-9370 fFDERAI :: 852 OF THE R.AII , fR1A6E RFKfFITS MY1 P, nAl;, „ r,�InL - LOWING KINUS if P, . ,EL , 11 MARINE TYPE PRI [;T5 ( +,C' ,.e✓( .,AK,) SIMILARI WFV� , HAVI �' , .JF LESS THAN 315G.CE...JO. 21 PROJECTS INVOLVIKG toIr t,. I,OA-MARINE CITY OF NFNtLN DUVAL AVENUE NE SANITANY SEWER ' s-3R1 ' PACE 21 I tY-RD232D-AA PREVAILING MINIMUM HCIRLY WAGE RATES JUNE 77. I9B5 OCCUPATION: TEAMSTERS IJCATIUN: CLALLAM, GRAYS HARDER. ISLANC. JEFFERSCN. KING. KITSAP. KIT If TAS. IEWIS, MASON. PACIFIC 1NnRTH OF THE WAHKIAKU14 COUNTY NORTHERN ROUNCARY EXTENCEC DUE WEST TO TEE PACIFIC J'CFANi. PIERCE. SKAGIT. SNUHUMISH. TFIURSICN. WHATCUM. VAKIWA ANU IIICSE PARTS Of TEE FOLLCWING COUNTIES LYING WEST OF THE 120TH MERIDIAN: CHELAN AND 1 UOUGIAS COUNTIES, OTHER 730-9371 STOUCTURFS IBUILCINGS OR BRIOUESI WHICH HAVE A TOTAL VALUE OF F1. 50-M-00 (EXCLUDING MECHANICAL. ELAECTPICAI, ANU UTILITIES) . 31 NCN-MARINE PROJECTS W)IERE NO BUILDING IS INCLUDFO WHICH HAVE A VALUE LESS THAN AI .000.000.00 (SURFACING C PAV- I30-9372 LNG INCLUDED. BUT UTILITIES F.XCLUUECI. UTII. (TIES ARE DEFINED AS: SANITARY C SiURM SFWAUE . AND FACILITIFS FOR THE CFIIVFRY OF ' WATI.R. ELECTRICITY. GAS. AND CUMMUNICAIIUNS 730-9735 STATE: FEW LCCUPATION IIC-O760 IN GROUP 17 AOD .15 37HP. FOR EACH 10 YARD INCREMENT OVER 55 YARDS 730-9136 STATE: OVERTIMF-All WORK PFRFORMED IN EXCESS QF B HOURS PER DAY OR 40 HOURS PER WEEK. MON- DAY THROUGH FRIUAY. AND ALL WORK PERFORMED UN SATURDAYS SHALL BE PAID AT ONE AND ONE- WAIF TIMES THE REGULAR RATE CF PAY.ALL WLWK PER- FORMED ON SUNDAYS AND HULIUAYS SHAH BE PAID 1 AT LCUBLE TEE REGULAR RATE OF PAY. 1 ' CITY CF RENTON DUVAI AVENUE NE SANITARY SEWER S-3B1 ' PAGE 22 ' SUPPLEMENTAL SPECIFICATIONS ' CM OF PENTON FTAMAM SPECIFICATIONS THE STAMAM SPECIFICATIONS FOR ROAD, BRIDGE AM N NICIPAL CONSTRUCTION PREPARED BY THE WASNINCOh STATE OEPARTNENT OH TRANSPORTATION AM THE WISHINGTON STATE CHV.PTEN OF THE AMERICAN PUBLIC WCRAS ASSOCIATION 1994 EDITIDN SHALL BE HEREINAFTER RE ERREC TC AS THE "STAN.AM SPECIFICATICNS" AM SAID SPECIFICATICNS TOGETHER WITH THE LAWS OF THE STATE OF WASHINGTON AM THE OMINAMES AM CHARTER OF THE CITY OF RENTON. SO FAR AS APPLICABLE, ARE HEREBY INCLUDE[ IN THESE SPEC:FICATIONS AS THOUGH DUCTED IN THEIR ENTIRETY AM SHALL APPLY EXCEPT AS ANBMED ' OR SUPERSEDED BY THE SPECIAL PROVISICN$ HEREIN, A COPY OF THESE STAMAM SPECIFILAT:ONS IS ON FILE IN THE OFFICE OF THE PUBLIC WORKS ' BUILDING, REhTON, WASHINGTON 98055, "ERE THEY NAY BE E%AINED AM COPIED BY ANY INTERESTED PARTY, MUNICi PAL WHEREVER AEFEREME 1S WADE IN THE STANDARD SPECIFICATIONS TO THE OWNER OR STATE, S=s REFERENCE SHALL BE CONSTRUED •C MEAN THE CITY OF RENTGN, AND WHERE REF EREME IS WADE IC THE EM/NEEP, SUCH REFERENCE SHALL BE CCNLSTRUED TC MEAN THE DIRECTOR OF PUBLIC YOM S. CITY OF RENTON, OR HIS DULY AUTHORIZED REPRESENTATIVE, WOTEi T4 SPECIAL AM SUPPLHfNTAL PROVISIONS 9EREIAAFTER CONTAINED SHALL BE IN ADDITION TC OR $MIL SUPERSEIL PROVISIONS OF THE STANDARD SPECiF:CATICNS IN CONFLICT HEREWITH, STAMAM PLANES ' THE STANDARD PLANS FOR ROAD AM BRIDGE CONSTRUCTION BY THE WASHINGTON STATE DEPARTMENT OF TRANSPORTATION AM THE WASHINOTUN STATE CHAPTER OF THE AEA:CAN PUBLIC HARKS ASSOCIATION tAEV,04/01/951 APE HEREBY INCLUDED 1% THESE SPECTFICATIONS AS THCu'OH QUOTED IN THEIR ENTIAETY AM SHALL APPLY E/CEPT AS AMEMEp OF SUPERSEDED BY THE CIT" NEWTON STANDARD PLANS BOUM HEREIN. OF ' A COPY OF THESE STAMAM PUNS AM CITY OF PENTON STAMAM PLANS IS ON FILE IN THE OFFICE OF THE PUBLIC WCACS OIPECOR, HCN:C:PAL B:IID. ;, HINGTCN 90055, WHERE THEY MAt BE HYAAINED AM COPIED NY ANY INTERESTED HEADINGS ' HEADINGS TC PARTS. SE^IONS, PORMS, ARTICLES AM SUBARTICLES ARE INSERTED FOP CONVENIENCE OR PEFEREME ONLY AM SHALL MT AFFECT THE :NTERW RE7ATION OF THE CONTRACT DOCUMENTS. 6EPLUNTAL AM SPECIALPROVISIONS THE SPECIFICAT:OHS NC70 HEREIN ARE :h ADDITION TO. OR IN LIEU OF, THE STAMAM SPECIFICATIONS. WHERE SECTICNS ARE NARKED "PECLACENEN� SECTION" OR 'PARTIAL REPLACEMENT SECT:ON", T':E SPECIFICATIONS EIN ARE TO REFUGE. OR HER PARTIALLY REFUGE, THE STAMM A SPECIFICATIONS NOTF�^. WHERE SECTION$ ARE NAMED 'ADDITIONAL SECT-TOW, THE SFEC;F:CA^CIS HEREIN ARE TO BE AN ADDITION TO THE STANDARD SPECIFICATIONS HATED; WHERE SECTIONS ARE HARKED ' "PPLEMENTAL SECTION", THE SPECIFICATIONS HEREIN APE TO BE A SUPPLEMENT TO THE STAMAM SPFCIFI:,11CAS tSECTION 1-01 DEFINITION AK. 10013 ' 1 01.IC DEPARTMENT. DEFARTMENT OF TPANSPORIVION IADDITIONLL SECTIONI WHEN THESE SPECI'ICATIONS REFER TO THE DEPARTMENT OP DEPARTMENT OF TPAMSPOTAT2ON TH:5 REFERENCE WILL ALEC INCLIDE THE CITY *MERE APPLICABLE, 1-01.11 ENO:NEEP HREPInEMFNT St CT ION) ETHE CIAt=A OF PUBLIC VOWS, ACTING DIRECTLY OR THROUGH M:S ?HOR'ZEG ME➢RLSENTATIVES. 1-01.23 SECPETAP, SECRETARY OF TMH5PpF1TAT:ON ISUPPLEMEN;AL SEr,'CNI THE GH:EF DEXr:VE OFFICER OF THE DEPARTMENT SHALL ALSO REFER IC TNI DIFECTCP OF PUB,:C 1OAKS. 1 1,,,01.2E STAIVIAE SPEl!F;CA IONS IADIMINAL SECT;CN: CTNEP CERTA:N REFERENCED STANOAADS. AS USED IN THIS SPEC:F:GA-!DN, ARE FROM THE LATEST EC:T:ONC AWWA AMERICAN WATERIAKS . XIATION ANC: AMERICAN NATIONAL STANBIAND5 A5: ANER:CAN STANCARCS ASSOCIATION ASTM AMER:CAN SOCIETY FOP TESTING AND MATERIALS NEC NATIONAL ELECTRICAL CODE 1-01,21 STATE IAOC:TIONAL SECTIONI THE STATE SHALL ALSC REFER TO THE CITY OF PENTON AM ITS AUTHORIZED REPPESENTATIVEE WMERE AP M-SLE. ' 1-01,31 WOfK/NG ORAW:NW ;RAPUCEMEI.^ SE-/CNI THE TEAM "SHOP DRAIt:NGY SMALL REFER TC THE PICTORIAL DESCRIPTION OF THE DETAIES OF PRCPDSES WATERIALS, EOU:PHENT, METHCOS OF INSTALLATION. OF OTHER CONSTRUCTION PRFPARED BY THE CON1,RACTOR, A 6UBCONT FACTOR, DP A MANLFACTUPEF ANC SUP TTEC FDA THE APPROVAL 6 THE ONNCR. 1-01.38 ACT OF DOC UDC:TIONAL SE:"DN7 -ACT OF OCD' MEANS AN EARTHQUAKE, FLDm, CYCLONE. OR OTMFP CATACLYSPIC PHENOMENON OF NATURE, A RAIN, W:NESTDAM, HIGH WATER CA CTNEF NATURAL PHENOMENON OF UNCUAL INTENSITY FOR THE SPECIFIC LOCALITY a THE r4., WH:CN N:GMT REASONABLY HAVE BEEN ANTICIPATED FRDP HIMAICAL REMRDS OF THE GENERAL LOCALITY OF THE MD4. SHALL $4T BE CONSTRUED AS AN ACT OF GOO, 1-�1.39 OF EQUAL HADD:TIQMAL SECTIOMI WHERE THE TEAM 'OR EQUAL- IS USED HEREIN, THE OWMEP. OR THE OWNER ON RECOAMENCATION OF THE IPGllEEP. SMALL BE THE SOLE JUDGE OF THE QUALITY AM SUITAB_LITY OF THE PROPCSEC SUBSTITUTION. 1-1.A0 APPROVAL IACC:TIONAL SECTION: THE TERM 'APPROVAL^ OR 'APPRCVF" SMALL MEAN ARRCVAL GIVEN BY DR G:NTN PROPERLY ON THE BEKA,P OF THE OWNER, StPPLEMEN:AL SPEC:F:AIIDN5 PEVEDEF 121651 PAGE 2 SECTION 1-02 BID PMCMUEE AMC COMIT1ONS ' 1-CI,E PLANS AM iPEC:FICATIC�L OE.ITE PARAGRAPH 3 AM A ISEE SECTION 1-D4.141 ' 1-0E.tE PUB�:C DPEN:KGE OF B1C5 :RFnLA'ENENT "E:T:ON: SEALED BIDS BILL BE PECEIVED BY THE CITY OF RENTON. WISH:%G CN. IT FILING WITH THE CITY CLEW. AX::'PAL BUILDING. ENTON. WASHINMON, AS PER CALL FOR AIDS AM BILL BE OPENEC ANC PUBLICLY BEAC AL➢UL. ' SE,TTION 1-03 AWARD ANC EXECUTION OF MITINA."T 1-03.1 COMSIOEHATION OF E:'S fADDITIOAL SECTION: ALL BIDS BILL BE BA56 ON TCTAL SHY OF ALL SCHEDULES Ei PR::ES. NC PARTIAL BIDS BILL BE ACCEPTED. THE CITY RESEP%',S THE RIGHT NONEVEF TO ARAM ALL OF ANY SCHEDULE OF A SIC TC THE LOWEST BIDDER AT ITS DISCRETION. SECTION 1-94 COPE OF THE NOW t-0Ci PAOCECVPi AM PR"EFY By THE CONTRA-TOP IREPLACENENT SECTIONI ANY OLESTIDNS ARISING BETWEEN THE INSPECTOR AM THE CWPACTOR OP HIS SUPERINTENDENT OR FOREMAN AS TC THE MEANING AM INTENT OF AW PART OF THE PLANS AM SPECIFICATIONS OR ANY CONTRACT DOCUMENT. SHALL BE INNE::ATELY ' BROUGHT TC IKE ATTENTION OF THE PUBLIC VLWS DINECTOR OF HIS REPRESENTATIVES FOP INTERPRETATION AM ALJXTNENT, IF MBRAHTp. ' FA:L:AE ON THE PART OF THE PUBLIC WOKS DIRECTOR OF "IS REPHESEMTATIVE TO DISCCVEF AM COMEMN CA AEIECT IMPROPER. DEFECTIVE OF INFER/DR NCW OF MATERIALS, SHALL MY BE CONSTRJEI AS AN ACCEPTANCE OF ANY S'JCH ■CW OR MATERIALS, OR THE PART IF THE IWMWVEENT IN WHICH THE SAFE MY HAVE BEEN USED. TC PREVENT DISPUTES AM LITIGATION. IT 1S FEATHER AGREED BY THE PARTIES HERETO THAT THE PUBLIC VOWS DIRECT''+ CA HIS REPRESENTATIVE SHALL OFTEANINE THE QUANTITY AM DUALITY OF THE SEVERAL KINDS OF WOW. EMBRACE :N 7nE'• IMPACAMENTF. HE SHALL DECIDE ALL WECT:ONS RELATIVE TO THE EXECUTION OF THE WAK NA THE IN7ENPREIATCCN OF 'HE PUNS AM SPECIFICATIONS. ' IN THE FVENT THE CONTRACTOR IS OF THE OPINION HE BILL BE DANAGM BY S H INTERPRETATION. HE SHALL. V:THIN 3 H 1YS. NOTIFY THE ENGINEER AND THE CITY CLEW IN WRITING OF THE ANTICIPATEE HATLAE AM AM Ar. OF THE CAHAGE OR DAMAGES, TIKE IS OF THE ESSENCE IN THE GIVING OF SUCH NOTICE. IN THE EVENT AN AGREEMENT CANNOT THEN BE RE -G WITHIN 3 DAYS. THE CITY AM THE CONTRACTOF WILL EACH APPCINT AN AREITPATOR AM THE TWO SHALL SELECT A TH:FC WITHIN 30 DAYS THEREAFTER. THE F:M:MGS AM DECISION OF THE BOARD LH ARB:TUTORS SHALL BE FINAL AM B:NCING ON THE PARTIES. UNLESS THE AGGRIEVED PARTY. WITHIN 10 DAYS. CHALLENGES TN_ FINDINGS AM DECISION BY SERVING AM FILING A PETITION FOP REVIEW BY THE SEPEFIOR MUFTI OF KING COUK'Y, VAS-INCTON. THE GRDUNCS FOP THE PETST:TN FDP REV:EV ARE LIP"Z. TT ' SHON:NG THAT THE FINDINGS AM DECISION; 1. APE NIT RESPONSIVE TC THE DUESIOHS SUBM:TTEDI IS COMPANY TC TPE YEWS OF THE CONTRACT CR AM COPC,NENT TNEPEOF; 3. IS ARKIRAIM AND OF IS MT BASF. UPC% THE APPI:CAB.E FACTS AM THE LAB CONTRCLL:NG Tn- :SSJES SUBMITTED TC ARB:TRAT:CN. SLWLENEKTAL SPECSFICATIDMS REVIOVTOfBSI PAGE 3 1-04: C;P -,CNAD THE CAPE OF ARBITRATORS SHALL SUPPORT ITS DECISION C SETTING FORTH IN WRITING THEIR FIC:ku, AC CCNCLUSIDNS BASE: ON THE EVIDENCE ADVXEC AT ART SUCH WARING. THE ARE:TRATIDN SHALL BE CCCUCTSC IN ACMICANCE CTh THE STATL.TES OF THE STATE OF WASH.NCTCA AK MUNI DC:S:DKS GOVERNING SIA.T PATC®URE. THE COSTS OF SUCH ARB:TAA%DN SHALL BE ICONS EOLWLLY IV THE CITY ANC THE CDNTRACTCG UNLES-1 :T IS THE C,;C'S RAUOF:TY OP:A:CN THAT THE CDNTPA-TGP'S F:LING OF Tr�E PRCTEST OF ACTION IS CAPRICIOUS OR R;TIC:T REA-KN SE FOLILA'IOh. :h THE LATT0 ;JSE, ALL WETS SHALL BE BCANE BY THE CONTRACTOR, THE VENUE OF ANY SLIT SMALL E IN FINS CHA'. WSHIWON, AK IF THE CONTRACTOR IS A NON-RESMENT E THE STATE OF SSH:NKTON. IE SHALL DES:SW" AN AGENT. UPON NON POLITE% RAY E SERVEC, BEFORE COWINC:NC Rik aNCEF THIS CONTRACT. T-Cj,IC USE OF NµTEKA{ FOLK' CN THE PR:JER 1ACD:TIONA, SE.—X ALL SALVAGE MATERIAL AS ROTC ON THE PLANS Aft TAKEN FROM ART OF THE C:S;ANDEC FA::LITIES SHALL. AT THE FNG:IEEP'S C:RCRETION. E LAARFULLY SALVAGE ANC DELIVERED TC THE CITT SHOPS. ALL SALVAGE RATER W;KS. FIRE NYC-ANTS, VALVES AN AA ?-RAKES, CATCH BASINS, ARE STOW ANC SACTAR' RANOLE COVERS SHALL E SALVAGE' AC DELI VERGE TC THE C'T 1.^P_ ' ANY COST INCURRE' IN SALWG:N, AC DELIVFRINC SUCH ITES SHALL E CONSIDERS INCIDENTAL TC THE PPCJFR AC COWEkSATION WILL E 1VADE. ' 1-04,1E WASTE SITES IADO70NAL SEC•ICN' ALL NA'EP:ALS DESIGNATE BY THE EMG:hEEF TC E WSTEZ SHALL E FWULED. DIPPEL. APE SPREAC AT THE LCCATICNE ' SELECIM E':' THE CONTW.CTOF. THE CO(TRACTDP SHALL HAVE THE RElPOW-44.TY IF OBTAININS HIS OIA WSTE SITE. ALL SORE INCLLCE IN THIS SECTION SHALL E WNSICE.7 TC BE ;NC:DEN:AL TO CINEP !TENS OF CPR RC NO FUPTHEF CDWEKSATION WILL E NADE. tINE POLITE TAKEN TC THE WAGE SITE SHALL E RA:N AINEO SOLELY BY THE CCWPA-TOR IN A RANKER AS 'f=A:B.0 ELOML e THE COWRAC70P SMALL E PREPARED TC USE WATER TRUCKS, FOBEP SLEEPERS, AC RELATES EOL:WEN't A' DEEMED NE:ESSAR` BY THE PUBLIC ROWS D:RECTOF TO ALLEVIATE THE PROELEM OF LOST SPC:LE ALONC THE FOL^E. PWOpT RESTORATION OF THE CUTS IS MANDATORY', THE C:KTfwTDA SHALL SECURE ALL NECESSARY PEWITS ALL APPROVALS FOP ANY WASTE SITE TG E USED. COPIES DF THE PEWITS AMC APPROVALS ARE TO E SUBMITIE TC THE ENGINEER PRIOR TO STARTING ANY NOW. ' 1-0A,1=NCLf1f DF,✓gt (4;C:T:ORAL SFC:ON; LIE WORKING HOURS FOR THIS PPTJECT MILL E LIKIE& TC REEKI)AYS DORIN' THE F FROM B:DO A,M. TC 5:00 F.M. THE HOURS OF CPA RAY E CHANGE AT THE DISCRETION OF THE ENG:KEEF WHEN . Iw 'HE INTEAEET OF THE PUCL:: OR THE CONTRA_TCP DUE TO REASONS OF SAFETT, MALIK, OR BELFARF. t-0<,t4 COWPAT OR I, COF:ES OF GDK'MC- DOORMEN^S lA;.;T7DNAL SECTION THE CON:PAC•OP WILL E SLPPLIND BY THE OWNER WITH S SETS OF PUNS ANC. SPECIFICATIONS. AT LEAST CNE CDP-t ETE SET OF CONTAA:T GDCUKENTS, INCLUCING ONE FULL SIZE SFT OF OSAEIAG6, SHALL E KEPT AT THE SITE OF C.:hSTRX7,oN :N ' GOCE MICTICN ANC AT ALL TINES AVAILABLE TO THE ORNEP AND THE ENGINEER, ACC:I7ONAL COPIES OF 7,E MNTFACL DOCUMENTS, :E REOLIREC. BILL E FURN:5HEC V THE CANER NET COST OF FSPRODOCT10N. SUPPLEMEN-AL SFECF:,/'IONS Pfl10GN0/B51 PAGE A BECTION T-05 CONTPOL OF VDN 1-0� N'tl CONSTRUCTICN r,":NG 1%7LF_...wFN SECTION` 1 THE ENSSNEER SHALL HAVE THE RIGHT TO MAKE PEASONABLE CHANGES IN TIE OWES AS THEY ARE SHORN ON THE L 'N:NGS. NGMDES %ILL BE ESTIBLSHE IN IHE FOPo OF OFFSE` RAKES AT DISTANCES NOT GREATER THAN 25 FEET FDR BATTER 044005 ' OP SC FEET FOP LASER, SET :N ADVANCE OF THE HUFF. VSNEVEP DOFF IS IN PROGRESS, THE CDI/TRACTOP SALL NM IN HIS EMPLOYMENT A CFBEP COMPETEPT TC SET A SATTEP SOAR CP CTHEF CCNSTPUCTION GUIDE FROM THE LINE AMC GH E SINES GIVEN BY IKE EKG;VEER. SUCH ENPLCYEES SALL HAVE THE DUTY AIC RESPONSIBILITY M PLA::NG AK NA NS INTAI'UNG SIGN COTPUCT:CA GUILES. A OATTEF BOARC SET N:TH AN ENC:NEEP'S LEVEL SMALL BE USEC FOP ALL LINES SET CA A GRACE OF 0.50 PERCENT OR LESS. AT LEAST -"ME BATTER BONDS SMALL AMIN IN PLACE DURING PIPE LAYING OPERATIONS. IF, THROUGH THE CONIM:TCP'S NFGL:GEKCE, A%Y STARES SMALL BE DESTRLLYEC AND R ":RE RESETTING, A SIM SMALL B' DEDUCTED FROM TN'E CONTPACTOP'S FINAL PAYMEVT EQUIVALENT TC THE EK,. COS I% EIO:NEEAINC REGL:Ag' FOF SUCH REPLACENEN;, ' THE LASER HE,WX OF FVTASLISHING GRACE AY BE USED PPDV=!%C: T. FIFOUESTS FOP USE LISTING EQL'IMENT. ARE METHOC OF OPERATION ARE SJBM:TTQ FOR CITY REVIEW NC ( APPK: Al. AT LEAST FIVE DAYS KP'OP TC USE, & ES ARE CHECKED AT LEAST ONCE EVER! 5C FEET ANC FT LEAST 3 TIMES DAILY BY CONVENTIONAL METHxS ' 3, PROPER AFCNOPING OF PIPE 15 PEIFOM® IN LOCATIONS WERE A BOX 15 BEING USED FOP CMC.'.VATIO%. THE CONTRACTOR SMALL ARRANGE HIS BON TO ALLO% A REASONABLE TINE FDA IHE SETTING OF STAKES FOR THE NEXT PHASE UP ' NIS OPERATION TO PREVENT VORA DELAYS MILE WAITING FOF CONSTRUCT:ON GLIDES. THE CONTRACTOR SMALL ASSUME FULL RESPONSIBL1:TY FOR DETAILED DIMENSIONS ANE FOR TRANSFERRING ELEVATIONS OP MEASJREMENTS MEASURE; FROM SUCH SAFES AMC ANS, DELAYS NY REASON OF LACK OF STAKES OF A TIME REQUEST FOR SURVEY LESS THAN 3 DAYS. ARE DEEMEC A RISP TC THC CONTRACTOR AID SAIL NCT BE THE SAS:S FOR CLAIMS FDA ADDIIIONAL COMPENSATION OF COSTT XTION TIN:, ALL COSTS FOP THE CPNTACTOR'S SUPVEY ING SHALI BE CONSIDNED IRCIJEN.AL TO OTHER BID ITEMS I% THE PPOPDSAL, AFC NO FURTHER CDMPENSAT:CN F:LL BE WE, UNLESS A B:L ITEM FOR SURVEYING IS SPECIFICALLY LISTED IN THE SCHEDULE OF PRIDES. �-0S.5 i21 COMMCTOR PPCYICH COHETFLTION STAFINF IRA SECT•^NI BHEPE THE CONTACTOR IS REOU:REC TC PROVIDE CONSTPXTION STAKING HE SHALL BE RESPONSIBLE FOP SECURING THE SN.::ES OF A PPOPESSIOML UK SOPVFYOP WWI SHALL PROVIDE ALL SURVEY SM:NC NEMED IN COAJUNCTIOA' KITH THE —ECT. TH:S STN:NG SHALL CDIE'$I OF, 80 NOT BE LINITEV TO; ' %DACNAY CWERLIKE SANITARY SEVER SLOPE "AK:N3 FIRE WDANTS ' CURBS AM. CUTTEPS STREET LIGHTING SW:NG AFC PAVING UDERGROUD1K PC%ER S TELEPHONE TELEMETRY TRAFFIC SI GAL SYSTEM STORM DA:N SYSTEM PSP%L CO, % P,N,%.B, VAULTS THE CONTACTOR SHALL ASSUME FULL RESPDNE:SIL:T FOP THE ACCURACY OF THE STAKING AK SHALL PRCV:OE AU REPLACEMENT STAKING OR RESTAK:NG NEEDE4. THE t'," N:LL PROV:OE THE CDATA:TDF'S SURVEYOF N:TN THE NOW:;ONTAL AMC VERTICAL COMFMDL NEFE!ED TO PERFORM THE CONSTRUCTION STAKING. ' S'FP'.ENENTAL S'E^F:r,T1CN5 PF\;06 IC'EE. PAGE S a1-1)5.5121 CONTINUED TM CONTFRCTOP'S SURVEYOR $HALL PROVIDE THE ORIGINAL FIEU' NOTES AND A SET ^ THE FIELD NOTES WHICH SHALL CONTAIN AS-CDWTRILTFO LOCATIONS OF THE INFACVEMENTS CONSTRUCTEL UNDER TNIB CONTRACT, THESE NOTES SHALL WKTAIN AEA MINIKM THE CEN' LIME STATION AND OFF SET AND CUR TO EACH TEE, VALVE, SEND, HYDRANT, MANHOLE CULVERT, CATCH BASIN, INLETS, CLEANDLTS, SIDES'_YEF, MIER SERVICE, CURB, GUTTER, SIDEWALK, AFL ALL OTHER CHANGES IN ALI6NBNEHT OF GRADE AS MY BE NEEDED NC JRAW ACCURATE AS CONSTRUCTED RECORDS OF THE PROJECT. THESE ROTES SHALL BE KEPT IN A HART COVERED FIELD BOM SUPPLIED TO THE CONTRACTORS SURVEYOR BY THE CITY ON Fl•UEST. THE LUMP SUP UNIT PA:CE FOR CONSTRUCTION STAF.ING WILL Ok FULL COHPENSATIDN FOR ALL SURVEYING NEEDED TO CONSTRUCT THE IMPROVEMENTS TO THE LIME AM GRACE PER THE APPROVED PLANS, AND TO PROVIDE THE REOUIRED CONS'RUICTION AND AS CONSTF.JCTED FIELD NOTES. PARTIAL PAYMENTS FOR THIS IT' WILL BE MADE 1N CONNECTION W:Th THE MONTHLY PAY ESTIMATES BASED UPON MONK COMPLETED AS DETEIMINET BY THE EI --ER, 1-05.3111 SUM'ITTALS [NEW SECTION] THE CONTRACTOR SMALL FURNISH FIVE COPIES OF ALL ORAWINOL, SPECIFICATIONS. DESCR:RIVE DATA, CERTIFICATES, SAMPLES. TESTS. METHOD, SCHEDULES, AMC MANUFACTURER'S INSTRUCTIONS AS REQUIRED TO DEMONSTRATE FULLY THAT THE UTERIALS AMC EQUIPMENT TO BE FUNIbHED ARE THE METHOD OF MONK COMPLY WITH THE PROVISIONS AND INTENT OF THE SPECIFICATIONS AMC DRAWINGS, IF THE INFORMATION SHOWS ANY DEVIATION FROM THE CONTRACT REULIFEMENTS. THE CONTRACTOR SHALL. BY A STATEMENT IN WRITING ACCOMPANYING THE INFORMATION, ADVISE THE ENGINEER d -i ME DEVIATION ARE F LATE THE REASONS THENEFDRE. 1-0° 12 F;NAL ACCEPTANCE [REPLACEMENT SECTION] THE CONTRACTOR SMALL NOTIFY THE ENGINEER IN WRITING NF THE COMPLETION OF THE WOW WHEREUPON THE ENGINEER WILL ' MMPTLY, 6" PERSONAL INSPECTION. SATISFY HIMSELF AS TO THE ACTUAL COMPLETION OF THE WEAK IN ACCORDANCE WITH THE TERMS OF THE CONTRACT, AND SHALL THEREUPON RECOMMEND TO THE OWNER TN.. THE WOW IS ACCEPTABLE. FINAL DETERMINATION OF THE ACCEPTABILITY OF THE WORM SHALL BE MADE BY THE OWNER. ACCEPTANCE BY THE CONTRACTOR OF FINAL COMFENSATION FOLLOWING F:NAL ACCEPTANCE BY THE CITY SHALL CONSTITUTE FULL AMC FINAL PAYMENT FOR ALL WORN UNDER THE COKTRACT. INCLUCING ANY CLAIM FOP CHANGED CONDITIONS OR CHANGED WARM O,DERS OF EXTRA WORM, DELAY OR AM OTHER CAUSE FOR CLAIMS FOP ADDITIONAL COMPENSATION, 1-05.15 METHOD OF SEPV:CE OF NOTICE [REPLACEMENT SECTION) WRITTEN NOTICE SHALL BE DEEMED TO HAVE BEEN DULY SERVED IF DELIVERED IN PERSON TO THE INDIVTDUAL. OR TO A ' PARTNER OF THE FIRM, OF TO AN OFF:CEF OF THE CORPORATION OF INER OF TO 'N. CITY CLEM, OR IF SENT BY REGISTERED UNIT® STATES MAIL TO THE BUSINESS ADDRESS SHOWN IN THE CONTRACT UOCUMENi S. 1-0_`_.16 9POPS AND OMISSIMS [NEW SECTION; IF THE CONTRACTOR, IRA THE COURSE OF HIS WOW. BECOMES AWARE OF ANY ERRORS DP OMISSIONS IN THE CONTRACT DOCUME%rS O^ 1N THE LAYOUT AS GIVEN BY SURVEY POINTS AM INSTRUCTIONS, OR IF HE BECOMES AMaE OF ARAM DISCREPANCY BETWEEN THE CONTRACT DOCUMENT[ AND THk PMSICAL CONDITIONS OF THE LOCALITY. HE SHALL IMMEDIATELY INFORM THE ENGINEER, THE ENGINEER, IF HE DEEMS IT NECESSARY. S 'L RECTIFY THE MITER AMC ADVISE THE CONTRACTOR ACO%HC:NGLY. AM VOW OJNE AFTER SUCH DISCOVERY, UNTIL AUTHORIZED, WILL BE DONE AT THE CONTRACTOR'S RISK. f6:TId1 1-07 LEGAL RELATIONS A10 NESFIIMS:B7 L:TIES TO THE PUBLIC 1`,4 SANITATION fLCD:TIOHAL SECTION) ALL ERPENSEE INCURRED IN SUPPLYING ACCESS, PARKING. AND ykk:TATION FACILITIES SHALL BE CONSIDERED IN;.:,EMAL TO THE PROJECT ANE NC COMPENSATION $HALL BE MADE. ' S,PP fWENTAL SPEC:F]CATIONS REViQLI1C✓251 PAGE 6 1—C7.7 LOAD LIMITS IREPLAGEMENT "1Y".ON' _L MOTOR VEHICLES 'F THE CONTRACTOR. SUBCONTRACTORS, AND SUM"_IERS SHALL STRICTLY ADHERE TO ON. 46.44 OF THE MCTDP VEMI CLE LAWS OF THE STATE OF BASHI NOT ON IL967 EDITION AT A*HZ'MENTS THERE UPI IN RC GAIC TO SIZE, WEIGHT. AT LOADS OF ATOR VEHICLES. ' PAYMENT WILL NOY BE MADE FOP ANY MATE'. . THAT IS DELIVEPE: IN EXCESS OF THE LEGAL WEIGHT FOR WHICH THE VEHICLE IS LICENSED. ANY VIOLATION OF THESE REGULATIONS SKAL: BE REPORTED TO THE AFFECTED LAW ENFuKENENT AGENT. THE CONTRACTOR IS TG FURNISH TC THE PUBLIC WORKS DIRECTOR A LISTING OF ALL HAUL VEHICLES USED 0% THE PROJECT, LISTING THE VEHIC.E NUMBER. LICENSE NUMBER, TARE %EIGHT, AND LICENSED LOAD LIP:TS• Y—C7.S WAGES IPEP�ADEMENT SECTIDNI ' TN:S CONTRACT IG SUEJECT TG CHAPTER 39.11 'COG, AK AMENDMENTS AMC ADDITIONS THERETO RELATING TO KNIMUP PAGES. ON FEDERAL AIL PROJECTS, FEDERAL WAGE LANE AMC REGULATIONS ARE ALSO APPLICABLE, HOURLY MINIMUM FATES EF WAGES AMC FRINGE BENEFITS ARE SHOWN IN THE LONTRACT. WHEN FEDERAL WAGE RATES AT FRINGE BENEFITS ARE LIP'EO, THEY ARE IN ACCOMDANCE WITH THE UNITED SIATLS DEPAFTMENT OF LABOR DECISION NUMBER PA 63-6110. THE CONTRACTOR, AM" SUBCONTRACTOR. OR OTHER PERSON DOING THE NOR. OR AM PAP' OF I: GOAL MOT PAY ANY WORKMEN. ' LABORERS, OR MECHANICS LESS THAN THE REO'.IREC HOURLY MINIMUM RATES OF %ROES SHOWN IN THE CONTRACT, WAGE C IN EXCESS OF SUCH HOURLY RATES MAY BE PAID. :H ADDITION TO THE WAGE RATE DESIGNATE'+, THE EMPLOYER SMALL CONTPISLTE FOP EACH COMPENSABLE WDUP THE FRINGE BENEFITS LISTED. IT 15 SPE:IFICALLY UNDERSTOR' AND AGREED THAT THE WAGE RATES AT FRINGE BEWEFIIS FOR THIS CON'TRAC7 AN SUB,iECT TO CHANCES. THAT F9E BIDDER ACCEPTS FULL RESPONSIBILITY AK ASSJE5 THE RIIP OF ANY INCREA:EC ,ASCR COST BY REASON OF PAYING HIGHER RATES THAN THOSE SHOW. IN THE CON7FA.CT. THE LAITY DOES NOT WARRANT OR REPRESENT THAT LABOF CAN BE PROCURED FOP THE MINIMUM RATES SET FORTY OP AS CHANSED. :T IS THE CONTRACTOR'S KSPOMS:BIL:TY alorAlh THE PAGES ABOVE SUCH M1E'MUM AS HE WILL HAVE TO FAY, THE CONTRACTOR SMALL POST. .N A LOCATION ACCEPTABLE TO THE CITY AMC LABOR AT INDUSTRIES, A :OPY OF THE APPROVED 'STATEMENT OF INTENT TO PAY PREVAILING WAGE", A CORN EF THE PREVAILING PAGE PATES FOR THE PROJECT UPDH WHICH THE CONTRACTOR ME INDICATED THE APPP KIMATE NUMBER OF WORKERS IN EACH CLASSIFICATION{ AMC THE ADDRESS AND TELEPHONE NUMBER OF THE INDUSTRIAL STATISTICIAN OF THE DEPARTMENT OF LABOR AND INDUSTRIES WHERE A CDMPLA:NT OF IkQL:RY CONCERNING PREVAILING WAGES MAY BE MADE. ' ON PROJECTS GOVERNED BY ILA.:{ PATES CETEW.iNED RY THE RATE OF WASH.INGTON DEPASTMENT OF LABOR AK' INDUSTRIES AMC BY THE U. S. SEL,ETARY 6' LABOR, IF THERE IS A DIFFERENCE BETWEEN THE TWO IN THE 'IREVAILING RATE OF WAGE FOR A SIMILAR CLASSIFICATION OF LABOR. THE CONTRACTOR SMALL PAY NOT LESS THAN WAGE WHICH. IS THE HIGNEF OF THE TWO. IF THE COTRACTOP. MARES USE OF APPRENTICES ON PROJECTS GOVENNEC BY WAGE RATES DETERMINED BY THE STATE DEPARTMENT OF LABOR AMC INDUSTRIES, HE SMALL PRESENT TO THE ENGINEER WRITTEN EVIDENCE OF REGISTRATION OF SUCH EMPLOYEES IN A PROGRAM APPROVEL BY THE STATE APPRENTICESHIP COUNCIL AK THE PERIM OF PROGRESSIDN, FOR EACH SUCH APPRENTICE EPPLCYEE. ' IF THE CONTFA:TOF LANES USE OF APPRENTICES ON PRGJECTE LVERNED BY %AGE RATES DETERMINED BY THE U. S. SECRETARY OF LABOR, HE SHALL PRESENT TO THE EMCINEEP WITTEN EVIDENCE OF REGISTRATION OF SUCH EMPLOYEES IN A PROGRAM OF A STATE APPRENTICESHIP AND TRAINING AGENCY APPROVED AND RECOGNIZED BY THE O. S. BUREAU OF APPRENTICESHIP AND TRAINING. IN THE ABSENCE OF SUCH A STATE AGENCY, THE CONTRACTOR SHALL SUBMIT EV. '{E OF APPROVAL AK REG:SIRATION BY THE U. S. BUREAU OF APPREN710ESHIP AND TRAINING. ' S✓,LEMENTA'. SPECIFICATIONS REVID&'1D/W PAGE 7 1 "'.B COMT'NUED THE CONTRACTOP SHALL SUBMIT 70 THE ENGINEER WRITTEN EVIDENCE OF THE ESTABLISHES APPRENTICE JOURNEYMN PATIOS AND t WOE RATES IN THE PROJECT AREA, WHICH WILL BE THE PASIS FOR ESTABLISHING SUCH RA'IOS AMC PATES FDP THE PROJECT UNDER THE APPLICABLE CONTRACT PROVISIONS. IF ANY DISPUTE ARISES AS TO WHAT ARE THE PREVAILING RATES OF USES FOR NOW OF A SIMILAR HA7UE TL TM-, CONTEMPLATED UKEP THE CONTRACT AMC SUCH DISPUTE CANNOT BE ADJUSTED BY THE PARTIES OF INTEREST, IKLUC:NG LABOR AMC MANAGEMENT REPRESENTATIVES, TIE UTTER SMALL BE REFERRED TO THE DIRECTOR OF THE DEPARTMENT OF LAJOR AMC INDUSTRIES OF THE STATE OF UFSHINGTOh 101 TO THE UN:TEL 61ATES SECRETARY OF LABOR VK% PREVAILING PAGES ESTABLISHED BY THAT OFFICE ARE INVOLVED), AMC MIS DECISION THEREIN SMALL K FINAL, MQCLUS:VE AMC BIKING ON ALL PARTIES INVOLVED IN THE DISPUTE. IF THE CONTRACTOR MARES USE OF A LABOF CLASSIFICATION HOT LISTED IN THE SPECIAL PROVISIONS, THE MWWTDR SNA.L REQUEST THE DETERMINATION OF THE APPADPR:t TE "BE PATE PUP THE CLASSIFICATIQh AK FOP THE AREA IN Wh.CN WORK IS PERFORMED, FROM THE INDUSTRIAL STATISTICIAN OF 71C DEPARTMENT OF LABOR AND INDUSTRIES ' ON FEDERAL-AIC PROJECTS THE CCNTMCTOP AMC EACH SUBCOMRNCTOR SMALL FURNISH WEEKLY PAYROLL STA+EMEF F TC TH- ENG_2NEER, IF WEEKLY STATEMENTS ARE NOT UTILIZE THE CONTRA:TCA SHALL FURNISH A CERTIFICATION P-aTC FACr PROCESS ESTIMATE PAYMENT. CONFIRMING THAT PREVAILING MADE RAISE HAVE BEEN PA' 1 IF THE CONTRACTOR UTILIZES THE GCCUPAT:ON CODE WHEN SUBMITTING PAYROLLS AND PAGE AFFIDAVITS, AMC RCRE -MN CK JURISIIDTIOML AREA IS INVD:VED IN THE PROJECT, THE JUA SCICTIONAL AREA INVOLVED SALL BE SHOWN IMM3:AIELY ' FOLLOWING THE OCCIPAT1Dh CODE vUF A, I.E.W ID-OOTC YAA.E. THE CONTRACTOR'S RECORDS PERTAINING TO PAGES PAID AMC PAYROLLS SMALL BE OPEN TO INSPECTION OR AUDIT BY ' REPRESENTATIVES OF THE CITY DURING THE LIFE OF THE CJNTRACT AMC FDA A PERIOD OF MOT LESS THAN THREE 131 YEARS AFTER THE DATE OF ACCEPTANCE THEREOF, AK THE CONTRACTOR SHALL RETAIN SUCH RECORDS FDA THAT PERI00. WHERE SUCH RECORDS PEP'A:KING TC PATES PAID AND PAYROLLS FOP THE CONTRACT ARE MAINTAINS BY SUBCONTRACTORS OF AGENTS OF THE CONTRACTOR. THE CONTRACTOR D%PPESSLY GUARANTEES THAT THE RECORDS OF SUCH SUCDRIIACTORS OR AGENTS SMALL BE CREW TO INSPEC'iDh AND AUDIT BY REPRESENTATIVES OF THE CITY ON THE SAME TERMS AND CGNDITIOMS AS THE FFCCRDS OF THE CONTFA,^TOR, IF AN AUDIT 1S TO BE COHMENCLD MORE THAN SIxTY 1601 DAYS AFTER THE ACCEPTANCE DATE OF THE CONTMA_T, THE CONTRACTDP WILL BE GIVEN A REASONABLE NOTICE OF THE TIME W Eh SUCH ASC:T IS TC BEGIN. SUCRE PAYMENT IS MADE BY THE CITY OF ANY SUMS DUE UNDER THIS CONTRACT, THE CITY MUST RECEIVE FROM THE CDNTFA.^TOR AMC EACH SUBCONTRACTOR, A CO^Y OF 'STATEMENT OF INTENT TV PAY PREVAILING UGEr (FORM L S 1 NUMBEP 7OO-2S USHINGTON STATE DEPARTMENT OF LABCS AMC 1KUSTPIES). WON CWP.ETION OF THIS CONTRACT, THE CITY MUST RECEIVE FROM THE CONTRACTOR AMC EACH SUBCDNTRACTCP A COPY OF 'AFFIDAVIT OF PAGES PAID" (FORM L i I NUMBEF 700-7 STATE DUAFTMEN'i OF LASOE AND jNDU6IPIES) CE%:°YINC THAT ' ALL PREVAILING PACE REQUIREMENTS HAVE. BEEN SATISFIED. IN AO.110N. THE CITY MUST RECEIVE FROM `HE PRIME CONTRACTOR A COPY OF 'RELEASE FOR THE PROTECTION OF PROPERTY OWNERS AND GENERAL CONTMC7CP' j'CRw L i 1 MJMBER 206063 THE STATE DEPARTMENT OF LABOR AMC INDUSTRIES). THESE AFFIDAVITS WILL BE REQL:PS SUCRE AN' FVNDS RETAINED, ACCORDING TO THE PROVISIONS OF RCM 60.20.01C. ARE RELEASED TO THE CONTRACTOR, FORMS NA• BE OBTAINED FROM THE OEPAWTTENT OF LAMP. AMC INDULS'TPIES. ' SUPPLEMENTAL SPEC'.FICATIOIF REV)06:'10NES) PACE 6 ' 1-01.1 C9NTiMu6 A FEF IF N11,5C PCP EACH "STATEMENT OF INTENT TO PAY PREVAILIIO WAR-- ANC •AFF•DAV'T OF WAGES PA•V- IS P OL• TO ALCDPPAW LACY FORM SUBPITTED TO THE DEPARTMENT OF LABOR ANC 1EDUSTPIEb THE CONTPACTpp IS RESPQWIPLE PAYMENT OF THESE FEES AMC SMALL WE ALL 8MICATIDNS DIRECTLY TC THE DEPARTMENT OE LABOF AI[ INDUSTRIES, THESE FEES 'FALL E INCICENTA TC ALL THE BID ITEMS HE THE IN ADC:TION, TIE PRIME CONTRACTOR SMALL SUBMIT TO THE WASH:NCTCN STATE DEPARTMENT OF LABOR AIL UDUSTP:ES A •PEOUEST FOP RELEASE" FORM PROVIDE BY THE DEPARTMENT OF LAROF Alt :HDISTRIES. THESE AFFIDAVITS PILL E ' REOL:IEC ROPE AP FUNDS RETAINS ACC9RDING TC THE PPCI,S:CM OF NOV SC.2B.O!C ARE RELEASE TO THE CONTRA:TDA. 1-01,11191 SUBCONTRACTING 'AD-:TIONA' RECTIONI ' BEFORE PAYMENT OF THE FINAL ESTIMATE, THE CONTRACTOR SMALL SUBM:l AFFILAAIT OF AMOUNTS PAID TC MINORITY BUSINESS ENTERPRISE ANC/OA PDMEA BUSINESS ENTERPRISE PARTICIPANTS ON THE ' FORM PROVIDE BY THE CITY; CERTIFVIMG THE AMOUNTS PAID TO P:NGRITY BUSINESS ENTEMPP:SE AID/OF BMEN BUS:MESS ENTEWRISE PARTICIPANTS. 1-C7,111101 RECORDS AID E22PTS IREP'A k"EM SECTIONI THE CONTRACTOR PILL E PEQU:RED TC COMPLETE AMC SUI-` THE FDLLOWIN6 DOCUMENTS BEFORE PROGPESS AMC CF F:NA_ PAYMENTS TO THE CONTRACTOR TOLL E APPRCVEO By THE PUB:.: NEWS DIRECTOR; 1. EACH HONTM- DEPARTMENT OF LABOR STAMDARE FCW 257 2. EACH JULY - STATE HIGHWAY POW P�1391 THE ONNEA WILL FURNISH THESE FOURS TO THE PRIME CONTRACTOR DUN:NG THE PRELONSTPXTION MEETING. AN EQUAL EWLCYMENT OPPORTUNITY REPORT CERTIFICATE GALL E EXECLTEC BY THE S:DCEF VITO HIS BIC PP:POSAL ON T":S PROJECT AMC WE" COMES WITHIN THE PROVISIONS OF THE EQUAL EMPLOYMENT OPPQRTUN:TY REWLATIONE OF THE SECRETARY OF LABOF AS REVISE PAY 21. 1966. THE FORM OF CERTIFICATE BILL E FURNISH& TO THE CONTMCTCP ICTH THE ' PROPOSAL. EPOCH THE CD"WIOP WILL REED TO COMPLETE. STATING AS TO WNETMEF HE, HIS FIRM, ASSOCIATION, PARTNERSHIP, OR CORPORATION HAS PARTICIPATE IN ANY PREVIOUS CONTRACTS OR SUBCONTRACTS SUBJECT TO THE EQJAL OPPOPTUNNITY CLAUSE AMC IF SO, WHETHER OR NOT K HAS SUBMITTED ALL REPORTE OUE UDEP APPLICABLE FILING RHO:::REINENTS. FAILURE UN TNC PART OF THE B:DDEF. 10 FURNISH THE REQUIRED CERTIFICATE WILL E DUE CAUSE FOP REJECTION OF Tot BIC, IF A PPIPOSAL LAMS AN EEC REPORT CERTIFICATE . AND THE CONTRACTOR HOULE OTPEMEISE BE AWARD& TOE CONTRA::, THE CONTRACTOR SMALL RAVE 10 DAYS AFTER NOTICE BY THE DIRECTOR OF PUBLIC wws TD PUV:DE THE SANE. IF THE CONTRACTOR REFUSES OF FAILS WITHIN THAT TIME TO POVME THE CERTIFICATE. THEN THE PROPOSAL GUARANTEE. IN FOUR OF ' WOK. C OF CAS- Vh:C- ACCMPANIEC THE 620, WILL E FDRFE:TE TO THE CITY. WNEMEWN A CONTRA.IT9P REQUESTS PERM:SS.ON TO SUBLET A PART OF AMY CONTRACT AMC SUCO CONTRACT COMES WITFIN THE PRDVISIOCS OF THE EGLAL OPPORTUNITY REGULATIONS OF THE SECRETARY OF LABOR. REVISED MAY 21, 156S, ME SMALL CTA:N THIS CERTIFICATION PPM MIS POPOS& SUBCONTRACTOR AK FORWANO IT TOGETHER ITEM SUCH REQUEST. ND SLANIONTPA" WILL E APPPCVE BEFORE RECEIPT OF SUCH CERTIFICATION FROM THE SUCONTRACTDR. FOR THIS PURPOSE, CERTIFICATION FOURS MAY BE UOTAINE FRCP THE PROJECT ENGINEER ASSIGNED TO THIS PROJECT, 1-07.19 CONTRACTOR'S RESFOMS'L' 'TF cCF WCIW 1REP CENT r SE^71ON! THE WOW SMALL E LINDEN THE CONTRACTOR'S RESPONSIBLE CAME AMC C N%U. THE CONTRACTOR SMALL BEAc ALL LOW AID DAMA';EE INATBDEWA AND FROM ■NATWEVER CLAUSE, EXCEPT THAT CALM SOLELY BY THE ACT OF THE OWNER WH:CO MAY I=A ' ON C: TC THE &DEB OUA:NC THE '.L71LLMENT OF THE CONTRACT. SUPPLEMENTAL SPECIE:IATIORE EVIO6'16'B5i PACE 1-0T.1J CONTINJFI IF AM SIICH LESS OF OW" OCCUOS, THE COMFICTOR SMALL IMMEDIATELY WAE GOOD AM SUCH LOSS OF .AµAGE, AK IN THE EVENT OF THE CONTRACTOR PRISING OR NEGLECTIW6 TO DC BE. THE GWHEF MAY ITSELF OF BY THE EWLCIHEHT OF WKS OTHER PERSON MARE SOW AM SUCH LOSE OR DAMAGE, AW THE COST ARE EXPE16E OF SC DUNG SMALL BE CHARGED TO THE CONTRAC OP, ' THE COWAACT'OR ALONE SMALL AT ALL TIMES BE RUP"ISLE FOR THE SAFETY OF MIS AK HIS SUS=FTM:TDp'S EMP__EES. AK FOR HIS AW I.$ SUSCON.TRACTOP'S PUNT AW EWIPNENT AK THE METWE CF PACSECLTINS THE WOW. OUPLNG UNFAVCWU WEATHER AK OTHEF CCW:TIONS. THE CONTRACTOR SIAL: PURSUE ONLY SGH PORTIONS OF TIE VGF AS SMALL HOT E LAMOM THEREBY. NO PORTION OF THE WM' VCSE SATISA.:TCM OUAL:TY OR RF:::EICY WILL BE AFFE^E. ST UFAVCRA6.E CCW'TICNS SMALL BE CDWTRJCTM VHILE THESE COKIT.MS DM F . UNLESS 0` SPE::AL NUNS 0; PAE:AUT:ONS ACLEFTAE.E TC THE EKINEEF, THE M%TFACTCP SMALL BE ABU TO OVERCOME THEM, 1-C'.14 RESPCNE:B:L:TY FGF OAMAG' iACC:T30MAE 6EC':Ow THE CONTRACTOR SMALL E RESPONSIBLE FDA CONTROLLING OU57 AW MIL V:TNIH THE RNI-' LIKES AW ON AM STREET WHICH IS UTILIZED r HIS EWIPHENT FOR THE DURATION OF THE PROJECT. TM CONTAACTOf HALL E PREPARE TO USE WATERING TRUCKS. POUF SNCEPEF';, AK CTHEF PIECES OF EC-:MEN' AS DEEMED ME:ESW" BY THE ENO:NEEF, TC AVC:C CREATING A M.:SAME. DUST AK MIL CON:PO. SMALL E COMEICEAEr AS INCIDENTAL TC THE PROJECT. AK MC COAPEHSATION WILL SE MACE FOR THIS SEDTION, 1 COMPLAINTS OF DUST, MIL, OF UNSAFI PRACTICES AND/0P PROPER'V GARAGE TO PRIVATE OWNERSHIP V:LL E TMNSM:TTED TO THE COATF--MP AK PROMPT A 710N IN CORRECTING WILL E REG..:RED I THE CONTF Z7TOP, ' 1-1y16 PRrE:TION AK AUTOMATION R PROPERTY IREPLA^EM'ENT SECTION; THE OW1¢P RILL MR:N ALL EASEMENTS AK FRMCHISEL EOL.RM FDA THE PMJECI. THE CONTRACTOR SHALL LIMIT HIS OPEFATIJN TC THE AREAS OMA:NEC ARE SMALL WET TRESPASS ON PRIVATE PROPERTY. THE OWNEF MA1 PROVIDE CERTAIN LAWS, AS 1K:UTED 1N CONNECTION W:TH THE NCR UKEF THE CC'NTRA:T TCGETHEF WITH THE FIGHT OF ACCESS TC SIGH LAWS. THE CD%7WTCF SMALL MOT UNREASONABLY ENCIMDEF THE PREP.SES CTH HIS MUIMMEN'T OR MATERIALS, THE CONTRACTOR SMALL PROVIDE, WITH NO L1AB:LIT TO THE OFFER. AM ADO:TIONAL LAW AK ACCESS THINSTC NOT SMOM OR DESCRIM THAT MY E REWIRED FOF TE/PORW COISTRUCT:ON FACIU7IES CA STOWS OF MATERIALS. ME SMALL CONSTRICT ALL ACCESS ROADS, DETOJN ROADS. OR OTHER TEIPoMPY WORK AS REWIRED BY HIS OPERATIONS, THE CONTRACTOR SALL ODKIME HIS EQUIPMENT. ETDPAGE OF MATERIAL, ARE DIPERA'104 R HIS ROWERS TO THESE AREAS SHORN AK DESCR:EL AW SUCH ADDITIONAL AREAS AS HE MAY PROVIDE. A. OFNERAL. ALL CONSTRICTION WOM, UNDER THIS CONTRACT ON EASEMENTS, PIGIRS.OF-NAY, OVER PRIVATE PROPERTY OF ' FRANCHISE. SMALL BECOEINEL TO THE UNITS OF SUCH EAEMEATG, RIGHT-0E-WRY OR FMANC'M:SE. ALL KAR SMALL IS ACCUPUSI@ SD AJ TO CA'E THE LEAST AWUiT OF DISTURBANCE AW A MINIMUM AMOUNT OF DAMAGE. THE :ONTAACTCP SI - SCHEDULE HIS MR SC -MAT TRENCHES ACROSS EASEMENTS SH' MCI E LEFT OPEN OURING EEAEWS OF M0L:OAYS AND TRENCHES SMALL MOT E OPEN FOR FARE TMN a HOURS. B. i Yyyy THE CWAACTOR SMALL REHCVE C.CH DI:STING STRUCTURES AS MAY E NECESGAM FCF THE PEROMIAWE OF THE RCM. AIL, IF EDUIRED. SMALL REBUILD THE STRUCTUES TAR- MEICVE IN AS GOOD A COK:TIDN AS FLLK. HE SHALL AS: REPI:F ALL EXISTING STRCTLAEE WHICH MY E DAMAGED AS A RESULT W THE IIOML DOER THIS COATRF.:'. t ' SPPLEMENTA- Y..-:F:;AT:DNS REViOS 10,BSA PAGE JC IjA'.IE LCNT;A II' C. EASEMENTS - CULTIVATED AREAS AM CIREP SURFACE IMPROVEMENTS. ALL CULTIVATED AREAL. EITHER A6F:CULTLS41 OR LAWNS. AM OTHER SURFACE IMPROVEMENTS WHICH ARE DAMAGED BY ACTIONS OF THE CONTRACTOR SHILL BE RE57DREC AS NEARLY AS PISSSELF TO THEIR ORIGINAL COMITSON. PREP TC OKCAVA-.106 ON M EASEMEWY OR PRIVATE RIGHT-ON-MAY. THE CDWTRhC7OP SMALL STRIP TOP SOIL FROM THE TRENCH OR MkSTRUCTION AREA AM STOCKPILE IT IN SUCH A NANNEP THAT IT MAY BE REPJCC BY HIM, SPCA COMPLETION OF CONSTRICTION. ORNAMENTAL TREES AM SHPUBSEIR SMALL E CARff ULLY PEMCVSC WITH THE EARTH SIRRDULING IHEIP ROOTS "RNA IA BURtA' AM REPIANTEC IN TNE:F OF:GIML POSITIONS WITHIN AS MDURS. ALL SHRUBERY OP TREES 0"-,PCYEC OF DAMAGED. SMALL OF REPLACE BY THE CONTRACTOR WITH MATERIAL OF EQUAL QUALITY AT NO ADDITIONAL COST TO THE DYIE.PA IN THE EVENT THAT 11 IS MECESSAM TC TRENCH TMRDUSO ANY LAM AREA, THE Sm SMALL BE CAREFULLY CLT AM ROILS AM REPLACED AFTER THE TRENCHES HAVE MEN BACWFILLM. THE LAM% AREA SHALL M CLFANEI BY SWEE7:NG OF OTHER NEARS, OF ALL EARTH AM DEBRIS. THE CONTRACTCF SMALL USE RUBBER WELL EQLA:PMENT SIM:LAF TO THE SHALL TRACTOR-TYPE BACF4CE5 USED BY SNE SENSP t CONTRACTORS FOR ALL ISM, IMLMING OCAVAT:CN AM, SACFFILL. ON EASEMENTS UR RIGHTS-OP—WAY WHICH HAVE LAIN AREAS, ALL FEMES. MAWERSA MAIL BOXES, OF OTOLA TEMMPORARY OBSTACLES SHALL E REMOVED BY THE CONTRACTOR AM IMMCIATELY REPLACED, AFTER THE TREND" 1S MCKFILLED, IN THE:P ORIGINAL POSITION. THE CONTRACTOR SMALL IMIFY t THE OWNER AM PROPERTY OWNER AT LEAST 21 MCURE IN AOVAHCE DR AIY SKIM DOM ON EASEWE..S OR F1GHT5-O`-RAY, DAMAGE TC EXISTINS STRICTURES OUTSME OF EASEMENT AREAS THAT MAY RESULT FROM DF!:TFMNG AM/OP OTHER COHETPUCTION ACTIVITY UNDER THIS CWRACT SHILL BE RESTORED TO THEIR OF;E:.'.;. CCMiT1ON OR BETTED. THE CF:GINAL ' DOM:TION SMALL BE ESTABLISNE IV PMDYDENAPS TAKER AM.'OP INSPECTION ROE PRIOR TO CONSRRUCTIDN. ALL SUCH Vow SHANL E DONE TC THE SATISFACTION OF THE PROPERTY OWNERS AM THE OIMEF AT THE EXPENSE OF THE CONTRACTOR. C. .-Aff . THE DDIRROCTDP I:LI ASS E ALL RESPONSIBILITY OF RESTORATION OF THE SURFACE E ALL STREE75 ITMVELLE MYS; US' BY HIM If DAMAGE. 1% THE EVENT THE CONTRACTOR DOES MCT HAVE LABOR OR MATERIAL IMMM;ATELY AVA:LAELE TC MARE NECESSARY REPAIRS, THE CDNTRACTOR SMALL 60 INFORM THE (RIMER. THE OWNER HILL MAKE THE NECESSARY REPAIRS AM 1HE AST OF SUCH REPA:PS SHALL E PAID BY 'HE. CDNTMO.'TOR, i-VA7 UTILITIES AM Si VILAP FACILITIES IADC:T;DNLL EMOW LDCATiON AM DIMENSIONS SHAM ON THE PUNS FOR EXISTING UDERWOUM. FACILITIES ARE IN ACCOTDAKE W:TH THE BEST AVAILABLE INFORMATION WIAMUT UMOVERING AM MEASURING, THE DNNEF DOES NOT GUARANTEE THE SIIE AM LOCATION OF EXISTING FACILITIES. IT SHALL E THE CON7RAC7OR'S RESPONSIS:L NC CONTACT ALL PUSL:C AM PRIVATE COMPANIES HAWING UTILITIES AM/CR FAC'a.:AIES 1M THE VICINITY OF THE CONCTRUCTIDN AREA, CALL BEFORE YOU DIG ' THE AB ROW LOCATORS /-§*-424-SSBB IF. IY THE PROSECUTION OF THE WOW. IT ELDMES NEOESSAM TC INTEMPT 0I511HG SURFACE DRAINAGE. SEVERS. LMCENCRAINS. COMWT, LT!L:TIES. SIM:LAN UMERGROUM STRICTURES. OF PARTS THEREOF. THE CONTAACTOP SHALL E RESPONSIBLE FOR. AM SMALL TAKE ALL NECESSARY PRECAUTIONS 11 PROTECT AM PROVIDE TEMPORARY SERVICES FOR SANE. SWP,EMENTAL SPECIF:CAn CK RWOL'10/85i PAGE 11 1-0'.17 CONTINIO THE CONTRACTOR SMALL, Al HIS OWN EXPENSE, REPA.'F ALL DAMAGE TO SUCH FACILITIES OR STRUCTURES DUE TO THIS COW'TPUCT:GN OPERATION TO THE SATISFACTION O THE CITY; EXCEPT FOR CITY OM,ET FACILITIES WHICH MILL BE REPA.FEC BY TIME UTILITY DEPAFTMENT Al CONTRACTOR'$ EXPENSE, OF BY THE CONTRACTOR AS CIRECTED BY THE CITY, ' 1-C',1E PUBLIC LIAE:L:TY ANE PAOPEPTY DAMAGEEPULEMEN: SECT ON THE MIN:" POLICY LIMITS OF SUCH INSURANCE SK L BE AS FULLOWS: THE AMDUN' O COVERAGE SMALL E MOT LESS THAN A SINGLE LIMIT OF 8500,000 FOR BODILY INJULiY INCLUDING DEATH ANC PROPERTY DAMAGE PER OCCURRENCE. IN ADDITION, AN UMBRELLA 1NSIRAWE COVERAGE CF NOT LESS THAN SE.D00,000 SHALL E PROVIDE., WITN THE DINNER AEC ENGINEER ADDITIONAL HAMS IRILREDS. THESE LIMITS SHALL APPLY TO COMPREHENSIVE GENERAL LIAEILITY INSURANCE ARC VEHICLE LIABILITY INSURANCE. THE CMTRACTGR SMALL FURNISH THE CITY WITH SATISFACTORY PROOF OF CARRIAGE OF THE :NSURANCE REQ-:AEC. 1-07.23;11 PUBLIC CONVENIENCE ANC SAFETY IADD:7101:AL SEC`ICNj THE CONTRACTOR SHALL NOTIFY BY MAIL ALL PROPERTY OWNERS R:DNG THE CDNSTRUCTION ARFA, ON MA::. PRIOR TO CONSTRUCTION. THE CONTRACTOR SMALL NOTIFY AI.L LOCAL POLICE. TRANSIT, AM FIE LEPAPTHENTS BY MA.L PRIOR TO COSTRUCTION. NAMES AND ADDRESSES WILL E FURNISHED BY THE DOER. THE CONTRACTOR SHALL FURTHER NOTIFY EACH OCCUPANT IN PERSON A MINIMUM OF THEE DAYS PRIOR TO CONSTRUCTION IN FRONT OF EACH PROPERTY. ' I:jr.23f31 FLAGEN, BARRICADES. ANC SIGNS IRE PLACEMENT SECTIONI FLASHER, BARAIOACES, SIGNS AMC TRAFFIC CONTROL FURNISHEL SMALL CONFORM TO THE STANDARDS FSTABLISED IN THE LATEST ADOPTED EDITION OF TE 'MANUAL ON UNIFOW TRAFFIC CONTROL DEVICES". PUBLISHED BY THE U. S. DEPARTMENT OF TRANSPORTATION. COPIES MAY E PUFDMASRD FROM THE SUPERINTENDENT OF DOCUMENTS, U. S. GOVERNMENT PRINTING OFFICE. WASHINGTON, D.C.. 20e02. THE WNTRACTOR SMALL IMPLEMENT THE TRAFFIC CONTROL PLANTS) APPEARING IN THE CONTRACT PUNS. AS APPLICABLE. IF THE CONTRACTOR'S HUA OF OPERATIONS IS IN CONFLICT WITH THE CONTRACT TRAFFIC CONTROL PUN, HE ' MAY PROPOSE MODIFICATION OF THE TRAFFIC CONTROL PUN BY SHOWING THE KCESSAFY CONSTRUCTION SIGNS AND BARRICADES REOUSRED FOP THE PROJECT. AMC SUBMIT IT TO THE ENGINEER FOP APPROVAL AT LEAST TEN DAYS IN ADVANCE OF THE TIME TE SIGNS AMC BARRICADES WILL E REQUIRED, THE CONTRACTOR SMALL. AT HIS OWN EXPENSE PROVIDE ALL SIGNS, BARRICADES. GUARDS, RLASPEN AMC ECUiPENT. CONSTRUCTION WARNINGS, AMC NIGHT LIGHTS IN ONES TO PROTECT THE PUBLIC AT ALL TIMES FROM INJURY AS OF RESULT OF HIS OPERATIONS [SEE M.U.T.C.0.1. IF THE CONTRACTOR SHOULD FAIL TO MAINTAIN SUFFICIENT LIGHTS ANC BAPFI-.ACES, IF THE SP.'NIDN SP THE ENGINEER, THE CITY SMALL MAVE THE RIGHT TO PROVIDE THESE LIGHTS AK BARRICADES AND DEDUCT SUCH COSTS FROM PAYMENTS DUE THE CONTRACTOR, WORK SMALL E RESTRUCTURED. THE DIVES OF WORK MOUUIFIED, TE HOURS OF HOME MOCIFIED OF THE WOW MALTEI' ALTOGETHER AT TE ENGIEER'S DISCRETION WHEN THE ENGINER FINDS UCH A tCOURSE OR COURSES OF ACTION ECESBAMY TO Wr:ECT TE PUBLIC DR THE CONTRAGTOP'S SAFETY, HEALTH, AMC WELFARE ALL SIGNS REMOVED SNAIL E SALVAGIT AK uktlVEMAD TO THE CITY YARD, ALL COSTS IN CONNECTION WITH IK PNCTECTIMM eND MCVENENT OF VEHICULAR AK PEDESTRIAN TRAFFIC SHALL BE CONSICEPED INCIDENTAL TO THE WOW lWVV.li O SHA , E INCLUDED IN ISE LUMP SUM PRICE ITEM `TRAFFIC CON'RCL' IF SUCH AN ITEM IS 1NCLUDS IN THE PPLFCT. TikFFiC MOVEMENT SMALL ERE1N CE DEFINED AS APPLYING TC BOTH VEHICULAR AMC PEDESTRIAN TRAFFIC. THE ENGINEER SMALL E THE CITY OF SENIOR PUBLIC FOURS DIRECTOR OR HIS DULY ATHDRIM REPRESENTATIVE (i.e. PP:dECT ENGINEER, INSPECTOR! AS USE THROUGHOUT THIS SPECIFICATION. SUPPLEMENTAL SPECIFICATIOBE REVIOS/10/85) PAGE 12 r1-0?,2?1?1 CONiIAlB r THE FOLLDWIING IS A SLPNAW OF REGULATIDNS THAT WILL APPLY TC 1NAF4IC CONTROL WE4710NE ON THIS PROJECT, BUT DOES NOT LIMIT OR SUPERSEDE OTHER REGULATIONS OF THE STANDARD SPECIFICATIONS: 1. THE •N.NWL DN UN:FOIM TRAFFIC CONTROL DEVICES FOR STREETS ANC NIGHINYA", At NELI AS THE FEDERAL HIGHWAY r ADMINISTRATION (FNWAT 'MAfFIC CONTROL IN CONSTPUCTION AND MAINTENANCE WORK ZONES-TECHNICAL REPORT NY 167-, SMALL BE USED AS A GUIDEL'NE FOP THIS PROJECT, r 2. AT THE PROJECT PRF CONSTRUCTION CONFINING: THE CONTRACTDP SMALL DISCUSS MIS TRAFFIC CONTROL PLAN AK DESIGNATE THE PERSON RESPONSIBLE FOR TRAFFIC CONTROL AT THE WORK SITE. INC TOP SMALL IKLIEIE OESCFIFTIONS OF THE TRAFFIC CONTROL METHODS ILO DEVICES TC BE USEL Ov THE PRIZE CONTN:TOF/SUB-CDhTNCTORS ANE WILL BE rSUPJECT TO REVIEW AND APPROVAL BY THE ENGINEER. 3, DUFJ%G ALL PNASES IF :ONSTplCTION, TRAFFIC MOVEMENT SMALL It oWWT41NEE AS NEAF NCWAL AS POSSIBLE AMC REASONABLE ACCESS MAINTAINH TC PROPERTIES ADJACENT TO 7— RIGHT OF WAY LINE. r4, ALL TRAVELEL PC.—IONS OF ROADWAYS MILL BE OPEN TO TRAFFIC DURING PEAK TRAFFIC PERIODS, 5:30 TO B:SC A.M. ARE 3:00 cP 5:00 P.M. OR AS APPROVED V TkE ENGINEER. rS. ON OR BEFORE THE FIRST UAY OF R'RK AFFECTING 1RAVELED ROADWAY, THE CONTRACTOR WILL BE REQUIRED TC HAVE THE TRAFFIC CONTROL DEVICES To OF USED IWSPEC:'� AMC APPROVES BY THE ENGINEER AS TO COMPLIANCE r NITF MUT'LD/FNWA STANOAR:S. NL WOWK SMALL BE DONE ON OF ADJACENT TO THE R.aADWAI UNTIL ALL NECESSARr SIGNS AK TRAFFIC UONTRIL DEVICES ARE IN PLACE. r 6. WOW. SITE TRAFFIC CONTROL WILL OF SUSJFr? TO PERIODIC INSPECTION BY THE ENGINEER; THE CONTRACTOR REOUIREC TO TARE TIMELY AND APPROPRIATE, ACTION TO CORRECT COKITIOK: INAT ARE UWSAFE OF CASING UNDUE DELAY TO TRAFFIC MOVEMCNT, r7, IF THE CONTRACTOR FAILS TO TAKE SUCH TIMELY AK APPROPRIATE CORRECTIVE A^TIDN, THE ENGINEER CAN ORDER A STOP TO FUIT!-R WOW UNTIL THE CONDITIONS ARE CORRECTED, OR ORDER CORRECTIVE ACTIONS TO BE PERFORMED 0 CTHERS WITH ALL COSTS *.WURHH% THEREOF DEDUCTED FROM PAYMENTS DUE OR COMING OVE THE CONTRACTOR, rTHE CONSPACTOF SMALL BE RESPONSIBLE FOR PROVIDING ADEQUATE FLAGMEN. BARPICAQES, LIGHTS AMC SIGNS FOP THE PRCIS.TION LF THE WORE AK THE PUBLIC Al ALL TIMES, AMC THE CONTRACTOR AMC MIS SURETY SMALL BE LIABLE FOR r INJURIES AK DAMAGES TO PERSONS AND PROPERTY SUFFEpEL BY REASON OF THE CONTRACTOR'S OPEFATIONE OR ANY NEGLIGENCE IN CONNECTION THEREIN. ] 23i6� DUST CONTROL IA00'TIONAL SE rTHE CONTRACTOR yMALL PROVIDE A MININLP 1.500 GALLON CAPACITY WATER TAL)CK WITH A PRESSURE SPRAY SYSTEM DESIGNm FGR STREET CLEANIYO. THE rAEETS SMALL BE CLEANED OF DUST J 1 DEBRIS AT THE ENE OF EACH WORKING DAY. IN r ADDITION, THE CONTRACTOR SMALL PROVIDE SPRINKLING, AS NEC. RY, TO A.LEVIATE OUST NUISANCE OF AS CIFECTE BY THE ENGINEER, 1-G'.24 PIGHTS OF WAY LWTITIONAL SECTIONI rTHE CITY SHALL OBTAIN ALL EASEMENTS AND ACCESL PERMISSION NE'ESSARY TO THE CONSTRUCTION OF ALL INFRCVEMENTS LOCATED ON PRIVATE PROPERTY AMC FAY ALL COSTS OF THE SAME, COFIES OF ALL EASEMENTS AMC ACCESS FEFMISSSON WILL BE PROVIDEC TO THE CONTRACTOR, THE CONTRACTOR SMALL PEPFOW ALL WORK ON PRIVATE PROPERTY IN STRICT COMPLIANCE rWITH THE TEAMC AK CONCITIONS OF THE EASEMENTS AMC RIGHT-OF-ACCESS DOCUMENTS, r r rSUPPEDCNTAL SPECIFICATIONS REVI06HO/B51 PAGE 13 ' SECTION 1-0 PIOELTITION AM PMO ESB "E.3 PROGRESS SCHEDULE (REPLACEMENT SECT:ONI IMMEDIATELY AFTER EXECUf ION AND DELIVERY OF THE CONTRACT, AND BEFORE THE FIRST PARTIAL PAYMENT IS MADE. THE ' CONTRACTDP SHALL DELIVER TO THE ENGINEEP AN ESTIMATED CONSTRUCTION PROGRESS SCHEDULE IN FOAM SATIEFAC'TORY TC THE EW:NR'R. SHOWING TOE PROPOSED DATES OF COMMENCEMENT AMC COMPLETION OF EACH OF THE VARIOUS PAY ITEMS OF WOW EULIRED UNDER THE CONTRACT DOCUMENTS Aft THE ANTICIPATED AMOUNT OF EACH MONTHLY PAYMENT THAT RILL BECOME DUE TO THE CONTRACTOR IN ACCORDANCE WITH THE PROGRESS SCHEDULE. THE CONTRACTCP SMALL ALSO FWAISM PEA'M.0 ITEMIZED ESTIMATES OF WOW DONE FOP THE PURPOSE OF MAKING PARTIAL PAYMENTS THEREON. THE COSTS EMPLOYED IN MAKING IF ANY OF THESE SCHEDULES WILL E USED ONLY FDA DETERMINING THE BASIS OF PARTIAL PAYMENTS AMC WILL NCI E COMME:OEAEC AS FLXINC A BASS FDA ADDITIDNE TO OR DEDUCTIONS FROM THE CONTRACT. SHOULD IT BECOME EVIDENT AT ANY TIME DURING CONSTRUCTION THAT OPERATIONS MILL OR MAY FALL BEHIND THE SCHEDULE OF THIS FIRST PROGRAM, THE CONTRACTOR SHALL, UPON NEWEST, PROMPTLY SUBMIT REVISED SCMEDULEE IN THE SAME FORM AS SPECIFIED HEREIN. SETTING OUT OPERATIONS, ME'THOES, ANC ECUIPMENT. ADDED LABOR FORCES ON WLWING SHIFTS, NIGHT WCW. ETC.. BY WHICH TIME LOSS BILL BE MADE IF. AND CONFER WITH THE ENGINEER UNTIL AN APPROVED MODIFICATION OF THE ORIGINAL SCHMLLE HAS BEEN SECURM. FUPTHER. IF AT AM TIME A POP.TON OF THE ACCEPTED SCHEDULE :5 FOUNC TC CONFLICT WITH THE CDNtRACT PROVISIONS, IT SMALL. UPON REQUEST BE REVIEW ON THE CJNTMCTOR AND THE NOW SMALL Bc PERFORMED 1N COW-10CE WITH THE CON Wr PROVISIONS. t PAYMENTS OF ANY FURTHER ESTIMATES TO THE CONTRACTOP AFTER SUCH REQUEST IS MACE AMC UNTIL AN APRACVEC MQIFIED SCHEDULE HAS KEN PROVIDED BY THE CONT,AZTOR MAY BE WITMEID. EXECUTION OF THE WOW. ACCORE:NG TC THE ACCEPTED SCHEDULE OF CCNSTRUCTION OR APPROVED MOCIF:CATIONS THEREOF, IS MEREBY MADE AN DEJGATION OF THE CONTRACT. 1-CE.30) PRE-CrvSTALCT:ON CONFERENCE [,EN SECT UNj PRIOR TO THE START OF CONSTRUCTION, THE CONTRACTOR. ENGINEER. ALL SUBCONTRACTOR, UTIL.TY DEPARTMENT, GINS: PUBLIC UTILITY COMPANIES. AM OTHEP INTERESIEC DEPARIMINTS SMALL ATIEW A PPE-CDNSTRKTION CONFERENCE. GTM TIME. PEACE. AND DATE TO K DETERMINED AFTER ANARC OF THE CONTRACT. SUBSEQUENTLY. A REPRESENTATIVE OF THE COTRAC'.UP WILL ATTEND A MEEKLY CONFERENCE TO REVIEW PROGRESS ANUS DISCUSS ANY PROBLER' THAT MAY E INCURRED. THE TIME. PLACE, Aft DATE TC BE ECTABLIS1EC AT THE PRE-CONSTRICTION CONFERENCE. T_GE.A PROSECUTION OF MOW LADDITIDML SECTION! ' THE CONTRACOO' SMALL NOTIFY THE CITY OF AENTpM. AT LEAST AB HOURS PRIOR TO COMMENCING EIGW. THE SAME NCTIFICATIDN6 SHALL BE PROVIDED TO ALL EMERGENCY SERVICES BY DIALING Oil FROM A PHONE WITH A ENTON EXCHANGE TELEPHONE KPIER AK THE SCHOOL DISTFICT OKEN VOWING W:THIM A ROADWAT RIGHT-OF-WAY. THE CONTPALTOP SMALL ALEC ' NOTIFY PROPERTY USHERS ADJACENT TC THE CDNRRUCT:ON AREA, INDICATING THE DURATION AM PPOCSED TIME OF ACCESS CLCS'JRE TO THEIR PROPERTY. ' T-CE.S TIME OF COMPLETION [ADD71WL SECTION] REPLACE PARAGRAPH I WITMH THE CONTRA". TIME SMALL START TC CAYS FROM THE DATE GE THE LETTER NOTIFYING THE CONTRALTO TO PRSCEM. THE SPECIAL PROVISIONS BILL STATE THE CONTRACT TIME IN WOWING DAYS. A WOWING DAY IS ANY DAY NOT CTHEPW:SE DEFINED HEREIN AG A HIS WOWING DAY. A NON VOWING DAY IS 09:NFI' AS A BATWCAY. Si LAY ON RECOGN:ZEE HOL:CAY OF A DAY ON WHICH THE CONTRADTOF IS SPECIFICALLY REGLIRED BY ON! 'T TC SUSPEND CONSTRUCTION ' SLPP„EMEN^.A. 'Tom REVLOS/10/95I PAGE 14 A,: CEi"V.•:0M5 OF AECOCNIZW NWCATS IN THE STAIDAMD YMECIFIGATIONA ARE DELETED AND KID. IKCOW.IIEC K:LIOAYS %%U-BE At FOLONS: NEW YEAP'S DAY. LIICO.N'S BIRTHDAY. WASHIHGTOII'S BIRTHDAY, MEMORIAL DAY, J,RY ♦. LABOR DAY. VETERANS ' DAY. TM WSGIVIMG AHD THE DAY FOLLDAIMG, AND CHRISTMAS SVE AMC CHRISTMAS DAY. THE DAY WDRE CMRISTNA.S SMALL E A HOLIDAY MEN CHRISTMAS DAY OCCURS ON A TUSMAY OF FRIOAY. THE DAY AFTER CHPIETRAS SMALL E A HOLIDAY MEN Cw:STM15 DAY OCCURS ON A 1ORDAY, W®NEMA1', OR THURSDAY. MEA CHRISTMAS DAY OCCURS ON A SATURDAY. THE INC PECEIMG WORKING DAYS SHALL E DKERVEO AS KL,UAIS. ' MEN CMRIFTRAS DAY OCCURS OR A SUNDAY. THE INC HCHWIMG DAYS FOLLOV:HG SMALL BE OBSEPVC AS NDLID'AYS. THE CONTRACTOR I5 EXPECTED TC DILIGENTLY PROSECUTE THE W;K TC COMPLETION IN ALL PARTS AND MEOLINEMENTS. TIE ' PROJECT SMALL Or COMPLETE WITMIA THE TIME NOT$ IN THE CALL FDA BIDS. PACYICED. MOVEYEP, THAT THE CITY SMALL HAVE THE RISK. UPLN REQUEST OF THE PUSL:C WOWS DEPARTMENT, CITY OF EWDN, MA, TO EXTEND THE TIME OF COMPLETION OF SAID HDR. NO EXTENSION SMALL E VALIC UNLESS THE SAME E 1% WPITIMG AND ACCOMPAY:zE BY THE WFITTEN CONSENT TC SUCH EXTERS:Oh BY THE SURETY ON THE BONE OF THE CONTMLTOF. TIME LOST IN REPLACING IMPROPER MURK OR MFTEP:AL SMALL MCT FLRN/SH AM WOUNDS TC THE CONTRACTOR FOP CLAIMING AA EXTENSION OF TIME FOP THE COFLFTION OF THE VOW, AND SMALL MOT RELEASE THE CONTRACTOR FROM DARAGE DR 2AB:L:TIES FOP FAILIRE TV COMPLETE THE NCO W:',:N THE TIME ECU:RE'. 1-CE.E LIW:DATM DAMAGES IADCITIONAL ECTIMI THE LIPUIDATE DANAEEZ DC NO INCLUDE. AK ARE I AD[IT:UN TL, LUNGES FROM COSTS FOR INSPECTION, SLFm:SIGN, LEC.r.L EXPENSE, AND COUFT COSTS I CURREI BEVOK CONTRACT COP;ETION DATE. THE COST OF ADDITIONAL INSPECTION AID SUPERVISION SMALL E AN AMOUNT EQUAL TC ACTUAL SALANF COST PLUS 100 PEACENT FOR OVERHEAC. ' 1-DE.11 OVEPTIME SECTION] MEN THE CONTRACTOR KNOWS CONSTRUCTION NOR[ OVER THE ACCEPTS B HOURS PEP DAY UH AD HOURS PEP WEEK. DR ON ANY e CITY HOLIDAY, AIL THE VOW. REWIRES INSPECTION. THEN THE CORRiCTOP WALL EIMBUFSE THE CITY AT THE RATE OF WSC PEP MINOR. THE CITY i HD HALL MAYS THE SOLE ALTPITY 1% DETER+:NIMG THE RECESS:TV OF MVINS THE OVERTIME INSPECTION. AMC SMALL NOTIFY THE WNTRACTOP OF ITS INTENT TC EOLIRE SL:C INSPECTION. SAIL COSTS WILL E DEUCTV FROM MDKES DUE THE CONTRACTOR ON EACH MONTHLY ESTIMATE. 1-G6.11 CONTWQ�TS,R•S PUhT AID iiu:FMENT [PEPLACEMEHT SECTIONi THE CONTW-TOA ALONE SMALL AT ALL TIMES E RESPONSIBLE FOP THE ADEQUACY. EFFICIENCY. ANC SUFFICIENCY O HIE AK HIS SUMONTRA.CTOR'S PLANT ANE EOU:IPMENI. THE OWNER SMALL HAVE THE FIGHT TO MARE IASE OF THE CONTRACTOF'S PLANT Alt ECUIPMENT IN THE PEMFOF.MNCE OF ANY IOW ON THE SITE OF THE WORD. ' THE USE BY THE OWNEF OF SUCH PLANT, AMC EOU:FMENT SMALL E CONbiDEFU AS EXTRA IOW AMC PAID FOP ACCOHC:NGLY. NE:TMER THE OMEN MOP THE ENGINEEF ASSUME .M' RESPONSIBILITY. AT AM TIME, FOR THE SECUP:TY OF THE SITE FROM TIE t TIME OONTRACTOP'S OPERATIONS MAYS COMEKE UM:L FINAL ACCEPTANCE OF THE %00 W BY THE ENG:HEEA AMC THE DNNEF. THE CONTRACTOR SMALL EMPLCY SUCH MEASURES AS ADOITIDMAL FEFCIHG. BARPICADES, AK WF.CHMEF SERVICE. AS HE CEEAS NECESSARY FOR THE PUBLIC SAFETY AK FOR THE PRCTECTIO, OF THE SITE AK HIS PLANT ANC EOI.IPMENT. THE ONNEP MILL E PPCVIDE KEYS FOP ALL FENCE. SECURE AREAS. SUPPLEMENTAL SPECIFICATION REVID&IL PAGE 15 "GJ2 ATTENTION TC DON[ PME► SECTION' ' TIC CONTRACTOR SHALL SIVF M:E PERSONAL ATTENTION TC AK SMALL StPERI:St THE TUTS TC THE ENE THAT IT SHALL E PPCSE:'L EC FA.^.EULLY. AK LIEN E IS NCT PERSONALLY PESEN- Dk -HE CW S:IE, ME S'N1LL AT ALL REASOMBLI T:PES E REPRESENTED RY A CORVETENT RPERINTEMENT MO GMi- NAVE FULL AUfNDR:n TD EXLCUTE TE SAME, AND TC SUPPLY PATE':ALS. TOCLS, AK LASOF f.TMDLT DELAY, AK BMC SHALL E THE LEGAL REPRESENTATIVE OF THE CONTRACTOP. I" CONTFACTCR SHALL E LIABLE FOP THE FA:Tlf UL CSCEPVANCE OF AM IMSfkS•:C1E ML:VEFEC TC NIP CP TC IOS AL'TNCF:IS REPRESENTATIVE. ' SECTION 1-OS NEASUPEKENT AK PAYMENT I-CS,T MEASL'RENEN' 6 OLANYITIES fADC:TIOML SE:'ICN' THE CONTRACTOP M.LL E RESPONSIBLE TC ASSURE THAT ALL DELIVERY TICKETS THAT ARE PECU:RS FOP 'IRE PLPPDSE OF t CALCULATING QUANTITIES FOH PAYENT OF FOP VEF:FY:MG TYPE OF PATLmIAL ARE ECE:VE.' VY THE ENC:NPEF AT THE TINE OF DELIVERY IN DOEP FOP PAYMENT TO E WE. ' A IT i� PAYMENT BILL PVT E MADE FOR DELIVERY TICKETS Mil:' CC KT SHOW TYPE 6 HATER:AL, GEMS NE:GM, TARE NEI.M. TRICK NWER. DATE. VIEIGIBNSTERS CERTIPICATION.AK INSPE.Z7WS INITIALS. SCALE CEPTIFIWICN SHALL E SIANITTSC AS EARLY IN THE PROJECT AS POSSIBLE. EACH C:GM STATION SHALL MAINTAIN A RE^_CRC OF TE TO= NURBEP, TIME, DATE, AK BE:GM OF ALL TB.'•S. PPCV:C:NG PATERIAL TC THE PROJECT. THE ME:SM LIST SHALL E PA:NTAINED IN DUPLICATE BITN ONE SIGW COPY TPAN9 MED DAILY TO THE CITY BY TIE SCALE FTTEKAN^. IN :SCLATEC CASES SERE SALE VEIGM IS NCI AVA:VOLE. TIE INSPE-10F SMALL MEASURE THE TRUCK VOLUME AK CEPT.FY AS TC ITS FULL LOAD DELIVERY. BY CTMEP PRANG PETHM FOR MEASUPEPE0 AK PAYMENT FOR PATEP:At WOUGM TL TIC SITE BY AW OTHER NEANE S:LL E ' DETERMINED BY CONTRACTOWOWEP AGREEMENT BEFORE AWES IF THE CON7WT. I-O5.3 SCOPE OF PATENT [AOr-lTLqAL- Sjr 1Qy' ' ALL COSIE AK EXPENSES FOP ITEMS OF WORK. F=:W M, LP PATEF:ALS, INCLIU:NL INSTALLATIOl- NL. B:C ITEM :N THESE SPEC:FICAT.ONS SHALL E INCIDENTAL TO TE PK.IECT, K SEPARATE PA-MEAT OF AM KIK BILL I- ' WiE FUF THESE IK:CENTAL ITEUE., PAPT:AL PAYPENTS O. ESTIMATES MAN E V/:THELD UNTIL A NOW PROGRESS SCHEDULE, AS DESCR:BED IN SECTION B, PAS BEEN RECEIVED AK APPROVED, IN T.¢ EVENT THAT ANY PATEPIAL OF WDWIMLLSM:P DES NCT MEET TE REQL'IREPENTS OF SPILIFIOATIING, 7E CITY MY MVE TE OPTION TC ACCEPT SUCH MATERIAL ON CWMANSMIF IF THE DIRECTM OF PUSOC M:WS DEEMS SUCH ACCEPTANCE TC E 1N THE EST INTERE4: OF THE CITY. PRDV:DEC THE CITY PAY MW.:ATE PAYNENT O A LOMEF UNIT PRICE FOP SAW PATEA:AL OF CWMNSHIP. ' "I CLEARIK7, BRUBBING. AK ROADSIDE CLEANUP t2-C< 2 CC:SP:V- OF USABLE EAIAL t DLBF:c !F.APT`AL REPV'EENT BERION. DELETE: _ ^ONTAACTOR SHALL DISPOSE OF ALL DE6:E BY ONE OF TOE OF THE THEE C.SPOSAL MEIMCS DESCF/SEC ELOO ADO: 'THL WNTPACTOP SHALL COMPLY R:TH ALL LANE AK RULES GCVEM:NG L:SnSAL OF REEF:S AK CCNE'TP:ST:C'N ' MTEFIALS :N APPPOVEC LANCi:LS.' S,PP,EPENTAL SPEC:F;LF'IDFE PE%;OG,IVB`'. PAGE TE 1 2-N..2`,11 CI&POGL NETS MC. 1 - OPEN 6Mw;10 - OEIEIE ' 2-C1 2'21 CIPMAL METHOD MC 2 COMTPD LS 6;RA:kG - DELETE 2-0'2;41 C:S'CSAL NETHQ NC, d. C:SPOSAL AT A LAMCFILL (ADD:TIONAL ECTION] ALL DESRIS. WASTE, D(CESS CGM6TRUDT:Dk WATERIALS AMC OTHER MISCELLANEOUS MATERIAL NOT SALVAGE BY THE OWNER 00 CDPTfA_TOP OR CISFDSE 6 P AH OTHER APPROVE METHT ARE TC BE DISPOSE CA AT A LANDFILL APPRCVE ANC LXENS- ' BY THE APPRF413TE ODVER%lhG BODY, 2-C'.7:4; RCgCS:CE ClEAk;IP - DELETE 1 V-Cd s PAY-- 'oaF�.e: PmLACEMENT SERIDN' DELETE ITEM : 1l-02 REMOVAL OF STRLCTLFIES AND oarmarT10Rp ' 2iL.7.: PEMCVAL 6 PAVEMENT, S:DEWALRE A, CUPA ISUYPLEMEWAL SECTION' ADD; 5. WNES AN AREA WERE PAVEMENT HAS SEEN P'-^VEC IS TC BE DPENE TC TRAFFIC BEFORE PLVEMEh- PATCHING HAS BEEN FINISHED. TEMPORARY MC CCLL PE-MIRE ASPHALT CCNCRETE PATCH SMALL BE PEW:RE. TEMPORARH COLS MLM PATCHING SMALL E PLACE TC A MAA.mUk DEPTH OF 1 :NCH 10 WEC,ATELV AFTER 6CKFILLIMS AMC LOPACTION APE CONP;F.E AMC BETC% THE KAI :S OPENED TC TRAFFIC. E-0,.S PAYMENT IREPSACEMFI SE."IDN] ALL COST PELATE TC THE REMCVAL DF STRICTURES AK OBSTPtAC IDNS SMALL E L'OKIDEREC INCIDENTAL TO AN IICLLCE IN THE UNIT CONTRACT K:CE OF OTHER BIC ITEMS MUSE DES:GkATE AE A SPECIFIC BIC ITEM. B-03 NOADKAI' VQOAVATIOI AM BHBAKNENT ' 2{;;,1 DES.c: Ohy,_AL pEPLACEMEk: SE.CCIDk_ REPLACE PARAGRAPH C N:lh: THE -DIP INCLUDES THESE ITEMS UNLESS THEY ARE CES'WTE AS PAY ITEMS IA THE CDNTRACT: 1. MAUL 2. SLOPE ROUHC:kG 3. EXCANATIDM UP STRUCTURES, D:TCHES AMC CMANkH . 1. REMOVAL OF UNSUITABLE MATERIALS. -. REMCVAL OF PAVEMENT . SIOEIALAS, ORIVE4YS. CURE AMC 6 TER, EXTRUDE CURBS, AMC OTHER SIMILAR ' SURFACE. IMPPOV£MENTS YCS.7121 ROCA CUTE IPAPTIAL REP cl MAT SECTION: ' KPLALE PARAGRAPH 1 COMTRLLt Ft' BUSTING W:lkt COMTPOLLE BUS' - BEFORE NIASTING KILL E APPPOVkt THE CONTRACTOi MUST DEPCNCTRATE IC THE E%G:NFFP AAC .-.L POLICE AMC FIRE DEFAFWEN15 Tiff NEE FOR Th:S METHOD OF EXCAVATION. IF APFACYE t BEFCHE AM "ETIMC ]EG:NS. THE ENGINEER WILL REQUIRE THE CONTRACTOR TO PROVIDE INFORMATION ON MOk DRILLING. LDAGIk: AND SHDOTI%G WILL E ACCOMPLISHED, ALSO. THE COYRATOA WILL PROVIDE A DETAILED EXPLANATION CA WH .RECALTION WILL E FOLLDWU IF BLASTING IN AN URBAN OF RESIDENTIAL AREA. t SUPPLEMENTAL SPECIF/CATIONS REV10G.111 B51 'AGE TT 2-CC 3W 141E LPLSL!TABLE FOUILAT 10 EXCAVATION IF �'•EwT SE':TION ' WHEN SMDON ON THE PLANE OF WHEN SPECIFIED IN THE SPECIAL PPCI:SIONS, UWSTABLE NATURAL GROUM SMALL BE EXCAVATED PR:OA TC THE PLACEMEKf OF ENIAIRNENT OVEF THE AREA, THE UkSTA)ELE MATERIAL MAY CONSIST OF PEAT. MICA, SWAMFY OR UMSU:TABLE MATERIALS, INCLUDING BURIED LUGS AND STAMPS, THE MATERIAL SHALL BF EXCAVATED BY THE CDATRACTOr, AS ' DIRECTED BY THE ENGikEEF TC GIVE THE COMSTRUC'F: EMSANKMENi FULL BEARING 01 WaL GRP-4 . MATERIALS EXCAVATEL FROM THE ROALWAY OR CHANNEL CHANGE PRISMS, WILL MET BE CLASSIFIED AS UKEL:7ABLE FOJNDATION EXCAVATION UNLESS TIE RENCVAL MUr. BE ACCOMPLISHED BY DRAGL:HE OPERATICk OF By SPECIAL EOCAVAT:Ch MFTNTS ' AEOLIFING DIFFERENT EL[PKEKT FROM THAT USED FOP ROADMAY IXCAVATION. IN WHICH CASE MEASUREMEN AND PAYMENT AS •UNSUITABLE FOUNDAT:ON DX VATIOW ON A PEP CUBIC YAR BASIS RILL APPLY, 2-C2.3(t AIF C:®LACENEN' OF UNSUITABLE POUDATION MATU:AUS - OELiTE 2-03. PAYMENT 1PAPTIAL REPLACEMENT SECTIONI ' ACC TC BEG:NING OF PARAGRAPH 11 'ALL MATERIAL 1'M:TS COVEAn IN THIS :ECTIDN, SW.:. INCLICE THE MAUL TL AIL FROM THE JOE SITE AS PAM OF THEIR UNIT PR:CE. REPLAGL PARAGRAPH 1 ITEM 1 WITH: 'WHEN THE ENC:NEER ORDER EXCAVATION 2 FEET 09 U-S BELCH SUBGRADE, UNIT CONTRACT PRICES FOP kw"Y G EX AVATION AID HALL SMALL APPLY. IF HE ORDERS EXCAVATION MORE THAN 2 FEET BELOW SUBGRADE, THAT PART BELOW THE 2-FOCT CEDTN SNA-IL BE PAID FOR AS PROVIDED FOP IN SECTION 2-03.5,31 UNSL:TABLE FOUNDATION EXCAVATION,' ' REPLACE TEXT IE ITEM 3 W:TN; 'BLSLITABLE FDUILAT:Oh DCAVAT:OM. PEP CUBIC YARD, WNEN THIS B:C ITEM APPEAR IN 71E SCHEDULE OF PRICES, TMC CONTRACT PRICE PER CUBIC YAR SHALL BE FULL COPENSAT:Ch FOP EXCAVATING, LOADING, PLACING OR CTK% SE OISPOS:kC OF THE MATERIAL INCLUDING HAUL. ' WHEN NC B:C ITEM FOP •UNSV:-.APLE FOUNDATION EXCAVAT.DM• APPEARS IN THE SCHEDULE OF PRICES. BLT AN ITEM POP FOUDATION MATERIAL CUSS A OF CUSS 6 APPEARS IN THE SCHEDULE OF PRICES, THE PAYMENT SHALL BE AS SET FOPTH IN SECTION 2-05.5.7. ' WHEN NEITHER OF THE ABOVE ITEMS IS PROVIDED IN THE CONTRACT SUCH WOO. AS MAY BE ODEFE BY TI,E. ENGINEER SWILL BE ACCOPLISHED AS EXTRA WOW AND PAYMENT WILL BE MADE AS PPO\:DEL IN SECTION 1-C4.4, REPLACE TEXT O :TEN T W:TAPS 'ALL COST FOP ENSAWKENT COMPACTION SMALL BE INCIDENTAL TC OTHER PAY ITEMS INVCLVED.• B-0A MAUL 2-04. PAYMENT (PEPLA:EMEhT SECTION' ' ALL COSTS F: TIE HAULING OF MATERIAL TV, FROM CP ON THE JCR SITE SMALL BE CDNSIDERED INCIDENTAL 7C AMC INC IDEZ SA THE UNIT COhTPA'T PRICE CF OTHER UNITE OF WON. B-OS SLOPE TREATMENT ' 2-0__PAVMEN' WPET'LADEMENT SEC-IN' ALL COSTS FOP SLOPE TREATMENT SMALL BE CONSIDERED INCIDENTAL TO AM INCLUDED IN THE UNIT CONTRACT PR:CI O CTMEF ' UNITS OF UDR. cuo_c MEA'e, SE-:SC- hE FE,,OE ,L.E, PAGE 16 r OB f"BCTUIE EXCAVATION 2-02.A DEWAIPT]ON IGMPPLEMENTAL SER lONI THIS WORK ALM INCLUDES THE E1<CVVATICO, MAUL AND DISPOSAL OF ALL UINSUITAULE .1ATER.2ALE BUCM AS OUT, MOM. MMMPN OR U ':ITASLE MATERIALS, INCLLDIMS BURIED LOOS All STUPI, ' 2-09,3IT]C PEMDVAL R UNSTABLE BASF MATERIAL 1PAMIAL .'.:EMENT 6ERION1 ' REPLACE PARAGRAPH 2 V/Th: GRAVEL BACWFILL FOR FOUDATION MATERIAL SMALL EN CRUSHEL OR PARTIAL CRUDM®'GRANULAR MATERIAL MEETING THE EEO'JIRBMEhTS OF SECTION 9-30.78 FOP GRADATION hK "LITY, 2-OS.9H)C CISPORL OF ENUVATED MATERIAL (PARTIAL FEIJA^ENEMY 6ERION; REPLACE THE SECOND AID THING PARAGW1PMS WITH: ' THE UNIT CONTRACT PRICE FOR STRUCTURE EXCAVATION CLASS A ON Cl - S SMALL INCLUCE ALL COSTS FOP LOADING AID MAULING THE MATERIALS, 2-09 A MEASUPF"Ehl IPAPTIAL REPL MINIMUM TRENCH WMTF FOP PAYMENT SMALL E 1 FOOT, t •OR:ZONTAL LIMIT FOR PIPELINES LARGER THAN 62 INCHES, PIPE ARCHES MOPE THAN 50 1WCMES IN SPIN, STRUCTURAL PLATEP:PE, AID UNDERPASS SMALL BE 1.5 FEET ' LOWER LINITE FOR PIPE THE BOTTOM OUTSIDE OF THE PIPE . OR THE BOTTOM OF PEOUIU S BEDLINZ MATERIAL WILL SERVE AS THE LOWER LIMIT FOP MEASURING EXCAVATION, THE ENGINEER MAY SET ALOTNEP LIMIT (MEN EXCAVATION AST E NA.TE BELOW GRADE. DELETE THE LAST IWD PARAGRAPHS. P-06 E PAYMENT (REPLACEMENT 6ECTIDN' WHEN THE PRDPCSAL INCLUDES ANY OF THE FOLLOWING SIC ITEMS, THE OWNER WILL PAN AS FOLLOWS: 1. *STRUCTURE FXCAVATIDN CLASS A.' PEP CUBIC YARD, P. 'STRUCTLWE :TLCVATION CLASS B.' PEP CUBIC YANG. THE UNIT CONTRACT PRICE PER CUBIC YAW FOR THE BID ITEMS LISTED ABOVE SMALL BE FULL PAY FOP ALL LABOR. MATERIALS, TOOLS, EQUIPMENT. AID PUFING IWCLUDINS MAUL, IF THE ENGINEER ORDERS THE CONTFACTOF TC Y EXCAVATE SELDW THE EIVATICM_ SHOWN ON THE PLANS, THE UNIT WNTRACT PRICE PER CUBIC YAW FOP ■ 'STRLCTURE OLCAVATION CLASS A NOR BI SMALL APPLY. BUT IF THE CONTRACTOR EXCAVATOS DEEPER TMAN Tie PLANE OF THE ENGINEEP PEOWNES, THE OWW:S WILL NOT PAY FDA MATERIAL PEMOYED FROM BELOW THE REU:IREI ELEVATIONS. IN THIS CASE, THE CDMMCTDP. AT MIS EXPENSE, SMALL REPLACE SUCK MATERIAL WITH CONCRETE OF OTHER MATENI,.L THE ENGINEER APPROVES. ' WREN "STRUCTURE EXCAVATION CLASS B' .S MALT INCLLDEC IN THE BID ITEMS THEN ALL EXCAVATSCN. AK ALL MAUL AND DISPOSAL OF EXCESS OR UNSUITABLE MATERIALS, TOW ER WITH ALL LABOR, TOOLS AND EDL/PHENT REOL:PEC TC EXCAVATE TC LINE Alt GRACE FOP ANY PIPE. CULVEM OP CONDUIT SHALL E CONSIDERED INCIDENTAL TO THE PRICE PA:J FOP THAT PIPE. CULVERT OR CONDUIT ANC MD ADDITICNAL PAYMENT SMALL E MADE. E. 'SHORING AND CPI6BING OF EXTRA EXCAVATION CLASS A.,....' LUMP SUM, THE LUMP SUM CONTRACT PRICE SMALL E FULL PAN FOP ALL LABOR, MATERIALS. TOOLS, AMC ECLIWEN' hEEC3 TL f■ BUILD. DEMATEP, PLACE RIPRAF TD PREVENT SCOU AND REMOVE TE SHORING. CRIBS. COFFEWAHS OF CAISSONS. 7 SUPPLEMENTAL SPECIFICATIONS EVI06/ja/S51 e Sanitary Sewer Project S-381 Duvall Ave, N. E. Sanitary Sewer Ext . Bid Proposal & 2 of 2 Spec-, ' 2ros.$ coN-1M(JE� IF THE ENC:NEER REOUIPES SNORING. CRIES, COFFERDAMS, OR CAISSONS WHEN THE CONTRACT PROVIDES MC SIC ITEM FOR SUCH MDR, THE OWNER WILL PAY AS PROVIDED IN SECTION 1-04.4. IF THE ENGINEER REQLIIES THE COCTRACTOP TC BUILD SNORING OR CRIBS OR EXTRA D%CAVATIDN CLASS A DRAT EXTENDS BELON THE ELEVATION SHOWN ON THE PLANS, THE CWNEP WILL PAY DB UW SUM PRICE ANC NO MORE WHEN THE EXTRA EXCAVATION DEPTH ' DOES NOT EXCEED THREE FEET. FOP DEPTNS BWATEN THAN THREE FEET SFLON DE ELEVATION &OWN ON THE PUNS PAYMENT WILL BE AS PROVIDED IN SECTION 1-04.4. E. 'GRAVEL BACKFiLLIUMEJ." PEF TON. ' THE UNIT CONTRACT PRICE PEF TON FOP THE BIND ANC CUSS OF GRAVEL BkCAFILL USED SMALL BE FULL PAY FOP ALL LABOR, MATEF:AL, TOOLS. AMC FOUIPMENT USED. . "FOUDATION NATtR:AL CLASS A OR CLASS P'. PEF TON, IF [XCALATION BELOW THE ELEVATION SHOWN ON THE PLANS TC REMOVE UNSTABLE, OR UMLSASLE. CP LMU:TABLE MATERIAL IS P Q61RE BY THE EK:NEEF THEN 41 LABOR, MATERIAL, AM k"IPMEAT REQUIRED TO EXCAVATE. ILO, HAUL. AND DISPOSE OF SLCN MATERIAL. AMC TC REPLACE THE MATERIAL W:TN FOUNDATION MATERIAL CLASS A ' OR CUSS E SMALL BE PAID IN THE BID ITEM "FOUNCATIOR MATERIAL CUSS A OF CLASS B"(SEC730N 9-03.1211I), PER TON AND NO ADn•TIONAL PAYMENT SMALL BE MADE. R-11 TRIMMING AND CLUMP P-11.3 CONSTRUCTION REQUIREMENT$ [ADC:T:CMAL SECT:'S1 ' WC TC PARAGPAPM 1: REMOVE TREES. BRAGS. DON: TIMBER, UPTLRNEL STUMPS, URGE POCXS AMC SCULDERS, ARE DIME; ' U S.GHTLY MATTER OUTSIDE THE AREA STAKED POF CLEAF:NG OF GRUBEING. B. THIN TREES DR BRUSH 45 REQUIRE T THE ENGINEER, S. FILL HOLES AND BMDCTH AND CONTOUR THE GAOLMC. 10. SNARE THE ENDS OF CUTS AMC FILLS TC F:T AC.ACEN1 TERRAIN AK TO ENHANCE THE APEA'S APPEARANCE. IT. OBLITERATE ABANDONED ROADS AMC RESHAPE THE AREAS TO SLEM NATURALLY WITH SURWUHCIN6. 504 ABHALT CONCRETE PAVEMENT 5-C4 5 PAYMENT (PARTIAL REPLACEMENT SECTION] ALL COST FOP THE ITEM 12 CRACB SEALING. 13 TEMPORARY STF:P:NG. S 14 RWVING TEMPORARY STRIPING SMALL BE CONSIDERS INCIDENTAL TO AMC INCLUDE+ IN THE UNIT CONTRACT PRICE OF OTHER UNITS OF NOW." ' E:-05 CEMENT CONCRETE ►AVUENT ' S-C'_.$ PR'MEW fPAPTIAI REPE612MENT SECTIOL1 REPLACE :TEN 7 WIN: ' 7. "CEMENT CONCRETE DRIVEWAY`'. 'ER SQUARE VAR SUPPLEMENTAL SPEC:PICATIDNE REVIO6.1115) FACE 2C 7-01 ORAIMS -01,a MEASLPEMEMT IEDD:T;cHA: . :CA. ' ADD TO PARAGULPM 2t 'WHEN THE MOTRKR 01:1 MIT 11CLtCE 'STRICTINIE DIUVATIOM CLASS D' AK 'S.FLCTURE E%UVATION 'LASS B INCLLC:MG tHAJL' ALE A PAY ITEM ALL COGS ASSOUA'E D:TN THESE ITEMS SHELL BE INCLLCE IN CTNEP CONTRACT PAY :TENS.' 1-01 CULVI"l 7-02,2 MATERIALS IACCIT:ONR. SE^:tn' ADD TC PASAGRAPH 1, PK PIPE B-0S,12 PVC PIPE% WHERE PLAIN OR REIllFMFT CONCRETE. STEEL, OR ALIP:MJ. ARE RESLRRE TC IN SECTION )-O2 I' SHAG, K UKERSTOOD THAT PEFEwNCE IS ALSC MACE -O RYE. 7=0202.3tilC PLACING PK PIPE IADDITIOHAL SECTIONI ' IN THE TREKM. PREPARE AS SPECIFIE :N BECTIDM 7-02,3I11 PK PIPE SHALL DE LAX MEG/MN:NG AT THE LDMEF SKI WITH THE BELL EK LPGAADE. PEA GRAVEL WILL BE USED AS THE ,CHIC IATEPIA: NNE W.EK FRDM 6• BELOB THE BCT7OW ' OF THE PIPE TC 6' ABCVE THE TOP OF THE PIPE. WHEN IT IS NECESSARY TO CONNECT IC A STRUCTURE WITH A "OE .K:NT A MADE% EASKEM CONCRETE COLLAR WILL IS USE AT THE POINT OF CONNECTION, ' 1-02,4 MM?SUREPEN TPAFT:A. RET.ACEMEnT SECTION, DELETE USI PAMGAA N )-02,S PAYMENT IPASTIAL REFLACEMEM SECTION' DELETE STEMS 1 THROUGH BC ANC REPLACE M:THI ' 1. _' Sto Ha Rre Mn P+Pa Par L.F. 2. ^_• M Corrupatae Stow Am P.Pa Par L.F. 3. _" M CorrcpataC ALM01PMa Aron PIP* Par L.P. a, RConc Het. CLa" C. Per C.T. S. '_' OTaaatar FlarU EHR Sact,tr Pa Ea, DELETE PARAGRAPHS 3 S 7 7-03 STIDCTUFAL PLATE PIPE. PIPE AKH ANC%, SAC Ln EwAE6 7-03.4 MEASLPEMEM IPAFTIAL REP'ACEMEN SECTION` tParapro;,h 6T REPLACE 'SECTION 2-06.4' WITH -SECTION E-03.E' 7-03,3 PAYMENT IPAVIAL PEPLACAHEN SECTION: ' DELETE ITEMS 11. 12 aee 13 AEPUCE UST PARAVWp B:TH: THE LN:T COHTPACT PRICE $OF GRAVEL SLOKr ILL FOP FOADATIOM6 CLASS A OR :LASS B SHALL E PAID IN ACCDTDANCE MITM SECTION B-09. tGLPPLEMENTAL SPEC:F:UT:ONS REV106.1C,BE: PAGE r 1-04 R101BH E1ER ' 7-01,7 MATERIALS ISWP.E4NTAL KC-1041 ACDI PVC SEW' PIPE B-0S,Ti 7-04,3,1;9 PIPE OF".:%C151PP6EEOMTaL SECTION; ' ADD; F/PF BEC:NC IN RC11FF PIPE SMALL CCFS:ST 6 PU WVE'„ :T SHALL SF PUCE TO ♦ JEFTH a 6' CYEP AK 6" VKEP THES W DTEP/OP MlL6 6 ThE PIPE, t7-M.3IEIA S'.VA- kI%E AK FWFCF I►ARi3Al PE•+UCEPE� SE'T:CN R9LACE PAPAZµPh It rTF: ' SWVP LINE AK OWE WILL RF PRCV':CE IT THE EKS:KEEP DP CONTRACTOR IN A µNNEF CCNSISTEN' ►:Th AMME' PRACTICES AK THESE VECIFICAT:OKS. ' 7C4,1:11 MDFF:LL:NC STOW WAR TRENCHES IazwKAIAL K.—ac ADC TO PARAGRAPH 3; PVC. PIPE SMALL E 360E 4[ MCKFIIL6 rTh PEA GRAVEL IN AMDR.AKE WITH 7-04.3111 S FA:OR TO MCRR:LLI%G THE RL7AINEEF OF THE TRENCH. 7-04 4 KFASIPEHENT JPaP"IAL REPLACE ENf SECTION; tREPLACE PARACµP" a WThR D'CAWIOH CF THE STOW S.IEF TFENCL WILL BE "LASUREL Al STRICTUM EACAVATIDN CUSS E OP STR.CTLRE ' E3ugTICh CLASS B INCLICINO µ,_ AS EpE::T:EE IN SECTION C.C9. 7CG 3 PAY"%' [PAP71AL REP A.EKEA SE""C ' DELETE ITEK 1 THRL.GH S Alt REPLACE rthl 1. __• Stcn aRPe. RIFF. Mr L.F. B. COORP.t. Cl►AA Of PFr C.Y, 1FHEN NC BIC :TER. `GRAVE; SAWILL FOP PIPE BEOOIIHC' IS IHCL30E 1N THE SCHEDULE CF PRICES, PIPE Ktr:HL AS SHOWN IN THE 67AI04C PLAKS SMALL M CONSIDER% INCIDENTAL TO THE PIPE AND NC AM:TIOML PAYKENl SHALL BE WE. ' RETRACE PARAGAAPH D ":Th1 TESTING OF VOW SEYEF PIPE IF FLOORED T THE EK:NEEP SHALL BE CONSIDERED INCIDENTAL TO ME 11CLUDIL 1N THE ' UNIT CONTNACT Mi CEE ;DR CTHEF ITEMS. t7-OS RAIROLLS, WAR 1FILFTS. 01W IMM. AM CATCH MSINS �-0E,3'tJ .JL� KC µMKLE6 ANC GffH MS'Nr Tt BRIv;F�.yw`y�i��T�y§F"�1�: }�UFiAVE STPE['GI "ANKLES, G1CH ME:NG AMC UKILAF STFKTVWS IN AREAS TO K RNACH RITH CR-SH% ROCA OF WAVEL SHALL SE COHSTP;CT% TC A PCINI APPRWIµ7ELY EIGHT INCHES EELOR THE SVRCµDE AK ' CMERE WITH A TEMPCAA T ROM COVER. D:ST:K MUNCHES BALL BE CUT OFF ANC CCVERED IN A SIP:LAA µMEP, THE COKTRAC7. -L CAREFULLY RIPEAENCE MACH MMCLE EC THAT THAT MT RE '1S:LV FOU1t MCA COWLETIM OF THE STREET ROn . RM.LRERTAi SPEC7iCATIDFM onim TC701 ►ARE BS tT-QS.Bf,I toNt1NLM3 ' AFTER ►UCIHE TE WAVE; OF CRWHC STORE RAFAC:NC. THE MAMKLES AK MANHOLE CASTINGS SHALL E CCNETRUCTSD TO THE F1k:1HE GRACE OF THE ROADMY SVPFCE. E%CAUT.O% NECESSARY FOR E:kG:NC RANKLIS TC WADE SMALL CENTER ABOUT Th. MANHOLE Alt BE MELD TC THE MINIMS► AREA NECESSARY. AT THE COMPLETION OF THE MANMOLI ACJLETMENT. THE VOID APCN.AC THE HANKLI SHALL E BAOFILLE WITH MATERIALS IMICH RESJLT IN THE SECTION EOU:PS ON THE TYPICAL MAC MY SECTION, ARE E THDMU6HLY CVPACTM. WERE F:TLP:MDLS ERFACE TEATMEk' 16 TO E PLACE. THE MANGLE CASTINGS SMALL E INSTALLED FROM 1:'2 IMCI• TO ONE INCH H:DEP THAN THE ROAD"' SLIFACE, AS THE FWNEIF NAY C:FEC'. IN CEMEW COKRETE PA ENT NAMCLIS. CATCH BAS:kS AMC EKLAR STRWIVNES $HALL E COHSTCLCTE AK ACJLTM :N TIE LAME MANEF AS OLTLINM ABOVE EMCEPT THAT THE FINAL ADJUSTMENT SHALL E MALE ARE CAST ' IRON FRAME E $ET AFTER FDMK HAVE BEEN PLACE Alt CHBO&R. IN PLACING THE CONCRETE PAVEMENT, INTHEHE CAE SHALL E 1AREk NCT TO ALTEP THE P=.TION OF TE CASTING IN ANY MY, IN ASPHALT COKRRE PAVEMENT MAMCLIE 64�.L POT E ACJUSTE UNTIL THE PAVEMENT 1S COMPLETC, AT RICH TIME THE CHTEP OF EACH MANACLE SHALL E CAREFULLY RELOCATED FROM REFERENCES PEW"Ll ES'ABLISMM BY TE COWMAC70R. TOG PAVEEW $HALL E CO IN A ESTAICTE AREA AMC BASE MATERIAL E Re-CVU TO PEMP:' REMOVAL RF THE CCVEF. THE NAMCLE SHELL TEN E BROVGHT TO PROPER BADE UTILIi:E TE LUTE METHODS OF ' COPXTM.C'IDN AS FOP THE RANKLE :TSEL7. THE CAST INN FRAME SHALL E PLACE OR THE CONCRETE SLOCYN AND NODE SE IC TE DESIRES BADE. THE ASPHALT CONCRETE PAVEMENT SMALL E CLR AND ENDVE TO A MAT CIRCLE. THE D:ARETEF OF I':CH SHALL E EGOAL TC THE OLTS:CE C:APETEF OF THE CAST IRON FRAME PLLS X, FEE', THE BASE MATERIALS AN tPUSHE ROOF SNALL E REMOVE AND CLASS BIB/AI CONCRETE SHALL E PLACED SC. THH' THE ENTIRE VOLPE R THE ERCAVATION IL REPLACE V TC B:TIk ET NOT ID EACEE 1 1,,2 INCHES OF ME FINISHED PAVEMENT WMACE. ON THE FOLLOW NG DAY THE CONCRETE , THE ESE OF TE ASPHALT CONCETE PAVEMENT, AND THE OUTER EDGE OF THE CASTING SHALL E PAIHTEC W:TH NOT ASPHALT CEMENT, ASPHALT ' CONCRETE SHALL TEN E PLACE ANC COHPACTE WITH HAW TAMPER£ AK A MATCHIE ROLLER. ASPHALT CONCRETE WILL BE PAID FOP AS • ASPHALT COKRRE PAVEMENT. C48E B I0rLLC:Y6 PAVING ASPHALT PEP TON . THE COMPLETE PATCH SHALL MATCH THE E%ISIING PAVE 6WACE FDA TOITLAV. DENSITY. AND UNIFORM:n OF GRAIL. TOE JOINT ETWEEN THE FTCH AND THE EXISTING PAVEMENT SHALL TEN E CAREFULLY PAINTCL WITH K' ASP 4' CEMENT OR ASPHALT EPVLS:nN Alt SHALL E IWMIATELY COVEPE WITH CRY FAVIK SAME BEFORE THE ASPHALT CREW 60LICIFUS. TIE INSIDE INPUT OF THE HANROLE SAID E THOROUGHLY MORTARM AND PLASEPEI. K JL'1`iMENT OF IN}fT$ THE FINAL ALIGNMENT AND GRACE OF CAST IRON FAANIE FOP EN Alt OLD INLETS 1C E ACJUSTM TO GRADE BILL E ESTABL:SHE FMP Tit FORMS OR ACJAC ,, PAVEMENT SURFACES. THE FINAL KJL5IMENT OF THE TOP OF THE .NLET WILL E PERFORM IN SIP:LAM RARER 1C THE ABOVE FDA MAN GLES. DH ' ASPHALT MNCPETE PAVING PMOJECTE US:kG CUPS APO SLRTER SECT:Ok. THAT PORTION OF THE CAST Zk A FiwE NOT EMEECM IN Tit SV"TEF SECTION SMALL E SOLIOLY FREEDOM IN CONE?ESL ASS, THE CONCRETE SHALL U711C A M:MIMLP OF S'Ji INCHES BEYOND TE EME OF THE CASIINC AK SHALL E L151 1 1/2 INCHES BOLOS THE ' TOP OF TE FRAME SC THAT THE EAHIWG COURSE OF ASPHALT CONCRETE PAVFEM B:LL BUTT THE CAS IRON FRAME. THE EX/STING CONCRETE PAVEMENT AMC EE OF THE CASTING SHALL E PAINTED WITH NCT ASPHALT CEEMY- ADJUSTMENTS 1% THE INLET ETMCTUM MALL E CONSTMCTM IN THE SAME MAKNEF AMC OF THE SAME MATERIAL AS THAT EOUIRE FOF EW INLETS. THE IE:CE OF THE INLITS $NAIL E MORTARED AW FLASTERM. 1 SLFC.f MENTAL SPECID:CAT:CW AEV,CG 1CJ!, PAGE 25 7-0E 3I11 CONT1Ml[i ' WDKIMENT5 4E CAST IRON EWE AN COVE F MDKMENTE AM MDNLMEAT CASTINGS 'HALL K ACJIETH' TC 6RACE IN THE SAME MAMMA AS FOP MANHOLES. "LYE @ CASTING§ ACJUSTIEN't IF WLVE @ CASTINGS SMALL ME MADE Ih THE SANE ANNEP AS FOP MhHOLES. 7-C:,4 MEAStREMEAT IPAPTIAL PWLACEMEAT SECTION'_ ' MISPLACE PARAGRAPH ' W'IHt MA AHOLES ARE CATCH WINE II:LL VE MEA."-T PER EACH FOP THE FIRST IC' AS MCA6uMEC FROM FIA;SNB R:O ELEVAT10%. ALL CEFTH GA ATEA THAN 1C' E:LL SE PAM AS EXTRA DEr TH MANHOLES _ , DP FvTRA DEPTH CATCH 6AS:%S. TYPE ,_•I PEP VERTICAL FOCT . AFFJCE PARAGRAPH At CTNl STRICTURE EMMATION CLASS F AK STRICTURE EXCAVATION CLASS E. INCLRIMG '.JL VILL K MEASURED AE SPS::FIEi IN SECTOR 2-0P. 7-0E' PATMEN' LPAP':AL KPIACEPENT E.'%CN' ' DEBT ITEMS 1 TNR7uW 10 AM REPLACE CTH: 1. •St.Hcam gnneuF_ . PFT FKn 2. •"I'F DKto MFOAP IPA . Dv V.F. 3. •Getty B."t TypA_-_ , Pal FKn A. •CAttt Mtn iRpF_,_•, vltrout CFtcn, p*r FKn 5. •EAtm OKU FiFece MFm_•, per V,r, ' 6. •ACjutt EIMMLF", MP FKn 7. 'Ad;VK Catch FFAtn•, As, awn S. VFLveF', "F FW ' S. •Ac;PPt MPnaFFnte. pn ocr OEL':TE PARAGMPh A 7-0 IEEE AID FITTINGS FOR RATER MAIMS ' 7-2S.2_.MATEF:ALF !PAWIAL RECLA.CEMEN+ 5ECIIOM! REPLACE PARAGRAPH 1 WIN, MTER:ALS SMALL MEET THE. RLD:i:REMENTS OF THE FOLLOMIMG SECTIONS: P,PF F3C.1 Ductile .ron P,pF S-3C.IA ' F,tt%.G 0-3D.2 DuttuF Ire, PtPF 9-3C.2A PtFFtu F,LF Ism 9-3C.9 ' TrKFr Tests 9-30.6 7"0 7101CN EXC, ISDDIFS, IUD WIFILL FOR MESA RAINS 7-1C.91 L';F PTRA EXCAVATION IPAFT:AL REPUCFNCh:�FCTICMI ' REPLACE PARAGRAPH A M:TIH WASUPEPENT OF 'MN Rllh GRAVEL FOR TRENCH MORRILL' RILL ME RV THE TON, S:MPLEVENTAL SPECIFICATIONS REVIOVIGSS) PAGE 94 7-1C.51DB1 REMDVAL AM _� t`;ON IPAI3AL pCFME SECT M30NI - Ok3ETE 1-11,51011 REMOVAL AM REPLACEMENT ff UNSUIIABL MATERTA 1PART IAL REPu;EMfNT SECTION' REPLACE PARAGRAPH 1 WITH, PAYIEM FOR •REMOVAL AIL REPLACEMENT OF UNSUITABLE MTERIAL' WILL BE CONSICE$a INCIDENTAL TC CTHEP BID ' [TES AK NO fUPTNEP L'OWENEATION BILL BE MACE, ■ )-tL.SlOA; MN PUN GRAVEL FOP TRENCH MCKFILL 1PAFTIAL PEFLAJFMLNT SECTION[ C REPLACE PAMGRMH 1 Ir TH; PAYMENT WILL E MADE AT THE UNIT CONTRACT PRICE PEP TON FOP -WAN RUN GRAVEL FOP TRENCH SALKFILL' WHICH PRICE SHALL BE FULL CONPEN6ATION FOR EXCAWTIK, FLFN16NIN6, HAULING, PLA"ING AM CDWACTING THE MTERIAL IN THE TRENCH, ALSO INCLUEN IN THE UNIT CONTRACT PRICE IS THE MSTING OF CKCES., AM UNUSABLE MTEP:AL EXLAVKTEC FROM THE 11ENCH. ' 7-IC 5 51 DUMAT:DH MTFRI A:..:TIDML SECTION] PATIENT BILL K MADE AT THE UNIT CONTRACI PRICE P5P TON 'OF "FOUNDATION MTERIAL" WHICH PRICE SHALL BE FULL COMPENMTION FOR F3CAVAI:MG AM OIVOS:NO OF THE UNSLIIASLE MTERIAL AM REPLACING WITH THE APPRDPF:ATE UC fOATIOM MTERIAL PEN SECT",N 9-3C.70iti 791 PIPE INSTALLATION FOR WATER MIME 7- 1.31061 LAYING DUCTILE IRON PIPE WITH NCLYETIMLNE ENCASEMENT SLpPLE-MENTAL SECTION] ' THE POLYETN/LENE ENCASCHENT SHALL ALSO E 1NSTALLEL ON ALL APPURTEMNCES, SUCH AS PIPE LATERAL., COUPLSNM. FITTINGS. AM VALVES, IN ACCORDANCE WITH eECTION A-E OF ANSI 21.E OR ANNA C105. ' 7-11,31O91A CDM'E:TIONS TC EXISTING MINE [PARTIAL pEPLJ,CEMEN7 SECTION[ ADO TL BEGINNING O PAPAGPMH 2t ' CITY FORCES WILL RAKE ALL CONNECTIONS 1C EXISTING MINE, THE CONTRACTOR WILL PROVIDE ALL PARTS AM E RESPONSIBLE FOP EXCAVATING AM WACKFILLING THE TRENCH• IF FOR WHATEVEF REASON TM ENGINEER DECIDES THAT CIT POKES WILL NOT MARE THE CONLECTION TO THE EXISTING MIN THE CONTFA-'TOR WILL RARE THE CDNiECTION UMEF THE SUPERVISION GE THE ENGINEER AM PROCEEC AS FOLLOWSN DELE71 PARAGRAPH 7 1-11,31111 M'CROSTA`IC PRESSURE TEST IAEPLACE E ' SEC-'ON1 ALL WATER RAINS AM APPURTENANCES SHALL WE TESTET LAME% A MAOSTATIC PRESSURE EQUAL TO 150 PSI IN EXCESS OF ' THAT OMER WON THEY PILL OPERATE. IN NC CASE SHALL THE TES PRESSURE E LESS THAN POD PSI. ALL PURPS, rAUES, PLLMS. SADDLES, CORPOPATION SOPS, MISCELLANEOUS NOSE AM FIRING, AM OTHER EQUIPMENT NECESSAPI FOP PERFORMING THE TEST SHALL WE FURNISHED AM OPERATEC BY THE CONTRACTOT.. THE PIPELINE TRENCH SHALL BE BACKPILLEC t SUFFICIENTLY TO PREVENT MOVEMENT OF THE PIPE OMEN PRESSURE. ALL THRUST BLOCKS SMLL E IN PUCE AM SUFFICIENTLY CURED TO REACH DESIGN STRENGTH BEFORE TESTING. WHERE PLWANENT BLOCKING IS NOT REMIREC. THE CONTRACTOR SHALL FURNISH AM INSTALL TEPOAA r BLDCUING AM REMOVE I1 AFTER TESTING, THE MINE SHALL E FILLED BOTH WISP AM ALLOWED TO STAM UNDER PRESSURE FOP A MIN:PUP OF 24 HOURS TO ALLOW THE (MAPS OF AIR AM/OR ALLOW THE LINING OF THE PIPE TO ASSOPP MTEF. THE CWNEF BILL FURNISH THE "TER NECESSAW, TL FILL THE PIPELINES FOP TESTING PURPOSES AT A TIME OF D0 WHEN SUFFICIENT MAK!ITIES OF WATER ARE AVt:LABLE ' FOP NORML SYSTEM OPERATION. ' SUPlJ%EMAL GREC iF:;}T:CNS REVIC6.'1Q1211 PAGE BS 7--11.31111 CDMIxig ' ALLDRA86f_q AAAGE PER ION Fl 6 PIPELINE- - SAN Ww.n*1 hPM D AMA r - 7:1RM1 TEES PRESSURE AS! 6 B 1O 12 16 20 PA A A AEC 0.➢5 1,27 1.80 1.81 2.55 3,16 S.W V T F Am 0.80 1.20 1.50 1.BC 2.40 5,00 0.60 E E E 350 0.64 1.1P 1.40 1.69 1.21 2.01 3,87 P S E S 276 0.76 1.00 1.P4 1.49 1.88 2.4S 9.88 R T I 250 0.71 O.SS 1.10 1.42 1.90 2.O` 5.86 ' GE C25 0.86 C.➢C 1.15 1.-..6 •.B^ .26 C.-C POD C.64 C." 1,DE 1.70 2.11 2.55 i *IF THE PIPE'.SNE UNCEF TEST CONTAINS SECTIONS O "PIOUS CIAMETERS. THE ALLOWABLE LEAKAGE WILL BE THE SIN OF THE COMPUTER LEAKAGE PON EACH SIZE, OF FON THOSE CIAMETERS OR PRESSURES NOT LISTM BY THE FDWJJLA STATE[ IN SECTION 74.2.11 OF THE STAWAR' SPFC:F:GTIGNS, ' GLCES USE IN THE TEST MAY BE RREOUIRE. TC H CERTIFIED FOR ACCUP%CY AT A LASORATCA P THE OIMER. ' A VISIB-: LEAKAGE CFTECTE SHALL BE CORRECTED BY THE CONTRACTOR TC THE SATISFACTION OF THE OWNER RE THE ALLO GAMCLLSS OF RA@LE IEAFA(i. &EC:F:ED ABC IE. SHOULD THE TEST SECTION FAIL TC MEET TOE PRESSURE TEST SUCCESSFULLY AS 6PE..FIED, THE CONTRACTOR SMALL, AT HIS OWN EXPENSE, LOCATE AND REPAIR THE DEFECTS AMC THEN RETEST THE PIPELINE, tALL TESTS SMALL BE AIDE WITH THE HYDRANT ALN:LIARY GATE VALVE; DASH AMP PRESSURE AGAINST THE HYDRANT VALVE, AFTER THE TEST INS BEEN COKPLEl ED, LAC" SAIL VALVE SMALL BE TESiEC BY CLOSING EACH IN TURN AMC RELIEVING THE PRESSURE WYOD. INIS TEST OF THE SITE VALVE WILL BE ACCEPTABLE IF THEME 16 NO IMMEr:ATE LOSS OF PRESEUME ON ' THE GAUGE WHEN THE PRESSURE COMES AGAINST THE VALVE BEING CHECKED. TK CONTRACTOR SHALL VERIFY THAT THE PRESSURE DIFFERENTIAL ACACSS THE VALVE DOES NOT EXCEEE THE RATEC BORING PRESSURE IF THE VALVE SECTIONS TO BE TEST@ SHALL NORMALLY BE LIM:TEC TC 1.60C FEiT. THE OWNER MAY REQUIRE THAT THE FIRST SECTION OF RIPE, HOT LESS THAN 1,00C FEET IN LENGTH, 1NSTALLEC BY EACH OF THE CDMTRAClOR•6 CREWS, 6E TESTED 1N ORDER TC QUALIFY THE CREW AND,'DR THE MATFR:AL. PIPE LAYING SMALL ROT WE CONTINMEE MORE THAI AN AD0I7IO1611. 1,000 FEET UNTIL THE FIRST SECTIDk SHALL HAVE BARN TESTEC SUCCESSFULLY, rPRIOR TC CALLING OLT THE DINER TO WITNESS THE PRESSURE TESL, THE CONTRACTOR SMALL HAVE ALL EQUIPMENT SET LF COMPLETELY READY FDA DPEMTION AW SMALL HAVE SUCCESSFULLY PERFORMH' THE TEST TO ASSURE THAT THE PIPE IS IN A ' SATISFACTORY CONC:TICN, 6EFCRE APPLYING THE SPECIFIED TEST PRESSURE, AIR SMALL 01 EXPELLET COPLETELY FROM THE PIPE. VALVES ANC ' MYC RANTS. IF PERMANENT AIP VENTS ARE MCI LOCATED AT ALL HIGH POINTS, THE CONTRACTOR SMALL INSTALL CCMPDMATION COCKS Al SUCH POINTS SC THAT THE AIR CAN RA EXPELLED AS THE LINE IF FILLED WITH RATER. AFTER ALL TOE AIR HAS BEE* EXPELLED, THE CORPORATION COCKS SMALL BE CLOSED AFC THE TEST PRESSURE APPLIED. AT THE CCKLUS:ON OF THE PRESSURE TEST. THE CORPORATION COCKS SHALL E MEMCVED ANC PLUGGED, THE TEST SMALL E AC JNLISNED 10 "PING THE ICON LIP THE REWIRE PRESSUREM STOP THE PUP FOR A *:*:M.N OF 15 M:NL"ES UP TC A MAXIMUP O SC MINUTES AS DIRECTS Br Tel OWNER. AND THEN FLOW THE RAIN IP TC TO, TEST PRESSURE AGA:A. DUFING THE TEST. THE SECTION BEING TESTS SMALL % DBSERVM TO DETECT ANY VISIBLE LEA,k; , A CLEAN CONTAINER SMALL BE USE FOR HOLDING RATER FOR PUNNING LF PRESSURE DO THE WAIN BEING TESTED. IN:S MNXEUF WATER SMALL BE STER:LI7H BY THE ADDITION OF CIILCRINE TC A CONCENTRATION O SC MCN L. t SUPPLEMENTAL SPECIFICATIDNS REV(06'1C;'05; PAGE 26 7-11,31111 CONT1NIB[ ' TE QUANTITY OF WATER AEOU:R® TC RESTTNM 1'E INITIAL 010MCSTIT11 PRESSURE SHALL E ACCURATELY OETJW:MC: P EITHER 11 PAWING f" AN UK% CONTAINER OF SUITABLE SIZE SUCH THAT ACCURATE VOLUME EASUREENTS GAN E WE P THE OWEA OR, 21 P TWINS TMMDUGH A POSITIVE DISPLACEMENT WATER METER V:TH A SWEEP UNIT HAND EOSTFATNG ONE GALLCN PER FVOLVTID,. THE METER SHALL E ARPACNi P THE OWER. ' ACCEPTABILITY OF TIE TEST WILL E DETERMINg BY TWO PALMAS, AS FOLLOWS: ' •. THE OLANTITY OF WATTR LDS FROM THE MAIN SMALL ACT EXCEED TE NUMBER OF EALLOE PEP NOUF AS Li STE IN THE FCLLOCNC TABLE. 2. Tit LOSS IN PRESSURE SELL NCT V.—:M 1 PSI RJR M:NLTE DU tZ THE TEE, PERIM. 7-11.3:121 DECHLDR:WATION ISUPPLEENTAL ECTIONI DECHUTRIHAT:ON OF ALL WATER USEI FCP DISINFECTION SHALL E ACCOIFL:Spa 1% AaOKAKE WITH THE C:rYS C.ANCAE DETAIL INCLUDED IN THIS DOCUMENT, ENTER CW&lh.%G CHLORINE RESIDUAL$ SMALL MCI E C:SPO6m 1MIC THE ROAM DRAINAGE SYSTEM OP ANY WATERWAY, 7-11,31131 CONCRETE TMRU57 BLDE,we AF IEPLACFEAT SEC'.:OM; PACV:CE CONCARE BLOCKING AT ALL f:TT1KS ANC HORIZONTAL OR VERTICAL ANGLE PCIVTS. COWFOFM TC TE GTAKARC ' DETAIL FOP EERAL BLOCKING MERLIN AK THE APWA STANDARD DPAIL.S FOR VERTICAL B.00AS. ALL FIRINGS TD E BLACKED SMALL E SNAPPED WITH A-MIL POLYETWLEE PLASTIC. COKAETE BLOCKING SHALL E "WIERLY FONIEE WITH PLYWCW DP CTMEF ACCEPTABLE FDWIN6 MATERIALS ARE SHALL ACT E MO ACO li .L1O JOINTS. THE FIRMS SMALL E ' STA:PM PRIOR TC BACKFILUK. SHAa LE RMS, W+EE REQUIRE, SMALL E INSTALLED %:TN TA Lit OF SMND,LE LUGS, ALL SHACKLL REDS SMALL E GALVANIZED OF COATS *:IN TWO COATS E ASPHA.LT VARNISH. ' 7-1P VALVES FOR WATER MAINE 7_12LMA�iIIS (StWPLENE AT•L 6EC•.j�M� VALVES SMALL E DESIGNED FCP A M:NIM.F WA1EP DPEfJ.TING PRESSURE OF 2K PS:. FATE "LAS SMALL E !DMA US 14, MUELLER COMFAW K. A-238C, PACIFIC STATES, L.S. MITROPOulAN, KENNEOY. DR M S N. tAPPROVAL OF VALVES CTHER 7HAh MCDE4 SPECIFIED SHALL E OSTAINET PRIOR TC OIL wEN:MG. ALL GATE VALVES LESS THAN 12- IN C:AMETEF SMALL INCLUDE AN B" N 24" CAS I" GATE VALVE BD ARE DTENS:MS. AS EQLIRE. ALL 1P" CIAMETER AK LARGER GATE VALVES SHALL E INSTALLED 1% A VAULT, SEE WATER SIAKAK DETAIL FOR 12" GATE VALVE ASSEMBLY VAULT AND t• BYPASS INSTALLATION. t7—NF NTBMNTS 77-14.31Oi1 EETTING WERANTE IA002TIDWAL SUTION1 iMIGRANTS SMALL E INSIALLEC IN ACCOMCAKE WITH ANTRA ®ECU:CATID/S 0600-77, SECTIONS 3.7 AK 3.0.1 AM THE WATER STANDAR DETAILS, HYDRANT AMC GLAND POSTS SMALL E PAINTED IN ACCORDANCE WITH TE WATER STATOAND DETAIL. IRON ' CONPLETICM OF TE AWJECT, ALL FIE HYDRANTS SMALL E PAINT® TO TE CITY E ENTON r9C7FICATIDAS AK O,AW POSTE PAINTED WHITE. FIRE WDRANTS SMALL E OF SUCH LENGTH AS TC E SUITABLE FDA INSTALLATION WITH COWMECT;UHS TC E". N WNA 10• PIPING 1% IREHCES S - 1/2 FEET DEEP UNLESS OTEIFVISE VECIFIE. THE WDMW SMALL E DESIGNED FOP A 4-1l2 FOOT RIRSAL PEE 12" AK LAMP PIPE 16 SWAN UNLESS CIEAWIE KTE ON THE N•LM. 6tFF'LEMCN'AL EE:.IF:;A•ICKS REVIDS.1Q.'SE; PACE 27 ' i-1A.S10II7 M10MM CONM�-,1014 IMC'11010; SECTION; fIWE MTORANT ASSENWLi SHALL INCULE C.I. TEE Iti' P FL,. f GATE VALOR IfL A 1LIi, 6' C,I. SPOOL I►E f It; S- P.V.C, fIRE MOMAT IN„ CCOWTIOhl, P L Is- CAST IRON VALVE WOE. NIC V4 INCH SKUXU WCC PITH ACCESSOAIES AWL TIC COKRETE 6LMiC PCMT PAINT SHAO.LE 114E AS SPELIFI6. IN SECTION 74.1.13. ' )-1 A.3I03' RESZTTIMC EX:6T1M6 MVOMNTE :PAPTIAt PE NT H^ION' REPLACE PAAAWAPN E W:TNt THE ME1NU' 4 MIWESSINC THE M ONT SALL K OETV,,'NEZ 11 THE CCFC:ilONS fo At IN TIE f:EU ANE 6HA,L WE RESMI'ALEC AK RERLOCAEC AS OINE['TEC T THE E%;:NEM 1-1 A.61 C"l MOPAM a3StMSlY iStiPLERENTNL SECTIOM; Tt( OKI COA:RA+1 "F 'k "TP w:. 0,* '"1"' A�.EE}A1,. ngµ. ,R. PALL K THE UK Al 'MAW ASSEHLe PCEFT THAT TM[ S-lACH CLC;J . ON ►,v 'y96r CT1N6 `�s N'..NM It 4 ON ;w. i N iK.i$ iN • I A:T CONTRALI ' PR:CE f0P •M hkr ASS& 211 CON^;1::'. 7-14,61021 RESMINS Q:STIMC MCMM£ :SUPPLERN'AL LFC730N_ ' WLOCklK SHALT ALSC K INCLLPM AA AA 11CILEMIA 'TENT TC NRESETTIAC DZ67I46 M ONTI.. 7-14.5103' MCIM R:6TINC M W-rl (U"LFPENTAL 6Er1041 iWIOCEZNC SMLI ALSO It MUM AS AN IICIOMATAL ITO, It -MMENC EXISTING M ON+En ' 7-14 WEPVEC3 CON6TIOK 7�1�7 COMS'TkOCT19A C�LE IPFPLF.CENFM SETT:CND NEPLACE is% SENTENCE PAMORNH E W:Tw, AIPE MATERIALS 1.SfE It &TEK 09 REPLACE CKISTINC OTTO SERVICE UK$ SOLL 21 COPPER. GAIVAN:ZEE OF OECTIII IRON Vu,(, SEPVICE LINE COMNEC*101, It THE Nh PA:N WILL CONFO#, TC 716 S111LAPE PLANE OF THE. t:T7 OF KK-01 C,'K CFE:N AS APPLICAL.■, THE ENCIMEEP WILL EIC:CATE THE LCCAT:CN fOF THE TAPS ON THE AEW IV.:N $OP EACH SM:U TC Of CM&.-TIL, THE COMPAVOP P:LL O:FE:T TM IV,I'•;OF L'41 SERVICE, THE COMRA:TOA WILL USE COPPER TV6:N4. TTPE V. tO7 F0f 1 A' SMXES. TYPE :E COMEC710K TO EXISTIR4 COPPED UR ,=MILL k MACf P:TN FµIK "PE. THREE PART UM10N CCIPLINSS. iTYPE Ut MRE COMING SALVAN:ZEI 50PVICFE SAIST, TINY WLL K REPLACE; NTN A NEW COPPEP PZFE SEA%= TC THE Pow"" LINE. IMETEAS SHALL SE LZATEC IM PLAMTO STEP WETPEEN Sm"ALA ANO CURW;, TYPE :111 W16PE "L M 6TL8 EMIM SHALL EE IMSTALLET TKI SHALL t INSTALLET AS XWIA, TC THE PIb IM LAME VIP r WrIf WO. (LE" &A WETEC. A W,:c CORE TIWEFZISS SPACE#TM UNC'TN 6 A ME71A SOU WE INSIA;UE IA PLACE OF THE METEF, 5t6'PUMEMa: SPt.F:CATICN"s A[VIO6 t0 WE; PAICE Zy "I eM EANT IVAN t FN7.e NNTER:y IPAA-AV, PErIklam ' RRIDR' IN PARAEMPM T CELETEL A 6 S COMPCS:TE. ASKSTCS WIKg CDARiAT6 STEEL 11, PAMAVRAPI.A DELETER A 6 6 COMFCS:TE SEVEN P:R 6-0S,1A 7-17 31A" TELEVIS'CN i14RUIJON IStAP PMEVTA_ SE.ICY: ONCE TIE TELEVISICN IMSPFCTIOM MAS KIN CGWLETVC THE CClTMACTCP SMALL SUNM:T TC THE EMG:REEF THE Y EPONTS IF THE I%VECTSCN PLUS THE VIOfC TAPES. Wt VIDEC TARS ARE TC OfIN CCLOP ANC.CC`p"It., C:TY'S V:EN:NC NNE RECORD 3MC STSTHE.TK CITY SSTEM ACCEPTS 1"7" WIDf N:GN CENS:TY VHS TAPES, iNRE APES M:LL E PLY. AT STAKAK SPfS 6P (1 S/16 I.P.S.). 1',e rEPS�REP[N^ 'PAP7:AL NETLACFMENT GEL:i0M1 REPLACE PARAMAPH A M:THi S'CAW10% TP THE SEINER TRENCM WILL E "ESUPH THE SAME As STR.CTUFE eXCAVATI: .Lase 6 AS SfC:F:6 SECTION E-0S 7-q I F-VNEE IPWIA"RLPLA'EMEK ,SC-IM 1 REF',JCE IIEP 1 THAOUON 6 PAFA;UNPH 1 E:THL 1. SMw. PLPM•, hr L7ny. Foo[ 3. •7.V. InMwtIPn• AN, LONE SO, REPLACE PAPAGRAP"E E:iNt THE AT CWTW- PRICE PEP LIEA% FOM FOF 6'EVEA PIR OF THE RIM AK SIZE 6PECIF26 SMALL E Fu:l COMRMSATIOh FOR FWNI6HING, MAULINC AK ASLWlLING IM PLAU THE MWLET® IWALLATION IICLLE:MC ALL A+EL:AL FITTINGS. JOINT NATEA:ALS, TESTING RF SECTION 7-17.3r4: AK ACJUSTMEN'* OF INVERTS :L MANKLLS FOP THE COMPLETION OE THE INSTALLATION TD THE IEOL:RB LINES AK 6AACES. DELETE PARAGRAPHS 3 M a ' N'M CLAN6.WTTEJ, EPILLMYS AS INLETS 10c,3I1 CEYfF_LOICP!'T DUNE:. '�TTFIE AK N._LP�AL R[PLACERM SECT`CH, L__— __.��_.� 1T:l.ILL": A REPLACE ►AMOAAPH 1 WITNI CEMEAT CONCRETE CLRR. CLRE ANC GUTTER. WTTEP ANC WILLEAY INAU E CCW CTEC W.-U A:P ENTRAINFS COMCRETE CLASS E SPEC:F:EE ON THE STANDARD PLANS ANV CONSORPIMO IC THE MEOUIREPENTS OF SECTION 6_". IN FAEAMAFn 6. LAST SENTENCE OELLTEI -CLASS C f97 imm TWFTC CUM AID 1RMFI[ &C' • CESCEMON IREPLACEMINT SEC ON TOE CYNTTry:,TOR SMALL FUNCSY AND INSTALL PRECAST TRAF:: CWB AK kWA TANFFIC CUPS OF TN{ CEC:6A AI( notSPEC:F:6 IN THE PUNS. THE CUM WILL ME :MSTALLET :N ACCOREANCE NITN THEE WEC:FICATI"Il. AK PEF THE CITY a MENTOR STACAIC PLANS AT THE LOCATIOMsK I :GTg IN Tq PUNS OR AS OIMECTCR r TM FMG:MfEF. "PLEMENTAL EPECIP:U.TIDN6 NEVI0616 01' PAGE 29 t "7.5 PAYMEN' IREA�t:EIENf SECTION) PAYNEWT SHALL E MADE BY THE FOLLO OO, lTl '►raFsat Traffic LLn. TFPA A• Ps. Lin. ft. It) t►last Traffic Cure, Type CC per Nk. ft. (31 •$Lacs Traffic "ft. Toe A- par t,r, ft. 14) '$taps Traffic C.M. Type C' Par lir, ft. EBB V ASTI: TMFF•^ NR7TTONE S-CE.! CESCc:C':CN :REVU:-MIN^ SE:TIONI THE COHIFp: F SMAL; FCRN:SM AM MSTALL WH:TE OF YELLM PLASTIC TRAFFIC BLT70k6 WkEAL SNCMN OF THE FANS, Do MERE OIPECTEE FT THE ENGIMtLA. 1 6-06.Z MTEF:ALF ]S'.PPLEMENTAL Sf CT;CM) THE PLASTIC TRAFFIC W"OME SMALL CONFOPP TC APPLICABLE PRCV:S:DNS IF BE: B-0S ana F2C. B-C6.21 COMSTPtCTIOM REBO:REMEN'TS ISOPPLEMEn,PL SECTSONI TIE PLASTIC TRAFF:C B:TIONS SMALL BE ATTACHES IC THE PAVEMENT BY ONE OF THE FOLLOW:kG: 1. Plbnq, Tack Coat of No% PariiiG ANphett on Pnseent Wu fscs and f,MLN pros lnS the button antt it. ' 2. PLOC,n6 Adhesive JWWF] on PAvOtent surface Rne prtsnrp the button ante it. "E,e MfASLPfA'fkT. IREPLACEMEAT SECTICM] 1 MEASOFEMENT b:LL E BY THE OMIT. CEM°LETE IP PLACE. B-CE,- PAYMEY JAJP CfHENT SE TI0kl ' PAYMENT 6MLL E BY THE FOLLORIka; M '1D' ptest,c Traffic dtton, cOLcr,__ per we. ' "S. LAZE 1Pc,R-u—W M-OS,A MLAUPE SECTION) ' M6A5LPWVr- WILL E LANE MAKER, TYPE I ere TYPE 11 BY THE OMIT CONFUTE IN PLACE. 6-06.1 PAYMENT [EPiACEMEk: SECTION] ' PAYMENT SMALL E BY THE FOLLOWING: I11 'A' LANE LIME MAARER. TYPE 1. bnitT" Per Each 121 -A" LANE LINE MAKER, TYPE 11. COLOR:SI" Psr Each 1 t SX'-d MEN'A. SFE::'::L^.^K PEV'CE JCS': PAGE BO ' HB NONMBFT WEB tB-13.3 COMSTRLCT'D% REOU'NHRENTE IPAPTIAL MEPLNCCIEKT NI'LAZE PARAGRAPH A ' THE MDKMEK' BILL K FURNISN6 ANC SET BY THE CONTRACTOR UNDER THE CIRECT SUPERVISION OF THE CITIES SMVETOR. H3,E PAYMEA- 1SUPPLEMEKTAL SECTION. THE MONUMENT BILL ALSO WE SUPPLIEC AK PUCE AS PANT OF •MD%thEtrT CASE AMC CCVEP^ AND ALL A RW IN SUPPLYING SAIL MOMUIEN7 SHALL BE CONSIDEFE INCIDENTAL IC TNI5 ITEM, HA CENEV CONCRETE SIDEWALKS ' tj4.2 MRTERIALS IPAFTIAL PCFLACEMEM SE'TICNI DELETE PARAGRAPH 2 9-14 3'Ai CURING (PAFTIAL REPLACZVLN- SECT: N1 ' REPLACE PARAGAAPI, 1 CT%L THE CONCRETE SIDEWALK SMALL K CURE FOR AT LEAST 72 MOM AS SPECIFIED IN 5-05.30319 09 AS APPROVEC B1 THE EMG:MEEP, DURING THE CURING PERIOD, ALL TRAFFIC, BCTN PEDESTRIAN AK VEHICULAR, SHALL BE MLIGEC. ' VEH:GULAF TRAFFIC SHALL NC MLDE FOR SUCH ADDITIONAL TIME AS THE ENGINEER WAY C:RECT. H5 RIPW ILA MEASUREMENT IPAF•'AL PEP CE0jN SETT`WIN' ' REPLACE PARAGRAPH 2 W:TH: HAND PLACE RIF RAP WILL BE MEASGPE BY THE TON OF RIP RAP ACTUALLY PUCE' AK ACCEPTEL, ' REPLACE PARAGRAPH 3 W:TH: F:LTEP BLANKET CLL BE MEASURE BY THE TON FOP MATERIAL ACTUALLY PUCE' ANC ACCEPTED, LEAF PAYMENT (RA :FTA PEPLACEMEM BE^'IDN' 1 PARAGRAPH 1 REDUCE ITEMS 3 AND 7 WITH, 3. -ft" PLRCBR Rlp Eqp", PMr Tar ' 7. •Flity BIA Wily Par Tall REPLACE PARAGRAPH 3 WITH, THE UNIT CONTRA.^' PRICE PEP TD% FOP "F:LTEP BLANKET" SHALL BE FULL COMPENSATION FOR ALL COSF IN CON%ECTION ' WITH FUR%:SHING AK PLACINL A FILTER BLANKET. ' B-2C 11-LUII ATM. TRAFFI' jjGML 6YSTEHS AMC ELERAICAL F-2C,312) EXCAYAYING AIL gACKF;LLIWC iREPLACEMEN' SEC`ION', ' THE COMTA%CTC "OLL SUPPLY TRENCH WITHIN THE UNIT ON THE COMP WIDTHS AK T[ THE S'EC:F:6 DEPTHS AT THE LOCATIONS. INC:CA'E: RK +CANS OR AS DIRECTED BY THE ENGINEER, SIPPLEME%TAL SPECIFICATIONS REV(OL"ICIRE) GAGE 11 B-BC 7I21COWT INUED ALL TFEIEMES SMALL E BACKFILLED IN ACCOOANCE WITH THE APPLCABLE PORTIONS OF THE STAICAPE SPECIFICATIONS. tTREMCHING FOR CONDUIT RUNS SMALL E DONE IN A NEAT MANNER WI1M THE TRENCH CTTOY GRACED TO PROVIDE A UNIFEi' GRADE• ' NC WORK SMALL E COVERED UNTIL 11 HAS BEEN EXAMINE' By THE ENGINEEP. 64MFILL MATERIAL USED FOR FILL AROOD AND OVER THIS CONDUIT BTSIEM SMALL BE FREE OF ROCKS GREAAILP THAN TWO INCHES 1N DIAMETER TO A DEFTM OF SIX INCHES ABOVE THE CDADUIT. ' TRENCH WITMIN THE POADWAI AREA SMALL USE SELECT TRENCH BAMFILL AID SHALL CONSIST OF MATERIAL AS INDICATED IN THE SPECIAL PRDY:SIONS AW SCMEDLNE OF PRICES. THE BOUNCE AND OALITN OF THE MATERIAL SMALL E SUBJECT TO ' APPPCVAL BT THE ENGINEER. TRECN BACKFILL WITHIN THE SIDEWALK AREA CAN BE MACE W:TM ACCEFTABLE MATERIALS FROM THE EXCAVATION AMC SMALL E CONSIDERED A NECESSAPY PART OF AMC IME:CENTAL TO THE OLGAVATION ;N ACCCMDA`LE WITH THE STANDARD SPECIFICATIONS. THE CITY PESEPVES THE RIGHT TU HAKE ADDITION$ OF DELETIONS TO THE TRENCH WHICH PROVE NECESSARY FOP THE COMPLETION OF IKE PROJECT. ' THE MIWIMLM WIDTH FOP THE TRENCH NEEDED WILL E AT THE OPTION OF THE CONTRACTOR. TRENCH WIITH WILL. HOWEVER, BE OF SUFFICIENT SIZE SO THAT ALL OF THE NECESSARO COND::IT CAN E INSTALLED WITHIN THE DEPTHS SPECIFIED W -.LE MAINTAINING THE MINI MIN COVER. ' MEASAEMEW FOP TRENCH AND BAUFUL WILL E By THE LINEAR FCOT. MEASLNEMENT FOR SELECT TRENCH BACKFILL WILL E BY THE TON. PAYMENT BILL E MADE OVER: ' 111 -TFECH AND BACKFILL. _WIDE. _DEEP'. Par LMMMAT FKot. 12) "SELECT TNEM'N BACKFILL". Pe, Ton. THE UNIT CONTRACT PRICE FOP TRENCH AMC BACKFILI PEP LINEAR FOOT SMALL E FU.L COMPENSATION FOR EXCAVATING, LOADING. W-LING AND CTHERWISE DISPOSING CF THE WASTE MATERIALS, FOP RACKFILLING AND TAMPING BACKKILL MATERIAL AIL FOP THE RESTURATIOH OF THE TRENCH AS SHOWT, ON THE PLANS OF AS CIRECTEC BY THE ENGINEER ALL IN ACCORDANCE WITH THEE SPECIAL PROVISIONS AM THE 61AWAIC PAN$ AMC SPECIFICATIONS. ' B-2C.3141 FCLMEATIOF_COMDPETE 1PEPLADEMENT 6ECTIWI THE CONTRACTOR SMALL PROVIDE ALL MATERIAL FOP AND CONSTRUCT THE FOUNDATIONS FOT AMC TO THE DIMENSIONS SPECIFIED IN TABLE i BELOW. THE ANCHOR BOLTS SMALL MATCH THAT OF THE DEVICE TO E INSTALLED THEREON. ALL EXCESS MATERIALS ARE TO E PFMOVET FROM THE FOUNDATION CONSTRUCTION SITE ANO DISPOSE OF AT THE ' CONTRACTORS EXPENSE. CONCRETE SMALL E PLACED AGAINST UNDISTURBED EARTH IF +DSSIBLE. BEFORE PLACING THE CONCRETE THE CONTRACTOR SHALL BLOCK-CET ABOUND AM ClN UNDERGROUND UTILITIES TIAI US IN THE EXCAVATED BASE SC THAT THE CGNCRETE WILL MCT ADHERE TO THE UTILITY LINE. CONCRETE FOUNDATIONS SMALL E TRWSLEL, BFLSHEE. ECEi` AMC FINISHED IN A R4MNANSYIPUKE HAWED. CONCRETE SMALL E PROMPTLY CLEANED FRW THE EXPOSIC PORTION OF THE ANCHOR BOLTS ANC t CODUIT AFTER PLACEMENT. FOLBDATIDN SHALL ALL E CLASS -W CONCRETE. AFTER A CURING PERIOD OF TWO WEBS. THE CONTRACTOR MAMA INSTALL THE APPLICABLE DEVICE THEREON. 1 SSPLEMENTAL SPECIFICATIONS REVEOSAO/251 PASS BM F20•SL1 CONT INLET ' LAey�T TYPE OF OEVICE DNSI ONS St r,et L,Sht Pot, A• Do*; A O' SR. or C+,. S'p s, PGL, 1' Des; , O' k. or Dv. 610P6t CPntmo l,r See D,tE1N Shoot Str„t Lipht CPntn, LAEmAt S„ C,t,11 Shoot SP,cgl MU 600 DIIAIL ShNt ALL CDNCFEIE FOUNDATIONS SMALL E CONSIALCTIL .H THE MANNER IPEE':FLED FLOW: ' ITT WENE SIDEW,LF OR RAISED ISLANDS ARE TC E CCHEj RICTED AS A PART OF THIS PRC:ECT, THE TOP OF THE FOLICATIOM SMALL E MACE FLU5H WIN THE TOP OF THE S:OEWAEI OF ISLAND. (SEE DETAIL SMSL'l ' (2) WHERE MC SIDEWALKS ARE TO E INSTALLED, THE GWE FOP THE TGY OF Th_ FOUNDATION SMALL E AS SPEC:FIED BT THE ENGINEER. ISEE DETAIL SHEET) ' ALL CONCRETE FOUNDATIONS SHALL E LOCATE AS PEP STAT10011K OH THE PLANS OF AS LOCATE m THE ENG:NEEI' IN TIE FIELD. MEASIMEMENi WILL E BY THE UNIT FOP EACH TYPE SPEE:FIED. CON . 'E 1N PLACE. PAYMENT WILL E MADE UNDER: III "_FOUNDATION, PEP EACH B-FC.OL�j CONDUIT IREPLAGEMEM SECTIONI THE CONTRACTOR STALL PROVIDE AND INSTALL ALL CCNDC:T AND NECESSARY FITTINGS AT THE LOCATIONS NOTE ON THE PUNS. CONDUIT SIZE SHALL E AS INDICAIED ON THE WIRING AND CONDUIT SCHEDULE SHOWN ON PLANS. tCONEU:T TO E PROVIDE Xt INSTALLED SHALL E OF THE TYPE INDICATED FLOW: ITT SCHEDULE AC WAVY WALL P.Y.L. CONFORMING TC ASTM STANDADE SHALL E USED WEEVER THE CONDUIT 15 TC E ' PLACED OTHER THAN WITHIN THE ROADWAY AREA. (21 SCHEDULE 6CC EXTRA HEAVY WALL P.Y.C. CONFORMING TO ASTM STANDARDS SHALL E USED WEN THE CONEU:T IS TC E PLACED WITHIN THE AWSAY AREA. ALL JOINTE SMALL E MADE WITH STRICT COMPLIANCE TO THE RANIFACTUREP'S RECUWIENDATIOE REGAE'IHC CEMENT USED ARE ' ENVIRONMENTAL CONDITIONS. MEASUREMENT FOR CONDU:T WILL E BY THE LINEAR FOCI, ' PAYMENT WILL E MACE UNDER: It) "CCNDU:Ir P,V.C.. SCHEDULE 40. __." For LIP. Ft. ' (2) "CONDUIT , P,V.C., SCHEDULE SC, " Pr LIP, Ft, ' StPPLEMENTAL S'ECFICAIIONS PEVID&'IC.'351 PAGE 30 6-211,3161 JUNCTION PIPES t!rlACEEHr SECTIMI ' THE CONTRACTOR SMALL PROVIDE AK INSTALL JUNCTION WINES OF THE TYPE AK SIZE AT THE LOCATIONS SPECIF;E IN fit PUNS AND AS PEP DETAIL SHEETS. 1ME IMSCR:PTION ON THE COVERS OF Al! JUICTIM SAES SHALL E AS lK:3TB BELOW: ' 11: STREET LIGHTING OhLYN 'LIGOTINC ' 12: SIGNAL ONLY: 'SIGNALS' (3) TRAFFIC SIGNAL AIC STREET LIC. SING: 'TS-LT` ' I41 TELFMETP. ONLYI 'TELEMETFY' IMNSCRIPTIONS, ON JUNCTION IMES PERFORMING THE SAFE FUNCTION. I.E. STEE' LIW:C_, TRAFFIC SIGNAL, IF Kln, SHALL E CONSISTENT TNCUGMCLT TM PPCJECT, ALL JUCTIM NOXES SMALL E INSTALLED IN CONFORMANCE WITH PRM:SIONS MWAINEC IN THE S"ANCARE PLANS ARE DETAIL ' "ETS. MEASUEPEM WILL E P THE UNIT FDA EA:M TYPE SPEC:F:E. COMPLETE IN PLACE. ' F«MEN.T WILL E RKE LACER: •OES:M JUCTION m", PEF FACM, THE UN.' CONTRACT PRICE PEP EACH FDA -DESIW C' ON 'DESIGN C' JUCTIM WON SMALL E FULL CMFEMSATION FM FLFN:SMING SANE AK FOR ALL COSTS OF LABOR. MATERIAL. TOCLS, AK EMPMENT ECEGGARY TO PROVIDE AFC SNS•ALL THE JUNCTION OYES INCLUDING EXCAVATION, lAZFF:LU%G AK COMPACTION ALL IN ACCORDANCE WIT% PLANS, SPEDIFICATIOE AK DETAIL SHEETS, 6-2C.3tS' GA K'NG IRO ACkmEN'i SECTIMI ALL GTFES L`GM STANLAIDS, SIGNAL POLES, SIGNAL CONTROLLER CAE:NETS ARE SISAL/LIGMINS SERVICE CAEIME7.5 SNALl E GAOUNCE TC A COPPER CLAD SDL1C METALLIC GNOUNC ADD S/6' IN CIAMETEF a E'O" IN LANOTN COMPLETE NITh A 06 BARE CMPEP 1DK:hG STRAF LDCATEL IN THE NEAREST JUNCTION ". GRO"K ACES ARE COMSIOEET MISCELLANECUS ITEMS ARE ' THE COST IS % E SNCLUCED WITH THE EYSTEP OR COKUCTORS. 6-_2C.31101 SfPVICE IABLACENEhT SEC'!M ' TMlEE TYPLS IF POMEF SERVICE ARE USED AS 1KICATE ELM; (1) TYPE I STSTEN SMALL E SINGLE PHASE 12C VOLT, 2 F:E. 60 LYCLE A.C. ITMFFIC SIGNAL SERVICE DNLY) ! 121 TYPE 11. SYSTEM FALL E SINGLE PHASE 24C VOLT, 2 RIPE, 60 CYCLE A.C. (STREET LIGHTING NDN CONIACTCP. IK:V:DLAL CONTROLLEC PNCTG-CELL M:TM NC ELTPAL SIE) ' (31 TYPE :II SYSTEM SMALL E SINGLE PHASE 120/24 VDLI, 3 MIRE 60 CYCLE A,C. (STREET LIGMTINC CONTACTCFL'TPAFF:: SIGNAL. GROLKE' ELTRAL EPV:CE) THE POWER SEM'ICE POINT SHELL E AS NOTE ON THE PLANS ARE SHALL E VEP:F:E BY THE ELECTRICAL SEPV:C:NC LIT:LIT,. SUPPLEMENTAL SPECIPILAT/DE EYj06'1C:85I PAGE 34 1 ¢20.3I131 ILLUMINATION PET EMS iBIMPLEMEMAL SECTION] 1 LNCERGROUK COIOOCTORE FDA TK STEEr LIGHTING C:NCLI7 SMALL E STRF.KE COPPER, TOM SRAOE W:TP BUD VCLT INSULATION OF Tit S:ZE WYE M THE PLANS AK WIRING BCMECULE, 1 SPL:C:NG OF TIE STREET LIGHTING CIRCUIT MALL E WE ONLY IN JLAC'I0N BOXES AMC TVE SPLICE K:T SMALL COE:S OF A PRESSURE TYPE DEVICE WHERE THE COIMEC71CN OF THE WIFE TO THE KIT IS ACM:EYED BY DRINKING OF IT A COIPRESS:ON BC'_. NO T'GST ON TNPE CONNECTORS SHALL E ALLDWEM. AFTER THE K:T HAS BEEN INSTALLED, ALL E%POEG SIWWACES OF 1 W:RE AMC A:7 SMALL E PLACED IN A CLEAR PLA.ST:C FDRF All FILLED WITH EPDXY TC FOM A HATER-TIGHI SEAL, MATER:LL USED FDA THE SPLICE All SMALL E COMPATIBLE WITH THE WIRE UYERIAL. M GLICK DISCONNECT KITS, S.E.C. OP EQUAL, IM SHALL BE FAISNEC AND INSFALLE. WITH FUSES, BY THE CONTRNTDA FDA EAN LIGHT STANDARD IwGYu-LEE. ALL 1 PATER:ALS SMALL E COMPATIBLE W:TN THE COPPER CDNCICTCRS AK :IS INSULATION. THE CONTRACTOR SMALL SUM:T SAMPLES OF THE CONNECTORS PRDPCSE FOR USE TC THE END:NEEP FDA APPROVAL LIGHT STANCAFDE 'SUPPLEMENTAL SECTION' 1 THE HAND HOLE SMALL E LOCATED BGF TC IKE DAVIT AW ON THE S10E AW FROM TWA IC. A WBIOBC:NG LUC OF NLT SMALL E PROVIDED IN THE MK KVE FRAME 09 INE:DE THE MK IELE FRAME OF ASIDE - PC.E SHAFT TC ATTACH A GHDLIE 1 CK:IL STRAP. ALL POLES AMC DAVIT ARMS SHALL E DESIGNED TC SUPPORT A LLSWIU:RE WEIGHT OF 5L LOS. OR MONO AND TC W:IKGTAK ' PESSUMES CA:.SET B) %:NC LONGS OF BS M.P.M. WITH GST FACTOR Lr 1.3. ALL POLES SMALL MAINTAIN A MINIMLM SAFETY fACTOP OF 4.3E P.S.I. ON YIELD STRENGTH OF WEIGHT LOAD AND 2.35 F.S.I. FOP BASIC W:K PRESSURE. 1 DAV-,T Ap15 THE DAVIT STYLE ARM SMALL IKORFCRATE A 5.9C W!US EK AS MEASURED FROM THE CENTERLINE OF THE SHAFT. TOE OLTEP PORTIOn OF THE NAM SMALL BE NEARLY MOR:ZONTAL TC •Ec ASCVE NCR:ZONTAL AND SMALL E FUAN:S16 W:TN A B' CIMETER SL.TFF:TTEP 117N A MAXIMUM LENGTH OF TO FIT THE LMPIMIRE SPECIFIED, 1 THE POLE END OF TOE CAV:T ARM nBW SMALL BE FASTED SF:URELY TC THE TOP OF THE SHAFT PR(CWC:NG A FLUSH ¢ENT W:Tl AN EVEN PROFILE. 1 ANC" F Be5_ A ONE PIECE "CHOP BASE OF AOEOUATE STRENGTH, SHAPE AND SIZE SMALL BE SECURE TC THE LOWER EK OF THE SHAFT SC 1 THAT THE BASE SMALL BE CAPABLE OF RESIST:NG AT ITS Y:ELC PC:N7 INS EKING MOMENT OF THE SHAFT AT ITS YIELL PC:M, THE BASE SMALL BE PREMED WITH FOLE SLOTTE` DR ROAD HOLES TO RECEIVE TK ANCHOR BOLTS. NLT COVERS $HALL E F7OV':CED WITH EACH POLE. AILMDE 80LTP FOIE HIGH STPEKTN STEEL ANCHOR BOLTS, EACH F:TTE W:TN INC /EkNLTS AMC TWO USHERS, SMALL BE FLPNISNE WITH THE 1 POLE. EACH ANCHOR SOLT SHALL HAVE A A• 'L' EK AT THE BCTTOP END AK E THAWED AT THE TOP EEC. TMEAIED ENDS. ALL NLTS AND USHERS SMALL BE MCI D:P GALWN'ZE, THE AICMOR CLTS SHALL BE CAPABLE OF ES.STING AT ITS YIELD PCINT THE EKIN:' MOMENT OF THE SHAFT AT ITS Y:Ur POINT, 1 P"'^ELLANEOLS wV*?. ALL HARCUFf (BOLTS, NUTS, CREWS, Y6HERSr ETC,) NEEDED TC CQWLETE THE INSTALLATION SMALL BE STAIN,.ESS GILL_ ' MEASLREPENT WILL E BY THE UNIT PEP EACH, COMPLETE ZN PUCE. 1 Par MEAT WILL E MFCE LYCER: Iti 'STREET LIGHT STAKAWE •, PEP EACH. i SUPPLEMENTAL EE:IF:CATIONS RWO6'!C.'85; PAGE 35 8-2-13FI31A CDNTIMUED 1.D, IIDENTIFICATION FOP POLES] ' THE CONTRACTOR SHALL SUPPLY AM INSTALL A CONSINATION OF "ISITS AND ONE LETTER ON EACH LIGHT POLE, THE LETTER AM MLMBEPS COMBINATION SHALL E NCUNTE AT THE 15 FOOT LEVEL ON THE POLE FACING APPROACHING TRAFFIC. LEGENDS ' GALL E SEALED B:TH TRANSPARENT FILM, RESISTANT TO DUST, WEATHER AM ULTSRAVIDLET EXPOSURE. THE DECAL NAWFAS SHALL E 3 :MO SOWE WITH WTHIC SOLD, BASTE WLERORIZO 2 INCH LEGEND M A BLACK BACKGROUND. 1.0, MNREP WILL E ASSIGNED TO EACH POLE AT THE ENC OF TOE CONTRACT DP PROJECT ST THE CITY TRAFFIC EK:lEERiNG OFFICE. COST FOP THE DECALS $MALL E CONSIDERED INCIDENTAL TO THE CONTRACT WIC, ' DELETE COPLETE SECTION AND REFUGE WITH THE FULLDN:NGH LIGHT STANDARDS SHALL E SPUN ALHPINUP DAM STYLE AK SHALL NEST THE POLE DETAIL REOU:REPOTS IK:CATED BELOW AM THE DETAIL WETS AT THE END OF THESE SPECIFICATIONS. THE POLE SHAFT $HALL E PROVIDED W:TN A A• a B• FLUSH HAND HALE NEAR TOE BASE AM A HATCHING MEAL COVER SECURED ' VITO STAINLESS STEEL SCREWS OR BOLTS. ALL TENONS SHALL E FACTOR' INSTALL& AM ALL WELDING SHALL E COMPLETED PRIOP TC GALVAh.ZING. ALL S:'XAL POU FOUIDATIDNS &HALL E CMTPLCTSD TO PRDYIDE THE POLE ORIENTATION NOTED IN THE PLANS, ' THE POLE SHALL E ADJUSTED FOP PLUME AFTER ALL NEEDED SIGNAL EDIIIPNEAT HAS KEN INSTALLED THEREOF. 8-20.3;1A) SIGNAL SYSTENS ISIPPLEMEKTAL SE.^IONI ' ALL SIGNAL CONDLCTGAS SHALL E STRANDED COPPER A' SHALL HAVE ROD VOLT IN INSULATION AND E OF THE SIZES NOTED ON THE PLANS. ALL MULTI-MMICTORS USE FOP THE SIGNAL STSTEP SHALL COFOW TO DIVISION S-25.3 NM SHALL E E THE S:ZU NOTED ON THE EIGNAL WIRING SCHEDULE AM WIRING DIAGRAM. ALL STMNDE WIRES TERMINATED AT A TERMINAL BLOCK SHALL HAVE AN OPEN END, CP:PP STYLE SODERLESS TEW:HAL CONNECTOR, AM ALL SOLID WIRES TERP:HATED AT A TERMINAL BLOCK. SHALL HAVE AN OPEN END SODERED TERMINAL CONNECTOR, ALL TEPPIMLS 6HALL E INSTALLED WITH A IDOL DESIGNED FOR THE INSTALLATION OF THE CORRECT TYPE O CONNECTOR AM GRIPPING WITH PLIERS, MIRE CUTTERS. ETC., WILL HOT E ALLOWED, ALL WIRING INSIDE THE CONTROLLER CABINET SHALL E TRINNED AM CABLED TOGETHER TO MAKE A NEAT, CLEAN APPEARING INSTALLATION, NC SPLICING OF ANY TRAFFIC SIGNAL CONDUCTOR SHALL E PERM:TIED UNLESS CIMERVISE IM:CATED ON THE PLANS. ALL COKUCTOF PUNS SHALL E ATTACHED TO APPROPRIATE SIGNAL TERMIHAL BOARDS WITH PRESSUPE TYPE 611VING POSTS. THE ONLY EXCEPT:OA SHALL E THE SPLICES FDA DETECTOR LOOPS AT THE NEAREST JUNCTION ROW TC THE LOOPS. UC.3(141C TEST FOR IMKCTIOR LOOPS AM LEA[-IN CABLES [ADDITIONAL SECTION] THE CONTRACTOR SHALL KEEP REMADE OF FIELD TESTING AND SHALL FMNISH THE EM:PEEP ICU A COPY O THE RESOLTE. ' B-4._3114IE SIGNAL STAMAMS [REPLACEMENT StrZION1 THE COh'TRNCTCP SHALL FUP%.SM AND INSTALL TRAFFIC SIGNAL STANDARDS IN ACCORDANCE WITH THE METHODS AM PATERIALS ' NOTED IN THE CONTRA^.+ PLANS AM THESE SPECIFICATIONS. ALL POLE DIMENSIONS AM ORIENTATIONS WILL E VERIF:E B' THE ENGINEER PRIOR TC FABR:CATION. ' ALL ENTRANCES RSOU:EC FOP POLEMW.TED S' '•L HEADS, CABINETS, S:'NS, PEESTR1Ah PUSH ETTON JUDSEMELIES. ETC. SHALL E FIELD DRILLED. ' $,PPLEMENTAL SPEZ:FICATIDNS REVIOL'%Kj PAGE 3E 9-2C.4 MEASUREMER. 'REPLACEMENT SECTION, ' M:ASLREMENT FOR SIGNAL STANDAWS ANC SIGNAL COMLCTORS WILL E BY PER EACH AND PER LINEAP FT/LUMP SUM, B-2C c PAYWA IREPLACEMEM SErTIOkj PAYMENT WILL E MADE UNDER, III 'SIGNAL STAMAM, TYPE_' PEP EACH ' 121 'DETECTION LOOP RETURN CABLE, 2/C' SIC.' PER LIN:AL I= 131 'SH:ENPE PRE EMETIOb CABLE, 3/C SM' PEP LIN. FT, 141 'SNCELDEC INTEACONIECT CABLE. _-PP^ PER LIN. FT. (S) 'TRAFFIC SIGNAL WIPE° PEP LUIF SUM. (6) 'IMLCTOP LOOP YEICCLI DETECTOR SAW CJRING,' PEP UNCIAL FOCI, ' THE UNIT CONTRACT PRICE PEP EACH at, SIGNAL STANDARDS AM PEP LIN, FT,/LAW $I* ON TRAFFIC SIGNAL SYSTEM WIRE WILL E FULL flIPENEATION FOR FURNISHING AM INSTALL+'NG THE S-ANDAMS AND WIRE AM .OF ALL CTHEF MATEP:ALS, ' TOOLS. ECUIRNEWT NECESSAPY ANW'OP INCIDENTAL TO THE INSTALLATION AS PER THE CONTRACT PLANS AND THESE SPECIFI:ATIONS. 6-0 PAVEMENT MAMIWBS F2F.1 OESCFI RIDN !PAPT:AL PSPLA'EMET SECT'^ ' BN.IF CENTER STRIPE - DELETE AM REPU.CE WITH: A SPOKEN YELLOW UME A INCHES WIDE, THE BROKEN 01 'SIP, PATTERN SHALL E BASED ON A 25-FOCT UNIT CONSISTING IF A TO-FOOT LINE AMC 15 FOOT' W. SKIP CENTER STRIPE TWO LANE TWO WAY ROACM[Y, 1G USEC AS CENTER LINE DELINEATION ON A DOUSU YELLOW CE,^ STFIRE - DELETE AMC REPLACE W:THU t TWT: SCUP YELLN LINES, EACH 4 INCHES WIDE, SEPARATED BY A A INCH SPACE. DOUBLE YELLOW CENTER STRIPE IS USED AS CENTER LINE DELINEA710N ON MULTI-LAW, TWD-MAY AA➢WAY AM FDA CHAMELIIATION. ' 1CGE STR:PE - DELETE WAS STRIPE - DELETE AM REPLACE WITH: APPROACH STRIPE - A SOUL MITE LINE, E INCHES WIDE, USIO TO DELINEATE TUG. LANES FROM THROUGH LANES. FOR TRAFFIC ISLANDS AMC CROSS WASH MARS LANE STRIPE - DELETE AMC REPLACE WITH: ' A WOKEN WHITE LINE, A INCHES WIDE. USED TC DELINEATE AC.ACENT LANES TRAVELING IN THE LANE CIRECT ICN. THE BE DR 'SKIM PATTERN SMLL BASK ON A 25 FOCT UNIT CDNSISTING OF IC FOCI LINE AM 15 FOOT GAP, NL PAS_ S STRIPE! DELETE I�VERSIBU­LA STRIP(- DELETE iUT TE FI?E - DELETE AM REPLACE WITH: A COLIC yE�LjBROKEN OR '9.LINE. W SPACE, T A INCHES WIDE, W:TH LIME,A I BEN YELLOW ME, A INCHES WIDE, SEPARATED A A INCH PATTERN WILL E BA!. ON A 25 FOOT UNIT CONSISTING OF 1 FOOT SPACE WE DETAIL SWEETJ, A 10 FOCI LINE AM A IS rSUPPLEMENTAL WEDIF:UTIDNS A&IDS;IG,'6'.1 PAGE 37 BARRI EF SP!�F - DELETE AHD REPUCF WITN; A 60610 YELLOW LINE, 18 TO 24 INCHES WIDE. CROSSWALK STRIPE - DELETE AND REPLACE WITH: A S%1C WHITE LINE, 12 INCHES WIVE, INSTALLED PARALLEL TO ANOTHER CROSWU STRIPE WITH AN 6 iODI SPACE 1% ETWEEN THE LINES. ' STOP WA F - DELETE AM REPUCI. • rrt A SLYIC WHITE LIME, IN WICTH.S E 12, iE AM 24 INCHES. THE WIDTH SMALL SE INDICATE' ON THE CONTRACT PUNS. TRAFFIC ARF'IW - DELETE AK REPLACE WITH: A SOLID WHITE MARKIK CONFDWING TO CONTRACT PUNS AID DETAIL SHEETS. TRAFFIC LETTERS - REPLACE WITH TRAFFIC L'SEND - DELETE ANC REPLACE W:THt A WHITE MIRING USING ALPHAETIUL LETTERS - SEE CONTRACT PLANS AID DETAIL SHEET. ' CYCLE DETECTOR SYMBOL - DELETE 6-22,3!E) TOLERANCES nF LINE STRIPES lnc'PLACEHFNT BEC710MI ALLOWABLE TOLERANCES FOR STRIPES AIL AS FOLLOWE: LENGTH OF STRIPE - THE LONG11MINAL ALCLRRILATIVE EAROF WITHIN A 25 FOCT LENGTH OF SFIP S"FIPE SHALL NOT EXCEED PLUS OF MENUS ONE INCH. WCCTH OF STRIPE - TIE WIDTH OF STRIPE SMALL ACT VAPY MORE THAN FLUE D6 ' MINL161i4 INCH, 6-22 A MEASUREMEK- [REPLACEMENT SECT ' NFARUREMENT SMALL BE BY THE LINEAR FOOT FDF A INCH WIDE SOLID STRIPE, WITH NL DEDICT:ON MACE FOR THE SKIP BETWEEN THE STFIPES MEASURE. 6 INCH WIDE SOLID STRIPE, 12 INCH WIDE CROSSWALK, BARFi EF STRIPE, SOP RAR, TRAFFIC ARROWS AN TRAFFIC LEGEND "ONLY` RES EACH. MEASUREMENT FOR ALL ITEMS SMALL BE COMPL.TE IN PUCE. 0-22.6 PAYMEN^ IREPJACEMENT SERIOW1 PAYMENT SHALL E MACE UNDER; 1, •Pe l n[ed e" Wido Solid Str,Pe" Per L+nasr Foot P. •Psmted 6" Wide Solid Str•Fe• Per Linger Foot 3. •Pslrted _• Old* Berner Stnce" Per Linear fact A. 'Pointed 12" Yide Croeeglk" Per Linear Fact E. •Pain[od W,tle St+P Bar" Per Unser Fact 6, •Psintsd Tnff,c Arrotl" Per Each T. "Panted Traffic Lpam " Par Each "Plastic 12=_Wide Grouse lk" Per Linear Foot B. "Pilot¢ Mae E.,p Bar" Per Linear foot 1D. •PLsat,c Tgff,c Arroe" Per Each 11. •PLest,c Traffic Legend _" Per Each E22,6 PAIN: STRIPFJPUSIC LINES REMCVAL1NEW SMJDNi MERE SHOWN ON THE PLANS ON DIRECT® Et THE ENGINEER, THE CONTRA TOP SHALL REMOVE ALL OLD CONFUCTING STRIPES OF LINES. MEASUREMENT MEASUREMENT WELL E BY THE LINEAR FOCI OF " WIDE LINE REMC%ED. SLPPLEMEK'1AL SPECIFICATIONS RE['1V6'10,'W PAGE 31 PAYMENT ' PAYMENT 1CLL BE BY THE FOtIARNG, 111 NOMvel of Point Line *VIW par LIP. Ft. 121 "AowWl of PLM'PC Lina_"Bids• per LIP. Ft. B-03 AGGREGATES "3.10 AGGREGATE FUP GRAVEL EASE IPAPTIAL PEPLACEMENT SECTIOMI ' AD TC PARAGRAPH 2 SENTENCE t ..except that ,n At Late sho Lt the M'isiIs site papaw eight I61 inches. REPLACE PARASHAPH 3 NETS, ' 6reW: Beta 'hell Met the foltowinG 1aRuir oortt fo, grading en! Rua L1tY what plOCK it neulins WMC:ei IPr R'Li.erY to the rood"', trowh C' *,Pity, "nufwture and plwaMnt into s tlWorary atockp,te. The 'lest pout Pf w"'Lon", "ll be EetartineC p) the Engines r. GRAVEL BASE GRAVEL BASE CLASS A CASE F Awing 1/4" Sieve 25% win. 25% it. 751 w, 752 Mx. Possiag U.S. No. 200 51 w.. 10% tea, SWW [*at SisHngl 1 ptennt F2a1wr. sn.-rncl 2/3 Ms+, 2'3 w.. 1 "sting 040 Send Eq.,.a Lent 50 nn. 3C wn, G-0j3 t2ItU CUSS • (REPUC°.HEM SECTION; GRAVEL BACKFiLL. FOP fDUNDATION. CLASS A, SHALL CONSIST OF MISHM IATER:AL AND SHALL CONFOW TC THE RECUIREMENTS OF SECTION 8-0M FOP BALLAST. ' "2.12111E CLASP B IR�IACEMEM 6'ECT 301 GRAVEL SACKF:LL FOP FOUNDATIONS, CLASS S. IS MDT AN ACCEPTABLE BUIVIYU71 ON FOP GRAVEL BAWILL FOP FOUNDATIONS, CLASS A. UNLESS APPROVED IN MRITING BY THE ENGINEER. IF APPROVED THE GRAVEL BACKFILL FOP FOUNDATION, CLASS B, SHALL COFOP TC THE RECJIPEMEKTS OF 5-03.1i3)C GRAC:NG 34 OF "3.1C AGGREGTI, FOR GRAVEL BASE, CLASS A. 9-03.1?131 GRAVEL BAW LL FOP PIPE 9EDC^.NG PAM}AL PEPLACEMENT SECTION, REPLACE SEMENDE 1. PARAGRAPH 1 :IN, GRAVEL BACAFILL FOR PIPE BEDDING SHALL CONSIST G ILA GRAVEL. ' ACDi OWN APPROVE` 1N *:TING BY THE MINEED. GTNEF CRUSHED. PROCESSEC O NATURALLY OCCONRIK GFAKLLAP MTER:AL ' MEETING THE REOLMEIENTS LISTED ABOVE CM BE USED AS GRAVEL "WILL FOR PIPE BEDDING. ' SUPPLEMENTAL PECIFIGTIONS REV10LAL'GB I PAGE 39 MUM ORAWR CRROP IRFPL EVEN! GECTIOH) ' KEAVEL SDDOV SHALL CDNE:ST OF A CUSS A AK A CUSS S WFWAM CONFOiPM:NG TC THE REWIIAEVENTS OVT_IIS, IN 1-03.10 AGMSATE FOP SMVEL LESS ' SAS OW"M STECTIDES, CULVERTS AID CONDUITS ►-05,1 DMIN P:PE [PAP-JAL PEP AZENEM SE^ C DELETE, ALL REFERENCE IC AN ALIM:NIP GOATEE iALIM.k ZMi CCFALWTEC IRON OF STEEL DNdN PIPE FROM THIS SER101. 8-05,3/114 EK DES.G;, IPAPTIAL PVyLACENEN- Fr^IpNj DELETE SENtECE 2 PAASRAPH 1 f S-MAC STEEL STOW SEVER P•PE IPAFTIAL OF PLA;SNFNT SER F:.Hy P®LACEI 'TREATVEM 5" rTN 'TREATMENT 1' ' Ste' S.11 ALIM'NUP STOW EEVEF PIPE IPAPTI CEM NT SF'T SON, DELETEH "RUCRPt ten Protntlrl 106t.Hg MA:I EA Trxtwrt S". B-M.0 PVC SETFF F:PE (PAFf1Al REFUGE T .^,1pN ULM PARAPV, 1 B-0S,tO CLCTILE -M-k 61y FIFE 'PAFT:C i�iACEMFl.' SFC^.Cn�' DELETE PAMGWo 1 B-b ILUMIFATIONN. SISMU. ELEMCAL B-2F 1 COCU'T IREPLACEME,•^ THE CDDU:T P.V.C. - NO►METALLIC SMLL CONFOW TC ARTICLE 347 OF THE CODE AND AM STANDARDS. tTHE CONIXT SMALL E OF THE TTIO TYPES ICICATM ELa, 111 SCHEDULE & EXTRA HEAVY VALE.P.V.C. CONFORMING 1C ASM1 STAMMAODS. 12) C'HECL;E AC HEAVY VALL F.V.C. CONFOWIK TO Aum STAKAIDS, 9-25.2 JUKTIM. O<A_KS ERETLAUNM SERIDNI JUKTION SIRES SHALL E RE.'WOCW CONCRETE rTr STEEL FRAME ANCKASE IN PUCE AK STEEL COVED PLATE IC:APDK PATTEPN) AS :NC:CA'H CN DETAIL SHEETS. THE /NQpIFTIDNS DN THE COVERS OF THE AUCTION MIKES SMALL E AS FOLLOWS; !1) SIGNAL ONLYI 'SIGNALr 121 STREET LIGHTING ONLY1 'LIGHTEN,(• 131 TMFFIC SIGNAL AID STREET LIGHTING FACILITIES, 'IS-LT- THE ABOVE INWPIPTIDE SMALL ROT IS HIGHEP THAN THE TOP SLMFACE OF THE COVEN PLATES. SIFPLEMENTAL SPEC:FICATIM REVf D6/1G/S5i FADE 40 R-29,3 CpHOJCTORS CABLE IREPLACENEMT SECTION] ALL 516NAL COKECIOS AS 1ECICA`E1D ON THE PIAMS SMALL E STRANDED COPPER AK SMALL EWFU' :.0 VOLT TWO I%E,,ATIOA OF THE SIZES MISS CM THE PLANS. ALL NULT: COWIETORS USE FOP THE SIGNAL FVSTEM SN.LL CONFORM TC "WU rABLF PPDVISl CMS CONTAINS IN THE STAAOAS WEGIFIOATIOMS AK SHALL E IF THE SIZES NCTS ON THE SIGNAL WIR:NG. DIAGRAM. THE 22: CABLE IK:LATE FOR THE DETECTION U10 PE'UTA'. CABLE SM.:1 E A SPECIAL COMMUNICATIONS CABLE. THIS CABLE SHALL E ELCEN. ELCFC:L V2C. RT FOWL, W:TH F!A AVG CONCLCTDRS STRAKE (19 . 27). THE CABLE SMALL HAVE POLYETHYLAME IMSULATS COPPER COKUOTOAS, AN ALLN:KV SHIELD, A TINNED COPPER DRAIN WIRE AK. A CHR^,NE VINYL JACKET. THE Lc SNCELD6 PRE- EMRION GETECTOP CABLE SMALL E " R13S GABLE OF EQUIVALENT. THIS CABLE 9:LL RAW. FRS ' THE DETECTCF LNIT TC THE COATROLLIF CABINET AK NC SPLICES WILL E ALLOWS. THE SM.ELIS COMUM:CATIDNS/S:GML IN4ICOMELT CABLE SHALL MEET THE FOLLOWING: 1. WKIETCAS: SOLIC. SOT DRAWN, AkWLALEE COPPER, SIZE 19 AWG. 2, IWALATIOM: SOLID, VIRGIN NCGH DENSITY PLLYETYLENE OF POLYP"DF`VLEK.W:IH TELEPHONE fi:KUSTPY COLZF CEDING. 3. CABLE CORE ASSEMBLY, :NSULATS COKUCTCAS APE TWISTS INTL PAIR-' 9:7H VAMING LAVE IT:ET LENGTHS TC ' MINIMIZE CASS TAU AK NEST STFICT CAPACITANCE UNITS. A. 6MELDING: A COPOS:D%'OIDATION RESISTANT TINTS ETHYLENE CCKLYNEF COATS IWTH SIDES] .00r TRIO GLNRUUTS ALLM:HIM TAPE SN:ELC IS APPLIED LONGITUDINALLY W:TH OAPLAF TO PROVIDE 1005 ELICU:CAL SH:ELC:FG COVERAGE. A ,Of CORRUGATE NAPE APPLE IN THE SAME MAMEP :S ACCEPTABLE. S. OUTER JACKET: A SLAG, LOW DENS:TV MOGH MCLECJUR EISHT VIRGIN PCLYETHYLIE ICOPOLRCE TC WITHSTAND SINLIW. TEMPERATURE VAF:ATIDAS AK ETHER EMV.PONMENTAL CONDITIONS PLUS ABUSE OLR:NG INSTALLATION! IS IXTRLCS OVERALL TC PROVIDE A CONTINUOUS COVERING. ' B FOCTAE WARNINGS: FDC^ACE MARKINGS WWI! E PRINTS EOUENTIALLY A MINIMA O 2' ALONG THE OUTER UACET. 7, FILLING: THE ENTIRE CABLE WITH:N THE OUTER ,MOLT IS FLOODED M:TH PETROLELP-POLVETWLEM EL FILLING CCMPOUM INCLULIK THE AREA BETWEEN THE OLTEP J ZAET AK THE SHIELD. EKH HIRE SMALL E MMERE AT EACH TERM:NAL EK WITH A WFAP-ARCLX TYPE N!KREF:NG STF:P ACCCIC:Nu TC THE SCHEDULE ATTACHE IC THESE SPECIAL PROVISIONS. ALL WIFE$ TEWINATS AT A 16WINAL BLQF SHALL HAVE AN WEN tie, CRINP SOLE SOLDERIESS TERMINAL. ALL TERMINALS SNLL E IMSTALLEC WITH A IDOL DESIGNS FOR THE INSTALLATIGN O THIS TYPE CF TERMINAL AK CAIMPINS WITH PLIERS, WIRE CUTTERS, ETC., WILL NOT E ALLOWED. ALL W:P:NG INSIDE THE CONt ADLLEP CABINET AM AT INTEPMEEIATE POINTS SMALL E TPIMHS AK CABLED TOGETHER TC WE A MEA7 AK CLEAN APPEARING INSTALLATION. MC SLICING OF ARP' TRAFFIC £IWLAL COKUCTCF SHALL E PERMITTED MUSE OTHERWISE INDICATED 0% THE PUNS. ALL CCKICTOA FLAS SHALL E PULLS TC THE APPROPRIATE SIGNAL TERMINAL COPAPTNENT CGR SITH PRESSURE TYPE BIKING POSTS. THE CHLY EXCEPTIONS SHALL E THE EDUCES FOP OFTECTOF LOOPS AT THE MFAEST JOET EON BO TC THE LOOPS. THE CONTRACTOR SMALL PROVIDE AK INSTALL ALL THE 16CESUM WIRING, FUSEL AK FITTINGS SC AS TC COMPUTE THE INSTALLATION E THE SIGNAL AK UGM:NG EULIPPLKI, AS SHOWN ON THE PUNS, ALL MATEA:AS AK IH5TALLA7:O 1001, EXCEPT AS M^E' OTHERWISE HEREIN, SMALL COMPLY WITH APPLICABLE SECTIONS OF THE NATIONAL FUCTFICAL DLEt, ' SLPPty H_r:.. SPEC IF:CA`30NS REVIOW`1O.K' FREE Al 1 6-29.3 COWINt$ INSCALL.IION OF ALL 11,llK SW.LL COIFOW TO APPLICABLE PROVISIONS COMTAIIM 30, TK STAILAR: EEC;FICA 10M 1 WEPT AS SPEC:F:EE KNE:M. COMUCTDAS AK CABLE SHALL COIFORM TC TK APPLICABLE EECIFICATIDWS AS FOLLOWS: ' III V*JSS CTHE%r$f MOTE. ALL ELECTRICAL COILICTM SHALL BE APPRCM STMICE C(PFEF COFORP:MG TC APPLICABLE PW?OM9 OF ASTN STAICAICB. INSULATION 6MLL E 60C VOLT PU.STI[IZE POLYVIWL CMLOF.DE. POLTETM'LEkE, DR CK/ICALIY CROSS L:WEL POLYETil'UNE, COIFOPMING TC APPLICABLE PQMI ON5 DF A_RN STAILArCS, PCLYETMY{ENE CO69UICS SML_ W7 E USE WHERE EXPOSE TC SUNLIGMT. TK SRADE IMSULATIOM M CAE Tk:CSNE55 614ALL E LSEC. 12: *471-COICUCTDP CABLE SHALL E USE POP lMFFIC SIGNAL DtMM., AK SHALL BE MT® TC OPEMIE DN 6CC VMS. LIE/V:DLAL MICLCTORS SHALL BE STRANDED COPPER, SMALL E INSULATED R:TN A NIAIMP E 45 MILES PLAS:C:ZEC PCLYV;WL CMLCRIDE COMPOUIC, OR APPPAVE EQUAL, MC Sm" It MOP CmE AIL OF S:ZE LILTS IRA TABLE ELDb. THE IfEl'i UAL CONDUCTORS SMLI E CMSC AK OF SIZE LISTED IN TABLE ELCA. THE 31CIVIDWL CONDUCTORS 6MLL BE CABLE TCGETNEP s.TF CABLE TAPE AK ENCASED Ik A POLYVINYL CO.DROE SIEATr 75 NILS TMIM, lKSLiA'ICM SHALL MNFGW TC APPLICABLE PORT;DNK OF AST). STAILAK APPLICATIONS. AG Mom. St"", CIACL:T Plate feSMSS Gun. CO„ducto, Colo St•loo A IA 1W27 Raq. Tattoo, Groon MOM A. 1e 1047 Red, Vott". Greg. MHtsimto B to 16,127 PAo, Talton. Gres, I:Sck B' 14 1W27 Red, Yet too. Green Buck-Buck C 14 IBM Red, Yot lob S".n write S,pnot Cos. 12 Wn ski o None CartroL Cox. 12 Ism W,te State Or Green Dotcicr........ A,B,C 12 1W25 BucA None Us. 12 WEE PUto Mono Span........... .... is AL27 Red, T.Ltas, Crs.P e;u. F ugM.Is........ 12 W25 Stock Mon. 4nua......... 10 16123 Bucl Mcn. A its mote..... .... 12 11/25 stock I,pnr I not lls tat:.. 10 1S,'23 white Non. Attornote..... .... 12 1W25 White or G"s,' None ' 1A LV.-t bloat m- mle aMO1t bo owacPieo as per like ltltpnnp typical It .Olrotio.51 lei 2 Conduct., — 2 No. 12 ABG, ISM MOM, een.tetmp of a block end onto, wndotttr. lb1 5 Ddnduc:cr — 1 M. 12 ABC. an,t.1 1 Mo, 12 W, Nit, Nitr prowl or buck .tr,pq and 3 W. 14•s con.un nG of Fifes. A. fc7 2 COM"101 — T Mow, 12 AMG. ants: 1 Mc. 12 AMC. abrto Brsor or buck .trips; end 6 Mc. 14'. cW".t-N of Pcas. A ac0 B. idl " toriuctor — 1 Mt. 12 AVG, N+t,l 1 Iw. 12 AMG NTte site pis" or Viso strip.; And 9 Me. 1:'* conout,np of PMo.A A, B a„d C (01 20 CCMucter — i Ito. 12 AL, song; 1 so. 122 MFG. Nits sob orsN or bib" Stop, sea is M. 1A's conuat,n6 of PMow A. A'. B. S', C and Wen. 1 SUPPLEMENTAL SMIFICATIM REVIN/IDN.-I PAGE 42 9-29.2 CONTINUED 11181N1 WILL E ARRANGED 60 THAT O"IHATOS OF THE ABOVE CABLE ASSEMBLIES SHALL E USED. WITH THE VICEMDN OF TY'NE KNr INSU.TION. THE NININUM INERATION THICKNESS ESS FOR ANY ELECTRICAL CONDUCTOR SHALL E 3/64 INCH AM THE MINIMUM ACCEPTABLE INSULATION THICKNESS SHALL PEFEP SCLEY TO THE YMICAESE OF THAT ' INSULATION INCIATELY ARDUMD 'by CONDUCTOR AND E%CL LING ANY SHEATH OR JACKET THICKNESS. INDUCTION LOOP DETECTORS SHALL E INSTALLED IN A SAM-CUT IN THE PAVEMEw M THE CONTRACTOR BERE 71DICATED ON THE PLANS OF AS LIRECTED BY THE ENGIAEEP. THE WIRE TC E USED IN THE INDUCTION LOOP SHALL E N0. 12 A.B.G.. TYPE USE. MHW OR RHO INSULATION. SEE DETAIL SHEETS. 4­20 A ME$5E101]CABLE F•TTINGE - DELETE PY5.5 POUF LINE HANDWANX - OELETI ' b'28.5 LJEM STANDARC< (REPLACEMENT SECTION] LIGHT STAHOARDS SMALL E SPUN ALUMINUM IN ACCORDANCE DETAILS SHIN. IN THE PLANS, AS SPECIFIED IN THE TECM6ICAL ' PROV:SIOMS AID AS DU,TLINE HEREIN. 8-26.8(31 TIMER LIGHT $TANDARDS TIMER ST PI.IM PpLE�S TIMBEP SERVICE SLPP0MS - DELETE ' 9-22.7 LUMINAIPE FUSING AM EL6CTFICAL CONNECTIONS AT L:SHOT STAHDARE BASES IPEPLACEMENT SERI H ELECTRICAL DISCONNECTS SMALL E INSTALLS AT ALL LIGHT STANDARD BASES. FUSE HOLDERS SMALL E BATIIPROOF. OL:ICK ' DISCONECT TYPE, S.E.C. OR APPROVER: EQUAL. FUSED OU-T DISCONNECT KITS SHALL PROVIDE BATERFRDff IN LINE FUSE PROTECTION. ALL CONNEC71DNS SHALL E MADE CTM COMPRESSION F1TTINO$. UPON DISCONNECT. TE FUSE bHAll RETAIN 1M THE LOAD SIDE OF THE KIT. ' THE FUSES SHALL E LOCATED 1% 7% LOCATIONS, THE FIRST BEING INSIDE THE HAND HOLE AT TE BASE OF THE POLE Aft THE SECOND BEING PROVIDED FDA THE COMPLETE STREET LIGHT SERVICE (IF SPECIFIEDI SHALL E LOCATED IN A TYPE •e' JUNCTION BOX AS HEAP AS PRACTICAL TC THE ELECTRICAL UTILITY COMPANY'S VAULT OR PULE ISDUPCE OF PMIEF FOP TE ' SYSTENI. FUSES FNNNISHED FOR ALL LIGHTING CIRCUITS SHALL E CAPABLE OF HANDLING THE OPERATING VOLTAGES OF THE CIRCUIT INVOLVED AN SMALL HAVE THE FOLLOMCMG CHAMACTEKSTICSR 1. FUSES SHALL E CAPABLE OF 20911UYELV SUPPORTING 1103 OF THE MATE' LOAD. 2. FUSES SHALL E CAPABLE OF SUPPORTING 1351 OF THE RATED LOAD FOP APPAUXIN.TELY ONE HOUR. ' 3. A LOAD OF 2003 OF RATE UAD WILL EFFECTIVELY CAUSE INSTANTANEOUS BLOWING OF THE FUSE. A. FUSES $HALL E RATED AS LISTED BELOW AN SHALL E SIZSC TC FIT TE FUSE COMAIMEPS FUMNISHED ON This ' PROJECT. ACMFOIhG TC THE RAMFACTUREF'S RECOHWENATIONS THEREFOR: LU►:NAIRE SIIf SERVICE YCLTAGE ' 1.000 W 15A A00 6 IDA 2SO W IDA ' 20C B ICA 1h 6 iCR M B IDA IOC 6 ICA 5. FUSES SHALL E UL LIFT® tSt 'LEMEh,A. SPELIFICATIDNS PEVIO6l10/651, PAGE 43 9-29.9 MAST ARMS, CROSS ARMS AID TIE RED - DELETE 9-29.9 BALLAST. TIAN40RMER6 IREPLACEHENT ECTIOMI BALLAST FOP HIGH PRESSURE SODIUM VAPOR DIPS GHALL E DESI6VED TO PROPERLY OPERATE 100 MIT SSA. 150 WAIT fi5. 200 WTI 866, 25C WTI 950, ADC MATT BAP. BALLASTS FOR N.P. SODIUM VAPCP LAWS SMALL E AN INTERNAL 240-1'_,T REGULATOENTYPE IHHIGH POWER FACTOR), THE BALLAST SMALL E PRE-WIRED TO THE LAW SOCKET AM TERMINAL MARC. THE BALLAST SHALL HAVE AN ALLONABLE VOLTAR VAP'.ATION OF LESS THIN 10%, NO CAPACITOR, TMMEONEP, OR OTHER DEVICE SMALL FWLCY THE CUSS U COMPOUNDS IDENTIFIED AS POLYCHLDRINATED SIPHENYLS IP.C.B.1 AS DIELECTF:C- IWLANT6, OR FOP ANY OTHER PURPOSE. EACH BALLAST SHALL HAVE A MANE PLATE ATTACHED PERMANENTLY TO THE CAE LISTING ALL ELECTP:CAL DATA. ' P-25.1C LLMIMA:PES IPEPLACEMEHT SECTION) ALL LUMINAIRES SMALL E OF THE DISTRIBUTION TYPE AK WTTAE INDICATED IN INS PLANS. ' LUMINAIRES SMALL HAVE A CA6;-ALUMINUM HOUSING PROVIDING FOR A SUP-FITTEF TYPE MOUNTING AID CAPABLE OF ADAPTING TO A 2-INCH C'METER PIPE TENON. LUMINAIRES SMALL E E THE COBRA HEAL STYLE W:Tr AN OVATE FORACTOP [DROPPED LENS) FOP ARTERIALS AID A CLEAR FLAT LEE FOR RESIDENTIAL ROADWAY APPLICATIONS. ' Tit LUMIMIRE SMALL :NCUDE THE POP DOOR FEATURE. THE LUMINAIRE SMALL HAVE A BASKET BETWEEN REFRACTOR AK REFLECTOR. A GASKET OR FILTER MATERIAL SHALL E PLACED ' BETWEEN THE LAW SOCKET AHD THE PEFLECTOP, Tit MANUFACTURER'S NAME OP SYMBOL SMALL E CLEARLY MARKED ON EACH LUMIMIRE. ' EACH LUMINAIRE SMALL HAVE A EATEP-RESIGTANT. ANSI-APPROVED DECAL ATTACHED TC THE BALLAST MOUSING SC AS TO E READILY VISIBLE FROM THE GROUND. THE DECAL SMALL E APPROXIMATELY THREE INCHES SQUARE AND THE LEGEND SMALL E A MIN:MUM OF TWO INCHES IN EIGHT, THE DECAL SMALL E GOLD IN COLOR WITH LANE WTTASS INDICATED BY THE FOLLOWING ' NUMERICAL LEEMCM 7 FOR 7C WATTS 25 FOR 25D WATTS ' 1C FOP 100 WATTS 91 FOR 210 WTI$ 15 FOP 150 WITS AO FOR ADS WATTS 17 FOR 175 WATTS 70 FOR 700 WT7G 20 FOP 20D WITS X1 FOP 1.000 WT ALL LMINAIRES SHALL HAVE THEIR COMPONENTS SECURED TO THE LUMINAIRE FRAME W:TM STAINLESS STEEL MOLR.TING HANOWRE (NUTS. BOLTS. WASHERS, MINCES. ETt.). THE HOUSING. COMPLETE WITH INTEGRAL BALLAST. SMALL E WEATHEP-TICVII, 8-29.11 CONTROL EQL:PNENT (REPLACEMENT SECTION) ' UNLESS SPECIFIED OTHEftISE, ILLUMINATION CIRCUITS SMALL E CONTROLLED BY A CONSINATION OF PHOTOELECTRIC CON?POLS ARE LIGHTING CONTACTORS AS ACTED IN THE COATRACT. ¢29,11111 TIME CLOCK CONTRO.4 - OELETE 6-29 tt12) PHCTCELE^TIC CONTROLS IPLPIACEMENT SECTION) PHCTOELECTPIC CONTROL SHALL E PWPIN DEVICES, RATED TO OPERATE M WC VOLTS. 60 N2. THE PETC-CELL SAN' E A SOLID 5'.._ DEVICE WITH STABLE TURN-ON VALUES 1N THE TEMPERATURE RANGE - 55 DEGREES C TO -70 DEGREES C. E PMOTC-CELL SMALL E MOUNTED EXTERNALLY ON TOP OF THE LUP.M:PE. 1N A CON.TACTCP-CONTIDLLFD SYSTEM. THE ' PCTQ-CELL TO CONTROL THE 6YS7EM SMALL E MUNIE ON TE LUMINAIRE NEAREST TC THE EPVICF/CWACTCF CAE-.NET. THE PHOTD-CELL SMALL E CAPABLE OF 9%0CHING 1.000 WATTS OF IMAMESCE67 L= -OW AS MiN, ' SUPPLEMENTAL SPECIFICATIONS REVIOS'10/851 PAGE Ac 9.29.1201 ILLMINATION C1MCU:T SPLICES (REPLACENEr 6ECTIDM1 ' ALL SPLICES AND TAPS SMALL E MADE USING GOLDERLESE CRIMP CONNECTOR$ ON IMDERGRDUND CIRCUITS TC SECURELY JOIN THE MIRES BOTH MECHANICALLY AMC ELECTRICALLY, ALL SPLICES $MALL EMPLOY EPDXY ESIN FILLED IN CLEAR PLASTIC MOLDS TO FORM A WATER TIGHT $SAL. ALL MATERIAL USED :N THE SPLICE NIT SMALL E COMPATIBLE WITH THE WIRE AMD ITS INSULATION AS USED IN THE UGNTING SYSTEM. ' B-2$.13 TRAFFIC SIGMA' CONTROLLERS IREPLACEMEM SECTIONi t THE UNIT SMALL OPERATE ON 120 VOLT. 60 CYCLE, SINGLE PHA E SE ALTERNATING CURRENT ANC SHALL USE THE POWER LINE FEOUEMCV AS A TIME BASE, THE TRAFFIC SIGNAL CONTROLLER SMALL MEET THE EQUIRBIENTS OF THE NATIONAL ELECTRICAL MANUFACTURERS ASSOCIATION (MEMAI STANDARD PUBLICATIONS. COMPONENTS SUCH AS RESISTORS. CAPACITORS. DIMPS AMC TRANS:STOE SHALL BE INDIVIDUALLY REPLACEABLE UTILIZING APPROVED STANDARD SOLDERING TECH$QWS. INTEGRATE CIRCUITS SHALL BE MOUNTED IN GOCIET6 AND SHALL E EASILY REPLACEABLE W:THOLT SOLDERING. ALL COMPONENTS SMALL E STANDARD 'OFF THE SELF' ITEM$. TE TRAFFIC SIGNAL CONTROLLER SHALL E CAFABLE OF INTERFACING WITH THE WULTISM/C REAL TIE. MASTER COMPUTER. THE CONTROLLER SHALL E CAPAEI.E OF BCTN OW LIE OPERATION (CONTROL BY THE MULT:SONIC MASTER COMPUTER) ARE STANIBY OPERATION, THE CONTROLLER SHALL ESTABLISH THE SEQUENCE IF L.GNAL PHASES, INCLUDING OVERLAPS. IN CONFORMANCE WITH TE SIGNAL PHASING DIAGRAM M THE PUNS. WEN OPERATING THOUGH THE prUE RASTER COMPUTER (MULTISOMIC MASTER) TE CONTROLLER SMALL E CAPABLE OF OPERATING EITEF 1N A FIXED TIME MODE OR IN A FULLY-ACTUATE MOVE WITH VOLUME DENSITY ON EACH PHASE AS EOLIRE. ALL CLEARANCE TIMING AMC PEDESTRIAN TIMING GALL E ACCOMPLISHED AT THE LOCAL INTERSECTION. 9-29.1312) FLASHING OPEMTIDE (REPLACEMENT SECTIO1 ' FLASH UNIT SHALL E A TWO CIRCUIT TYPE, CAPABLE OF SN:TCHING LOADS UP TC iDOO WATTS PEP CIRCUIT ALTERNATELY AT A RATE IF 6C FLASHES PER MINLTE EF CIRCUIT, PLUS OF MINU5 TWC FLASHES PER MINLTE. ' 9_y25.13131 EMERffW:Y PRE-EMPTION (MEPLACME 7 SEC:IMI EMERGENCY VEHICLE PREEPTIDN SMALL E FURNISH$ E:THEF AS SEPARATE UN1TS OF AS MODULES THAT PLUG DIRECTLY INTC ' A NACA VCRGO TO ACCEPT 3-M CICRIPINATOF TYPE UNITS. THE PREEMPTION SYSTEM OPERATION SMALL E COMPATIBLE WITH THE 3M COMPANY 'OPTICUP SYSTEM WHICH THE CITY OF ENTON 15 CURRENTLY USING AND SHALL E CAPABLE OF BEING ACTIVATE BY THE 541E TRANSMITTERS. ' WEN A PREEMPTION DETECT( DETECTS AN EMERGENCY VEHICLE, THE PHASE SELECTOR SMALL MOLD THE CONTROLLER IN THE EGL:RE PHASE OF ADVANCE DIRECTLY TO THAT PHASE AFTER OBSERVING ALL VEHICLE CLEARANCES, THE PHASE SELECTOR SMALL HOLD THE CONTROLLER IN THE PHASE SELECTS UNTIL THE DETECTOR NC LONGER DETECTS THE EMERGENCY VEHICLE. ' WEN THE PHASE ELEC.OF IS ESPOMING TO ONE DETECTOR, 11 SMALL MOT RESPOND TC ANY OTHER DETECTOR UNTIL CALLS FROM THE FIRST DETECTOR ARE SATISFIED. INDICATOR LIGHTS SMALL INDICATE POWER ON, SIGNAL BEING RECEIVED, CHANNEL CALLED. SWITCHES SHALL CONTROL SYSTEM POWER AND SIMULATE OETECT.P CALLS FOR EACH PHASE. ' P 2M131A1 WIRING CIAGF115 IREPLACEMEN' SECTION; ' THE CONTROLLER CAB:MET SMALL HAVE A WATERPROOF ENVELOPE WITH A SIDE ACCESS ATTACHED TC TE INSIDE OF THE CABIET DOOR. AT THE TIME OF DELIVERY THE ENVEII.PE SHALL HAVE FOUR COMPLETE SETS OF SCHEMATICS AMC MANUALS FOR ALL ASSEMBLIES AND SUD-ASSEMBLIES. 9-28.13(61 RACK 1NTEEEPENCE SUPPRESSOE IREPLACRHENT SECTIMI • CORELL-OUEILFR RALIC INTERFERENCE FILTER K 10801-1 30 AMPS OF EQUIVALENT SHALL BE USE TC FILTER THE A,C, ' POWER. ADCITIONMLLY. ALL POWER SUPPLIES SHALL HAVE HEIE IMMUNITY FROM OTHER DEVICES WITHIN THE CAE:NET. ' SUPPLEMENTAL SPC:F:UTIDNS REV(OGIC/651 PASS A6 tF2B.10171 TRNFF SC-4^iLATE CONTROLIEE IRSPLACENEM SERIDNI ALL TIMING FUNCTIOE AN, INPUT AFC OL.?Pt,T FEATURES FOR FULLY-ACTLATS, VOLUME-0EWITY OPEFUT:M EMU E ' PMIVIDS In ACCORDANCE WITH MENA STAMARDS. THE CONTROLLER SMLL PROVIDE FOP SCTIING EACH TIMING INTERVAL BY MEANS O POSITIVELY CA'.1MATE SETTINGS, THE TIMING FUNCTIONS SHALL E ON THE FOR' OF THE CONTROLLER UNIT OR SHALL HAVE REYOQURE ENTRY AMC LIOLIC CpYSAL DISPLAY. FOP THE STANDBY OPERATION. THE TRAFFIC SIGNAL CONTROLLER EMU INCLUDE ALL CIMCLITM REQU:RM TO PROVIDE ALL TIMING AMC ALL FUNCTIONS FOR SIGNAL Opt NATION IN A FULLY-ACTWTE MODE. SURVEY OPERATION SHALL e ALTIMATICALLY OCCUR UPON OPENING OF INTERCONNEC' LIES, FAILURE OF CENTRAL MASTER COPUTEp, OR WHEN SPEC:FIEC BY THE RASTER. THE SANDBY OPERATION SHALL FOLLOW AMC E COINCIDENTAL IN PHASE TO THAT PHASE KING DISPLAYS AT THE START OF STANDBY AERATION. 1RAM3Ep FROM COMPLIER SWERVIS:DN SMALL NCT CALL LP A STAKING YELLOW. 9-29.I3I7IA ENVIRONMENTAL. PERFORMANCE AMC TEST FTANDADS FOP SCLSD-STSTE INFF•' CONTROL FRF (REP EYES. I!Dhl ' THE TRAFFIC SIGNAL CO "DLLER ASSEMBLIES, INCLDING THE TRAFFIC SIGNAL CONTROLLER, ARIL AAY CONTROL FCL:PMENT ANC CABINET SHALL K SHOP TESTS TO THE SATISFACTION OF Tie EMGINEEp. TESTING AID CHEQ-OL^ CF ALL TINT:NG CIRCUITS. PHASING AN SIGNAL OPERATION SMALL K AT THE CITY OF MENTOR SISNML SHOP, MENTOR. WASH:NCTON. THE SIGNAL SHOP W:LL MARE SPACE AVAILABLE IC TE CONTRACTOR FOF THA REOUSRM TEST DEMONSTRAT:ONS. TE CONTRACTOR SMALL ASSEMBLE THE CABINET AID ELATED SIGNAL CONTROL EQUIPMENT PE1DY FOR TESTING, A COMPLETE DEMONSTRATION NT THE CDNTpACTCP OF ALL INTEGRATE COMPONENTS SAT13ACTOFILY FUNCTIONING SMALL GIANT THE TEST PERIM. ANY RALFUNC1I0n SHALL STOP THE TEST PEA;Q UNTIL ALL PARTS ARE SATISFACTORILY OPERATING. THE TES SHALL E tMENCS ON74 A MININIP OF 72 HOURS COMINDUE SATISFACTORY PERFORMANCE IF THE ENTIRE :NTEOMTS PETER HAS BEEN DEMONSTRATED. THE DEMONSTRATION BY THE CONTMNCTOF TC TE ENGIEEP OF ALL COMPONENTS FUNCTIONING PACPEK.Y ' SMLL NCT RELIEVE TE COMRACTDF OF ANY ESPDRSIKLITY RELATIVE TC THE PROpEP FUNCTIDH:NC O ALL AFORESA?S CONTAC. GEAR WEN FIELD INSTALLS. S-2S.11171B AIMILIASY EQUI PMFNT FOF TRAFFIC AC?W.TE CONTRC' FTE 1pEPLAGEMENT EECTIOH` ' POMEF WTCHES THERE SHALL K A MAIN PORES SW:TCH INSTE THE CAEIMET TMT SHALL MERCER ALL CDN'PDL EQUIPMENT ELECTRICALLY OEM RER TUNS OFF. TEE SMALL K A CONTROUFF POWEF WTCH THAT SMLL MERCER THE CONTROLLER AIC LOAD SWITCN:N; DEVICES ELECTF-ALLY DEAL RN:LE MAINTAINING FLASHING OPERATION FDF PURPCSEE OF CMNCING CONTROLLERS OR LOX 0 SWITCHING DEVICES. STOP TIME BYPASS SV.TCN ' THEE SMLL E A SW:%" IN THE CABINET IDENTIFIED AS THE STOP TIME BYPASS GW:TCH. IF THE INTERSECTION IS PLACE ON FLASHING DRPAT:CN EITEP Bf THE FLASH SWITCH OR THE FAIL SAFE NONSTOP, THE CONTROLLEF SMLL INMEIATELY STOP TINE. THE STOP TIME BYPASS SR:TON SMALL RWCVE STOP TIME FROM THE COMTFCLLEP ARE PEW:T NORMAL CYCLING ' OPERATION RN:LE THE INTERSECTION RFMA:MS IN FLASHING OPERATION. DETE'TDP TEST SWITCH ' EACH VEHICLE ARC PEDESTSIAN PMSE SMLL HAVE A MOMENTUM (SPF:NG RENAL DETECTOR TEST SM:TCH. WNEn OEFESSEI. THE SWITCH SMALL PLACE A CALL ON ITS RESPECTIVE SIGNAL PHASE. CONVENIENCE OUTLET AND LAMP SOCAET A CONVENIENCE OUTLET PROTECTS W:TN A GPCUC FAULT INTEAAFTEF AN AN :RCAMDESCENI LAW SOCKS? SHALT E ' FUFN:SH2 1N TE MIN CABINET. A DOGS SWITCH FCR TE LAW SHALL E PROVIDE. THIS C:MCU:T SHALL E PPLIEC EC BY A CIRCUIT BRLAAEF RA?E A' 2C AWE. SLPPUENENTAL OPEC:F;CATIMS pEVIOL'1G,'B51 PAU AS 1 0-E6,131716 COWIN,$ FA: SAFE Vk:l THE FAIL SAFE UICT SMALL NOCTOF ETM THE POSITIVE AK NEGATIVE PORTIONS OF THE A.C. SINE WAVE FOP ALL GREEN. ' AMEF AK P®E6TPIAN MLA IMICAT:DNS. TMS DURAT:Ck OF A C:SPLAY OF CCIFLICTIK IM: AT1CNS SMLL hr, E LONG EKLCt TC E VISIBLE TC MLTMrS OR PEOESTF:ANS KRONE THE KKTDF INITIATES FLAuNM6 OPERATION. THERE SMLL E A VISLAL :ODIDAT:O. THAT THE MOMITOP NlL PPEEIFTEC NOIF4. OPERATION. ' 6UZE PROTECTOR ILISMTING AgESTER; THE CONTROLLER SMLL HAVE AN INPUT VOLTAGE SURGE POCIECTLF TM: SMLL PRCTECT THE CONTROLLEP INPL7 FROM APED VD,TAE SUPOES THAT COULD DAMUE THE CONTROLLEP DR AM OF ITS CWCK%T$. FELL WIR•NG TEWIML t 'UERE SHALL E A TEW:ML STRIP FOR FIELD N:F:kG :N THE CONTROLLER LAS:NET. THE TEW:HALE SMLL E MIMEFEC IN A=FCAICE FIT" TIE SCNBMT:C FIRING CIAO" ON THE PLANS. IF A DIFFERENT N1MEE:NG SISTER I6 USE FOF THE CABINET WIPING . THEN ETH MUPERS $HALL LABEL FACM TERPINAL Alt THE CAMWEI WIRING SCHEMATIC DRAWKm SHALL INCLUDE THE FIELD WIRING kUNERS WHERE THE TEWIML STRIP 16 ILLUETRATED. A CONOk BLS MR W:TH A Kk.MUM OF 15 TEWIAALS AK A 0ROUC BAR WITH A HIM" OF 6 TEWIRALS SMLL E PROVI06C. COP.-EP INTEFACE UN:T INTERFACE COMMUNICATION DEVICES SHALL E DESISNIE AS SEPARATE NITS UP AS MODULES THAT PLUG DIRECTLY 1M,C THE CONTROLLER CASE. THE COWLTICATIDN DEVICES SHALL E USED FOR OWLIkE CONFUTER CONTROL OF THE INTERSECTION ♦K ' SMLL E CAPABLE OF TRAKSK:"ING ALL DETECTOR AND S:GHAL STATUS IIFONHAT10N AM RECEIVING AND DECODING COPMK :WCFMTION FROM THE CONKTFP ALL IN CONFORMANCE AK WITN:N THE CMASILITT OF THE NULTIMMIC RASTER COPLTEP UN:T AND THE INTERCONNECT CABLES. IN THE EVENT OF LIS OF S:GNAL FROP THE MASTER CONFUTER THE INTERFACE ' COWWUk:CATIOk DEVICE SHALL EAFLM IK LATEST 67ATFOF—APT ENCMIN6ZECODING, KILTIPLE%IMG TECwc LOGIEE IN OgLEF IL PROVIDE FOP HE B:-CIRECT:OVAL CDWUkIGiId. OF DATA ANC COIMAK INFDFHATIOh BETWEEN THE WASTER COFI ER AK THE INTERSK710%. tS-2S.13111t CO(TR0 LEA CAE-N"TF (REPLACEMENT SEMION' EACH TRAFFIC, COWFOLLFF CAS:NEI SHALL PROVIDE A WEATHERPROOF MDUSIK AN.: RAVE THE FOLLO:K REGU:PENENTS: 1. CONSTRUCTION SHALL E OF SHEET STEEL. P, THE CABINET SHALL CONTAIN SHELVIK. BRACKETS, RACKS. ETU. TC SWPOPT THE CDk,ADLLEF AK, ALL AIOILIARY EOG:PMENT. 3. THE CABINET SHALL E OF ACMUMTE S:ZE TC PROPERLY HOUSE THE CONTROLLER ANC ALL AUOILIAFN MO PWEKT AK ANY REQUIRED APPURTENANCES. A. THE CABINET SMLL HAVE A FILTERED AIP INTAFE AK A WSW FAA. THE AIR INTAKE FILTER SHALL E CAPABLE OF INPHiNG FOREIGN BODIES, EUCH AS DUST, LINT. ETL. THE VAT FAN SHALL E IN Tut TOP OF THE CAS/NET AND ' TMEWOSTATICALLT CONTPDLLEL. 5. THE CABINET OODR SMLL E PROVIDED WITH THE FOLLOW/HG: W. THE RA:N DON OF THE CABINET $HALI INCLUDE A TIC PO6ITIOk BAR STOP AK SMALL E SECURED WIT+ A DONE:% ' TYPE E I=. THE M:k DOOR SHALL RISC CONTAIN A POLICE COOP WITH A CONVENT/ORAL POLICE LUCK. INSIDE THE POLICE PANEL THERE $HALL E A SIGNAL DACFF SR:TC"WHICH SMLL PROH:BIT AW SIGNAL C:SFLAY IN THE FIELD BUT W:LL ALLOW THE COMPCL EGU:PNENT TO OPERATE WHEN PLACED IN THE 'OFF' POSITION. A 6ECOK ' SWITCH SMLL E THE ALTOf LASH SW:TCM. WHEN PLACED IN THE 'FLAASPP POSIT1Dk. CONTROLLER POWEP SMLL ENAIN ON AK CONTROLLED SHALL STOP TINE DEPEIDENT ON SWITCH SETTING ON THE kLWILIARY PANEL CESCKMED LATER. W, THE CM:NET SHALL HAVE A METAL ETCH PRIMER COAT UNDER THE F:N:SH COAT. THE F.HISH PAIN' COAT SMLL E A OIM$LE ALIRIINUP DF IMftMDNE SRAM. DP KPIUP 1N COLOR. CAPABLE OF PREVENTING RUEI FOF ♦ KN:HUN OF FIVE 151 YEARS, c. BOTH DOORS IMIN AK POLICE PANELI SHALL HAVE OE-lJCE WEATMEP-PROO NEOPRENE 49.ETE, 1 SUPPLENERTAL OFECIP:LATIONS REVIDL'1GI551 GALF C ' B-2' 15 FLASK NG BEACON CONTRDL - DELETE I-26 tE VEICCU AF SIGNAL IEACE LREPLACEM R EE KIONI VEHCCULAR SIGNAL MEATS SMALL HAVE THE LENS STIES AS SHOWN ON THE SIGNAL PLANE. VEHICULAR SIGNAL MEAL ECJS:WS SMALL CONSIST OP SEPARATE SECTIONS AMC WE EXPANDABLE TYPE FOR VERTICAL MOUNT INS, LENS SMALL K GLASS AMC MEET ' I.T.E. SPEC:F:CATIMS fOF LISHT OTPLT. 9-^5 16'21A OPTICAL Uk:T$ CREPLAOEMENT SECTIDW! THE MEAD OPTICAL Ui:TS BALL CONSIST OF LENS. REFLECTORS. LASE MLLERS, AMC TRAFFIC SIGNAL LAMPS VISIBLE TC THE TRAFFIC KING CONTROLLED AT CISTAMCES FROM it FEET TC SOC FEET LACIER ALL NIGH' AMC TRAFFIC CGK:TICN6 DZEPI DENSE FOG. ALL B INCH CONVENTIONAL HEADS SMALL EMPLOY 67 OR 69 WATT TRAFFIC SIGNAL LAMS RATED FOR 120 VOLT ' OPFRFT:pN. SB5 MINIMUM INITIAL LINENS, 665 M:k:MUM INITIAL LLMEMS, BDOC MR, RATE L:FE. 2 7/1S INCH LISKT CENTER LENC'N, A-21 ILLS. MEDIUM NSF. CLEAR IN ,ALDR. TWELVE INCH CONVENTIOAL MEADS SMALL E FUROR/SHE3 MTN 1SE WATT TFFFIC SIGNAL LAMPS RATE FOP 12C VOLT OPEMTIDk, 1750 MINIMUM INITIAL LUMENS. 600C NF RATE LIFE. 3 INCH Lima ' CENTER UICTH, F-25 BULB. MEIUM BASE, CLfAF IN ..CF, ALL RLLK SMALL BE INC:ALLEE WCTH TH8 FILAMENT OPENING PC:NTED IF. ALL SISMAL LENSES SMALL E IF THE COLOR, SIZE AMC SHAPE AS INDIU N THE CONTRACT PUN' ANE 'PEC:FICAT CMS. OE THE LENS DESIGN SHALL GIVE AN OLTMRC AMC DNNARC DISTRIBUTION OF LISM1 WITH A MINIMUM ABOVE THE MMZDkTAL. THE {ESE SHALL K GLASS AMC SHALL FIT IN TO A NEOPRENE GASKET IN SUCH A WAY `L K IN MLEF THE TERMP OF THE LENS AMC REFLELTOF EEATHENPRCCK AMC OUST-TIGHT. THE REFLECTOF SHALL BE ON PIECE, ALZEK ALUMINUM CDREOIP:HG TO t I.T.F. STARCAMS, THE OPTICAL UNIT SMALL K OESISNE TC PREVENT AM OBIECTIOWLE REFLECTION FF THE SUN'S PATS EVEN AT TIMES OF THE DAY WKS THE GUN MAY SHINE CIRECTLY INTO THE LENS. U .16 .'j PAINTIkG SIGNAL HEACE IPEPLALEMEN7 SECTION; 616ML HEADS, IRCLULIM CLT'ICE OF VISORS AEC DAM. DF SACK PLATES SHALL E FIKISHE2 WITH TY.^ COAT' OF FA.TFY-APPLIED TRAFFIC SIGNAL YELLOW BM.E ENAMEL, THE INE:OE IF THE VISOFLS AMC• FRONT OF BACK PLATES SMALL E FINISHED WITH TWO COATS OF FACTORY-APPLIED FLAT BLACK ENAMEL. PAS tEI31 POLYCAWNATF TRAFFIC SIGNAU MEATS - DELETE B-2' 16:3'J 6 INCH POLYCAABOMATE TRAFFIC SIGNAL HEA^5 - DELETE ' Rr26.16 L1f 12 IALH PC.YCARBONATF TRAFFIC SIGNAL HEAD' - DELETE S-,5A17 SIGNAL MEAC KGWIIK BRACKETS MF FITTING: fPE9UCEMENT 6ERTON] VEHICLE AND PEDESTRIAN HEAL MOUNTING HARDWARE SHALL K AS INCICATED ON THE CONTRACT PLANE AN DETAIL SHEETS. ALL MOUNTING MEWAPE SMALL E PAINTS MYTH TWC COATS OF FACTORY APPOSE TRAFFIC SIGNAL YELLOW BAFE ENAMEL. ■ 0-25.16 VEY�.CU DETECTOF IPEFtACEMENT SECTION; `■ OE-ECTORS SHALL M LSE PUP ACTUATION OF TRAFFIC ACTUATED CONTROLLERS AMC SYSTEM OETE:TION OPERATION. DETERURS ' SHALL K EITHER NUkE77ETEP TYPE, INDUCTION LOOP TYPE. OR C' EP TYPES AS SPECIFIED IN THE CONTRACT. S-24.2D PEDESTRIAN SIGNAL IREPLACEPENT SEC7:CNj ' PEDESTRIAN SIGNAL HEADS SMALL K THE NEON OPID TYPE, OR CTMEF TYPES AE SPECIFIED IN THE CONTRACT. THE HEACS BALL DISPLAY THE SYNBCL MESSAGES. 'MAMA" [FOP THE DO MT WALK MDEI IN POPTLAMC ORANGE AMC 'MI. iF THE WALK MRE'. IN LUMP WHITE. THE MESSAGE MODULE SMALL CCNS:ST OF TWC NEON GAS TUBES ENCLOSE IN A MUSING MADE EF ' 'MDLYCAPWMTE PLASTIC. THE LENS MATERIAL SMALL K MLYCARBONATE PLASTIC. MUSINGS SHALL E CIE CAST ALUM:NUM SHALL K PAINTS MITI TWC COATE OF FACTCRM APPLIED TRAFFIC SIGNAL YELLOW BAKE ENAMEL. THE VISOPE SMALL E LA' BLACK IN COUP. SUPPLEMENTAL IPELIFICATILN' RE OLIGr'651 PAGE 1 9-98,201 NEON GRID TYPE (REPLACEMENT. SECTION) ALL NEON GPID MEA05 SMALL IE EOUIPPE, WITH I-CRATE TYPE VAMi5 MAGI S Mri ICARIONATE PLASTIC DESIGNS TC ELIMINATE SUN PHANTOM. THE MESSAGE NODULE FHALL E PROVIDE] WITH ELECIOXAL CONTACTS WHICH PLUG CIECT0 3NTC RECESSED CONTACTS IN THE TRAMSFORKEn EICLOSINL WHEN THE (MULE IS IN ITS PROPER POSITION, THE POWER SUPPLY IC OPERATE THE MESSAGE "MULL SMALL E 115 VAC PIIH THE 'HAND' SYMBOL OPERATING ON A e5 SATT MAX, AND THE 'MAN' ' SYMBOL OPERATING ON A 38 WATT MAX. P16,2t FLASMSNG BEACON - DELETE ' 1-26.24 SERVICE CAE:NETS !REPLACEMENT GECTIONI ' THE 61uT61VSTRES LIGHTING SERVICE CABINET BALL E AS INDICATED ON THE CONTRACT PLANE Al[ DETAIL SLEETS. ALL ND K ELECTRICAL CONDUCTORS. BUSS SANS A CONDUCTOR TERMINALS SHALL BE COPPER DP BRASS. THE GB:kET SHALL BE FABRICATED FROM GALVAS:ZS COLD ROLLS SHEET STEEL. WITH U CAUSE USED FOP EXTERIOR SURFACES AK to GAUGE FOP INTERIOR PANELS, DOOR HINGES SHALL E THE CONTINUOUS CONCEALS PIANC TYPE AMC NC SCREWS, RIVETS OF BOLTS SMA'.L t E VISIBLE OUTSIDE THE ENCLOSURE. THE CABINET DOOF SMALL E F:TTED FOS A EST INTERNAL IX TYPE LOLL, THE CABINET SMALL NAVE VENT:LATIDk LLUVERS ON THE LOWER AMC HIRER SIDES CC ILETE WITH SCREENS, FILTERS AMC RAVE RAIN TIGHT GASKETS. THE CABINET DOOR SHALL AVE A OE PIECE YEATNEP PROOF NEOPRENE GASKET. 9-2S.RAI1I PAINTING ]REPLACEMENT SECTION) THF. FINISH COAT SMALL E A FACTORY SANDED ON ENAMEL LIGHT GREY IN COLOR, THE 6ALVAN:ZEL SURFACE SHALL E M16 ' SPORE THE BALED ON ENAMEL 16 APPLIED. THE 1NTEF.OP SHALL E GIVEN A FINISH COAT OF EXTERIOR GRADE OF WHITE METAL ENAMEL. ' 6-28.24I21 ELFCTP.CAL C.FC'.':T BPEAFEFS AK CONTACTORS ]REPLACEMENT SECTION] THE ELECTRICAL CIFCJ:I BREAKERS AK CONTACTORS SHALL E AS INDICATE' ON THE CONTRACT PUNS AMC DETAIL BEETS, ' THE POLLIMH:HG EOl1PREKT SHALL BE FEATURE WITHIN THE CABINET, 1, Main Circuit Break Wr 2. Branch circuit breakers S. Uti Nty PLUS (120 aLt-20 AMR rated) G.F,1. TYPE ' ♦. Light control Last witch 112C volt-15 savi S. Contactcr ra Ley for aeon circuit 6. Double Data bearish breKar (a) for tighting circuits 124C void ' 7. One 12C volt. 20 w u,nBLO pots brencn breaker (for utility ptugs. B. Type 3-s.ngte phase 120/24C volt grounded nwtHal &,nice e. One 120 volt AO map single pole breneh breaker (eigwl earrlda] to. CoSLata provisions for 16 breaker octal ' It. Nlsse plate& phenolic black Mitre Write engraving "Lept tha win breaker ahich &halt be red •i%h Mite tottering, All ww plates &hall be attached by S.S. acraw. 12. Meter base section, ,re umiaceasarl tg-29.25 AMPLIFIER. TRANSFORMER AK TERMINAL CABINETS [REPLACEMENT SECTION] ' THE ROLE MOUNTED TERMINAL ®L 6HA6L E MADE OF MOLDS FIBERGLASS, E GREY IN COLOR, E APPROKIMATELY 10' NIGH s B' RIDE s A" DEEP AMC HAVE A MINIMUM OF 16 TERMINALS ON THE TERMINAL B'OCKS. THE BAY SHALL E WEATHER TIGHT, PAVE A SINGLE DOOR W:TF CONTINUOUS HINGE ON ONE SIDE AND SCREW HCLC DOWNS ON THE DOOR LOCKING S/CL ALL HARDWARE WILL E STAINLESS STEEL. B-3C,1 O1UCTIlF IRON PIPE IPAFIT3AL REPACEMENT BECT:ONj ' PARAGRAPH It REPLACE 'CUSS 53 and CUSS 50' WITH 'CLASS 52' SPPUMENTAL SPECIFICA110kS REV[D6,1G,'851 PAGE 49 1 P-3C.3A GATE VALVES (PARTIAL PEPLACEMFKT SECTION. i REPLACE HnAAGRARH 1 WITH, VALVES SHALL E DESI6MM FOR A 01MIALN WATER OPERATING PRESSURE DF SW PSI. BATE VALVES SMALL E I00 L151 14, MUELLER COIPANY NO. A238C. PACIFIC STATES, U.S. METRUPOLIIAN, KENNEDY. OF HASH. iAPPROVAL CF VALVES DTMEF THAN MODELS SPECIFIED SHALL BE 06-AINEC PRIOR TV BIC OpU.NG. ALL GATE VALVES LESS THAN 12" 1N DIAMETER SHALL INCLUDE AN B" a 21" CAST IRE: GATE VALVE BON AK i EYTENS.ONS, AS REQUIRED. ALL 12• DIAMETER AK LARGER GAT, VALVES SHALL BE 1NSIMLEC IN A VAULT. SEE WATER STAKARC DETAIL FDR 12• GTE VALVE ASSEMBLY VAULT AK 1' BYPASS INSTALLATION. i 9-11 3E VALVE NARKEF POSTS )PAETIAL REPLACEMENT SECTION, REPLACE PARAGRAPH 1 W:ThN VALVE MARKER POSTS SHALL BE INSTALLED AT THE ClF AETION OF THE CITY IN T14M EMPA'VEC AREAS WHERE THE i TOP OF THE VALVE BOX CD UO BE COVERS.' BY NEEDS, SHAu&G, RAW OR OTHER NNTERIALS• THE VALVE NNRKERS SHALL E FABRICATED AY INSTALLED IN CDMFDRNKE WITH THE STANDARD OP CA=. iS-3C 5 HYDRANTS IPEFLACEMENT SECTION] Fi RE MDRNTS SMALL BE IOWA. OR AFPROVEV EQUAL. APPROVAL MUST BE DBTAINED PRIOR TO BID OPENINC. i5-30.54 EK CC NECTION5 16EPUCEME.' SECTION) MYCRANTE SHALL E CONSTRUCTED W:TN NECHAK:CAL JOiNt CONNECTION UNLESS OTHERWISE BPECIFIEC IN SIC PROP^GAL 1 DESCPIPTIDA• 9-3D.5B M RANT C:MENSIONS (PARTIAL pEPUCEMENT SERIDNI 1 RELACE PARAGRAPH 1 WITH; FIRE N+DRAHTS SIN-'. E CDREY TYPE (OPENING WITH THE PPESSUPE) CGFONIIING TV AMR. C-SGA-GC W.iH A 6 INCH INLET AND A M.V.G, OF 5 INCHES, TWD 2 1/2 INCH NOSE NOZZLES WITH NATIONAL STANCARC 7 1/2 THREADS PEN INCH AND DHE 4 INCH PUMPER NOZZLE M.TH THE NEW SEATTLE PATTERN 6 THREADS PER INCH. GO DEGREES V. THREADS, G.D. TMREAC 4.6% AND RDCT DIAMETER 4.620. 1-1/4" PENTAGON UP--RATING NLT OPENED M TURNING COUNTER CLOCKWI6E (LEFT), iFiRE MYDGNTS SHALL E TOW OR APPPOV@ EQUAL. APPROVAL MUST E OBTAINED PRIOR IC BIC OPENING. 9-31.7Kl l FOUNCLTIDN MATERIAL CLAB: A AK CLASS B (PA"IAL PEP�ACEMENT SECTION) 1 PARAGRAPH 1, REDUCE 1ST SENTENCE WITH: FOUNCAT:ON MATEP:AL CUSS A ARE CLASS B SHALL E CFUSHED GRANULAR MATERIAL AND SMALL CONFORH TV THE 1 FOLLOWING GPADt..T:DNE MEN TESTED IN ACCORDANCE WITH ASTM 0422. S-3G.718)2 FOUKATION MATER'AL CLASS - DELETE 1 i 1 S 1 EPFL`HENTAL SPECIFICATIONS REV(OL'1C/85i PACE 51, z 0 0 cr a_ U W d U) 1 CITY OF REAFON DUVALL AVE NE SHEP RAIN HE 17TH ST TO NE 23M ST SEWER PWFCI 90. S - 386 SPECIAL PROVISIONS 1-97,16 FPOTEGT IDN IJO PESION�T�OM�F_%iWEPtt 1S11PPEEKNTAL SECTIONS ' PRIVATE PROPERTY SU14 AS RUNTS, SHR'RS, TRIES, FENCES, AM ROMPIES H" nE PUBLIC AIGHT-CF-WY SWLLt BE REMOVED AND RESTORED TO THE SATISFACTION OF THE PPPPERTY OWNER. IT SW..L 1. 11-1 CONTRACTORS RES+DNLSIBILITY TD NOTIFY EACH PROPEPTY OWNER WHEN 11 15 NECESSART TO REMOVE SUCH IWMVFK%TS TO FACILITATE THE CONTRACTORS ' FPOGRESS, AND TO REMOVE 71105E IMPROVENENTS TO LOCATIONS REOLIESTED BY THE PACPAIY tWWEP OR TO PISTONS THEN 1N THEIR DPIGINkL LOCATION IN AS "FAR ORIEINµ CONTIIICM AS POSSIBILITY. SUCH REVIVAL AND PSTORATTIN SNAIL BE CONSIDERED INCIDENTAL TO THE PRWFCr AND 40 FURTHER CONPEWATION WILL BE OWE. �-Q_Pewrfl oY_ftr�cturft_ na try,��F ISUPPL�E�,NTµ 64glgpl %..*L and 611MOel of in. selsNnf senity, sasr Ill, ai4,ion, set eollr Gad aenhalas shalt he considered Incidental to the pro...t and no a00,t,.ral V.Twrt Nall ne awe. ' ' 8,1?yMINGYIS SURFACE TPCAIPENT �-9Y.6 VI,fMENT,jRFMA(IKN1 6ECJSEEN THE 010 ITEM "ASNALI SHOUIDEP Tµ AIMENT". PER SOLARI YARD SHALL BE FULL COWIN1,01ON FOP ALL NAIEPIAL AND LABOR RECIIAED FOR BITUMINOUS SURFACE TREATMENT CLASS 'B' APPLIED IC ROADWAY SHMLDEPS, AND DRIVEWAY APPROACHES, AS eSNC.A ON THE PLANS OR WHERE DIRECTED BY THE ENGINEER, ' 7-02.5 Bk—yw-NT ImaAAANT001191Nj RFFOViNG AND RELATING FPISIING CULVERTS WILL BE CONSIDERED INCIDENTAL TO THE PRWFC AND NO FURTHER WNF'ENSATIDN ' WILL BE WE NFN CULVERT PIP FUR MNNfCLES IN THE DITCH SECTION. AS SHOWN ON THE DETAIL BOUND HIKER. WILL BE CONSIDERED 1 INCIDENTAL TO THE PIP PRICE OF ONE MANHOLE. 40- OR 54" AND NC FURTHER PAYMENT SHALL BE WE, LZ.7_yyl±f to l6uP'LEKNtAl_§�C1Lj ' P'VC,._IP€ P.Y,C, aser p,PO aMi' confor4 to A.f.T,N. D3034 •rapt ea r hIm'sa Pror1e60. Rutter Baskets for P.M.C. Alps anal conforo to A.5.1,M. OL6B6. Flttlnfe sho LL to of the was asterisk Ma close as the pip*. ' All ascarsnpn, Fiat,, of p'pa. and 1,401"LLIH, e1,41L be dorm In sccPrdance Its State or luahirfton Safety Standards for Conatruc Non Work, Port C of the Istast wit Ron, To Iowa• a stemight Pom t'pn hatpan P,v.C. POP, sO d CPntrato aah%PUs, coup Hrpa or a Iph.r ring correaM;,dl q to a awrr a,F# Mall be urp unbp Wl,a'ae voatm e. The unit prlp pef 11npr foot FMII cQ..titutr cppleta CoaCeneat,on for all leper. pterlal, ' f,tt lope, teal,. end puipp,t no"a"'T Ipr Ito I,etelteLlonl On"Itidt g pgration, apdvq, rack,ll mq. Fla.,', of pipe, a,, to.hWItsily tw,,hq the heckhll Nt...... No forther Coepehpnon alit oe mods. t7-17.31118 PIPE BED9'hG 'uPq PIP' heddirq astertal icr PVC PIP• shell he PtoCOE to a depth of S' be," the hottoo of the P,Po ens a.tehdi+ ' UP to 6' pore Crean on 1[I Plpea. B Th. hend-P NCad NPCC•np arWnt tna pipe eM to a Palm B' wreh" pore t'Can Mell befoot-tarpeC yntri It ' ynTlM drop. The reee,ring hpkfill shell he IUchon1Caltk lamp alth pnd-,prroted ochanlpl or pht,"t,C two'., to Bss danoiq, J-17.3If[A__%Lyjjj�,nj ppd 6 ',pr Lp P,y[..C�NJ.Yt 6 jQq.1 ' COWIPU:TION STARING SW.LL BE PROVIDED BY THE TPNTPACIONS SUAYEYDP SUPLEMINTAL SPECIFICATIONS. AS PNOYIGEC IN SECTION 1-05.5121 OF 71IE IN' LA5[P WTHOO OF ESTABLISHING LINE ANC UWE NA1 BE USE:: AS SPECIFIED IN6tCT10h i-05.5111 OF ThE SUPPLEMENTALSPECIFICATIONS, 7-17.31W Stay Swpr_�n�Ff}�,pPp_[s16PLElENT1�¢FiciJGxj TE[6l6Tlr�t ' hp aholl to install" aMre shoo, an tre PIM, or p at tad by the Enpinpr, The Pn,t Old Prlca Per 96(h Tea ahoit 6e coo,tate ra anpUo, Ior all Ipor, attariel, Mttinpa op ' f0pprt necessary for c.,(ata ipgllat,pn. The Oh" old Idle per L.F. I.r 6- soon p,,, .hail he Coeplet. coePmp nyn Ihr all loon', ' ,Ntr rl al e' f,ttingo MN eGt iWenl pore Cary for t"Pleb 1MILS"O"Onl ,nt,pinB •¢Welton, pMdn�q. Packilit, Plec rep PIP•, ramral and reptoreeprt of CnrCerte Cyrpr. putt.,%, dr,rpey.. end e,dO, lk. M, lu,Hl'N Order the Cur6e. gutters, Fidpelh or dllrpeYe ail l be el 1ped, PAYMENT FOP ri PE 1NSTALLLD SHALL BE MALE ON THE FDLLOOING SCHMIIIF ONLYt ' MQMlllWOF-PIPElPI+A44 PSIdEM_7f_/}j'_P/t1 PA P PIPE INSTALLFG AND NOT TESTED, 90.01 tPIPE INSTALLED AND TESTED. 00.06 PIE{ INSTALLED. TFSIEO, TIE INS AND SEPVICFS INSTALLED AND CIA AM UP COIPLFTED. 100.0% Pegs 2 t STANDARD DRAWINGS D TCn SELECT Bs, MATERIAL I SMDJLDER B STP°ET 1 R•4G B C04ER ' \. i '�SIpPE 1 F33Z. ,n 6 SPACFR R.NGS — 12'CJLVERT PIPE LENGTH TO BE 10' ECCEYTR,C_ ,CNF N I I i 40 GENERAL NOTES PROCEDURES ALL WORK $HALL BE IN ACCORDANCE WITH THE PLANS & SPECIFICATIONS OR AS DIRECTED 8T THE ENGINEER CITY OF R E N T O N 060.IFTYM«T OF IFVRL1C WORK. MANHOLE IN DITCH LINE u.av RIM 1 C415TIK'S SEE APWA °STD PLAN 42 ADJU5TMEN7 5f C1 10N n,�DIFIED STEP Fr-K APWA 15TD PLAN d I. -- MF-CA5T MANLI(JLE 3EGTiON5 9T�P5 PER APWA 5M PLAN AI. - AUGEKED WOLE f?e L WrW A' EMb iJ6 COLLAR AWD '� C-EMENT70 WALL Or DOLE. IN5TA,l_ LIALF PL.IYa-� ' WfTU UFMK LIALF ' C,LrrvPP OK WIFZTAR x STRAP TU WALL • SE.E DETAIL e ell w 6r7r/ ' • I4AND PLACED CANLIZETE _ r ANCoaOR f wOLT,TYP I • �b"fxJLT GALVANIZE ENTIRE �� �TRAPPI1Jla APPARATUS. CITY OF R E N T O N O(PeR"IN♦ Or 11OI11 WOOF• ' RAN VIE Fagc .OB Standn•d DTalringf •1l+ntl 10.0t1{ 0• all YwIOUl ♦(•y .11 tl ll•Il.l Yl r.i(x LUX IX.LL It VW I '.l "I' IY \POYI LODII\U .f n•LI Yt\.IL.T LIY(L A,, CM1Y10. ' /t\III Vllllt•Lll COYPU[ Will., I t1It1YG •1!Y•ll 1•Yl w1 Yi 1L11lIYL [D'K 1111 I.YIIII Yt Inl YY. t, w.. ....... sit., IILII MSI' ,., Il 1N{ U:IN II IN f Ow!•titD TtE.C. W'I'LL • lT ( \ Yit ( F ' 1 V11•LT [OII[\(q 011 lllylllVOul AYl L+•L1 Ol VLa IUt •LYT 1111 1•Ylw11I1 tlrl•<IIII Mi\ A •xD IY ff\.ILwi llr/i l.1L I1 fFl[4Yt 11 Or lGl{t1YL Lf OIt{I110 (YI YItX IYIVIUII[ .1Yl Y[M1 LVl ll\ t l.Yl wlYl hYf 1" nlfnr fern Yt YL •G.x.Lt r..Yt IIL YI n VUI.I .1ty. 01 rL.:e n uss lx•Y L' r.P l_ l Wt. Is Or CRUSHED ROCK •Otl IM YIOfV / � i (pwr•.•tD t•cY[II 1n[.r qt-��i ! LIU1 !.v[111 Mt VIM Nlllitl_ —[t wt Yl (OY(II(T[ lulwfYl- - LD.[.l T( fYYT.[l 1 \ OIL • l rLl ( II IOl 11C10 11v111 ( FI L 1lY\lT [0MW[ 0\ 111Y.I.CI:I I1111�YL All.." ce.c.11t !l•Ml I11L t[IL.C(w(Y} !•i[F �\ }' w1Y tu'L(•([ �r (\1{TIY4 DIL 111f • _ `tRISTIYL I•SL ve"«wus CRUSHED ROCK tOYI•tnI Mn(. 1.u1 n1 ' IIIIL • 1 r • I [ V Iel lttillll rYVIYl01 L!•tL•1 Ypl( ec .01 1t.11 ' CDY[.111 .11 wnL tL•SS [ 511-11VII ts. 0• 11.11 S41.1/1l p....Ml CITY Of RENTON ^tt.l Yl te+[l[ll U\N 1 1 000 1nt11PI PAY[V". I@ (W1( Yut. PavEment Poiching g 11IMl COY I.If1 [L.tf IV IOl r•YIIII%T 111CII . rP TOY "111Y.Ir0V1 OLD., 111 !Ot l.vt.[.T l.lt." Ilt l.. Standc,d Pion No IS 1 j F SN,rrl Trit4 „fNrr XmN. {YY•� { NYrYX NI X.1f)WI 1 YrWYYlY X.1 Y Nr , • _ ++'- Z.0. ,.-t ♦'1 rN'Yr,wY •I\{r.TaIYN .. •• TYPICAL BUILDING SEWER INSTALLATION PLAN . C PLAN ,.G Bu,LpING DRAIN ,..� 1 . FOR LOW MOUSES , x 1 PLAN . . .. ., .4... BUILDING SEWER INSTALLATION - - - 1 SEWER STANDARD DETAIL 1 CITY OF RENTON s..., DEPARTMENT OF PUBLIC- WORKS --- sl V•l NP(> \n. i 1 � I _10 1 6*SIDE SEWED AND WILDING SEWER PLAN i + i { . »• 11 , 1 .• COMPETE 6LOCRING .. AW6 E OF TEE AT MAIN OVER 25+ ELEVATION 1 TYPICAL SIDE SEWER 1 ELEVATION 1 SIDE` SEWER INSTALLATION .•re u•c+l ... •ew ...• » 10C•1+f!i! i SEWER STANDARD DETAIL 1 CITY OF RENTON i0 �<•.1 DEPARTMENT OF PUBLIC WORKS :+•l.u. w v wxxw . , PLAN j >.N.,1..,... CLEANOUT DROP STRUCTURE .. r . . . - I. .... ' SAFETY STEP LADDER I.— ' SNORT MANHOLE LESS THAN 4 •0" DEEP JJ � DM eC Ju.Fs ~ Fql b .[S 111N0FN nP(5 � r< T STANDARD MANHOLE _ coruFrz eNcscrcN• ' MINIMUM 4'-0' DEEP PIPE BEDDING CLASSES SEWER STANDARD DETAIL ' N CITY OF RENTON S.F.� DEPARTMENT OF PUBLIC WORKS c.•Lec= rs. ENDING OF FILE FILE TITLE 3A N - I I AJE • � � , � � / 1 4