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HomeMy WebLinkAboutWTR2701848(4) PRV' 811 s a 23rd & Shattuck Avenue South W-709 Bid Proposal Spec,;, � � � � I of 2 BEGINNING OF FILE FILE Illu yWOO-109 1r ( 1 i GARY BUDD CONSTRUCTION COMPANY, INC. 24Q upth N.F.s42 • BNN ,O.WA 98M t Responsible Officer is Gary Budd o%ner. 2440 140th N.B. I42 Bellevue, Nash. 98005 ' 001-7757 Job ►oreman same as responsible officer. Bonding Agent. Maurer,' Mcginnis A Lill, Inc. 1200 Nestlake Ave. N. 1605 Beattie, Wash. 98109 204-5160 company is a sole proprietorship t ' Responsible Officer is Gary Budd 1 t 1 1 tCITY C INTO" Watet Project W - 709 B• P R.y, Stations At S 77rd St and Shattuck Ave S INDEX ' Sumapry of Felt Prectltes/Affirmative Action Program, City of Renton Scope of No" vicinity Nap Instructions to bidder Call for Bids ' •Certlfltstlon by Proposed Contractor/Subcontractor/Suppller/ref. EEO •Certification of EEO Report •Minority end Romans Bullneaa Enterprise Participation t .Certification of Bidder's Affirmative Action Plan -Combined Affidavit and Certification Form: Non-Collusion Antitrust Claims 1 Minimum Wage Form -Bid Bond Form •Proposal ' •Schedule of Ptices Bond to the City of Renton COntfart Agreement t EEO Compliance Report Sample Form and Instructions Hourly minimum Rage Rates Environmental Regolatlon llsting Hourly minimum Rage Rates ' Supplemental Provlslons Special Provlslons Standard Plans 1 t D 4cuments matked • above must be executed by the Contractor, President and vlce.President of Secretary IF corporation by-love permit. All pages must ba signed. In the event another Dotson has been duly authorized to eaecute contracts. a copy Of the corporation minutes establlahlnq this ' authority must be Attached to the bid document. City Of RENTON Publfc Works Dept. Renton Washington 98015 •news "a" ' CITY OP RAMTOA SUMMARY OF PAIR PRACTICAS POLICY ADOPTAD s1 PrsnvrIOR No. 2340 The policy of the City of Renton it to promote end afford equal ' treatmost and service to at: cititene and to occur, rgvai employ. Pont opportunity to 4II persons reppardtess of race, creed; ootor; ethnicity; national origin; set; the presence of a wen-Job-re Ia•ed phyoiaal, consort, or mental handicap; ape; or marital statue. This policy shalt be based on the prineiploo of equal employment opportunity o' 1 affirmative cation gaidtlimss a# set fortk to federal, state and tooat lane. AI: departments of the City of Renton •hall adhere to the following guidoliweo: ' 111 tMP10em1MMNT 7RACTSreeruCj$ - All activities rotating to empley- mertt c as amen t, "'action, promotion, tsre{not(ow and [raining that! Ds eonduc led in a non-di•eri m;natcry t manner. Personnel deoisions will be b*Ird on individual . performance, staffing rogairemeats, and in accordance with governing Civil S#rvio# Lau@ and the agreement between the City of Renton and the Yashi,pton State Counei: of County and City Amployoss. fS1 C OP6 77 A YITA AUNAA A GA'S 0 CAMIZ 0 - The City of rnton u enopera • u y w t a organtaations and ' acmm{@iitn• orpania0d to promote fair praotiees and ogmti opportunity in employment. !J1 AFPITI V6 ACTI�A PROGRAM - Ths City of Renton Affirmative ' t on ragram mi a mt ntainod to facilitate equitable ropresentation within the CV y workforce and to aoaare I ORpp:cynemt opportunity to all, It *hall be the rsepowsibility and duty of all City officials and omptoyeeo to tarry out the policies, quidottnoo and corrective measures as set Earth by this program. Corrective employment Prograne may be astabltshed by the Mayor on the recommendation of an Affirmative Action Committee for ' thou department@ in which a protected *lass of omplo0e#s t@ under-r#precentod. III COyTRAC111" My_'GAff0k - Contractors, subcontractors amd ' eap�p Trfa eon---dueT�pp b�isingo With eH City of Rontcn oAa 11 affirm and oubseribo to the Pair Practices and Pon- Disortetmatiow policies set forth by law and in the Affirm.tion Action Program. Copies of this policy chat: be distributed to all City employees, #hat: appear in all operatisma: documentation of the City, iRo;.ding bid *aids, and #halt be prominently displayed in appropriate City facilities. CONCORRAD IN by the City Coanoii of the City of Rontom, Yaohington, ' this Nod day of Jose 1000. CITY OF PAA1ONr RAPTON CITY /COV0.11: 42reW ' Not Creme(: President Attest: looueat July 10. 1972 Mviaadt . 1970 Revised, Jw J=a m 2, 9 1900 ty et CITY OF RENTON ' water pioj*CL e - 709 e" F.R.V. Stations At ' S 73td St end Shattuck Ave S SCOPE OF�ORK 1 The work involved undo: the terms of this contract shall be the complete installation of two dual press•.re reducing stations In the tight-Of-MAY of Shattuck Ave 5 at S 25rd St. This shall Include the furnishing and installation of approsimataly 7e ' lineal Feet of p" Ductile Iron pipe, two Complete dual PRY Stations Including all valves, fittings ono appurtenances ' Installed as shown on the Construction plans and these ' Specific►tions' ono the testoration of the project area to its original condltlon. 1 \•• s I w s� T \ Ikp All eo a i-.'.at to ee e Its ti le 67 N A it 1C 77 •e ` At to , 14 76 N IS as 1, •_ •` M U ), z., as i• Il N w — J Y J 1• Ir 7) ,t i• N •, •' 1 � I S ) /r PRO d C T S/TE t 11 . ) 11 T4LBOT HILL " tl ° ° TALBOT HILL PARK n It 7 e ELEMENTARY It SCHOOL t '1 II n tl 't tY tw w 1, ae u r Ia It � » i, r• ,r q 1 S•,. .,• ,}.. •, N �•.• s •It 1, it, it IN 1� w, ie iw n a. a•w � t' t 2, '. „ t 1• H Iw a. .. 16 ,♦ K ,.�.. , ' ,a� \, t. 1, a, nlot�. r w •, ••, ,. I „ _ 1 . 7 CITY OR RENTON • r '•`_ Ot*A MI MI N\ Of •u w1 ,C. wnww• w- 709 S Z3RD Sr 5N,477MV.4ff i rINSTRUCTIONS TO SICDERS 1, Sealed bids for this proposal will be received by the City of Renton at the office of the Renton City Clark, Renton City Nall, until 2:30 O'clock D•m., on the date specified In the Cali for Sid;, tAt this time the bids will be Publicly opened and read, after which the bids will be tonsidered and the award made as early as precticable. No proposal may be changed or withdrawn after the time set for receiving bids. Proposals shall be submitted on the forms attached hereto. 1. The work to be done is shown on the plans. Quantities are understood to be only approximate. Final payment will be based on fleld neasuremant of actual quantities and at the unit price bid. The City reserves the right ' to add or to eliminate portions of that work as doomed necessary. ). Plans wy be examined and copies obtained at the Public Works Department ' Office. Sifders shall satisfy themselves as to the local conditions by inspection of the site. A, The bid Price for any Item must Include tM Wfortnante of all work necessary for completion of that item as deaeel►ed In the specifications. S. The bid price shall be stated In terms of the units Indicated and as to a ' total amount. In the event of errors, the unit price bid will govern. Illegible figures will invalidate the bid. 6. The right is reserved to reject any and/or all bids and to waive inform- &titles if it is deemed advantageous to the City to do se. 7. A tertifled 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 52 Of the total amount of the bid shall accompany each bid proposal. Checks wit? 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 amatnt of the work wlthln ten days after receipt of notice of Intention to award contract. Should he fail, or refuse ' t0 do so, the check shall be forfeited to the City of Renton as liquidated damage for such failure. 8. All bids must be self-explanatory. No opportunity will be offered for oral explanation except as the City may request furt Mr Information On particular points. 9. the bidder shall, upon request, furnish information to the City as to his financial and practical ability to satisfactorily perform the work. ' 10. Payment for this work will be made in Cash Warrants. Rev. 7/15/81 r rCity of Renton Call for Bid, Rater Project a - 709 r 6• P.R.V. Stations At S 21fd St and Shattuck Ave S r $96120 bids will be received until 2:30 p.►.,_yLq, Mst.h 26, 1906 at the City Cletk•A office And will be OP6naO end publicly read In the Ath floor conference rode, Renton Municipal Building, 200 Mill Ave. South. rThe work to be performed within 10 working days from the data of rcommencement under this contract shall Include, but not of limited to: The Work iAVOIVad under the tares of this contract shall be toe Complete r installation or two Ou61 pressure reducing stations In the right-of-way Ot Shattuck Are S at S 23rd St. This Shall IMClude the furnishing And installation of aporoslastely 76 lineal Feet of B• Ductile Iron Pipe, two r complete Oual PRV Stations Including 611 valves, fittings and ea saourt wan na installed shown On the construction plans and rhos* specifications, and the restoration of the prPJadt etas to Its original condition. r The City reseTves the tight to reJaCt any and/or all bias and t0 Walva rany and/or all inforselities. Approvea Plans and specifications And form Of Contract documents may be oblained at the Pubilc ■otks Oeparteent office at the Renton Municipal rBuilding for a deposit of 1 ) 00 each set plus S 5,00 to cover postage, if mailed. The deposit will be refunded upon return of the Plans antl SPaciflCatlOns In good Condition within thirty days After bid ropening. The malllng charge will not 0e refuhaed. A Cert Vied CheCk or bid bond in the amount Of five percent (96) of the rtotal amount Of each bid must accompany each bid. the City,s fair Practices and Non-01scriminstion Policies shell apply. Ma+1M E. Motor city Clerk rPublisna is rRecord Chronicle: Match 7 A 14. 1966 Daily Journel of Commerce: MarCh 12 A 19, 1966 r r r RTlPl Tld1 SY PtaPOSSD CONTRACTOR, SMCOMTMCTDR AND SUPPLIt% %tGAMING EQUAL RKPLOYWw OPPORTUNITY - J— sage r er ro ee :NSTI DR: i h u cettitication is requited pursuant to Tedoral twacutive Order 1134a. The implementing rules and gulations provide that any bidder or prospective contractor, or any of their proposed subcontractors and suppliers, *hall state as an initial part of the bid or O*qOtistiOnS of the contract whether it has participated In any previous contract or subcontract sub)tct to the *quay opportunity c3Ause' and, if to, whether It has filed all compliance reports du* under appiieacle instructions. .a City has heretofore adopted *Osolutkon I140 under dot* of June I, into, standing a -rair Practices Policy.- as implemented by an 'Affirmaatiw Action Program- engrain asonding the policy of the City of ��M�RRR1i•neon to prompt* and afford ""I treatment ant service to All cititens And to &*agsa equal ewlcyaant Vortunity based on ability and fitness to all persons regardless of race creed; color; *thrtcity. Monal origin; *any the presence of a non-job-related physical, oor.sory or mental handicap: age or rritel status. This policy *hall llko.ise apply to all Contractors, oubcontractor* and suppliers conducting business with the City of *Orion who in turn shall affirm and subscribe to said practices d policies. The aforementioned provisions shall not Apply to contracts or subcontracts for standard re d reial suppliers or to. materials or firms or organisation& with lose than eight employees or contracts of loaf than $10,000 business per annum with the City. .Mien the CvntractbriSubeontractor/Suppli*r (hereinafter reforrod to as 'he Contractor) is requir*d by Mahe City of Anton to submit an Affirmative Action Plan, the alalaum a ♦ptable peocentage of minority soa loyment will be that percentage which it Currently listed in •APP*ndir 1' (City of Renton Gut& and Timetables) in eh* published City of Renton Affirmative Action Program. I.&. *.I%. This Program is �f •ilabl. for rtvi*. at the Nunlcipal Sulldirg. hat uMarolgnod Contractor therefore covenants. stipulates and agrees that during the Performance of this Contrect he will net discriminate against any person In hiring. promoting. discharging, copoen- eating or any Other tam or condition of employment. by reason of such pareon's status. reference the (11) categories listed in para. 2 above. ontractor further Agrees that he will take affirmative and continuous action to insure full compliance with such policy and program in all respects. it being otraetly undtrstood and agreed that failure to 'Comply with any of the terms of said provision• shall be and Constitute A material breach of thin contract. Conir&ctor *hall. upon request And/gr at soon as possible thereafter. furnith unto the City any and all information and reports r*quirod by the City to determine whether full compliance has been made by the n%factor with said policy and program and contractor will permit Oregon to "a books. records and Po counts by the City for the purpose of investigation to ascartaln such compliance. Contractor furthtr ACknwl*dgos that he his r*Ceived a true and Complete copy of the City'* •fair Practices Policy.' . J Contract •n i N roe um r 'CSP'f IFICATI0N by! P t or SWCOMMCTUR � or SPDPLItP NAM: ?' ,t—_ ADDRSf6' %SPhSSENTATIVtSt TITLE, aVW _ PNglt: ,1. Cont memo tgp/Subcontr"tar/Suppll*r his participate In a provlous contract or subcontract subject 'W MI "equal Opportunity Clauses Ye& Ne I, Complionce ,parts were required to be tiled In Connection with such contract at subcontract' _Yu —No I. Contractor/Suteont neeorlSupplaer has filed all compliance reports due under applicable instruction*: _Yen _No A. if Answer to item I is •No', please **plain In detail on reverse side of this certifi0at0n. CSRTIrICSTION: The information About J1 true and complete to the best of my knowledge And b*li*f. AI Title Of tignar P sasa type�r �t J '%*viewed by City Authority' Dots' 1 1 1 CERTIFICATION OF EQUAL ENPLOYIIENT OPPORTUNITY REPORT 1 Certification with regard to the Performance of Previous Contacts or Sub- contracts subject to the Equal Opportunity Clause and the filing of Required Reports The bidder , proposed subcontractor heaby certifies that he has 1 has not L,, , participated in a previous contract or subcontract subject to tFe equal opportunity clause, as required by Executive Orders 10925, 11114 or 11246. and that he has has not , f'. ad with the Joint Reporting 1 Committee the Director or—he Office orTeder. !-ontract Compliance, ■ Feder.. Government contracting or administering agency, or the former President'- Committee on Equal Employment Opportunity, all reports due under the applicable 1 filing requirements. L 1 y , 1 by: '4, 1 J (Title) ,..,:. Note: The above certification is required by the Equal Employment Opportunity 1 Regulations of the Secretary of Labor (41 CFR 60-1.7 (b) (1), and must be submitted by bidders and proposed subcontractors only in connection with contracts and subcontracts which are subject to the equal opportunity clause. Contracts and subcontracts which are exempt from the equal opportunity clause 1 are set forth in 41 CFR 60-1.5. (Generally only contracts or subcontracts of $10.000 or under are exempt.) 1 Currently, Standard Form 100 (EEO-1) is the only report required by the Executive Orders or their implementing regulations. .1 Proposed prime contractors and subcontractors who have participated in a previous contract or subcontract subject to the Executive Orders and have not filed the required reports should note that U CFR 60-1.7 (b) (i) prevents the award of contracts and subcontracts unless such contactor submits a 1 "port covering tie deliquant period or such other period specified by the Federal Highways Administration or by the Director. Office of Federal Contract Compliance, U.S. Department of Labor. 1 1 ' PUBLIC WORK OR IMPROVEMENT Rev. 4/83 PART­ FAT1ON CERTIFICATION: RFF, ROW 35.32 oS0 CONTRACTS EXCEEDING $10 ODD OR 1S.OD0 FOR NATERMAIN CONSTRUCTION MINORITY BUSINESS ENTERPRISES (MBE) ' and WOMENS' MINORITY BUSINESS ENTERPRISES (WMBE) (BUSINESSES OWNED AND OPERATED BY WOMEN) t he ' mll embers CorContract.ra furtheraagractivel Solicithe the he[imployme solicit mino minority ity the subcontractSng of goods o: aerv'.*as from r group ceg shall furnish evidence of his compliance w,rhitheseminorit• businents a$as. Contractor employment and solicitation. Contractor further Agrees tottoonaider the grant subcontractors to said minority bidders on the basis of substantially e ' Proposals in the light most favorablegrant of shall be required to said minority business ea. equal 4 [o submit evidence of compliance with this section as part th bid. As used 1n this section, the term "minority business" Beans a business at least fifty- business of the ' one Percent of which is owned by minority group members, Minority group members include, but are not limited to blacks, women, native Americans, affidavitsOrientals . Eskimos, Aleuts and Spanish Americans. The City will consider sworn establishing Preserved by subcontractors in advance of contract award as one means of -' eat ebllshSng minority status in accordance With criteria cited above. To be eligible for award of this contract, the bidder must execute and submit, as ' a Part of the bid, the following certification which will be deemed e resulting contract. A bidder's failure to submit this cart if icstion or submission of a false certification shall render his bid nonresponsive. Dar[ of the ' MINORITY BUSINESS ELTERPRISE CERTIFICATION ' Name of Bidder Certifies that: (a) it (does) LoCi`ot) intend to sublet a portion of the contract work and (ha+) (has not) taken affirmstive action to seek out and consider minority thel (b) the c ' ns enterprises as potential subcontractors. contacts made with Potential minority business enterprise subcontractors and the results the,eof are listed below. Indicate whether MILE or WMBF. and ' identifyminority group. (If necessary, use addit ions, sheet.) 1.' E!E Min. Gr. WMBE (Name Of Firm,Bid Item, Result_ of Cootsct.) ❑ ❑ 3. ❑ ❑ 4. ❑ ❑ 5. ❑ ❑ Mr./Ms, ❑ — ❑ the ,!_fats of inz for the adminiatrat low- —_ has been designated as program for this firm, of the minor,ty business enterprise ' CERTIFICATION OF 61DDERS AFFIRMATIVE ACT:OS PLAN Bidder is to indicate by check-mark which of the following statements pertains to this ' bid package, and is to sign the certification for that speci:ic statement: a) 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 employees, and the total contract amount with the City during the current year is less than S10,000." ' Company Date BY: Title Ok El b) It is hereby certified that an approved Affirmative Action Plan is on file with the City of Renton, and that said Plan specifies goals and ' timetables which are valid for the current calendar year. 1 Company Date BY Title OREl c) It is hereby certified that an Affirmative Action Plan is supplied with this Bid Package. Said Plan will be subject to review and approval by the City as a prerequisite to the contract award, and it includes: 1) Present utilization of minorities and females by job classification, ' 21 Goals and Timetables of Minority and Female Utilization, and 3) Specific Affirmative Action Steps directed at increasing Minority and Female Utilization. ' Company pate 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 of notification of low-bidder status. Said Plan will be >ubject to review and approval by the City as a prerequisite to the contract award, and it will include: " 1) Present utilization of Minorities and Females by Job Classification, ' 2) Goals and Timetables of Minority and Female Utilization, and 3) Specific Affirmative Action steps directed at increasing Minority a Female Utilization. _100p ` ^ tDa e BY: it lT F ev. 9,'9 "5 GARY SUDD hdh CC NSTRUCT/ON wl a.x.k COMPANY, INC. 24401e0lhWE.M2 • 6silwW.WA111$1105 • 12p111b111.7757 ' Gary Budd construction company wilt not d,scr �m,n. te Against any •,Ploy#• or appl ,zant for employment because of, race, religion, creed, sex, color, sexual orientation, marital status, political Ideology, ancestry, national origin, or the Presence of any sensory, mental or Physical handicap unless based upon a bona fide occupation&) pual ,f,cation, We will take ♦ffirmetrve action to ensure that &PPl ,cants or* emPIOYed, and ' that__-gmplore•$ are treated during their creed, employment, without regard to religion, racr . color, sex, national origin or the presence of any sensory, Mont&. or phrfi[al boothgi Such ' action shall include, but net be limited to the �Ilowingl employment, upgrading, demotion, or transfer , recr, , .ment or recruitment advertising, layoff erminat,on, rates of pay or other forms of compensation and sele;tion for training, ' including apprentice ship , we agree to post ,n conspicuous Places, available to employees and applicants for employment , the Provisions of this non-discr ,mination clause , ' We will give, prior to the caretencement of work , notice Of the terms Pi the of f,rmstive supervisors, action to be undertaken to assnment, all employees having any responsibility for hiring, fa.g promotion, layoff , and and sub-contractor•, Other employment decisions, We will ensur♦ tt:at ail employees. Particularly superv,sorf, are &war• of and adhere to their obligation to maintain a working env,roman free from discriminatory conduct including but not lip,lted to .harassment and intimidation of minorities and woman. We . ! II post in conspicuous plates, available to employees and applicants for employment, EEO posters and an EEO Statement indicating that the company will not discriminate against any employee or applicant f._-r religion. creed, employment because of race, sex, color, sexual orientation, marital status, Political Ideology, ancestry, national Origin, Or the presence of any sensbrY, mental or physical handicap. ' We will conduct systematic recruitment efforts through the ma and with employment agencies, schools, training estt ablishments, community and other organizations concerned with employment for minorities and women, ' GARY BUDD t CONSTRUCT/ON oaara«1Mw COMPANY, INC. ' 2440140th a E.NJ • 86u4vU$.wa 9W05 a Rp51Se1-7757 We w111 encourage minorities and women currently emoloyed ' by us to recruit other minorities and women for openings and anticipated vacancies. Whan possible we will provide after-school , summer 4116 vacation employment opportune ti♦s for ' women and minority youth. ' We .. 11 provide on the Job or other tra.n,ng npportunities for minority and woman applicants and employees, when possible. ' We Will conduct a work force analysis which will enable it to Identify job categories in which minorities and woman are underut . 11seo. We will review all existing application forms, tests, minimum pua1141cations, etc. for jib relatedness and necessity; ' re-vise any forms, practices, activities which would adversely impact ,minorities and women. We will mai..t.in a current file of the names, aOtlresses and telephone numbers of all Job applicants, specifying race and gender of each applicant and the action taken W- th respect to each applicant . We will Keep a wr. tttm record of the ,me and place of ,,of Ace's regarding affirmative ac tl on, person's notified, and the Specific subject of the notices. We W. 11 maintain records In an easily retrievable and understandable form that will document any ♦no all openings ' and opportunities for advancement that occur, our efforts to train, recruit and promote minorities and the results of those efforts. We agree that we shall actively solicit the employment of woman and minority members. We further agree that we Mall act ,vel , solicit bids for the subcontracting of goods or sr a coo from qualified woman and minority businesses. We shall furnish evidence of our compliance with these reouirements Of women and in 1 nor, ty employment and Sol ,cI t a t I on. We further agree to consider the grant of sub-contracts to said woman and GARY BUDD q6t CONSTRUCTION '""r1O UM COMPANY, INC. ' 24014gh N.E.W • Beosvw.WAOM • 4MMt-7157 mi nor ity bidders on the basis of substantially eQual proposals �n the light most favorable to said women and minority businesses. ' As used ,n this clause, the term *women and minority buss ns saes• means a businos• at least SIC oS which is owned by grp women or minor tY group members. Women and m1 Jcvnennorit� Natove members include but are not limited to Blocks. ' americans, Orientals, Eskimos. Aleuts and Spanish Americans. yours verr/yy ttt�ruly, GARY BUDD CONSTRUCTION COMPANY, INC. 244014WN.E.042 Beu$rus.WAQWW (206)g$1.7757 March 24, 1986 eGary Budd Construction Company EEO Officer is Cary Budd. Phone 1 (206)881-7757. Gary Budd Construction Company Is a small utility contract- ing company that employees between lag people including the owner, and therefore does not have an opportunity at the present time of hiring minorities. If the job warrants hiring extra people I will meet the po.a of hiring 21% M.B.E. a 91 W.B.E.. Gar udd 1 1 t 1 City of Itionton CufCirod AffltYylt A Cwtification Fora: i, Non-Cal loalon,Ml i-Treat, ane Nlniw Naga lNro-F*rorel Aid/ ' IDN-MI.141011 AFFIOAVII 61In2 duly Sworn, oep "s .0 says. that he Is the idwMiCa1 parson who subeiib0 the #"*going proposal or bid, and That such Wit Is gondine and not an" or tot- ' Iul1 Ya " Mdk in the intardat " on behklt of MY portion not the"In maned. And turtW. 1Ml the roFManl no. rot dlrectly induced Or soli0ta0 any other bidder on TM fortigoing work w •JyipmMR to 0u1 in a Shen bid, or any other parson or c"p"ati" to refrain from bidding, and .not doponant Ms hot In any e*nnar kaughf by tot lusiM to N<ur7 t0 nllkalt " to an, Other portion a., *dYNtago ebr other bid", or Bi doer a. AIU CERIIFICATtON RE, ASSIGNMENT O' ANIi-TEIST CLAIMS TO MOC14W fond" Ind purcMter rocognijo tent In actWl NdiOnic practice oWICMrgai mulling true anti-trust violations are In fact ..wily Doran by this purchasar. 1Mrefws, vend" hereby assigns to purchaser any and Ail claims 1w Wch aV6.- Charges AS t0 goads And Ytorlsla PurcMNd in connection with MIA wool Or contract, k%oapt 61 t0 Mar<Mf gaf Miu It leg Iran Mli-trukt vi 011ti"S CM-it,, the Gab of the bid, quotation. or other *wont establishing the In. Ice alder MI, or par or contract. In Additien. Wnow Mlrr Ants end ,#presents that each OI his supoiivs Md ivbcontracters AMII askign *ray and all 6uch cialmo 1V purchaser, {.bleat to the •fwewn"Chlid Pup1.0h. III MINIMA N" AFFIDAVIT FORK 1, 1M unOArsigned. Adving been duly Sworn, deposed. Say and certify that in contraction At Ian the Nr foreAncs of the work of thI, pro lect, 1 wl I I p.Y each C INN 11iCltipm at lowet, w"keen, Or MCMMit employed in it. parlweance of taco work; not low than Me Drove'i l lrag rate of wage w not Ias% than the wrote., rat* of wages 6s soaciflad in the principal centracti Tent I have read the *pow and 1"090tnq SIS1~1 And Corti l tub, khow the contents Mar*ot and the Aubalance as "t twTh tMraln ,s trys to try knavtooge and be)qf. f OR; NOM COLLUSION AFFIDAVIT. ASSIGNENT OF MITI-TRUST CLAIMS TO PLACAWR {qAM NINIAAlJd//AGEAFFIDVIT ..Gr, -7vtF /./?V�Q�o�-r+ a�,laa3w/1 IN1M Af o�epf I I. 1. r.. �dear s ra 11 ✓ t"a 61 sat tati"`[o,yC,Kidder su Wl"d And�IMP ro on this day of Is / f 1 f y W I I< In MM to A of MMtflq M R.sylry of 7 / J��„o �Iio&heJ 111 11 d Fidelity and Deposit Company HOME OMCE OF MARYLAND 9ALTIMORF,.111) 2lJVJ DID BOND KNOW ALL MEN BY THESE PRESENTS: That............ 4ry-Ahm.. 7................. ........I...... ....................... ..........-........................... ............ .......... ....................----........ ............... ...... **.........—*......................-, m Principal. (hereinafter called the "Principal"), and COUrANV W MARYL&N%of Behismat, Maryland, ororganists&corporation duly organists under the laws of the State of Maryland,U Surety, this held and firmly bound unto.........C1U..*;r-.R9A'WA........ ................. ... . .............. ..... ............I....................................................... ................................--.-............... -...... .......I......I....-........-....J14 Obligee (hereinafter called the"Obligee"), in the sum of.5% of total,bid amouat=--. -.---- for the payment of which sum well and truly to be made,the mid Principal and the mid Surety,bind oureatim. our heirs,executors,administrators,successors and assigns,jointly and severally,firmly by them presents. WHEREAS.the Principal has submitted a bid $+.*U9.A5-4.................. .................. ............. ........ ................-- ............... ............ .............. .........I.........-...... ............I.I.................. ........... ..... ...I..........I....... ...........I............................ ................................ ................... ................ NOW,THEREFORE, the Obligee shall accept the bid Jthe Principal and the Principal shall:tsar Into a contract with the Obligee in accordance with the term of such bid and give such bood or bonds as may be :pacified in the bidding or contract documents with good and sufficient surety for the faithful performance of such contract and for the prompt payment of Labor and material furnished in the prosecution thereof,or in the event of the failure of the Principal to enter into such contract and III"such bond or bondIs,it the Principal shelf pay to the Obligee the ditferen"not to exceed tire penalty hereof between the amount specified in mid bid and such larger amount for which the Obliges me)-in good faith contract with another "y to perform the worlecovered by said bid,then this obligation shall be oull and void,otherwist to amain in fullI once and effect. Signed and sealed this... -24th......................day of.........1141LI-C&........................J1,11 1Cary Budd.. Zt �uPriatilsol ............... .... ..... :'life MPANY FIDELITY AND DEPOSIT CO OF MARYLAND smvpv ..........- .......(SUL) It~sr' BY fii Larson. I We Attorney-In-Fact Ama�tI,TM A ,M ImInog.0 hkd,t�ki. A I N.A AM Vll9.11 VIM Power of Attorney FIDELITY AND DEPOSIT COMPANY OF MARYLAND ' NO S! O.nCe 54tapa rs KNON At, \I!,' I� lrr l`al:<e Cir That the Flueuiv.Nu lYerout Clarr.Nr oe MAayt.ANN.acorpwa• con e1 the <Utc„i \laniand,by S. R. NINSKER ,\'ice•PrMN.end,and V. F. TOOMEY t Assistant�eC.enary.to punu.Ynce nl authority`ranted by Article\'I,ti[ction 1,of the By Lava of said Com- pan,.w h„h reads as fallow. bar t. he 1'rnMenl,nr rev F.,er Yew\No prw.denl,w any d dM Sasia VYa P.ndenl.m Vnr-Hnd.ms.SatYllv+m YOP gad u'to Ju A>the N.vrd d I h.aetwa w by it*k.ttunw C omm.nw,.MD Mer Wrn,Av a"rid,the eMCu.nnn Of II»9eDe- ' ub or an•.o.e d the Am.Iam SernurNa,aappda Reeadeed\'Sae Presdu d., .A.u.um Vue,PnWea sake Aonne,,,.Feed as eke:uurcSa d the(AmPsnv mil rryONe,a do amha.a an,praoa a pn.oes to sattua<on keMY d eke Cwn .n uaderd Yuys ttgm SaAns.u. 41 D•^ Y ttonas, mm ' Pu nn; w,rratrula yremsnda,dreds,am!aehaSe.a.d.AYpmMead iudtments dttmes.[path mur�menn utM rest Sacs ON!, mdabdlwhtt imtrumemunA d.rumev.+bcAeM Lmi�•nof;hewn rym may rryune.aM to aR.the wag d the C- p'tMnta. does hereby nominate,constitute and Appoint Tin Larson of Seattle, Watilthington. t rue an lawful agent and .Attonmy deliver, in-Fact,to make.execute.seal and for.and on it.behalf assurety.and as its art and deed any and all booda and undertakings.............. e execution of such bonds or undertakings in punul"M of three presents,shall he as binding utnn said ConpAnY,as fully and amply,to all intents and purposes,as if they had been duly executed and acknowledged ' by the regularly elected n/heers of the Company at its office in Baltimore.Md..in their own proper persons. The said Asestant Scret+r,due.MTebn med,rlet the daagwaxi n a ou- OPY d AO fcl.Vi.5acow 1,of a,�4w d said Compan,,and,.sow is fan. IN W"hiteh WNeetor, the said Vics.Presklent and Asautal.t Secretary have h"unto Subscribed ' their names and affixed the CONI'lWant Seal of The Mid FIDZUTY AND Dt"Ali CI PANY OF MARVLAND,this loth day of April ,A.D. io 79. yy. FIDELITY AND DEPOSIT COMPANY OF MARYIAND tAtTF[T Rv Sure or AI+erL.ND '1 to C'trr OF NaLnI1w[ 1 On the. 20th day Of April A It 19 79 belae the.ub.,,bn.s Naary pA'k%'dr*A gran d Mu,,W,m atd fa tM Ca Y ci 141unmre,dlY cOn.mturoad and push W,came dM abuw-nanYJ Vice-M1aIaIN Aq/AnAYdAnn' 54ewar ho d1M FID.LIT,Ae-n.NNAi CaseaNralr A1.6W.ND,ron�.�e ppeg'� DYit--,take the.MivdwYaal wile,a daeribM m and r attuled eke praedin[.Anrumenl,.M they SaCA ACY.orkdged dM tatutrm d nth prin,+red heiA[by mt d.ly scan.a 'k.11'and each hN himself MWaeth And'it h,the'IMv an thed ex as of Ike CrvnpenY afro id,and tAat the seal.e xhi do tee.Pend"" "Yearumrnt n Ike Ca For+u Seal dud 11 ampnl'.and c14l the sad Capte.5Sal Am tkev uane,urn S,aurA adkws vers duly.IhM x &W subwxd d to 1M Said ianottnt et by the AutNea d,and dvwll.n Of Ike Mid Corprnanun.' In Tasnamr N'NSMa,1bowhe".m.ar IF,lud+M.Ihsell mr Onkial SN,.e the city.(Be%. ..IM a.,sad weer Aid akew wide. emt.Ar CNotary ra. tly....t.......9._8...2Steps CERTIFICATE I,the tamarsensti re4ty at1M tms.er"AND n"'No'COSPANY of]MARYLAND, M do rti,curvy tot the OneigeI d Powerd AttantYd what, Irn theaeut[iu Idt true a m and ca "COPY.u m full lmn and MectoA the du Aeei the ,mot..asd1 ' o further LwnaY dNd dM Vise-Yrstd.o/rAo e.seaed tM.sad i`uru d,Auwav.a same d eke adaituNYl Vice-fargdmu s cal Mtbgrged by Me baud d Ov.etlsa to SpTxagt SAY Mtanep.n-Y.L+a povidnl to AnNM VI.Nrrimn 1 d her aY l.anas of was IMLITY.ND DO MI.Y CMI.NY a AI+a,1.AN91 C is CM'luld'mesa be-W-d by 4cusuk Sather and by aadh.anv d the 1Wbwng risenam d the IMYrd a rhisetee.d taxYtMLITY AMP INbNT Y)4YMNy b!hlAa...no at a nseugt duly e.11M and Mid ae Ike 16nh day of Jul,,lade. Paiseen "'that tie fees als or meth✓.malt, aepadenta siamose.d SAY Assistant Seo<ury nl the Canpn.. rMlher ode reldarn OF kaeanu.rAcnree aPY,,,,X 0"a IreoW It".Lan of u a ,"Fee u u it., the I u...Nn.aAAN be .Id Am bemh" a ua the tt OdNA, unit the Yme h..e am a'aett.l.In,t"h nY.WIIY.Itlatd.'• IN Tasttsont Wsneor, I he, henuneO.'Mein,ed my name and ynuJ.he mlvue u.l ..n the.and i law '.. 24th ,4v d March , IYA6 •• IIOYq[r rYrr F11{t llll {i I'fayllvIluA' { Saar. Illl; i I11. PsIY \1 .\ 1-P.{i\1.1Fth 1 PROPOSAL r TO THE CITY OF RENTON ' RENTON. WASHINGTON Gentlemen: ' The undersigned hereby certif lE 7 that A, has examined the site of the proposed work and he 3 read and thoroughly understand_S the plans, rspecifications and contract governing the work embraced in this improvement, and the method by which Payment will be made for said wo-k, and hereby propose to ...Jertake and complete the work embraced in this improvement, or as much rthereof as can be completed with the money available, in accordance with the said plans, specifications and contract and the following schedule of rates rand prices: r (Note: Unit prices for all items, all extensions, and total amount of bid should be sr,own. Show unit prices both in writing and in figures.) Signature AddressCC�'/Y`ci 77j1f S� Names of Menbers of Partnership: (�rr4C / (..)'4./9)700S r _ A OR r Name of President of corporation ' Name of Secretary of Corporation r Corporation Organized under the laws of With Main Office in State of Washington at Water Project V - 709 8' P.R.W. Stations At • S 23rd St and ShAttuck Ave S •, MCMIMMULE OF PR I 4--E13 .w e.♦ w♦♦ .r u.. ... .aa aes.. .11 .......... ... ..♦.a ..ww. .. •.. •' f ♦ • • ..I M.I• ♦. •w. Y.If II==.I I. •w..'. •• ww IIIY..I .�u.e ..Iee.w •♦... .0 o...u.1 IITEPII APPROX. t ITEM WITH LIMIT PRICED DID __I__LIMIT PRICE I--_ MM ANT �1 .� I Me I _aJA10fITY IlOait nicer to Of bntteo is aerdrt JQg6JARB CTB. ImiAM CT11.1 ------------- SCHEDULE A' , ' 101. 2 1 P.R.V. Station in Concrete Vault I { I Each 1 Cosplato. I i I I 1 f I I 1 1 1 Par Each loords) lflDar61 f i 1 1 I t 02. { 70 11' Ductile Iron Pipe t 1 •' 1 I Lineal Foot1 flytgn Joint)) t 1 I I I Per Meal Foot I I ' : 1 I I 1 { J 03. 1 l 1 0 Sate Valve a/ 1 1 1 1 I Each 1 Cast Iron Valve Don 1 I t I I t �e.at-.�.... rL•. ��.�1 'y?]. D O 1 'y�� O O I I tpar tech I I 1 1 I ! 1 1 Oa. t 1 t' on D' topping Tee and Valve sY I i I I 1 tech 1 Cast Iron Volvo box I t 1 I I 1 y 1 1 D1J t // t[J ZJ © 1 1 ! 1 for Each 1 1 t 1 ! 1 1 03. t 2 1 1' A, - and Vacuum Atlanta Valve I 1 1 1 1 Each 1 Assembly of Cast Iron Hoter Box ! I I 1 ! I 200 . oCI I/Y00 , 0ca1 1 Per Each I 1 I I I I { 1 06. 1 f Standard S' AVD Fire Hydrant t t I 1 Each I Assembly t t 1 1/200. D 1 1 : 1 Per Each I I 1 t 1 1 1 107. : 10 1 Portland Cement Concrete for t { I 1 Cubic Yard I blocking I I 1 1 ' cC %nt if.. .e.✓ f <« , /De . OU hobo Ol Par Cubic Yard I 1 ' I I 1 1 100. 110 I Asonalt Concrete hwoont i 1 t 1 Ton I Class I 1 1 f Ca.cf 1 •�� 1 ' .._.� ►or Ton tWater Project Y - 709 V P.R.Y. Stations ' At S ?3rd St and Shattuck Ave S ... ywlf 'I,..- SCHEDULE C7F-w PR ICES ...r .. •ew.. •!a .r ....! ..• ... gage •. .I..rn. 1I... u.I• ..1..• I. Y.fM1 . .w., I! •.. .n. wF....0 ' � II.f—.r.u=.—f I•= r.It. t=I.I_w..._=1..1I .r.r.I l.s I ITEMI R►M101f. I ITEM MITM IBiIT IMtICED BID I LBdIT PRICE 1 NOUNT I 1 In. 1 GII/WTITY t dait prices to be ■ tt CT8 I I�s CT8 1 SCME OULE A• _ 101. 30 5/8• Minus Crushed Rock for 1 1 1 ' t i Ton I Top Courq and Trench Backfill I I 1 Per p Ten Illords) I (figures) I , 1 1 es 1 1 I 10. I 100 7 Eatrubd Asphalt Concrete CL I 1 I I Lineal Footl ' 1 , I t 1 I t hr lintel Foot Y I I 1 t t 1 1 1 i t Catch login Type I •! connecting 1 I i t I face I Pipe and Saddle t 1 1 i I I I t 1 .�c-�<.•[Ea n:, 1 /o 00 ,) 0 I /00 0 ,d 1 t 1 I ►ar skin 1 7 1 I I ' Sultatal Schedule 'A• l 3 0 5 3Ui J S.i1 Sales Tag l .�3Y Total Schedule 'A' g 33O6 it SAY t Pal* - 3 /7as ua SI LJJULL Uh YHJLLJ tf,ot•, tout pea la for •11 . '•Ar. All "c"fign, And total &Wont of ' did AIWt b. aAnrn An _ d •Mr• tanftic: occur,�tA• rritpn or 1Aoth Word[ And fi fN�a• YPsd rordA atoll pr•vul.) IN ITEM APPROX. IT WIT tl UNIT PRICED DID • NO. QUANTITY Untt Prices to b tlritt•n In Wprd, UNIT PRICE DOLLARS AMUUNT ._ _ CTS. DOLLARS CTS. ' T1X: ERSIGHED PI p� _— AWARD HIM. HERF9Y ACREES TO START CONS Yp ANC DA�YSu ER IHAN TEN (IO) DAYS AFTER FINALU ION WOER 0 ER STARTING CONSTRUCTION. THIS PROJECT. I ' TRUCTION. ECU7ION µ TO C L E7E WI 1N I DATED i !.. . ! ' THIS�Z:� DAY 0 A EXRT OF CRIPT OF ADDENDA: 198 i N0. ' I 7E I� ATE NO ATE SIGNED ' TITLE NAME OF COMPANY . 7. ' ADDRESS , ' CITY/STATE/Z1P .27 TELEPHONE ' LTY 0 RFNTON RUSINES LICENSE i O!> STATE CON LICENSE P A U � i SB7nd No, 9941722 BOND TO THE CITY Of RENTON K40W ALL MEN BY THESE PRESENTS: That we, the undersigned Gary FRuld msstructim co. as on nc lost, and Fidelity and Dw-'sit Cohpany of Maryland corporation organized and e•isting under the laws of thr St te of Marc lard as a surety corporation, and qualified unde. the laws o the Stare of Washington to become surety ,Pon bonds of contractors with municipal corporations, as surety are jointly and severally held and firmly bound to the City of Renton in the penal sum of S 33.00e.44----------- —for the payment of which sum on demand we bind our- .PIves and our successors,heirs, administrators or personal representatives, as the case may be. This obligation is entered into in pursuance of the statutes of the State of Washing- ton, the Ordinance Of the City of Renton. ,../ Dated atsf�, Washington, this 7 � ay of NNevertheless, the conditions of the above obligation are such that: WHEREAS, under and pursuant to Ordinance (or Resolution) No. 2295 providing for— 8° PRV Stations at South 23n1 St. and Shattuck Ave. So., W-709 (which contract is referred to herein and is made a part hereof as though attached hereto), and WHEREAS, the said principal has accepted, or is about to accept, the said 'ract, and undertake to perform the work therein provided for in the manner and with. a time set forth: NOW. THEREFORE, if the said Gat, Budd Coastrjrtion C., shall faithfully perform all of the provisions of said contract in the manner and within the time therein set forth, or within such extensions of time as may be granted under said contract, and shall pay all laborers, mechanics. subcontractors and materialmen, and all persons who shall supply said principal or subcontractors with provisions and ' supplies for the carrying on of said work, and shall hold said City of Renton harmless from any loss or damage occasioned to any person or property by reason of any care- lessness or negligence on the part of said principal, or any subcontractor in the per- formance of said work, and shall indemnify and hold the City of Renton harmless from any damage or expense by reason of failure of performance as specified In said con- tract or from defects appearing or developing in the material or workmanship provided or performed under said contract within a period of one year after Its acceptance thereof by the City of Renton, then and in that event this obligation shall be void; but other- wise it shall be and remain in full force and effect. ' Gaty,B vdd ,, T tYtctiott Cv. ' Fidel! a Oeposit Co. of 4a=ryrkVi Tim Larsats, Atto n in-Facts Revised: 8/16/63 Power of Attorney FIDELITY AND DEPOSIT COMPANY OF MARYLAND rlpr ofwct ararror xo KNow'MI. Mtv By Ttu..l. Pat n,vr, That the Float TV AN 114 TIOIL1T(.IMPANY AtAeVI A.,I acorplga. Lion of the State of Mary land, hy+ S. R. MINSKEIi ,\'In l'reruent,and V. F. TWMEY Assistant Serretary,in pursuance tit authority granted by A tick\'I,Section 2.M the By Laws of Aald Cant. party.which reads as follows ]ar Z, 1 M 1'nxdem -arty hravu,t\ue lVerdmt IX lul 4 our Mwr Vice lyemdenn or y-env Ihendenu.perully uuthw Ird r 10 do to IM Nagel d bn"rr,a bt tM La"lane Commuter,rMll Y.•a wynn.b,and-.Ili Ihe conrrrenn d the Srree 1 Yry w any ime d the Assistant Senrurrrt.10 aPptm a"+dem\me i'nxdenb.A.xnar y're,P"whirnt,And Attrneas+e Fact te pm As the buxr d the(am ml,rrywre,ortin am r hrr an,pnm I�e x .r .lnr on behalfaecw. behalf1M II d (wnyrx,any heads, uaderrhwp rc ogmitim. xrpmn.l.l poem!..oatran.,aRrem O,deMA,aM rrewr AM arl[o wne.d Iud[mrnr theories, mortgages aMser ,n M n mortgages la umfni. I ]rure d mteupup A,aM air all'a MI mxrumenly..itK umMt dc o I..,, be huYnrN At IM f nm� pane may,rectum i and 10 set.the seal d the('ompan,'Wren, don hereby nominate.constitute and epprnt Tin Larson of Seattle, Washington, ' rue in, A,elul agent and Attorney-m Fact,to make,a elute,seal and rldrvei,for,and on its behalf At surety Anti as Its Art and deed any and all bonds and undertakings.............. ' e executron of aurh bonds or undertakings In pursuance of these presents shall he o binding upon"tit Company,as fully and amply,to all intents and purpusec as if they had been duly executed and acknowledged by the regularly elect"]nrTtrer%of the Company at its office in Baltimore. Md..in their own prope <rsons t The Rod Asxxa..Serrrtan d,,herel„ I, a, that the aJ.,smu,n a our,npv d Art.0\",hntwn 2,d the ar Lso.d A Coapant,..it,.n^.I.bee. IN Wrtrass Wttaatiot, the said Vice-President and .Assistant Secretary have hereunto subscribed their names and a?Ised the Corporate Seal of the said Finn tdty ANT,Iheosla COMPANY OF MA[YIdNn.this ' .. •Nth day of April ,A.D. 19 79 FIDELITY AND DEPOSIT COMPANY (IF 1,11ARY11AND ATrrar ' SEAL By Aunx+t fx.xu., ` �rart tact At.ryl Lol 1 ,r I I"ar It ip{wp tan this ZOth day d April All 19 79 Mlwe the.,hrneeo A Swart 1 ubl,,tdlhe Sl.te AlMartla M, A AM f r the tin n1 Pahmrrce.do,,+euiloam mJ and Autd,fied.I me the A.,,,named yrr-1'ro,A<nI and Anises., and d tAe Frwuey Arin Usroxrt you,and t N each an m m�rp' the a startme duly rlhrd t in and•F eseelaM the rye.M,n[twuumenL aM tMv each arkwrNdgaJ the eYruttw d IN tine,nM Mme by me duly.corn, wets]]!ett mi;u far Bent i de y(ity aM rues tAr]het ie the rd that s he the('omyany.Stand,aN teal tM rat rAsrd to the precedte[inxrument q 1M Crpaste Set d Yd Cwnpn},and that rM rid Crprar Seal and these m[nalum r a.tA 0frcn ore duly aIFaM aM wh"Ilgd to the rd mxnlment M tM aut Aoruy AM dwnwn d the rd Crt"natm In TARtanry Kee>aor.I hr,e Mreunro nit my hanA and aduM me rMu,al Gal,at tM(i1t d 9ahinlre tM daY+rid yY. MAbove.,nun 1M.AaY Notary PuU a Cd mD 'rea.JLL1,y.. l.y-..Iqu 1 z (4.RTIFICAT£ I.theuMul.'Il ,Aas. .. on."Au4tuan1+nl+UarosnCtwrAhy.n AlAul.no,do hrnbt aetlhrihAl tee rctgirl POAae d Attune,of rA.:h tM trcs[mn[n a lull,true rM rarer!rope.n m lull here Arof edert M eM dxa d tMs cemanre.aM 1 ' do Iwther croft'that the\'gr•Prrrlkat.ho srruud ter AaW Pwrew d A11rrt ear ois d tM adberawl 1'a"rrwdAAb tpt I" Authunerd b,the Bind Al Per{'tra to app+n anf AnrcnrPin•kxt +r ro,del r Arinla\'1,Aenbn 2 d tbt Br Larva 11a FP�IDaaItY Aso Lgrx5rl(0WPANV nr MARYLAND Thq Cenficuc ma,briapherithl lacstrile under apt by a:th eitF d tAe Icn+.ima readutnm d 1he Nord el LMerlrs col the Ftp011TV Aim luennn lnxlwmy I.11u11..wo.r A.Wipe J.lynikd aM Mid on the Ihth Aar ul 1111,1069 ktea tap la"the la•xmae or mahAnwhy n{isib red mmtre of say AwNanr $,crow'. of the Como,.both" made hnetofewe or hrtatter. .M1....alnleanAll uqm a t nOfied ropy d any Power d anot Trued M the I.ompan"shall be Jid AM Iandiva P,m Me i'.ulq,w, .,th the Au me tin a.tad ndx.t a I lhotth,uan rhr A " IN Tevraona K'u[t1r. 1 )Ine MotuunI +..r.nlwd my wine And a16.M the erpraro<.0.A Ow tad ('.,mram,this .IA If April. 14 86 bgdw SA .q•. I' 1'10 l l_l C I l,. IA I 16- ! _ 1 111r 1]I IS r - . IE DEPARTMENT OF LABOR AND INDUSTRIES F TNIS CEMTIFIES te.AI TIE •ErISON r-Al.IE0 HEREON IS REG'STE4iD AS E'RUVIDED I V LAW AS A COkiT RONT E;ENEBAL _ ��}{ IMGIfrMTgr1M1011E11 1rnY�N� k AE glCiE000 09/12/i6 STATE CN WASFgNpTpN OCQ1 i n BAAY SUED CONSTAUCT1011 CO 2440- 14010 NJ, 042 BEIt.lVUE to 9a003 , 7�A Slitel gat let qt ,"�' •an isfYDa [Oil\a tfaa tH lCAl r!• '1tfi FEt"Z A. .. iFP i 749E ISSUED 0 1/�o/80 CITY CK IIENTON FEE 140 NU$mm ucum DU +E NNR TT • 2W 14•14 AV NE EAa •FINANCE btNECTDq t Item"Naa It,,,WODULOn rw a Gly o1 9anlnn Aufn.eaa UCenY m KcplfanCa wqn IK DIm:uona of Lin V.AUNOMa px4Walrone Cnapib t_Cotle a Gnm.al aomancef of I"GI aM lMrn I]nm ,R apeaa to C.PIN*.I,, M all lratm"w ...a OF SAW wOWnr:x Lcenaea ur <oT py vro yln M+r antl NI Oltwrn«CIIV Coa.Dre4nan ura aW eeS.Stan La Floqu to"eglwn.nl In IIWIr ucenfaa eundaN a Oua:ryea ac dU60.e3AOT CCv;TAf,Ci1Gt: 2440 1-„TN AV Nh A4a 1 EELLEVUt .A 4,�;,5 . =-MIC all 1 , t K�M 1frB OEITTrTGTE 0 SOLSO N•MTTM Or Tgry OMLT MQ { MAURER-McGINNIS B LILL 1 00'a"tt`~no To Tr oTnv ttt�aaww tIM, mtw no utu, c "at °ro n TMt ram .. .. ~ COMPANIES AFFORMNG COYERAQE e00N A EMYIC 1 CANT wl il�cn� oa�� I . Iwo c uMa NI �— E ?t.116■LQ fXIITIF1'Am OT.nxYE rtt«6tiOR T M Ml11fO1MiiL room T T M r'OLICr rt1e00raN:.TtD THA 000rsao'aa.a MA cIf TOW HE TMY{ ttpYtldN.A 00010 frr[r;i rsuMNGt I PoLICv«lMR[P -. — Na. m+m I +uS.rve.ra I fY4Rr•_rrrTt N ngKrlOe 'Al - .a0lAB6in awNKIWL rI1111[StYEMnae6 i � ._....- �mocrscarunnvtMTgws t � '— "Impow {« 4« ! a a ME ' tAwsrmY Mmarn w axcT t Il10Yl kAw - � I T RH4Jrw vrmT a l an *mum I ITMin.tAl"6'rN: ._.�&ryaµ, ^"�NYLL •�. fN10 pIMS j 'MrY4TA o,A I% 1 CUM AM§N " r U6"lu 9-" }$full lor.ra NON IrrtrC A lfw t.000 1.000 rtrOlrltTlt COYrt)a.iw11. e• . AMID pppp ttrlOTpl{'IYYILITv mum omRT IMTI.. rip - 4...__.._ -_ 4�MbTOr C1ARCTtT! 1._ SWIMS of asat► Ih/ It. od a►ottrot A s. Is., lost•. VA CITY Or @m r,Kxc ..- v r«t Ewa oncrn nxra[t cwceueo t[rale>K n- ru. .•f T«taor TII[ rtounw torr.«. .nf tMOtlro« To hllte Uoois soft. Doss o..t 90"W 40T To ne CLIW n Tf+M1OM NYI[C To TNt .�1Co. .aft lM tl."..+UII[ro.Wl tUC11 MU*KE►Mf1 Mr0Y M0 oM1611TKAl MIIMAITr '�Y� OI Mr SNO VOat M COI*Wv m Km m M w!11Rf�tM1ATM% NO WAU Ms. S. w..__. «rarrvt ..__ . _._. CONTRACTS OTHER THAN FEDERAL-AID FHNA lort THIS AGREEMENT, made and entered into this day of rby and between THE CITY OF RENTON. Washington, a municipal corporation of the State of Washington, hereinafter referred to as "CITY" and GAP BUDD CONSTRUCTION COMPANY hereinafter referred to as "CONTRACTOR." . ITNESSE ? N: 1) The Contractor shall withir the time stipulated, (to-wit: within 30 working days from date of commencement hereof as required by the Contract. of which this agreement is a component part) perform all the work and services required to be performed, and provide and furnish all of the labor, materials, appliances, machines, tools, a^uipment, 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 PrOJOCL (identified as No. W-709 for improvement by construction and installation of: P," PRV Stations at South 23rd Street and Shattuck Avenue South ■ All the foregoing shall be timely performed, furnished, constructed, installed and completed in strict conformity with the plans and Spec- ifications, including any and all addenda issued by the City and all other documents hereinafter enumerated, and in full compliance with all applicable codes, ordinances and regulations of the City of Renton and any other governmental authority having jurisdiction thereover. It is further agreed and stipulated that all Of said labor, materials, Iappliances, machines, tools, equipment and services shall be furnished 2nf 7 ' Contracts Other Than Federal-Aid FHWA , and the construction installati,n performed and completed to the , satisfaction and the approval of the City's Public Works Director as being in such conformity with the plans, specifications and all require- ' ments of or arising under the Contract. 2) The aforesaid Contract, ent- " into by the acce3ter.ce of the Contractor's t bid and signing of this ag .,it, consists of the following documents, , all of which are component parts of said Contract and as fully a part thereof as if herein set out in full, and if not attached, as if , hereto attached. a) This Agreement ' b) Instruction to Bidders c) Bid Proposal ' d) Specifications e) Maps & Plans , f) Bid g) Advertisement for Bids , h) Special Provisions, if any i) Technical Specifications, if any 3. If the Contractor refuses or fails to prosecute the work or any part , thereof, with such diligence as will insure its completion within the 1 time specified in this Contract, or any extension in writing thereof, or fails to complete said work with such time, or if the Contractor , shall be adjudged a bankrupt, or if he should make a general assignment for the benefit of his creditors, or if a receiver shall be appointed on account of the Contractor's insolvency, or if he or any of his Rev. :!83 , ' Contracts Other Than federal-Aid NWA 3 of 7 subcontractors should violate any of the provisions of this Contract, the City may then serve written notice upon him and his surety of its intention to terminate the Contract, and unless within ten (10) days ' after the serving of such notice, such violation or non-compliance of any provision of the Contract shall cease and satisfactory arrangement for the correction thereof be made, this Contract, shall , upon the ' expiration of said ten (10) day period, cease and terminate in every respect. I� the event of any such termination, the City shall immediately serve written Notice thereof upon the surety and the Contractor and the surety shall have the right to take over and perform the Contract, provided, however, that if the surety within fifteen 15 days after the serving upon it of such notice of termination does not perform the C)ntract or does not commence performance thereof within thirty (30) ds ys from the date of serving such notice, the City itself may take over the work under the Contract and prosecute the same to completion by Contract or by any other method it may deem advisable, for ,ne account and at the expense of the Contractor, and his surety shall be liable to the City for any excess cost or other damages occasioned the ' City thereby. In such event, the City, if it so elects, may, without liability `or so doing, take possession of and utilize in completing said Contract sucn materials, machinery, appliances, equipment, plants and other properties belonging to the Contractor as may be on site of ' the project and useful therein. 1 4) The foregoing provisions are in addition to and not in limitation of any other rights or remedies available to the City. 1 Cont.acts Other Than Federal-Aid FHWA a of 7 5) Contractor ag-ees and covenants to hold and save the City, its officers, agents, representatives and employees harmless and to promptly indemnify ' same from and against any and all cla ms, actions, damages, liability of every type and nature including all costs and legal expenses incurred , by reason of any work arising under or in connection with the Contract to be performed hereunder, including loss of life, personal injury , and/or damage to property arising fr im or out of any occurrence, ' omission or activity upon, on or about the premises worked upon or in any way relating to this Contract. Th . .old hermless and indemnification , provision shall likewise apply for or on xco mt of any patented or un- patented invention, process, article or applianc, manufactured for use ' in the performance of the Contract, including its us- by the City, ur.ess ' otherwise specifically provided for in this Contract. 1 In the event the City shall, without fault on its part, be made a party to any litigation commenced by or against Contractor, then Contractor , shall proceed and hold the City harmless and he shall pay all costs, expenses and reasonable attorney's fees incurred or paid by the City , in connection with such litigation. Furthermore, Contractor agrees to , pay all costs, expenses and reasonable attorney's fees that may be incurred or paid by City in the enforcement of any of the covenants, , Drovisions and agreements hereunder. 6) Any notice from one party to the other party under the Contract shall , b+ in writing and shall be dated and signed by the party giving such notice or by Its duly authorized representati a of such party. Any such 1 Contracts ( er Than Federal-Aid FHWA 5 of 7 1 notice as heretofore specified shall be given by personal delivery 1 thereof or by depositing same in the United States mail, postage prepaid, certified or registered mail. 1 1 1) The Contractor shall commence performance of the Contract no later t',an 1 10 calendar days after Contract final execution, and shall cbmple'.e the full performance of the Contract not later than 3C working days 1 from the date o` commencement. For each and every working day of delay after the established day of completion, it is hereby stipulated and ' agreed that the damages to the City occasioned by said delay will be 1 the sum of S105.00 (Sec. 1-08.9 As liquidated damages (and not as a penalty) for each such day, which 1 shall be paid by the Contractor to the City. 1 8) Neither the final certificate of payment nor )my provision in the 1 Contract nor partial or entire use of any installation provided for by 1 this Contract shall relieve the Contractor of liability in respect to any warranties or responsibility for faulty materials or workmanship. 1 the Contractor shall be under the duty to remedy any defects in the work and pay for any damage to other work resulting therefrom which 1 shall appear within the period of one (1) year from the date of final 1 acceptance of the work, unless a longer period is specified. The City will give notice of observed defects as heretofore specified with 1 reasonable promptness after discovery thereof, and Contractor shall be t 6of7 Contracts Other Than Federal-Aid FHWA ' obligated to take immediate steps to correct and re,xdy any Such defect, fault or breach at the sole cost and expense of Contractor. ' 9) The Contractor and each su,,contractor, if any, shall submit to the ' City such schedules of quantities and Costs, progress schedules, pay- rolls, reports, estimates, records and miscellaneous data pertaining , to the Contract as may be requested by the City from tine to time. 10) The Contractor shall furnish a surety bond or bonds as security for the , faithful performance of the Contract, including the payment of all ' persons and firms performing labor on the construction project under this Contract or furnishing .Materials in connection with this Contract. , said bond to be in the full amount of the Contract price as specified ' i, Paragraph 11. The surety or sureties on such bond or bonds must he ouly licensed as a surety in the State of Washington. 11 ) The tote cunt of this Contract Is the sum of $33,008.44 -, Thirt+y-three Thousand and Eiynt and 44;loos--}-which Includes Washington ` State Sales Tax. payments will be made to Contractor as specified in the ' "Special Provisions" of this Contrast. Rev. 4/63 , Contracts Other Than Federal-Aid FNMA 7 of 7 rIN WITNESS WHEREOF, the City has caused these presents to be signed by its Mayor and attested by its City Clerk and the Contractor nas hereunto set rhis hand and seal the day and year first above-written. rCONTRACTOR OF RENTON 1 r r 00 es t, artner nayor --'�—"—'' ATTEST: a� CretirT L *ity ty Clerer7 _ ( k d/b/a GARr B000 CONSTRUCTION COMPANY Individual x Partnership r Corporation — A Corporation Cate of-Incorporat ion r Attention: If bilcines$ is a CORPORATION, name of the corporation should be listed in r fuli and both President and Secretary must sign the contract, OR if one signature is permitted by corporation uy-taws, a copy of the by-laws shall be furnished to the city and made a part of the contract document. If business is a PARTNERSHIP. full name of each partner should be listed followed by d/b/a (doing business as) and firm or trade name: any one partrer may sign the contract. rIf business is An INDIVIDUAL PROPRIETORSHIP, the name of the owner should appear followed by d/b/a and name of the company, r r r r CITY Of RENTpN INSTRUCTIONS FOR E.E.J. CONTRACT COMPLIANCE REPORTING (Ref: Title V1 Civil Rights Act: Executive Order 11246, — and City Resolution 2340) I. This City of Renton Equal Eisployment Opportunity Reporting Systn ri11 apply to a1] contracts se excess of g10,000 awarded by the City, except for those contracts which involve separate State highway Department lerFederal E.E OGitypofc Renton) requirements. (see attached SoapReport 2. EEO Reports `.or each month are to be submitted during the first reek of the following month chile a contract is in progress. Separate Report owing used by the Prime Contractor and FormsWill be by each Subcontractor. T esubmittingPr othea reports ttictor is &cing too for obtaining, rformance All reports are to be delivered Sui:ontractor EEO Pe "reject Engineer, and will be considered to the appropriate City payments. a prerequisite to the processing of Monthly Progress th han one 3. In the event that a contractor e.ch^�ont cactived i is more rbe reported city contract at a given time. separately• Under no circumstances .-ill EEO Statistic for multiple projects be combined. a. Monitoring of EEO Compliance will be related co the as c and rocess. Pi Timetables contained in the Affirmative Action bidding as confitme by the Prize Contractor in connection with the bidding P raa (Tbe Prize Contractor should ubtainwhenA the r City's Project, Action P Engineer ram from each of the Subcontract ors•lfcttance on a specific project, is not satisfied with the EEO pe problem by direct an attempt will first be made to resolve the p conclusion liaison with the Prime ea«it will then beIf a referred r to the Cwi11s is not negotiated, ten- ''sh0w Cause' ELO Officer for further evaluation furthers referral of ► be sent to the Contractor before any poa possible subsequent action Aff, ation Steering hvv the City Attorney,��itte e, and Revised 1/1/75 Revised 7;8/80 CONTRACTOR/SUBCONTRACTOR ff, REPORTING PERIOD MONTHLY MANPOWER UTILIZATION REPORT Year: :��t7D�� ♦ Month: Year: To be submitted tc the City's Project ,4—. ` Goals aiA Timetailes as committed Engineer during the let weak of following �.v ll O in Contractor's Affirmative nth while contract is in progress. Prime 'YT Action Plan Contractor is responsible for obtaining and submittinq all Subcontractor Reports. or per City's Plan 9.1 % TO: (Nome mnd Iftstlen of CompllNp Aamnty Dept.) From: (Name and locmtton of taetrmiiirj This report is required by Executive Order 11246, ecti on 203. allure to report can result in san--ions which include suspension, termination, cancellations or debarment of contract. 1. e lno- Total otai York hours or Employment (See footnote) rlt number umter y of of ClamsI •. e. • .• k/b of mIW,It Empby. RL_ <r. Aetan/ .etai total Trade rlea- Tot• Blaek ndlan M1tif!< ? Employ sea Comparyr'• Name (LD.) tion• panic Ta bnd ire vIi eee C AD m T A T AD M,6- Tr IL Tr C A, IL AD Tr An Tr An Tr Company 5iinsture an e 5. Date Signs to 9. • apnone i•usoer (Include Area Cede) R1. 11/77 (-04106 a Females, --Minorities a Non-minorities) Page — of 7/80 (Submittal Requirements a City's Goals/Timetables) INSTRL'CIIONS FOR FILING EMPLOYMENT UTILIZATION REPORT (CITY OF RENTON) , The Employment Utilisation Report is to be completed by each subject contractor , (both prime and subcontractors) am signed by a responsible official of the company. The reports ire to be filed on the day required, each month, during the term of the contract, and they shall include the total work-hours worked on the project for each employee level in each designated trade for the entire reporting , period. The prime contractor shall submit a report for its work force and shall collect and submit reports for each subcontractor's work force to the Compliance Agency that is funding their construction project. Reporting Period . . . . . . . . . . . Self-explanatory Compliance Agency . . . . . . . . . . City of Renton (admlriatering department) ' Contractor . . . . . . . . . . . . . . Any contractor who has a qualifying , construction contract with the City of Renton. 1. Company's Name . . . . . . . . . . Any contractor or subcontractor who has a ' qualifying contract. 2. Trade . . . . . . . . . . . . . . Only those crafts covered under applicable , EEO bid conditions. 1. 4crk-hours of Employment . . . . . The total number of tours worked by all employees in each classification; the total , number of hours worked by each *minority group in each classification and the total work-hours for all women. , Classification . . . . . The level of accomplishment or status of the worker in the trade. (C • Craftworker Qualified, Ap - Apprentice, Tr - Trainee). 4. Percent of minority work- hours of total work-hours The percentage of total minority work-hours ' worked of all work-hours worked. (The sum of columns b, c, d and a divided by column e.1 5. Total Number of Minority , Employees . . . . . . . . . . . . Number of minority emplovees working In contractor's aggregate work force during reporting period. ' 6. Total Number of Employees . . . . Number of all employees working in contractor's aggregate work force during reporting period. , s Minority is defined as including Blacks, Hispanics, Amsrican ladiam and Asian ' and Pacific Islanders - both men and women. 1 ' REQUIREMENT:} FSR THE +.l.JSNTII)N OF ENVIRONMENTAL POLLUTTDh�IF+E 4AE5EkVAM'T'L'F�IIg_ RESOURCES ' In accordance with the rrovisions of Chapter 62, Laws of 1973, H.B. 6Z1, the Contru,-tor shall secure any permits or licenses required by, and comply fully with all provisions of the follow- ing laws, ordinances, and resolutions : King Count Ordir- ice No. 1527 requires Building and Land ' veve opseut iv,iion an Avvrriulics Division review of grading and filling permits and unclassified use permits in flood hazard areas. Resolution No. 3t230 establishes storm drain design standards to be '.ncoiporated into project design stand- ards to to incorporated into project design by Engineering Services. Reivew by Hydraulics Division. ' king County Ordinance No. 800 No. 900 No. 1C06 and Resolution, o. o. !e3— SO. o, an o. contained -n King .Aunty ;� a it es an are provrstons �0r disposi- ' Lion of refuse and litter in a licensed disposal site and pro- vide penalties for failur! to comply. Review by Division of Sclid waste. 1 P�u�et Sound Air Pollutions Cont—o_l Agency Regulation 1: A regu- TaLion to contro the em sstA�`n of eir contaminants trom all sources within the jurisdiction of the Puget Sound Air Pollution ' Control Agency (King, Pierce, Snohomish, and Kitsao Counties) in accordance with the Washington Clean Air Act., R.C.W. 70.94. WASHINGTON STATE UEPAki"NENT OF ECOLOGY W.A.C. 18.02: Requires operators of statior3ry sources of air cuntannnants to maintain recon., of emissions, periodically re- port to the State information concernrg these emissions from his operations, and to make such information available to the public. See Puget Sound Pollution Control kgenc) Regulation I. ' R.C.W. 90.46: Enacted to maintain the highe,,t possible standards to ensure the puti '% 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 crgar.ic or inorganic matter that shall cause or tend To cause pollutinn of such waters. The law also provides for civil penalties of 35.000/d3y for each v1018tion. R.C.W. 70.95: Establishes uniform statewide program for handling so. wa aster which will prevent land, air and water pollution. Makes it unlawful to dump or deposit solid wastes onto or under ' the surface of the ground or into the waters of this State except at a solid waste disposal site for which there is a valid permit. WASHINGTON STATE DEPARTMENT OF NATURAL RESOURCES R.C.N. 76.04.370, Provides for abatement of additional fire haz- ar an s upon which there is forest debris) and extreme fire 1 hazard (areas of additicnal fire hazard near building, roads, campgrounds, and school grounds) . The owner and/or person respons- ible is fully liable in the event a fire starts or spreads on ' property on which an extreme fire hazard exists. Z.C.W. 76.04.010: Defines terms relating to the suppression or a atement o orest fires or forest fire conditions. ' R.C.W. 70.94.660. Provides for issuance of burning permits for a atTi 'ing of prevention of forest fire hazards, instruction or , s:lvicultural operations. R.C.M. 76.04.310: Stipulates that everyone clearing land or t c caring rtg 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, ' gravel,stone, and earth from borrow pits) which provide for fees and permits, plan operation, reclamation plan, bonding, and inspection of operator ions. ' M.A.C. 332-18: Delineates all requirements for surface mined an roc amation. W.A.C. 332-24: Codifies requirements of R.C.W. 76.04 pertaining ' to an c earing and burning, U. S. ARMY CORPS OF ENGINEERS , Section 1 of the River and Harbor Act of dune 13, 1902: Author- izes ectetary o rmy an orps o ngineers to issue permits to ' any persons or corporation desiring to improve any navigable river at their own expense and risk upon approval of the plans and specifications. ' Section 404 of the Federal Water Pollution Control Act LPL9]-500 tat. —�tTorixes t ,e ec�eta ry o t e Timy, acting ' t roug t e orps of Engineers, to issue permits for the discharge of dredged or fill material into the navigable waters at specified disposal sites. Permits may be denied if it is determined that such discharge will have adverse effects on municipal water supplies, , shell fish beds and fishery areas and wildlife or recreational areas . -MISCELLANEOUS FEDERAL LEGISLATION ' Section 13 of the River and harbor Acts roved March 3 1899: rovt es t at isc arge o re use w out a permit into navigable ' waters is prohibited. Violation is punishable by fine. Any citi- zen may file a complaint with the 11. S. Attorney and share a por- tion of the fine. 1 PERMAiS REQUIRED FOR THE PROJECT ARE AS FOLLOWS: ' KING COUNTY BUILDING AND LAND DEVELOPMENT DIVISION ' Kin Count Resolution No. 25789 requires an unclassified use permit or i ing, quarrying ncluding borrow pits and associ- ated activities such as ■sphalt plants, rock crushers) and refuse disposal sites and provides for land reclamation subse- quent to these activities. A copy is available at the Department of Public Works or Building and Land Development Division. ' Shoreline Mana ement Ac Lan ert 19'1 requires a trait for construction on ate s ore ia t acquired by Public Works and reviewed by Building and Land Development Division. kin Count Ordinance No. 1488 requires permit for grading, lard i s, grave pitSr ,, um�pinng;gquarrying and mining operations except on County right-of-way, Review by Building and Land Develop- went Division. WASHINGTON STATE DEPARTMENT OF FISHERIES AND GM:E ' Cha ter 112 Laws of 1949: Requires hydraulics permit on certain pro ects, ing ounty epartment of Public Works will obtain. ) tMASHI\GTpN 570.7E DEPARTMENT OF ECOLOGY ►'•A•C• 173-220: Requires a National Pollutant Discharge Elimination ' ystem permit before discharge of source into the navigable waters of the Sta atelof Washington. point M.A.C. "'-24 : Permit to discharge commercial or industrial waste t water- inta'3tate surface or ground water (such as gravel washing, pit operations, or any .,Veration which results in a discharge which contains turbidity.) tW.A.C. 5--�;-100: Requires permit to use surface water. ' McArev ewe l` 190: Requires that changes to permits for water use ��ny tTie Department of Ecology whenever it is desired to change the purpose of use, the place of WhI-senever the point of withdrawal and/or the diversion of water, 1 W.A.C. 509-IZ-220: Requires permit to use ground water. 1 iY,A,C. 508-12-2bO: Requires permit to construct reservoir for water s or age. 1 M.A.C. 508.11-2AC: Requires permit to construct storage dam. W.A.C. 508�_60: Requires permit to construct in State flood Contractor nsecures king one County for his loperation s(false one eodesign, etc . ) . i 1 -3- 1 PERMITS REQUIRED FOR THE PROJECT - Continued ' WAS14INGTON STATE DEPARTMENT OF NATURAL RESOURCES R.C.W. 76.04.150: Requires burning permit for all fires except ' o�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.M. 76.04,150, 76.04.170, 76.04.180, and 70.94 due to exteme fire weath, - or to prevent restriction of visibil_ty and excessive air pollution. , R.C.'N. 76.08.030: Cutting permit required before cutting merchant- R.C.W. 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 ' Lion inc u ing sand, gravel, stone, and earth from barrow pits) . UNITED STATES ARMY CORPS OF ENGINEERS ' Section 10 of River and Harbor Act of March 3 1899: Requires permit or construction Coast of er than ri gem, see S. t Guard administered permits) on navigable waters (King County Department of Public Works will obtain) . FIRE PROTECTION DISTRICT , R.C.W. 52,28.010 52.28.020 52.28 ,030 52.28.040 52.28.050: t rov es aut or ty or, requirements o an pens ties or ailure To secure a fire permit for building an open fire within a fire protection district. UNITED STATES COAST GUARD , Section 9 of River and Harbor Act of March 3 1899 General Brid e ' ct ° a*c an enema n e ct o u ust Requires a permit or, construction o as amen e naysga a waters (King County Department of Public Norksrwill on obtain) . King County Department of Public Works will comply with , pertinent sections of the following laws while securing the afore- mentioned permit: Section 4(f) of Department of Transportation Act, National Environmental Policy Act of 1969, Water Quality , Improvement Act of 1970, PUGET SO_DAIE POLLUTION CONTROL AGENCY , Section 9.02 d 2 iii� of Re ulation I: Request for verifica- tion o population densi — on mac or should be sure his opera- tions are in compliance with Regulation I, particularly Section ' 9.02 (outdoor fires) , Section 9.04 (particulate matter--dust) , nd airbontion 9.15 (preventing particulate matter from becoming .a- , PERMITS REQUIRED FOR THE. PRUJECT - Continued ENVIRONMENTAL PROTECTION AGENCY Title 40 Cha ter Ic, Part 61 : Requires that the Environmental rotectton gency be notified 5 days prior to the demolition of any structure containing asbestos material (excluding residential 1 structures having fewer than 5 dwelling units). The above requirements will be applicable only where called for on the various road projects. Copies of these permits, ordinances, laws, and resolutions are available for inspection at the Office of the Director of Public ' Works, 900 King County Administration Building, Seattle, Washington, 98104. It shall be the responsibility of the Con- tractor to familiarize himself with all requirements therein. All costs resulting therefrom shall be included in the Bid Prices and no additional compensation shall be made. All permits will be available at construction site. 1 t 1 t HWV-R32320-AA FRf VAILV a MINIMUM hCURLY WAGE RATES DECEMBER 0%. 1965 OCCUPATION: FLAGCERS LOCATION: CLALIAN, CFAYS HAPBUR, ISLANC, JEFFERSON, KING. KIOSiP. Lf MIS. MASCh. PACIFIC INCRTH CF WAHKIAKON COUNTY NORTHERN BOUNDARY EKTENGEC DUE WEST TO THE PACIFIC OLEANI . PIERCE, SKAGIT. SNCHCNISH. THURSTCN. W W CC1. CCUNTIES. ANU TAK►NA COUNTY (THAT PUNIIGN LYING WEST OF THE 1201- NERIDIAN) . FRIhGL BENEFITS ICIAI HCLPLV BENEFITS 3.43 S/hR. ' WAGE RATES ' UCCUPATICK OCCUPATION STATE CUBE DESCRIFTICN RATE t 260-UOIO FLAGGED 10_7B 260-OU20 FLAGNEh OTHER t260-9010 STATE? UVEKTIME - ALL HGLRS WORKED IN EXCESS CF B HUURS PER UAY OR 40 hUURS PER WEEK SMALL bF PAID Al CNE ANC UNE I-Alf TIMES THE REGULAR RATE OF PAY. t f ' CITY OF hfhlGh WATER SYSTEM PROJECT t PACE 1 ' HOY-R32320-AA PREVAILING MINIMUM HOIINLV WAGE RATES DECEMBER 09, 194S OCCUPATICNL LAECPFFS ' ISE►FR G KAIER LINE CCKSIPLC71CK1 LCLATI03 CL-ALLAP. GRAYS MARBOR, ISLAND. JEFFERSCN. KING. KITSAP. LE►IS. ' MASCK. PACIFIC WRT14 CF WAMKIAKUP COUKTY NGATHERN EOUNDARY FKTENCEC DUE 0ES1 TO 114E PACIFIC CCEAKI. FIERCE. SKAGIT. SNLHEMISF. THURSTON ANC WMATCCM COUNTIES. FR►NuE MENEFIIS NEALTA AND LELFAAE 1.75 3/MR. PEKSIDK 1.55 A/ER . TRAINING FUKD .13 A/HR. WAtiE RATES (XCLPAT1CK CCCUPATICN STATE ' 006 DESCRIP71CN RATE 360-0010 GENFPAL LAbORER 13.E0 36C-002C PIPELAVEN 14.28 ' 360-UO3C TOPMAN 14.14 1 fd(F 2 ' h.Y-R3i32J-AA PREVAILING MINIMUM HGURLY WAGE RATES DECEMBER 01. 1985 U.LUPATICN: PCKFR ECLIPPENI CPEFATCPS (SEbER I WATER CUMSIRU[TICNF LULAIiCN: LtEIAN. LIALLAM. COUGLFS (Ti-AT PCRTION WHICk LIES WEST OF 101F ' I200- MFPIDIAN). GRAYS MARBCP. ISLANC. JEFFFPSCN. KING. KITSAP. KIT] ITAS. LEr IS. MASON. PAC If EC (NCRTH OF A STRAIGHT LINE FPCP THE SCUIk-FPN BCUKCAPY CF LfhiS COUNTY EXTENDED WEST TO THE PALIFIL UCEANI PIERCE. SKAGIT. SNCMOMISH. IhURSTUN. WHATCCM ANC tYAKI►A CLUNTIES. k RIh.k BFKFFII! k EALTH AND WELFARE 1.95 $/HP. FENSICN 2.J0 ►/fA. ' IRA1NIN6 FLND .21 A/HR. WAGE RATES ' LLCUPATICK LLCUPA71ON STATE CODE OESCFIFTICN RATE ' GPCUP 1 S-8C-CC4C dACK fILLFR 16.92 ' SbJ-O03C BACKkUt 178C CASE IME ANU LARGER ►11H 16.92 A T T AC kME N1S1 `.d C-GlCC CLAM 16.92 580-012C CNANE 16.92 ' 58J-0130 GITCk IKG PACkINE 16.52 SbC-015C OCIEW (ALL LA1 . IYPI ❑-3 AKG LA11GE91 16.92 580-0160 CRAGL INE 16.92 55J-U190 FRCNT-1NC LCAOEA 12VCS. ANG UVERI 16.52 580-021C MECHANIC 16.92 580-0220 MECf ANIL WELUER 16.52 58J-024C PCT(F , RAUEf Ib.42 ' 5b0-J31C SCREED 1b.92 580-0330 ShCVEI (3 YCS. ANC UNDER) 16.92 58C-C35C '_ICE OUCP TALL CAI. TYPE 0-3 AND LARGER) 16.92 ' GROUP 2 t 560-01)20 BALKhCE 1680 CASE TYPE AND SMALLER WITk 16.425 Al1ACHM0,IS1 5b0-0050 BENLING MACkINF 16.425 SBJ-UU60 BLCP TRUCK (STATICNARYI 16.425 t560-001C 80RING MACHINE 16.425 CITY CF PFN%N WA 1FR SY:IEM PRCJECI ' PAGE 3 r rHWY-R32D20-AA PREVAILII.G MINIPUN HCLRL► WAGE RATES DECEMBER 09. 1985 OCCUFATILNi FIRER kCU)PMENT UPkPA7URS rISEWFA t ►ATER CCKSIRUCZIOMA LGC 4IluN: CftLLAN, CLALLJM. DOUGLAS (THAT PCPTIGK WHICH LIES WEST CF 7►E r 120TF MEPICIANI. GRAYS RAABOR. ISLAND, JFFFE7t SUN. KING. KIISAP. KITTITAS. LE►15. PASCK. PACIFIC (KCRTH OF A STRAIG►T LINE fkjm THE SOUTkEPN BOUKUARY LF LE►IS CUUNTY EATENDEU WEST TU THE r PACIFIC CCFANI PIERCE. SKAG17- SNOHJMISM. IHURSIUN• WHATCOP AND V4KIPA C(LKIIE5. W4Gi RATES rOLLLPATILK CCCUPATICK STATF CURE OESCRIFIICK RATE rGRCUP 2 r 5b6-0C9C CUPPACTORS 16.42S 560-014C UOIER (ANY TYPE SRALtER THAN LAI 0-3) 16.42S 5Bu-01TU CW11tS ItkACI TYPE) 16.425 500-OIEC FRCK7-EKC LCAOER IUKOfR 2 VC 1 16.425 r 581)-U200 GIN TKJLK 16.425 580-0230 NFL►ANICAL OtEASEA (LAR(f CREASE TRUCK) 16.42.. 580-G2TC P4VIKG MACHINES 16.425 ' 580-028C FCT PIREMAN (ENGIKE OPERATED ABOVE 3 8BL.) 16.4?5 S80-0300 W(LLFRS 16.425 580-032C SER41Ck PLU► 16.425 58J-0340 SIDE b00M ZANY TV" SMALLER THAN CAI 0-3) 16.425 r 58C-C3tC IZACIAIR 16.425 5dO-038C 'eftt POTNI SYSTEM 16.425 rGRCUP 3 580-JU16 41R CCMPAFSSCR 14.46 r 500-WU80 C►AIN TYPE ClICHER 10116► WITLHI 14,46 580-0IIC CCNCFETE SAW 14.4t 580-02tC OIL-GPEASfR 14.46 S80-0250 CILEP 14,4E r 58C-C25C PIMP 14.46 580-037C WELDING MACHINE 14.46 r r r CIIV uF RENTUN WA7f4 SYSTEM PPOJFCT r rFACE 4 ' HWY-932320-AA PREVAILING MINIMUM HOURLY WAGE RATES DECEMBER OS, 1985 OCCUPATIONS PCbfIl :LIPPEKI CPEFATCRS ' FSE►EA T WATER COhSYPOC710N1 LULATICN: CHF(!K. CLALLAP, CCUGL-AS ITFAT PCRTIUN WHICF t1ES WEST OF THE ' 12CTh MFRIDIANI. GRAYS HAMM. ISLAND. JEFFEIRSON. rlhG. KITSAP. KITTITAS. LEWIS, MASON, PACIFIC (NORTH OF A STRAIGHT LINE FPDM THE SCLTHFRN PCUKCARY CF LEWIS CCUNTY EXTENCEC WEST TO THE PACIFIC OCEAN) PIERCE, SKAGII. SKOHOMISM, TKUASTOK. WHATCCP ANC ' YAKIPA CCUNTIFS. OTHER 58J-991J STATE: OVERTIME-All WCRK PERFORMED IN EXCESS LF 8 HCURS CFR OAY CR 40 WURS PFR WEEK AND ' ALL WCKK FERFORMEC Ch SAIUROAVS (EXCEPT PAKE- UP CAYSI ANC SUNDAY$ SHALL BE PAID AT ENE AND CKF-FJLF 11PFS TFE REGULAA RATE OF PAY. ALL ►UKK PERFORMED CN HOLIDAYS SHALL BE PAID ' AT CLUdLE TFE REGULAR RATE OF PAY. I ' CITY CF FFKTUN %ATFR SYSIEP FPCJF.CT t tPAGE 9 ' NwY-R32yZp-AA PpEYAILIAG ML AIMUM MCLAIY WAGE RATES CCCUPATICRt SUAVEYCRS DECENBER l UCA71 CNs 09• 1985 AdOR CIAILAY, C M MASON PACIFIC. PI6,,C;,ISLAAC. JEFFERSCNCOCAl,F3. SKAGIT. SNONCnISN.KNG. KITSAP, TNURSTCA LERIS. Fn1NGf BENEFIic ANC YHI TI CN PTCTSNCLALY EFKEFIT INR1Y CHIEF. TUTAIPE{' UN STRU14ENT H(CRLY 1.OD B fN EF 1T - CHAIN PERSON .7G f/NR. RAGE RATES UCCUPATIUA CODE OCCLPAIIGA 12C-CCIC CN DESCRIPTION STATE 7720- STR PERcCA RATE 720-OU70 OU40 INSik U"N1 PFk SUR IJUNICp ENGINEER( e.25 ' FARTY CHIEF (ASSISTANT OTHER EAGINEERI 11.00 I1.50 ' 720-9U10 IFAa E NCURSR�TME - 4L1 HCLAS RC,RKEO IN EXCESS tlF PA AT PER CAY OR ♦0 RS 6 PER KATI CAE ANC CNF-FJLF TINES THE EREGULAR SHALE CF PAY. ' GIIY CF FFATCN RA 1E1, SYS'" PACJECT ' PAGE A HWY—R32320—AA PREVAILING MIAIMUN HCLPLY WAGE RATES DECEMBER 09. 1985 CCCUPATICN: 7EAMSTEAS ' LULATICN7 CLALIAP. GFAYS HARBOR. ISLANC. JEFFEASCN. KING, KITSAP, LE►IS. MASON. PACIFIC (NORTH CF THE WAHKIAKUM CCUN7V NORTHERN BOUNCARY e EXTFN[fC CUE WEST TO TFE PACIFIC OCEAN). PIERCE, SKAGIT. SNOHCM15H. IHLkSTCN, ANO WHAT(CM COUNTIES. FkiNCE BENEFITS HEALTH AND WFIFARF 1.89 A/HR . PENSION 1.75 1/hp. WAGE NATES UCLLPA71EN CCCUPATICN STA7F CUUE UESCRIPTICN RATE GNCUP l 73C-065C LFVEPMAh ANC LCACERS AT RUNNERS AND 17.06 BATCF PLANTS 730-1230 SWAMFFA 17.0f 13C-1B1C WANEHOUSEPAN AND CHECKERS 17.06 GNCUF 2 73C-13CC 1FAN CANER I7.II GkUUP 3 730-011G BULL LIFTS. OR S1141LAR ECUIPMFNT USED IH 17.16 LOADING CA LNLCADING TRUCKS, TRANSPORTING MATERIALS ON JOB SITES-UWAREHOUSING 730-0140 BUS CA FMfLCYEE hAUL 17.It 73C-020C DLMPSTERS. AND SIPILAR FCUIPMENT:TLURNC— 17.16 k CCKEkS. TOURNOWAGON. TOLRNCTRA1LEk. CAT Doi SERIES. TERRA COERA. LETCUPNEAU. WESTINGI-OUSE A7MLV WALON. EUCLID. TWL AND FCUR—WHEELEC ' FCWFR TRACT" WTh TRAILER AND SIMILAR 7CP— ICACFO ECLIPPENT TRANSPORTING MATERIAL ANC PERFOkMING ►ORK IN TEAMSIER JURISCIC71CN:DUMP ' TPuCKS. SICE. ENC AND BC7TC14 DUMP, INCLUDING SFMI—TRULKS AND TAAIhS CA CCMBINATIONS TFEREOFIUP TO AND INCLUDING S YARDS 13J—J6L0 FUEL TRUCK. GREASE TRUCK. GREASER, BATTERY 17, 16 SFRVICE MAN AND/CF TIRE SFRVICE PAN UITY CF PFNTLN WATER SYSiFM FACJECT 1 FAGE 7 ' MWV-R32320-AA PAEVAILINC MINIMUM HCUALV WAGE RATES DECEMBER 09. 1SSS OCCUPATIONS TEAMSTERS ' LOCATICht CLALLAM. GRAYS HARBLR. ISLANC. JEFFERSON. KING. KITSAP. LE61S. MASCh. PACIFIC INCPTM IF TMF KAhKIAKUM COUNTY NORTHE"" BOUNOARY EXTENCEC OUL WESi TU THE PACIFIC OCEAN) . P CRCE. SKAL: . . SNCMCMISH. IHURSICN• ANC W MTCCM COUNTIES. WAGE kATES CLLUPATICN CCCUPATICN STATE COOS DESCAICTICN RATE GROUP 3 730-1100 SLISSCRS TRUCK IT.If 730-135C 1RACTCk• SMALL RUIPEP-T1FIC IWMEN USED WITHIN 17.16 TEAMSTER JURISDICTILMI 130-1750 VALULM TRUCK 17.1f ' 13G-20GC VAIFA kAGCh AND ISNK TAL(K3 UP TC 1630 77.If GALLLNS 730-2200 kiNLH TRLCX. SINGIE REAP AXLF 17.1f ' 7:0-2220 kkECKEk. 1111 TRUCK AND 51141LAR ECUIPPEKT 17.16 LACUP 3A 13C-C4fC FLAHFRIV SPFEACEA 17.49 GROUP 4 710-0500 FLAIPEC TRUCK. DUAL REAR AXLE 17.27 GROLP 5 730-0080 SUGGYAUBILE AND SIMILAR 17.33 130-0670 HYSTFR CFFRATORS IHAULINC BULK LOOSE 17.33 AGoRFGATESI 730-1140 STRAGGLE CARRIER TRUSS. FVSIER AND SIMILAR! 17.33 130-2011 kATfR WAGON AND TANK TRUCKI 1600 GALLONS 17.32 10 3CCG GALLLNS uRCUP 6 ' 13C-150C IkANSIT-MIX. 0 TC AND INCLUOIhG 4.5 YOS. 17.77 1 CITY CF PENTLN WATER SYSTFP FkC,ECT PAGE E N%Y-k 32320-AA P%EVAILING P1N1PUM HCtRLV WAGE RATES DECEMBER 09. 1985 CLL.UPATICN: TEAPSTESS LLCAIICN: CLAIIAP. CFAYS HIABOR. ISLANC. JCFfERSCN. KING. KITSAP. LE►IS. MASON. PACIFIC INDk7M CF 7Nc %ANNIAKUP CCUNTV NORTHERN BCUNC►AY FXTEKLEC CUE %EST TO TFE PACIFIC OCEAN). PIERCE. SKAGIT. SNCHCHISH. 7HLRSICN• A" %NATCCP CCUNTIES. %AGE RATES LCCUP►TICK CLCUPATION STATE CODE OESCRIFIICK RATE tGRLUP 7 73C-021C OLPFSTERS. AND SLPiUk ECUIPPFNT:TCURNC- 17.38 PCC.KEk S. lUkRN0%AGON. ILLRNCTRAILEk. CAT U► SEPIES. TERRA CCBRA. LETCURNEAU. %ESTINGHDUSE AIHEV .AGCN. EUCLID. TkC AND FOUR-%NFELEC ' VU%ER TkACTCP ■TN TRAILER AND SIMILAR 1CP- LLACFC FCUIFPENT TRANSPCPTING MATERIAL AND PEkFCRPING KRK 1N 7EAPSIFR JUkISCECTICN:OIIMP ' IkUCKS. SIDE. ENC AND 8CI7ON UUFIP. INiCILDINL SFPI-TRUCKS AND TRAINS CR CLMBENATIONS THENFUF:GVFR 5 YARDS 1C AND INCL. 12 YARDS 730-U41C EXPLCSIVF TRUCK IFIELO MIX) AMU SIMILAR 1T.38 FCLIFPFNT 730-071C LUWbE0 AND HEAVY Dt IY 1PAILLR: UNDER 50 17.18 TONS CRLSS 13C-llrt SLLARV 1RLCR OR1%ER 17.3d 130-1I6C SNU-GU ANC SIMILAF FLUIPPENT 17.38 730-2210 %1NCF TRUCKS DUAL PEAR AXLE 17.38 GkOLP 7A ' 730-0910 GIL DISTRIBUTOR DRIVER tPCACI 11.49 1 ' CIIY LF FFKICN WAIEk SYSTEM PROJECT PACE 9 ' WV-R3232O-AA PREVAILING MIh1MUM HOLRLV WAGE RATES OECEMBER 09. 1985 "CUPATILh: IfA/STEPS IOC411CN: CLA/LA Y. GFAr ISLAND. JEFFERSCN. KING. KITSAP. LEWIS. MASLN, pA F S HARBOR. CI lC IhORTh GF THE MANKIAKUM LOUNTr NORTHERN BCUhCARY f K1FNCEC CLF ►EST TC ihF PAC/FTC OCEAN I. PI FR C E. "AilTo St1UhCMISF. THLk570N. AND WHAICCP CCUATIES. WAuE RATES UCCLPATICK CODE CCCUPAIICA ' DESCRIPTION STATE +MCUp R RATE 130-022C ULAPSIEkS. AND S1r1LAR ECUIPPQNI:TCURNC- PLCKFRS. TGURNOWAWN. TOIM';iRA(LER. CAT 0w 17.44 SFPIE S. 7ERRp CCEFA• IETCUPNEAU♦ wESTIKGHOUSF ' aTHly wAGpN. EUC ll0. TWC AhU FOUR-wHEEtEC PCwFP TRACTCR WTr TRAILER AND SIMILAR IDp- LC4UED FCLIF/ENT 7RANSPCFTIhr MATERIAL AND PERFORMING WORK IN TEAMSTER JURISDICTICN:DUMP TRUCKa• S1GE. ENT ARC 807TOR DUMP. INCLUDING SFMI-TRUCKS AND 7pA,;.S CR C(M81hAllo NS THEREOF:UVEF 12 YARDS TO AND INCL. It YARDS uRCUF 9 ' )3C-J10C BUIh CFMENI TANKER 730-0230 CUMPSTERS. AND SIMILAR ECLIPMENT:TCURNC- 17.49 RCChFR$. IC IRNCwA(Ck. TCURNCTRAILER. CAT Cw 17.45 SERIFS. TERRA COBRA. LF ULPNEAU.AT ►E STINGFCUSE PG�EN TRARA ' hFY T CT EULI IC, TWC AND FOUR-WHEELEC TRACT NTH TFAIIFF ONE SIMILAR TCP- LLAOEu EOUIPMENT TRANSPCRTING MATERIAL AND ' PFRFCPM(h6 WEAK IN TEAMSTER JURISGICTION:DLWP TWLCKS. SIDE. END AND BCITCp DUMP. IhCLUCING CN 1 HE FfCFaCYEFCKS Al ND 6 Y$PC551CRANDM INCL1120 SYARDS 73L-ZOl'_ WAIFP WAGCN AMU IAhK IRLCK: CVER 3000 GALLONS 17.49 "CUP ID 13C-C12C 6LIL IIf1S, ER SIMILAR ECUTFNFNT USED IN 104L IN6 UR UNLOADING TRUCKS. iRANURTING SP 17.51 ■ a47FF IALS CN JGB SITES:CIHFR THAN WARFHOLSING ' CITY CF R`NTON WATEF SYSTEM FFCJFCT tFAGE It HWY-Ils 2320-AA FREYAILIhG MIh IMUM hCURLY WAGE RATES GECENBER G9, 196S CCCUP..TIONs T:AMSIERS LULAYICN: CLAILAP. C- AYS hAABOR. ISLANC. JEFFERSON, KING, KI7SAP. LE►!S, MASnh. PACIFIC INCKTH IF THE ►A "IAKUM COUNTY NORTHERN BOUNDARY EXI MED OUE WEST TO 7PE PACIFIC OCEANI. PIERCE. SXAGIT. SNChlP15F. THUFSIch, ANC WhA7(0M COUNTIES. ' WAGE RATES LLLUPAT ICh GCC.UPATIGN STATE CCUE DESCRIF71Ch RATE rGROUP 11 130-1S10 TPANCI7-M 1X USED EXCLUSIVELY IN HEAVY 17.54 CCh_ UR. /CVER 4 YES. IC AAO INCL. 6 VOS.1 GKCUP 12 ?JG-001C A-FRAP1 CF FYORAL 1FT TRUCKS CA SIMILAM 17.64 EQUIPMENT WHEN A-FRAME OF HYDRALIFT CP SIMILAR ECUIPMEM7 IS IN LSE .iKOUP 13 730-0240 OUMPSTERS. AhD 41PILAP tCUIPMENTITOUANC- 11.66 ROC' IRS. TCURNOWAGCK, TCUANGTRAILER. CAT OW SFRIk S. TERRA CCEFA. LEICLRKFAU. WESTIKGhCUSE ' AThEY WAGCN. EUL11D, TWC AND FOUM-AHEEIED PLWFF TRACTOR WTF TRAILER Ah0 SIMILAR TOP- ICADED FCLIPMENT IRANSPCPIIhG MATERIAL ANC PERFCRMINC WORK IN 7EAMSIER JURISDICTICN:UUMP 1PLC931 SICE. EKC AKO 6CTTCP DUMP. INCLUCING SLMI-71%UCKS AND TRAINS Co CC11BIhA7ICKS THEREOF:OVER 20 YARDS 70 ANO INCL. 30 YARDS 13C-C72C LLWBED ANC hEAvY CUTY TAAIIFRi SO TCKS I1.66 GROSS TO AND INCLLOING i(C IONS GROSS ' GROUP 14 130-ISZC IRW II-PIX USEO 0CLLSI►ELV IN NEAVV 17.70 CCNSTP.FUYER 6 YDS. TO AAO INCL. F YDS. CITY CF FENTUN WATFF SYSTEM PFOJECT FAGS 11 r ' HWY-R32320-Ap PREVAILINC MINIMUM FCURLV WAGE 44TES DECE14BER CV. 1985 LLEUPA71ONZ TEAMSTERS rLGCAIICN: CLALLAM. CkAYS hAR00R. ISLAND. JEFFFRSGN. KING. KITSAP. kFbIS. KASEN. PACIFIC INCRTH IF THE YAMKIAKUM COUNTY NDk TMENN BOUNDARY r EXTFKCEC DlJt WEST TO TML PACIFIC OCEAN). PIERCE. SKAGIT, SNCHCMISK. ThURSTCN. AKC WI-AT(CM CUUNI IES . rWAGE RATFS LCL.UPA71Ch CCCUPATIUN STATE CCOF CESCPIFTICh RATE rGROUP IS 130-025C CLWFS TER$. A#40 SIP IL AR FCUIPFIFN 7:10 URN(I- 17.07 h CCKf PS. TCLPh0-AGCh. ICLRNCTPAILFP. CAT CM SERIFS. TERRA COBRA. LETCURNEAU. ►ESIIKGMGUSE r AT"Y WA"N. EU4:11C. TWC AND FOUR-tiff ELED POWER TMACTCR 07M TRAILER AKU SIMIIAP tCR- ' CACFD EGUIPMeNT TRANSPORTING MATERIAL AND PFPfCRMIKt NCRK IN TEAPS7FP JUNISCICTICh:DJMP r TRUCKS. SIDE. END AND BCITCP DUMP. IKCLUCING SEI11-TRUCKS AND TRAINS CA CCMBINATIONS 1HFREGF :CVER 30 VCS. TC ANC IhCL. 40 YES. r 130-0730 LOWBEU AND tEAVY CLTY TRAILER: OVER IOC 0.62 TCKS GPCSS GkOUP 16 730-1530 T"" ll-NIX USED EACI6511FLV IN HEAVY 17.66 LCKSTR.:CVFR 8 YCS. IC AND IhCL. 10 YDS. GROUP 11 r 130-0260 F.UMF5ILkS. AND SIMILAR FGUIPMENT: 7OURN0- 17.1;8 k CCKFRS• TLUAhC%AGCN. *CLPhCTRAILFR. CAT CK SERIES. TERRA COSPA. 'E1CUAhEAU. \ESTINGMCUSE ATFFV WACCN. EUCLIC. TNU AND FOUR-WOFFIFC r PLRER 7RACICR WTF TRAILER AND SIMILAP TCP- LuADtU EDUIRMENT TRAN59CATING MATERIAL. AND f EFf CNMING %CRK IN IFA14SIFR JUMISGICTWN:UUMP TRUCKS, SIDE. END AND FCTICP UUPP. INCLUCINU, SFMI-TRUCKS AND TRAINS CM CUMBINA11GNS '"AFE"E VEP 40 YARCS TC AND INCL . !)5 YARCS r r CITY CF RFN%N WATFR SYSIFW PRCJfCT r rFAGE II ' HNY-K3232J-4A PKEVAILINC MINIMUM FCGRLY WAGE RATES DECEMBER C9. 1985 OCLUPATIUNs TEAMSTERS ' LCCAT1CNs CLALLAM. CRAYS HARdUR. ISLANC. JEFFERSON. KIND. KITSAP. LEWIS. MA,Ch. PACIFIC IACRIH CF THE WAHKIAKUM CC,UNTY NORTHERN BOUNOANY FATENCEP OUE WEST TO THE PACIFIC OCEAN) . PIERCE. SKAGIT. SNCF(PISH. THUKSICN• ARC WEA7(CM COUNTIES. WAGE FATES CCW PAT ICA CCC UPA 11Gh CODE' STATE CESCPIFTICh HATE GROUP 18 130—IS40 TAAhSIT—MIX USED EXCLUSIVELY IN HEAVY CCASIh. sCVER 10 YCS. TC AAC INCL. 12 YCS. 18.03 1 GKGUP 19 130-1553 TRIASIT-MIX USED EXCLUSIVELY IN HEAVY :LAcTR, ;O VEK 12 YES. IL AND INCL.. 16 YCS, 18.Is, GNCUP 20 ' 7JC-15be 1FeASiT—MIX USED EXCLUSIVELY IN HEAVY CCNSIR—OVEl, 16 YUS. IC AAD INCL. 2C YCS. l8.35 ' GACLF 21 13C-151C TAAN51T-MIX USED EXCLUSIVELY Ih HEAVY C -STP.s JVER 2C IDS. 18.51 ' oNLUG 72 ' 1c0—J4CC ESCCRT DRIVER T30-1J20 PILL? l&A 17.0, 17. GRCUP 23 730-041jC FIAIRFD TRUCK, S1AG1E REAR AXLt 73U-1010 FILK-UP TRUCK ' ..M OLP 24 _ ' 730-3810 MECFANIC hELPER 16.11 Lilt CF FFAICA WA1FR AYSTEM PFOJECT tFACE 13 1 ' owY—RAMO—AA PREVAILING MINIMUM WCLRLY WAGE RATES DECENG10 09, 1965 CICCUPA71CNI 1EAPSIEFS LJCATIU.s CLAM UM, GRAYS HARBOR. ISLAND. JEFFEkSCN, KIRG. KITSAP, LE►IS. MASCN. PACIFIC MNCRTF CF TMF wAMIAKUH COUNTY NORTHERN BOUNDARY t EKTFADED OLE wESI TC I" PACIFIC CCEANI, PIERCE, SKAGIT. SNUPLMISP• IMURSIGN, AND wHAICON COUNTIES. WAGE RATFS UCLUPATICN CCCLPAIICK STATE CCOE DESCRIPIION RATE tGKCUP 25 73C-08CC M1ChANIC 1T.SO CTFEF 73L-S73S STAIF : FCw CCCUPAIICK 73C-0260 IN GFCUP I7 ADO .I5 A/HN. FOR EACH IC YARD INCREPERI CVEF 55 YAPCS 13C-9T3E STATE: OYFIM ME—All hERP PERFCKMFC 1N EXCESS OF B HOURS PER UAY OR ♦C HCLRS PEP MEEK. MGN- CAY IPRI;UCI' FKICIY, ANC ALL wUPK PERFURMED ON ' SAILROAYS SMALL BE PAIL AT CNE ANC ONF- MLF TIMES THE REGULAR PATE OF PAY.AII WORK PER— "APED CA SUNDAYS AND EOl1CAYS SHALL BE PAID Al UCUBLE I" REGULAR PATE LF PAY. ' CITY Ul AFNTON 4ATFF SYtiTFN i JFCT FAGE 14 i SUPPLEMENTAL PROVISIONS CITY or NEINOM ' STMpMp 9@!<lUR1O6 THE STANDARD SPECIFICATIONS FOR ROY', BRIDGE AND NNICIPAL CQNSr"TION PREPARED BY THE WASHINOTON STATE DEPARTMENT OF TRASPOR'ATION AMC THE WASHINOTOM STATE CHAVEA OF THE A1ERICAN gBIC WOMS ASSCIATIO 19M EDITION 9W.L BE HEREINAFTER REFERRED TO AS THE •ST40OW 5T4CIFICATM- AD SAID SPECIFICATIONS TOGET" WITH THE LAWS DE THE STATE OF NAS.IHOTON AND THE DRDINACES AMC OWRTER OF THE CITY OF FENTON, 50 FAR AS APPLICABLE. ARE HEREBY INCLUOEC IN THESE SPECIFICATIONS AS YH D" WOTEO 1% THEIV ENTIRETY AMC SMALL APPLY EXCEPT AS AMENDED OR 9JIDMEDED BY THE SPECIAL ACYISIOS HEREIN. A COPY OF THESE STAIWAvH` SPECIFICATIONS IS ON FILE IN THE OFFICE OF THE P$IC WOWS DIRECTOR, MNICIPAL BUILDLG, RENTON, WASMINOTON 98055, WERE TMEY MY BE EXAMINED AD COPIED BY ANY INTERESTED PARTY. WEREYER REFERENCE IS MDE IN THE STADARD VECIFICATIOS M THE OWNER OR STATE, 91RN REFERENCE SHALL B: C0kSRLED TO N_AN THE CITY O MENTON, AD WHERE REFEPDDE IS MADE TO THE ENCINEEA, SIXDI REFERENCE SHALL BE COSTRLED TO MEAN THE DIRECTOR OF RELIC WORKS, CITY OF MENTON. OR HIS OLLY AUTHORIZED REPRESENTAT'YE. NOR: THE SPECIAL AD SUPPLEMENTAL "01SIOS HEREINAFTER CONTAINED Sw4L BE IN ADDITION TO OR SHALL SIERSECE PROVISIONS OF THE STADRD SPECIFICATIONS IN CONFLICT HEJERITH. 1 STIBmMO PLUS THE STANDARD PLANS rO. ROAD AND BRIDGE CONSIM[TION BY THE WASHINGTON STATE DEPARTMENT OF TRA1SKINTATIOI AND THE WASHIM ION STATE OMPTER OF THE ANERICAN PUBLIC WORKS ASSOCIATION (PEY.DA,'OI.'05) APE HE.RENH INCLUDED IN THESE SECIFICATIONS AS THOpM "TED IN THEIR ENTIRETY AND SW., APPLY EXCEPT AS AMENDED OR SiFERSEDED BY TE CITY Or RENTON STANDARD PLANS m HEREIN. A 'DRY O THESE STANDARD PLANS AND 'L:TY Or RENTON STAMDARC PLANS 15 ON FILE IN THE OFFICE Or THE RALIC VMS DIRECTOR, MUNICIPAL BUILOING, MENTON, WASHINGTON 98055, WMEPE THEY MY B: EXAMINED AID COPIED BY ANY INTERESTED PARTY. t HEADINGS TO PARIS, SECTIONS, FORMS, ARTICLES NO %JBMTICLES ARE INSERTED FOR CONYENIENCE OR REFERENCE DAY AMC SMALL NOT AFFECT THE INTERPRETATION DE THE CONTRACT OOCUEN'S. ' %"LD@ M. Am SRCUE gpPI51O6 5NRC11BE THE SPECIFICATIONS NOTED HEREIN ARE IN ADDITION TO, OR IN LIEU OF, THE STANDARD SPECIFICATIONS. WNERE SECTIONS AE MARKED REPLACEMENT SECTION- OR -PARTS% REPLACE)"? SECTION-, THE ' SPECIFICATIONS HEREIN ARE TO REPLACE, OR PARTIALLY REPLACE, THE STNg m SPECIFICATIOS MOTEL). WHERE SECTSOIS ARE MAED ^ADDITIONAL SECTIW. THE SPECIFICATIOS HEREIN ME TO BE AN ADDITION TO THE STANDARD SPECIFICATIONS NOTED; WHERE SECTIONS ARE MRKED ^SPPLEENTAL SECTION-, THE ' SPECIFICATIONS HEREIN ARE TO BE A SUPPLEMENT TO THE STANDARD SPECIFICATIONS. 1 1-Cl GUOUTION 00 TUM ' 1-01 10 DEPARTMENT DEPARRE T OF TFA14PORTATION (UDITIOML SECTION) MEN THESE SPECIFICATIONS REFER TO THE IEPARTNEW ON DEPARTMENT OF 1RMl4VNTATION THIS REFERENCE WIL', ALSO INCLDE THE CITY MERE APPLICIM. 1-0.1.11 ENGINEER (REPLACEWENT SECTION) THE DIRECTOR OF PJMC WOWS, ACTING DIRECTLY OR TWO" HIS UTHDRIIED REPRESENTATIVES. ' 1.01.21 SECRETARY, SECRETARY OF TRANSPORTATION (4PPLEN104TAL SECTION) TIE CHIEF EIEMIVE OFFICER TO THE DEPARTMENT PALL ALM REFER TO THE DIRECTOR OF PUBLIC WORKS. ' 1-01,26 STANDARD SPECIFICAT1O4 (ADDITIONAL SECTION) OTHER CERTAIN REFERENCED STgpAR05, AS USED IN THIS SPECIFICATION, ARE FRON THE LATEST EDITIONS OF; , AMA k(RICAM WATERWORKS ASSOCIRTION ' ANSI AMERICAN NATIONAL STMbA/DS ASA kERICAN STANDARDS ASSOCIATION AST% AERICAN SOCIETY FOP TESTING AND HATF.RIALS HEC NATIONAL FLECTRICAL CaY t 1-01.27 STATE (AWITIOAL SECTION] THE STATE S)ALL ALSO REFER TO THE CITY OF RENTON AVE) ITS kjt4MI E0 REPRESENTATIVES MERE , APPLICA&E. 1-Ol 77 ROKj% DRAWINGS (REPLACEMENT SECTION) , THE TM -SHOP DRAWINGS- 94%LL REFER TO THE PICTORIAL DESCRIPTION OF THE DETAILS OF PROPOSED HATERIALS.EGJIPMENT, METHODS OF INSTALLATION, OR OTHER COSTALCTION PREPARED BY THE CONTRACTOR, A , SMCONTRACTOP, OR A %AAYACTURER AND SlMITTED FOR THE APPROVAL OF THE OMER. 1-01.M ACT OF GOD (ADDITIONAL SECTION) , -ACT OF GOD- 'EMS AN EAPTH OLWXE, FLOM, CYCLONE, OR OTHER CATACLYSMIC PKNN W40M OF NATURE. A RAIN, WINCS'ORN, HIGH WATER OR OTHER NATURAL AENOEgTN OF k"Jk AL 1MTEN5: FOR THE SPECIFIC LOCALITY OF THE WCkX, MNICH NIGHT REASONABLY HAVE BEEN ANTICIPATED FROM HISTORICAL RECORDS OF THE , GENERAL LOCALITY OF THE WORN, SMALL NOT BE COSTRUFD AS AN ACT OF GOD 1-01.39 OR EQUAL AAOOITIONk SECTION) t MERE THE TERM H EW&- IS USED HEREIN, THE OWNER, OR THE OVER ON RECOOEIDATION OF THE ENGINEER, SHALL NE THE SOLE .RIDGE Y THE pRLITY AM SUITABILITY OF THE PROPOSED S1W;STITUTION. ' 1-DI.4O APPROVAL (ADDITIONAL SECTION) THE TENT -APPROVk,` OR `APPROVED- SHALL MEAN Al"OVAL GIVEN BY OR GIVEN PROPERLY ON THE BEHALF J , THE OMER. t SLvI~t*I SPWtl�ice�tan (bY 01/27/66) PROW 2 ' I-W BID FROEpNES AND CONDITIONS ' 1-02_2 PLANS AM SPECIFICATIONS (RERKEIENT SECTION) COPIES OF PLANS AND SPECIFICATIONS (BIDDING DOCUMENTS) WILL K ON FILE IN THE DESIGN EINGIHEERING SECTION OF THE CITY OF FENTON PUBLIC WOWS DEPARTMENT 200 MILL AVE16E SOUTH, FENTON VA. "055. ' BIDDING DOCUMENTS MY BE OBTAINED AT THE, ABOVE OFFICE, OR BY MIL, ON RECEIPT OF THE FEES AS SET FORM IN THE CALL FOR BIDS. WAKE DECKS PAYABLE TO THE CITY OF FENTON. 1-02.6(1) PROPRIETARY INFORMATION YEN" SDUO IDENTIFY CLEARLY ANY MATERIALS) MACH CONSTITUTE '(VALUABLE)' FONbALRE, DE SIGNS DRAWINGS. AD RESEARCH SO AS TO BE IDEPT FROM RELIC OISCLOSUBE, ROW 42.17.510, OR ANY MA'ERIALS O`HERt1:SE CLAIMED TO BE EXEMPT, ALONG WIN A STATEMENT OF THE BASIS FOR SUCH CLAIM OF EXEMPTION. THE DEPARTMENT (OR STATE) WILL GIVE NOTICE TO THE VENDOR OF ANY REQUEST FOR DISCLOSURE O SUCH INFORATION REMIYED WITHIN 5 (FIVE) YEARS FT04 THE DATE OF SUBMISSION. FAILtFE TO SO LAW- SUCH MATERIALS OR FAILURE TO TIMELY RESPr I ALTER NOTICE OF REQUEST FDR PUBLIC OMOSURE HAS BEEN GIVEN SMALL BE DEEMED A NAIVER BY T MW7TING VENDOR OF ANY CLAIM THAT SUN ARTERIALS ' ARE, IN FACT, SO EXEMPT. 1-02.12 PUBLIC a"INC$ Or BIDS (REPLACEMENT SECTION) t SEALED BIOS WILL BE RECEIVED BY THE CITY OF RENTON , WASHINGTON, BY FILING ■`N THE CITY CLERK, MRNICIPAL BXI.OING FENTON, WASHINGTON, AS PER THE CA.L FOR 0105 AM WILL BE OPENED AND FAALICLY WAD ALOD. ' 1-07 A/WD AID E71MION BE CONTRACT 1-05.1 CONSIDERATION OF 9I05 (ADDITIONAL SECTION) ALL BIDS WILL BE BASED ON TOTAL SUN BE ALL SOEDILES OF PRICES. M PARTIAL BIOS WILL M. ACCEPTED UNLESS 50 STATED IN THE CALL FOR BIOS OR SPECIAL PADVISIONS. THE CITY RESERVES THE RIGHT KNEVER TO AWARD ALL OR ANY SCHEDULE OF A 810 TD THE LOWEST BIDDER AT ITS DISr'-TION. 1-0 AVF Or TIE Nm 11-0"!! EONE AND PROTEST BY THE CONTRACTOR (REPLACEMENT SECTION) ANY QUESTIONS ARISING BETWEEN THE INSPECTOR AMC THE CONTRACTOR OR HIS SPERINTEMENT OR FOREMAN AS TO THE MEWING OR INTENT OF ANY PART OF THE PLANS AM SPECIFICATIONS OR ANY CONTRACT DOCUMENT, SHALL BE IMEDIATELY BROUHf TO THE ATTENTION OF THE PUBLIC WORKS DIRECTOR OR HIS REPRESENTATIVES FOR INTERPRETATION AM ADOUSTEMT, IF WARRANTED. ' FAILURE ON THE PART OF THE BEAU[ WORKS OIRECTOR OR HIS REPRESENTATIVE TO DISCOVER AND CONDEMN OR FE,E_T IMPROPER, DETECTIVE OR INTERIOR WORK OR MATERIALS, BALL MT BE CONSTRUED AS AN ACCEPTANCE (T ANY SUCH MOCK OR MATERIALS, OR THE PART OF THE IPROYFMENT :N WHICH THE SAE MAY HAVE BEEN USED ' TO PREVU47 ZISPUTES AND LITIGATION, IT 15 FURTHER AGREED BY THE PARTIES HERETO THAT THE PUBLIC WORKS DIRECTOR OR THIS REPRESENTATIVE SNALL DETERMINE THE QUANTITY AND QUALITY OF THE SEVERAL KINDS OF WORK EMBRACED IN THESE IMPROVEMENTS. HE SMALL DECIDE ALL QUESTIONS RELATIVE TO THE EXECUTION OF THE FORM AM THE INTERPRETATION O THE PLANS AND SPECIFICATIONS. Sgl~tal SDWCirlcatim6 (RNV 01/27/86) WAQA 3 1.4IM.ED IN 'PC EVENT TE ION HE LL 6E �A�T AN � CW�CAIAq O'FINE( NNE TCM it D.M i WAITING Q ! R►TElArION, SHALL , NIN } DAYS TOR IS 007 APPOINT AN "IT"iOR AND T� WITHIN 3 DAYS SSENCL N 7 HE Tl MO SUCH CE �E THE FINDINGS 000 SELECT tNIRO RI TNtN 70 DAYS INEW COTRACT011 WILL EACH OCESS THE DECISION OF THE NlOAAO a ARBlTMtORS FILING A AGGIEVEO PARTY. WITNtN 10 DAYS, ALE SHALL BE FINAL No THE PETITIIONTITION FOR REVIEW or NLS THE FIND AINOING ON THE RANtIES, FOR REVIEW ARE L14ITM to 'OI COOT OF KIND CDIARv � A0 DECISION BY SERVIND 1. ARE Wr S GNINC THAT THE FINDINGS WASHING MN TTE 40 RESROLSfvE i0 THE QUESTIONS AND DECISION; WOPIDS , 2. IS CONTRARY RBNITTEDI TD THE TERNS OF THE CONTRACT OR ANY COPOENT D. 15 ARBITRARY ' AND/d THEREOF; O L.O4 0 ARBITRA TONS TOA 14DT BASED AR ARBITRATION. �N TK AFFLICASLE FACTS AND TIE LAW CONTROLLING 11E USI� BASED ON THE EvtOENCE�T TTS OECI5I0N By SETTING F ADIN AT ANY SLOG BIND. TORN IN WITINC TNEIR FINDINGS THE ARBITRATION SIAu BE ' Cgpi DECISIONS GOVERNING SUCH pgpLE1�ACE Wl1M THE SrATOTES OF THE STATE Y WASNINGrON AND DE C0575 pF SOON AR8I IRATW_L _ OPINION CR WI'NDUT REASDNq�EYFOApgTlOV IN iNEL'dL Y BY THE CITY Am TNE TTRACttCTTO-SS FILING OF TIE PROTEST NTW,OR UNLESS IT 1S ' TNE WE'" OF ANY ACTION IS CAPRI,:tQ15 ,N+ON-RESIDENT � SUIT ONHkL BE IN KING COlrtr SERvFD BETORE THE STATE ff WASNINGT 1MSr+;NGTON C057$ SHALL. BE NDAE BY TNF. COvTRACTOR, d, E SNAu AND 1F T E CONTRACTOR L�EEH[INo WORN L#WR THIS CONTRACT- OESI"TE AN gGO,Ni, NTRA IS A 1-0A,10 LPON PROCESS NAY BE , MATERIAL FOB ON THE aRD.tEC7 ADDITIONAL SECTION) ALL SAL vaGE N1tERtAL A5 NOTED d THEAT RLAyS AND TANETN FRDM ACILI TIES , SANITY WR��NAINS, FISNALL RA BE CAREVALVES AND YA��,)p� AND DELIVERED To pEO CITY SNLL, MY COVERS RE O'UVfi AD SALVAGED ENACES. Gid SID°5. All ,ANY COrT t�)ED IN AND DELIYEIEp Tp THE CITY SHOPS. AA; STONN AND RRD.ECT AND NO SALVAGIN'. AND DELIVE�.NC SON i COPENSATION WILL BE NAM. 1-OA,12 WASTE Sl TES "ENS SNQL BE CONSIDERED INCIDENTAL Tp T!E ' ADDITIOAL SECTION) ALL NANERIALS DESIGNATED BY Te LOCATIONS SELECTED BY THE CONigA�TINEER TO BE WASTED 91ALL , 7HE CON7RACTOR BE NF![b, GAPED, AND SPREAD AT IN tNIS SECTION SHALL BLL E�jE RESROISIBILITY Or OBIAIII T� -'PENSATION WILL BE Wa. OERE0 t0 BE INCIDENTAL TD OTNERIS OWY AStE SITE. ALLLNDApga IN LpEO , OF WDRM AND Ai DESCRIBED BELWp DN� t0 THE WASTE StTE SHALL 8E 'NA:NTAINEO SOLELY BY r�E CONTRACTOR IN A K%WR AS SkV*%e"tA1 SDeclflntl,,, ' (Rev 01/27/BE) o 1.4.12 CONTINUED ' THE CONTRACTOR 94ALL BE PREPARED TO USE (MITER TRUCKS, POWER SWEEPERS, AD RELATED EQUIPMENT AS OEETED NECESSARY BY THE LAIC WORKS DIRECTOR TO ALLEVIATE THE PROBLEM OF LOST SPOILS ALONG THE RQUTE. PROMPT RESTORATION OF THE ROTE 15 NIMDATOWY, ' THE CONTRACTOR SHALL SECURE ALL NECESSARY PERMITS AD APPROVALS FDA ANY WASTE SITE TO BE USED. COPIES OF THE PERMITS AM APPROVALS ARE TO BE SUBMITTED 10 THE ENGINEER PRIOR TO STARTING ANY WOW(, ' 1-04.13 HOAS OF WOW (ADDITIONAL SECTION) THE WORKING HIM FOR THIS PROJECT RILL BE LIMITED TO WEEKDAYS DURING THE PERIOD FROM 8:00 A.M. TO ' 1:00 P,X. TIE H101115 OF "W MAY BE CNINFED AT THE DISCRETION OF THE ENGINEER MEN IT 15 IN TIE INTEREST OF THE PUBLIC OR THE COIIRACT.P DUE TD REASONS OF SAFETY, HEALTH, OR WELFARE, 1-04.14 CONTRACTORS COPIES OF CONTRACT DOCUMENTS (ADDITIONAL SECTION ' THE CONTRACTOR WILL BE SUPPLIED BY THE OWNER WITH 5 SETS OF PLANS AMC SPECIFICATIONS. AT LEAST ONE COMPLETE SET OF CONTRACT DOCUMENTS, INCLUDING C E FULL SIZE SET OF DRAWINGS, SHALL BE WEPT AT THE SITE O C04TKCTION IN GOOD CONDITION AND AT ALL TIMES AVAILABLE TO THE OWNER AO THE ENGINEER. ADDITIOAL COPIES OF TIE CONTRACT OCEMENTS, IF REQUIRED, WILL BE FIIMISED BY THE OWNER AT MET COST OF REppOOCTION. I-M COMM OF WORK ' 1-05.3 PLANS AD WORKING DRAWINGS (PARTIAL REPLACEMENT SECTION) DRAWINGS SUBMITTED 914LL BE ON 22 INCH BY 34 INCH MYLAR OR SMALLER SEETS WITH DIMENSIONS IN MULTIPLES O 0 112 BY 11 11OIES. 1-0$.3(1) SUMITTALS (NEW SECTION) THE CONTRACTOR BALL FURNISH FIVE COPIES OF ALL DRAWINGS, SPECIFICATIONS, DESCRIP7IVE DATA, -ERTIFICATES, SAMPLES, TESTS, METHOD, SCHEDULES, AND MANUFACTURER'S INSTRUCTIONS AS REWIRED TO OOMONSTRATE FULLY TNT THE MATERIALS AE) EWIFMENT TO BE FURNISED AD THE METHOD OF WORK COMPLY t WITH THE PR,NISIONS AND INTENT OF THE SPECIFICATIONS AD ORAW:NGS. IF THE INFUWTjON SHOWS ANY DEVIATION FROM THE CONTRACT REQUIREMENTS, THE CONTRACTOR SMALL, BY A STATEMENT IN WRITING ACCOMPANYING THE INFOYIATION, ADVISE THE ENGINEER O THE DEVIATION AND STATE THE REASONS THEREFORE. ' 1-05.5(1) CONSTRUCTION STAKING (REPACEENT SECTION) THE ENGINEER BALL HAVE THE RIGFT TO MAR REASONABLE CHANGES 1N TVE GRADES AS THEY ARE 9401A4 L14 ' THE DRAWINGS. GRADES WILL BE ESTABLISHED IN THE FORM OF OFFSET STAKES AT OISTAN^ES NOT GREATER THAN 25 FEET FOR BATTER BOARDS ON 50 FEET FOR LASER, SET 1N ADVANCE OF THE AMv, WHENEVER WRW IS IN PROGRESS, THE CONTRACTOR SHALL HAVE IN HIS EMPLOYMENT A WORKER COPETENT TO SET A BATTER BOARD ' OR OTHER CONSTRUCTION GUIDE FROM THE LINE AND GRADE STAKES GIVEN BY THE ENGINEER. SUCH EMPLOYEES SMALL HAVE THE DUTY AND RESPONSIBILITY OF PLACING AMC MAINTAINING SLILY( CONSTRUCTION GUIDES. A BATTER BOARD SET WITH AN ENGINEER'S LEVEL SHALL BE USED FOR ALL LINES SET ON A GUM OF ' 0.50 PERCENT OR LESS. AT LEAST THEE BATTER BOARDS SHALL REMAIN IN PLACE DURING PIPE LAYING OPERATIONS. IF, THROUGH THE COTRACTOR�S NEGLIGENCE. ANY STARS SHALL BE DESTROY 3 AND REQUIRE RESETTING, A SWAN SHALL BE OEx P'TED FROM THE CONTRACTOR'S FINAL PAYMENT EQUIVALENT TO THE EXTRA ' COST IN ENGINEERING REQUIRED FOR UIW REPLACEMENT. SWIWM tal SDeci FScatim& (Re- 01/27/56) Page 5 A-05.7(1I CONTIHAED , THE LASER METHOD OF ESTAILISMUO WAS WAY E UWD PROVITjNO; 1. REOESTS FOR USE LISTING EWIPENT. NO 7ETHOD Or OPERATION ME SIBMITTFD FOR CITY REVIEW AD NWW40VAL AT LEAST FIVE DAYS PRIOR TO USE. I. GRADES ARE 0EOED AT LEAST ONCE 0PY 50 FEET AND AT LEAST 5 TIMES DAILY BY CONVENTIONAL METHDDS 5. PIOIER ANCHORING OF PIPE IS PUFORED IN LOCATIONS WERE A BOX IS BEING USED FOR EXCAVATION. THE CONTRACTOR SMALL ARRANGE HIS WOAR TO ALLOW A REASONABLE TIME FOR THE SETTING OF STAES FOR THE MOT PRISE OF HIS OPERATION TO PREVENT WORK DELAYS WHILE WRITING FOR C06TRUCTION GUIDES. , THE CONTRACTOR BULL ASSUME FLLL RESPONSIBILITY FOR DETAILED DI EILSIOG AO FDA TRAM7ERRING ELEVATIONS OR MEASUEHENTS MEASAED FROM SNSN STYES AO MAPS, ' DELAYS BY PERSON OF LACK OF STAKES OR A TIME NE,AEST FOR SURVEY LESS TMIAM 5 DAYS, ARE DEW A AISc TO THE CONTRACTOR AND SMALL NOT BE THE BASIS FOR CLADS FOR ADDITIONAL COPENSATION OR CONSTRUCTION TIME. , ALL COSTS FOP THE CONTRACTORS AgVEYDG 4VkL BE CONSIDERED INCIDENTAL TO OTHER BID ITEMS 1% THE PROPOSAL, *0 NO FURrHO COMPENSATION WI.. BE MADE. UNLESS A 8I0 ITEM FDA SAYEYING IS , SPECIFICALLY LISTED IN THE SCHEDULE OF PRICES. 1-05.5(I) CONTRACTOR PROVIDED CONSTRUCTION STARING (NEW SECTION) PHERE THE CON TRACTOR IS REQUIRED TO PROVIDE CONSTRUCTION STAKING HE SMALL BE RESPONSIBLE FOP SECURING THE SERVICES OF A PROFESSIONAL LAID SIIVEYDR WNO SMALL PROVIDE ALL S PVEY STAKING NEF 1; 1N COO.KTION WITH THE PRaXCT. THIS STAKING SHILL COSIST OF, R1T HOT BE LIMITED TO: ' ROADWAY CENTERLINE SANITARY SEWER SLOPE STAKING FIRE HYDRANTS , ORBS AD GUTTERS STREET L1047INO GRADING AO PAVING UCER POMINC POWER A TELEPNA.. TELEMETRY TRAFFIC SIGNAL SYSTEM STORM GRAIN SYSTEM PSPA. CO. B P.N.W.B. VAULTS ' THE CONTRACTOR SHALL ASSUME FILL RF906I81LITY FOR THE ACCURACY OF THE STAKING OLD SMALL PROVIDE ALL RFAACDCNT STAKING OR RESTAGING NEEOEO. THE CITY WILL PROVIDE THE COTRACTDA'S SRVEYOR WIT ' THE HORIZONTAL AO VERTICAL CONTROL MEDED TO PERFORM THE CONSTRICTION STAKING. THE COETTRACTDA'S SINYEYOP SMALL PROVIDE THE ORIGINAL FIELD NOTES 00 A SET OF THE FIELD NOTES , MIC H SHALL CONTAIN AS-ONSTPICTED LOCATIONS G THE IWR74DENTS CONSTRUCTED UOEP T141S CONtAACT, THESE NOTES SHALL CONTAIN AS A MINIMA THE CENTER LIE STATION AO GY SET AND CUT TO EACH TEE, VALYE, WC, HYDRANT, NAACIE, CLLVERT, CATCH BASIM, ItUTS. CLEAOUT5, SIOESEWER. WATER SERVICE, ICRAB. CUTTER, SIDEWALK, AND ALL OTHER CHARGES IN AL104ENI DA GRADE AS MAY BE HEEDED TO DRAW ' ACCURATE AS C06TRUCTED RECORDS OF THE PROECT, THESE NOTES SHALL BE KEPT LEGTBLT, IN A FJbOT CONFORMING TO GOOD ENGIMEERINC PRACTICE IN A HARD COVERED FIELD BOOK 51RPLIED TO THE CONTRACTORS SUTVEYOPR BY THE CITY ON RE7UEST. , S.p1WAAHLWI SRMKSFICWL1oAW ' (Rev ;Il27/81) POW 6 1-Ol.5.2) COHRIMED ' THE LUMH SUN UNIT PRICE FOR CONSTRUCTION STAKING 01-L BE FULL CDiFt4ATICM FOR ALL SURVEYING 'CEDED TO COS-M91 THE SMIROYOETrtS TO THE LINE AND GRADE PER THE APPROVED PLAS. AFO TO PROVIDE THE REQUIRED CONSTRICTION AD AS-CO4TRCTM FIELD NOTES. PARTIAL PAYNENTS FOR THIS ITEM WILL BE MADE IN Cap"CTI74 WITH THE MQNTLY PAY ESTIwtTES BASED 11PM WORM COMPLETED Aa CETERAItED BY THE ' ENGINEER. L ROADWAY STAKING, SUON AS CENTERLINE, _IMS AND GL"EAS, AD OWING AND ;PAVINC SHALL BE DOE .LT A MININLM OF 25 FOOT CENTERS. 1-05.5(5) CONTRACTOR PRT'IOED AS-BL:.' INFOR0770H 11 SAL BE THE CONTRACTORS RE9061AILITY TO RECORD 74 LOCATION, BY CENTERLINE STATION, DFFSE', AND 10" BLOW PAY""% OF ALL EXISTING UTILITIES AWL.VIDED 00 CROSSEC OPIWG His PROM AS COVERED UNDER TNIS PROACT. IT SHAD BE THE CONTRACTORS RESPONSIBILITY TO HAVE HIS SRVEYA LOCATE BY CENTERLINE STATION, OFFSET AND ELEVATION, EACH MANIA ITEM OF WORM DONE LGEER THIS COI7RAE7. MAJOR ITEMS OF NOW SHALL BE DEFINED TO INCLUDE THE FOLLOWING ITEMS: wt#mcs CATCH BASINS AND DCETS VAL YES VERTICAL AO HDRII7NTA, BENDS OACTION BOXES CLEMDUTS SIDE SEVERS STREET LIGHTS A STANDARDS HYDRANTS WAD" D#MMS IN DESIGN GRAMS) VAA TS CULVERTS AFTER THE COfLETION OF THE WORN COVERED BY THIS CONTRACT, THE CMYRACTOtS SURVEYOR SHALL PROVIDE TO THE CITY THE WAD COVEN FIELD M(S) CM PINING THE CONSTRUCTION STAKING, AND AS-BUILT NOTES; ANC ONE SET OF WHITE PRINTS OF THE CONST"11ON ORAAINGS URN WH:IH NE HAS PLOTTED TE VOTES OF 7N` TRACTOt LOCATING EXISTING UTILITIES, AD ONE SET OF WHITE PRINTS OF TNE CONSTRUCTION CS "WHIM HE HAS ROTTED THE AS41UILT LOCATION OF NE NEW WORK 45 REMAOED IN tNE FIELD BO..IS). iNIS ORAWI. S1kL REAR THE SURVEYORS SEAL AD SIGNATURE CERTIFYING ITS ACCURACY. THE LUP SUN UNIT PRICE FOP CONSTRCTIM STAKING WILL BE FAAL CaKWATION FOR ALL SURVEYING NEECED TO CONSTRUCT THE IMPROVEMENTS 10 THE LINE AND MADE PER nE APPROVED PLANS, AO TO PROVIDE ' THE REQUIRED CONSTRUCTION AD AS-CO6TRUCTEO FIELD NOTES, PARTIAL PRYWNTS FOR THIS STEM WILL BE MADE 114 COMECTION WITH THE WMTH.T PAY E51[NATES BASED UPON WOO: COMPLETED AS DETERMINED BY THE ENGINEER. ' 1.Q5.12 FINAL ACCEPTANCE (REPACEW,47 SECt1ON) THE CONTRACTOR SHALL NOTIFY THE ENGINEER 14 WRITING OF THE COWtETION OF THE WOK WHEREUPON THE ENG:'EEP WILL PROPP Y, BY PERSONAE INSPECTION, SATISFY HIMSELF AS TO THE ACTUAL COPLETION OF THE WGRH IN ACCORDANCE WITH THE TEAK OF THE CMtWl. AD SHALL THEREUPON RECOMMEND TO THE OWNER FHA* THE WORK IS ACCEPTABLE. FINAL DETERMINATION OF THE ACCEPTABILITY OF THE NORK 94%LL BE MALE BY THE OWNER. ACCEPTANCE BY T,E CONTRACTOR OF FINAL COPENSATION FOLLOWING FINAL ACCEP74MM BY THE CITY SHALE CONSTITUTE FLU. AND FINAL PAYMENT FOR ALL WORK LAGER THE CONTRACT, INCLUDING ANY CLAIM FOR DANCED CONDITIONS OR CHACED WOK ORDERS OR EXTRA WOK, DELAY M ANY OTHER CAUSE FOR (—AIMS FOR AOo111MQ COMPENSATION. 1-05.15 WT4M OF SERVICE OF NOTICE (AEPACEHENT SECTION) WRITTEN NOTICE SWLL BE OEM TO HAVE BEEN (PLY SERVED IF DELIVERED IN PERSON TO TE INDIVIDUAL, OR TO A PARr4ER OF THE FIRM, M 70 AN OFFICER OF THE CORPORATION OR OWNER OF TO THE CITY CLERK, OR IF SENT BY REGISTERED UNITED STATES NAIL TO THE BUSINESS ADDRESS SHOWN IN THE CMTPACT MCUENTS. Sup1MMTHtaI SwIFlcatims (MY 01,27tB6) Page 7 145.14 ERRORS AD OMISSIONS (HER SECTION) IF THE CONTRACTOR, IN THE CORM OR HIS NOW. BECOMES ARM OF ANY ERIOLS OR OMISSIONS IN 7E CDOWT OOCUENTS OR IN THE LAYOUT AS GIVEN BY SURVEY POINTS AMC IMS'AUCTIOS, OR TF ME BECOMES ' MARE OF ANY DISCREPACY BETWEEN THE CONTRACT DOCUMENTS AD THE PHYSICAL CONDITION$ OF TIE LOCALITY, HE 94A.L IMMEDIATELY INFORM THE ENGINEER, THE ENGINEER, IF HE DEEMS IT NECESSARY, SHALL RECTIFY THE MATTER AND ACVIZ THE CDNrWlOI ACCOADIW.Y, ANY ' WORN UOE ATER SUCH DISCOVERY, •UNTIL AUTHORIZED, WILL BE DOE AT THE CO TRAC•OR'5 RISK. I-7 LEGAL ALATIU6 AA) IE40SIBI U3 TO THE PARS ' I-07,A SANITATION 1AOD1'130L SECTION) ALL EMPEMSES ICUWED 1N SUPPLYING ACCESS, PARKING, AND SANITATION FACILI•IES SAIL BE C'UN.IDEREC , INCIDENTAL TO THE PROJECT AND NO COPENSATION SHALL BE MADE. 1-07.7 LOW LIM17$ (REPLACEMENT SECTION) ' ALL WNW VEHICLES OF Tti CONTRACTOR, SUBCONTRACTORS, AND StNLlERS SMALL STRICTLY ANN TO 46.44 OR THE NOT ENICLE LAWS OF THE STATE W WASHHINGTON (1%7 EDITION AND AEIOMENTS TIEIEOR) ' IN REGARD TO SIZE, .NOT, AND LOADS OF MOTOR VONICLES. PAYMENT WILL N 07 BE MADE FOA ANY MATERIAL THAT IS OEIIVERED IN D ICESS OR THE LEGAL WEIGHT FOR ' WHICH THE V,NICLE IS %ICENSED. AN Vl"TIOR OF TME_% REGULATIONS SHALL BE REPORTED TO THE AFFECTED LAW ENFORCEMENT AGENT, , THE CONTRACTOR 1S TO FLAN:SN TO THE PUBLIC NORWS DIRECTOR A LISTING OF ALL HALL VEHICLES USED ON THE PROJECT, LISTING THE VEHICLE NMHR, LICENSE NUMBER, TAPE WEIGHT, AD LICENSED LOAD LIMPS, 1-07.9 WAGES (REPLACEMENT SECTION) ' 1HIS CONTRACT 15 SUBXCT TO CHAPTER 59,12 RCW, AND AMENDMENTS AND ADDITIONS THERETO RELATING TO ' MININN WOES. ON FEDERAL AID PROJECTS, FEDERAL WAGE LAWS AD REOXATIOLS ARE ALSO APPLICABLE. HOURLY MINIMUM RATES OF WAGES A) FRINGE BENEFITS ARE 940AN IN THE CONTRACT, WHEN FFOERA. RAGE RATES ANC FTNINGE BENEFITS ARE LISTED, THEY ARE IN ACCORDANCE WITH THE W1TED STATES WARTMENT Or LABOR DECIS:ON NUMBER W 63-5110. , THE CONTVA:')R, ANY S.BCONTRACTON, OR OTHER PER04 DOING THE WORN OR ANY PART OF IT SHALL NOT PAY ANY WORKIEN, LABORERS, OR MECHANICS LESS THAN THE REWIRED HOOLY MINIMUM PATES OR WAGES SHOWN IN THE CONTRACT, *AGES IN DXCESS OF SUCH HOURLY PATES WY BE PAID. IN AIUITIW TO THE WAGE RATE DESIGNATED, THE EMPLOYER 94ALL CONTRIBUTE FOR EACH COPEWABLE MBR THE FRINGE BENEFITS LIS'— IT 1S SPECIFICALLY UNDERSTOOD AND AGREED THAT THE WAGE RATES AND FRINGE BENEFITS FOR N15 CONTRACT ' ARE SUBJECT TO DHANGES, THAT THE BIDDER ACCEPTS FULL RESPONSIBILITY AND A':9WES THE RISK OF ANY INCREASED LABOR COST BY REASON OF PAYING HUGER RATES THAN THOSE SHOWN IN THE CONTRACT, THE CITY DOES NOT WARRANT OR REPRESENT THAT LABD CAN BE PROCURED FOR THE MINIMUM PATES SET FORTH OR AS CHANGED. 17 IS THE CONTRACTORS RESPONSIBILITY TO ASCERTAIN TP- WAGES ABOY. •'INIMM AS HE ' WILL HAVE TO PAY. SLpieRNmtWl Sp9cl Yicet loos (RAY 01/27196) PADW B , 1-07.9 CONTINUED ' THE C WTAXTOR 94ALL POST, IN .A LOCATION ACCEPTABLE TO THE CITY AND 'ABOR AD INDUSTRIES, A COPY (IF TIE APPROVED 'ST411004T T INTENT TO PAY PREVAILING WAGE', A COPY OF THE PE`.'AILINNG WAGE RATES FOR THE PROJECT VON WHICH THE CONTRACTOR HAS INDICATED '.'E AFRWIMATE NUMBER OF WORMERS IN EACH CLASSIFICATION; AND THE ADDRESS AND TELEPHDNE "M OF THE INDUSTRIAL STATISTICIAN ON THE DEPARTMENT OF LABOR AMID l/DUSTAIFS WHERE A COFILAINT OR INQUIRY CONCERNING PREVAILING WAGES MAY BE MADE. ON PROJECTS GOVERNED By W..GE RATES DETERMINED BY THE STATE OF WAWNGTON DEPARTENr OF LABOR AND INDUSTRIES AHD BY THE U. S. SECRETARY OF LABOR, IF iIERE IS A DIFFERENCE BETWEEN THE TWO IN THE PREVAILING RATE OF WAGE FOR A SIMILAR CLASSIFICATION OF LABOR, THE CONTRACTOR 94ALL PAY NOT LESS THAN THE WAGE WMICH IS THE HIGHER OF THE TO. IF THE CONTRACTOR MAKES USE OF APPRENTICES ON PROJECTS GOVERNED BY WAGE RATES DETERMINED BY TIE STATE DEPARTMENT ON LABOR AND INDUSTRIES, HE SMALL PRESENT TO THE ENGINEER WRITTEN EVIDENCE OF REGISTRATION OF 5XI EMPLOYEES IN A PROGRAM APPROVED BY THE ST^,TE UW404TICESWIP COUNCIL AND TE PERIOD OF PROGRESSION FDA EACH SUCH APPRENTICE EMPLOYEE. IF TIC CONTRACTOR NAMES USE OF APPRENTICES ON PROJECTS GOVEPNEI` BY WAGE RATES DETERMINED BY THE U. S. SECRETARY O LABOR, NE SMALL PRESENT TO TM E ENGINEER WRITTEN Ea10ENCE OF REGISTRATION OF SUCH EMPLOYEES IN A PROGRAM OF A STATE AMPENTICE941P AID TRAINING AGENCY APPROVED AND HECOONIZED 5y TIE U. S. "'M OF APRENTICESHIP AND TRAINING. IN THE ABSENCE OF SUCH A STATE AGENCY, TE ' CONTRACTOR SHALL SUBMIT EVIDENCE OF PPPROVA AID REGISTRAATION BY THE U. S. RUREW OF APPRENTICESHIP AND TRA.NING. ' TE CONTAWTOR 94ALL SUBMIT TO THE ENGINEER WRITTEN EVIDENCE OF THE ESTAOLIJED APPRENTICE JOINNEYON RATIOS AND WAGE RATES NN THE PROJECT AREA, WHICH MILL BE THE BASIS FOR ESTABLISHING SUCH RATIOS AND RATES FOR THE PROJECT UNDER TE APPLICABLE CONTRACT PROVISIONS. IF ANY DISPUTE ARISES AS TO WHAT ARE THE PREVAILING PATES Or WAGES FOR WORM OF A -IMILAR NATURE TO THAT CONTEMPLATED UN'ER THE CONTRACT AO SUCH DISPUTE CANNOT BE AD34TED BY THE PARTIES OF INTEREST, INCLUDING LABOR AND MANAGEMENT REPRESENTATIVES, THE MATTER SHALL RE REFERRED TO TE tDIRECTOR OF THE DEPARTMENT OF LABOR AMC IDSTRIES OF THE STATE OF WASHINGTON (ON TO THE UNITED STP.TES SECRETARY OF LABN WHEN PREVAILING WAGES ESTABLIWO By TORT OFFICE ARE INVOLVED), AND MIS DECISION THEREIN 9MALL BE FINAL, CONCLUSIVE AID BINDING ON ALL PARTIES INVOLVED IN THE DISPUTE. IF THE CONTRACTOR MAKES USE OF A LABOR CLASSIFICATION NOT LISTED IN THE SPECIk PROVISIONS, TE CONTRACTOR 9ALL REQUEST THE DEIERMINATION OF THE APPROPRIATE WAGE RATE FOR THE CLASSIFICATION AID FOR THE AREA IN WHICH WM IS PERFORMED, FROM THE INDUSTRIAL STATISTICIAN ON THE DEPARTPLFMT OF LABOR AND INDUSTRIES ON FEDERAL-AID PROJECTS TIE CONTRACTOR AD EACH SUBCONTRACTOR SHALL PUNISH WEEKLY PAYIDLL STATEMENTS TO THE EJDINCER. IF WEEKLY STATEMENTS ARE NOT UTILIZED THE CONTRACTOR 94ALL FUNISH A DERTIFICATION. PRIOR TO FACH PROCESS ESTIMATE PAYNENT, CONFIRMING THAT PREVAILING WAGE RATES HAVE BEEN PAID. IF THE CONTRACTOR UTILIZES THE OCCUPATION CODE WREN 9BMITTING PAYROLLS AND WAGE AFFIDAVITS, AND ■ MIRE TAN UK JURISDICTIONAL AREA 15 INVOLVED IN THE PROJECT, THE JUMISOICRIOAL AREA INVOLVED �P SK%-L BE 9W%N IMMEDIATELY FOLLOWING THE OCCUPATION CONE MAW, I.E.; 10-0010 YAK.E. t 5141eAM'p1 swiY:ca[ims ' (Rev 01/27/86) Page 9 1-07.9 CONTINUED , THE CONTRACTOR'S RECORDS PERTAINING TO WAGES PAID AO PAYROLLS SMALL BE OPEN 70 INSPECTION ON , AUDIT BY REPRESENTATIVES OF TIE CITY DURING THE LIFE OF RE CONTRACT AP `0 W PERIM OF M LESS THAN THREE (3) YENS AFTER TIE DATE OF ACCEPTANCE THEREOF, AND THE CORRPCTOI "'LL RETAIN SUCH RECORDS FOR THAT PERIOD. WERE SUCH RECORDS PERTAINING TO MACES PAID AND PAYROLLS FOR THE CONTRACT ARE MAINTAINED BY SUBCONTRACTORS OR AGENTS O THE CONTRACTOR, THE CONTRACTOR EXPRESSLY GUARANTEE`_ THAT THE RECORDS OF SUCH SUBCONTRACTORS JR AGENTS SMALL BE OPEN TO INSPECTION AD AUDIT BY REPRESENTATIVES OF THE CITY ON THE SAE TE106 AO CONDITIONS AS THE RECORDS OF THE CONTRACTOR. IF AN AUDIT IS TO aE COMMENCED MORE THAN SIXTY (60) DAYS AFTER THE ACCEPTANCE DATE OF THE CONTRACT, THE CONTRACTOR WILL 3E GIVEN A REASONABLE NOTICE OF THE TIME WHEN SUCH AUDIT IS TO BEGIN. BEFORE PAYMENT IS WADE BY THE CITY OF ANY SUMS DUE HOER THIS CONTRACT, THE CITY MST RECEIVE FROM THE CONTRACTOR AHD EACH SUBCONTRACTOR, A COP' OF -STATEMENT OF INTENT TO PAY PREVAILIN: WAGES' I (FORM L 6 I MA6� 700-29) AS SIDED AM APPROVED BY THE WAS HINGTON STATE DEPARTMENT O LIBOR AND ItesTOIE5. , NIW COMPLETION OF THIS CONTRACT, THE CITY MUST RECEIVE FROM THE CONTRACTOR AND EACH SUBCONTRACTOR A COPY OF •AFFIDAVIT OF WAGES PAID" (FORM L A I MAKER 700-7 STATE DEPARTMENT O LABOR AID , INDUSTRIES) CER IFY_NG THAT ALL PREVAILING WAGE REQUIREMENTS HAVE BEEN SATISFIED. IN ADDITION, THE CITv ME5T REMIT..F. FNUM THE PRIME CONTRACTOR A COPY OF -RELEASE FOR THE PROTECTION OF PROPERTY OWNERS AMO GENERAL CONTRACTOR- (FORM ' L S I NUMBER 206003 THE STATE DEPARTMENT OF LIBOR AND INDUSTRIES). THESE AFFIDAVITS WILL BE REQUIRED BEFORE ANY FOGS RETAINED, ACC13ROING TO THE PROVISIONS OF RCW 60.20.010, ARE RELEASED TO THE CONTRACTOR. FORMS WAY BE OBTAINED FRO14 THE DEPARTMENT O LABOR AND INDUSTRIES. , A FEE OF S12.50 PER EACH 'STATEMENT OF INTENT TO PAY PREVAILING WAGES" AND •AFT'IDAVIT OF WAGES PAID` IS REONIIED TO ACCOMPANY EACH FORM SUOMITTED TO THE DEPARTMENT OF LABOR AND INDUSTRIES. THE , CONTRACTOR IS RESFIXSIBLE FOR PAYMENT O THESE FEES AND SIAL'_ WA ALL APPLICATIONS DIRECTLY TO THE DEPARTMENT OF LABOR AND INDUSTRIES. THESE FEES SHALL BE INCIDENTAL TO ALL THE BID ITEMS OF THIS CONTRACT. IN ADDITION, THE PRIME CONTRACTOR SHALL SUBMIT TO THE WASHINGTON STATE DEPARTMENT O LABOR AND ' INDUSTRIES A REQUEST FOR RELEASE- FORM PROVIDED BY THE DEPARTMENT OF LABOR MVO INDUSTRIES. THESE AFFIDAVITS WILL BE PEOUIRED BEFORE ANY FUNDS RETA:NED ACCORDING TO THE PROVISION OF RCW 60.28.010 ' AM RELEASED TO THE CONTRACTOR. 1-07.11(9) SUBCONTRACTING (ADDITIONAL SECTION) BEFC-' PAYMEM OF THE FINAL ESTIMATE, THE CONTRACTOR SMALL SUBMIT AN AFFIDAVIT O AMOUNTS PAID TO MINORITY BUSINESS ENTERPRISE AND O WOMEN BUSINESS ENTERPRISE PARTICIPANTS ON THE FORM PROVIDED BY THE CITY; CERTIFYING THE AMOUNTS PAID TO MINORITY BUSINESS WO OR WOMEN BUSINESS 94TERPRISE PARTICIPANTS. 1-07.11(10) RECORDS AM :REPORTS (REPLACEMENT SECTION) , THE CONTRACTOR WILL BE REQUIRED TO COMPLETE AND SUBMIT THE FCLL0--,-r [^ UMENTS BEFORE PROOES5 ANO OR FINAL PAYMENTS TO THE CONTRACTOR WILL 8C APPROVED BY THE PU&_ +ORKS LIRECTOR: 1. EACH MONTH - DEPARTMENT OF LABOR STANDARD FUAW 257 , 2. EACH JA.Y - STATE HIGHWAY FF .,l a9-1391 ' Suoiemental Sped T1[Htlons (Rev 01127186) Page 10 ' 1-07.11(10) NITINUED THE OPEN WILL RBNISM THESE )4G TO THE PRIME CONTRACTOR DURING THE PRE',LNSTRUCTIGN MEETING. ' AN EQUAL EMPLOYMENT OPPORTUNITY REPORT CERTIFICATE SHALL BE EXEDUTEO BY THE BILLER WITH HIS 91D PROPOSAL ON MIS PROJECT AND WHICH COMES WITHIN THE PROVISIONS OF THE EQUAL EMPLOYMENT OPPORTUNITY REGULATIONS OF THE SECRETARY ON LABOR AS REVISED WAY kI, 1%$. THE FORM OF CERTIFICATE WILL BE FUMISED TO THE CONTRACTOR WITH THE PROPOSAL, WHICH THE CONTRACTOR WILL NEED TO COMPLETE, STATING AS TO WHETHER HE, HIS FIRM, ASSOCIATION, PART 4� 41P. OF CO9ONATION HAS PARTICIPATED IN ANY PREVIOUS CONTRACTS OR SUBCONTRACTS S XCT TO iHE EQUAL OP19RTLNI TY CLAUSE AND IF 90, WHETHER OR NOT HE RAS SUBMITTED ALL REPORTS DUE UDEF APPLICABLE FILING REQUIREMENTS. FAILURE ON THE PART OF THE BIDDER TO FUWNISR THE REQUIRED CERTIFICATE WILL BE DUE CAUSE FOR REJECTION OF HIS BID. IF A FROPOSAL LACKS AND EEO REPORT CERTIFICATE, NO THE CONTRACTOR WOULD OTHERWISE BE AWARDED THE 1 CONTRACT, THE CONTRACTOR SMALL HAVE 10 DAYS AFTER NDT•'E BY THE DIRECTOR OF PBLIC VOWS TD PROVIDE THE SHE. IF THE CONTRACTOR FETUSES OF FAILS WITHIN THAT TIME TO PROVIDE THE CERTIFICATE, THEN THE PROPaW GUARANTEE, IN THE FOND OF BOO, DECK, OR CASH WHICH ACCOMPANIED THE BED, WILL BE FORFEITED TO THE CITY. WHENEVER A CONTRACTOR REQUESTS PERMISi104 TO St AltA PART OF ANY CONTRACT AND SL'H CONTRACT COWS WITHIN THE PRCYISIOS 01 THE EQUAL OPPONTUNI'.Y REGULATIONS O' THE SECRETARY OF LABOR, REVISED WAY 21, 1968, HE SALL OBTAIN THIS CERTIFICATION FROM HIS PROPOSED SBCONTRACTOR AND FORWARD 1T TOGETHER WITH SUCH REQUEST. MO SUBCONTRACT WILL BE APPROVED BEFORE RECEIPT OF SUCH CERTIFICATION FROM THE SUBCONTRACTOR. ' FOR THIS PURPOSE. CERTIFICATION FOPS WAY BE OBTAINED FROM THE PRD.IECT ENGINEER ASSIOMPA TO THIS PROJECT. ' 1-07.13 CONTRACTOR'S RESPONSIBILITY FOR WORT( (nEPLACEMNT SECTION) THE WOK SHALL BE DOER THE CONTRAC'OR'S RE90GIBLE CARE AND CHARGE, THE CONTRACTOR SHALL BEAR 1 ALL LOSS AND DAMAGE WHATSOEVER ANC FROM WHATSOEVER CLAUSE, EXCEPT THAI CAUSED SOLELY BY THE ACT OF THE OWNER WHICH MAY OCCUR ON OR TO THE WORK DURING THE FULFILLMWNT OF THE CONTRACT. IF ANY SUCH LOSS OR DAMAGE OCCURS, THE CONTRACTOR SHALL IMEDIATELY MAKE GOOD ANY SUCH LOSS OR 1 DAMAGE, AND IN THE EVENT OF THE CONTRACTOR REFUSING OR NEG-ECTING TOW S0, THE ,HER MAY ITSELF OR BY THE EMPLOYMENT O' SOW OTHER PERSON WAKE GOOD ANY 9" LOSS OR DANCE, AND THE COST AND EXPENSE OF SO GOING SMALL BE CHARGED TO THE CONTRACTOR. ' TIE COITMACTOR ALOE BALL AT ALL TIES BE RESPOSIBLE FOR THE SAFETY OF HIS AND HIS SUBCONTRACTOR'S EMPLOYEES, AO FOR HIS AND HIS SU.BCONTRACTOR'y PLANT AND EQUIPMENT AND THE METHOD ' OF PROSECUTING THE WORK. DURING UNFAVORABLE WEATHER AND OTHER CONDITIONS, THE CONTRACTOR 9ALL PULSE ONLY SUDH PORTIONS OF THE WONT AS SHALL NOT BE DAMAGED THEREBY. ' NO PORTION OF THE WORK WIDSE SATISFACTORY QUALITY OR EFFICIENCY WILL •1E AFFECTED BY UNFAVORABLE CCMDITIONS SHALL BE CONGTRUCTEO WHILE TE%. CONDITIONS EXIST, ULESS BY SPECIAL HEAD OR ' PPECAUTIOS A:.�'a-ABLE TO THE ENGINEER, THE CONTRACTOR 94ALL BE ABLE TO OVERCOME THEM. Suplmental Speci Ficat"ws (Rev O1/27/56) Page 11 1-07.14 RESPOSIBILITY FOR DMNCf (4DDITIOAL SECTIONS ' THL CONTRACTOR 94ALL BE RESPONSIBLE FOR CONTROLLING DUST AFD W D WITHIN THE PROJECT LIMITS 40 ON , WHY STREET WHICH IS UTILISED BY HIS EQUIPMENT FOR THE DURATION OF THE PROJECT. THE CONTRACTOR 94ALL BE PMEPAED TO USE WATERING TRUoa, POWER SWEEPERS, 40 OTHER PIECES OF EQUIPMENT AS DEEMED NECESSARY BY THE ENGINEER, TO AVOID OF-ATM R NUISANCE. DUST AND MAID CONTROL SHALL BE CONSIDERED AS 14CIDENTAL TO THE PROJECT. AND NO CUR ATION WILL BE t WIDE FOR THIS SECTION. COMPLAINTS WE OUST, MD OR UNSARF PRA;TILTS AND/ON PROPERTY DAMAGE TO PRIVATE ONEMSMIP WILL BE ' TRANSMITTED TO THE CONTRACTOR AND PROMPT ACTION IN COWiECTING THEM WILL BE REWIRED BY THE CONTRACTOR. 1-0).16 PROTECTION AD RESTO ATION OF PROPERTY (REPLACEIEIR SECTION) THE OILER MILL OBTAIN ALL EASEMENTS AND FRANCHISES REQUIRED FDR THE PROJECT, THE CONTRACTOR SHALL , LIMIT HIS OPERATION TO THE AREAS OBTAINED 40 SHALL NOT TRESPASS ON PRIVATE PROPERTY. THE USER MAY PROVIDE CERTAIN LANDS, AS INDICATED IN CONNECTION WITH THE WOW( DOER THE CONTRACT ' TOETH IR WITH THE RIGHT ON ACCESS To SUCH LANDS. THE CONTRACTOR SALL NOT U/EASONBLY ENCUBER THE PREMISES WITH HIS EWTPENT OR MATERIALS. THE CONTRACTOR SMALL POVIDE, WITH NO LIABILITY TO THE OWNER, ANY ADDITIONAL LAND AND ACCESS THERETO NOT SHOWN OR OLSCRIBM THAT MAY BE RIDUIED FOR TCpOFORY CONSTRUCTION FACILITIES OR STODGE OF MATERIALS. IE SHALL CONSTRUCT ALL ACCESS RODS, OETQ/I ROADS, OR OTHER TEMPORARY WOBc AS REWIRED BY HIS OPERATIONS. TIC CONTRACTOR SHALL CONFINE HIS EQUIPMENT, STORAGE OF MATERIAL, ' AD OPERATION OF HIS WORKERS TO THOSE AREAS SHOWN AND DESCRIBED AMC SUCH ADDITIONAL AREAS AS NE NAY PROVIDE. A. GENERAL. ALL CONSTRUCTION WORK UNDER THIS CONTRACT ON EASEMENTS, RIGHT-OF-WAY, OVER PRIVATE t PROPERTY OR FRANCHISE, SMALL NE CONFINED TO THE LIMITS OF SUCH EASEMENTS, RICNT-OF-WAY OR FRANCHISE. ALL VOW 94ALL BE ACCOMPLISHED SO AS TO CAUSE THE LEAST AMOUNT OF DISTURBANCE MO A MINIMUM AMOMT OF DAMAGE, THE CONTRACTOR SHALL SCHEDULE HIS WORK SO THAT TRENCHES ACROSS , EASEMENTS SHALL NOT BE LEFT O'ER OILING HEEMDOS CA HOLIDAYS AND TRENCHES SHALL MOT BE OPEN FOR MORE THAN AS HORS. B. STRUCTURES. THE CONTRACTOR SHALL REMM SUCH EXISTING STRCTUES AS MAY BE NECESSARY FOR THE ' PERFOMYWCL OF THE AWK AND, IF REWIREO, CALL REBUILD THE STRUCTURES THUS READVED IN AS Wm A CONDITION AS FOLM. HE SMALL ALSO REPAIR ALL EXISTING STRCTUES WHICH MAY BE DAMAGED AS A RESLLT OF THE WOK UNDER THIS CONTRACT. ' C. EASEMENTS - CULTIVATED AREAS AND OTHER SURFACE J NOYDEMTS. ALL CULTIVATED -WAS, EITHER AGRICLLTURAL OR LAPPS, AND CT1ER SURFACE IMPROVO4 NTS WHICH ARE DAMAGED BY ACTIONS OF THE ' CONTRACTOR 90" BE RESTORED AS NEARLY AS POSSIBLE TO THEIR ORIGINAL CODITION. PRIOR TO EXCAVATION ON AN EASEMENT OR PRIVATE RIONi-OF-MAY. THE CONTRACTOR SHALL STRIP TOP t SOIL FROM THE TRENCH OR CONSTRUCTION AREA AND STOCIPILE 1T IN SUCM A MAZER THAT IT MAY BE REFACED BY HIM, VON COMPLETION OF COSTRCTION, OWANENTAL TREES AD SHRUBBERY %ALL BE CAREFULLY 1EMM WITH THE EARTH SURROUNDING THEIR HOOTS MRAPPED IN BURLAP AND REPLANTED IN THEIR ORIGINAL POSITIONS WITHIN AB HOURS. ' t SLVIe tel Specifications (Rev 01/27/86) Pape 12 , 1-07.16 CONTINUED ALL 94BBBEERY OR TREES OFSTIOYED OR DAMAGED, SWILL BE REPLACED BY THE COKTRKTOI WITH MATERIAL OF EQK QALITV AT NO AODITIOAL COST TO THE OAEA. IN THE EVENT THAT It IS NECESSARY TO TAEHCM TIMppM MY LAM AREA, THE SOD SMALL R CAREFULLY CUT ND W-LED NO REPLACED AFTER THE TIEMAES HAVE BEEN BACFILLED. THE -AWN AREA SMALL BE CLEANED BY SWEEPING ON OTHER MEANS, or ALL EM TM AM "IS. THE r;n '4"M PALL USE RABEA REEL EQUIPMENT SIMILAR TO THE BALL TRACTOR-TYPE SkDofx!l USED B. 1-A SEWER CONTRACTORS FOR ALL WON, INOLUOING EM'AVA"ION 00 SACHFILL, ON EASEMENTS OR RIGHTS-OF-MY WMIOH HAVE LAMM AREAS. ALL FENCES, MWIKERS, MAIL BONES. OR OTHER TFMVOARV OBSISKIM SW.L BE REMOVED BY THE CONTRACTOR ND IMMEDIATELY REPLACE, AFTER THE TRENCH IS BXOP1uEO, IN THEIR ONIGDAL POSITION. THE CONTRKTOW SMALL NOTIFY THE 000 AD PROPERTY Dan AT LEAST 24 HOURS IN AOYNCE OF ANY WOW( DOE ON EASEMENTS OR MOMS-O'-RAY, DAMAGE TO EXISTING STRCTUES OUTSIDE OF EASEMENT AREAS THAT MAY RESNUT FROM OEWATERING AG.'OR OTHER CONSTRICTION ACTIVITY LOW THIS CONTRACT SA,-L BE RESTORED TO THEIR ORIGINAL CONDITION OR BFYTER. THE ORIGINAL CONDITION 94ALL BE FSTAILI9ED BY PWOTOOIAPHS THEN AND/OR MADE PRIOR TO CONSTRICTION. ALL SUCH WORN SMALL BE DOE TO THE SATISFACTION O THE PROPERTY ' C. OWNERS AND THE 00EH AT TIE EXPENSE OF THE CONTRACTOR, STREETS. THE CONTRACTOR WILL ASSUME ALL RESPONSIBILITY OF RESTORATION OF THE SURFACE OF ALL S'AFETS (TRAVEL WAYS) USED BY HIM IF Dh%%GED. IN THE EVENT THE CONTRACTOR DOES NOT HAVE ABA F MATERIAL IMMEDIATELY AVAILABLE TO MAKE NECESSARY "INS, THE CONTRACTOR SMALL SO INFOw THE OWNER. THE OWNER WILL MAKE THE NECE SARH' REPAIRS 40 THE COST OF SCAR REPAIRS SMALL BE PAID BY THE CONTRACTOR. 1-07.17 UTILITIES AND SIMILAR FACILITIES (Ai^IttOIIAL SECTION) LOCATION ND DIIESIONS SMQN ON THE PLANS FOR EXISTING NDERODNND FACILITIES ARE IN ACCORDANCE WITH THE BEST AVAILABLE IKOMATION WITHOUT NICOVERIG AD MEASURING. THE OWNER DOES NOT GUARANTEE THE SIZE AO LOCATION OF EXISTING FACILITIES. IT SHALL BE THE CONTRACTOR'S RESPOSIBILITY TO CONTA^T ALL PUBLIC AND PRIVATE NMPANIE` HAVING UTILITIES AND/OR FACILITIES IN THE VICINITY O THE CONSTRUCTION AREA. FALL RFORE YOU DIG THE 48 MMA LOCATORS I-M-424-5555 IF, IN THE PROSECUTION OF THE WORK, IT BECOMES NECESSARY TO INIERRPT EXISTING. SRFACE ORAINKZ, SEWERS. 1KCRORAINS, CONDUIT, UTILITIES, SIMILAR UDERGROM STRUCTNES, OR PARTS TIERED', TIE CONTRACTOR SMALL R ' RESON!MBLE FOR, AW, SMALL TARE ALL NE",ESSAr PRECAUTIONS TO PROTECT AND PROVIDE TEMPORARY SERVICES FOR SHE. THE CONTRACTOR WU, AT HIS ON EXPENSE, REPAIR ALL DT+ADE TO SUCH FACILITIES OR STRUCTURES DUE TO THIS ' CONSTRCTION OPERATION TO THE SATISFACTION O THE CITY( EXCEPT FOR CITY OARED FACILITIES MICH Wl- R REPAIREO BY THE UTILITY DEPARTMENT AT CONTRACTOR'S EXPENSE, OR BY THE CONTRACTOR AS DIRECTED BY TIE CITY. SuD1w+aHta1 Spcl Fiutlons (RMV 01/27/06) Pop 13 1-07.23(1) PUBLIC CONEN,ENCE AND SAFETY (AO)ITIOW. SECTION) ' THE CONIRACTOR 94ALL NOTIFY BY MAIL ALL PROPERTY OREAS ALONG THE CONSTRUCTION AREA PRIOR TO , DONS,RUC I ION. THE CONTRACTOR SHALL NOTIFY ALL LOCAL AM ICE, TRANSIT, AND FIRE DEPARTElNTS BY MAIL PRIOR TO COSTRICTIOI. NAMES AM ADOESSES WILL BE FURIWID BY THE OWNER. TIE CONTRACTOR SWILL FURTHER NOTIFY EACH aDCLPANT IN PERSON A MIMI" OF THEE DAYS PRIOR TO CONSTRUCTION IN FRONT OF EACH PROPERTY. ' 1-07.27(7) FLAGMEN. BARRICADES, AND SIGNS (REPLAMCNT SECTION) FLAAEN, BARRICADES, SIDE AO TRAFFIC CONTROL FURISED SHALL COFORA TO THE STANDARDS ' ESTAEL:SHEC IN THE LATES' ADOPTED EDITION OF THE 'NADIR ON UNIFOM TRAFFIC CONTROL DEVICES', PU&ISHED BY THE U. S. DEPARTMENT OF TRASPORTATION. , COPIES MAY BE BROWSED FROM THE SUPERINTENDENT OF DOCUM'NTS, U. S. GOVERNMENT PRINTING OFFICE, WaHINGTON, D.C., 20A02. TV- CONTRACTOR SHALL. IMPLEMENT THE TRAFFIC C04TRM B.MN(S APPEARING IN THE CONTRACT PLANS, AS APPLICABLE, IF THE CONTRACTOR'S BAN OF OPERATIONS 15 IN CONFLICT WITH RE CONTRACT TRAFFIC CONRAOL PLAN, HE NAY PROPOSE MODIFICATION OF THE TRAFFIC CONTROL BAN BY SOWING THE NECESSARY CONSTRICTION SIDS AMC BARRICADES REQIINCU FDA THE PROJECT, RO SAMIT It TO TE ENGINEER FOP APPROVAL Al :EAST TEN DAYS IN ADVANCE OF THE TIME THE SIDS AND BARRICADES WILL BE ' REQUIRED. THE CONTRACTOR SA'L, AT HIS .'VAN EAPENSE P ODE ALL SIDES, BARRICADES, GJAROS, FLAGMEN , AND , EQUIPMENT, CONSTRICTION WAPINGS, AND NIGHT LIGHTS IN MR t0 PROTECT THE PUBLIC AT ALL TIMES FROM INJURY AS OF RESULT OF HIS OPERATIONS (SEE M,U.T,C.D.). IF THE CONTRACTOR 9611) FAIL TO MAINTAIN SUFFICIENT LIGHTS AND BARRICADES, IN THE OPINION OF THE ENGINEER, THE CITY SHALL MAVN: TIC RIGHT TO PRPNII THESE LIGHTS AO BARRICADES AMC DEDUCT SDH COSTS FROM PAYMENTS DUE TW. , CONTRACTOR, WO9 SHALL BE RESTRUCTURED, THE OILER OF WORK MODIFIED, THE HOURS OF NOW MODIFIED OR THE WORK HALTED ALTODiTHER AT THE ENGINEER'S CISCRETION WHEN THE ENGINEER FINDS SUCH A CQRSE OR COPSES OF ACTION NECESSARY TO PROTECT THE PUBLIC OR THE CONTRACTORS SAFETY, HEALTH, AIO MELFAL , ALL SIG* REMOVED STALL BE SALVAGED AND DELIVERED TO THE CITY YARD, ALL COSTS IN CONEMON WITH THE PROTECTION AND MOVEMENT OF VEHICULAR AND PEDESTRIAN TRAFFIC SHALL ' BE CONSIDERED INCIDENTAL TO TOE WORN INVOLVED OR SHALL BE IMMUOED IN THE LUMP SUN PRICE ITEM *TRAFFIC CONTROL' IF SUCH AN ITEM 15 INCLWM IN TIC PROJECT. TRAFFIC r VEMENT 94ALL HEREIN BE DEFINED AS APPLYING TO BOTH VEHICULAR AND PEDESTRIAN TRAFFIC. , THE ENGINEER SHALL BE THE CITY OF RENTON PUBLIC MOMS DIRECTOR OR HIS DULY AUTHORIZED REPRESENTATIVE (I.e. PROJECT ENGINEER, INSPECTOR) AS USED THROUGHOUT PHIS SPECIFI ATION. ' THE FOLLOWING 15 A SAWYTY OF REGULATIONS THAT WILL APPLY TO TRAFFIC CONTROL OPFRATIOS ON THIS PROJECT, R11 DOES NOT LIMIT OR SUPERSEDE OTHER REGULATIONS OF THE STANDARD SPECIFICATIOS: 1. THE -MAAAAL ON UMIFOM TRAFFIC CONTROL DEVICE> I.W STREETS AND HIGHWAYS', AS WELL AS T.E , FEDERAL HIGHWAY ADMINISTRATION (FHAA) 'TRAFFI.. -ONRROL IN CONSTRUCTION APO MAINTENAC` ZONES- TECHNICA. REPORT MAY 1977. SHALL BE USED AS A GJIDELINE FOR THIS PROJECT. 2. AT THE PROJECT PE-CONSTRUCTION CONFERENCE THE CONTRACTOR SHALL DISCUSS HIS TRAFFIC IONTROL , BAN FPO DESIGNATE THE PERSON RESPOHSiOLE F7R TRAFFIC CONTROL AT TIC WOK SITL. THE TCP 94ALL I40.UJE DESCRIPTIONS OF Te TRAFFIC CONTROL METHODS AND DEVICES TO BE USED BY THE PRIME CONTRACTOR/SS-CONTRACTORS WO A '.L BE SUBJECT TO REVIEN AMC APPROVAL BY THE ENGINER. , swiwmtal Spec lrtrat toys (RAY O1/27/86) Page lA ' ' I-07'27 7t CONrrMkD ' Otalw POSSI&E y,� _^�'Y rRAvF °• All TAy�� Fm "�E, MItNrA1KOC SMALL 7. rA t����VS AS 0 eE OPEN PROPERr� OW 0 T•f0 AZD"T OF MMOLIN AS 1 ! OR HAVE waft 7iE FIRST DIRECTED 8Y T !C OIIbc LINF, `�LIW, !r MTRARIC CO,�-qq OWI ATTEcrIND � �-1EER. RfAR TRAFFIC PERIODS, 6:30 TO LIO to BE TNE 6 "O�VZL ALL � Y 'yQr RKFOS No %I1IC CON cC7 ANo, EO'"^Cra1 .I11 CONTRACTOR TE 7gA`'FIC T"Q DEVICES �E ON OR eY TIE OZI REO17REr' ARE "ILL a, REOO�� TILL ARE IN PLACE.Agy"'ENT TO DIy.R�ROADWAY �r0 ). IF �wr �Cq iNO u4E pF Y to TINILY T �Ci APPP"DFRIOOTlEC INSPECTION eY ENGINE '"4�PAY CAN 0S4 STOP OR To MLs To TyE SI.CTi TI RAFrIC"RFOpFT ACT TO cw4EcTT ; THE OR cr%,,, UTE eE P% r � WTIL IEIY'� �� THAT ZCOND TIONS MMEC ' 'OR �TRRCTOj SHALL OiTERs "I CRSIrS tCOEiECrt�TETIa, TIE ENclNE ER ORDE S�4L TNE SEE Lr�TL`cT1Oot O' NrQE FOR P"OVIDI NCLRRED <�DEDLC�R PAYME7i7 tVE DEQLArE ' I'DrnrrRAcrnR S OPEIRATI OR ANY NEGLIGENCESS TO AND rw �pER$p ALL 77NE BARIRIND T�f C4pE5, LrcNr S DOE YNE CONTRACT7.23 6 �pp7 �+iR ADDITIONAL SE IN CO+ECrION n�Nt rY $�FFl�ey RE NIA SIGNS CrIa�r OF E�arIOE0 r� PROVIDE A MrNj 7!E ALLEVtA1.500 SYSM tE O UI 01 TREET" IANrNG STREETS CAPACIh NRL 1-07.24 RIONTS D DEJ3R,S r �SAR°� OR DIR,ECTTEED BYY �TIA7 yy� �'I 6 005T ITN A PRES�E, SPRAY r�+pEpC,ITTYYS kL OBTAINOADDrrI— sEcrlOy " A. °E g'AtMa.rNO� T *If END NECESURV ATO pACCFC_SS LOCATE A4 EASETENrS TO ' DN MZ TEMMrsSION "IL PRIVATE ;'LESS PEyTIssIDED so P4Y 4L :ArPERry GE �c"r ON Rr41Y.Or-N�5 O4.tAp°n STRICT DYO[A.pl TO THE tt"MiRAcr COSTS OF S TIEY SAW.rO of CON$ ZON 1.� wam4aIT IAN�e rl rN TIE q,E NANO CONDITIONS-TOR - PEW OR, EASE1EwS TE CONTRACTORALL ION ATp OF TIE ORN ALL Oki 1'08.7 PAOyTE. FASE'ENTS SS AND IMEDIATELY AP COYT �E (PEPLACE NT CTr�0EA " r gL� r1RYE ,TfEAC Qg IVIRE 1 w CON VggIM NGINE.,rRAC PAY ITEMS NEER To p PROPOSED pq CO s-RLLr PAR PAI•NENr S5 U'DER TIE cOvrggCTcr CO�KETEVT �EO.LE N ORUENTS qTD ^N( er!A OF l�trl (Rry 01,27SoftI P-g- , 66) a I7 1-O8.3 CONTINUED , AHOHY OF EACH MONTHLY PAYMENT THAT WILL BECOME DUE TO THE CONTRACTOR IN ACCOIDACE WITH THE PROGRESS SLNfD1LE. THE CONTRACTOR SHALL ALSO FURNISH PERIODIC ITEMIZED ESTIMATES O WOW DOE FOR ' THE P,gpOSE OF WANING PARTIAL PAYMENTS THEREON. THE COST ITCipED ON WVKITG UP ANY OF THESE SOEALES MILL K USED OLY FOR OErUV'HING THE BASIS OF PARTIAL PAYMENTS AD WILL NOT BE CONSIDERED AS FIRING A BASIS FOR ADDITIONS TO OR DEOLCTIONS FAON THE CONTRACT. , SMQ,AA IT WECOE EVIOE7NT AT ANY TINE DURING CONSTRUCTION THAT OPERATIONS WILL DR MAY FALL BDHIND THE SCMEQULE W THIS FIRST pADGra1M, THE CONTRACTOR $HALL, UPON REQUEST, PROPiLY SAiFA REVISED SOEDILE5 IN THE SAE Fda AS SPECIFIED HEREIN, SETTING, OUT OPERATION$, METHODS, AND EpMIpWW. , AM LABOR -ORCE>OR WOIW"C SHIFTS, NIGHT WOW, ETC., 8Y RIHION THE LAST TINE HILL SE MADE Up, AMID COWER WITH THE ENGINEER UNTIL AN APPROVED MODIFICATION OF TE ORIGINAL WIMLE HAS S EN `SECURED. FURTHER, IF AT ANY TINE A PORTION OF THE ACCEPTED SOEOLE IS FORD TO COFLIrT WITH THE ' CONTRACT PROVISIONS, 1T SHA:., UPON REQUEST BE REVISED BY THE CONTRACTOR AM THE MOB( SHALL RE PERFOPED IN COFLIACE W:TH THE CONTRACT PROVISIONS. PAYMENTS OF ANY FURTHER ESTINATES TO THE CONTRACTOR AFTER SUO+REQUEST IS HROE AHD UNTIL AN , APPROVED MODIFIED SCHEDULE WI5 SEEN PROVIDED BY T!E CONTRACTOR HAY K WITHEi.O. EXECUTION OF THE WORN ACCORDINC TO THE ACCEPTED SOEOULE OF COISTWJCTION OF APPROVED MODIFICATIONS - RECF, IS HEREBY MAIZE AN OBLIGATION OF THE CONTRACT. , PRE-CONSTRUCTION CONFERENCE (NEW SECTION) PRIOR TC THE START OF CONSTRUCTION, THE CONTRACTOR, ENGINEER, ALL SyBCONTRACTORS, UTILITY , OEPNtrWDHT, O.NASI PUBLIC UTILITY CQWF*QES, AND OTHER INTERESTED PARTIES BALL ATTENC A PRE-CONSTRUCTION CONFERENCE, WITH TINE, PACE, AND DATE TO RE OETERNINED AFTER AWARD OF THE CONTRACT. SLOSEQENTLY, A REPOESENTATIVE OF THE CONTRACTOR WILL ATTEND A HEE)Q.Y CONFERENCE 70 ' REVIEW PROGRESS AND DISCUSS ANY PROBLEMS THAT MAY BE INDMED. THE TIME, PLACE AD GATE OF THESE WEEKLY MEETINGS SYLL BE ESTABLISHED AT THE PRE-CONSTRICTION CONFERENCE. 1-08.4 PROSECUTION OF WDRX (ADDITIONAL SECTION) , THE CONTRACTOR SHALL NOTIFY THE CITY OF FENTON AT LEAST A8 HOURS PRIOR TO COMF.NC ING ROM(, THE NOTIFICATIONS SHALL RE PROVIDED TO ALL EMERKR:]NCY SERVICES, RY DIALING 911 FROM A PHONE WITH A FENTON EXCHANGE TELEPHONE HNBER, AND THE SCHOOL DISTRICT AEN WORKING WITHIN A ROADWAY P.ILHT-UF-NAY. THE CONTRACTOR SHALL ALSO NOTIFY PKOPERTY OAEAS A0.34CENT TO THE CONSTRUCTION AREA, DDICATING THE DURATION AND PROPOSED TIME O ACCESS CLOSURE TO THEIR RROPEATr, , 1-08.5 TIRE OF COPLETI,N (AOOITIpAI SECTION) 1 REPLACE PARAGRAPH 1 WITH: ' THE CONTRACT TINE SMALL STA'.T WITHIN 10 DAYS FROA THE DATE OP THE LETTER NOTIFYING THE CONTRACTOR TO PROCEED. THE SPECIAL PROVISIONS WILL STATE THE CONTRACT TIME IN WORKING DAYS. ' A WORKING DA• 15 ANY DAY NOT OTHERWISE DEFINED ✓FREIN AS A NON WORKING DAY. A NON WORKING DAY 15 DEFINED AS A SATURIAY, SUNDAY OR RECOGNIZED ..H.IDAY OR A DAY ON AO.H THE CONTRACTOR 1S SPECIFICALLY REQUIRED BY THE CONTRACT TO SUSPEND CONSTRUCTION r SIVIewntAl $pe_IF1c.t1Wm (Rn 01,27,86) PEP 16 , 1-08.5 CONTINUED ' ALL DEFINITIONS OF RECOGNIZED HOLIDAYS IN TIE ST44W 4ECIFECATI06 ARE DELETED AM V010. RECONIZED H0.1OAY5 SMALL BE AS FOLLOWS; NEW YEAR'S DAY. LINCOlN'S BIRTHDAY, W19NTpTo4'S BIRTHDAY, M04MIAL DRY, OLY A, LABOR DAY,VETERANS DAY, TWMSGIVING AND TIE DAY FOLLOWING, Alp CHRISTMAS DAY. THE DAY PADRE CHIISTHAS ' SHALL BE A HOLIDAr DEN CMISTMAS DAY OCCURS ON A TUESDAY UR FP Nr. THE DAY AFTER bgISTMAS SMALL BE A HOLIDAY WHEN CURISIIRS DAY OCCURS ON A MONpAY, WEOESD4v, UR THARSpAY. IAON CNRISTMAS DAY OCCURS ON A SITUpAY, 71E TWO PECEOINC W AN'NG DAYS SMALL BE OBSERVED AS t HOLIDAYS. WHEN DAY DOCTRS ON A 9UNAY, THE TWO PORK INC DAYS FOLLOWING SHALL BE OBSERVED AS HOLIDAYS, O THE CONTRACTOR IS EXPECTED TO DILIGENTLY PROSECUTE THE WOb( TO COKETION IN ALL PARTS AND REQUaRDENTS. THE PROTECT SHALL BE C34PLETM WITHIN THE TINE NOTED IN ITE CALL FOR BIDS. PROVIDED, MDWEVER, THAT THE CITY SHALL HAYS THE RIGHT UPON REQUEST OF THE PUBLIC ARCS DEPARTMENT. ' TO TITEO THE TIME (F COiLETI0/ AF SAID TIORk. NO EXM6I04 SMALL BE VALID UNLESS THE SAE BE IN WRITING AD ACCIONFANIEO BY THE WRITTEN CONSENT TO SIIO, DITENSION BY THE SURETY ON THE BOND OF THE COITNCTOI. TIE LOST IN FVILXING IMPROPER WORN OR MATERIAL 94ALL NOT FURNISH ANY GROUNDS TD THE CONTRACTOR FCR CLAIMING AN EXTENSION OF TIME FOR THE COMPLETION OF THE WAIN, no SN1LL NOT RELEASE REWIRED. THE CONTRACTOR FAIN DAMAGE OR LIABILITIES FOR FAILURE TO COP.ETE TIE WORM WITHIN THE TIME ' 1-06.9 LIQUIDATED DAHW;ES (AODITIOAL SECTION) THE LIQUIDATED DAMAGES DO NOT INCLUDE, AMC ARE IN ADDITION TO, DWOES FROM COSTS FOR INSPECTION, ' SU'ERVIS:ON, LEGAL. EXPENSE, AND COUNT COSTS -KUNRED BEYOND CONTRACT CNVLETION DATE. THE COST OF ADDITIONAL INSPECTION AM SUPERVISION SIY _ BE AN AMOUNT E^%. TO ACTUAL SALARY COST PLUS !00 PERCENT FOR OVERHEAD. 1-08.11 OVERTIME v X By UAER Do—LMMS (NEW SECtION) WDN THE CONTRACTOR PERFORMS CONSTRUCTION WON OYER THE AF.CEPTED B HOURS PER DAY OR AD NOBS PER ' WM, OR ON ANY CITY HOLIDAY, AND THE PO, REQUIRES INSPECTION, THE THE CONTRACTOR STALL REIMBURSE THE CITY AT THL RATE OF S50 PER HOUR_DETERMINING THE CITY SMALL HAVE THE SOLE AUTHORITY DETERMINING THE NECESSITY OF HAVIN IN G THE OVERT INE INSPECTION, AND SMALL NOTIFY THE CONTRACTOR OF ' ITS INTENT TO REQUIRE SAID INSPECTION. SAID COSTS WILL BE DEDUCTED FAO,NONIES DUE THE CONTRACTOR ON EnZH MONTHLY ESTIMATE. ' 1-08.12 CONTRACTOR'S RANT AND EWIPMENT NEW SECTION) THE CONTRACTOR ALONE 9eLL AT ALL TIMES BE RESPON6I8.E FOR THE ADEQUACY, EFFICIENCY, AND SUFFICIENCY OF HIS AND HIS 96CONTRACTOH'S PLANT AND EQUIPMENT. THE 00ER 944LL HAVE THE RIGHT TO MACE USE OF THE CONTRACTOR'S RANT AM EQUIPNENT IN THE PERFGH4AHCE OF ANY WOW ON TIE SITE OF TIE WORK. THE USE BY INE OWNED OF SUCH RANT AND EQUIPMENT SHALL BE CONSIDERED AS EXTRA WORN ANG PAID FM ACCURDINCLY, 1 ' swieaMntal swi Tieat1ws (Re. 01/27/36) Page 17 1-08.12 CONTINUED r NEITHER THE MAIM NOR THE ENGINEER ASSURE ANY RESPOS18I41TV. RT ANY TIME, FORA n[ SECURITY OF THE r SITE FROM THE TIME COMMACTOR'S OPERATIONS HAVE COMOIED UNTIL FIMAL ACCpYANIX E THE WORM BY 14 ENGINEER MO THE OWNER. THE CONTRACTOR SMALL EMLOY SUCH WIAA AS ADDITIOYL FTDCIHG, BARRICADES, MID WATCHMEN SERVICE, AS HE DEEMS NECESSARY FOR THE PUBLIC SAFETY NO FOR THE PROTECTION OF THE SITE AND HIS PLANT MO EOUIRENT. THE OAER MILL RE PROVIDED KEYS FOR ALL r FECED. SECURED AREAS. 1-08.11 ATTENTION TO Am (NEW SECTION) r THE CONTRACTOR SHALL GIVE -IS PERSONAL ATTENTION TO A G SMALL SFERVISE THE WORN TO 'e ENO THAT 1T SMALL 9E PROSECUTEC F4JTWULLY, MO ITEM HE IS HOT PERSONALLY RESENT ON THE NORK SITE, E r SHALL AT ALL REASONABLE TIMES BE REPRESENTED BY A CIAMTENT SPERINfEOENT OO SHALL HAVE FULL WTHHORITY TO EXECUTE THE SANE, AHD TO SUPPLY MATERIALS. TORS, AND LIMP WITHOUT OELA' AO AO PALL BE THE LEGAL REPRESENTATIVE OF THE CONTRA". THE CONTRACTOR SAL, E LIABLE FOR THE FAITHFUL OBSERVANCE Or ANY INSTRUCTIONS S DELIVEED TO HIM OR TO HIS AUTHORIZED IEPIESE/RATIAE, r 14D MER AREME 1T IRO PANDIT r 1-09.1 MEASUPDOT OF QLAN11TIES (AODITIOAA SECTION) THE CONTRACTOR WIL_ E RESPONSIBLE TO ASSURE THAT ALL DELIVERY TICKETS THAT ME REQUIRED FOR nE r PURPOSE OF CALCULATING QUANTITIES FOR PAYMENT OR FOR VERIFYING TYPE OF NATERUL ARE RECEIVED BY THE ENGINEER AT THE TIME OF DELIVERY IN ORDER FOR PAYMENT t0 E MADE. A. BY TRUCK r PAYMENT WILL NOT E MADE FOR DELIVERY TICKETS WHICH 00 NOT SHOW TYPE OF MATERIAL, CROSS r WEIGHT- TARE WEIGHT, TRUCK NUMBER, DATE, WElOfASTERS CERTIFICATION.AND INJECTOR'S INITIALS. SCALE rEPTIFICATION SHAL E S BmITTED AS ENVY 1% 'HF PRO.ECT AS POSSIBLE. EACH WFIO SfiiIOM SMALL MAINTAIN A REM BE THE TRUCK NUNINER. TIME, DATE, MO WFICJHT OF ALL TRUL,� r POVIDING MATERIAL TO THE Pf"CT, THE WEIGHT LIST SMALL E MAINTAINED IN DUPLICATE WITH ONE SIDED COPY YR46MITTM DAILY TO THE CITY BY THE SCALE ATTENDANT. IN ISOLATED CASES MERE SCALE WEIGHT IS NOT AVAILABLE, THE INSPECTOR SVAL MEASURE THE TRUCK VOLUME MO CERTIFY AS TO r ITS FULL LOAD DELIVERY. B. BY OTHER MEANS M rrtM FOR MEASUElEN1 MG PAYMENT FOR MATERIAL BROUGHT to THE SITE BY A , OTHER MEANS WILL BE r DETEMIED BY CORRACTO UOAEN MiREEMETR BEFORE AWL, OF THE CONTRACT. 149.1 SCOPE OF PAYMENT (ADDITIONAL SECTION) r ALL CASTS AND OPENSES FOR ITEMS OF WOK, EQUIPMENT, OR MATERIALS, INCLUDING INSTALLATIONS NOT r IDENTIFIED AS BID ITEMS IN THESE SPECIFICATIONS SMALL E INCIDENTAL TO THE PROJECT. NO -PARATE PAYMENT OF ANY KIND WILL BE MADE FOR THESE INCIDE/RA ITEMS. r r r SuPle t&l SPAciticAtlms (REV 01/27/06) PWo IB r 1-D9.1 COrt•NAED ' PARTIAL PAYMENTS ON ESTDATES Mr E WItHAELD (AITIL R WOW PROD ESS S01MU, AS OE"IBED IN SECTION B, HAS EMN MERIWED M0 ARMORED. IN THE EVENT THAT ANY MATERIAL OR VAWAl9HIP DOES HO7 MEET THE AMIREHENTS OR SPECIFICATIONS, THE CITY MAY HAVE THE OPTION TD ACCEPT SIGN MATE4Ik OR ' MOADMYSH:P IE 11E DIRECIOI E RRB:C WORD$ DEEMS SUCH ACCEPTANCE TO E IN THE EST INTEREST DF THE CITY, PROVIDED THE CITY MAY NEGOTIATE PAYENT OF A LDWET UNIT PRICE FOR SAID MATERIAL OR RgR1AHSl1P. PAYMENT FOR PIPE INSTALLED SHALL E MACE ON THE FOLLOWMG SLL EDU.E OLT: CONDITION OF PIPE INSTALLED PERCENT O BID PRICE PAL) PIPE INSTk.LEO kO NOT TESTED, BO.Ot PIPE INSTALLED AND TESTED. 90.9% PIPE Ik:ALLEC, TESTED, TIE-INS 00 SERVICES INSTALLED AM CLEAN 1P COMPLETED. 1D0.01 2411 CIERRDC, OBMD4, in RDRDSIDE CfJrAP ' 2-01.2 DISPOSAL Or USABLE MATERIAL A OEBRIS (PARTIAL REPLACEMENT SECTION) OELETE: 'THE CXTRACNJR BALL 017 A OF ALL DEBRRiS BY ONE OF THE THREE DISPOSAL METHODS ' DESCRIED BELOW.- ADD: 'THE CO/TRAC'OR SHALL COMPLY WITH ALL LAMS AND RULES GOVERNING THE D19%k R DEBRIS AND C04TRXYICN MATERIALS IN APPROVED LAW FILLS.• 2-0_2(1) DISPOSAL METHOD NO. I - OPEN BLAMING -DELETE t2-01.2.2) DISPOSAL METHOD NO 2 CONTROLLED BURNING - DELETE 241.2U) DISPOSAL METHOD No. 7 - DELETE ! 2-01.2(A) DISPOSAL METHOD Mo. ♦ LAW FILLS (ADDITIONAL SECTION) ALL E'PtS, WASTE, ENCESS COSTROCTION MATERIALS 40 OTHER MISCELLANEOUS MATERIAL NOT SALVAGED BY THE OAER W THE DDNTRACIOM OR OIS DSED OF BY ANOTHER APPROVED METHOD ARE TO BE DISPOSED CF At A LANDFILL APPP 4M AND LICENSED BY THE NPRPRIAIE WVCMING BODY. 2.01 S(A) ROADSIDE ClEANP _ DELETE ' 2-01.5 PAYMENT tPW?IAL REPLACEIENi SECTION) OF ETE IIN a 1 (Rev 01/27/5E) -Age 19 2-Q PIM V i STUCTUKS AND alSTMCTUDS ' 2 U2.30) REMOVAL DF PAVE3p0, SIDEWALKS AND CURBS R D: 5. WHO. AN AREA MERE PAVEMENT HAS BEEN REMOVED IS TO BE OPENED TO TRAFFIC BEFORE PAVEMENT , PATCHING HAS BEEN FINISHED. TDPONMY MC COLD MIX ASPHALT CONCRETE PATCH 94ALL BE REQUIRED. TflFORAAY COLD NIX PATCHING SMALL BE RACED TO A MAXI" DEPTH OF 1 INCH IWEDIATELY AFTER BA]KFILLINC AND COPAC'101N ARE COMPLETED AND BEFORE T-E ROAD 15 OPErE: TO TRAFFIC. , 2-0:.5 PAYMENT (SMEXENTAL SECTION) t2. 'SAW CUTTING,- PER LINER FOL'. 3. 'COLD NIX MC ASMALT,PER TON. ALL COSTS (ELATED TD THE REMOVAL O STRUCTURES AD OBSTRUCTIONS INCLUDING SAN CUTTIMG AND COLD NIX 4524ALT SHALL BE CONSI:MMRFD PCIDENTAL TO AD INCLUDED IN THE UNIT C04TPACT PRICE OF OTHER BID ITEMS UNLESS DESIGNATED AS A SPECIFIC BID ITEM. ' 2-03 MOM MAT DIDI"TION AD EIBMBENT ' 2-03.1 DESCRIPTION (PARTIAL REPLACEMENT SECTION) REPLACE PMARAPH 2 WITH; , THE WORK IN.L CES DE5E ITEMS ULESS THEY ARE DESIGNATED AS PAY ITEMS IN THE CONTRACT; . HALL 2. SLOPE t 2E RORDIMG 3. EXCAVATION OF STRUCTURES, DIMES AND OYYIELS. A. REMOVAL OF UNSUITABLE MATERIALS. 5. *_MJVAL O PAVEMENT . SIDEWALKS. DRIVEWAYS, CUB AND GUTTER, EXTRUDED CUES, AND ' OTHER SURFACE IMPRCYEENTS 2-03.3(2) ROOK CUTS (PARTIAL REPLACEENT SECTION) , AEPLACE PARAGRAPH I CONTROLLED BLASTING WITH: CONTROLLC --ASTING -- BEFORE BLASTING WIC- BE APPROVED THE CONTRAC A MIST DEMONSTRATE TO THE ' E*.INEER AND LOCAL POLICE AND FIRE OEPMTM D(TS THE NEED FOR TNIS METMOD OF EXCAVATION. IF APPROVED ' ANY BLASTING BEGINS. THE ENGINEER WILL REQUIRE THE CONTRACTOR TO PROVIDE INFOWA) 00 DRILLING, LOADING AND SOOTING WILL BE ACCOPLISHED. ALSO, THE CONTRACTOR WILL PRC TAIJM EXPLANATION OF MAT PRECAUTION WILL BE FOLLOWED IF BLASTING 14 AN , WPAN &NTIAL AREA, 2-03.3(14)E Lbl11TABLE FOUNDATION EXCAVATION (REPLACEMENT SECTION) ' WEN SHIRK ON THE PLANS OR WEN WECIFIED IN THE SPECIAL PROVISIONS, UNSTABLE NATURAL GROUND SHALL BE EXCAVATED PRIOR TO THE PLACEMENT OF EMBANKMEM OVER THE AREA. THE LISTABLE MATERIAL MAY t CONSIST OF PEAT, 0". SYMAPY OR U6JITABLE MATERIALS, INCLUDING BURIED LOGS AND STUNS. THE MATERIAL SMALL BE EXCAVATED BY THE r-IINTRACTOR AS DIRECTED BY M. ENGINEER TO GIVE THE CONSTRUCTED EMBANMENT FULL BEARING ON $OLIO GFOUO. S.vI~t4I SpclTicatla+a (RAY 01/27/65) POW 20 , ' 2-03.3(IA)E CONT IAED ' 44/ERIALS EXCAVATED FROM THE ROADWAY OR 0*ML CHANGE PRISMS, WILL NOT BE CLASSIFIED AS USUITABLE FOUDATION EXCAVATION UNLESS THE REMOVAL MUST BE ACCOMPLISHED BY ORAGLINE OPERATION OR BM SPECIAL EXCAVATION METHHODS REQUIRING DIFFERENT EQUIPMENT FROM THAT USED FOR ROADWAY EXCAVATION, IN AHICH CASE HEAWN304T AND PAYMENT AS -USU.TABLE FOUNDATION EXr-VATIOP' ON A PER CUBIC YARD BASIS WILL ABLY. I-03.3(14)f DISPLACEMENT OF NSUITABLE FOUNDATION MATERIALS - DELETE ' 2-03.4 MEASpE1ENT (SUPLEIENTAL SECTION) I ACC TO ITEM 1. AT THE DISCRETION Of THE ENGINEER, ROADWAY EXCAVATION, BORROW EXCAVATION, AND UNSUITABLE FONDATION EXCAVATION - BY THE CUBIC YARD NAY BE MEASURED BY TRUCK IN THE HAULING VEHICLE AT THE POINT OF LOADIN:. TIE CONTRACTOR SMALL PROVIDE TRUCK TICKETS FOR EACH LOAD REMOVED. EACH TICKET SMALL NAVE THE TAIUCX NANBER, PAW AM DATE, AND BE APPROVED BY THE ENGINEER. 2-03.3 PAYMENT (PARTIAL REPLACEMENT SECTION) ' ADD TO BEGINNING OF PARAGRAPH 1: 'ALL MATERIAL UNITS COVERED IN THIS SECTION SHALL INCLUDE THE MAUL TO AND FROM THE J08 SITE AS PART OF THEIR UNIT PRICE. REPLACE PARAGRAPH 1 ITEM 1 WITH: 'WHEN THE ENGINEER ORDERS EXCAVATION 2 FEET OR LESS BELOW SRAJRNOE, UNIT CONTRACT PRICES FOR ' ROADWAY EXCAVATION AND HAUL SMALL APPLY. IF /E ORDERS EXCAVATION NOTE THAN 2 FEET BELOW S,BOtADE, THAT PART BELOW THE 2-FOOT DEPTH SHALL BE PAID FOR AS PROVIDED FOR IN SECTION 2-03.3(3) UNSUITABLE FOUNDATION EXCAVATION.- REPLACE TEXT OF LTEM 3 WITH: 'UNSUITABLE FOUNDATION EXCAVATION', PER CUBIC YARD. ' }N MIS 810 ITEM AP+FARS IN THE SCHEDULE Of PRICES, THE CONTRACT PRICE PER CUBIC YARD SKULL BE FUL COMPENSATION FOR EXCAVATING, LOADING, PLACING OR OTHERWISE DISPOSING OF THE MATERIAL INUUOING HAUL. ' WHEN NO BID ITEM FOR 'UNSUITABLE FOUDATION EXCAVATION- APPEARS IN THE SCHEDULE OF PRICES, BUT AN ITEM FOR FONDATION WATERIAL CLASS A OR CLASS B APPEARS IN THE SCHEDULE OF PRICES, THE PAYMENT SHALL BE AS SET FORTH IN SECTION 1-09.5.7. WHEN NEVIER OF THE ABOVE iTEM6 IS PROVIDED IN THE CONTRA:, SUCH u AS WAY BE ORDERED BY THE ENGINEER SMALL BE ACCOPLISE.D AS EXTRA WORK AND PAY*— L dE MADE :S PROVIDED IN SECTION 1-OA.A. REPLACE TEXT OF ITEM T WITH: ' •ALL COST FOR EMBANKMENT COPACTION SHU., BE INCIDENTAL TO OTHER PAY ITEMS INVOLVED.- 2-BA NO& 2-01.5 PAYMENT (REPLACEMENT SECTION) ALL COSTS FOR TIE HAULING OF MATERIAL TO, FROM OR ON THE JOB SITE SMALL BE CONSIDERED INCIDENTAL tTO AND INCLUDED IN THE UNIT CONTRACT PRICE OF OTHER UNITS OF MORN. t SLpla tat SwIYicatims (RaY Ol:'27/86) Pape 21 2-0 SLOE RUTM" 1*11.1 PAYMEe OR MEW SECTION) ALL C" TS FOR SLOE TlEprMENT SALL BE CONSIDERED IICIDETITAL ToANp il[LWEp :n THE UNIT CONTRACT , PRICE OF OTHER WITS OF WORX, 2-M STgZrUE EXCAVATION ' 2-09.1 OESCRIPTION (SUPELDA NTAL SECTION) THIS WORK PEAT, SU INCLUDES SUITA�VMATFRIALS I ANa Df5P05A1 OF ALL UNSUITABLE MATERIALS SUCH AS ' MJCK, SWAMPYY ON INCLUDING BURIED LOGS AM D STOWS. 2-09,3(1)C 22LYAL OF INSTABLE BASE '��— MATERIAL PARTIAL PERALEAENr SECTION) '-AC* PARAGRAPH 2 WITH; GRAVEL BACWILL FOR FOACATION MATERIAL SHALL BE CRUSHED W PARTIALLY CRL9IED MATERIAL MEETING , THE AEOUIR04 NTS OF SECTION 9-30,78 FOR GRADATION AM DUALITY, 2-09,1 1 O DISPOSAL OF EXCAVATED MATERIAL (PARTIAL RERA¢IQIT SECTION) ' REM-Am THE SECOND AND THIRD PARAGRAPHS WITH: RID HPU.ING T� MATERIALS.IALS. THE WIT CONTRACT PRICE STRUCTURE EXCAVATION CLASS B SMALLLDING S. INCLUDE ALL COSTS FOROA ' 2-O9,1 MEpSUEIEN�pyATlw A_RERA�NT SECTION) MINIM" TRENCH WIDTH FOR PAYMENT BALL BE 1 FOOT, , HORIZONTAL LIMIT FOR PIPELINES LARGER THAN Al INCHES, PIPE ARCHES IN SPAN, STACTLRRL RATE PIPE, AND "X PAS$ 9A S ORE THAN 50 WOE LL BE 1.5 FEET, ' LOWER IALMIMIL---�5�q PE THE 90TTW OUTSIDE OF THE PIFE. OR TEE BOTTOM OF TIf REpUIRED BEDDING LIMIT AS LAMER LIMIT FOR HEASW:RK, EXCAVATION. 71E ENGINEERR NAY SET ANOTHER 1 WHEN EXCAVATION MUST BE MADE BELOW GRAPE. DELETE THE LAST TWO PARAGRA.HS, 2-09.5 PAYMENT (REPLACEMENT SECT , WHEN THE PROPOSAL INCLUDES ANY OF THE FOLLOWING BID ITEMS, THE OMNER ' 1. -STRICTURE EXCAVATION CLASS A,-PER CURIL YARD. MILL PAY AS FOLLOWS: 2. "STRUCTURE EXCAVATION CLASS B,"PEP CUBIC YARD. THE UNIT CONTRACT PRICE PER CUBIC YARD FOR THE BID ITEMS LISTED ABOVE SHALL BE FULL PAY FOR t ALL LABOR, MATERIALS, TOOLS, EOUIPME+.T, AND PUMPING INCLUDING HALL. IF THE ENGINEER DRDERS THE CONTRACTOR TO EXCAVATE BELLOW THE ELCVATIONS SHOWN ON THE PLANE, THE WIT PRICE PER CUBIC YARD FOR 'STRUCTUE EXCAVATION CLASS A OR B" SHALL APPLY. BUT IF THE CONTRACTOR EXCAVATES ' DEEPER THAN THE RAMS OR THE ENGINEER REQUIRES. THE GOER WILL NOT PAY FOR MATERIAL EXCAVATED FROM BELOW THE IALUIITHRED CONELECRETE IN TNIS CASE, THE CONTRACTOR, AT HIS EXPENSE SMALL A`0.AGE SUCH MATERIAL WITH CONCRETE ON OTHER MATERIAL THE ENGINEER gPpROVES, , t SM4I~tll Specifkatitms , (%V O1/27/86) P290 22 1 2-09.5 CONTINUED WHEN `STRUCTURE EXCAVATION(SASS 8. 1S NOT INCLUDED IN THE BID ITEMS THEM ALL EXCAVATION, 00 ALL NAIL NO 0170SAL ff EXCE55 OR UNSUITABLE MATERIALS, TOFETWM WITH ALL LABOR, TOOLS AM EQUIPMENT REQUIRED TO EXCAVATE TO LINE APO GRADE FOR ANY PIPE, CULVERT OR COOUIT LMLL BE CONSIDERED INCIDENTAL TO THE PRICE PAID FOR THAT PIPE, CULVERT OR CONDUIT NO NO ADDITIONAL ' PAYMENT 94ALL BE WADE. 5. •SHORING AND CRIBBING OR EXTRA EXCAVATION CLASS A....... LUMP SUM. THE LUMP SUM CONTRACT PRICE SHULL BE FULL PAY FOR ALL LABOR, MATERIALS, TOMS, AND EQUIPMENT NEEDED TO BUILD, DEWATER, PLACE AIMUP TO PREVENT SCOUR, AM REMOVE THE SNORING, CRIBS, ' COFFEADMS ON CAISSONS. IF THE ENGINEER REWIRES SIFRING, CRIBS, COFFERDAMS, OR CAISSOS MEN THE CONTRACT PROVIDE' NO 810 ITEM FOR SUCH ROM, THE OWNER RILL PAY A, PROVIDED IN SECTION 1-OA.A. IF THE ENGINEER ' REQUIRES THE CONTRACTOR TO BUILD SHORING OR CRIBS OR EXTRA EXCAVATION CLASS A THAT EXTENDS BELOW THE ELEVATION SHOWN ON THE PLANS, THE OWNER WILL PAY THE LUMP SM PRICE AND NO MORE MEN THE EXTRA EXCAVATION DEPTH DOES NOT EXCEED THEE FEET. FOR DEPTHS GREATER THAN THEE FEET BELOW THE ELEVATION SHOWN ON THE PLANS PAYMENT WILL f AS PROVIDED IN SECTION 1-04.4. 6. *GRAVEL BAC(f1LL(KUD`.• PER TON. ' THE UNIT CONTRACT PRICE PER TON FOR THE KIND 40 CLASS OF GRAVEL BACKFILL USED S1AL1 NE FULL PAY FOR ALL LABOR, MATERIAL, TOOLS, AND EQUIPMENT USED. I UNLESS OTHERWISE SPECIFIED GRAVEL RACKFILL, GRAVEL BORROW, AND BAN, RUM GRAVEL FOR TRENCH SAMILL SMALL REFER TO GRAVEL BASE CLASS B AS DEFINED IN SECTION 9-3,10 OF THE SUPPLEMENTAL SPECIFICATIOS. ' 7. 'FOUNDATION MATERIAL CLASS A OR CLASS a.. PER TON. IF EXCAVATION BELOW THE ELEVATION SHOWN ON THE PLANS TO REMOVE UNSTABLE, OR UNTABLE, 0, ' UNSUITABLE MATERIAL IS REWIRED BY THE LNGINEER THEN ALL LABOR, MATERIAL, AND EQUIPMENT REWIRED TO EXCAVATE, LOAD, MAUL, 40 DISPOSE OF SUCH MATERIAL, AID TO REPLACE THE MATERIAL WITH FOUNDATION MATERIAL CLASS A OR CLASS 6 SMALL BE PAID IN THE BID ITEM •PDXOATIOM MATERIAL CLASS A OR CLASS 8"(SECTION 9-03.12(1)), PER TON AND NO ADDITIONAL PAYMENT 94LL BE MADE. 2-11 TRIAL" N O DIEANP 2-11.3 CONSTRUCTION REQUIIEHE)j'S (ADDITIONAL SECTION) ADD TO PARAGRAPH 1: 7, REMOVE TREES, SNAGS, DOWN TIMBER, UPTURNED STUMPS, LARGE ROCKS APO BOULDERS, 440 OTHER UNSIGHTLY MATTER OUTSIDE THE AREA STAKED F(R CLEARING OR GFLNING. S. THIN TREES OR BRUSH AS REQU.RED BY THE ENGINEER. 9. FILL HOLES AND SMOOTH AND CONTOUR THE GROUND. 10. 94AR THE ENDS OF CUTS AND FILLS TO FIT ADJACENT TERRAIN AND TO EHWCE THE AREAS APPEARANCE. 11. OBLITERATE A,A•OONED ROADS AND RESHAPE THE AREAS TO I D NITRAL, Y WIN SURROUNDINGS. ' Smlae tal Smificatlms (ARV 01.'27/86) PaW 23 5-W ASPHALT CONEPM PAVENW 5-04.5 PAYMENT (PART:AL REPLACEMENT SECTION) ' REPLACE ITEM 1D •DR VE NAY ASPHALT• WITH: 10. •MISLELAEGLS AND/GA DRIVE WAY ASPHALT.- PEP 'ON. ' ALL COST FOR THE ITEM 12 CRACK SEALING, 13 TE7FORARV STRIPING, A IA REMOVING TEMPORARY STRIPING SWLL BE CONSIOEREC INCIDEMA- TO AMC INCLUDED IN THE UNIT CONTRACT PRICE OF OTHER WITS S WOK.- t S-W mOlf mOEtE PRNDOEf I5-0543, 8) CEMENT CONCRETE DRIVEWAYS (SUPPLEMENTAL SECTION) ' CONCRETE FOR DRIVEWAYS SHALL BE 3 DAY MIA. ' 5-05.5 PAYMENT (PARTIAL REPLACEMENT SECTION) REPLACE ITEM 7 WITH: , 7. -CEMENT COILTETE DRIVEWAY•, PER SOAK YAM 6-11 $110muES (WEII gLTION) , 6-11.1 (OESCRIPTION) THE WORK DESCRIBED IN THIS SECTION, REGARDLESS OF THE TYPE OF MATERIALS ENCOATERED, INCLUDES THE EXCAVATION AID SAWING OF THE CUT OR FILL !LOPES AMC FURNISHING AMC COSTRUCTDD ROCKERIES/ROCK RETAINING WALL MERE SHOWN ON THE PLANS W MERE DIRECTEC BY THE ENGINEER, , 6-11.2 MATERIALS Ric WALLS SHALL BE FW4ED OF LARGER PIECES OF QMRWIE7 BASALT, MMITE ON OTHER IGNEOUS RON. ' I DIVIOWL PIECES OF NO[K SMALL BE SOAD AND RESISTANT TO WEATHERING. MEN BROKEN INTO PIECES WEIGHING 50 TO 150 GRAMS AND TESTED FOR SOUNDNESS WIT, SOOIW SLLPHATE IN ACCORDANCE WITH RASHID TIC , THE LOSS THROUGH A DIE-INCH SIEVE AFTER 6 CYCLES SHALL MDT EXCEED 35% BY WEIGHT. 1 THE ROCK MATERIAL SHALL BE AS NEARLY RECTANGULAR AS POSSIBLE 50 AS TO AFFORD THE MINIMUM VAUNT OF VOID SPACE BETWEEN THE BLOCKS. NO STOW BALL BE USED WHIM ODES NOT EXTEND THROUD, THE WALL. ' THE ROOK MATERIAL 94ALL BE HARD, SOUND, DURABLE AHD FREE FROM WEATHERED PORTIONS, SEAW CRACKS AND OTHER DETECTS. T.E ROFA DENSITY SMALL BE A MINIMA OF 160 POUNDS PEA CUBIC FOOT, THE SOURCE OF 5'SPLv AMC , REPRESENTATIVE SIMPLES Or THE MATERIAL SMALL BE APPROVED BY THE ENGINEER BEFORE DEL1,0FRY TO THE S:TE. THE ROCK WALLS S.VHL.L BE CONSTRUCTED OF TWO-MW ROCKS, (300 TO 600 PG►DS) EACH 13• IN ITS LEAST , OTMEMION; fHEE-MAR: RULM(S (800 TO 1,200 PONDS) EACH 16• IN ITS LEAST DIMENSION; FOJR.aPN ROCKS (1,500 TO 2,200 POUND$) EACH 18• 1% ITS LEAr.T DTANSION. THE ROCKS SMALL RANGE WIFOp4Y IN SIZE ' FOR EACH CLASSIFICATION SPECIFIES. THE FOUR44M ROCKS SMALL ONLY BE USED FOR THE FIRST COURSE OF ROCK IN WALLS OVER 6 FEET IN HEIGHT, $41eMentA1 Specifications (Rev 01/27/86) PAye 2A , t6-11.3 (CONSTRUCTION REQUIRDENTS) ' 'It RDp( OLOROING AT TIE SITE WILL BE DOE IN SUCH A WARNER AS TO SEGREGATE T E WOK BY THE SIZE RANQES INDICATED IN TIE PRECEDING PIRgWBw. THE WALLS SMALL. RO STARTED 81 EKCAVATIRG A TTEIDN, HD'T LESS TORN 6 WOES OR NW TNAN ONE FOOT IN ' OWN BELOW SUMRAOE IN EXCAVATION SECTIONS, OR NOT LESS THAN 6 INOMES OR HOE RAN ONE FDUT IN DEPTH BELOW THE EXISTDG MOM LEVEL IN EMMM0EW SECTIONS. AREAS ON WNICI 'HE FOKAV ISM BE PULED SHALL BE TRINED A/O DRESSED TO C'OWORM M THE E�EVATIQN OR SLOPE IND%ATED. TOE ROCK WALL COSTHPDG7'ON 94ALL START AS S`OM AS POSSIBLE VON -E COPLETION OF THEM OR FILL SECTION. ROOK SELECTIN AND R.AM4ENT GHVLL BE SUM THAT THERE .'.. 1 NO OPEN VOIDS IN THE DPOSM FACE W THE WALL OVER 6 INCHES A47M 1N ANY DIRECTION. THE RO..., SHALL BE PLACED AND EYED MMTHER WITH A"WIMP OF VCMS. PARTICULAR ATTENTION SHALL BE GIVEN M THE RACING AND KEYING TOGETIER OF THE WIMAL COPSE W ALL ROOKERIES. THE FINAL COPSE 9MLL "AVE A CORINDAS W ExWCE AND BE PLACED M NININIZE EROSION OF THE ;BPOKILL MATERIAL. THE LA9w RODS 94ALL BE P ACED AT THE BASE Or THE ROCERY SO THAT TALE MALL RILL BE 'TABLE MD NAVE A STABLE AAPEARAMDI. THE ROCKS SHALL BE CNEFU.LY PLACED BY LECHMNICAL EQUIPMENI AND IN A NANIER S IC H 'HAT THE LOGITIDINy. AXIS IF THE ROOK SPNALL O AT RIUO ANGLES OR PERPENDICULAR TO THE ROGER, FACE, THE WOKS SHALL HAVE ALL DNC:NING FACES S.OGING TO THE BACK OF THE AMPUY. EACH ROW OF Row WILL BE SEATED AS TIGMTLV AND EVENLY AS POSSIBLE ON THE ROOK BELOW IN SUGH A WNA10" THAT THEM WILL BE NO'VLENT BETWEEN THE 110. AFTER SETTING A CHAISE OF ROCK, ALL VOIDS BETWEEN THE. RO)G SHALL BE MINKED ON THE BN}( WITH QARW ROCK M ELIMIHAIE ANY VOID SUFFICIENT rO MSS A 2 IND, 5aARE PROBE. WDKERY BACHFILL THE NALL BApKILL SW'..L CONSIST OF 1.112 INCH MINUS OW946D ROCK OR GRAVEL COFOMING TO SECT;OM ' 9LC3.90). 'HIS NNTER IAL WILL BE PLACED TO AN 6 14CH MINI" THICKNESS BETWEEN TIC ENTIRE WALL M1 I-V Tlt OR F.LL MATERIAL. TIE BACKKILL MATERIAL WILL BE PLACED IN LIFTS TO AN ELEVATION ARROzb S 1'-'CS BELOW THE COURSE OF ROCKS PLACED. 111E BAWILL WILL BE RACED AFTER EACH COA-F 11. My BAG6ILL HATERIAL ON THE BEARING SURFACE O THE ROOK CURSE WILL BE REMOVED BEFORE. 5. GG THE NEAT COURSE. MAIN PIPE tA A INCH DIAWETER PERFORMED PVC PIPE SHALL BE PLACED AS A FOOTING DRAIN BEHIND TIE ROCKERIES AS SON IN TPE STAMMD PLANS. MD CONNECTED M THE STORM DRAINAGE SYSTEM ROE 9NON. REJECTION OF MATERIAL THE INSPECTOR WILL HAVE THE AUTHORITY TO REJECT ANY DEFECTIVE MATERIAL AID M SUSPEND MN Now THAT IS REIN/ IWR04 V ORE, SUBJECT TO THE FINAL ➢ELISION OF THE ENGbEER. ALL REJECTED MATERIAL WILL BE REMOVED FROM THE CONSTRUCTION SITE AND ANY REJECTED WON 9ALL BE REWIRED V REPLACED AT NO ADDITIONAL COST TO 1.E DINER. 6-11.4 NEA4AOEA• NEASIEMETNT IF 'IE r1N:5N£D ROCK WAL FOP PAYMENT WILL BE MADE FROM THE FOOTING ORRAOE M TIE TOP T THE WALL AVD ROUNDED M THE N.AREST SOKKRE YARD, 6-1I.5 PAYMENT PAYMENT WILL BE MADE UNDER THE ITEM "ROOK RETAI*14'.WALL', PER SQAWE YARD, ' THE UNIT PRICE PER SHAME YARD SHALL HE FULL COPEmSATIOM "A TIE AOCKEAY/ROC( HETAININD WALL IN PLACE AD SHAM. INCLUDE ALL WORK, MATERIALS, AND EQUIPMENT REWIRED TO COFLETE THE INSTALLATION. t SHD1eMe„tRl SDeciTicatlTns ' (RWY 01r27PF) PROW 25 - �t pV' s 23rd & Shattuck venu 1 Out _Al W1D Bid Proposal & Specs, • IR 741 OIIAO6 7-01'4 NEA"WANT AO0ItIM4AL SECTION) 1 ADD TO PARACRM, 2:.WHEN ne 1 NOLLIDE Ewell �IOIPAAT IAA, ASSA PAT IITEN ALL COSTSASSOCIATEUX D WITH B' ANp '5LRLCTLW EICAVA*!ON CLASS EM.• THESE ITEMS Siwu BE INELLOEp IN OTER 1�� OiA6tI5 7-02.2 MATERIALS 20C;TIONAL SECTION) 1 ADD TO PARA,GRAP. 1: Pvc PIPE 9-03.12 PVC PIPE: rE°F PL4I4 JA PEIrsDRCED ,N:,VrE, STEEL, DA rILUAINIM ARE RFSEIIIED TO IN SECTION 7.Oj IT SHALL BE Lo"RST00D TMA, RUITCHCE 15 ALSO 1 MADE to P,r, 7-02.3{1)C PLACING PVC PIPE IAMITIONN IN THE rRENwr TRAEPARED AS ___ SECTION) 1 ITH FAOMR END. INTHTHEE BELL ENO L'ORADE. !PEA ORAKL7WIU SBEI PK AS PIPE SMALL BE LAID BEGINNING. AT THECONNECT i0 A S BOT7aM 7 THE PIPE TO 6• ABOVE THE USED P OF TTEpI BEDOINO MATERIAL ANp EXTEND E. POINT Qs COAEC IT GN. W.TH A 'MOPED JOINT A KaElER TED ,� CQLAR BILL SE MOWHEN IT IS AT SSARV 7O 1 TN[ 7-02=AEASIAiDENT ipART;AI REP ACElENT SECTION) 1 DELETE LAST PARAGRAPH 7-02.5 PAYMENT PARTIAL gERACENENT SECTI1 DELETE !TENS I TMtppA 20 AND "%CE WITH: I• �_• StPrN erAln PiM Per L.F. 1 2' �• H CPr"Atw Steel Arm P S. A• • COr !pe Per L.F. A. • rugete0 Per C.Y.;w Arm P1P! Der L.F. 1•Cmcrete Clue Cl per C. 5• •—• Dleeeter FIOM Era Sectlm Per Ea. DELETE PARAMWAS 5 A 7 1 7-Qy SIACTNAL PLATE PIPET POE AIpA NO/, Afp WUM.M 1 7-05.A HEASUE?ENT IPAAf• .4 REPLACEMENT SECtiw Peragrapn 5: REPLACE `SECTION 2-D9.4• WITH 'SECTION 2-09.5• 1 1 1 SUVI ate! SPecl Flcotims 1 (RpH 01/27/86) PeQe M 1 1 7-07 5 PAYMENT (PARTIAL q[PLALfNpMi SECTION) ' DELETE ITEMS 11, 12 " 11 REPLACE LAST PARACAAPH WITH: T[ LNIT CORRI'T PRICE FOR GRAVEL BACITILL FOR FOMATION5 CLASS A GR CLASS B SHALL BE MAID IN ACCVR[WLE WITH SECTION 2-09. T-M SROBM Sim ' 7.0A.2 MATERIALS (APPLEMENTAL SECTION) A00: PVC BIER PIPE 9-05.12 ' -OA 3(1)9 P.PE BECDDD (9PPLElENTAL SECTION) ' ADC: PIPE BEDOLC FOR PVC SEMER PIPE SHALL CONSIST OF PFJI GRAVEL. IT $MALL BE PLACED t0 P DEPTH Of 6' OVER AIO 6- UDER THE EXTERIOR MALLS OF THE PIPE. ' OA 7(2)A SAVEY LINE AND GRADE (PARTIAL REPLACEMENT SECTION) REPLACE PAAACAAPH 1. WITH: ' 9AVEY LIE AND GRADE MILL BE PICVIDED BY THE ENGINEER OR CONTRACTOR IN A MINER CONSISTENT WITH ACCEPTED PRACTICES AND THESE SPECIFICATIONS. ' 7 OA S(3) MA04FILLINNG STORK SEWER TAENCHES (9APLE)ENTAL SECTION) 400 TO PARAGRAPH 3: WC PIPE SMALL BE BEDDED AND SACKFILLED WITH PEA GRAVEL IN ACCORDANCE WITH 7-04.3(1) B PRIOR ' TO BACWFILLING THE REMAINDER OF THE TRENCH. I ADO. ' NEASUTENEN' Of BANK RUN GRAVEL FOR TRENCH BAL'MFlu WILL BE By THE TON, IN ACCORDANCE WITH SECTION 1-09.1, OR BY THE CALCULATION OF HEAT LINES BASED ON NAXIWA4 TRENCH WIDTH PER SECTION 149.4, USING A CONVERSION FACTOR OF 1.5 TONS PER "IC YAM, WHIC'EVER 25 LESS. ' '-OA A NEASLADENT (PARTIAL REPLACEMENT SECTION) REPLACE PARAGRAPH A WITH: ' EXCAVATION OF THE STOW SEMER TRENCH WILL BE NEA9.AEO AS STRUCTURE EXCAVATION CLASS B OR STROCTLIE EXCAVATION CLASS 6 INCLUDING ARIL, AS SPECIFIED IN SECTION 2.09. t7-04 S PAYMENT 'PARTIAL PERACEMENt SECTION) DELETE ITEMS I TNWADN B AND REPLACE WIDTt 1. ' • Stow sew[ plpe, per L.F. 2. C;;pmte Class C, Orr C.Y. MEN NO BID ITEM"GAWI SAOTILL FOR PIPE BEDDING' 15 INCLUDED IN THE SCHICO&E OF PRICES, PIPE ' BEGOING AS SHOWN IN THE STANGRRG PLAYG SHALL BE CONSIDERED DEIDENTAL TO THE PIPE AMC NO ACOITIONAL PAYMENT SMALL BE MADE. t t SUplend+tal SMxciFlcatlo�s ' (RAY 01/21/66) Poop 21 7-04.5 CONTINUED ' REPLACE PAPAOUPH J WITH: ' ,FSTING OF STORM SEWER PIPE IF REQUIRED BY THE ENGINEER SMALL BE CONSIDERED INCIOENTAL TO AND MLOED IN TIE UNIT CONTRACT PRICES FOR OTTER ITEMS. , 7-05 18W110M, GATE BELIEFS. OIOP DUETS, AID CRUM GASg6 7-05.3(1) ADJUSTING HAgOLES AK CATCH_BASINS TO GRACE (SDREMDITAL SECTION) ADD: , IN UPAVW $'BEETS: MANHOLES, CATCH B0.5INNS AND SINILM STRUCTURES IN AREAS TO BE SURFACED W:M CMGHEU ROCK OR GRAVEL SHALL BE CONSTRUCTED TO A POINT APPROXIMATELY EIGHT INCHES BELOW THE SBGRROE AD COVERED WITH A TEMPORARY WOOD COVER. EXISTING IAMQES %.ALL BEM OFF AND ' COVERED IN A SIMILAR WMOI. THE CONTRACTOR S1WLL CARUU.LV REFERENCE EACH MANHOLE SO THAT THEY MAY BE EASILY FORD IPOI COMPLETION OF THL STREET WORK. AFTER PLACING THE GRAVEL OR CRUSHED STONE SURFACING, THE MAN OLES AD MANHOLE CASTINGS SMALL ' BE CONSTRUCTED TO THE FINISHED GRACE OF THE ROADWAY SURFACE. EXCAVATION NECESSARY FOR BRINGING MANGLES TO GRAVE SMALL CENTER ABOUT THE MANHOLE AM BE HELD TO THE MINIMM AREA NECESSARY, AT TIE COMPLETION OF TIE MANHOLE ADJUSTMENT. THl VOID MOM THE MANOLE SMALL BE t BACKFILLED WITH MATERIALS WHICH RESULT IN THE SECTION REQUIRED ON THE TYPICAL ROAD WAY SECTION, APO BE THOROUGHLY COMPACTED. WHERE BITMINOA SURFACE TREATMENT IS TO BE PLACED, THHE MANGLE CAST:.CS SHALL BE INSTALLED FROM 112 INCH TO ONE INCH HIGHER THAN THE ROADWAY SURFACE, AS ' THE ENGIMEERR MAY DIRECT. IN CEMENT CONC9i'E PAVEMENT MANHOLES, CATCH BASINS AND SIMILAR STRUCTURES SHILL BE CONSTRICTED , APO ADJUSTED IN THE SAME MAKER AS OUTLINED ABOVE EXCEPT THAT THE FINAL ADJUSTMENT SHALL BE MADE 40 CAS' IRON FRANC BE SET AFTER FORMS HAM BEEN PLACED AND CHECKED. IN RACING TIME CONCRETE PANED NT, EXTREME CARE SHALL BE TAKEN NC. .0 ALTER THE POSITION OF THE CASTING IN ANY , WAY. IN ASPHALT CIOPMTE PAVEMENT MAIOLE5 SNR.L MDT BE ADJUSTED UNTIL THE PAVEMENT IS COMPLETED, AT WHICH TIME THE CENTER OF :ACM MANHOLE 94ALL BE CAREFULLY RELOCATED FROM REFERENCES , PREVIOUSLY ESTABLISHED BY THE CONTRACTOR. THE PAVEMENT SHALL BE OUT IN A RESTRICTED AREA AND BASE MATERIAL BE REMOVED TO PERMIT REMOVAL OF THE COVER. THE MANHOLE SMALL TEN BE BROUGHT TO PROPER LADE UTILIZING THE SAME METHODS OF CONSTRUCTION AS FOR THE MAKE ITSELF. , THE CAST IRON FRAME 94ALL BE PLACED ON THE CONCRETE BLOCKS AND WEDGED OF TO THE DESIRED GRACE. THE ASPHALT CONCRETE PAVEMENT BALL BE CUT AMC REMOVED TO A MEAT CIRCLE, OE DIAMETER ' OF WHICH SHALL BE EQUAL TO THE OUTSIDE DIAMETER OF THE CAST IRON FRAME PUS TWO FEET, THE BASE MATERIALS AND CRUSHED ROCK SHALL BE REMOVED ANG CLASS 6(7/4) CONCRETE SMALL BE PLACED SO THAT THE ENTIRE VOLUE O THE EXCAVATION 15 REPLACED OF TO WITHIN BUT NOT TO EXCEED 1 1/2 INCHES OF THE FINISED PAVEMENT 9FFA:.E. ON THE FOLLOWING DAY THE CONCRETE , THE EDGE OF THE ' ASPHALT COCRETE PAVEMENT, AND THE OUTER EDGE IF TIC CASTING SHALI. BE PAINTED WITH HOT ASPNPNT CEMENT. ASPHALT COCRETE 94ALL THEN BE RACED AND COMPACTED WITH HAND TAMP-RS AND A PATCHING ROLLER. ASPHALT CONCRETE WILL BE PAID FOR AS • ASPHALT CONCRETE PAVEMENT, CLASS B I4CLMING ' PAVING ASPHALT PER TOM-. THE COMPLETE PATCH SHALL MATCH THE EXISTING PAYED SURFACE FOR TEXTURE, DENSITY, AND MIFOMITY OF GRADE. THE JOINT &ETMFEN THE PATCH AND THE EXISTING PAVEMENT SHALL THEN BE CAREFULLY PAINTED WITH HOT ASPHALT CEMENT OR ASPHALT EMULSION AND SHALL BE IMMEDIATELY COVERED WITH DRY PAVING SAD BEFORE THE ASPHALT CEMENT SOLIDIFIES. THE iNSlDE THROAT OF TIME MANGLE 94ALL BF THOROUGHLY MORTARED AMC "TERED. 1 &91~tAI SpWciFiCRtim+ , (Re, 01/271") " 28 7-05.)(1) CONTIN,ED AVATWENT OF INLETS rtc FINAL ALIGNMENT NO WADE OF CAST IRON FRPGS FOR NEW Ma OLD INLETS TO BE AG)USTM TO GRADE WILL BE ESTAF.ISHED FROM THE FO06 OR AO,IAAIEMT PAVEMORT S AFACES. THE FINAL ' ADJUSTMENT OF THE TOP OF THE INLET HILL BE PERFOME; R SIMILAR MANNER TO THE ABOVE FOR WM-CLES. ON ASPHALT CONCRETE PAVING PRO,EI:TS USING CURB AND GUTTER SECTION, THAT PORTION OF THE CAST IMX, FRAME NOT EMBEDDED IN THE LITTER SECTION BALL BE SCUIOLV EMlEDOEO IN CONCRETE ALSO. THE CONCRETE 94ALL EXTEND A MINIMUM UE SIX IN]ES BEYOND THE EDGE OF THE CASTING AND STALL BE LEFT 1 1/2 INDES BELOW Tlft TOP ON THE FRAME SO THAT THE HEARING COURSE OF ASPIALT CONCRETE PAVEMENT MILL BUTT THE CAST 1" FRME. TIE EXISTING CONCRETE PAVEMENT AND EDGE OF THE CASTING SHALL BE PAINTED WITH HOT ASPHALT CEMENT. ADJUSTMENTS IN THE INLET STRICTURE SHALL BE CONSTRUCTED IN THE SAME WWNER AND OF THE SAME MATERIAL AS T-AT RMIRED FOR NEW INLETS. THE INSIDE OF THE INLETS SHALL BE M DATARED AMC PLASTERED. ' MONUMENTS AND CAST IRON FRAME AND COVER MONUMENTS AND MOM0ENT CASTINGS SIA..L BE ADJUSTED TO GRACE IN THE SAE MANER AS FOR IAeMCUES. VALVE 801 CASTINGS ADJUSTMENTS OF VALVE BOX CASTINGS SMALL BE MADE IN THE SAME 'Am A AS FOR MANHOLES. 7-05.4 MEASIFEENT (PARTIAL REPLACEMENT SECTION) ' REPLACE PARAGRAPH 1 WITH: ' WM40LES AND CATCH SM14S WILL BE MEASURED PER EACH FOR THE FIRST 10, AS MEASURED FROM ' FINISHED RTM ELEVATION TO THE INVERT OF THE LOWEST CUTLET PIPE. ALL DEPTH GREATER THAN 10' WILL OF PAID AS EXTRA DEPTH MANHOLES ", OR EXTRA DEPTH CATCH BASINS, TYPE PER VERTICAL FOOT ' REP A[: PARAGRAPH A: WITH: STRUCTURE EXCAVATION CLASS B 4D STRUCTURE EXCAVATION LASS B, INCLLO:NG HALL WILL BE MEASURED AS SPECIFIED IN SECTION 2-09. 7-05.5 PAYMENT (PARTIAL REPLACEMENT SECTION+) OE.ETE ITEMS 1 THROUGH 10 AND REPLACE WITH: 1. "SCMdard Namales_", Per each Ma 2. •E.tra Depth rnples_", per V.F. 5. "Catch Basin Type— -, per each A. "Catch Basin Type_,_", without patch, per each S. "E.tte Depth Catch Basin", per V.F. No 6. "Adjust M4nle", per each 7. "Adjust Cetph basin", par each B. "Adjust vales", per earn 9. `Adjust MOgXnente", per each 1 DELETE PARARAPH A Suplewental Specifications ' (Rev 01/27/56) Page 29 7.d9 PM NO FITTIM FAR MIM M O 7-09.2 MATERIALS PARTIAL RMACOdT SECTION REPLACE 04 1 WITH; 1 MATERIALS 906-L MEET THE REQUIREMENTS O THE FQLORDC SECTIONS: Owt 1 Nctlle 1rJn P1Pe 9-30.1 Fitting 9-3O.lA Ductile ITan PlAe 9-30.2 Plastic F11P Wrap 9-30.2A 1 Trace: TApe 9-30.8 9-30.9 9_,B UOOI ES[. ADC, AM MOVULFOR010 IwO6 1 7-10.3(07)8 EXTRA EXCAVATION (PARTIAL RALEIENi SECTION) 1 REPLACE PAPAORAOH A WITH: IEASIFEMQR OF •BANX RUN GRAVEL FOR TRENCH gyl(FILL• WIL_ BE By TIE TON. 1 7-10.4(D4) BARK RUN GRAVEL FOR lAE1CN ILL RERACDCIT SECTION) IME09 i�T B THE&AWWCWIN �� FOR TRENCH BACWILL WILL K By , A CALCULATION OF NEAT LINES U17lSED ON NgXIMEM TON, iN A<-'ORDANICE WI'>' SECi/ON CONVERSta FACTOR OF 1.5 TOES PER CIBSC TARO, WHICHEVERRED' WIDTH PEP SECTION 2- 15 LESq 09•A USING 7-10.5 02 400VAL AND RERACDEHT OF ,EXTRA EXCAVATION (PARTIAL REPLACE -"MTSECTION) - DELETE 7-10.s Ol RE10vAL AND REPLACE � PAR WERACEIENT OF USUITA&E MATERIAL (PARTIAL REPLACEMENT N) hGRAPH 1 WITH: PA'NENT FOR `REVIVAL AND REPLACEMENT ON 071ER BID ITEMS AND NO F1/1 IMSUITA MATERIAL- RILL BE CONSIDERED INCIDENTAL TO TIED CONDENSATION WILLL BE WADE. , 7-,0.5(04) oft RIM GRAVEL FOR iRENO1 9AC16 ILL (PARTIAL REPACEMENT RFr REPLACE PARAGRAPH 1 WITM: 1 PAYMENT WILL BE MADE AT THE WIT CONTRACT PRICE PER TON FOR •Wft RUN OR FOR TWNC, AM ILL' WHIM PRICE SHALL BE FUEL COEENNSATION FOR EXCAVATING, FURNISHING, IWAING, AND PA; W EXCESS THE VAtERIAL [N TIE TRENCH. ALSO INCLUDED IN THE UNIT CONTRACT PRS� WASTt V; Ui EXCE55 AND RACING UA)SA&E MATIAIAL EXCAVATES) FRON THE TRENCH. "E IS THE 7-10.3 O3J FOUNDATION VITERIAL (ADDITIONAL SECTION 1 PAYMENT WILL BF �TT THE UNITE"14TR kT EXCAVATING ICE PER TON FOR •FOUNDATION VATERIAL• WHIM PRICE SMLL { F L WITH THE APPROPRIATE FDUDATION MATERIAL PER SECTION AM SING O' TIE L06UITA&E VITERIAL ryC REPLACING 1 S0.7B(1) 1 i SL"w"WItal SMci Flcations 1 (Aey 01/27/e6) No 30 1 t7-L PIE INSTALLATION FOR RATM MEWS ■ 7-11.5(06=LAYING VILE IMOM PIPE NSTN Part �+.` ■Y EIYI' (Sl/sLp(N}y SEtTId) M POLYFR"LEIE ETEREDIEW SMALL ALSO S INSTALLED ON ALL ES - COPLSNGS, FITTINGS, NO VALVES, W ACCOEEXIM • S� AS PIPE LATENALS, WI1N YCTION 4-5 OF ANSI 21.5 ON ARM C105. Xt'-li.)(p5M CONECTION TO IXISTIK tMe ' NOTION) CONTRACTOR INSTALLED CORECtIONS: CONNECTIONS TO M EXISTING WATER MIN SMALL NOT E MOE WITHOUT FIRST MAKING M W-MSNh AAAAMII1lMS WITH M E'VNEEA IN ADVANCE. WOW( SMALL NOT BE STARTED L ;.L ALL M MATERIALS, WUDAENT, AND LIM NEMSSNW TO PROEi`Y COWLM M WOM ARE ASgMILED ON 'HE SITE. EXISTING "TER MAINS SHALL BE CUT BY M CONTRACTOR. M CO/TRAC7OH &HALL AEMROVE M PORTIONS OALL f PIE TO ATWIOE FORM INSTALLATION OF M ACQUIRED FITTINGS AT M POINTS OF CONNECTION. t IN-SEMESNMCAUSED REPAIRED OONBY ACE Ta S OPERATION, TO EXISTS"; JOINTS IN PIPING TO RpNIN CONTRACTOR S*LL �� AT NO AOD7TIOAAL COST 70 M SLATE, M DET[NIINE M EXACT LENGTH OF EXISTING WATER MIN TMT MUST a NEMM' M PIE GOS SMALL 3E BEVELLM TO pp Do DAMAGE TO M TRANSITION CODLING GASKET OPING INSTALLATION O M COUPLING. M IX1E EVE Di TOE EXISTING PIE CIO SHALL BE CLENEO TO A SCAM, SNOGTN FINISN EEFOE INSTALLATION OF TM[ F TOE[ME TRANSITION COUPLINGS SMALL BE INSTALLED By TM( CONTAACTOK AND SNAALL (E PRDVIOM WIT" A PLASTII FILM WARP. THEPLASi IC FI'_M WRAP SMII BE WRAPPED LOOSELY AROUND M PIPE, FITTINGS, AND ' CODLINGS. AM SECURED WITH 2-INEM WIDE POLVETWLEME ARE [NSiALL NXE'SI CO K TALC. PIPELINES IN WHICH THE PL[NCS ID 91AL1 BE A MININM OF J FEET ON EACH SIDE OF M CODLING. ALL JOINTS OR SEAMS IN M PIJLSTIC FILM WRM SMALL BE MA(E USING M 2-IMJM WIDE PQrtTHnETE ADHESIVE THE. M PLASTIC FILM WRAP MMO NOT BE MATMTIONT. &P NO PART OF M PIPE OR COPCING SMALL K EXPOSED TO M MWILL. CARE SHALL BE EXERCISED DURING SAL10'7LLING TO PREVENT THE PLASTIC FILM OW FRON BEING AMrUgED OR OTNMWISE DAW . PLASTIC FILM WRAP AM ITS INSTALLATION SMALL COFOWM TO AWWA CIGS EXCEPT AS MODIFIED NMIN. U(N WWA 1S ONCE STARTED d A COM ICTION, IT 9ALL PgpOIXD MKT WAUSLY WITHWT AM AS RAPIDLY AS POSSIBLE UNTIL COP LEtED [NTENAPTION, OR OVER WEEIIENOS OR ON HOLIDAYS. . NO SHUTOFF Or MtNS WILL R ERM1TTEp OWEMIONT t IF M CONNECTION TOM EXISTING SYSTEM INVOLVES TDANirG OFF M' WATER. M CONTRACTOR SAW.BE RESPONSIBLE FOR NOTIFYING TOE RESIOENTS KFECTED BY THE 94 1TOFT. Tie ENGIMCOI WILL ADVISE WHICH MMJRERTV Oteg BE NOTIFIED.NE TO NOTIFIED. M t CONTRACTOR MAY BE REQUIWED TO KWOM M CONNECTION OURINC TIMES OTHER TERN NOMAL NOX"NG NOAS. THE CONTRACTOR SMALL NOT OPERATE ANY VALVES ON M EXISTING SYSTEM, WATER SYSTEM PMSOMEL WILL OPERATE ALL VALVES ON M EXISTING SYSTEM FOR M CONTRACTOR W.Ev REWIRED. NO WORK Sw10l 6E PENF(%MEIN ON M CONIECTIONS Jl[SS A REPgESENTAiIVE O M WATER OEPNI'YENNi ' IS PRESEN* 10 1NSPECT THE WPM. ' S1oiTMMntA1 SDAelISgL1pM (pay 01V27.+86) POW 31 THE TYPES OF CONNECTIONS ARE VARIED AD SUGGESTED PIPING AARA470ENt5 HAVE BEEN SHOW IN THE , PLR14. FOR THE INSTILLATION OF THESE COINWIONS, THE SU F4= PORTION OF THE ROADNRY SMLL NOT E PENETRATED UNLESS THE CONNECTING POINT IS DIRECTLY Wo ! FOR CMNICTION BY ANY OTHER METHOD, THE CONTRACTOR BALL FURNISH R DETAILED SKETCH F.A '%Vik NOT LESS THAN Tic NEW PRIOR TO THE EXPECTED CONSTRUCTION. CITY INSTALLED CM"IOIS: CDOW1O4 TO EXISTING PIPIG Ao TlE-DS ARE INDICATED ON THE ORARINGS. THE CONTRACTOR MUST , E41FY ALL EXISTING PIPING, DIMENSIONS, AD ELEVATIONS TO ASSURE PROPER FIT. CONNECTIONS TO THE EXISTING WATER MAIN 94ALL NOT E MADE WITHOUT FIRST MAN1NG THE NECESSARY , MMNitlE1RS RIM THE ENGINEER IN ADVANCE. WOK SHALL NOT E STARTED UNTIL ALL THE MATERIALS, IDIUMONT AND LABOR NECESSARY TO PROPERLY COMPLETE THE WOW ARE ASSEMBLED ON THE SITE. THE CON AACTOR SMALL PROVIDE Rl MATERIALS NECESSARY t0 INSTALL ALL COBECTIO6 AS INDICATED ' ON THE CONSTRUCTION ORAWIMM. THE CONTRACTOR SMALL PERFORM THE EXCAVATION, EDOMG, AD WCNOA:. AD PROVIDE CONCRETE BLOCKING FOR THE COIECTIOS TO EXISTING MAINS, THE CITY RILL MT THE EXISTING MAIN AD ASSIDALE ALL MATERIALS. 0ET4 THE CITY MASS THE CONNECTIONS TO THE EXISTING SYSTEM ALL LABOR, MATERIALS, AND EWIRETNT REWIRED OF THE CONTRACTOR SMALL E CONSIDERED INCIDENTAL AD ALL RELATED COSTS 94OUD BE ' INCLUDED IN OTHER REVS OF WON. 7.11,O(111 NfODSTATIC PRESSURE TEST (REPLACEMENT SECTION) ALL WATER WINS 40 APPURTENANCES SHALL BE TESTED UNDER A HYDROSTATIC PRESSURE EWAI TO 150 PSI IN , EXCESS OF TAT UNDER AWOL THEY WILL OPERATE. IN NO CASE BALL M TEST PRESSURE BE LESS TARN 200 PSI. ALL RIPS, GAUGES, PLUGS, SADDLES, CORPORATION STOPS, MISCELLANEOUS NOSE AND PIPING, AND OTHER EQUIPMENT NECESSARY FOR PERFORMING THE TEST 94ALL BE NMISED AO OPERATED BY TBE CONTNt". THE PIPELINE TWI CH SHALL E BACKTILLED SFFICIORY TO PREVENT MOVDEM OF THE PIPE UNDER PRESSURE. ALL THRUST FLOCKS 94KLL BE IN PLACE AND SFTICIEWLY CUED TO REA04 DESIGN STREWN BEFORE TESTING. ACRE PERMANENT FLOCKING IS MOT REWIRED, THE CONTRACTOR SMALL FUVNISH , AND INSTAL. TEW"APY BLOCKING AND REMOVE IT ATER TESTING. THE MAINS SHALL E FILLED WIN WATER AND ALLOWED TO STAND UNDER PRESSLM FOR A MINIMUM OF 24 HOURS ' TD ALLOW THE ESCAPE OF AIR AD« ALLOW THE LINING O THE PIPE TO ABSORB WATER, THE OPEN WILL FINISH THE WATER NECESSM, TO Flu THE PIPELINES FOR TESTING PUla05ES AT A TIME OF DAY 04% SUFFICIENT QUANTITIES OF WATER ARE AVAILABLE FOR MORAL SYSTEM OPERATION, ALLONAELE LElAIXiE PER IWO FT. O PIPELINE- - Wl NaA1RA1 P111R Olwt9r - I�s ' e 6 IO 12 16 20 24 R P 450 0.55 1.27 1.59 1,91 2.55 3.18 5.87 ' Y T A 400 0.90 1.20 1.50 1.80 2.40 3.00 5.60 E E E P 550 0.64 1.12 1.40 1.69 2.25 I.61 3J7 A 5 S 5 275 0.75 1.00 1.24 1.49 1.99 2.49 2.99 , A 7 S I 150 0.71 0.95 1.19 1.42 1.90 2.37 2.65 U 225 0.64 0.90 1.13 1.)5 1.60 2.2% 2.10 E R 2O0 0.64 0.95 1.06 1.26 1.70 2. E Sy2NNT5Yrta1 SPPclflcttlas (Rb 01r21I66) ►RCP )2 t •IF THE PIPELDE UAOOH TEST CalAINS SECTIONS IF VARIOUS DIAMETERS, THE ALLOWABLE LEAKAGE WILL BE THE SM OF THE 101PUTED LEW" FOR EACH 512E, OR FOR THOSE DIAMETERS OR PRESSURES NOT LISTED BY 14 FOIMILA STATED IM SECTION 7A.2.11 OF THE STAOA D SPECIFICATIONS, GADS USED IN THE TEST MNY BE REWIRED TO BE CERTIFIED FOR AnAKY AT ► LABORATORY BY THE OWER. A VISIBLE LEAKAGE DETECTED SHALL BE CONNECTED BY -4 CONTRACTOR M THE SATISFACTION OF THE OWNER ' REGARDLESS OR THE ALLOWABLE LEAKAGE SPECIFIED ABOVE. SKOLLD THE TEST SECTIOH FAIL TO MEET THE PRESSURE TEST %jCCES91LLY AS SPECIFIED, THE CONTRACTOR PALL, AT HIS OWN EXPENSE, LOCATE AND REPAIR THE DEFECTS AND THEN RETEST THE PIPELINE. ' ALL TESTS SNKL BE MADE WITH T:E WMAORT AUXILIARY GTE VALVES OPEN AND PAESYRE AGAINST THE HYDRANT VALVE. AFTER THE TEST HAS BEEN COMPLETED, EACH GTE VALVE SMALL BE TESTED BY CLOSING EACH IN TURN AND RELIEvING THE PRESSURE BEYOO. THIS TEST OF THE GATE VALVE WILL BE ACCEPTABLE IF THERE IS NO IMEDIATE LOSS OF PRESSURE ON THE GAUGE MEN THE PRESSURE C0ES AGAINST THE VALVE KM CHECKED, THE COITPKTOR SMALL VERIFY THAT THE PRESSURE DIFFEREMTIAL ACROSS THE VALVE DOES HOT EXCEED THE RATED OWING PRESSURE OF THE VALVE. ' SECTIONS TO BE TESTED SHALL NORMALLY BE LIMITED TO 1.500 FEET. THE OWED WAY REWIRE THAT THE FIRST SECTION OF PIPE, NOT LESS THAN 1,000 FEET IN LENGTH, INSTALLED BY EACH OF IHE CONTRACTOR'S OWNS, BE TESTED IN ORDER TO ,X&IrY THE CREW ANC/OR THE MATERIAL. PIPE LAYING SE L NOT BE ' CUNTIMEO MORE THAN AN AMITIOAL 1,00C FEET UNTIL THE FIRST SECTION BALL PAYE BEEN TESTED SUCCESSFULLY. ' PRIJR TO CALLING OUT THE OWNER TO W:T7ESS THE fWSSUE TEST, THE CURRACTOR %ALL HAVE ALL EQUIPENT SET UP COMPLETELY READY FOR OPERATION AND SAL.. HAVE SLCCESSFLLLY PEAFOWEO THE TEST TO ASSURE TNA! THE PIPE IS IN A SATISFACTORY CONDITION. ' BEFORE APPLYING THE SPECIFIED TEST PRESSURE, AIR SWILL BE EXPELLED COPLETELY FROM THE PIPE, VALVES AO MYOAH'S. IF PERINMENT AIR VENTS ARE NOT LOCATED AT Al NIGH POINTS, THE CONTRACTOR SAL: INSTALL CORPORATION COCKS AT SUCH POINTS SO THAT THE AIR CAN BE EXPELLED AS THE LINE IS ' r"!LLED W:TH WATER. A:ER ALL THE AIR HAS BEEN EXPELLED, THE CORPORATION COCKS SHALL BE CLOSED AND 'HE TES' PRESSURE APLIE1. AT THE CONCLUSION OF THE PRESSURE TEST, THE COPORATIOi COOKS SHALL BE PEMOVF'J AND PLUGGED. THE TEST SHALL BE ACCOEi ISHED By PUMPING THE MAIN UP THE REWIRED PRESSRE; STUN THE RAP FOR A MINIM% OF 15 MINUTES UP TO A MAXIMUM OF 60 MINXRES AS DIRECTED BY THE MEN, AND THEN REP THE MAIN UP TO THE TEST PRESSURE AGAIN. DRING THE TESL, THE SECTION BEING TESTED SHALL BE OBSERVED ' TO DETECT INY VISIBLE LEAKAGE. A CLEAN CONTAINER SA LL BE USED FOR HOLDING WATER FOR PIPING UP PRESSM ON THE MAIN BEING TESTED. THIS MAKEUP WATER SMALL BE STERILIZED BY THE ADDITION OF :KORINE TO A CONCENTRATION OF 50 MG/L. THE QUANTITY OF WATER REQUIRED TO RESTORE THE INItIAL HVOROST►TIC PRESSRE BALL BE ACCURATELY DETERMINED BY E1140 1) RAPING FIRM AN OPEN CORAMER OF SUITABLE SIZE SUCH THAT ACCURATE YOLUE ' MEASUREMENTS CAN BE HARE BY THE OWER u . 2) BY PIPING THRO04 A POSITIVE OISR.ACEH[NT WATER METER WITH A SWEEP UNIT NWO REGISTERING ONE GALLON PER EYOLUTIOR, THE PETER BOLL BE APPROVED AV THE OMEN. ACCEPTABILITY OF THE TEST MILL BE DETERMINED BY TWO FACTORS, AS FOLLOWS: 1 Swl~tel Sped FicAtlmR (Re. 01,27/66) P t 33 7-11.5I111 CONTIHUEO r I. THE QANTITY OF RATER LOST FROM THE MAIN SMALL NOT EXCEED THE McBR OF GALLONS PER HOUR AS r -ISTED IN THE FOLLONINO TABLE. 2. THE LOSS IN PRESSRE SHALL NOT EXCEED 1 PSI PER MINUTE DURING THE TEST PERIOD, r 7.11.1(12) DECHLOAIMATION (SUPPLEMENTAL SECTION)) DEDLDRINATION OF ALL WATER USED FOR DISIWECTION SMALL BE ACCOR.ISED IN ACCORDANCE WITH THE r C1TYS STANDARD OETAIL INCLUDED IN THIS DOD.KW. WATER CONTAINING DlOR1K AESIOUALS SMALL NOT BE DISPOSED INTO THE STOW URAINACE SYSTEM OR AM WATERWAY. 7-11.3(11) CONCRETE THEAST BLOCKING (REPLACEMENT SECTION) r PROVIDE CONCRETE BLONING AT ALL HYDRANTS, FI-TINRS 00 HORIZONTAL OR VERTICAL ANGLE POINTS. MWOM TO THE CITY OF RENTON STANDARD OETA:LS FOR GENERAL BLOCKING AND "ERTICAL BLOOMS HEREIN. ALL FITTINGS TO BE BLOCKED SMALL BE WRAPPED WITH A-NIL POLYETHYLENE PLASTIC. CONCRETE ALONING SMALL BE PPOPEPLY FORMED WITH PLYWOOD OR OTHER ACCEPTN LE FORMING MATERIALS AND SWILL HOT BE PARED ARDUD JOINTS. THE FOWLS SMALL ME STRIPPED PRIOR TO &WILLING. S ACRLE RODS, WHERE r RLIMSRED, SHALL BE INSTALLED WITH THE USE OF SALE LUGS. ALL SHAME ADDS SMALL BE GALVANIZED AM COATED WITH TWO COATS OF ASRMLT VARNISH, 7-12 VALVES FM SAIM oMm r 7-12.2 MATERIALS (SUPPLEMENTAL SECTION r VALVES SMALL BE DESIGNED FOR A MINIMUM WATER OPERATING H7ESSRE OF 200 PSI. GATE VALVES SMALL BE IOA LIST la, MELLER COMPANY 40. A-2150, PACIFIC STATES, U.S. METROPOLITAN, HEMNEDV, OR N A H. r APPROVAL O VALVES OTHER THAN MODELS SPECIFIED 94ALL BE OBTAINED PRIOR TD BID OPENING. ALL GATE VALVES LESS THAN '2' IN DIAMETER SHALL INCLUDE AN B' . IA' CAST IRON GATE VALVE Box Aw r EXTENSIOS, AS REQUIRED. ALL 12- DIAETER AND LARGER GATF VALVES SMALL BE INSTALLED IN A VAULT. SEE WATER STANDARD DETAIL FOR 12- GATE VALVE ASSEMBY VAULT AO 1' BYPASS INSTALLATION. 7-16 "Own r 7-14,301) SETTING HYDRANTS (ADDITIONAL SECTION) r HYDRANTS SMALL BE INSTALLED IN ACCORDANCE WIN AMA SPECIFICATIONS C600-17, SECTIC S 7.7 A0 1.6.1 AND THE WATER STANDARD DETAILS. HYDRANT AD GUARD POSTS SMALL BE PAINTED IN A0000ANCE WIN THE r WATER STANDARD DETAIL. DPW COMPLETION OF THE PROJECT, ALL FIRE HYDRANTS SHWl BE PAINTED TO THE CITY OF RENTON SPECIFICATIONS A0 GUNK POSTS PAINTED WHITE. FIRE. HYDRANTS 94ALL BE OF SUCH LENGTH AS TO BE SUITABLE FOR INSTALLATION WIN COIECTIONS TO 6-, B' enO 10- PIP.NG IN rEMCEES S r - 1/2 FEET DEEP UNLESS OTHERWISE SPECIFIED. THE HYDRANT SMALL BE DESIGNED FOR A A-1V2 FOOT BURIAL PAE/E 12' 00 LARGER PIPE IS SOWN UNLESS OTHERWISE NOTED ON THE PLAN. 7-14.1(02) HYDRANT CONNECTIONS (AODITIOkk SECTION) r FIRE HYDRANT ASSEMLY SMALL INLUIE C.N. TEE (NJ X FL), 6' GATE VALVE (FL X NJ). 6- C.I. SP7(L (PE X PEl S' M.V.O. FIRE HMRA,T (NJ COfECTION), B' . 24' CAST IRON VALVE BOx, A0 S/A INCH SNADO.E ' ROD WIN ACCESSORIES 00 TWO CONCRETE G.ARD POS75. PAINT SHACKLE ADDS AS SECIFIED IN SECTION 74.2.13, r SHplewwl'tel 50ec1Ticetims (RAY 01/27,86) Pape SA r 7 3A,3(03) RESETTiK EXISTING HYDRANTS (PARTIAL REPLACEMENT SECTION) REPLACE PARAGRAPH 2 WITH; THE METHOD OF 0%RESSIw THE HYDRANT SHALL BE DETERMINED BY THE CONDITIONS PD►D IN THE FIELD AID SHALL BE RESMACNIED AD AEBNOCXED AS DIRECTED BY THE ENGINEER, 7-I4.501) HYDRANT ASSEN&Y (SUPPLEMENTAL SECTION) THE W1T CONTRACT PRICE PER EACH FOR 9Np1AeT ASSEIaY COMPLETE" SHALL Bf TIE SAE AS 'NYGRAR ASSEMBLY- EXCEPT THAT THE 6-MCN DUCTILE IRON PINE CONNECTING THE HYDRANT TO THE WAIN SHALL BE ' INSJCED IN THE WIT CONTRACT PRICE FOR "Np1ANT ASSEMBLY COMPLETE-. 7-13 SWIM 7_13.3 CONSTRUCTION OETAILS (WtACt1ENT SECTION) REPLACE 1st SENTENCE PARAGRAPH 3 WITH: PIPE MATERIALS USED TO EXTEND OR REPLACE EXISTING WATER SERVICE LINES SHALL BE COPER, GALVANIZED OR OUCTILL IRON PIPE. SERVICE LINE CONNECTION TO THE NEW 00111 RILL CONFORM TO THE STANDAH'.' PLANS OF THE CITY O RENTON 8DA0 NEVIN AS APPLICALSE. THE ENGINEER WILL INDICATE THE LOCATION FOR THE TAPS ON THE NEW WAIN FOR EACH SERVICE TO BE CUefCTED. ' THE CONTRACTOR WILL DIRECT TAP MAIN FOR 3/4` smICE, THE CONTMCTOI WILL USE COPPER TUBING, TYPE N, SOFT FOR 3/4• SERVICES. ' TYPE I: CONECTIOS TO EXISTING COPPER SERVICES WILL E MADE WITH FLARE TYPE, THREE PART UNION COUPLINGS. TONE 11: WHERE EXISTING GALVANIZED SERVICES EXIST, THEY SHALL H REPLACED WITH A NEAR COPPER PIPE SERVICE TO THE PROPERTY LINE, (METERS SHALL BE LOCATED IN PLANTER STRIP BETWEEN SIOERALX AND CURB). TYPE III: MERE FUTURE STUD SERVICES SHALL BE INSTALLED T�EY SHALL BE INSTALLED AS ABWE, TO THE PROPERTY LINE WITH A METER BOX (LESS 3/4 METER), A SOLID CORE TREADED SPACER THE LENGTH OF A METER SHALL BE INSTALLED IN PLACE O THE METER. 7-17 SAAITAry SEkM 7-17.2 MATERIAL (PARTIAL REPLACEMENT SECTION) IN PARAGRAPH I DELETE: A 8 S COMPOSITE, ASBESTOS BODED CORRUGATED STEEL IN PARAGRAPH A DELETE: A 8 S COMPOSITE SERER PIPE 9-05.14 ' 7-17.3(2)G SERER LINE CONNECTIONS (SUPPLEMENTAL SECTION) UEESS OTHERWISE APAROVEO BY THE ENGINEER, ALL CONNECTIONS O LATERAL SEWERS TO EXISTING MAINS SHALL BE MADE THROUGH A CAST IRON SADDLE SECURED TO THE SEWER WAIN WITH STAINLESS STEEL SAWS. MEN THE EXISTING MAIN IS CONSTRUCTED OF VITRIFIED CLAY, PLAN ON REINFORCED CONCRETE, CAST OR DUCTILE IRON PIPE, THE EAISTM WAIN SHALL BE CORE (KILLED, SIDIf anta, SpsclficatlO s (MY 01/27/86) Papal 33 7.17.7(21G CONTfNJED ' COMMONS TO EXISTING CONCRETE WNgLES SMALL BE CORE-ORILLEO, NO 44A.L PAVE AN •0• RIND RUBBER , GASMET MEETING ASIN C-476 IN A 400410.E COUPLING EQUAL TO THE 30e6-INNVILLE ASBESTOS-CEMENT COLLAR, OR USE A CONICAL TIRE FLEXIBLE SEAL EQUAL TO KOE-N-SEAL. 7-17,92) 1 PROTECTION F EXISTING SEWELAE FACILITIES LLII�EM.'RAL SECTION? , NEN EXTENDING AM EXISTING SEVER, THE DOWNSTREAM SYSTEM SHALL BE RROTECIEC FROM CONSTRICT ION DEBRIS BY PLACING A SCREEN OR TRAP IN THE FIRST EXISTING MWIQE DOWNSTREAM OF THE CONNECTION. IT 1 SW:: BE THE CONTRACTOR'S RESPONSIBILITY TO MAINTAIN THIS SCREEN OR TRAP 'UNTIL THE NEW SYSTEM IS PLACED IN SERVICE AND THEN TO REMOVE IT, Amy CONSTRUCTION DEBRIS WICK ENTER THE EXISTING DOWNSTREAM SYSTEM, 94ALL BE REMOVED BY THE CONTRACTOR AT MIS EXPENSE, AG TO ,E SATISFACTION OF ' THE ENGINEER. WREN FIRST MAMgLE IS SET, iT�S OITLET SMALL BE PLUGGED UNTIL ACCEPTANCE BY THE ENGINEER. 7.17,7(4?1 TELEVISION INSPECTION (9U5,EMENTAL SECTION) ' ONCE THE TELEVISION INSPECTION HAS BEEN COMPLETEr ALE CONTRACTOR SMALL SLWIT TO THE L'V.,. .__a THE WRITTEN REPORTS OF THE INSPECTION PLUS THE VIDEO TA. . SAID VIDEO TAPES ARE TO BE IN COLOR , ANO.COPATIBLE WITH THE CITY'S VIEWING AC RECORDING SYSTp6.TE CITY SYSTEM ACCEPTS 1V7• WIDE HIGH DENSITY VHS TAPES. THE TAPS RILL BE RM AT STANDARD SPEED SP (1 5;16 I.P.S.). 7-17,4 MEASUREMENT (PARTIAL REPLACEMENT SECTION) , REPLACE PARAGAAM A WITH: EXCAVATION OF THE SEWER TRENCH WILL BE MEASURED THE SAE AS STRUCTURE EXCAVATION CLASS ' B AS SPECIFIED IN SECTION 2.09. I WDO. , KUSLREMEM OF BANK RtAM GRAVE, FOR TRENCH BACW7Ill WILL 8E BY THE TON, 1N 0.'COIOAN.'E WITH SECTION 1-09.1. OR BY THE CALCULATION OF HEAT LINES BASED ON MAXIMUM TRENCH WIDTH PER SECTION 2-09.4 (SING A CONVERSION FACTOR OF 1.5 TONS PER CIBIC VAR7, WHICHEVER 15 LESS, 7-17.5 PATENT (PARTIAL REPLACEMENT SECTION) , REPLACE ITEM 1 THAD" 9 PARAGRAPH 1 WITH: , 1. _Sanitary Seer Pipe-, Per Laear Feat 2. _•N_•_Tees` Per Each 5. "i,v, Inspection- Per LIM San A. "WAN RUM Gravel for Trench BacK1111•, Per Ton 1 REPLACE PARAGRAPH 2 WITH: THE LIMIT CONTRACT PRICE PER LINEAR FOOT FOR SEWER PIPE OF THE KIND Sap SINE SPECIFIED , ' SHALL BE FULL COMPETWTION FOR STRUCTURE EXCAVATION, DEWATERING, BACKFILLING, FJRN1SMI G, HAULING AND ASSEMBLING IN PLACE THE COMPLETED INSTALLATION INC.UDOG ALL SPECIAL FITTINGS, JOINT MATERIALS, TESTING PER SECTION 7-17.3(a) AG ADJUSTMENT OF , INVERTS TO MANHOLES FOR THE COPLETION OF THE INSTALLATIO+ TO TOE REQUIRED LINES AND GRADES. DELETE PARAGRAPHS 5 and A ' SwlsaMntal $wificatlons (Rev 01/27/86) Pape 36 , tT-l6 TTOfCH RWOENT PRTO1116 (WEA SECTION) ' T-"" DESCRIPTION THIS MAW SHALL CONSIST OF THE PATCHING OF VARIOUS TYPES OF PAV94ENT CUTS, THE PMOWWCE Or WHICH 90ALL PE IN ACEOOA[E WITH THE OM19DCWS lUTLIED HEREINAFTER AND AS SOWN OH THE STANDARD DRAWINGS. '-16.2 MATER'ALS ' HAIERIALS 94ALL MEET THE REWIREMEMTS OF THE FOLLOWING SECT136: BIrUAl%" SMACE TREATMENT ...... 5-02 ' ASPHALT CONCRETE PAVEMENT .. 5-04 CEMENT COC .... RE-E PAVEMENT .. 5-05 CUES AM G:TTERS ...... 6-06 CDEHT CONCRETE SIDEWALKS ...... 6-14 -I6.3 CU6TRU:'IOH DETAILS 19.30) GENERAL PAVEMENT PATCHING SHALL BE SCHEDULED TO AC'MODA'E THE DEMANDS OF TRAFFIC AND SHALL BE PEW3000 ' AS RAPIDLY AS PO>SIBLE TO PRDV.OE MAXIMUM SAFETY AD CONVENIENCE TO PUBLIC TRAVEL. T{ PLACING AO COPACTION OF THE TRENCH BACKTILL, THE PREPARATION AMD COPACTIOI OF THE SHBGRA)E, ' ANDTHE PLACING AND COIAACTION OF THE CRUSHEC SLRFACING SMALL BE IN ACCORDANCE WIN THE REW OFSP IRDENTS THE VARIOUS APPLICABLE SECTIONS O THESE SPECIFICATIONS. MS. THE MTCN IS CONSTRUCTED ALL PAVppiT CRS SHALL BE TRUED 50 THAT THE MARGINAL LINES OF THE ' PATCH WILL POW A RECTANGLE WIN STRAI:>0 EDGES ANG VERTICAL FACES. THE USE OF A CONCRETE SAW SHALL BE REWIRED Uwus EXCEPTED IN THE SPECIAL PROVISIONS OR BY THE ENGINEER. -.00ETE USED IN PATCHES SMALL BE CLASS '6' (3/4) - 3 DAY MIX. CUBING COPOFD AS SPECIFIED IN SECTION 5-05.3(13; SMALL BE RACED OH THE CONCRETE IMMEDIATELY AFTER FINISHING. ' PROPER SIO6, BARRICADES, LIGHTS AND OTHER WANING DEVICES, AS MAY BE APPROVED BY THE ENGINEER, SMALL BE NAINTAIMED ALL 24 HOURS OF THE DAY UNTIL THE PATCH IS COPLETED AM READY FOR TRAFFIC. '-16 3(') DEEMT CONCRETE PAVEMENTS AFTER THE SUBOMOE POR THE PAVENE T HAS BEEN COMPACTED AND CONSTRUCTED TO LINE AND GRADE, THE MIENT CONCRETE PAYENEHT NHTC:+ 94AL BE PLACED, COMPACTED AM STRUCK OFF TO THE GRACE OF THE ADJACENT PAYENENT IN ACCORDANCE WIN THE PERTINENT SECTIONS OF SECTION 5-05. THRDIGM AND CAW JOINTS SHALL BE PLACED AM) EDGED WHERE DIRECTED. THE SURFACE SMALL BE FINISHED AID 9NSIED WITH A FIBER BRUSH, APPROVED CURING COPOM 9w.L BE PLACED ON THE FINISHED CONCRETE IMEOIATELY AFTER FINK THING. '-IP 3(3) ALGID TYPE PAVEMENT REAmACEC WITH AyNAIT CONCETE STREETS NICE HAVE RIGID TYPE PAVEMENTS RESUFACED WITH ASPHALT CONCRETE SHALL RE PATCHED AS SMOKY ON THE STANDARD MmINC, OR AS OTHOMISE SPECIFIED, THE SLWACE IF THE CEMENT CONCRETE PORTION O THE PATCH SHALL BE LEFT LOW ENJUGH TO ACCOMMODATE THE ASPHALT PORTION OF THE PATCH. BRUSH ' FINISHING WILL NOT BE REWIRED. JOINTS %ALL BE PLACED IF DIRECTED BY M ENGINEER, CURING SHALL BE ACCDVLI9ED WITH A SS-1 EIF.ISIDN CUT BACK 91% NATO AS DIRECTED BY THE ENGINEER. 1 SMp1WAWDta1 5(MC1T1cKi" (RAY 01/27166) PROW 31 ASPHALT CONCRETE OR BITUNIMOUS kW MIX SHOAL NOT E "CED UNTIL THE DAY AFTER M CEMENT i CONCRETE WAS SEEN PLACED, tALESS OTHERWISE PERMITTED SY M ENGUPIR. M EDGES OF M EXISTING ASPHALT PAVEENTS ANG CASTINGS 94AL E PRINTED WITH MOT LSPMtT IWEDIATELY OU PLACING M A4MLT PATCHING MATERIAL. M ASPHALT CONCRETE PAVEMENT SHALL THEM E RACED, LEVELED, AM OOPACTED TO CO FWN TO ME ADJACENT PAVED WNFACE. tW EDIATELV THEREAFTER. ALL JOINTS ETEEN M NEW 40 WEGIML ASNMLT PAVOEIT SWLL E PH!MICD WITH HOT ASMkT OR ASPHALT OWLSION AM S , COVERED WIN DAY PAVING SANG EFO1E THE ASPALT SOLIDIFIES. 7-18.7(A) ASPHALT COMTE STREETS ON GRAWLAR BASE AFTER M SA BADE HAS BEEN PREPARED AS SHOWN ON M STNIDNID OWING DR a DIRECTED BY TIE ENGINEER, ASMALT CONCRETE PAV04NT CUSS S W BASS r SWLL E PLACED TO A TMIDOM OF M EXISTING AVVXT PAVEIENt DEPTH, ON TC A NINIMM Or TO (2) INOES, OOCVEVER 0" IS M GREATER, 00 COPACTEO IN THE MANNER SPECIFIED IN SECTION 7-10.30). 7-I8.7(3) 011 MT STREETS M EXISTING OIL NAT SMALL E WIFONLY TRIMMED TO A STRAIN LIVE. AFTER M SIGRUDE MS SEEM PREPARED AS SHOWN ON M STANDARD WANING. W AS DIRECTED BV THE ENGINEER, A MINIMUM OF TWo (2) INCHES OF ASRNLT CONCRETE PAVEMENT CLASS B SMLL E PLACED APO COMPLETED IN THE SAME WARNER AS SPECIFIED IN SECTION 7-16.3(7). 7-18.3(6) INCIDENTAL WWA kL INCIDENTAL WORN AS REQUIRED TO CO LEIS W PATOQNG Or STREET SURFACES AS 9ECIFIED, IVN0.ODING JOINTS WHERE REQUIRED, SHALL E C0410 AM AS INCIDENTAL TOM PATCHING 00 M COSTS THEREOF SHALL E INCLUOFD IN M ITEMS FOR WHICH PAYMENT IS PROVIDED. ' 7-`8.4 NEASPEIENT PAYMENT FOR PAVEMENT PATCHING WILL ONLY E MADE FOR MATERIALS USED WITHIN THE NEAT LIES 1 (OE) , FOOT ON EITHER SIDE OF M MUUIMN TPENCM WIDTH AS SPECIFIED IN SECTION I-09.4. NEASURENENt AND PAYMENT FOR CRUSHED ROCt SHA L BE AS COVERED IN OTHER SECTIONS OF THIS OmKMT. , 7-18.5 PAYMENT KY1ENT WILL OF. MADE FOR EACH OF HE FCLLONIMG 011) ITENS AS ARE ItC UCEO IN THE PROFOSk, ANC PAYMENT WILL BE MADE DOER: 1. -WrU NINOfi SJWACE TREATMENT, FOR PAVEMENT PATCHING - PER SO. YD. 2. -CEMENT COMTE CLASS _ MIX, FOR PAVEMENT PATCHING - PER CU. YD. 7, 'CEVEN7 CONCRETE CLASS_ MIX, FDA PAVEMENT PATCHING • PER SD. YD. ♦. •ASP% N CONCRETE CLASS ', FOR PAVEMENT PATCHING PER TON. S. "ASPHALT CONCRETE CLASS FOR PAVEENT PATCHING PER SO. YD. WHEN MBE OF THE ABOVE 15 114ClUDED IN THE PROPOSAL, PAVEMENT PATCHING SPA. BE CONSIDERED ' INCNCIDENTAL To THE PADECT AND NNE COSTS THEREOF SHkL RE INCLUDED IN M 1'HMs FOR WHICH PAYMENT IS PROVIDED. 1 SMg1aArHu1 SwIfIFatiws (RNV 31127/86) PAa 38 8-04.7(U CDEN1 COiCAEIE CIAAS RATTERS A1D SPILLaA1. . (wRT1AL REPLACEtENr sFCTta) ' REPLACE PARAGRAPH 1 WITH: CE7ETN7 COMPETE CRAB, Oft AND GUTTER, GITTEA AMH SPILLWAY SKILL BE CONSTRICTED WIN AIR ERMINED CONCRETE CLASS 8 SPECIFIED ON THE' STAD:RC PLANS AD CONFOUSEDRMING TO THE I REWIRElEMTS OF "2. EXCEPT THAT CLASS B 7-0Ar NIX SKILL NFOR IN ALL DEPRESSED CLRBS FOR DRIVE WAY SECTIONS. In PARAG N 6, AST SENTENCE DELETE: -CLASS 9. ' 844 A NEh9 OUT (SIPPLDEnTAL SECTION) ' I THE EXTRA DEPIM O CURB AND WTTER. AND THE ).DAY NIX 34 'NE S'AAEAM PLANS. 91ALL BE CONSIDERED INCIDWAL NoRMI A0011110MA Oi,VEaar SF:ilONS AS SHDPt. L PAYMENT SMALL BE MADE. B-07 MAST lwrtc am DD sun TRAFFIC am 8-07.1_DESCRIPTION (REPLACDENT SE^ -ON ' THE CONTRACTOR SWALL rU1NISH AM INS- PRECAST TRAFFIC CRAB AND BLOC( TRAFFIC CUB OF THE CESION AND TYPE SPECIFIED IN THE PLANS. THE :UB RILL BE INSTALLED IN ACCOY,A.r(E WITH TTEW ' SPECIFICATIONS APD PER THE CITY OF RE7NTON STANDARD PLANS AT THE LOCATIOMS IN . ATED IN OR AS DIRECTOR By THE ENGINEER, T1E PLANS 8-07.5 PA ENT (REP ACE ENT SECTION) PAYMENT SMALL BE MADE By INS FOLLOaIM: (1) •PracHt Traffic GArt, TyPe AM per lin, ft. ' (2) YPracaat Traffic 0,mb, Type CY par 11n, Ft. (7) •Block Traffic Curt, Typa A• per Iin, ft. la) `Block Traffic Curt, Type C` par lln. ft. tM-0e PLASTIC TWRTIC BIRTO6 ' B-08.1 DESCRIPTION (REPLACEMENT SECTION) THE CONTRACTOR SHALL FLR41SH AND INSTALL ►RITE OR FELLOW PLASTIC TRAFFIC BJTTORS WHERE SHORN ON ' THE PLANS, OR WHERE DIRECTED B/ •NE ENGINEER. U&W.2 MATERIALS (SLPPLDENTAL SECTION) THE PLASTIC TRAFFIC BLRTONS SNLL COFOIN TO APPLICABLE MMISIONS OF SECTIONS 8-08 and 9-20, 8-08.3 CN)4TRUCTIO, jUIREENTS (SPREIEINTAL SECTION) THE P,ASTSC TRAFFIC EUTTONS SMALL BE ATTACHED TO THE PAVEMENT BY ONE OF THE c0.L0aING: ' 1. P"W"V Tack Cat Of NPt PRring Asphalt On N,~t SRfPca ani flralY PMSIn the wttm Onto It. 2. Placing ACINeSIre (po.y) On PawNMnt Surface AM pra%•Ing the MtOn Onto It. 8-OB.A MEASLAEEENT (lEPLACEMUN SECTION) NEASLIREIERT WILL BE BY THE WI-, COMPLETE IN PLACE. SwlwntAl Sprcificati. (ANY 01/27ia6) PAW , 6-38.5 PAYMENT (REPLACEMENT SECTION) ' PAYMENT SNAL'- BE BY THE F(ILLORNOI , ll) "10" Plastic Traffic S,Rtm, color,_' per PA. 6419. LAE!!"M ' 8-09,4 MEAUPE)ENT (REPLAMeNT SECTION) ' MEASLREMENT WILL BE LANE HPIi(F.R, TYPE 1 ana TYPE IS Br THE UNIT CO IL E IN PLACE. 6--9.5 PAYLEN• (REPLACEMENT SECTION) , PAf*NT SMALL BE BY THE FOLLOWING: (1) 'A" LANE LINE MA MER, TYPE I, MAite" Per Each (2; "A' LANE LINE MVO(ER, TYPE II, COLOR(S)" Per Exc+ 6-13 WO LIM CASES , 9-13.3 CONSTRUCTION REQIIAEWENTS (PARTIAL REPLACEMEM SECTION) , REPLACE PARAGRAPH A THE MpAMN(T WILL BE FURNISED AWD SET BY THE CONTRACTOR WADER THE DIRECT SIPERVISION OF THE , CITIES SWVEYON. 8-13.5 PAYMENT (SUPPLEMENTAL SECTION) THE HONAENT WILL ALSO BE W-PLIM AND PLACED AS PART OF "MOANENT CASE AND COVER' AND ALL WORK IN SUPPLYING SAID W X6ENT SMALL BE CONSIDERED IWIOENTAL TO THIS IrEN. , 0-14 coon CAOETE gLmp G , 8-14.2 MATERIALS (PARTIAL REPLACEMENT SECTI(1N' DELETE PARAGRAPH 2 , B-14.3(4) CANING (PARTIAL REPLACflENT SECTION) REPLACE PARAGRAPH 1 WITH: ' THE CONCRETE SIDEWALK SMALL BE CURED FOR AT LEAST 72 MOWS AS SPECIFIED IN 5-05.3(13)8 OR AS APPROVED BY THE ENGINEER. WRINO THE CLING PERIOD, ALL TRAFFIC, BOTH ' PEDESTRIAN AND VE)HICLEAR, SNRLL BE EsRLOED. VENICA.AR TRAFFIC SMALL BE EK0.LM FOR SUCH ADDITIONAL TIME AS THE ENGINEER MAY DIRECT. SYpl~tai Sped Ficatims (ReY 01/27/66) Pap 40 , 0-15 R~ ' 8-15.4 MEASUREMENT (PARTIAL REPLACEMENT SECTION) REPLACE PATAGPAPH 2 WITH: HAND PLACED RIP RAP WILL BE MEASJED BY Till TON OF 41P RAP ACTUALLY WLP[ED AND ACCEPTED, REPLACE PARAGRAPH 3 WITH: FILTER BLANKET WILL BE KASORED BY THE TON FOR MATERIAL w TUALLY PLACED AND ACCEPTED. 8-15.5 PAYMENT (PARTIAL REPLACEMENT SECTION) ' PARAGRAPH I REPLACE ITEMS 3 AD T WITH: 3. "Hana Platte Rip Rap". per Ton T. "Filter 81Am et- Per Tpn REPLACE PARAGRAPH 3 WITH: THE UNIT CONTRACT PRICE PER TON FOR 'FILTER BLANKET" SHA LL BE FILL COMPENSATION FOR ALL COSTS 1N CO&ECTION WITH FUb1ISHING AND PLACING A FILTER BLANET. 8­20 DLMMATIONH TWTIC SIGNAL STS1O6 AND FIEPTRICAL 8-20.3(2) EXCAVATING AND BAOKFILLING (REPLACEMENT SECTION) THE CONTRACTOR SHALL SPPLY TRENCH WITHIN TIE UNIT W1D.M6 AND TO THE SPECIFIED DEPTHS AT TIE ' LOCATIOS INDICATED ON THE CONTRACT PLAM6 OR AS DIRECTED BY THE ENGINEER. ALL TRE/C1ES SMALL SE SAL1(FILLED IN ACCORDANCE WITH THE APPL:CA9.E PORTIONS OF THE STANDARD SPECIFICATIONS. TRENCHING FOR CONDUIT RLNS BALL BE DOE IN A MEAT MANNER WITH THE TR",m BOTTOM WADED TO PROVIDE A UNIFORM GRACE. NO WORK S ILL BE COVERED UNTIL IT HAS BEEN EXAMINED BY TIE ENGINEER BACMFILL USED AND MATERIAL ED FOR FILL AROAIO A OVER T41S COOUIT SYSTE31 BALL BE FREE OF ROCKS GREATER THAN TWO INCHES IN DIAMETER TO A DEPTH OF SIX INCHES ABOVE THE CO WIT. TRENCH WITHIN THE ROADWAY AREA SHALL USE SELECT TRENCH BACSILL AND STALL COSIST OF MATERIAL AS INDICATED IN THE SPECIAL P40415IOI AND SCEO.IE OF PRICES. TIE SOINCE AND II ALITY IF THE ' MATERIAL SHALL BE SUB.ECT TO APPROVAL BY THE ENGINEER. TRENCH BAC FILL WITHIN THE SIDEWALK AREA CAN BE MADE WITH ACCEPTABLE MATERIALS FROM THE EXCAVATION APO SMALL RE CONSIDERED A NECESSARY PART OF AND INCIDENTAL TO TIME EXCAVATION IN ACCORDANCE WITH 'HE STANDARD SPECIFICATIONS. THE CITY RESERVES TIE RIGHT TO MAKE ADDITIONS OR DELETIONS TO THE TRENCH WHICH PROVE NECESSARY FOR TIE COMPLETION OF THIS PROXCT. THE MINUPOM WIDTH FOR THE MICR HEEDED WILL BE AT THE OPTION OF THE CONTRACTOR, TRENCH WIDTH WILL, HOWEVER, BE OF SLPFICTENT SIZE SO THAT ALL OF THE NECESSARY CONDUIT CAN BE INSTALLED WITHIN THE DEPTHS SPECIFIED MHILE MAINTAINING THE MINIMUM COVER. 8-Z0.3(4) FOUNDATIONS - CONCRETE (REPLACEMENT SECTION) THE CONTRACTOR SMALL PROVIDE ALL MATERIAL FOR AND CONSTRUCT THE FOUNDATIONS FOR AND TO THE DD@NSIOMS SPECIFIED IN TABLE 1 BELOW. THE ANCHOR BOLTS 94ALL MATCH THAT OF THE DEVICE TO BE INSTALLED THEREON. Swle tal Speci TiCati ma (Rev 01127/86) Page Ai 620.)(A) COAT INED r ALL EXCESS MATERIALS ARE TO BE F01MD nW rE FOAOArION CONSTRICTION SITE 40 DISPOSED BE AT THE CONTRACTOR'S 0NEN5E. CONCRETE SMALL E PLACED AGAINST UNDISrWgED EARTH IF POSSIBLE. BEFORE PLACING THE CONDE',E THE CONTRACTOR %ALL ROC(-WT ARONN My OTTER UOMOROvO UTIL!TIES THAT LIE IN THE EXCAVATED BASE , SO THAT THE CONCRETE WILL NOT ADM TO THE. UTILITY LINE, CONCRETE FOAOATIOS STALL E TROWELED, 9W0E0, EDGED AND FINISHED IN A WORD WNSIIP-LINE fte . CONCRETE SMALL E P WTLV CLEANED FROM THE EXPOSED PORTION OF TIE AETIOI BOLTS 40 COAMIT AFTER PLACEMENT. FDWwATION SNNLL ALL E CLASS •B' COICIETE. AFTER A CURING PERIOD OF TWO WEE(S, THE CONTRACTOR MAY INSTALL TE APPLICABLE DEVICE THEREON, TABLE 1 , 'VPE OFMV'CE O1NQISIONS Street Llgnt Pole A' Date . )' Sq. or Die. t Signs. Pole 7. Oeep a ) Sq. or Die. Signal Controller See Detail Staet ' Street Light Control Cabinet See Detail Sheet Special Ban See Detsl) SHMt ALL CONCRETE FONOATIOS SHALL EE COLSTRLCTED IN THE MANNER SPECIFIED BELOW; , 1) AERZ SIDEWALK Of RAISED ISLANDS ARE TO BE CONSTRUCYED AS A PART OF T415 PROJECT, 'HP TOP OF THE FORMATION %ALL BE MADE PLUSH WITH RYE TOP OF TYE SIDEWALK OR ISLAND. (SEE .:E'i IL , SEET) 2) WHERE NO SIDEWALKS ARE TO BE INSTALLED, THE MADE FOR T1E TOP OF THE FOUNDATION %ALL BE AS SPECIFIED BY THE OCINCER. (SEE DETAIL BEET) , ALL CONCRETE MiNDATIOIS SHALL BE LOCATED AS PER STATIONSNG ON THL PLANS OR AS LOCATED BY THE ENGINEER IN THE FIELD. 8-20.)(5) CODUIT (REPLACE)ENT SECTION) r TE CONTRACTOR SHALL PROVIDE AND INSTALL ALL CONDUIT AND NECESSARY FITTINFS AT THE LOCATIONS NOTED , ON TA PLANS, CONDUIT SIZE SHALL BE AS INDICATED ON TE WIRING AM CONDUIT SD*:DLAE %OWN ON FLANS. COOUI7 TO E PROVIDED 00 TNSTALLCD BOLL BE OF TIE TYPE INDICATED ELDN: , 1) SDEDLU AO WAVY NALL P.V.C. CONFORMING TO ASTM STANDARDS SHALL BE (BED UENEVER IME COE.JIT IS TO BE RACED OTHER THAN WITHIN THE ROADWAY AEA, , 2) SOEOA.E?I EXTRA HEAVY WALL P.V.C. COWa MIND TO ASTH STANDARDS %HALL BE USED WHEN THE CODUIT IS TO BE PLACED NITNIN THE R.VNAY AREA, , ALL JOINTS SHALL E MADE WITH STRICT COfLIANCE TO THE MWACTiM'S REC01,00ATIOS REGARDING CEMENT t4ED APO ENVIRONMENTAL CONDITIONS. S,plowtal specifications (Aev 01/2'/86) Page 42 , t6-20.)(6) JJCTION BDXEs (REPLALEIEM SECTION) TIE CONTRACTOR SMA:L PROVIDE AND INSTALL "I'll" 10*5 OF THE TYPE AD SIZE AT THE LOCATIONS SPEECIFIED IN THE PLANS AID AS PER DETAIL SEETS. THE INSM",DN ON THE COVES OF ALL .TJ CI II N BOXES SMALL BE 115 INDICATED BELOW: 1) STREET LIMING ONLY: 'LIGHTING. 2) SIGNAL ONLY: 'SIGNALS' 3) TRAFFIC S1O4AL AND STREET LIGHTING: ^TS-LT' 0 TD.EAEETRY OILY: -TELEMETRY* INSCRIPTIONS ON JJCTIGI BOXES PERFORMING TIE SAME FUNCTION, 1.E. STREET LIGHTING. TRAFFIC S1ONAL, ' OR BOTH, SON-_L BE CONSISTENT THiQD/Q)T THE PROJECT. ALL JJNCTION BOXES SMALL BE INSTALLED IN CONFGNMNCE WITH PROVISIONS CONTAINED IN TRAP STANDARD ' PLANS AND DETAIL SHEETS. THE UNIT CONTRACT PRICE PER EACH FOR 'DESIGN B' OR 'OESIGN C' JRACTION BOX 94ALL BE FILL COPENSATION FOR FURNISHING SAME APO FOR ALL COSTS OF LABOR, MATERIAL, TOGS, A0 EGUIFIEM NECESSARY TO PROVIDE AD INSTAL,, THE NOTION BOXES INALUOING EXCAVATION. BAWILLD0 AIO COMPACTION ALL IN ACCDADACE WIN PLANS, SPECIFICATIONS AND DETAIL BEETS. 8-20.3(9) 70JDING (REPLACEMENT SECTION) ALL STREET LIGHT STANDARDS. SIGNAL POLES, SIGNAL CWTROLLEP CABINETS AND SIGNAL/LIGHTING SERVICE ' CABINETS SNAIL BE 70NIDED TO A COPPER CLAD SOLID METALLIC GRAD ROD 518' IN DIAMETER X 8.0' IN LENGTH CO6LETE WITH A 16 BARE COPPER MING STRAP LOCATED IN THE NEAREST ,UNCTION BOX. GIPAD ROCS ARE CONSIDERED MISCCLLAEOUS ITEMS AND THE COST 15 TO BE INCLUDED WITH THE SYSTEM ON ' '107TORS. a•20.3(10) SERVICE (REPLACEMENT SECTION) TREE TYPES OF POWER SERVICE ARE USED AS INDICATED BELOW: :) TYPE I SYSTEM SMALL BE SING-5 PHASE 120 VOLT, 2 WIRE. 60 CYCLE A.C. (TRAFFIC SIGNAL t SERVICE ONLY) 2) TYPE 11, SYSTEM SNLL BE S:NO_E PHASE 240 VOLT, 2 WIRE, 60 CYCLE X.C. (STREET LIGHTING NON CONTACTOR, INDIVIDUAL CONTROL.ED PHOTO-CELL WITH NO NEUTRAL WIRE) 3) TYPE III SYSTEM SMALL BE SINGLE P,,-SE 12(1240 VOLT, 3 WIPE 60 CYCLE A.C. (STREET LIGHTING CDNWTGVTRAFFIL SIGNAL, G""r NEUTRAL SERVICE) THE POKER SERVICE PRINT SHALL BE AS HF.ED ON THE PLANS AND SMALL OE VERIFIED BY THE ELECTRICAL SERVICING UTILITY. 8-20.3 13U iLLMI%ATION SYSTEMS (SUPPLEMENTAL SECTION) EADERODRMD CONDUCTORS FOR THE STREET LIGHTING CIRCUIT SMALL BE STRADEC COPPER, THW GUM W:TH 600 VOLT INSLATION OF THE SI2E NOTED ON 'NE PLANS AND WIRING SCHEDULE. soleXv,tA1 xPWclTlcstlms (RWY 01/27;86) PROP 41 I -- m B-20.3(13) COSTINJE7 t SPU ING OF THE STREET LIGHTING CIICUIT WILL BE MODE ONLY IN "CTIDN BORES AID THE SPACE KIT , SMALL CONSIST OF A PRESSAE TYPE DEVICE 0E3E THE C IECTION OF THE WIRE TO THE K17 IS 4CMIEYED BY (AINPING OR BY A COAESSIR BOLT, NO TWIST ON TYPE CONNECTORS SHALL BE ALLOWED. AFTER THE KI- HAS BEEN INSTALLED, ALL EXPOSED S%ACES OF WIRE AND KIT SMALL BE PLACED IN A CLEAR PLASTIC FOR ' AND FILLED WITH EPDXY TO TOW A WATER-TICMT SEAL. MATERIAL USEC FOR THE SR.7X KIT SHALL BE COPATIIE WITH THE WIRE MATERIAL. TWO TAAO( OISCOIECT KITS, S.E.C. W EDAL, BALL BE FURNISHED AND INSTALLED, WITH FL5ES, BY THE COM[(ACTOE FOR EACH LIGHT STANDARD INSTALLED. ALL MATERIALS SHALL BE COPATIBLE WITH TIE COPPER COOJCTORS AND ITS INSLLATIOM. THE CONTRACTOR SMALL SONIT ' SAMPLES OF THE CONNECTORS PROPOSED FOR USE TO THE ENGINEER FDA APPROVAL 8-20.3G13)A LMST STANDARD' (SPPLENENTAL SECTIONI , THE HAD HOLE SMALL BE LOCAT'j 900 TO THE DAW ARM ON T - SLOE NAY FROM TRAFFIC. A ONOIIMDINC LUG OR M SMALL BE PROVIDED IN THE HAND HOLE FRAME OR INSIDE THE HAD HOLE FRANE OR INSIDE TIE POLE SHAFT TO ATTACH A ODIAD BODING STRAP. ' ALL POLES AAD DAVIT ARN6 SWILL BE DESIGED TO SWPPORT A LWINAIRE WEIGHT OF 5C LOS. ^ MQE AND to 91"6TAND PRESSURES CNJSEO BY WIND LOADS OF 85 M.P.M. WITH GST FACTOR OF 1.3. ' ALL POLES SMALL MAINTAIN A MINIKAW SAFETY FACTOR OF 4.36 P.S.I. d YIELD STRENGTH OF WEIGHT LOAD AND 2.33 P.S.I. FOR BASIC w.NO PRESSIAE. DAVIT ARMS , THE DAVIT STYLE ARM SWV L INCORPORATE A 5'9• RADIUS IEDG AS WEASIFEO FROM THE CENTERLINE OF THE , 51,7. THE OOTER PORTION OF THE ARM SHALL BE NEARLY HORIZONTAL TO .20 ABOVE HORIZONTAL MD SHALL BE F(ANISHEII WITH A 2- DIAMETER SLIPFITTER WITH A MAKIKM LENGTH OF • B' • TO FIT THE UNINAIRE SPECIFIED. ' THE POLE DO OF THE DAVIT ARM TLSE SMALL BE FASTENED SECTAELY TO THE TOP OF THE SAFT PR=IWG A FLUSH COINT -JH AN EVEN PROFILE. ANCHOR BASE , A ONE PIECE ANCHOR BASE OF ADEOIATE STRENGTH, SHAPE AID SIZE SMALL BE 5ECIPEO TO THE LOWER END OF , THE SHAFT SO THAT THE BASE SMALL BE CAPABLE OF RESISTING AT ITS YIELD POINT THE BENDING HONEST OF THE SHAFT AT ITS YIELD POINT. THE BASE SMALL BE PROVIDED WITH FOA SLOTTED OR RO 0 IDLES TO RECEIVE THE ANCHOR BOLTS. NUT COVERS SHALL BE PROVIDED WITH EACH POLE, , ANCHOR BOLTS FOUR HIOM STEtGTM STEEL ANCHOR BD :S, EACH FITTED WITH TWO WANTS AND TWO WASHERS, SMALL BE , FIANISEO WITH THE POLE. EACH ANCHOR BOLT SMALL HAVE A A• "L- BEND AT THE BOTTOM DO AND BE TREADED AT THE TOP ENO. THREADED ENDS, ALL NUTS AMO WASHERS SHALL BE HOT DIP GALVANIZED, THE ANCHOR BOLTS SHALL BE CAPABLE OF RESISTING AT ITS YIELD POINT THE BENDING MOOT OF ;HE SHAFT AT , ITS YIELD POINT, MISCELLANEO.A NARDWME ALL HARDWARE (BOLTS, NUTS, SCREWS, MASERS, ETC.) NEEDED` TO COWLEM THE INSTALLATION 94ALL BE ' STAINLESS STEEL. Slp1M t4l SReciFlcetiP $ (Rev ,il/I7/46) Page AA ' 8-20.15(3)A CONTINUED I.C. (IDENTIFICATION FOR POLES) THE CONTRACTOR SHALL APPLY Alp 1NSTML A COBDMTION OF 4-01G1TS AND ONE LETTER ON EACH LIGHT POLE. THE LETTER NO NAHRS COBINATIOH 901L1. BE MONAD AT THE 15 FOOT LEVEL ON THE POLE FACING ' N*RWLNING TRAFFIC. LEGENDS SHALL BE SEALED WITH T-.'.'.;PARENT FILM, RESISTANT TO DUST, WEATHER APO ULTORAVIOLET EXPOSURE. THE DECAL MARKERS 94ALL BE 5 INCH SQANE WITH GOTHIC GOLD, WHITE REFLECTORIZEG : INCHP LEGEND ON A HACK BACKGROUND. I.D. AMBER WILL BE ASSIGNED TO EACH POLE AT THE END W THE CONTRACT OR PROJECT BY THE CITY TRAFFIC ENGINEERING OFFICE. COST FOR THE DECKS SMLL BE CONSIDERED INCIDENTAL TO THE CONTRACT BID. DELETE COMPLETE SECTION AW REPLACE WITH THE FHLDUING: LIC H" STANDARDS SHALL BE SPUN ALJNINU/ DAVIT STYLE AND SWILL MEET THE POLE DETAIL REQUIREMENTS INDICATED BLOW AND THE DETAIL SHEETS AT THE END OF THESE SPECIFICATIONS. ' THE POLE %AFT SHALL BE PROVIDED WITH A A• s S FLUSH HAND HOLE HEM THE BASE AMC A MATCHING METAL COVER SECURED WITH STAINLESS ST,EL SCREWS ON BOLTS. ALL 70O6 S RLL BE FACTORY INSl ALLNA 40 ALL WELDING 51NLL BE COMPLETED PRIOR TO GALVANIZING. ALL SIGNAL POLE FOUNDATIONS SHALL BE CONSTRUCTED TO PROVIDE THE POLE ORIENTATION NOTED IN THE PLANS. THE POLE SHALL BE ADJUSTED FOR PLJB AFTER ALL HEEDED SIGNAL EQIIPMENNT HAS BEEN INSTALLED TffPEON. SIGNAL SYSTEMS (SIPPLEJENTAI SECTION) ALL SIGNAL COOUCTORS SHALL BE STRANDED COOPER AND SHALL HAVE 600 VOLT TH INSULATION AND BE 6 THE SIZES NOTED ON THE PLANS. ALL HLLTI-CONDUCTORS 'EEO FOR THE SIGNAL SYSTEM SHALL CONFORM TO DIV:S:ON 9-29.5 WV SHALL BE OF THE SIZES NOTE) ON THE SIGNAL WIRING SCHEDULE AND MIRING DIAGRAM. ALL STRANDED WINES TIRNINATEC AT A TERMINAL HOCK SAL'_ HAVE AN OPEN ENO, CRIMP STYLE SODERLESS TERM:NAL CONNECTOR, AND ALL SOLID WINES TERMINATED AT A TERMINAL HOCK SHALL HAVE AN OPEN END SOOETIE1 TERMINAL CONNECTOR. ALL TERMINALS 94ALL BE INSTALLED WITH A TOOL DESIGNED FOR THE INSTALLATION OF THE CORRECT TYPE W CONNECTOR AID CRIMPING WITH PLIERIS, WIRE CUTTERS, ETC., WILL ' HOT BE ALLOWED. ALL WIRING INSIDE THE CONTROLLER CABINET SHALL BE TRIMMED AND CABLED TOGETHER TO MAKE A NEAT, CLEAN APPEARING INSTALLATION. NO SPLICING W ANY TRAFFIC SIMAL CONDUCTOR SHALL BE PERMITTED ULESS OTHERWISE INDICATED ON THE PLANS. ALL COO(OTOR RL►S SHALL BE ATTACHED TO APPROPRIATE SIGNAL TERMINAL BOARDS WITH PRESSURE TYPE BINDING POSTS. THE ONLY EXCEPTIONS SWILL BE THE 9RICES NGR DETECTOR LOOPS AT THE NEAREST ]ACTION BOX TO THE LOPS. 8-20.3(14)D TEST FOR INOUCT:ON LOWS AND LEAD-IN CABLES (ADDITIONAL SECTION) THE CONTRACTOR SHALL KEEP RECODS OF FIELD TESTING AND 94ALL FURNISH THE ENGINEER WITH A COPY W THE RESULTS. S-2G.5'I4)E SIGNAL STANDARDS (AEPLACflUNT SECTION) THE CONTRACTOR SMALL FURNISH AND INSTALL TRAFFIC S104L STANDARDS IN ACCDRCANCE WITH THE METHODS AND MATERIALS NOTED IN THE CONTRACT PLANS AM THfg SPECIFICATION' SMg1PMTta1 SDeciFicAElms (R" O1/27/56) POW 45 ALL POLE DIMENSIONS AND ORIENTATIONS WILL BE VERIFIED BY THE ENGINEER PRIOR TO FARRICAI,M. ALL ENTRANCES REQUIRED FOR POLEMONTED SIGNAL HEADS, CABINETS, SIGNS, PEDESTRIAN PUSH BUTTON ASSEIaIES, ETC. SWILL BE FIELD MILLED. 8-20.A IEASk.AEIEM (REPLACEMENT SECTION) MEAAAEIENT FOR TRENCH AND BAL16ILL MILL BE BY THE LINEAR FOOT. MEASUREMENT FOR MELT TRENH BACKFILL WILL BE BY THE TON. I MEASUREMENT FOR SIGNAL STANDARDS AND SIGNAL CONDUCTORS WILL BE BY PER EACH AND PER LINEAR FT/LUMP SON. HE0.AAElENT FOR FOIAOATIOS - CONCRETE, WILL BE BY IHE MIT FOR EACH TYPE SPECIFIED, COMPLETE IN PRICE. MEASUREMENT FOR CONDUIT RILL BE BY THE LINEAR FOOT. NEASCIM"T FOR ]U-11014 GOES, WILL E BY THE UNIT FOR EACH TVPE SPECIFIED, COMPLETE 1N RACE. MEASUEIENT FM LIONT STANDARDS, WILL 6c WY THE UNIT PER EACH, COMPLETE IN PLACE. 8-2C.5 PAYMENT (REPLACEMENT SECTION) I PAYMENT WILL BE MACE UNDER: 1) 'TRENCH AND SAMILL, _-WIDE, DEEP', Aar Linxr Foot. 2) -SELECT TRENCH BACTD.L•, Per Tan. THE UNIT CONTRACT PRICE FOR TRENCH AND WKFILL PER LINEAR FOOT SHALL BE FLLL C(APENSATION FOR EXCAVATING, LOADING, WALLING AND OTHERWISE DISPOSING OF THE WASTE ARTERIALS, FOR BPOPILLING AND TAMPING BAC FILL MATERIAL AND FOR THE RESTORATION OF THE TRENCH AS SHOWN ON THE PLANS M AS DIRECTED BY THE ENGINEER ALL IN ACCORDANCE WITH THESE SPECIAL I PROVISIONS AND THE STAMMp PLANS AND SPECIFICATIOS. I) • FOUDATION' PER EACH e) •COQ)IT, P.V.C., SCHEDULE 40, Per Lin. Ft. S) •CODUIT , P.V.C., SCNEOIx 80, • Per Lin. Ft. 6) "OESION UNCTION BOX-, PER EACH. 7) 'STREET LIGHT STANOMD •, PER EACH. B) •SIONR STANDARD, TYPE _• PER EACH 9) "DETECTION LOOP AETURN CAOLE, 2/C• SHO.' PER LINIAL FOOT 10) -SHIELDED PRE- ENPTIJ. CABLE, I/C SHn• PER LIN. FT. 11) -SHIELDED INTERCOtECT CABLE, Pam PER LIN. FT. 12) 'TRAFFIC it'NAL WIRE' PER LUP SUN. 13) 'INONCTF . LOON VEHICLE DETECTOR SAW CUTTING.- PER LINIAL FOOT, THE UNIT CONTRACT PRICE PER EACH ON SIGNAL STANDARDS AND PER LIN. FT./LUP SUN ON TRAFFIC SIOML SYSTEM WIRE WILL K FULL COMPENSATION FOR FURNISHING AID INSTALLING THE STANDARDS AN)WIRE AND FOR ALL OTHER MATERIALS, TOOLS, EQUIPMENT NE;ESSMY AND/OR INCIDENTAL TO THE INSTALLATION AS PER THE CONTRACT PLANS AND THESE SPECIFICATIONS. 1 1 S.ple ntal Sperl Flrations (Rev 01127186) Page 46 8-22 PRWDdT NNBm@9 8-22.1 DESCRIPTION 1PARTIA. REPLALDENT SECTI(W) SKIP CENTER STRIFE - DELETE AND REPLACE WITH; A BROKEN YELLOW LINE A INDIES WIDE. TIE DOOR OR 'SKIP* PATTERN SHALL BE BASED ON A 25•FOOY ^IT CONSISTING OF A 10-FODY LINE AND 15 FOOT GAP. SKIP CENTER STRIPE IS USED AS CENTER LINE DELINEATION ON A TWO LANE TWO WAY ROADWAY. DOUBLE YELLOW CENTER STRIPE - DELETE NO REPLACE WITH: TWO SOLID YELLOW LINES, EACH A INCHES WIDE, SEPARATED BY A A INCH SPACE. OOALE YELLOW .ENTER STRIPE IS USED AS CENTER LINE DELINEATION ON MULTI-LANE, TWO-NAY ROADWAY AND FOR CNAAELISATION. EDGE STRIPE - DELETE GORE STRIPE - DELETE AND REPLACE WITH: APPROACH STRIPE - A SOLID WRITE LIKE, 6 INCHES WIDE, USED TO DELINEATE TLTN LAZES FROM 'MOAT+ LANES, FOR TRAFFIC ISLADS AND CROSS HASH NAAANS ' LANE STRIPE - DELETE AND REPLACE WITH: A BROKEN WHITE LINE. A INCES WIDE, MO TO DELINEATE AO)ALEM LASS TRAVELING IN THE SANE DIRECTION. THE BROKEN OR 'SKIP" PATTERN SHALL BE BASED ON A 75 FOOT LNIT CONSISTING OF A 10 ' FOOT LINE AND 15 FOOT GAP. No PASS STRIPE: DELETE ' REVERSIBLE LANE STRIPE- DELETE TWD WAY LEFT TZAR. C"IPE - DELETE AID REPLACE WITH: ' A SD-I0 YELLOW LINE, A INCHES WIDE, WITH A BROKEN YELLOW LINE, A :NOES WIDE, SEPARATED BY A A INCH SPACE. THE BROffN OR +SKIP• PATTERN WILL BE BASED ON A 25 FOOT LNIT CONSISTING OF A 10 FOOT LINE APO A 15 FOOT SPACE 9SEE DETAIL SHEET), iBARRIER STRIPE - DELETE AND REPLACE WITH. A SOLID YELLOW LINE, 18 TO 24 INCHES WIDE. CROSSWALK STRIPE - DELETE AND REPLACE WITH: A SOLD WRITE LINE. 12 INCHES WIDE, INSTALLED PARALLEL TO ANOTHER CROSSWALK STRIPE WITH AN 8 FOOT SPACE IN BETWEEN THE LINES. STOP BAR - DELETE AID REPLACE WITH: A SOLID WHITE LINE, IN WIDTHS O 12, 18 AND 24 INCES. THE WIDTH SMALL BE 1DIC4TED ON THE CONTRACT PLANS. TRAFFIC ARROW - DELETE AND REP.ACE WIN: A SMIC WHITE NARKING CMFORNSNG TO CONTRACT PLANS AND DETAIL SHEETS. TRAFFIC LETTERS . REPLACE WIN TRAFFIC LEGEND, - DELETE AND REPLACE WIN: A WHITE NARKING USING ALPHABETICAL LETTERS - SEE CONTRACT PLANS AND DETAIL SHEET. CYCLE DETECTOR SY160. - DELETE SuplementAl SpecificWtions (RAY 01/21/66) Page AT l 8-22.3(3) TOLERANCES FOR LINE STRIPES (REPLACEATENT SECTION) ' ALLOWABLE TOLERANCES FOR STRIPES ARE AS FOLLOWS: , LENGTH Or STRIPE - THE LOGIRGINAL AC UWLATIVE ERROR WI-MIN A 23 FOOT LENGTH OF SKIP STRIFE S hLL NOT DMEED PLUS OR MINUS OE INON. WIDTH OF STRIPE - THE WMTH OF STRIPE SHALL OCT VARY ROE T1VAN PLUS OR NIN'.1S 1/s INCH. , 9-22.3(6) PAINT/PLASTIC STRIPE LINES REMOVAL (HE'r SECTION) WHERE 94004 ON THE PUNS OR DIRECTED BY THE ENGINEER. THE CONTRACTOR SHALL RENOVE ALL OLD 1 CONFLICTING STRIPES OR LINES. 9-22.4 WEASLIENENT (REPIACEIENT SECTION) ' * ' ' 'WENT SHALL BE BY THE LINEAR FOOT FOR A INCH WIDE SOLID STPI'E, WITH ND DEDUCTION NAOE FOR THI. .P BETWEEN THE STRIPES NENS:FED. 6 INCH AID: Gi:D STRIPE, 12 INCH WIDE CROSSWALK, TWRIER , STRIPE, STOP BAR, TRAFFIC ARROWS NG TRAFFIC LEGEND 'ONLY' PER EACH. WEASUEVENT FOR ALL ITEMS SWinLL BE COP ETE IN PLACE. REASYENENT FOR PAINT/PLASTIC STRIPE LINE RE3UVED, WILL SE BY THE LINEAR FOOT OF • WILE , LINE 4•22.3 PAYWENT (REPLACEWNT SECTION) ' PAYMENT SHALL BE %qOE UNDER: I. 'Painted A• Aldo Solid Stripe• Per Liro6t Foot 2. 'P6Intad 6" W10e Solid Stripe- Por LSheet Foot 3. -Painted_• Wide Barrler Stripe" Par LSnNr Foot A. "Painted 12• Wide CtOSSWelk' Per Lint Foot 3. "P-'nted • Wld Stop Bar- Pat Liraar Foot 6. 'Painted Traffic Arrow" Per Each 7. 'Painted Traffic LegWld • Per Each B. -Piaui' 12• aide CMISVOlk• Par LSneel coot 9. -Plastic aloe Stop Bar- Pet Linear Fopt 10, 'Pleetit TtafflC Arrow- Per Each 11. -Plastic rtaffit Legend�• Per Each ' 12, ^ReaoVAl Of P31nt LI M •Wide" Per Lin. Ft. 13. 'Mroral Of PlAdtic Llflk ^Wide• pet Lin, Ft. 9-83 ABOEDATM t 9-03.10 AGGEGA1E FOR GRAVEL BASE (PARTIAL REPLACENENT SECTION) ADO TO PNUORAPH 2 SENTENCE : ..except that In no cam shall the maxim sire 9%~ eight (8) 1) REPLACE PARAGRAPH 3 W114: Grave; Base shall meet the f0llowing requtrememts for q:Wing and duality wean pla]W in haullnq vehicles for Oellvery to tna :oed.ay, trench or "Ing manufacture And placexent into a tamporary stockplla. The exact .k71nt of actptmre will oe determined by the Engineer. GRAVEL BAY GRAVEL BASE CLASS A CLASS B Passing !hA• Sieve 25% win. 23W .,n. 75% aµ, 73s WOW. Supleeental specifications (A*V 01/21/66) Page 48 ' 9-03.10 CGRi1MVED ' PASSIM �'•S. No, 291 5%w, In matV, Sitve (eet Sieving) Passing 0200 last Sierlry) 2/3 MVr. 2/3 NSN. tPaSSing MO (S"E.julvalent) 50 In. 30 min. M3.12(1)A CLASS A (REPLACENENT SECTION) GRAVEL BACKFILL FDA FOLMATIOR, CLASS A. 94ALL CONSIST OF CRA15rEA MATERIAL AND %5 COEONN TC THE REQUIREMENTS OF SECTION 9-M9 FOR BALLAST. 9-03.12(1)8 CLASS B (REPLACEMENT SECTIail GRAVEL SAMPILL FDA F014DA71OiS, CLASS B, IS NOT AN kMMABLE MTlrutli'a. 'OR ;AAVE. BAOT41. FOR FO{HpATIOS, CLASS A, UNLESS NWavU IN RRITiNG ev THE ENGINEER. IF APPROVED t.E GRAVEL BACKFILL FOR FD.WATION, CLASS S. SHALL CONFORM TO THE WWIR0EN15 OF 9-03.1(3)C GRACING 3' W 9-11,11 AGGREGATE FOR GRAVE, BASE, CLASS A. 9.03.12(3) GRAVEL BAWILL FOR PIPE KEDGING TWIRL REPLA9,ERR7 SECTiOi) REPLACE SENTENCE 1, PARAGRAP4 1 WITH: GRAVEL BM9F1LL FOR PIPE BEGGING SHALL CONSIST OF PEA GRAVEL. ' ADD: WEN APPROVED IN WRITING By THE ENGINEER, OTHER CRUSHED, RVRGCE59:U OR NA'.AALir OCCIAAING GRANULAR MATERIAL WETING THE VXQUiREWWS LISTED ABOVE CAN BE USED AS GRAVEL MWILL FOR PIPE BEGGING. 9.03.14 GRAVEL 8URRUP (REPLACEMENT SECTION) ' GRAVEL BORROW SHALL CONSIST OF CLASS A OR CLASS 8 GRAVEL BASE CdlORNpc to THE REQUIREMENTS OUTLINED IN 9-03.10 AGGREGATE FOR GRAVEL BASE 9-OS WIRW S,Mxl lm, 01AORS No CMMTS 9-05.1 OR414 AIDE (PARTIAL REgACEWWT SECT'ON) 1 DELETE: ALL REFERENCE TO AN ALUPImw COATED (kL NININD) CGYdAGATEG IRO+(A STEEL DRAIN PIPE FROM TNIS SECTION. ' 9-05.3(1)A DO OESIGR (PARTIAL REPLACEMENT SECTION) DELETE SENTEWE 2 PAAA(AAPH 1 990N.10 STEEL 5T(AN SERER P•FE 'PARTIAL REPLALENENT SEC1134i ' WPLACEt vTiEATNENT S• WITH aTREATNENT 1- 7 li kIMINAM STAIN SEWER PIPE (PARTIAL REPLACEMENT SE^TIOV DELETE: "ANdpt tN At Protwtive Mtlrg /NS11 W TMtWt 5'. 541A tal SPAeiFications (Rev OS/27/04) Page 49 9-05.12 PVC SEWER PIPE (PAR'LAL REPLACE)ENT SECTIOP,) ' Oe.FTE: PARAGHAH., 1 , I ROD. THE HNNAIKM .ENCT. O WC PIPE SECTIONS LffD DMLL E 12 FEET. , 9-05.13 DUCTILE IRON SERER PIPE (P RTSAL REPLACEIENT SECTION) DELVa PARAGRAPH 1 t 9-29 LijamiION, Slow", ELECTRICAL 1 9-29.1 COMMIT (REPLACEMENT SECTION) THE CONDUIT P.V.C. - NOH-IETk-IC SMALL COiON TO ARTICLE ]AT O THE CODE Ala MN STMCAC5. ' THE CONDUIT SHALL E OF THE 'WO TVPES LOICATED 8&3c (1) SCHEDULE 40 EXTRA HER" WALL P.Y.C. CONEOMING TO ASTN STANDARDS. (2) SCHEDULE AO HEAVY WALL P.Y.C. CONFORMING TO ASTR STANDARDS. , 9-70.2 OUDTION GOES (REPLACEJEHT SECTION) 3PCT13H BORES SHILL E REINFORCED CONMTE RITH STEEL FRAME WOOED IN PLACE BD SPEDL COVER t PLATE (DIAMOND PATTERN) AS INDICATED ON DETAIL SLEETS. THE INSCRIMIOLS ON TIE COVERS OF THE OMY1014 BOXES 94ALL E AS FOLLOWS; , (1) SIGNAL ONLY: •SECaLS- (2) STREET LIGHTING OLYN "ONTIN7 (5) TRAFFIC 51O4AL ND STREET LIGHTING FACILITIES: •TS-LT• , THE ABOVE INSCRIPTIONS SHALL NOT E HIDER THAN THE TOP SURFACE OF THE COWER PLATES. 9-29,5 CONDUCTORS, CA84E (AMACETENT SECTION) ' ALL SIGNAL CONDUCTORS AS INDICATED ON THE PLANS 94ALL E STRANDED CODER AND 94AU EMPLOY 600 VOLT TNR INSULATION OF THE SIZES NOTED ON THE PLANS. ALL KLTI CONDUCTORS USED FOR THE SIGNAL SYSTEM ' %*.L CONFORM TO APPLICABLE PROVISIONS CONTAINED IN THE STANDARD SPECIFICATIONS MO 94ALL E OF THE SIZES NOTED ON THE SIONNL WIRING DIAGRAM. THE 2/c CABLE INDICATED FOR NE DETECTION LOOP RETURN CABLE 91ALL E A SPECIAL CONMICATIOG ' CABLE. TNIS CABLE SHALL E ELDEN, ELOFOIL 6720, of EQUAL, WITH Ala ANG CONDUCTORS STRANDED (19 N 27). THE CABLE 94ALL HAVE POLYETHYLENE INSULATED COPPER COMJCTJRS, W ALUMINM POLYESTER SHIELD, A TINED COPPER DRAIN WIRE AND A CANOE VINYL .ACXT. , THE Pc SHIELDED PRE- OPTION DETECTOR CABLE SHALL E 5-N 0138 CABLE OR EOIIVALENT. THIS CABLE OIL, RUN FROM THE DETECTOR UNIT TO THE CONTROLLER CABINET AND NO SPLICES WILL E ALLO40. , t 9.piommotel SDOCIYlatxD (Rev 01/27/06) P" SO 9-29.7 CONTINUED THE SHIELDED COMMXHIGTIOfS/SIGNL INTERCONNECT CABLE SHALL MEET THE FOLLOWING: 1. CODUCTORS: SOLID, SOFT DAMN, ANNEALED COPPER, SIZE 19 AND. 2. INSA.ATION: SOLID, VIRGIN HIGH DENSITY PDLYETHVLM OR P%vMOPVLEE,WITH 'ELERRE ' BIHDUSTRY COLOR CODING. 5. CABLE COME ASSN&,': INSULATED CONDUCTORS ARE TWISTED INTO PAIRS WITH VARYING LAYS (TWIST LENGTHS) TO MINIMIZE CROSS TALK AND MEET STRICT CAPACITANCE LIMITS. •. SHIELDING: A COP SIONMXIDATION RESISTANT TINTED ETNTLEME COPOLYMER COATED (BOTH SIDES) .DOB' THICK CORg1GATED ALUMINUM TAPE SHIELD IS APPLIED LONGITUDINALLY WIT" OVERLAP TD PROVIDE IDS ELECTRICAL SHIELDING COVERAGE. A .005 COMRA"ATED TAPE APPLIED IN THE SAE NW EA IS 4--VTAOLE. ' S. OTTER JACKET: A BLACK, LOW DENSITY NIGH MLECLLAR OE I34T VIRGIN POLYETHYLENE (COi00GED TO WITHSTAND SMLIGHT, TEAPERATVE VARIATIONS AND OTHER ENVIRONMENTAL CONDITIONS PLUTS ARSE DMIG INSTALLATION) IS EXTRUDED OVEAAu TO PROVIDE A COTINJOJS COVERING. 6. FOC`NGE MARKINGS: FOOTAGE MARMINDS MIST BE PRINTED SEQUENTIALLY A MINIMM OF 2' ALOG THE OUTER WDCT. 7. FILLING: THE ENTIRE CABLE WITHIN THE OUTER LACKEY IS RIDDED WIT" PETROLEW-POLYETHYLENE GEL FILLING COPOPO IND-LA31MG THE AREA BETWEEN THE On" JACKET AND THE SHIELO. ' EAGH WIRE SHALL BE NUEERED AT EACH TERMINAL END WIN A WRAP-AR ,JD TYPE NAHVING STRIP ACCORDING TO THE SCHEDULE ATTACHED TO THESE WCIAL Mev1SIONS. ALL WIRES TERMINATED AT A TERMINAL BLOCK SHALL HAVE AN OPEN END, CRIMP STYLE SOLDERLESS TERMINAL. AA 'OJMINALS SHALL BE INSTALLED WITH A TOOL DESIGNED FOR THE INSTILLATION OF THIS TYPE OF IONSNAL AND CRIMPING WITH PLIERS, WIRE CUTTERS, ETC., AILL NOT BE ALLOWED. ALL WIRING INSIDE THE CONTRQLLER :,WINE7 AND AT INTEREDIATE POINTS SHALL BE TRINED AND CABLED TOGETHER TO MAKE A NEAT AND CLEAN APPEARING INSTALLATION. NO SPLICMG OF ANY TRAFFIC S104AL CODACTOR SHALL BE PERMITTED UNLESS OTHERWISE INDICATED ON THE PLANS. ALL CONDUCTOR RIM SHALL BE PULLED TO THE APPA]PHIATE SIGNAL TERMINAL COMPARTMENT BOARD "IN PRESSURE TYPE BINDING POSTS. THE ONLY EXCEPTIONS SHALL BE THE SPLICES FOR DETECTOR LOOPS AT THE NEAREST JUNCTION BOX TO THE LOOPS. THE CONTRACTOR SHALL PMOvIDE AND INSTALL ALL THE HECE.SSANY WIRING, FUSES AND FITTINGS 50 AS TO COMPLETE THE INSTALLATION OF THE SIGNAL AND LIGHTING EQIIRENT AS SQM ON THE PLANS. ALL MATERIALS AND INSTALLATION METHODS, EXCEPT AS NOTE, D'HERNISE HEREIN, SHALL COMPLY WITH APPLICABLE SECTIONS OF THE NATIONAL ELECTRICAL CODE. ' INSTALLATION Or ALL WIRING SHALL CONFORM TO APPLICABLE PROVISIOS CONTAINED IN It STANDARD SPECIFICATIONS EXCEPT AS SPECIFIED HEREIN. CONDUCTORS AND CABLE SHALL MWOM TO THE APPLICABLE SPECIFICATIONS AS FOLLOWS; (1) LALESS OTHERWISE NOTED, ALL ELECTRICAL CONDUCTORS SHALL BE *PROVED STRANDED COPPER CONFORMING TO APLICABLE PORTIONS OF ASAP STADMM, INSLLATION SHALL BE 600 VOLT PLASTICIZED ' POLYVINYL CHLORIDE, POLYETHYLENE, OR CHEMICALLY MOSS LINKED POLYETWLENE, CONFORMING TO APPLICABLE PORTIOS OF ASTM STANDARDS. POLYETHYLENE CUNODS SHALL NOT BE USED WHERE EXPOSED TO SIfLIGHT. THE ODE INSLATIOI OF CODE THICKNESS SMALL BE USED, SupiArnGl SRAclfidtloHs ' (Ibv 01/27/06) P" Si 9-29.7 CONTINUED r (2) MlTI-CONDCTOR CABLE SIWLL BE USED FOR TRAFFIC SIGNAL CONTROL, Mb SHALL BE RATED TO OPERATE , ON 600 VOLTS. INDIVID AL CONDUCTORS SHALL K STRANDED COPIER, SHALL BE INSULATED WITH r MINLa.M OF 45 MILES PLASTICIZED POLYVINYL CHLORIDE COPOAD, OR APPROVED EQUAL, AND 94ALL BE COLOR CODED AID OF SIZE LISTED IN TABLE BELOW. TIE INDIVIDUAL CONDUCTORS SW1L BE CODED AND OF SIZE LISTED IN TABLE BELOW. THE INDIVIDUAL CONDUCTORS SHALL BE CABLED TOGETHER WITh CABLE TAPE AND ENCASED IN A ' POLYVINYL CHLORIDE SWATH 75 NILS THICK. INSULATION SHALL COFOM TO APPLICABLE PORTIONS OF ASTM 5700DM0 APPLICATIONS. AVG r Not. Strands CIRCUIT Ruse huue Gauge Conductor Color Strip r Slghel heads.... A la 19/27 Red, Yellow, Greg More A' IS 19/27 Rad, Yellow, Green White-White B la l9/27 Red, Yeller, Green Black 8' is 19/27 Red, Yellow, Green Black-Black ' C la 19/27 Red, Yeller, Green White Signal Coe. 12 19/25 white None Cont rul Cm. 12 19125 White Bieck or Green ' Detector........ A,B,C 12 19/25 Black None CoA. 12 19/25 White None Spare........... .... la 19127 Red, Yellow, Grew Blue ' Flashers........ .... 12 19125 Black Hum Service......... .... 10 19/23 Black Noe Alternate..... .... 12 19/25 Black We Neutrals , (not listed).. .... 10 19/23 White NOne Alternate..... .... 12 19/25 White or Green None Multi-conductor cable stall be assembled as per the following typical illustntions: ' a) 2 Conductor -- 2 No. 12 AWG, 19125 strand, cons'.sting of a black and White conductor. o) 5 Condctor -- 1 No. 12 AVG, White; 1 No. 12 AMU, White with green Or black strip; and 3 ' No. 1A's consisting of Rase A. c) B Conductor -- 1 No. 12 ANG, White; 1 No. 12 AVG, White green or Clack stripe; and 6 MO. 14's Consisting Of Phase A a B. ' d) 11 Conductor -- 1 No. 12 AWG, White; 1 No. 12 AWG whin With green Or black stripe; and 9 No. 12's consisting of Phase A, B and C a) 20 Conductor -- 1 No. 12 AWG, Wnite; 1 No. 12 MSG, White with green or black strip; and 18 r M. ia's Consisting of Rase A, A•, B, S', C and Span. MIRING MILL BE ARRANGED SO THAT COMBINATIONS OF THE ABOVE CABLE ASSEMBLIES SHALL BE U5E0. ■IYH THE EXCEPTION O TYPE ■NM INSULATION, THE MINIMUM INSULATION THICKNESS FOR ANY ELECTRICAL r CONDUCTOR SA—L BE 3164 INCH AND THE MINIMM ACCEPTABLE INSULATION THICKNESS SHMLL REFER SOLEV TO THE THICKNESS OF THAT INSULATION IMEDIATELY AROeD ANY CONDUCTOR AND EXCIWLG ANY SWATH OR r JACAEY THICKNESS. INDUCTION LOOP DETECTORS SHALL BE INSTALLED IN A SAW-CUT IN THE PAVEMENT BY THE CONTRACTOR VIEW r INDICATED ON THE PLANS OR AS DIRECTED BY THE ENGINEER. THE WIRE TO BE USED IN THE INDUCTION LOOP SHALL BE NO. 12 A.W.C., TYPE USE, ANN OR RHe INSULATION. SEE DETAIL SHEETS, 9-29.4 MESSEN4ER CABLE, FITTINGS - DELETE , 9-29.5 POLE LINE HARDWARE - DELETE r s, l~tsl specifications (Raw 01/27/86) Page 32 r 9-29.6 LIGHT STANDARDS (REPLACEMENT SECTION) LIGHT STANDARDS SWILL BE SPIN ALUMINUM IN ACCORDANCE DETAILS 90M IN THE PLANTS, AS SPECIFIED 1N THE TECHNICAL PROVISIONS AND AS OUTLINED HEREIN. 9-29.6(3) TIMBER LIGHT STANDARDS, TINDER STRAIN POLES, TIMM SERVICE SUPPORTS - DELETE 9-29.7 LU+INAIRE FUSING AO ELECTRICAL CONECTIONS AT LIGHT STANDARD BASES (REPLACEMENT SECTION) ELECTRICAL DISCONNECTS SHALL BE INSTALLED AT ALL LIGHT STANDARD BASES. FUSE HOLDERS 94ALL BE WATERPROOF, Q IC( DISCONNECT TYPE, S.E.C. OR APPROVED EQUAL. FUSED QUICK DISCONNECT KITS SHALL PROVIDE WATERPRROO IN LINE FUSE PROTECTION. ALL CONNECTIONS SHALL BE WIDE WITH COMPRESSION ' FITTINGS. UPON DISCONNECT, THE FUSE 94RLL REMAIN IN THE LOAD SIDE OF TF- KIT. THE FUSES 94ALL BE LOCATED IN TWO LOCATIONS, THE FIRST BERG INSIDE THE WHO MOLE AT THE BASE OF THE PRE AD THE SECOND BEING PROVIDED FOR THE C04PLETE STREET LIGHT SERVICE (If SPECIFIED) SWA.L ' BE LOCATED IN A TYPE •0- MOTION BOX AS NEAR AS PRACTICAL TO THE ELECTRICAL UTILITY COMPANY IS VAULT OR PRE (SOMA OF POKER FOR THE SYSTEM), FUSES FUR441SHM FOR ALL LIGHTING CIRCUITS SMALL BE CAPABLE OF WAXING THE OPERATING VOLTAGES OF THE CIRCUIT INVOLVED AND 94ALL HAVE THE FOLLOWING ' OARACTERISTICS: I. FUSES SMALL BE CAPABLE OF INDEFINITELY SUPPORTING 110% OF THE RATED LOAD. 2. FUSES 94ALL BE CAPABLE OF SUPPORTING 135% OF THE RATED LOAD FOR APPROXIMATELY ONE ' HUM. 3. A LOAD OF 200% O RATED LOAD WILL EFFECTIVELY CAUSE INSTANTAEOS BLOWING OF THE FUSE. ' A. FUSES SHALL BE RATED AS LISTED BELOW AMC) SMALL BE SIZED TO FIT THE FUSE CONTAINERS FURNISHED ON THIS PROECT, ACCORDING TO THE MAAFACTUER-S RECOMMENDATIONS THEREFOR; ' LUHINAIFZE SIZE SERVICE VOLTAGE 24OW 1,000 K ISA 400 M IDA t 150 W IDA 200 W IDA 175 W IDA 150 W IDA 101 W IDA ' S. FUSES SHALL BE UL LISTED 9-29.5 VAST ARMS, CROSS ARMS AND TIE ROD - DELETE ' 9-29.9 BALLAST, TRANSFORMERS (REPLACEMENT SECTION) BALLAST FDA NIGH PRESSIAE SODIUM VAPOR LAPS SMALL BE DESIGNED TO PROPERLY OPERA7 100 WATT SSA, ' 130 WATT 555, 200 WATT 566, 250 WATT 550, 400 WATT 551. BALLASTS FOR H.P. ';..)IUK VAPOR LAPS SMALL BE AN INTEMAL 240-VOLT REGLLATOR-TYPE (HIGH POWER FACTOR). THE BALLAST SHALL BE PRE-WIRED TO THE LAP SOCKET AND TERMINAL BOARD, THE BALLAST SAL- HAVE AN ALLOWABLE VOLTAGE VARIATION OF LESS THAN 10%. NO CAPACITOR, TRANSPOSER, OR OTHER DEVICE SHALL EMPLOY THE CLASS OF COfOUDS IDENTIFIED AS PD-YCLORINATED BIPHENYLS (P,C.B.) AS DIELECTRIC, MANTS, OR FOR ANY OTHER PURPOSE. EACH ' BALLAST SHALL HAVE A HOVE PLATE ATTACHED PERMANENTLY TO THE CASE LISTING ALL ELECTRICAL DATA, ' SLp1HMNntW1 smcificKlms (RAY 01/27/56) Poo 53 MEN= 9-29.10 LUMINAIRES (REPLACEMENT SECTION) ' ALL LUMINAIRES SHALL BE OF ONE DISTRIBUTION TYPE AD WATTAGE INDICATED IN THE PLANS. , LUMINAIRES SHALL HAVE A CAS74LLNIMM HDUSIMG PROVIDING FOR A SLIP-FITTER TYPE MDIMTING AD CAPABLE OF ADAPTING TO A 2-INCH DIAETER PIPE TENON. LUMINAIRES 944LL BE OF THE COBRA MEAD STYLE WITH AN OVATE REFRACTOR (DROPPED LENS) FOR ARTERIALS i AC A CLEAR FLAT LENS FOR RESIDENTIAL ROADWAY APPLICATIONS. THE LWI44IRE SHALL INCLUDE THE POWER DOOR FEA%PE. , THE LWINAIRE SHALL HAVE A GASKET BETWEEN REFRACTOR AND REFLECTOR. A GASKET OR FILTER MATERIAL t SHALL BE PLACED BETWEEN THE LAP SOCKET AND THE REFLECTOR. THE MAMiACTUER'S NAME OR SYMBOL 94ALL BE CLEARLY MARKED ON EACH LWINAIRE. EACH LWINAIRE 94ALL HAVE A MEATIER-RESISTANT, ANSI-APPROVED DECAL ATTACHED TO THE BALLAST HOUSING ' SO AS TO BE READILY VISIBLE FROM THE GROUND. THE DECAL 94LL BE APPROXIMATELY THREE IINES SAME 40 TIE LEGEND SHALL BE A MINIMAL OF TWO IDLES IN HEIGHT. THE DECAL SHALL BE GOLD IN COLOR WITH , LAM WITTAS INDICATED BY THE FOLLOWING MAERICAL LEGOO; 7 FOR 70 WATTS 25 FOR 250 WATTS 10 FOR 100 WATTS 31 FOR 310 WATTS ' 15 FOR 150 WATTS AO FOR 400 WATTS 17 FOR 175 WATTS 70 FOR 700 WATTS 20 FOR 200 WATTS XI FOR 1,DOO MAT ' ALL LUMINAIRES 94ALL HAYE THEIR COMPONENTS SECURED TO THE LWIWIRE FRAME WIN STAINLESS STEEL MWRING HARDWARE (NITS, BOLTS, WASHERS, HINGES, ETC.). THE HOUSING, COMPLETE WITH INTEGRAL ' BALLAST, SHALL BE MEATIER-TI04T. 9-29.11 CONTROL EQUIPMENT (REPLACEMENT SELTION) , UNLESS SPECIFIED OTHERWISE, ILLUMINATION CIRCUITS BALL BE CONTROLLED BY A C'06I14ATION OF PHOTOELECTRIC CONTROLS AD LIGHTING CONTACTORS AS NOTED IN THE CONTRACT. , 9-29.11(1) TIME CLOCK CONTROLS - DELETE 9-29.11(2) PHOTOELECTIC C:MROLS (REPLACEMENT SECTION) ' PHOTOELECTRIC CONTROLS SHALL BE PLUG-IN DEVICES, RATEO TO OPERATE ON 120 VOLTS, 60 HZ. THE PHOTO-CELL SHALL BE A SOLID STATE DEVICE WITH STABLE THAN-ON VALUES IN THE TEMPERATURE RAGE - 55 , DEGREES C TO -70 DEGREES C. THE PHOTO-CELL BALL BE NOMTED EXTEPARLLY ON TOP OF THE LUMIMAIRE. IN A CONTACTO-CONTROLLED SYSTEM, THE PDTO-CELL TO CONTROL THE SYSTEM SHALL BE MOUNTED ON THE LWINAIRE NEAREST TO THE SERVICE/CONTACTOR CABINET. THE PHOTO-CELL SHALL BE CAPABLE OF SWITCIHING , 1,000 WATTS OF INCANDESCENT LOAD •ON- AS MIN. 1 S�Iamental Sped Tlcat loos (Rev 01127/66) Page SA , 1 9.29.12(1) ILLUMINATION CIRCUIT SPLICES (REPLACEMENT SECTION) ALL SPLICES AND TAPS SWILL SE DACE USING SMXERLESS CRIDP CONIECTORS ON MWODND CIRCUITS TO SECURELY JOIN THE WIRES BOTH MECHANICALLY NND ELECTRICALLY. ALL SPLICES SMALL EMPLOY EPOKY RESIN FILLED 1N CLEAR PLASTIC WAS TO FORM A RATER TIGHT SEAL. ALL MATERIAL USED 1.4 THE SPLICE NIT SWILL BE COMPATIBLE WITH THE WIRE AND ITS INSULATION AS 160 IN THE LIGHTING >"IEN, 9-29.13 TRAFFIC SIOAL CONTROLLERS (REPLACflEM SECTION) ' THE WIT 94ALL OPERATE ON 120 VOLT, 60 CYCLE, SINGLE PHASE ALrEMATING CURENT NO 94LL USE THE POWER LINE FREQUENCY AS A TIDE BASE. THE TRAFFIC SIGNAL CONTROLLER SMALL MEET THE ROi,'IROOrtS OF THE NATIONAL ELECTRICAL MWAfACTUERS ASSOCIATION (MINA) STNEYM PUBLICATIONS. ' C040ENTS 9" AS aESISTOIS, CAPACITORS, DIODES AND TRANSISTORS SHALL BE INEIVIOUlIY REPLACEABLE UTILIZING APPROVED STANDARD SODERING TEDMIQUES. INTEGRATED CIRCUITS SMALL BE MOMED IN SOOETS AND STALL BE EASILY *AXEABLE WITHOUT SOLDERING, AL COPOO/TS SMALL BE STANDARD `ffF PE SELF- ITEMS. THE TRAFFIC S140L CONTROLLER SHALL BE CAPABLE OF INTERFACING WITH THE MIILTISONIC RE? -, MASTER COMPUTER. THE CONTROLLER 94ALL BE CAPABLE OF BOTH ON-LINE OPERATION (CONTROL _ MLLTISONIC MASTER COMPUTER) AND STANDBY OPERATION. THE CONTROLLER SHALL ESTABLI91 TIE ._WXf. OF SIGNAL RASES, INCLUDING DVERLAPS, IN CONFORMANCE WITH THE SIGAL RASING OlAONNM ON THE FILMS. MEN AERATING TWO" THE ON-LINE MASTER COMPUTER (IALTISOMIC MISTER) THE CONTROLLER WALL BE CAPABLE OF OPERATING EITHER IN A FIXED TIME MOOS OR IN A FILLY-ACTUATED MODE WITH VRUE DENSITY ON EACH RASE AS REQUIRED. AL CLEARANCE TIMING NO PEDESTRIAN TIMING WILL E ACCOIPLISIED AT THE LOCAL INTERSECTION. ' 9-29.13(2) FLASHING OERATIONS (REPLACEMENT SECTION) FLASH UNIT SHALL BE A TWO CIRCUIT TYPE, CAPABLE OF SWITCHING LOADS ON TO 1000 WATTS PER CIRCUIT ALTERWITELY AT A RATE OF 60 FLASHES PER MINUTE PER CIRCUIT, PLEA OR 1IIN/5 TWO ELA94ES PER MINUTE. t 9.29.13(3) EMERGENCY PRE-EMPTION (REPLACEMENT SECTION) EMERGENCY VEHICLE PRE-EAPTION BALL BE FOM39ED EITHER AS SEPARATE UNITS OR AS HUOAFS THAT PLUG DIRECTLY INTO A PACK WIRED TO ACCEPT 3-4 DISCRIMINATOR TYPE UNITS. THE PRE-EMPTION SYSTEM ' OPERATION SHALL BE COMPATIBLE WITH THE 34 COPANV -OPTICOM- SYSTEM WHICH THE CITY OF RENTON IS CIAREHTLY USING AND SMALL BE CAPABLE OF BEING ACTIVATED BY THE SAME TRANSMITTERS. WHEN A PRE-EMPTION DETECTOR DETECTS AN EMERGENCY VEHICLE, THE PWISE SELECTOR SHALL HOLD THE CONTROLLER IN THE REQUIRED RASE OR ADVANCE DIRECTLY TO THAT A" AFTER ONSERVING ALL VEHICLE CLEARANCES. TIE RUSE SELECTOR 94ALL MOLD THE CONTROLLER IN THE PHASE SELECTED LMTIL THE DETECTOR NO'LONGER OETECTS THE EMERGENCY VEHICLE, WEN THE ROSE SELECTOR IS RESPONDING TO ONE DETECTOR, IT SHALL NOT RESPOO TO ANY OTHER DETECTOR UNTIL CALLS FROM THE FIRST DETECTOR ARE SATISFIED. INU:�ATOR LIGHTS SHALL INDICATE POWER ON, SIGNAL BERG RECEIVED, CIANEI CALLED. SWITCHES SHALL CONTROL SYSTEM POWER AND SIMLATE DETECTDA CALLS FOR EACH PHASE. 9-19.13(4) PIPING DIAGRN6 (REPLACEMENT SECTION) THE CONTROLLER CABINET 94ALL HAVE A WATERPROOF ENVELOPE NITN A SIDE A MSS ATTACHED TO THE INSIDE OF THE CABINET DOOR. AT THE TIME OF DELIVERY THE ENVELOPE SHALL HAVE FOR COPLETE SETS OF SCEMATICS AND MANUALS FOR ALL ASSEMBLIES AND S B-ASSEMILIES. SUOleWental SwiflCAtlms (Rev 01/27/561 Page 33 P-29.13(6) RADIO INIERFEAENLE 9J*WSSORS CAE LACE9EM SECTION) , A CiNELL-DUSILER MID INTERFERENCE FILTER W 10001-1 SD NPS Oft EDJIVALENT SMALL BE USED TO FILTER THE A.C. PAR. ADDITIONALY, ALL POWER SUPPLIES SHALL HAVE NOISE INgRITY FROM OTHER DEVICES WITHIN THE CABINET, 9-29.11(7) TRAFFIC-ACTUATED CON' LEAS (REPLACDENT SECTION` ALL TIMING FUNCTIONS AND INPUT AND OUW FEATURES FOR FULLY-ACTUATED, VOLUE-UF7SITY OPERATION SHALL BE PROVIDED IRA ACCORDANCE WITH NEVA STAIDFADS. ' THE CONTROLLER BALL PADYIDE FOR SETTING EACH TIMING INTERVAL BY WA6 OF POSITIVELY CALIBRATED SETTINGS. THE TIMING FUCTIO4 SHALL BE ON THE FRONT OF THE CWTVKkjEA UNIT OR SMALL NAVE WEY9'IARD ENMY AD LIQUID CRYSTAL DISPLAY. FOR THE STANDBY OPERATION, TE TRAFFIC SIGNAL CONTROLLER MALL INCLUDE ALL CIRCUITRY REQUIRED TO PROVIDE ALL TIMING AND ALL FUNCTIOS FOR SIGNOR. OPERATION IN A FULLY-AGFuATED MODE. STNDBY OPERATION SHALL AUTONATICALLY DC" OON DECKING O IMEK9NNECT LINES, FAILURE O CENTRAL VASTER COPUTEA, OR WHEN SPECIFIED BY THE VASTER. THE ' STANDBY OPERATION SMALL FOLLOW AND BE COINCIDENTAL IN PHASE TO THAT PHASE BEING DISPLAYED AT THE START O STANDBY ODAATION. TRANSFER FROM =PUTEA SUPERVISION SMLL NOT CALL AP A STARTING YELLOW, 9-29.i7(7)A EAAIRONENTAL R7FDiNALOE AND TEST STANDARDS FOR SOLID-STATE TRAFFIC COrtROLLERS SREPLACEENT SECTION) THE TRAFFIC S1O1K WNTRO.LER ASSEMBLIES, INCLUDING THE TRAFFIC SIGNAL CONTAMLEA, AUXILIARY CONTROL EQUVW NT NO CABINET SH%- BE SHOP TESTED TO TIE SATISFACTION OF THE ENGINEER. TESTING AND CHECK-OUT O ALL TIMING CIRCUITS, PHASING AHD SIGNAL OERATION SMALL BE AT THE CITY O RENTON SlO NL SOP, IENTOW, WA9NHGT0N. THE SIOML SOP WILL MANE SPACE AVAILABLE TO THE CONTRACFOA FOR THE REQUIRED TEST DFla6TRATION5. THE CONTRACTOR "" ASSEMILE THE CABINET AND RELATED SIGNAL CONTROL EWIMNt READY FOR TESTING. A COMPLETE ' DEIDMSTRATION BY THE CONTRACTOR O ALL INTEGRATED COFOWWS SATISFACTORILY FUNCTIONING SHALL START THE TEST PERIOD. ANY MALFUNCTION SHALL STOP THE TEST PERIOD UNTIL ALL PANS ARE SATISFACTORILY OPERATING. THE TEST 90" BE EXTENDED UNTIL A MINIMON O 72 HORS CWTINWS SATISFACTORY PERFORWCE OF THE ENTIRE 14TCCRATEO ' SYSTEM HAS BEEN DEMONSTRATED. THE DEMONSTRATION BY THE CONTRACTOR TO THE ENGINEER OF ALL COMPGO"TS FUNCTIONING PROPERLY 94ALL NOY RELIEVE THE CONTRACTOR O ANY RESPONSIBILITY RELATIVE TO , THE PRO" FUNCTIONING O ALL AFOHESTA7ED COTRDL GEAR MEN FIELD INSTALLED. 9-29.13(7)8 AUXILIARY EQUIPMENT FOR TRAFFIC ACTUATED CONTROLLERS (REPLACEMENT SECTION) POWER SWITpEb ' THE SHALL BE A MAIN POWER SNITCH INSIDE THE CABINET THAT SMALL RENDER ALL CONTROL EQRIPMENT t E-ECTRICALY DEAD MEN TURNED OF. THERE SHALL BE A CONTROLLER POWER SNITCH THAT SHALL AENDER THE CONTROLLER AND LOAD SNITCHING DEVICES ELECTRICALLY DEAD WILE MAINTAINING FLASHING OPERATION FOR PURPOSES O CHARGING CONTRULLEAS O LOAD SWITCHING DEVICES. , S-0iWAentAl SR¢SFiatitw (MY 01/27l86) Page 56 9-29.15(7)B COTINED STOP TIME BYPASS SWITCM HERE SMALL BE A SWITCH IN THE CABINET IDENTIFIED AS THE STOP TINE BYPASS SWITCH. IF THE INTERSECTION IS RAM 11, PUSHING OPERATION EITHER BY THE "GH SWITCH OR iHE FAIL SAFE MONITOR, ' TE CONTROLLER SMALL INEDIATELY STOP TIME. THE STOP TIME BYPASS SWITCH SMALL REMOVE STOP TIME FRCM THE CONTROLLER AND PERMIT NORMAL MING OPERATION WHILE THE INTERSECTION REMAINS IN FLASHING OPERATION. OVECTOR TEST SWATCH EACH YEMIC.E AND PEOESTRIO NASE SMALL HAVE A MOMENTARY (SPRING RETURN) DETECTOR TEST SWITCH. WHEN DEPRESSED, THE SWITCH WALL PLACE A CALL ON ITS RESPECTIVE SIGAL PHASE. CONVENIENCE MTLET AMC LAW SOCKET ' A CONVENIENCE CUTLET PROTECTED WITH A GROUND FAIL' INTEARUPTER AND AN INf,ANOESCENT LAMP SDCCMET SAL, BE PPNISEC IN THE MAIN CABINET, A DOOR SWITCH FOR THE LAMP SHALL BE PROVIDED. THIS CIRCUIT BALL BE PROTECTED BY A CIRCUIT BREAKER RATED AT 20 AMPS. FAR. SAFE UNIT ' THE FAIL SAFE UNIT SMALL MONITOR BOTH THE POSITIVE AIO NEGATIVE PORTIP6 OF THE A.-. SINE WAVE FOR ALL OPEEN, AMBER AND PEDESTRIAN WALM INDICATIONS. THE ORATION OF A DISHY OF CONFLICTING INDICATIOLS SMALL NOT BE LOG DO" TO BE VISIBLE TO MOTORISTS OR PEDESTRIANS BEFORE THE MONITOR ' INITIATES FLASHING OPERATION. THERE SMALL HE A VISUAL INDICATION THAT THE MONITOR HAS PREEMPTED NOIWIL OPERATION. ' SARIE PROTECTOR MOLTING ARRESTER) THE CONTROLLER SAL. HAVE AN INPUT VOLTAGE SURGE PROTECTOR THAT BALL PROTECT THE CONTROLLER IWUT FROM ANY VOLTAGE SURGES THAT COLD DAMAGE THE CONTROLLER OR My O ITS COMPONENTS. FIELD WIPING TERM;NAL ' THERE SKILL BE A TERMINAL STRIP FOR FIELD MIRING IN THE CONTROLLER CABINET. THE TERMINALS SCULL BE NUMBERED IN ACCORDANCE WITH THE SCHEMATIC WIRING DIAGRAM ON THE PLANS, IF A DIFFERENT MUHRING SYSTEM 15 USED FOR THE CABINET MIRING , THRDI BON MAWS SHALL LABEL EACH TERMINAL MO ' THE CABINET WIRING SCEWITIC DRAWINGS SMALL INC-WE THE FIELD WIRING NUMBERS WERE THE TERMINAL STRIP IS ILLUSTRATED. A COMMON BUS BAR WIN A MINIMUM O 15 TERMINALS AND A GROUND BAR WITH A MINIMUM OF 6 TERMINALS SHALL BE PROVIDED. ' COPUTER INTERFACE UNIT INTERFACE COMMUNICATION DEVICES SALI. BE DESIGNED AS SEPARATE UNITS OR AS MODULES THAT PLUG ' DIRECrLV INTO THE CO TROLLER CASE. THE COMMUNICATION DEVICES SMALL BE USFA FOR DN-LINE COMPUTER CONTROL OF THE INTERSECTION AND SMALL BE CAPABLE O TRANSMITTING ALL DETECTOR AND SIGNAL STATUS IKOWATION AID RECEIVING AID DECODING CCWAND INFORMATION FROM THE COMPLIER ALL IN COPOWANGE AND WITHIN THE CAPABILITY OF THE NLTISONIC MASTER COMPUTER UNIT ING THE INTERCONNECT CABLES. 1% THE EVENT OF LOSS OF SIGAL FROM THE WASTER COMLUER THE INTERFACE Cm ICATION DEVICE SMALL EMPLOY THE LATEST STATE-OF-ART EIGOOING/DECIDING, MULTIPLEXING TECHNOLOGIES IN ORDER TO POVIDE FOR TE 81-01RECTIONAL COMRICATION OF DATA 40 COWMND INFIMOTION BETWEEN THE WASTER COMPUTER ' 4D THE INTERSECTION. SN01WYent6G SPWc1TICAtions (RAY 01/I7106) Pop 57 9-29.15(7)O CONTROLLER CABINETS (REPLACEMENT SECTION) ' EARN TRAFFIC CONTROLLER CABINET SHALL PROVIDE A WEATHERPROOF HOUSING AT VE THE FOLLOWING ' REWIREtEMS: 1. CONSTRUCTION SMALL BE OF SHEET STEEL. 2. THE CMIET SHALL CONTAIN SHELVING, BRADETS, RACKS, ETC. TO SUPPORT THE CONTROLLER AD ALL t AUXILIARY EQUIPMENT. 5. THE CABINET SHALL BE OF AM90ATE SIZE TO M OMMY HOUSE TIE MIMLLER AID ALL AAUILIW EQUIPMENT AD ANY REQUIRED APPLRYENMNLES, ' A. T,E CABINET SWILL HAVE A FILTERED AIR INTAKE AND A VENT FAN, THE AIR INTAE FILTER SMALL BE CAPABLE OF IMPEDING FOREi:IN BODIES, SUCH AS DUST, LINT, ETC. THE WENT FAN SHALL BE IN THE TOP OF THE CABINET AND THERMOSTATICALLY OSTATICALLY CNTAOLLED. 5. THE CABINET DOOR SHALL BE PRDVIOED WITH THE FOLLOWING: A. THE MAIN DOOR OF THE CABINET SMALL INCLUDE A TWO POSITION BAR STOP AD SMALL BE SECURED ' WITH A C(RBIN TYPE 2 LOCK. THE MAIN DOOR 94ALL ALSO CONTAIN A POLICE DOOR WITH A COYENTIONAL POLICE LOCK. INSIDE THE POLICE PANEL THERE SMALL BE A SIGNAL ON-ffF SWITCH POCK SMALL PROHIBIT ANY SIGNAL DISPLAY IN THE FIELD BUT WILL ALLOW THE CONTROL ' EQUIPMENT TO OPERATE WHEN PLACED IN THE -OFF' POSITION. A SECOND SWITCH SMALL BE THE WTOSLA94 SWITCH. WHEN PLACED IN THE `FLASH POSITION, CONTROLLER POWER 94ALL REMAIN ON AND COMMLER SHO L STOP TIME DEPENDENT ON SWITCH SETTING ON THE AUXILIARY PANEL DESCRIBED LATER. W. THE GAINET 94ALL MYE A METAL ETCH PRIMER COAT UNDER THE FINISH MAY. THE FINISH PAINT COAT 94ALL BE A DURABLE ALUMINUM OI HAWERTOE GRAY, ON SIMILAR IN COLOR, CAPABLE OF PREVENTING RUST FOR A MINIMM OF FIVE (5) YEARS. ' C. BOTH DOORS (MIN AND POLICE PANEL) 94ALL HAVE (NNE-PI E MEATHER49W NEOPRENE GASKETS. 9-29.15 FLASHING BEACON CONTROL - DELETE ' 9-29.16 VEHICULAR SIGAL HEADS (REPLACEMENT SECTION) VEHICULAR 5104AL HEADS SMALL HAVE THE LENS SIZES AS SHONM ON THE S1ONN_ PLANS. VEHICULAR SIGN: ' HEAD HOUSINGS SHALL CONSIST OF SEPARATE SECTIONS AND BE EXPANDABLE TYPE FOR VENfICAL MOUNTING,. LENS SHALL BE GLASS AND MEET I.T.E. SPECIFICATIONS FOR LIC7 OUTPUT, 949.16(2)A OPTICAL LN.TS (REPLACEMENT SECTION) ' NE HEAD OPTICAL ,.NIPS BALL CONSIST OF 406, REFLECTORS, LAP HOLDERS, AND TRAFFIC SIGNAL LAPS , VISIBLE TO THE TRAFFIC BEING CONTROLLED AT DISTANCES FROM 10 FEET TO 500 FEET UNDER ALL LIGHT AND TRAFFIC CONDITIONS EXCEPT 006E FOG. ALL B INN CONVENTIONAL HEWS SHALL EMPLOY 67 OR 0 WATT TRAFFIC SIGNAL LAPS RATED FOR 150 VJ.T OFV%ATION, 595 MINIMM INITIAL LESES, 665 MINIMUM INITIAL L:AEAS, 8000 MR. RATED LIFE, 2 7116 INCH L124T CENTER LENGTH, A-21 BAR, NEOIW BASE, CLEAR IN ' COLOR. TWELVE INCH CW4DUIOA. HEMS SHALL BE FLRNISED WITH 165 WATT TRAFFIC SIGNAL LAPS RATED FOR 150 VOLT OPERATION, 1750 MINIMUM INITIAL LUMENS, 0000 MR RATED LIFE, 5 INCH L10IT CENTER LENGTH, 0-25 BULB, MEDIUM BASE, CLEAR IN COLOR. ALL GABS SMALL BE INSTALLED WITH THE FILAMENT ' OPENING POINTED UP. ALL S10AL LENSES SHALL BE OF THE COLOR. SIZE AND 90PL AS INDICATED ON THE CONTRACT PLANS AND ' SPECIFICATIONS, THE LEAP DESIGN SHALL GIVE A, OUTWARD AND DGWNIPM DISTRIBUTION O' LIGHT WITH A NININ N ABM THE HORIZONTAL. THE LENS 94ALL BE GLASS AND SMALL FIT IN TO A NEOPRENE GASKET IN SUCH A WAY TO RENDER THE INTERIOR OF THE LENS AO REFLECTOR WEAT!ERPg00 AD OUST-TIGHT. THE REFLECTOR SAIL BE ONE PIECE, A.ZEK ALUMINUM CGNFMMING TO I.T.E. STANDARDS. THE OPTICAL UNIT ' 90LL BE DESIGNED TO PAEYEN! WHY O&ECTIOABIE REFLECTION OF THE SIM'S RAYS EVEN AT TIMES OF THE DAY WHEN THE SW MY SHINE DIRECTLY INTO THE LENS. SNPl~tAl SRWc1Y1CAtlms (ROY 01127186) PWOe 56 ' ' 9-29,16(2)E PAINTING S104PL HEADS (REPLACEMENT SECTION) SIGNAL HEADS, UdUDING OUTSIDE IF VISORS AND BACK OF 11" PLUIES SHALL BE FINISHED WITH TOAD COATS OF FACTORY-APPLIED TRAFFIC SIGNAL YELLOW BAKED ENPIEL, THE INSIDE OF THE VISORS AM FRONT OF BACK PLATES SMALL RE FINISHED WITH TWO COATS OF FACTORY-APP TED FLAT BLACK ENAMEL. ' 9-29.16(3) WQ,'ARBONATE TRAFFIC SIGAL HEADS - OE-TE 9-29.16(3)A B INOH POLYCNRBONATE TRAFFIC SIGNAL HEADS - DELETE 9-29.16 I B 12 INCH POLYCNHBOATE TRAFFIC SIGNAL HEADS - DELETE -19.17 SIGNAL HEAD MONTING BRACKETS AND FITTINGS (REPIACflENT SECTION) V1;HICLE AND PEDESTRIAN NEAR WW%NTING HRDWARE SMALL BE AS INDICATED ON THE CONTRACT PLANS RD DETAIL WETS. ALL MOUNTING HARDWARE SHALL BE PAINTED WITH TWO COATS OF FACTORY APPLIED TRAFFIC ■ SIGAL YELLOW BAKED ENAMEL. i! 9-29.18 VEHICLE DETECTOR (REPLACEMENT SECTION) 1 DETECTORS SHALL BE USED FOR ACTUATION OF TRAFFIC ACTUATED CONTROLLERS AND SYSTEM DETECTION OPERATION. CETEC70RS SHALL BE EITHER AAGETOETFR TYPE, INC CTION LOOP TYPE, OR OTHER TYPES AS SPECIFIED IN THE CONTRACT. ' 9-29.20 PEDESTRIAN SIGNAL (REPLACE ENT SECTION) ' PEDESTRIAN SIGNAL HEADS SHALL BE THE NEON GRID TYPE, OR OTHER TYPES AS SPECIFIED IN THE CONTRACT. THE HEADS SHALL DISPLAY TWO SYMBOL MESSALFS, "HYPO" (FOR THE OD NOT WALK NODE) IN PORTLAND ORANGE All "MAN" (FOR THE WALK HUGE) IN LUNAR WHITE. THE MESSAGE NOBLE SMALL CONSIST OF 'WO NEON GAS TUBES ENCLOSED IN A HOUSING WAGE OF PILYCARBGATE PLASTIC, THE LENS MATERIAL SHALL BE ' POLYCARSONATE PLASTIC. HOUSINGS SHALL BE DIE CAST ALUMNA AND SHALL BE PAINTED WITH TWO COATS OF FACTORY APPLIED TRAFFIC SIGNAL YELLOW BAKED ENAMEL. THE VISORS SHALL BE FLAT BLACK IN COLOR. 9-29.20(2) NEON GRID TYPE (REPLACEMENT SECTION) ALL NEON GRID HEADS SMALL BE EQUIPPED WITH Z-CRATE TYPE VISORS MADE OF PO.YCARIONA7E PLASTIC t DESIGNED TO ELIMINATE SUN PAXTON. THE MESSAGE MODULE SMALL BE PROVIDED WITH ELECTRICAL CONTACTS WHICH PLUG DIRECTLY INTO RECESSED CONTACTS IN THE TRANSFORMER EN0.0SRE WHEN THE MODULE 15 IN .TS PROPER POSITION, THE POWER SUPPLY TO OPERATE THE MESSAGE MODLE SHALL BE 115 VAC WITH THE "HAND" SYMBOL OPERATING ON A 45 WATT MAX, AND THE "MAN" SYMBOL OPERATING ON A 38 WATT MAX, 9-29.21 FLASHING BEACON . OELE'E 9-29.24 SERVICE CABINETS (REPLACEMENT SECTION) THE SIGNAL/STREET LIGHTING SERVICE CABINET SHALL BE AS INDICATED ON THE CONTRACT PLANS AND DETAIL ' SEEPS. ALL ELECTRICAL CONDUCTORS, BUSS RAPS AMC) CONDUCTOR TERMINALS SMALL BE COPPER OR BASS. THE CABINET SHALL BE FABRICATED FROM GALVANIZED COLD ROLLED SHEET STEP , WITH 12 GAUGE USED FOR EXTERIOR SURFACES AND 14 GAUGE FOR INTERIOR PANELS, DOOR MINCES SHALL THE CONTINUOUS CONCEALED PIANO TYPE AND NO SCREWS, RIVETS OR BOLTS SHALL BE VISIBLE OUTSIDE THE ENCLOSAE. THE CABINET ' BOOR SHALL BE FITTED FOR A BEST INTERNAL CX TYPE LOOK. THE CABINET SMALL HAVE VENTILATION LOUVERS ON THE LOWER APO UPPER SIDES COMPLETE WITH SCREENS, FILTERS AND NAVE RAIN TIGHT GASKETS. THE CABINET DOOR SMALL HAVE A ONE PIECE WEATHER PROOF NEOPRENE GASKET, supl MAPtal SAaclFlcatlon (Rev O1.'27/86) Page 59 9-29.24(l) PAINTING (REPLACEMENT SECTION) ' THE FIN194 COAT 94ALL BE A FACTORY BRIRO ON EWNIEL LIDO GREY 1N COLOR. THE GALVANIZED SURFACE ' 9ALL BE ETCHED BEFORE THE BAKED ON DOWEL IS APPLIED. THE INTERIOR 90LL BE GIVEN A FINISH COAT OF EXTERIOR GRADE T WHITE AETAL ENAMEL, 9-29.24(2) ELECTRICAL CIRMT BREAKERS AND WNTAC'ONS (REPLACEMENT SECTION) ' THE ELECTRICAL CIRCUIT BREAKERS AND CONIACTORS SHALL BE AS INDICATED ON THE CONTRACT PUNS Ala?DETAIL SHEETS. THE FOLLOWING EQUIPMENT SHALL BE FEATURED WITHIN _ ` CABINET: , 1. Main Circuit Breaker 2. Sr@nCh circuit breakers ' 3. D.tlity plug (120 Volt-20 AMP rated) C.F.I. TYPE A. Ligrt control test switch (120 volt-15 aq) 5. Contector relay for each circuit 6. Double pole branch breaker (s) for lighting circuits (240 volt) , T. One :ZO volt, 20 asp single 1,010 branch breaker (for utility Plugs) B. Type 3-single phase 120/240 Volt grourded neutral service 9. One 120 volt 10 AMP single pole branch bm&er (signal service) ' 10. Cmpleta provisions for 16 breaker Poles 11. Mm plates Phenolic black with white engraving except the %in breaker which shall be rec with white lettering. All heas Plates shell be Attached by S.S. screws. , 12. Meter base sections are unnAPeswy 9-29.25 AMPLIFIER TRWLVWMM AND TERMINAL CABINETS (REPLAr..£IENT SECTION) THE POLE MOUNTED t NDiAL BOX SHALL BE MADE OF ROLM FIBEACLASS, BE OEY IN COLOR, BE ,APPROXIMATELY 10' HIG1 x a- WIDE x a• DEEP AND HAVE A MINIMUM OF 16 TERMINALS ON THE TER41RA.BLOCKS. THE RQX 94ALL BE WEATHER TIGHT, HAVE A SINGLE DOOR WITH CON7IMLDIS HINGE DM ONE SIDE HARDWARE ANp 'SCREW HOLD OORALS ON THE DOOR LOCKING SIDE. ALL WELL BE STAINMS STEEL, 9-30JA DUCTILE IRON PIPE (PARTIAL RMACEWw SECTION) PARAGRAPH 1: REPLACE 'CLASS 53 and CLASS 50" WITH 'CLASS 52" 9-30.3A GATE VALVES (PARTIAL REPLACEMENT SECT1 N) ' REPLACE PARAGRAPH 1 WITH; VALVES SHALL BE DESIGNED FOR A MINIMUM WATER ORATING PRESSLRE OF 200 PSI. CATE VALVES SMALL t BE IOW LIST 14, MELLER COMPANY No. A2380, PACIFIC STATES, U.S. METROPOLITAN, WE1aEDy, OR WWI. AP 9OVAL OF VALVES OTHER THAN MODELS SPECIFIED SHALL BE OBTAINED PRIOR TO BID OPENING. ALL GATE VALVES LESS THAN 12- IN DIAMETER SHALL INCLUDE AN 8" x 24• CAST IRON GATE VALVE BDx 'AND EXTENSIONS, AS REQUIRED. ALL Ir DIAMETER AND LARGER GATE VALVES SHALL BE INSTALLED IN A VAULT. SEE WATER STANDARD DETAIL FOR :2• GATE VALVE ASSEMBLY VAULT AND I- BYPASS INSTALLATION. 9-30.3E VALVE MARKER A�DSTS (PARTIAL REPLACEMENT SECTION) REPLACE PARAGRAPH 1 WITH: VALVE MAb(FA POSTS 9ALL BE INSTALLED AT THE DISCETION OF THE CITY IN THOSE UNPAVED AREAS MERE THE TOP OF THE VALVE BOX COULD BE COVERED By NEEDS, SM"S, BARK OR OTHER MATERIAL'>. THE VALVE MARKERS 9ALL BE FABRICATED ANO INSTALLED IN CONFORMANCE WI1 THE SiA+DARD DRAW1.LZ, SuPI~tal Specifications ' (Rev 01!27,'86) Page 60 t9-50.5 HYDRANTS (REPLACEMENT SECTION) ' FIRE HYDRANTS SHALL BE IOWA, OR APPROVED EpJAL. APPROVAL MAT BE OBTAINED PRIOR TO BIO OPENING. 9-50.5A END CONNECTIONS (REPLACE1Ort SECTION) ' HYDRANTS 94ALL BE CONSTRUCTED WITH MECHANICAL ]DINT CC•-ECTION UNLESS OTHERWISE SPECIFIED IN BID PRDOSAL DESCRIPTION. 9-30.5E MRIRMR DIMENSIONS (PARTIAL REPLACEMENT SECTION) REFACE FARAGRAPH 1 WITH: t FIRE HYDRANTS SHALL. BE COEY TYPE (OPENING WITH THE PRFSSAE) COFORMIN, TO AM C-504-M WITH A 6 INCH INLET AM A M.V.O. OF 5 INCHES, TWC 2 1/2 INCH AROSE NOZZLES WITH NATIONAL STARGARO 7 l/. THREADS PER INL1H AND ONE A INCH POPPER NOZZLE WITH THE NEW SEATTLE PATTERN 6 THREADS PER 1`134, 60 DEGEES V. TREADS, O.C. -HREAD 4.875 AND ROOT DIAMETER 4.6263, 1-1/4• PENTAGON OPERATING NIT OPENED BY TURNING COUNTER CLOCKWISE (LEFT). FIRE HYDRANTS SHALL BE IOWA OR APPROVED EQUAL. APPROVAL MST BE OBTAINED PRIOR TO BID OPENMG. 1 9-50.79(1) FOUNDATION MATERIAL CLASS A AND CLASS B (PARTIAL REPLACEMENT SECTION) PARAGRAPH 1, RETALACF 1ST SENTENCE WITH: t FOUNDATION MATERIAL CLASS A AND CLASS B SNRLL BE CRUSED CP441AR MATERIAL AND SHAD CONFORM TO THE FOLLOWING GRADATIOS MEN TESTED IN ACCORDANCE WITH ASTM 0422. ' 9-30.7(9)2 FOAOATION MATERIAL CLASS C - DELETE 1 ,y■ i swleee,tal SPacllicatto MAY 01/27/86) Page 61 SPECIAL PROVISIONS CITY OF RENTON Niter Project W - 709 a- P.R.V. Stations At S 23­ St and - «.tuck Ave S SPECIAL PROVISIONS ' 1-35 CONTROL OF WORK t1-05.5(1) CONSTRUCTION STAKING (SUPPLEMENTAL SECTION) Construction staking Shall be provided by the City. 1-07 LEGAL RELATIONS AND RESPOW51BILITIES TO THE PUBLIC 1-07.1E PROTECTION AN, RESTORATION OF PROP ERt (SUPPLEMENTAL SECTION) ' Private property such as lawns, plants, shrubs, trees, fences, and rockeries within the public right-of-way shall be removed and restored to the satisfaction of the property owner. It shall be the contractors ' responsibility to notify each property owner when It Is necessary to remove such Improvements to facilitate the contractors progress, and to remove those improvements to locations requested by the property Owner Or to restore them In their original location In es near original condition ' as possible. Such removal and restoration shall be considered Incidental to the project and no further compensation will be made. 7.05 MANHOLES GRATE INLETS DROP INLETS AMU CATCH BASINS ' 7-05.5 PAYMENT (REPLA_•'ENT SECTION The Old Stem `Catch Basin Type I, Complete,- shall be full compensation for all labor, materials and equipment required to Install the Type I Catch Basin, tapping saedle, connection pipe and adjustment to grade. 7-17 VALVES FOR WATER MAINS ' 7-12.2 MATERIALS (SUPPLEMENTAL SECTION) Butterfly valves Butterfly valves shall be "Dresser 450 AwWA- with hand Where operation, or approved equal. t 7-12.2 (CONTINUED) ' Pressure Relief Valve Pressure relief valve sh-.11 be an Iron Body Globe Valve, Clayton Series 50 or approved equal. ePressure Reducing Valves Pressure reducing valves shall be Iron Body Globe valves, Clayton ' Series 90.01 oI approved equal. Concrete Vaults Concrete vaults shall be precast concrete consisting of a base ' section 518' x 11'2" with a trench drain trough and A 6" slab top with 3-3'x3' diamond plate locatle doors with recessed handles, all as manufactured by Renton Concrete Products or approved equal. ' 7.12.3 CONSTRUCTION DETAILS (SUPPLEMENTAL SECTION) ' PRV VAULT Pipe supports shall be approximately B" to 10" square. They shall be concrete block or poured-in-place concrete construction. ' The vault shall contain one ladder constructed of galvanized steel. A detail plan of location construction shall be submitted to City prior to Installation. The exterior of the vault Shall be Sealed with two coats of Koppers BitumastiC NO. 300-M, or approved equal. ' The interior walls and telling of the vault shall be painted with two coats of Koppers Sumac Utility Enamel Flat, Or approved equal. The floor shall not be pointed. ' The piping and equipeent In the vault shall be given a complete field coat of Inertol Rust Penetrating Pilmer No. 671 or approved ' equal. Two finlsh coats of Torex Bog Enamel, or approved equal, Shall be applied over the field coated primer. Pressure gauges shall be provided on both Inlet and outlet pipes in the PRV vault. Secondary gauges shall be mounted on the telling in easy view to be read rc.m outside the vault. Gauges shall read from 0-300 psi. Gauge Installation shall include petcock and drain ' between pipe and gauge. The Vault drain shall be piped to the storm drain catch basin as ' shown on the plans. Cut 3" thick x 5' wide ethefoam 220 or equal to a length necessary to fit the size of pipe installed and compressed into place. The ' contractor shall make sure the foam is compacted tightly between Pipe and vault wall with no voidS. Lightly grout interior around pipe. VkYMENT (SUPPLEMENTAL SECTION The bid item "PRV Station, In Vault complete," per each shall be full ' compensation for all labor, materials and equipment required to Install the PRV Station AS detailed on the plans and in the Specifications. ' SUPplementvl Specifications Page 2 STANDARD DRAWINGS 1 GENERAL MISCELLANEOUS DETAILS VALVE OPERATING NUT EXTENSION DETAIL l 1/)1eiY lIK'I• KE "SAIL— --�� 1 l t[K1 n KW I4' la•m. I.W Mi.1 3!f!lI.IP9'_tS?PllP clt J�LA.Nl ttN. ' ttRKl}l W p^}+I4"Ma}f WUI L f 044 Nb LK nll NSW Idla[L HNI. I\pK1"W N N.IINIM M W!ll l reef lW{.l4r M bN9M ro 1' Nf IM Nn Wl V•' N Vlm M xln. ' K^( 4t IpfRldl W NRYW tl 1t111 41tte e51p4p.K NIMe Ill r• m(Wndwtal Ynn(uNo on,) GENERAL NOTES THAT n.tea:.lrlrolcNni?.MIn NrN w_ SHOULD BE ON ALL WATER PLAN SETS t4l.ILNi9.'3S I aMUNYMIrsrc♦.nnMtuWn.W VA. VE MARKER POST ar lYrl♦e��.r N.tm wn+q NN.wt wt Iy Ina«lu.�•.•i. M axN•F yN mod... } wl I. 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' IMrwrr IM' WATER STANDARD DETAIL CITY OF RENTON ' DEPARTMENT OF PUBLIC WORKS ..N•N,., ..».rN.lCl,[Yrt.,l wN.Cf. i� wn Hwuw � T l j � r \h IN,r.RwHw:Y WINC r . �° � � I:Ri.wan•r\r •tIt\n n r,Wuuu Y (uN Wnrtt W!1 N \ rrlVnr n f N YMr M` PLAN ELEVATION ' FIRE HYDRANT GUARD POSTS Ib uH ra' n.. .s�.nn r1Y nYYt rR.re rV s.,rle N Irr, rn[!Nn\tUr rw.rNN INN 1"wlrrrlM X'n Ile nn trru N•'rX e rr••IC MnF. M 11 W t111fIC,r Nf MIIW ,YYXO Mw. •' rWX{®IC,IY C�.r n N•rtt, ,wr{W.w 1 !(YrYyr WYRN wr rM..MM, N r Mrn,e nF M eqn I MRNr •rfurtrN •I'IN. r.Rw,ryy .'.p.XrNpn1 CM1Y ' w CUT • .rwX ts.ut,.Y 4 ro Rft Nuw• n No C ' •rwa rH uvrY 1 � _'olRwn hnn Yt .y fYCYN hpC5r4—•L • ttYN 4X\ M.MCi I �Y IrnM I'0 `I< Ax1r1t :lytr. V ',�_J aar•.riar`i wl«r:� 'a,: . . corMe. —1 _J FIRE HYDRANT ASSEMBLY / F ILL FOIE NYORANT LOCATION IN CUT OR FILL WATER STANDARD DETAIL CITY OF RENTON DEPARTMENT OF PUBLIC WORKS ... ' CONCRETE FLOCKING SIZING PROCEDURE �.'. .., CAP ` • tr•x.NNMN..I~YWN N M NN Iw.'r.rllw N4.N. ' .^N.N h.rY•.'r.N t.Mr 1� v.r•r.N N rx II rr•Y;iN1��I 'N.fW M��'1W-.xW\rY � 11a 11 PM,r •N^,'•n' •,w Mew,t \J V .Mw•x.Nr. Na;IY r.Mr.^I...ir...M�• I /S•KMO \ rT ,• .Na.•.a fr< rM I. �l ' y .x..�vNNr✓�w m.a�Iun.. r YYY lq•[I }st �\ T f` I tiM. 4' x 11,. FEND 10' BEND FIGURE I •.....tN..N.a1.Eyr.G',..-I�'{'..'r��f.'t�i'tc win N•....,na•V•—�T '' rwrz rw C l YERT : 9EKs e{aaev WMIVN rvMD�.• al.gaw.r YC YYIG 5}I.•IGYY 0.1N NO 11 ' ; Ya e•\w.wN wn.�pM. u l uar. r:. rwe. �. . CABLE I .r.Nn N 1un\t Na.ly1• Y 1. Yr"N.w/e M Iw.uu IY N 1.YwIN.•xrw..Ny• .OJIM 1 p \Y^fW A. r... .0,1..41.I N1N qU •. µ' li:uT p.11Nf • pN p`I pN NN .wnu•.N•rN a nw. V q 1.1Y J l._f t N N 1 .1r?.w N!s N l+'Nr r•• uu..aN�.•.r••r r 1 q .•Lq fN _I ! 1 Il 41x .n u,awp Nr. i.�..•:.r..'.IYNwM�Y t h.y.N..Y .. N �• Ilt p.N1 A)I] q N4 I N \.1P 1 w..ns fN IIJA 1 M 111f1 1 iN 61 •.rN.�1.lY w� -N M.iN p M •pl 11 f.lN Mw.N NM•..N Y Nw�f N le..)OV 4.O.l{r. �,, Ilf \4.H0 N.xf N 4 i 1 0 I.YN e Nw M•xtiN Y.,NN•t q w�.N M Ix. Y•uq 1 IxWN�,y r, N•,�•, • I M q tl N f1 w t x u.i10 t 1 ll• .w uwn r. rr+.ru x q Y_M• M \I lx t 1tn_ y.W y..rr 1 q N. c N•x xP� l M� .} Y t .q IT Im ffi Nf �x1.•M I+n a��rr rv�M�•.Nr. . �•r.a M \i 1N MIN �e1 X \ �.� ' .,gar a. ��. a•11N �.. TABLE 2,,Y ,. �r wN�M"a..pk\v�yl.1lCLf�='y"-.i.).. � y•,h N<Nw�1�N ,• .r�v,Mau r.re..eo. �N1 .Nr ty«:a .to hN. •• Y,lYi t•N • Nr1 YIY�N.ND .y.•, aNM N. 1 . WATER STANDARD DETAIL CITY OF RENTON ' DEPARTMENT OF PUBLIC WORKS •^-•••^• h^ v• b n'+bl••7bNn<o�.w p S • � it 6 - lr bD r` <1 •1 s r. 1 1 • • jpp 1 1 1 • 1 '��YnBca•Bw9e♦ �Vl Wol VO S Yve �Va 1 to y \ •1 0 17) 50 1 7UU •-, ,r � � .w 1 4 'c= � 1 STANDARD DETAIL FOR BLOCKING OF CONVEX VERTICAL BEND TIE ROD SELECTION TAIL[ t uN .rP•• w N wY.. wwlY P M r r r LIM w r r Lft yr ow \• s n.w N to Y.H] w.. r w r.W yY. yr. M tN Y,M yy. yr I' IY tN.yl M. ]1 tr lN.M1 M. Nwl: 1 Htlt N1 tH W11Wt YM YY.�Y11 ttYYNY Y.W n� t M rtt lYl1 MI YIrNy-{qNl NYYt.rn n tltlt M Mt t nl 1M N W Hl.agrw Y^ 1 HInIN M WHN w.HH Mt M ni qt iM[AP 4W t Y WIIHHY q tyH.rl M1.tWl N M.rY to.ot wnt w wtYrn.Y Y.no.�yl(YrAw ' tIIY.rS uOYnn W.. q ur.� i P• ¢.nw u t fial(!t(Mt.rltgtltrYtl[Y.WVY P l YI Wtwa,M u5 1 tlirwl ItY ly.gt(P.nynN. t YM1t iMIW w P l{Yt \M1HY[WOM s M I W. ' usa 4 I � 44 M CAST ON LOGS TIE BOLT RETAINER CLAMP ' FIRE HYDRANT AND GATE VALVE TIE ROD ATTACHMENTS WATER STANDARD DETAIL CITY OF RENTON ' DEPARTMENT OF PUBLIC WORKS .�.La. .. - ' DECHLORINATION TREATMENT PROCESS "KWNT OF C EWAES REOVAM twPw Al.ei..mo.r`q'ae� °�ava.ss°.a.,taw,pb.a.e wkr.a.Wer�vb e,�.Sul *wu.0 aaa bou°a °1"^"•xm'sxo+.,w b...'.a M*"d V+a-e.r a sme aa. TABLE 7 fro...-r,,e aw.+p apeaw eWao�r,N�,.,,,.,a„sa E....rpm axwaww O.°nrr Scevn Ce.a,°a,b, TnwE'.e 9oe soar 1^4lb pbnl ybW � 6YY1.M Wrbni EI.a,4u.s.wa..a.aa.wm�awaaw.«b„ anarr a.a s+swa a aaaab.an+e a Wava.,,.u°„ .anba OPN b YYIb e.'..Y'rU mneU wn.e rMnw Mt a°'ab.rtr OYYM. APPUGTC E WsEEa LOCAL SUPPLIERS .a w u°W,a acnwMnn.u�,a a.ww°a m.c.a sa aw.w°.w,,.;,nvM.a aan.a.ns.bwW fPrYb. s'r'ww>.,e n°°pen ^.wre'nw.mwnr a.e.b:.a,..oa arnrr a.n.aea ssms ttxn ne a^as"o'^.e„c�.mrr ra.w,r sma a wwI ....w ra.pxaen�a utsam a cb.+.W.s,r+.pw .bbN.°P..'W.ewa anrrbWv aEb a'W...ear. x'�tanr+a.r+c +bane.b pba+o.s......m.am+Ewm Ta M.ae rea«.,.vW. a°"°b°'•+b wW..asa a•a..r.a.n wss,. I«°n,..w, rn.$77.mv cm.Yam.aa.GlbraeW aWM1aI a°n.°Lmnwllrl.°wo `M1,,,w.a.rle t.°'aaMaP4a.PW nMI e.C.Mbn+.em .al.IItI '.�b�b^«Ma t04apy.IaPg1i411H p«pt AT]NE BWN.y a.rble....V.Oa E.Eb.e. SYIIM YNI iM.�25ErAa LVpBj814 PROCESS RAW OYIOAAM; Leo, Ia wpIN1 L.� aYYVI.E�r CO�M.11.a ..Y'141uba �..W .U"WNIb �RI i II.'M IMhI � t I WATER STANDARD DETAIL CITY OF RENTON DEPARTMENT OF PUBLIC WORKS /K�r irlr J .M Yrw {w[Y+1 NH.�R f WrYn.�i PLAN a.N n uw w„w•m..sYwe .' N sf(IiY. YWY Y11 xv�r mm+e.n r WW�nllr .4 1-Y+y RN.NYM> Y'W.YNn li INN IYY.Y sIN4W..N1'I l..NMt YII\I ;'WMiN.�i I1N YNI.W�NR IRA N Iil ' ELEVATION t ' TEMPORARY 2' BLOW-OFF ASSEMBLY WATER STANDARD DETAIL ' M CITY OF RENTON DEPARTMENT OF PUBLIC WORKS u•*anll,un 1 ' AIM acwT�.x�n NDv.h�.Au..�i.�1�14iiY S}"yl.nRIF.KN nY MYN11(Ytr{�+K wRYNp.YFIK Yl'��FY p'YP.q NDIw KN.w uW.D eYtn'T nu}. IKDuw wrF t 4t nn an IIn�aD�n M[w,/KD/M IK[II m/ .d'WMnY�4 Ian Mn.YY n "Yn n W.Y tMt.. nl..\Kul {N WI�KX nd�tlO. �YJp <Datln am Yt.in ' Y}F IY\u�Y.IDDV' }/R }^IitMFY40 rltn tKlr �"101 1\DM �) Y}Il Yr. n\l tKrl r'WVYiNO�M l� .r\+YN[(.m 1 Dtr usx Fr:�z�+rrr•r+ + WW�rte� Yn wa.YYND tYDw W,�Y ewr\iX{snD re } yr Mf iYNYIW 1 A �D171y rY..q.}YlY 1 }h(! i - pn �iPriYt1Y}y Y1tY M.tY�X � }Y raD tX{ynD _T W. �.M'n10. r WwMitte�M � u[ r n IR tw�e wr YIrXD Y l�\n `� l Miw Wq�•Y MD 4}M'Y�w\1 [.f A Y ly/ tqµ n Ya111.t0 I" AIR 9 VACUUM RE,EASE VALVE ASSEMBLY 1 WATER STANDARD DETAIL + CITY OF RENTOPUBLIC PUBLI DEPARTMENT OF C WORKS .>.tra, ..•. Final Joint must be saw-cut Saw-Cut or line drill /2" min. Asphalt Existing Asphalt underlying concrete / Concrete Concrete Existing- -'---- ' Cement Concrete­` �6" 4r''1'' •=4% " min. Cement Concrete Conc. shall be Cl. B (3/4) - 6" min. Crushed Surfacing ' 3-Day Mix Air Entrained Top Course Portland Cem. Conc. Con- forming to Sect. 6-02.3. Compacted Select Trench Backfill EXISTING ASPHALT CONCRETE JVER CEMENT CONCRETE Final Joint Asphalt Concrete (3" min. ) ' must be saw-cut replacement patch to be " thicker than previously "" -- - - -� - - -- - -- existed. ' Existing Asphalt 6" Min. Crushed Surfacing Concrete Top Course ' Compacted Select Trench Backfill EXISTING ASPHALT COIIC RE TE OVER PREPARED GRADE rinal Joint must---, ,r-Cement Concrete (8" Min.) Replace- be saw-cut ment patch to be 1" thicker than ' previously existed. _�__ . _ _ •St iinA:�yti•• `l.S+,�, ��Vr fit\ .__ __ _ Existing Cement Concrete Pavement _6" Min. Crushed Surfacing ' lop Course Conc. shall be C1. B (3/4) - Compacted Select Trench 3-Day Mix Air Entrained Backfill Portland Ce,. Conc. Conforming to Sect. 6-02, 3. CXISTING CEMENT CONCRETE OVER PREPARED GRADE ' 1. See Sections 7-18 and 2-19 for Parching and Hackfilling Specifications. 2. All trenches in roadway areas shall be backfilled and patched with temporary asphalt at the end of each work day, unless permission is granted ' to do otherwis" by the City Engineer and City traffic Engineer. 3. All temporary patches on trenches shall be permanently patched within 7 weeks of com„letion of work within the roadway area. 4. Saw cuts on concrete paveme�its shall be made no more than one-half the depth of the existing slab. PAVEMENT PATCHING DETAILS 11-85 � � 1 OF FILE FILE TITLE WTP. Wamm7l)-g 4s pp om