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HomeMy WebLinkAboutTED4001896 PRO-1 N. ist fit . Improvements Burnett N to Park N-Sped. 1+ ~ •r 0 414 mmow BEGINNING OF FILE ryu / FILE TITIZ f I i e T- h V �n !31 . 3 : y i. I k AWARDED-- Contract NO.CAG— oc TO BID PROPOSAL a a SPECIFICATIONS FOR NO, 1ST STREET STREETIMPROVEMENTS BURNETT AVE. TO PARK AVE. CITY Of RENTON PUBLIC WORKS DEPARTMENT MUNICIPAL BUILDING, 200 MILL AVU 5. RENTON, W65N. 96055 • (106)275.2631 I AWARDED Contract No.CAG TO � Y + MAR IA BID PROPOSAL & SPECIFICATIONS FOR NO, 1ST STREET STREET IMPROVEMEN"rS BURNETT AVE. TO PARK AVE. fi �1 CITY OF RENTON PUBLIC WORKS DEPARTMENT MUNICIPAL BUILDING, 200 MILL AVE. S. RENTON, WASH. 98055 • (2061 235-2631 F I a AWARDED _Contract No.CAG wig III TO ♦ ° BID PROPOSAL & SPECIFICATIONS FOR NO, 1 ST STREET STREET IMPROVEMENTS BURNETT AVE. TO PARK AVE. i CITY OF RENTON PUBLIC WORKS DEPARTMENT MUNICIPAL EUILDING, 200 MILL AVE. S. RENTON, WASH. 96055 • (206)235-2631 1 L_ _I N`. ..".x 1 AWARDED Contract No.CAG D 14 TO BID PROPOSAL & SPECIFICATIONS FOR 1 V 1 NO, 1ST STREET STREETIMPROVEMENTS j BURNETT AVE. TO PARK AVE. h t a w CITY OF RENTON PUBLIC WORKS DEPARTMENT MUNICIPAL BUILDING, 200 Mitt AVE. S. RENTON. WASH. OBOSS • (2061 2 35-2631 ci Y l x r f'e e 1 CITY OF RENTON North Ist Street Burnett Avenue North to Park Avenue North Street Improvements INDEX Summary Of Fair Practices/Affirmative Action Program, City of Renton ScOpe of Murk Instructions to bidder Call for Bids *Certification by Proposed Contractor/Subcontractor/Supplier/re F. EEO *Certification of EEO Report •M1norlty and Womens Business Enterprise Participation -Certification of Bidder's Affirmative Action Plan -Combined Affidavit and Certification Form: Non-Collusion Antitrust Clalms Minimum Wage Form *Old Bond Form *Proposal *Schedule of Prices Bond to the City of Renton Contract Agree.xent EEO Compliance Report Sample Form and Instructions Hourly Minimum Wage Rates Environmental Regulation Listing Supplemental Provisions Special Provisions Standard Plsns Documents marked * above must be executed by the Contractor, President and Vice-President or Secretary if corporation by-laws per Alt. All pages must be signed. In the event another person has been duly authorized to execute contracts, m copy Of the corporation minutes establishing this authority must be attached to the bid document. City OF RENTON Public Works Oapt. Renton Washington 9a055 x a M . i *�. Y i EXHIBIT "A" CITY OF RENTON SUMMARY OF FAIR PRACTICES POLICY ADOPTED PY RESOLUTION NO. 2340 The policy of the City of Renton is to promote and afford equal treatment and service to all citizens and to assure equal employ- Rent opportunity to all persons rag ardzea. of race; creed; color; ethnicity; national origin; sex; the presence of a non-fob-related physical, sensory, or mental handicav; age; or marital statue. Fhis policy shall be based on the principles If equal employment opportunity and affirmative action, guideline a set forth in federal, state and local laws. All departments of the City of Renton shall adhere to the following guidelines: (1) EMPLOYMENT PRACTICE'S - All activities relating to es:ploy- ment sue as recruitment, selection, promotion, termination and training shall be conducted in a non-discriminatory manner. Personnel decisions wilt be based cn individual performance, staffing requirements, and in accordance with governing Civil Service Laws and the agreement ' between the City of Renton an.i the Washington State Council of County and City Employees. k: (21 COOPERATION WITH HUMAN RIGHTS ORGANIZATIONS - The City of enton gill cooperate fu ly with all organssatione and commis ions organizsd to promote fair practices and equal _♦ opportunity in employmert. (J) AFFIRMATIVE ICTION PROGRAM - The City of Renton Affirmative lion Program will be maintained to facilitate equitable representation within the City workforce and to assure equal employment opportunity to all. It shall be the `t responsibility and duty of all City official, and employees , to an rry out the policies, guidelines and corrective measures as set forth by this program. Corrective employment programs may be established by the Mayor or the recommendation of an Affirmative Action Committee for \) , those departments in which a protected class of employees y is under-represented. _ (A) CONTRACTORS' OBLIGATION - Can tracts re, subcontractors and Suppliers conducting business with the City of Renton shall affirm and eubeeribe to the Fair Practices and Non- Discrimination policies set forth by Law and in the Affirmative Action Program. Copies of this policy shall be distributed to all City employees, shall appear in all operational documentation of the City, including bid calla, and shall be prominently displayed in appropriate City .,,. facilities. CONCURRED IN by the City Council of the City of .Renton, Washington, •t} this god day of June 1980. CITY OF RENTON: RENTON CITY COUNCIL: 1 b%b&W SysMpl�y ��wa.r.✓ �/i.w,tsti. Mayor Council President Attsetl Issued, July 10, 1972 �N Q. iAa Revised: February 9, 1976 tY er Revised: June 2, 1980 S t r k+`.ti rY CITY OF RENTON North 1st Street Burnett Avenue North to Park Avenue North Street Improvement SCOPE OF WORK The work Involved under the terms of this contract document she. , ,a Tmll a" complete installation of the facilities as shown on the piers ar.� .r� tM Specifications; to include, out not be limited to, removal of e. 'itg roadway and Installing curb, gutter, sidewalks, storm drain, an. r,v aswa., paving, street lighting and landscaping. All work shall be IS se! fall-+ to the design drawings and specifications. Any contractor connected with this project shall comply with all Fe"fel, State, rmnty and City Codes or regulations applicable to such writ a" perform the work in accordance with the plans and Specifications of t1sls contract document. 1 M1, Y N. r, r , p fi t !t s � F 1 1 I NSTRUC110NS TO BIDDERS e. I Sealed bids for this proposal will be received by the City of 'Anton at the office of the Renton City Clerk, Renton City Nall, until 2:30 o'clock p.m., on the date spec lfied in the Call for Bids. At this time the bids will be publicly opened and read, after which the . bids will be considered and the award made as early as practicable. No proposal may be changed or withdrawn after the time set for receiving bids. Proposals shall be submitted on the forms attached hereto. 2. The work to be done Is shown on the plans. Quantities are understood to be only approxima te.. Final pp payment will be based on field measurement of h ( actual quantities and at the unit price bid. The City reserves the right . , to add or to eliminate portions of that work as deemed necessary. a - J. Plans may be examined and copies obtained at the Public Works Department Office. Bidders shall satisfy themselves as to the local conditions by tc,;Y` . ttE Inspection of the site. 4. The bid price for any item must include ,he performance of all work necessary for completion of that Item as described in the specifications. 5. The bid price shill be stated In terms of the units lndicated and as to a total amount. In the event of errors, the unit price bid will govern. Illegible figures w.11 invalidate the bid. 6. The right Is reserved to reject any and/or all bids and to wa" inform- elitists If it is deemed advantageous to the City to do so. 7. A certified check or satisfactory bid bond made payable without reservation to the Director of Finance of the City of Renton in an amount not less than 5E of the total amount of the bid shall accompany each bid proposal. Checks will be returned to unsuccessful bidders Immediately following the decision as to award of contract. The check of the successful bidder will be �.. returned provided he enters Into a contract and furnishes a satisfactory j performance bond covering the full amount of the work within ten days after receipt o4 notice of intention to award contract. Should he rail, or refuse to do so, the check shall be forfeited to the City of Renton as liquidated „ damage for such failure. B. All bids must be self-explanatory. Nu opportunity will be offered for oral explanation except as the City may request further Information on particular points. _ 11 9. The bidder shall, upon request, furnisl informs tlon to the :Ity 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 _ I y i t v City Of Rerton Call for Bids North lit Street Burnett Avenue North to Park Avenue North Street Improvements Sealed bids will be [ecelved until 2:50 p.m., Wed. MAY 27, 1987 at the City Clerks office and will be opened And publicly reed 1. the Ath floor conference room, Renton Municipal Building, 200 Mill Avenue South, NOTE: PPE-QUALIFICATION OF BIDDERS IS REQUIRED. To be considered for bid nerd, all prospective bidders shall submit a pte-Ruallficetlon .Ubmittal package t0 the City Clerks office no later then 2:00 p.m„ Wednesday, May 12. 1997, The pre-Aumllflcetion submittals mill be reviewed by the Engineer and the City staff for conformance with the criteria, and the experience and general capability of the proposed bidder t0 complete the work proposed. All submitting uartles will be notified by mall whether they have been approved to submit a bid on this project. The work to be perfOtmed within 75 wot'.Ing dmys from the date of Commencement undo: this COntract shall Include, but not be limited to: Street Improvement involving removal Of existing roadway, installation of Curb and gutter, sidewalks, storm drain, Sanitary sever extension, landscaping and street lighting. This work incluees but Is not limited to 1250 tons CL•B asphalt, 5500 L,F, curb and gutter, 1868 S.Y, concrete sidewalk, 1265 L.P. Of 12• storm drain, 951 I .F. sanitary sewer, and complete resturation as set fctth In the de, Ign drawings and specifications. The City resatvea the right to reject env MAO/or all bids and to waive any and/or all informalltle S. AppTOvOO plans and Specifications and form of contract documents may be obtained at the Public Works Deportoont office at the 4enton municipal Building for a non-refindable fee of 6 25.00 each set plus 6 5,00 to cover Postage. If mallod. A certi'ied check or bid bond In ina amount of five percent (SY) Of the total amount of each Old must Accompany each bid, The CItY's Fair Practices And Non-Discrimination m�,11,lles Small �aspp�ly. ta.�K.. ..SP /2"704-L+ Maxine E. My .,: City Clerk Publlshed; Record Chronicle: April 26, 1967 and May 50 1961 AcCt. 651226 Daily ;Outnal of Commerce: April 28, 1987 and May 5, 1987 sj I 't a Y'� �. �w> r CRITIPICATION EY PROPOSED CONTRACTOR, SUBCONTRACTOR AND SUPPLIER REGARDING [OUAL EMPLOYMENT OPPORTUNITY Name of Prime Contractor Jroject No.. INSTRUCTIONS This certification is required pursuant to Pederal Executive Order 11I46. The implementing rules and regulations provide that any bidder or prospective contractor, or any of their proposed subcontractor• and suppliers, shall state as an initial part of the bid or negotiations of the contract whether it has participated in any previous contract or subcontract subject to the equal opportunity clause: and, if so, whether it has filed all compliance reports due under applicable instructions. The City has heretofore adopted Resolution 2I10 under dab of June 2. 1910, amending a -Pair Practices 'plicy,` as implemented by an "Affirmative Action Program- therein amandinq the policy of the City of Renton to promote and afford equal treatment and service , - all citizens and to aasur,m equal employment opportunity baend on ability and fitness to all persons ren•rdleas of race, creed: color: ethnicity, national origin, sax: the presence of a non-job-related physical, sensory or mental handicap: age or marital status. This policy shall likewise apply to all contractors, subcontractors and suppliers conducting business with the City of Renton who in turn shall affirm and subscribe to said oracticos and policies. The aforementioned previsions shall not apply to contracts or subeenti acts for standard commercial suppliers or raw materials or time or organizations with less than eight employee or contracts of lose then $10.000 business per annum with the City. Men the Contractor/Subcontractor/Supplier (herarnafter referred to as the Contractor) is required by 11 the City of Renton to submit an Affirmative Action Plan, the minimum acceptable prrcentage of minority employment will be that percentage which is currently listed in 'Appendix I' (City of Renton Goals and Timetables) in the published City of Renton Affirmative Action Program, i.e. 9.1%. This Program is available for review at the Municipal Building. TW undersigned contractor therefore covenants, stipulates and agrees that during the perfotrance of tnia contract he will not discriminate against any person in hiring, promoting, diaehargirg, postman- sating or any other term or condition of employment, by reason of such person's status, reference the (11) categories listed in para. 2 above. 1 Contractor further agree that he will take afflrrative and continuous action to insure full compliance with such pol.cy and program in all respects: it being strictly understand and agreed that .'allure to comply with any of the terms of said provisions shall be and constitute a material breach or this contract. Contractor shall, upon request and/or as soon as pcss7ble rafter, furnish unto the City any and all j information and reports required by the City to determine whether full compliance has Wen made by the contractor with said policy and program and contractor will permit access to his books, records and accounts by the City for the purpose of investigation to &$certain such compliance. r .ractor further acknowledge that he has received a tTue and complete copy of the City's -Fair %.,ctices Policy.- Contract enti ices on T um r C[RTIrICATION BY: CONTRACTOR or SUB"ONTRACTOR or SUPPLIER NAME: — — — A0'1RCSS: REPRESENTATIVES: TITLE, PHONE: 1. to Opportunity Supplier has pvticlpa tee in a previous concoct or subcontract subject to the [qua) Opportunity Clauses Yea No I. Compliance reports wre required to be filed in connection with such contract or subcontract, Tee Nu ' I. Contractor/Subcontractor/Supplier has filed all compliance reports due under applicable instruction., _Yea No a. If answer to itos I is 'No% please explain in detail on reverse side of this certification. t j� CERTIFICATION: The information above is true and complete to the best of my knowledge and belief. I --Nome and Title of Signer (please type or print) Signature to Rsvi~ by City Authority: Bats: j _. ..ear aerw�rr a i { CERTIFICATION OF EQUAL FtiPLOYMENT OPPOR-UNITY REPORT Certification with regard to the Performance of Previous Contracts or Sub- . 111 contracts subject to the Equal Opportunity Clause and the filing of Required Reports. The bidder , proposed subcontractor , hereby certifies that he has has not _, participated in a previous contract or subcontract subject to the equal opportunity clause, as required by Executive Orders 10925, 11114 nr 11246, and that he ],as , has not _t filed with the joint Report'ng Committe1 the Director of the Office of Federal Contract Compliance, A Federal Government s? contracting or administering agency, of the forme- President's Committee on Equal Employm:nt Opportunity, all reports due under the applicable filing requ- irments i (Company) By: ('title) - Detr: Note: The abc^a certification is required by the Equal L'mployment Opportunity Regulations of the Secretary of Labor (41 CFR 60-1.7 (b) (1), and suer be submlttad by bidders and proposed subcontractors only in connection with cont- racts and subrontracts which are subject to the equal opportunity c`-.use. Contracts and subcontracts which are exempt from the equal opportunity clause are set forth in 41 CFR 60-1.5. (Generally only contra, x or subcontracts of $10,000 or under are exempt.) Currently, Standard Form 100 (EEO-)) is the only report required by the Execut- ive Orders or their impl meeting regulations. Proposed prlwe contractors and subcontractor@ who have participated in a pre- vious contract or subcontract snuiect to the Executive Orders and have not filed the required report* should note that 41 CFR 60-1.7 (b) (1) rrevents the award of contracts and subcontracts unless such contractor submits a report covering the deliquent period or such other period specified by the federal Highways II Administration or by the Director, Office of Federal Contract Compliance, U.S. 1 Department of Labor. 5 j � µ. r Rev. 4/80 PUBLIC WORK OR IMPROVEMENT � PARTICIPATION CERTIFICATION• REF. RCW 35.22.650 CONTRACTS EXCEEDINC $10,000 (OR $15,000 FOR WATERMAIN CONSTRUCTION) MINORITY BUSINESS ENTERPRISES (MBE) f and WOMENS' MINORITY BUSINESS ENTERPRISES (7HBE) (BUSINES'rs OWNED AND OPERATED BY WOMEN) Contractor agrees that he shall actively solicit the employment of minority group members. Contractor further : e lea that he shall actively solicit bids for the ! subcontracting of goods or services from qualified minority businesses. Contractor shall furnish evidence of his compliance with these requirements of minority employment and solicitation. Contractor further agrees to consider the grant of subcontractors to said minority bidders on the basis of substantially equal Proposals In the light most favorable to said minority businesses. The contractor shall be required to submit evidence of compliance with this section as part of the bid. As used in this section, the term 'minority business" means a business at least fifty-one percent of which is owned by minority group members. Minority group members include, but are not limited to blacks, women, native Americana, Orientals, Eskimos, Aleuts and Spanish Americans. The City will co.,aider sworn affidwits presented by subcontractors in advance of contract award as one means of establishing minority status in accordance with criteria cited above. To be eligible for award of this contract, the bidder must execute and submit, a pt t of the bid, the following certification which will be deemed a part of the resu:ting contract. A bidder's failure to submit this certification or submission of a false certification shall rends- his bid nonresponsive MINORITI BUSINESS ENTERPRISE CERTIFICATION _ Certifies that: Namr of Bidder (a) it (does) (does not) Snt..nd to sublet a portion of the contract Work and (has) (has not) taken affirmative action to seek out and consider minority business enterprises as potential subcontractors. (b) the contacts made with potential minority business enterprise subcontractors and the results thereof are listed below. Indicate whether MBE or WMBE and Identify minority group. (If necessary, use additional sheet.) 't MBE Min. Cr. WMBE i ❑ ❑ { (Name of rim, mid item, Results of Contacts) 2. ❑ ❑ 3. 4. _ ❑ _- ❑ S __ ❑ ❑ e Mr./Ms, has been designated as the liaison officer for the administration "of the minority business enterprise program for this firm. s 9y a 1 fat �' .a t a 3 < CERTIFICATION OF BIDDERS AFFIRMATIVE ACTION PLAN Bidder is to indicate by check-mark which of the following statements pertains to this bid package, and is to sign the certification for that specific statement: a) It is hereby certified that the bidder is exempt from the City's Affirmative Action Plan requirements because: ,A "Average annual employment level is less than eight Permanent employees, and the total contract amount with the City during the current year is le, , than $10,000.11 Company bate Title -p OR b) It is hereby certified that an approved Affirmative Action Plan is on file with the City of Renton, and that said Plan specifies goals and timetables which are valid for the c*jrrent calendar year. Company Date BY: _ Title OR c) It is hereby certified that an Affirmative Action Plan is supplied with this Bid PacKage. Said Plan will be subject to review and approval by the City as a prerequisite to the cor .ract award, and it includes: 1) Present utilization of minorities and females by job classification, e 2) Coals and Timetables of Minority and Female Utilization, and A. ". 3) Specific Affirmative Action Steps directed at increasing Minority and Female Utilization. Company ate Title �.,. OR d) It is hereby certified that an Affirmative Action Plan will be supplied to the City of Renton within five (5) working days of receipt of notification of low-bidder status. Said Plan will be subject to review and approval by the City as a prerequisite to the contract award, and it will include: 1) Present utilization of Minorities and Females by Job Classification, . /, 2, Goals and Timetables of Minority and Female Utilization, and S? Specifi; Affirmative Action steps directed at increasing Minority and Fcmale Utilization. ."� Company — Date 4: ]J Rev. 9/9/7S Title 1 M •' City of Renter CosDInN Affidavit E Cwtlfication Former Men-Gllusion,Mtl-Trwt, and Nlnlara wage (Naa-Federaf Aid) ICN-Og11161p1 AFFIDAVIT "Ing duly sworn, apo:ow and says, that he Is the Identical peram am subsltied the foregolnB proposal or Did, and Carat {,M Dle Is genuine and not snap or Co1- 1ualw Or "do in tho Irrtarmt or on behalf of anY pcsm not therein nosed. and further, that the dapmant Me not directly InJuced or solicited any other Bidder on the foregoing work or aeulpaent to put In a {hsm MIA. or any other ",am or Corporation M refrain fro,bidding, and that deponent has not In any canner Sought by col luslm M {vure to hlmoalf or to am, other person any advanbge over other Bidder or Bidders. AND CERTIFICATION REi ASSIGNMENT a NNTI-TRUST CLAIMS To PURCIKSCR Venda, and purchaser redognl,e that In actual aconosic practice owrcMrgps resulting fries anti-trust violations Mrs In fact usually Donne by the purchaser. Therefore, vendor herby aalgns to purchaser any and ail claims for such over- Charges m t0 goods and Mterlals purchased In Connection with this Order or Contract, e,ppt as to overcharges resulting iroo anti-trust violations ram- wnCinq after the date of the bid, pmtatim, or othar event mtabrrahing the Price under this order m Contrect. In addition, Vender wrrants and represent% 'het each of his suppllers and subcontractors shall assign any and ail such Claim to purchaser, subject to the e!cresantimed exception. AND NININM PACE AFFIDAVIT FORM I. the undsraignad, having been duly sworn, deposed, say and ortily that in CmnKtlm with the larforwMe of the Vcrk of this project, 1 will pay each el ass lflCetlm Of Isborer, workmen, or rcbanlc eao leyed in thr parfmynce Of such worki net lee♦ than the prevailing rate of wage or cot less than the -I-[— rate of wages es specified In the principal contract: that I Mw road the amve and foregoing statement and Certificate, krow the Contents thereof and the substance as awt forth therein is t-w to my k—ledge and belief, J( FOR, NON COLLUSION AFFIDAVIT, ASSIGNMENT Or ANTI-TRUST CLAIMS TD PURCHASE? AMID MINI MRf PACE AFFIDAVIT New Of Project Nam o Ordr a Inn 51g'atura of Aut-,itad Nupr a sent et ive of Bidder Subs,l bat Mad sworn to hefore so an this _ ay of . H9 fbtary Publ Ic In and for the of Washington Residing at e ..... 22 BID BOND FORM Herewith find deposit in the form of a certified check, cashier's check, cash, or bid bond in the amount of which amount Is not less than five percent of the total bid. Sign Here BID BOND Know All Men By These Presents: That we. as Principal, and as Surety, are held and firmly bound unto the City of Renton, as Obligee, in the penal sum of Dollars, for the payment of which the Principal and the Surety bind themselves, their heirs, executors, administrators, successors and aWgns, jointly and severally, by these presents. The condition of this obligation is such that if the Obligee shall make any award to the Principal for according to the terms of the proposal or bid made by the Principal therefor , and the Principal shall duly make and enter into a contract with the Obligee in accordance with the terms of said proposal or bid and award and shall give bond for the faithful performance thereof, with Surety or Sureties approved by the Obligee; or if the Principal shall, incase of failure to do so, pay and forfeit to the Obligee the penal amount of the deposit specified in the call for bids, then this obligation shall be null and void; otherwise it shall he and remain in full force and effect and the Surety shall lorthwith pay and forfeit to the Obligee, as penalty and liquidated damages, the amount of this bond. SIGNED, SEALED AND DATED THIS DAY or 19 Principal Surety 19. Received return of deposit in the sum of $ 1 i i j PROPOSAL I 1 TO THE CITY OF RENTON RENTON. WASHINGTON Gentle-en: The undersigned hereby certif_ that _ has examined the site of the proposed work and ha_ read and thoroughly understand_ the plans, specifications and contract goverring the work embraced in this improvement, and the method by which payment will be made for said work, and hereby propose to undertake and complete the work embraced in this improvement, or as much thereof as can be completed with the money available, in accordance with the said plans, specifications and contract and the following schedule of rates and prices: (Note: Unit prices for all items, all extensions, and total amount of j bid should be shown. Show unit prices both in writing and in figures.) Signature Address l Names of Members of Partnership: i f 9 i OR Name of President of Corporation Name of Secretary of Corporation Corporation Organized under the laws of With Main Office in State of Washington at a se �� f; SCHEDULE OF PRICES i i i 7 ALL ENTRIES SHALL BE WRITTEN IN INK OR TYPED TO VALIDATE BID. s 1 i M 1' h X SCiIEDU!.F "A" NORTH 1st STREET - ROAD .AND STORK SCHEDULE OF PRICES (NOTE: Unit pricey for all items,nit eatentions and total mnount o/bid must be s),own, glow unit prices in bolt, wnrtl.s and /irures and where con/Uct occurs the bvilten or Typed words shall prewl,L) ITEM APPROX. ITEM WITH UNIT PRICED DID UNIT PRICE AMOUNT N0. QUANTITY (l,nit Prices to be li'ritlen in lVo ds) DOLLARS CTS. DOL AR T SCHEDULE "A" nl I MobIIiraticn p Sam I Per Lump Sum (words) (Figures) 02 5622 Roadway Excavation for Asphalt Cubic Yard Paving Alternate Per Cubic Yards t 03 5000 Roadway Excavation for Cement i Cubic Yard Concrete Alternate i Per Cubl Yards r 04 1500 Crmvel Borrow � tans I f Per Tons ! Us typo Remove Existing Curb and Cutter i Lineal Fe Per Lineal Feet 06 1666 Remove Exls:ing Concrete Sidewalk Square Yalis Pe[ square Yards 07 31150 Remove Existing Concrete Pavement Square YA s Per Square Yards i I Page - 1 d k � I SCHEDULE OF PRICES (NOTF: Unit priers for all items, nit rxtentlons and total ornount of bid must be shown. 9101t, unit priers (n both words and finirne and where conflict occu ' Ih(!written or typed words shall prevail.) ITEM APPROX. ITEM WITH UNIT PRICED 010 UNIT PRICE AMOUNT ! NO. QUANTITY (Unit Prices Ea be Written in Words) DOLLARS CTS. D AR T SCMEDUIE •A- 08. 20 TYPO II Service Conneotan ech Per Eecn (Words) Figures) 09. 3 Service Connection - 2- Ulaaater aah { Per Each - 10. 30 Adjust Water Motor Ea^h 1 Per Each it. to Adjust Valve Box Each { Per Each _-- 12. 9 Adjust Manhole Eacn lPar Eacn 13. 6 Remove Existing Catch Basin Each S Per Each la. a Connect to Existing Manhole Eecn 1 Per Each -- IPage _ 2 1 i SCHEDULE OF PRICES (NOTE: Unif prices for nI'(to ms, nIl eaten[inns and to In mnounl of Did must be slloivn. Show unit prices to Moth 1vo7rts mid (inures and• •rc conflict occurs the written of- typed Wells shnll Ptevnil.) ITEM APPROX. IIEM MITH UNIT pRICC.O ❑IDfFigures) NIT pRS G: 1 A N0. QUANTITY (Writ Prices to be Wrillen it IVort") LARS CTS. DDLLA4 "TC. SCHEDULE 'a" Is. Catch Basin Type 11 ,t Bch Per Each (cords) -_ 16. 1 Catch Begin Type I Each Per Each 17. 16 Concrete Inlet i Each f Per Each le. 1260 12• Storm Sever Pipe Lineal Feet I Per Lineal Feet 19. 270 B• Storm Serer Pipe Lineal Feet Per Lineal Fr 20. 020 a" Umterdrain ,e Lineal Feet Per Lineal Feet 21. '1500 Bankrun Gravel for Trench Backflll I Tons Per Tons Page - 7 . e r M k � SCHEDULE OF PRICES (NOTE: Unil prices for nll'iteins, all estentions and total mnount of bid must be shown. bTtmv unit priers in both minds and figures and rohcrr s conflict occurs the written or typed wmYis shall Prevail.) i I fEM APPROX. ITEM WI'H UNIT PRICED 010 UNIT PRICE AMOUNT ) NO. QUANTITY (Unit Pricct to be Written in Wards) DOLLARS CTS. DOLLARS ST i C S:AEnULE •A" 1 22. 3300 Cement Concrete Curb and Gutter real Feet for Asphalt Concrete Alternate r r f Per Lineal Feet (Words) Figures) f 23. 3300 Integral Cement Concrete Curb, for ' Lineal Feat Cement Concrete Alternate j Per Lineal Peet 7 24. 1868 Cement Co xcete Slderalk Square Yar-:s Per Square Yards i 23. 709 Cement Concrete Ociveaay (6•) Square vseds - E Per Square Yards 26. 14 Cement Concrete Driveway (30•) Square Yards Pe: Square Yards 1 27. 9 Wheel Chelr Ramp Each S Per Each r 28. 127 Alley Entry (10") Square Yards i E Per square Yards i Page - A i d NEL SCHEDULE OF PRICES (NOTIT: Unit prices for all/tents, nil retentions rind f�rnl nnounl of bid must be shown. Stow unit prices in both worts and riqures and where ' conflict occurs the written or typed words shn11 pr•rvu if. j ITEM APPROX. ITEM WITH UNIT PRICED OID UNIT PRICE AMOUN1 ! NO. QUANTITY (Unit Prices to be Written in Worts) DOLLARS CTS. DOLLARS T 5CHEVULL -A 29. +Iu Crushed Surfacing Top Course for ons Asphalt Concrete Alternate 1 Per Tons (morOs) Figures) 00. 1160 Crushed Surfacing Tap Course for ons Cement Concrete Alternate ! S Per Tons I � 31. 1250 Asphalt Treated ease Including 3 Tons Paving Asphalt for Asphalt Concrete Alternate f _ Pet Tons 52. 1250 Asphalt Concrete Paving Class B. Tons Includln Paving Asphalt for Asphalt Co�crate Alternate Per Tons 53. 7260 Cement Concrete Paving 10-Day, Square Yards 7• Section for Cement Concrete Alternate Per: Square Yards e i lA. 100 Miscellaneous and/or Tlriveoay 1 Tons Asphalt { f Pe[ Tons --� t JS, A Monument, Monument Case and Cover -..ph Pei r Each 4 Page - 5 SCHEDULE OF PRICES (NOTR: Unit prices for nil items, nil e<tenflons and total amount of bid nmst be Thown. Stow unit prices in both Wmrtls and figinra cord wherr conflict occurs the written or typed words shall prewtil.) ITEM APPROX. ITEM WITH UNIT PRICED DID UNIT PRICE_ AMOUNT NO. QUANTITY (Unit Prices to be Written is Words) DOLLARS CIS. DOLLARS T SCHEDULE "A• r 76, let Top Soil, 2-Way Mix Cunir va n7s Per Cultic Vettla (Words) Figures) Square r.el { Per Square Feet 76. t Survey Lump Sum Per Lump Sum _ 39. 1 Traffic Control Lump Sum Pet Lump Sum Subtotal Schedule "A" $ Less Items 3 23, 30 and 33 f r, TOTAL SCHEDULE "A" ASPHALT E b, I Subtotal Schedule "V' $ ' ) Less Items 2, 22, 79, 31, and 32 $ TOTAL SCHEDULE "A" CONCRETE 1 v Page - 6 T t,r' r i 1 SCHEDULE OF PRICES (NOTG: Unit price*for all items, nil extentions and total amount of bid must be slimun. View milt prices in Loth words and fi(iaros and where 1 conflict occurs the teritten or typed notTis-hail Prranil.) 1 -FT-EM RPPROX . ITEM WITH UNIT PRICED RID UNI1 mitt: AMOUNT NO. QUANTI' (Unit Prices to be Written in IVOrtis% DOLLARS CTS. DOLIARS 'T SCHEDULE •8" 01. 1 Connect to Evistinp Marto TrUnk men Line y Per Each (words) Fi0ures) 02, 5 Raaove and Dispose of Ealstln0 Each Manholes Per Each 05. 951 6a Saniesry Sever Pipe .d! Lineal Fart i t+ Pet Lineal Feet -- - I 0•. 559 6- Sanitkt) Sewer Pipe Lineal Feet POT Lineal Feat 05. a Sanitary Sewer Manhole, sea Each i Per Each 06. la e• a 6- Tees Each $ Per Each i 07. 1525 Dank Run Gravel for Trench Tons Backrill f - Per Tons i, Pa0e - 7 t 1 SCHEDULE OF PRICES (NOTE: Unit prices fr+r nil lima, all retentions and total amount of bid must be sh•wn. .aww mill prices in both words raid/Ipures and Cohere conflict occurs Ure written or typed wurrLe shall prrvnil.) T'EM APPROX. ITEM WITH UNIT PRICED OID UNIT PRTCE AMOUNT 40. QUANTITY (Unit Prices to be lVritten in R'uids) DOLLARS CTS. DOLLARS CTS, SCHEDULE "e" Oa. 1 T.V. inspection Lump Som Per Lump Sun (Moioe) F(pui exl Suhtotal Schedule "B" 8.1% Sales Tax _. TOTAL SCHEDULE "B" $ _. Pepe - a Awr w i e' ii SCHEDULE OF PRICES (NOTE: Unit prices for all items, all e<lention.s and total nrnount of bid j must be shown. STlnw unit prices in Lntli lrmde and fi flare,and where 1 conflict occurs the written nr IypPd worvls shall prrvnil.) r �. ITEM 4PPR01f. ITEM WITH UNIT pnICEO OID UNIT rnicr AMOUNTN0. QUANTITY (Unit prices to be Writtcn in )Vurtrs) DOLLIInS CTS. DO MO T I O1. 244e Trench an Beek Till iLineal Feet 12' Wide z 30' Deep Par Lineal het (Words) Flgurea) 02. 110 Select Trench Backfill Tons f f _ Per tone 03. 11 Light Pula rounostipn I Each e' Deep a 3- Sq. or Die, Per Each Oa, 1 Service Cabinet Foundation Each 2' neeP a 2' Sq. or Die. Per Each --� --"'-'— - 05. 2290 2' PVC Conduit Lineal Feet Schedule 40 i f _ POT Lineal Feet pe_ 15 3' PVC Conduit Lineal Feet Schedule 40 Per Lineal feet 1 07. 565 3' PVC Conduit Lineal Feet Schedule BD I L Lineal Feet Page - o i SCHEDULE OF PRICES (NOTF: Unit prices for all itern,5,all eSlenitons end total amount of bid mus' be shown. .91p1e Ithit p fees in bath "'ord.,and /;Mires and where conflict occur., the written at' typed 1001Tis shalt prev(1il.) ITEM APPROX. ITEM WITH UNIT PRICED BID UNIT PRICE AMOUNT NO. QUANTITY (Unit Prices to be Written in Wo111.0 DOLLARS CIS. DOL RRS T SC HEOULE "C" OP. 10 junction Bus Design "B" ern Per Each (words) Figures) 09. 12 junction Bo• Design •C" Each Per Each 10. 11 Concrete Lighting Pad Each 7'xl'aa' 1 1 Per Each i 11. 11 Light Standard aluminum Davit Each Style 30' Mounting Height i Per Each 12. 10 150 watt He Sodium Vapor Luminairs Each and La Mp Per Each 17. 1 150 Matt HP Sodium Vapor Luminalre j EHch and Lamp w/Photo Cell Per Each 14. .1 Service Cabinet TYPO 111, Single Each Phase Per Each Page - 10 f Ii xw i " SCHEDULE OF PRICES (NOTE.: Unit prices for all`ite rns, nil extenl.ions end total arnourl of Did Mutt be shown. Show unit Prices in both leorrfi arid frQnre9 and where conflict occurs the lor•itten nr typed words shall Prevail.) ITEM APPROX. ITEM WITH UNIT PRICED DID UN11 PRICC AMOUNT NO. QUANTITY (Unit Prices to be Written in Words) DOLLARS CTS. DOLLARS CTS. SCHEDULE "C" 15. 105 Ie AMC, THW Copper Wire Lineal Feet f Pe[ Lineal Feet (Words) Ftqures) 16. 110 to Bare Copper (Ground) Linea! Feet E Pei Lineal Feat 17. 6295 •la AWC, THW Copper wire Lineal Feet Per Lineal Feet 18. 600 I14 AWC, THW Copper Wire Lineal Feet (Photo Cell) Per Lineal Feet 19. 22 Street Light Fuse Kit Each Pet Each 20. i6 Street Light Splice Kit Each Pe[ Each Total Schedule "C" Pace - It I 3 I SCHEDULE OF PRICES (NOTE.Unit price, /or all items,all esteations and totcl amount or hid �! must be Shawn. Stow unit prices in both words and /i0ums and where ( conflict occurs the written or typed wonts shalt pmimil.) ITEM APPROX. ITEM WITH UNIT PRICED BID UNIT PRICE AMOUNT NO. QUANTITY (Unil Prices to be liTillen in ti'ads) DOLLARS CIS. DO All T Total Schedule "A" Asphalt $ — Total Schedule "B" S Total Schedule "C" S TOTAL ALL SCHEDULES - ASPHALT $ i Total Schedule "A" Concrete f � Total Schedule "B" i Total Schedule "C" S — TOTAL ALL SCHEDULES - CONCRETE f i i. i I i r SCHEDULE OF PRICES i (NOCIe Druz priors for all itar, Ill Olt"mions rnd totll amount of ' Did rut be shotm. Show "At prices An both words and figu.-Is Ind where oonlltc: Decors the written or typed words shall prove".) ITEFIAPPROX. STEM WITH UNIT PRICED RID UNIT PRICE AMOUNT NOY Wet Priors to be written in words DOI7.ARS CTS. DOLLARSCTS. THEAll DER HERESY AGREES TC START CONSTIUCI TON WORK 011 THIS PROJECT, I AWARD HIM. NO LA ER THAN TEN (10) DAYS AFTER FINAL CUTION AN TOLETE N1 1N NO ING DAYS AJ TER STARTING CONSTRUCTION. DATED T THIS DAY 0 . 198 A ANENT OF ILECRIPT OF ADDENDA: NO. DATA No TE i i )ATE i SIGNED ! TITLE_ i NAME OF COMPANY ADDRESS CITY/STATE/ZIP TELEPHONE - CITY Of RENTON STATE CONIRACTO S EUSINES LICENSE I LICENSE / 1 _ :j a t �s BOND TO THE CITY OF RENTON KNOW ALL MEN BY THESE PRESENTS: That we, the undersigned as principal, and corporation organized and existing under the laws the State of as a surety corporation, and qualified under the laws of the State of Washinq Mn to become surety upon bonds of cortractots with municipal corporations, as surety are jointly and sev.rally held and firmly bound to the City of Renton in the penal sum of j fur the payment of which sum on demand we find our- "ulve, .md our successor., heirs, adm;n:s;•ators or perronal representatives, as rho icase miy be. This obligation is enterec Into in pursuance of the statutes of the State of Washing- ton, the Ordinance of the City of Rerton. i I Dated at Wzshing,.,, this _ day of , 19_ 1{ Nevertheless, the tondit:ons if the abave obligation are such that: II WHEREAS, under and pursuant to Ordinance ;or Resolution) No. 2795 providing for i I which contact. steed to I.ereii�and is made a part hereof as though attached hereto), and j WHEREAS, the said princ'p31 has accepted, or is about to accept, the said contract, and i undertake to perform the work therein provided for in the manner and within the time set forth; A NOW, THEREFORE, i' the said snall faithfully perform all of the provisions of said contract in the manner ar.d within the time therein set rerth, or within such extensions of time as may be granted under said contract, and shall pay all laborers, mechanics, subcontractors and material men, and ail vrrsons who shall supply said principal or subcontractors with provisions and 1 supplies for the carry;ng on o said work, and shall hold said City of Renton harmless from any less or damage occas;ortcd to any person or property by reason of any care- lessness of 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 dawags or expense by reason of failure of performance as spec'fied 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 C,ty of Renton, then and In that event this obligation shall be void; but other- wise it shall be and remain in fell force and effect. i I Revised: 8/16/83 I� Iof7 , CONTRACTS OTHER THAN FEDERAL-AID FHHA THIS AGREEMENT, made and entered into this _ day of 19_ by and between THE CITY OF RENTON, Washington, a municipal corporation of the State of Washington, hereinafl eferred to as "CITY" and hereinafter referred to as "CONTRACTOR." WI ' NESSETH: i 1) -he Contractor shell within the time stipulated, (to-wit: within working days from date of commencement hereof as required by the Contract. of which this agreement is a component part) perform all the work and 1 services required to be performed, and provide and furnish all of the labor, materials, appliances, machines, tools, equipment, utility and ' transportation services necessary to perform the Contract. and shell complete the construction and installation work in a wo•kmanlike manner. in connection with the City'. project (identified as No. for improvement by constriction and installation of: All the foregoing shall be timely performed, furnished, construc:eu. installed and completed in strict conformity with the plans and spec- ifications, including any and all addenda issued by the City and all other docimrnts hereinafter enumerated, and in full compliance with all applicable codes, ordinances and regulations of the City of Renton and any ether governmental authority having jurisdiction thereovei. It is further agreed and stipulated that all of said labor, materials, and services shall De furnished appliances, machines, tools, equipment i arm :., +i•. .,. 2of 7 Contracts Other Than Federal-Aid FHWA and the construct ion installation performed and completed to the satisfaction and the approval of the City's Public Works Director as being in such conformity with the plans, specifications and all require- ments of or arising under the Contract. 2) The aforesaid Contract, entered into by the acceptance of the Contractor's bid and signing of this agreement, consists of the following documents, all of which are component parts of said Contract and as fully a pa,•t I 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 6 Plans f) Bid g) Advertisement for Bids h) Special Provisions, if any i) Technical Specifications, if any 3. If the Contractor refuses or fails to prosecute the work or any part thereof, with such diligence as will insure its completion within the time specified in this Contract, or any extension in writing thereof, or fails to complete said work with such time, or if the Contractor 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 i i � A kev. 4/83 L_ � q? V�Il i�`. ♦ iV Y t i Contracts Other Than Federal-Aid FHWA 3 of ' } 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 i respect. In the event of any such termination, the City shall immediately serve written notice thereof upon the surety and the Contractor and the surety shall have the right to take over and perform the Contract, provided, however, that if , surety within fifteen (15) days after the serving upon it of such notice of termination does not perform the Contract or does not commence performance thereof within thirty (30) days from the date of serving such notice, the City itself may take over the work under the Contract and prosecute the same to completion by Contract or by any other method it may de:m advisable, for the account and at the expense of the Contractor, and his surety shall be liable to the City for any excess cost or other damages occasioned the City thereby. In such event, the City, if it so elects, may, without liability for so doing, take possession of and utilize in completing said Contract such materials, machinery, appliances, equipment, plants - and other properties belonging to the Contractor as may be on site of the project and useful therein. !) The foregoing provisions are in addition to and not in limitation of anv other rights or remedies available to the City. f � ,5.. . ` F -c r � 1 Cr,tracts Other Than Federal-Aid FHWA 4 of 1 'i Contractor agrees and covenants to hold and save the City, its officers, ,gents, representatives and employees harmless and to promptly indemnify .sme from and against any and all claims, actions, damages, 'lability 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 tc oe performed hereunder, including loss of life, personal injury andror damage to property arising from or out of any orcurrcl_e, scion or activity upon, on or about the premises worked upon or in any way relating to this Contract. This hold harmless and indemnification provision shall likewise apply for or on account of any patented or on- patenttd invention, process, article or appliance manufactured for use _t In the performance of the Contract, including its use by the City, unless otherwise specifically provided for in this Contract. In the event the City shall, without fault ^n its part, be made a party a 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, provisions and agreements hereunder. 6) Any notice from one party to the other party under the Contract shall i be in writing and shall be dated and signed by the party giving such notice or by its duly authorized representative of such party. Any such i i Contracts Other Than Federal-Aid FHNA of 7 i• notice as heretofore specified shall be given by personal delivery thereof or by depositing same in the United States mail, postage prepaid, certified or registered mail. i i 7) The Contractor shall commence performance of the Contract no later than , 10 calendar days after Contract final execution, and shall complete the afull performance of the Contract not later than working days prom the date of commencement. For each and every working day of delay i after the established day of completion, it is hereby stipulated and agreed that the damages to the City occasioned by said delay will be the sum of as liquidated damages (and not as a penalty) for each such day, which , 1 shall be paid by the Contractor to the City. B) Neither the final certificate of payment no• any provision in the Contract nor partial or entire use of any installation provided for by this Contract shall relieve the Contractor of liability in respect to any warranties or responsibility for faulty materials or workmanship. The Contractor shall be under the duty to remedy any defects in the work and pay for any damage to other work resulting therefrom which t shall appear within the period of one 1( ) year from the date of final acceptance of the work, unless a longer period is specified. The City will give notice of observed defects as heretofore specified with reasonable promptoess after discovery thereof, and Contractor shall be ep" 4� A r Y� 7 4 1 I 4 6of7 Contracts Other Than Federal-Aid FHWA obligated to take immediate steps to correct and remedy any such defect, fault or breach at the sole cost and expense of Contractor. 9) The Contractor and each subcontractor, if any, shall submit to the City such schedules of quantities and costs, progress schedules, pay- rolls, reports, estimates, records and miscellaneous data pertaining to the Contract as may be requested by the City from time to time. 10) The Contractor shall furnish a surety bond or bonds as security for the faithful performance of the Contract, including the payment of all persons and firms performing labor on the construction project under t this Contract or furnishing materials in connection with this Contract; said bond to be in the full amount of the Contract price as specified in Paragraph 11. The surety or sureties on such bond or bonds must be duly licensed as a surety in the State of Washington. 11) The total amount of this Contract is the sum of , which inc%Jes Washington State Sales Tax. Payments will be made to Contractor as specified if, the "Special Provisions" of this Contract. Rev. 4/p 1� -- . .. , iT :it .. •PLar�Tugqi +: tSlr" "..a ! a 9"..". sr'.aDAq•`' P "iGiT`^, �I n� Contracts Other Than Federal-Aid FHWA 7 of 7 `• IN WITNESS WHEREOF, the City has caused these presents to be signed by its Mayor and attested by its City Clerk and the Contractor has hereunto set his hand and seal the day and year first above-written. CONTRACTOR CI1"Y OF RENTON res en artner ner Mayor ATTEST: Secretary City Clerk d/b/a rm ame Individual_ Partnership Corporation _A Corporation Late—off n�poration Attention: If business is a CORPORATION, name of the corporation should be listed in full and both President and Secretary must sign the contract. OR if one signature is permitted by corporation by-laws, a copy of the by-laws shall be furnished to the city and made a part of the contract document. If business is a PARTNERSHIP, full name of each partner should be listed followed by d/b/a (doing business as) and firm nr trade name; any one partner may sign the contract. If business is an INDIVIDUAL PROPRIETORSHIP, the name of the owner should appear followed by d/b/a and name of the company. ' t if i ' e t . . CONTRACTOR/SUBCONTRACTOR y REPORTING PERIOD MONTHLY MANPOWER UTILIZATION REPORT Month: Year: To be submitted to the City's Project Coals and Timetables as committed Engineer during the let week of following in Contractor's Affirmative month while contract is in progress, pr m N'� Action Plan Contractor is responsible for obtaining and submitting all Subcontractor Reports. or per City's Plan 9.1 To: (Meen and location of lime Caap Aa•ncY a•pt.) From: (11•as asd lotetloa of oeatra<tor) This report is required by Executive Order 11246, Section 203. Failure to report can result in sanctions which include suspension, termination, cancellations or debarment of contract. 2. 3. W. f also- Total .*tal Work Noure of 6aploymmt (ate footrate) r number tumb*r C Lnei a. .• e. . W/h of of of Hce- Xls_ er. a•laN 'M41 total almrl Employ. Comperlvls Naas (I.D.) Trade dons Tote Black anlc ndlan Melfle re- Employ' •ee p Island ale WA *on A Tr AD Tr AD Tr i Tr Tr 4 ) 1 I i Tr 1 7 Compaq f1eL • na N t . Date Ianed 9• • *eluphone re. C (Inae Araa Code) I Rev. 11/77 (•Male$ a Females, --Minorities s Non-minorities) 7/80 (submittal Requirements a City'$ Goals/Ti.tables) Page of L •'h?3 �,.-.:,:kart+ ._ ,$s +-�,i..,.y _apt • _ Y w, INSTRUCTIONS FOR FILING VOLONME TT UTILIZATION REPORT (CITY OF RENTON) _ The Employment Utilization Report is to be cowplated by each subject co.tractor y; (both prime and eubzontractors) and signed by a responsible official o; the company. The reports are to he filed cn 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. Ilia rime rontractor shall submit a re� P port for its work force and shall collect and sub>it reports for each subcontractor's work force to the Compliance '+ Agency that is funding their construction project. Reporting Period . . . . . . . . . . . Self-explanatory s` Compliance Agency . . . . . . . . . . City o1 Renton (administering department) Contractor . . . . . . . . . . . . . . Any contractor who has a qualifying #4•" ' construction contract with the City of Renton. e ?. Company's Name . . . . . . . . . Any contractor or subcontractor who has a qualifying contract. 2. Trade . . . . . . . . . . . . . . Only those crafts covered under applicable ' EEO bid conditions. 3. Rork-hours of implovment . . . . . The total number of hours worked by all employees in each classification; the total number of hours worked by each *minority group in each classification and the total work-hours for all women. Classification . . . . . . . . . . The level of accomplishment or status of the worker in the trade. (C - Craftvorker - ;r:.t.ff Qualified, Ap - Apprentice, It - Trainee). wr? 4. Percent of rAn, huira of total •.. _ The percentage of total minority work-tours worked of all work-hours worked. (The sum of columns b, c, d and a divided by column a.) 4 5. Total Number of Minoriry }' Fmployees . . . . . . . . . . . . Number of minority employees working in contractor's aggregate work force during reporting period. b. Total Number of Employees . . . . Number of all employees working in contractor's jj aggregate work forme, during reporting period. 3 a Minority is defined as including Blacks, Hispanics, American Indians end Asian and Pacific Islanders - both men and women. j i Y 4� I ; � l 1 HMV—R?2320—AA PREVAILING MINIMUM HOURLY WAGE RATES FEBRVARY 25. 1987 OCCUPATION.' CEMENT MASCNS LOCATIONS KING CCUNTY (THAT PORTION NORTH OF A STRAIGHT LINE JN 190TH STREET SW WHERE IT STARTS AT THE PJGET SOUND AND EXTENDS EAST TO THE COUNTY LINE). FRINGE BENEFITS 1 HEALTH AND WELFARE 1.63 SIHR. PFNSI(IN 1.75 3/HR. TRAINING FUND .10 3/HR. A WAGF RATES Ai OCCUPATION OCCUPATION STATE C011F DESCRIPTION RATE GRGUP I k 090-0260 APPLICAT111N OF SEALING COMPOUND 18.16 ! 090-0213 CONCRETE PAVING 18.16 ' 390-0240 CURB AND GUTTER 18.16 ^90-C230 CLRING CONCRETE L8.16 090-0223 PATCHING CONCRETE 18.16 r; 090-0250 SIOFWALKS 18.16 GROUP IA r 090-30I5 CEMENT MASON - BUILDING GENERAL 17.86 GROUP is 090-0010 CEMENT MASON -- GROUP 2 090-0350 COMPOSITION MASTIC 18.41 090-0310 FINISH COLORED CONCRETE 18.41 390-0075 GRINDER. HAND POWERED 1R.41 390-0370 GUNITE NO22LEMAN 18.41 1 J90-0290 POWER TOOLS IGRINOERS AND ALL OTHERS) 18,41 GROUP 2A 090-0330 APPLICATION Of UNDERLAYMEN'1 Id.11 09J-028J CONCRETE SAW ISELF POWERED) 19.11 eye - CITY OF RENTON �. NCRTM FIRST STREET STREET IMPRGVEMFNTS PAGE 1 t ' R d. a lz � a P' $ HWY-R32320-AA PREVAIL1Nb MINIMUM HOURLY WAGE RATFS FEBRJARY 25, 1987 OCCUPATION: C=MENY MASONS LOCATIONS KING COUNTY ITHAT PORTION NORTH OF A STRAIGHT LINE ON 190TH STREET SW WHERE IT STARTS AT THE PUGET SOUND AND EXTENDS EAST TO THE COUNTY LINE1. WAGE RATES UCCUPATION OCCUPA71UN tt STATECODE OESCRIPTIO N RATE GROUP 1A 090-0360 EPDXY 18.11 090-02T0 PLASTIC 18.11 ' 090-0300 SANDBLASTING AR�HITECTUAL FINISH 18.11 i 090-03ZJ TUNNEL WCRKERS 18.11 - GROUP 3 090-0340 TROWEL MACHINE UN COLORED SLABS. 19.66 COMPOSITION OR KALMAN FLOORS OTHER 090-9091 STATE:: OVERTIME: ALL HOURS WORKED IN EXCESS OF 8 HOURS PER DAY OR 40 HOURS PER WEEK MON- THRU FRI AND ALL HOURS WUKKEO ON SATUROAY(EX- CEPT FOR HAKE-UP DAYS) SHALL BE PAID AT ONE AND ONE HALF TIMES THE REGULAR RATE OF PAY. ALL HOURS WORKED ON SUNDAYS AND HOLIDAY SHALL BE PAID AT DO'J'ILE THE REGULAR RATE OF PAY. 090-9100 STATF: HOLIDAYS - NEW YEARS DAY. MEMORIAL DAY. 4TH OF JULY. LABOR DAY, THANKSGIVING DAY, FRIDAY AND SATURDAY AFTER THANKSGIVING DAY AND CHRISTMAS DAY. CITY OF KENTON NORTH FIRST STREFT STREET IMPROVEMENTS PAGF 2 i / i r. r .r,o- 1 HWY-R32320—AA PREVAILING MINIMUM HOURLY WAGL RATES FEdRUARY 25, 1987 OCCUPATION: CEMFNT MASONS LOCATION. CLA.LAM. GRAYS HARBOR. JEFFERSON. KING ITHAT PURTIUN SOUTH OF AN EAST—WEST LINE LIN 190T,1 ST. S.M. WHERE IT STARTS AT THE PUGET SOUND AND EXTENDS EAST TC THE COUNTY LINE1. KITSAP. LEWIS. MASON. PACIFIC ITHAT PORTION NORTH OF WAHKIAKUM COUNTY NORTHERN BOUNDARY FXTENDED WEST TC THE PACIFIC OCEAN), PIERCE AND THURSTON COUNTIES. FRINGE BENEFIT HFALTH ANO WFIFAWF 1.60 3/HR. PENSION 1.75 s/HR. TRAINING FUND .10 3/HR. �I WAGE RATFS OCCUPATION OCCUPATION STATE CODE DESCRIPTION RATE. GROUP 1 040-026.) APPLICATION OF SEALING COMPOUND 18.16 w 090-021) CONCRETE PAVING 18.16 090-020#0 CURB AND GUIIrER 18.a6 090-0233 CURING CONCRETE 19.16 090-0220 PATCHING CONCRETE 18.16 090-02'+J SIUEWALMS 16.16 GROUP IA 090-0015 CEMENT MASON — BUILDING GENERAL 1T.d6 GROUP 1R 090-0010 CEMENT MASON -- GROUP 2 090-0350 CCMPJSITION MASTIC 18.11 090-031D FINISH COLOPFD CONCRETE 18.11 090-0075 GRINDER. HAND POWERED 18.1: D90-0370 GUNITE NOLLLEMAN 18.11 090-0290 POWER TOOLS (GRINDERS AND ALL OTHERS) 111.11 090-0190 POWER TPOWFL MACHINE 18.11 CITY OF RFNTON NORTH FIRST STREET SIREFT IMPROVEMENTS PAGE 3 gig: 44, - �k.."Tr d a: v A ( .� c r� HMV-R32320-AA PREVAILING MINIMUM HOURLY WAGE RATES FEBRUARY 25. 1987 OCCUPATION: CEMENT MASCNS LOCATION: LLALLAP. ;RAYS HARBOR. JEFFERSON. KING (THAT PORTION SOUTH OF AN EAST-WEST LINE ON 1907H ST. S.W. WHERE IT STARTS AT THE PUGET SCUNO AND EXTENCS EAST TC THE COUNTY LINE$. KITSAP. LEWIS. MASON. PACIFIC ITHAT PORTION NORTH OF WAHKIAKUM COUNTY NORTHERN BUUNOARYr EXTENDED WEST TO THE PACIFIC OCEAN$. PIERCE AND THURSTON COUNTIES. WAGE RATES OCCUPATIUN OCC URA T ION STATE CLDF DESCRIPTION RATE GROUP 2A 390-3333 APPLILATION OF UNDERLAVMFNT 18.11 090-0280 CONCRETE SAW (SELF PUWFREDI 18.11 090-0363 FPDXV 18.11 390-0770 PLASTIC 18.11 090-03CO SANDBLASTING AKCHITECTUAL FINISH 18.11 390-0320 TUNNEL WORKERS 18.11 GROUP 3 A 090-0343 TROWEL MACHINE ON COLORED SLABS. 19.66 CCMPOSITION OR KALMAN FLOURS OTHER 090-9095 OVERTIME—ALL HOURS WORKED IN EXCESS OF 8 HOUR S PER DAY CR 40 HOURS PER WEE! MONDAY 7HRU FR �1 ICAY AJD ALL HOURS WORKED ON SATURDAY (EXCEPT FOR KAK F-UP DAYSI SHALL BE PAID AT ONE AND 0 NF HALF TIMES THE REGULAR RATE OF PAY. ALL HO UPS WORKED ON SUNUAYS AND HOLIDAYS SHALL 8E P AID AT DOUBLE THE REGULAR RATE OF PAY. 070-9100 STATE: HCLIOAVS - NEW YEARS DAY. MEMORIAL DAY. 4TH OF JULY. LABOR DAY. THANKSGIVING DAY. FRIDAY AIJO SATURDAY AFTER THANKSGIVING DAY AND CHRISTMAS DAY. CITY OF RENTON NORTH FIRST STREET STREFT IMPROVEMENTS ' PAGE 4 .i i L_ tea.• i� f �µ - +�.,4 a f � Y i i „ . i fit t li HWY-R32320-+- PREVAILING MINIMUM HOURLY SAGE RATES fEB0.UA0.V 25. 1987 OCCUPATION: FLAGGERS LOCATION: Cl ALLAM. GRAYS HARBOR. ISLAND. JEFFERSON. KING. KITSAP, LEWIS. MASON. PACIFIC INORTH OF WAHKIAKUM COUNTY NORTHERN BOUNDARY EYTENLEJ DUE WEST TO THE PACIFIC OCEANI, PIERCE, SKAGI T. SNOHOMISH. THURSTON. WHATCOM COUNTIES. AND YAKIMA COUNTY (THAT r PORTION LYING WEST Of THE 120TH MERIDIANI. FRINGE BENEFITS - TUTAL HOURLY BENEFITS 3.43 S/HR. WAGE RATES OCCUPATION OCCUPATION STATE i CODE DESCRIPTION RATE 260-0010 FLAGGER l0-73 26U-0020 FLAGMEN OTHFR 260-9013 STATE: OVERTIME - ALL HOURS WORKED IN EXCESS OF 8 HOURS PER DAY OR 40 HC,.RS PER WEEK SHALL BE PAIJ AT ONE AND ONE HALF TIMES THE REGULAR ' RATE OF PAY. M 31, . };I CITY OF RE.NTON '°jCIY NORTH FIRST STREET �E 1 STREET IMPROVEMENTS ,• ri,. PAGE S 5� "s 'kIA •y t'u- 9 HMY—R32320—AA PREVAILING MINIMUM HOURLY WAGE RATES FEBRUARY 25. 1987 OCCUPATION: LABORERS LOCATION: CLALLAM. GRAYS HARBOR. ISLAND. JEFFERSON. KING. KITSAP. LEWIS. 1 MASON. PACIFIC (NORTH OF WAHl1AKUM COUNTY NORTHERN BOUNDARY EXTENCEO DUE WEST TO THE PACIFIC UCEANI. PIERCE. SKAGIT. SNOHOMISH. THURSTON AND WHATCCM CCUNTIES. FRINGE BENEFITS _t HEALTH AND WELFARE 1.75 3/HR. j PFNSION 1.55 A/HR. i TRAINING FUND .13 3/HR. i WAGE RATES i OCCUPATION OCCUPATION STATE CODE DESCRIPTION RATE GROUP l 3SO-2100 WINDOW CLEANER 8.46 e GROUP 2 350—CC90 BATCH WEIGHMAN :.76 111 3SO-O460 CRUSHER FEEDER 10.78 350-1260 PILOT CAR 10.7E 350-1870 TCOLROOM MAN (AT JOB SITEI 10.74 1 GRUMP 3 350-0083 BALLAST REGULATOR MACHINE 15.21 350-0240 CARPENTER TENDER 15.21 3)0-0270 CEMENT FINISHER TENDER 15.21 4SO-0310 • 'OPER 15.21 350-0340 ..i.,..t TENDER 15.Z1 3SO-0353 CLEAN—UP LABORER 15.21 350-03" CCNCRFTE f6RM STRIPPER 15.ZL 3SO-0470 CURING CONCRETE 15.21 350-0520 DEMOLITICN. WRECKING AND MOVING IINLL. .5.21 CHARRED MATERIALS) 350-0710 EPDXY TECHNICIAN 15.21 350-0810 GABION BASKET BL"LDER 15.21 350-0820 GENERAL LABORER 15.21 350-0860 GRINDERS 15.21 350-1370 PCT TENDCk 15.21 1 I iCITY OF REa;Gt; i NORTH FIRST STREET STREET IMPROVEMFNTS r` PAGE 6 .d l I i i HWY-R32320-AA PREVAILING MINIMUM HOURLY WAGE RATES FEBRUARY 25, 1987 OCCUPATION: LABORERS LOCATION: CLALLAR. GRAYS HARBOR. ISLAND. JLFFERS:YI. KING. KITSAP. LEWIS. MASON. PACIFIC (NORTH OF WAHKIAKUM COUNTY NORTHERN BOUNDARY EXTENDED DUE WEST TO THE PACIFIC OCEAN), PIERCE. SKAGIT. SNOHOMISH. THURSTON AND WHATCCM COUNTIES. WAGE RATES OLCUPATIUN OCCUPATICN STATE CODE DESCRIPTION RATE GROUP 3 350-1390 PCWDFRMAN HELPER 15.21 350-1765 STAKE HOPPER 15.21 350-1880 TCPMAN - TAILMAN 15.21 150-1440 TUGGER OPERATOR 15.21 3SO-2010 VIBRATING SCREED (AIR. GAS OR ELECTRIC) 15.21 GROUP 4 350-0050 ASPHALT RAKFR 15.69 350-0250 CEMENT DUMPER - PAVING 15.69 350-0420 CONCRETE SAW OPERATOR 15.69 350-0650 DRILLER - WAGON AND AIR TRACK OPERATOR 15.69 350-0720 FALLER AN,; BUCKER - CHAIN SAW 15.69 350-0843 GRADE CHPLKER AND TRANSIT MAN 15.69 350-0950 HIGH SCALER 15.69 'I50-09BO JACKHAMMER 15.69 350-1C90 MANHOLE BUILDER 15.69 350-1200 NOlLLEMAN (CONCRETE PUMP, GREEN CUTTER WHEN 15.69 USING COMBINATION OF HIGH PRESSURE AIR AND WATER ON CCNCRETE AND ROCK. SANDBLAST. GUNNITE. SHOTCRETE) WATER BLASTER 350-1256 PrVEMENT BREAKER 15.69 350-1315 PIPE RELINER (NOT INSERT TYPEI 15.69 350-128J PIPELAYEF AND CAULKER 15.69 350-1485 RAILROAD SPIKE PULLER IPOWERJ 15.69 350-1753 SPRFNDER ICONC,RETE) 15.69 150-1753 SPREADER - CLARY POWER OR SIMILAR TYPES 15.69 350-1840 TAMPER (MULTIPLE AND SELF PROPELLED) 15.69 350-1820 TAMPER AND SIMILAR ELECTRIC. AIR AND GAS 15.69 OPERATED TOOLS 350-1865 TIMHFRMAN - SEWER (LAGGER, SHCRER. C CRIBBER) 15.e9 350-1905 TRACK LINER (POWER) 15.S9 t:. CITY OF RFNTON �a. r NORTH FIRST STREET �Tbr STREET IMPROVEMENTS I , r PAGE 7 t[ V. u W x � �'. ad [ if Mi r v •e + Y s/ HWY-R32320-AA PREVAILING MINIMUM .kLY WAGE RATES FEBRUARY 25. 1987 OCCUPATION: (ABORERS LOCATION: CLALLAP. GRAYS HAR80R. ISLAND. JEFFERSON. KING. XITSAP. LEWI S. MASON. PACIFIC (NORTH OF WANKIAKUM COUNTY NORTHERN BOUNDARY EXTENDED DUE WEST TO THE PACIFIC OCEAN). PIERCE. SKAGIT. SNOHOMISH. THURSTON AND WHATCOM COUNTIES. WAGE RATFS OCCUPATION OCCUPATION STATE al i CODE DESCRIPTION RATE 1 1` GROUP 4 . i 3SO-2000 VIBRATOR 15.69 i 350-2C90 WELL-POINT MAN 15.69 GROUP 5 3SO-0200 CAISSON WURKFR 16.O5 350-1111 MINER 16.05 i 350-13AO PCWDERMAN 16.05 3 50-1500 RF-T I MBF RM AN 16.05 350-2CTO WEI OER 16.05 OTHER 3SG-9010 STATE: EFFECTIVE 12/1/84 DELETE THE CLASSIFI- CATION OF CLEANING LABORER FROM GROUP 1 AND ADD IT TC GROUP 3. 350-9355 STATE: OVERTIME: ALL HOURS IN EXCESS OF 8 HOURS PER DAY OR 40 HCURS PER WEEK, MONDAY THROUGH FRIDAY, AND ALL HOURS WORKED ON SAT- ( i URDAYS (EXCEPT A MAKE-UP DAY( SHALL BE PAID AT ONE AND ONE-HALF TINES THE REd ULAR RATE OF I PAY. :LL HOURS WURKEO ON SUNDAYS AND HOLI- a DAYS SHALL BE PAID AT DOUBLE THE REGULAR RATE t 350-9356 OVERTIME: RATE OF PAY. A MAKE-UP DAY MAY BE r� WORKED ON SATURDAY AT STRAIGHT TIME IF WORK IS LUST DUE t0 WEATHER LONDITIGNS. HOIRHFST CLASSIFICATION SUPERVISED FOREMAN: N HOUR ABOVE THE � 1 t^� x ' CITY OF RENYON NORTH FIRST STREET i STREET IMPROVFMFNTS , , xr PAGE 8 t J HWY—R32320—AA PREVAILING MINIMUM HOURLY WAGE RATES FEBRUARY 25. 198? 1' OCCUPATION: LASORERS LOCATION: CLALLA►. GRAYS hAR80R. ISLAND. JEFFERSON. KING. KITSAP, LEWIS. MASON. PACIFIC (NORTH OF WAH([AKUM COUNTY NORTHERN BOUNDARY EXTENDED DUE WEST TO THE PACIFIC CCEANI, PIERCE. SKAGIT, SNOHOMISH. THURSTON AND WHATCCM COUNTIES. i OTHER s 350-9360 STATE: HOLIDAYS — NEW YFARS DAY. MEMORIAL DAY. 4TH OF JJLY. LABO6 DAY, THANKSGIVING DAY. FRIDAY AND SATURDAY AFTER THANKSGIVING DAY AND CHRISTMAS DAY. y' n F. I p CITY OF RCNTON NORTH FIRST STRFFT STREET IMPROVEMENTS PAGE. 9 I i HWY-R32370-AA PREVAILING MINIMUM HOURLY WAGE RATES FEBRUARY 25, 1987 OCCUPATION. POWER EOUIPMENT OPERATIRS LOCATION: CLALLAM. GRAYS HARBOR. iSLAND. JEFFERSON. KING. KITSAP, LEWIS. MASON. PACIFIC [NORTH OF WAHK IAKUM COUNTY NORT14FRN BOUNDARY EXTENDED DUE •EST TO THE PACIFIC CCEANI. PIERCE. SKAGIT, SNOHO MISH. THURSTON AND WHATCOM LOUNTIES. FRINGE BENEFITS HEALTH AND wFLFARF 1.95 $/HR. PENSION 2.00 S/HR. TRAINING FUND .26 $/HR. WAGE RATES OCCUPATION OCCUPATION STATE CODE OF.SCRIPTION RATE •grrr STATE WAGE RATE GROUP LISTING •�ri• ' GROUP IA 570-5025 C6.5NE - OVERHEAD. BRIDGE TYPE 58.96 i 45 TONS THROUGH 99 TONS i 570-5015 CRANE - OVERHEAD. BRIDGE TYPE 18.98 100 TONS AND OVER 570-5500 CRANE 100 TONS AND OVER OR 200 FT OF BOOM 18.96 INCLUDING JIB AND OVER 570-5505 LOADER. 8 YARDS AND OVER 18.98 570-G770 MUCKING MACHINES. MOLE. TUNNEL DRILL AND OR 18.98 SHIELD T 570-5510 SHOVELS AND ATTACHMENTS. 6 YARDS AND OVER 18.98 - 570-5400 TRANSPORTERS. ALL ;RACK OR TRUCK TYPE 19.98 GROUP 1 570-5515 CABLEWAYS 13.48 170-5570 CRANE OVER 45 TONS AND UP TO 100 TONS OR 18.46 OVER 150 FT OF BOOM INCLUDING JIB 570-5515 HELICOPTER WINCH 18.48 770-5545 LCADER. OVERHEAD 6 YARDS JP TO 8 YARDS 1B.49 570-SS65 QUAD 9 AND SIMILAR. D-10 AND HO-41 18.48 570-5540 REMOTE CCNTROL OPERATOR. ETC. 18.48 570-5525 RCLLAGON 18.48 570-5560 SCRAPERS. StLF-PRUPELLEU 45 YARDS AND OVER 19.48 570-5550 SHOVELS. BACKHOES OVER 3 YARDS TO 6 YARDS 18.48 CITY OF RENTON - NCRTH FiR',T STREET j STREET IMPRU%EMFNTS PAGE 10 Y� r . . 1� i HWY-R32320-AA PREVAILING MINIMUM HOURLY WAGE RATES FEBRUARY 25. 1987 OCCUPATION: POWER EQUIPMENT OPERATCRS LOCATION: LL AL LAM. GRAYS HARBOR. ISLAND. JE FFE0.SON. KING, KITS AP, LEWIS. MASON. PACIFIC (NORTH OF WAHKIAKUM COUNTY NORTHERN BOUNDARY EXTENDED DUE WEST TO THE PACIFIC OCEAN). PIERCE. SKAGIT. SNOHUMISH• THURSTON AND WHATCCM COUNTIES. WAGE RATES OCCUPATION OCLUPATIGN STATE CODE DESCRIPTION RATE ►trrar STATE WAGE RATE GROUP LISTIN, ra rr• GROUP 1 570-5555 SLIPFORM PAVERS 18.48 ' 570-5530 TCWFR CRANE 13.48 GROUP 2 570-5575 BUMP CUTTER 18.04 570-5590 CHIPPER 18.04 510-5573 CCNCRETE BATCH PLANT OPERATCR 18.34 570-SO35 CRANE - OVERHEAD. BRIDGE TYPE 18.04 20 TONS THROUGH 44 TUNS 570-SSOO CRANES. 20 TONS THRII 45 TONS 18.04 570-5595 CRUSHERS 10.04 57C 5600 DERRICK 18.04 570-5605 DRILLING MACHINE 18.04 570-5610 FINISHING MACHINE 18.04 570-5585 HYDRALf.FTS 18.04 570-5630 LEADMAH MECHANIC - 60.30 OVER MECHANIC 18.04 570-5615 LOADER;. OVERHEAD UNDER 6 YARDS 16.04 570-5620 LCCOMOTIVES. ALL .04 570-5625 MECHANICS. ALL i18.04 570-5635 MIXERS. AS PHAI.T PLANT 570-5640 MOTOR PATRCL GRADERS - FINISHING. BLUETUPS. 18.34 PULLING SLCPES. DITCHES. cTC. 570-4730 PAVE UR CURB EXTRUDER :ASPHALT AND CONCRETE) 18.04 570-5650 PILECRIVEP 18.04 570-5645 PUMP TRUCK MOUNTED .ONCRETE PUMP WITH BOOM 18.04 ATTACHMENT 570-2565 ROTO-V1LL PAVE PROFILER 18.04 570-5675 SCRAPERS. SELF UPELLCD UNDER 45 YARDS 18.04 18.04 510-5655 SCRFFD MAN 1 CITY OF RENTON NORTH FIRST STREET STREET IMPROVFMFNTS PAGF 11 �... .. i i HWY-R 32320-AA PREVAILING MINIMUM HOURLY WAGE RATES FEBRU14RV 25. 1907 UCCUPATION : POMFR FUUIPMFNT OPERATORS LOCATION. CLALLAM. GRAYS HARBOR. ISLAND. JEFFERSON. KING. KITSAP. LEWIS, MASON. PACIFIC (NORTH OF WANKIAKUM COUNTY NORTHERN BOUNDARY EXTENDED DUE WEST TO THE PACIFIC OCEAN). PIERCE, SKACIT. SNOHOMISH, THURSTON AND WHATCCM CUUNTIES. WAGE RATES OCCUPATION OCCUPATION CODE DESCRIPTION STATE RATE STATF WAGE RATE GROUP LISTING �a q• GROUP 2 570-5660 SHOVELS. BACKHOES 3 YARDS AND UNDER 18.04 570-5665 SUB-GRADER - TRIMMMER 18.04 570-5680 TRACTOR. 6o HP AND OVER, BACKHOE AND ATTACH. 18.04 GROUP 3 570-5695 A-FRAME CRANE 17,6tl 570-5735 CCNCRETE PUMPS 17,68 570-5705 CONVEYORS 17.68 570-5703 CRANES. UP TO 20 TONS 17.68 570-5690 DOZERS, C-9 AND UNDER, YO-YO. PAY DOLER 17.68 570-5765 EQUIPMENT SERVICE ENGINEER 17.68 570-5120 FORK LIFTS 6. 8 17 570-5710 HCISTS, AIR TUGGERS. ETC. 17.6 570-2695 HYORALIFTS / BOOM TRUCKS OVER 10 TONS 17.68 570-5715 LEADERS - ELEVATING TYPE 17.68 570-5725 MCTOR PATRCL GRADER - NON-FINISHING 17.68 570-5785 O11ER DRIVER ON TRUCK CRANE 45 TONS AND UNDER 17.68 570-5743 RCLLERS. ON PLANT, ROADMIX OR MULTILIFT 17.68 MATERIALS 570-5745 SAWS. CONCRETE 17.68 573-5753 SCRAPERS - CARRY ALL 17.68 570-2815 SCRAPERS. CONCRETE 17.68 570-5155 SPREADERS. BLAW KNOX. ETC. 570-57T5 TRACTOR, 60 HP AND UNDER, SACKHOE AND ATTACH. 17.68 570-°.760 TRENCHING VACHINFS 17.68 GROUP 4 570-569' A-FRAME CRANE. 10 TONS ANU UNDER 15.58 CITY OF RFNTON NCkTH FIRST STREET STREET IMPROVEMENTS PAGE 12 s. 6- a � It r E, y { 1 HMY—R32320—AA PREVAILING MINIML , HOURLY WAGE RATES FEBRUARY 25, 1987 OCCUPATION: POWER EQUIPMENT OPERATORS IOCATION: CLALLAM. GRAYS HARBOR, ISLAND, JEFFERSON. KING. KITSAP. LEWIS. I MASON. PACIFIC INORTH OF WAHKIAKUM COUNTY NORTHERN BOUNDARY 3 FXTENOEO DUE WEST TO THE PACIFIC OCEAN), PIERCE. SKAGIT. SNOHOMISH. THURSTON AND WHATCCM COUNTIES. WAGE RATES OCCUPATICN OCCUPATION STATE CODE DESCRIPTION RATE rtr►r• STATE WAGE RATE GROUP LISTING •++*+• GROUP 4 570-5795 ASSISTANI ENGINEERS 15.58 570-2575 808CAT 15.58 570-5685 BROOM, 15.58 570-5920 COMPRESSORS 15.58 570-5830 GRAOFCHECKFR AND STAKFMAN 15.56 570-2715 HYDRALIFTS / BOOK TRUCKS 10 TONS 4140 UNDER 15.58 570-5790 OIL DISTRIBUTERS, BLOWERS. ETC. 15.58 570-5800 PAVEMENT BREAKER 15.58 570-4735 PERMANENT SHAFT—TYPE ELEVATOR 15.58 570-5905 POSTHOLE DIGGER. MECHANICAL 15.58 570—SBIO POWFR PLANT 15.58 t, 570-4745 PROBE TENDER i%UTO—MILLI 15.58 570-5825 PUMPS. WAFER 15.58 510—S780 RCLLER. CTHFR THAN PLANT ROAD MIX 15.58 570-5815 WHEEL TRACTORS. FARMALL TYPE 15.58 rprrr FEDERAL WAGE RATE GROUP LISTING GROUP 1 570-5501 CRANE 100 TONS AND EVER OR 200 FT. OF BOOM -- INCLUDING JIB AND OVER 570-5506 LCADFR. 8 YARDS AND OVER -- z 570-5511 SHOVELS AND ATTACHMENTS. 6 YARDS AND OVER -- GROUP 2 570-5516 CABLEWAYS -- _ 570-5521 CRANE OVER 45 TONS AND UP TO 100 TONS OR OVER 150 FT CF BCOM INCLUDING JIB CITY OF RENTON 1 NCRTh FIRST STREET 1 STREET IMPROVEMENTS PAGE 13 r � 5 t 1. HWY-R32323-AA PREVAILING MINIMUM HOURLY WAGE RATES FE9RUARY 25. 1987 ' OCCIRATIO'.: POKER EQUIPMENT OPERATORS LOCATIU'1: CLALLAM. GKAVS HARBOR. ISLAND. JEFFERSON, KING, KITSAP, LEWIS. MASON. PACIFIC INORTH OF WAHKIAKUM COUNTY NORTHERN BOUNDARY EXTENDED DUE WEST TU THE PACIFIC OLEAN). PIERCE. SKAGIT. "OHOMISH. THURSTON AND MHATCCM COUNTIES. WAGE RATES OCCUPATION CLCUPATICN STATE CODE DESCRIPTiuN RATE taut• FEDERAL WAGE RATE GROUP LISTINt, taatta GROUP 2 570-5536 HFLICOPTCR WINCH -- 510-5546 LCAOFR. CVFRHEAD 6 YARDS UP TO 8 YARDS -- 570-5566 QUAD 9 ANU SIMILAR. D-13 AND HD-41 -- 570-5541 REMCTE CONTROL OPFRAIGR. ETC. -- 570-5526 RCLLAGON -- 570-5561 SCRAPERS. SELF-PPOPEUED 45 YARDS AND OVER -- 570-5551 SHOVELS. BACKF,OES OVER 3 YARDS TO 6 YARDS -- 570-5556 SLIPFORM PAVERS -- 570-5531 TOWER CRANE -- GROUP 3 570-5516 HUMP CUTLER -- 570-5591 CHIPPER -- 510-5571 CCNCRETE BATCH PLANT CPFRATOR -- 570-5581 CRANES. 20 TONS THRU 45 TONS -- 570-55% CRUSHERS 570-5601 DERRICK 570-5606 DRILLING MACHINE -- 570-5611 FINISHING MACHINE. -- 570-5586 HYDRALIFTS -- STO-5616 LCAOERS. OVERHEAD UNDER 6 YARDS -- 570-5626 MECHANICS. ALL -- 1 570-5636 MIXERS. ASPHALT PLANT -- 570-5641 MOTOR PATROL GRADERS - FINISHING. BLUETUPS. -- PULLING SLOPES. DITCHES. ETC. 1 570-5651 PILFORIVFR -- 1 570-5646 PUMP TRACK MOUNTED CONCRETE PUMP WITH BOOM -� ATTACHMENT -- 570-5676 SCRAPERS. SELF-PROPELLED UNDER 45 YARDS I ! CITY OF RE NIUF NORTH FIRST STREET STRFET IMFRUVfMFNTS PAGE 14 a k YV dr.. ems. F d/` u,. �Y.r..:a.w-. vra i..tiert�wrw.t.av'v`rw.ws...rrx r.�Y.+YYi14r. ..+.y.iiy HWY—R32A2O—AA PREVAILING MINIMUM HOURLY %AGE RATES FEBRUARY 25. L987 OCCUPAI-ION: POWER EQUIPMENT OPERATORS LUCATION: CLALLAP, GRAYS FAR $OR• ISLAND. JEFFERSUN. KING. KITSAP, LEWIS. MASON. PACIFIC INORTH OF WAHKIAKUM COUNTY NORTHERN BOUNDARY EKTENOEO DUE WEST TO THE PACIFIC OCEAN). PIERCE. SKAGIT♦ SNOHOMISH. THURSTON AND WHATCCM COUNTIES. WAGE RATES OCCUPATION OCCUPATION STATE CODE DESCRIPTION RATE 1 �����• FEDERAL WAGE RATE GROUP LISTING •ts��+ GROUP 3 570-5656 SCRFED MAN 570-5661 SHOVELS. HACKHOES 3 YARDS AND UNDER 510-5666 SUB—GRADER — TRIMMER 570-5661 TRACTOR. 40 HP AND CVER• BACKHOE ANO ATTACH. — 570-5671 TRACTORS. OACKHOE _— GROUP 4 570-5696 A—FRAME CRANE 570-5686 BROOMS 570-5736 CCNCRETE PUMPS -- 570-57O6 CONVEYORS 570-57C1 CRANES. UP TO 20 TONS _ 570-5691 OOZFRS. 019 A14D UNDER. YO—YO. PAY DOZER 570-577i DRIVER ON TRACK CRANES OVER 45 TUNS 570-5766 EQUIPMENT SFRVICE ENGINEER 570-5721 FCRK LIFTS 570-5711 HOISTS. AIR TUGGERS, ETC. 570-5716 LOAOFRS — ELEVATING TYPE 570-5726 MOTOR P4TRCL GRADER — I.ON—FINISHING 570-5731 MUCKING, MACHINE, ETC. 570-5741 ROLLERS. ON PLANT. PCAOMI1l OR MULTILIFT " MATERIALS 570-5746 SAWS. CONCRETE 570-5751 SCRAPERS — CAFRY ALL -- ( 570-5756 SPREADERS. SLAW KNOX. ETC. 570-5776 TRACTOR. 60 HP AND UNDER. BACKHOE ANU ATTACH. -- � 570-5761 TRENCHING MACHINES o. CITY OF RENTON NORTH FIRST STREET 1 S7REFT IMPRUVEMFNYS PAGE 15 I t� J � I .-- .;;- AA PREVAILING MINIMUM HOURLY WAGE RATES FEBRUARY 25. 1987 OCCUPATI _'N: POWER EQUIPMENT OPERATORS LOCATION: CLALLAM. GRAYS FAR80R. ISLAND. JEFFERSON. KING. KITSAP, LEWIS. MASON. PACIFI, (NORTH GF WAHKI4KUM COUNTY NORTHERN BOUNDARY EXTENDED DUE WEST TO THE PACIFIC OCEANI. PIERCE, SKAGIT, SNCHOMISH. THURSTON AND WHlTCCM COUNTIES. WAGE RATES OCCUPATION UCCUPATICN STATE CODF DESCRIPTIGN RATE psra• FEDERAL WAGE RATE GROUP LISTING ar��• GROUP 5 570-5796 ASSISTANT ENGINEERS 570-5821 CiMPRESSORS 570-5791 CIL -,ISTRIBUTORS. BLOWERS. ETC. 570-5786 OILEk DkIVER ON TRUCK CRANE 45 TONS AND UNDER 570-5801 PAVEMENT BREAKER 5 To-5806 PCSTHOLE DIGGER. MECHANICAL 570-5811 POWER PLANT -- 570-5826 PUMPS. WATER 57u-5781 ROLLER. fTHEP THAN PLANT RCAU MIX -- 5T0-5816 WHEEL TRACTORS. FARMALL TYPE G 0.(111P 6 570-5831 GRADECHECKER AND STAKEHAN -- e yt O1H•'R 570-9574 STATE-OVFRTIME: ALL WCPK PERFORMED IN EXCESS OF B HRS PER DAY 09 40 HRS PER WEEK. MONDAY THROUGH FRIDAY. AND ALL WORK PERFORMED ON SATURDAYS. (EXCEPT WHEN WORKED AS A MAKE-UP DAY). SHALL RE PAID 1&112 TIMES THE REGULAR RATE OF PAY. ALL WORK ON SUNDAYS C HOLIDAYS SHALL BE PAID DOURLE ThE REGULAR RATE OF PAY. 570-9590 STATE.-HCLIOAYS: NEW YEAR'S DAY. MEMGRIAL DAY. FOURTH OF JULY. LABOR DAY. THANKSGIVING DAY. FRIDAY AND SATURDAY AFTER 11ANKSGIVING DAY AND CHRISTMAS DAY (8). CITY OF RENTON NORTH FIRST STREET STREET IM?ROVEMFNTS PAGE 16 4 HWY-R32 320-A A PREVAILINI: MINIMUM HOURLY WAGE RATES FEBRUARY 25. 1987 "1CCUPATION: SURVEYORS LOCATION: LLALLAM. GRAYS HAR80R. ISLAND. JEFFERSON, KIN.. KITSAP. LEWIS. MASUN. PACIFIC. PIERCE. SKAGIT. SNOHOMISH. THLASTON AND WHATCOM CCUNTIES. T FRINGF BENEFITS ! TOTAL HOURLY BENEFIT - P W Y CHIEF 1.53 S/HR. TOTAL HOURLY BENEFIT - INSTRUMENT 1.00 S/MR. PFRSCN TOTAL HOURLY BENEFIT - CHAIN PERSON .TO S/HR. w AGF RATS OCCUPATION OCCUPATION STATE CODE DESCRIPTION RATE 720-0010 CFAIN PERSON 8.25 720-0043 INSTRUMENT PERSON IJUNIOR ENGINEER) 10.00 i 720-0073 PARTY CHIEF IASSISTANT ENGINEER) 11.50 Y OTHFR 720-9013 STATE: OVERTIME - ALL HOURS WURKED IN E%CE-S fl 8 HOURS PEk DAY OR 40 HOURS PER WEEK SHALL PAID AT ONE AND CNE-HALF TIMES THE REGULAR 1 . :1TE OF PAY. CITY OF RENTON NORTH FIRST STRFFT STREET IMPROVEMENTS PAGE 17 e: A 4WY-R323PO-AA PREVAILING MINIMUM HUURLY WAGE RATES FEBRUARY 25, 1987 OCCUPATION: TEAMSTERS LOCATION: CIALLAP. GRAYS HARGOR. ISLAND. JEFFERSON. KING. KITSAP, LEWIS. MASON. PACIFIC INORTM OF THE WAHKIAKUM COUNTY NORTHERN &JU;ID4RY F%TEN OEO DUE WEST TO THE PACIFIC OCEANI. PIERCE. SK4GtT. SNOHOMISH. THURSTON. AND WHATCOM COUN7iE S. FRINGE OENFFITS HEALTH AND WE.rARE PFNSION 1.89 A/HR. 1.82 t/HR. WAGE RATES OCCUPATION OCCUPATION CODE DESCRIPTION STATE GROUP 3B RS 733-0140 BUS OR EMPLOYE: HAUL GROUP 1 17.41 730-0145 CHECKERS 770-0690 LEVERMAN AND LOADERS Al BUNKERS AND 17.31 BATCH PLANTS 11.31 730-1203 SWA'!PER 17.31 GROUP IA 730-1810 WAREHOUSEMAN AND CHECKERS 17.33 GROUP 2 t 730-1300 TEAM ORIVFR ` GROUP 3 11.36 730-0110 BULL LIFTS, OR SIMILAR EQUIPMENT USED IN LCADING OR UNLOADING TRUCKS. TRANSPORTING 17.41 MATERIALS CN JOB SITES:WAREHUUSING CITY OF RENTON NCRTIt FIRST STRFFT i STREET IMPROVEMENTS PAGE 18 0 I r, t tr T' 4 'i r t it b t 4. HWY-R32320-AA PREVAtI. ING MINIMUM HOURLY WAGE RATES FEBRUARY 25, 1987 y OCCUPATION: TEAMSTERS i LOCATION: CLALLAM. GRAYS HARBOk. ISLAND. JEFFERSON. KING, KITSAP, LEWIS. MASON. P►CII iC )NORTH OF THE WAHKIAKUM COUNTY NORTHERN BOUNDARY EXTFNDEO DUE WEST TO THE PACIFIC OCEAN). PIERCE. SKAGIT• SNOHOMISH, THUBSTON, ANC WHATCLM BOUNTIES. d kr.F RATES 4 OCCUPATION OCCUPATION STATE CODE DESCRIPTION RATE GRUMP 3 R 730-02-03 DUMPSTERS. ANU SIMILAk EQUIPMENT:TOURNO— 17.41 ROCKERS, TOURNOWAGON. TOURNOTRATLER. CAT DW SERIES. TERRA COBRA. LETOURNEAU, WESTINGHOUSE ATHEY WAGON. LJCLID. TWO AND FOUR—WHEELED . POWER TRACTOR WTIO TRAILER AND SiMILAR TOP— ' - LOADED EQUIPMENT TRANSPORTING MATERIAL AND PERFORMING WORK IN TEAMSTER JURISOICTION:DUMH TRUCKS. St DF. ENG AND BOTTOM DUMP, INCIOIDING SEMI—TRUCKS A"D TRAINS OR COMBINATIONS EREDF:UP TO AND INCLUDING 5 YARDS 730—Of :L TRUCK. GREASE )RUCK. GREASER. BATTERY 17.41 .R VICE MAN AND/OR TIRE SERVICE MAN 730-11w SCISSORS TkL CK 17.41 730-1350 TRACTOR. SMALL RIBBER—TIRED (WHEN USED WITHIN 17.41 TEAMSTER JURISDICTION) 730-1753 VACUUM TRUCK 17.41 *30-2000 WATFR WAGON AND TANK TRUCK: UP TO 1600 17.41 GALLONS 30-2203 WINCH TRUCK: SINGLE REAR AXLE 17.41 130-2220 WRECKER, TOW TRUCK AND SIMp.AR EQUIPMENT 17.41 GROUP 3A 730-0463 FLAHERTY SPREADER 17.74 GROUP 4 T30-0503 FLATBED TRUCK. DUAL REAR AXLE 17.52 GRUMP 5 . yp 730-0083 BUGGYMOBILE AND SIMILAR 17.58 �' <A CITY OF RENTON NORTH FIRST STREET [ �e STREET IMPROVEMFNTS PAGE 19 ) t I .4. LLI y '•ter„ _ Y _ 5 c. 4' HWY-932320—AA PREVAILING MINIMUM HOURLY WAGE RATES FEBR'UARY 25. 1987 OCCUPATION: TEAMSTERS LOCATION: CLALLAM. CRAYS HAR*UR, ISLAND. JEFFEP;JN. KING. KITSAP, LEWIS. MASON. PACIFIC (NORTH OF THE WAHKIAKUM COUNTY NORTHERN BOUNDARY EXTENDED DUE WEST TO THE PACIFIC OCEAAI. PIERCE. SKAGIT. SNOHOMISH• THURSTON. AND WHATCCM COUNTIES. WAGE RATES t� OCCUPATION OCCUPATION STATE '!r CODE DESCRIPTION RATE GROUP 5 733-0670 HYSTER OPERATORS (HAULING BULK LOOSE 17.58 AGGRFGAT FSI 730-1190 STRADDLE CARRIER (RCSS. HYSTER AND SIMILARI 11.58 730-101D WATER WAGON AND TANK TRUCK: 1630 GALLONS 17.58 TC 3000 GALLONS GROUP 6 730-1500 TRANSIT—MIX. 0 TO AND INCLUDING 4.5 oJS. 17.62 GROUP 7 730-0210 DUMPSTERS. AND SIMILAR EOUIPMENT:TOJRNO— 17.63 RLCKERS. TCURNOWAGON. TOURNOTRAILER. CAT OW SERIES. TFRRA COBWA. IETCURNEAU. WESTINGHOUSE ATHEY WAGON. EUCLID. TWO AND FOUR—WHEELED - POWER TRACTOR WTI- TRAILER AND SIMILAR TOP— LUADEO EQUIPMENT TRANSPORTING MATERIAL AND PERFORMING WORK IN TEAMST5R JURISDICTION:OUMP TRUCKS, SIDE. END AND o01^.M DUMP. INCLUDING -� SEMI—TRUCKS AND TRAINS OR COMBINATIONS THEREOF:CVER 5 YARDS TU AND INCL. 12 YARDS 730-0410 FXPLOSIVE TRULK (FIELD MIX$ AND SIMILAR 17.63 EQUIPMENT 710-0710 LCWBEO AND HEAVY DITTY TRAILER: UNDER 50 17.63 TONS GROSS - 730-114) SLURRY TRUCK DRIVER 17.63 730-1160 SNO—GO AND SIMILAR EQUIPMENT 17.63 730-2210 WINCH TRUCK: DUAL REAR AXLE 17.63 GROUP 7A CITY OF RENTON NCRTH FIRST STRFFT STREET IMPROVEN'NTS PAGE 20 y a1 f i HWY-R 32320—AA PREVAILING MINIMUM HOURLY PAGE RATES FE BRUARY 25, 1987 OCCUPATION: TEAMSTERS LOCAT .JN: CLALLAP. GRAYS HARBOR. ISLAND. JEFFERSON. KING. KITSAP. LEWIS. MASON. PACIFIC (NORTH OF THE WAHKIAKUM COUNTY NORTHERN BOUNDARY FXTFNDED DUE WEST TO THE PACIFIC OCEANI. PIERCE. SKAGIT. SNCAtOMISH. THURSTON. AND WHATCLM COUNTIES. WAGE RATES OCCUPATION OCCUPATION STATE r! CODE DESCRIPTION RATE i GROUP 7A 730—051J OIL DISTRIBUTOR DRIVER IR(-AD) 17.74 GROUP R 730-0220 OUMPSTERS. AND SIMILAR EJUIPMENT:TOURNO— 17.69 ROCKERS. TCURNOWAGON. TOJRNOTRAILFR. CAT OW SEP" $. TERRA COBRA. LETCURNEAU, WESTINGHOUSE A' . WAGON. EUCLID. TWO AND FOUR—WHEELEO A TRACTOR WTH TRAILER AND SIMILAR TOP— %EJ EQJIPMENT TRANSPORI ING MATERIAL ANC PERFORMING WORK IN TEAMSTER JURISDICTION:UUHP TRUCKS. SIDE. END AND BOTTOM DUMP. INCLUDING SEMI—TRUCKS AND TRAINS OR COMBINATIUNS THEREOF:OVER 12 YARDS TO AND INCL. 16 YARDS GROUP 9 730-0100 BLLK CEMENT TANKER 17.74 730-0230 DLMPSTERS. AND SIMILAR EDUIPMENT:TOURNO— 17.74 RCCKERS. TOURNCWAGUN. TOUgNOTRAILER. CAT DW SERIES. TFRRA COBRA. LETOURNEAU, WESTINGHOUSE ATHFV WAGON. EUCLID. TWO AND FOUR—WHEELEO POWER TRACTOR WTH TRAILER AND SIMILAR TOP— LCADFO EQUIPMENT TRANSPORTING MATERIAL AND PERFORMING WORK IN TEAMSTER JURISDICTION:OUMP TRUCKS. SIDE. END AND BOTTOM DUMP. INCLUDING SFMI—TRUCKS AND TRAINS CR COMBINATIONS THEREUF:OVEP 16 YARDS TO AND INCL. 2G YARDS 730-2015 WATER WAGON AND TANK TRUCK: OVER 3300 GALLONS 17.74 R CITY OF RENTON NORTH FIRST STREET STREET IMPROVEMENTS PAGL 21 s' s r- HWY-R32320-AA PREVAILING MINIMUM HOURLY WAGE RATES FEBRUARY 25. 1987 OCCIW ATICN: TEAMSTERS LOCATION: CLALLAP. GRAYS HARBOR. ISLAND. JLFFERSON. KING. KITSAP. LEW.S. MASON. PACIFIC (NORTH OF THE WAHKIAKUM COUNTY NORTHERN BUUNOARY FXTENOEU DUE wFST TO THE PACIFIC CCEANI. 71FRCE. SKAGIT. SNOHUMISH. THURSTON. AND WHATCGM COUNTIES. WAGF RATES OCCUPATION OCCUPATION STATE CODE OESCRIPTICN RATE GROUP 10 730-0120 BULL LIFTS. OR SIMILAR EQUIPMENT USED IN 17.76 LCAUING OR UNLOADING TRUCKS. TRANSPORTING MATERIALS ON JOB SITES:OTHER THAN WAREHOUSING .ROIiP 11 730-1405 TRANSIT MIX. 17.79 OVER 4 YOS. TU AND INCLUUING 6 YDS. GROUP 114 730-1510 TRANSIT-MIX USED EXCLUSIVELY IN HEAVY 17.79 1. CCNSTR. IOVFR 4 YDS. TO :.ND INCL. 6 YDS.1 GROUP 12 730-0010 A-FRAME CR HYURALIFT TRUCK: OR SIMILAR 17.89 EQUIPMENT WHEN A-FRAME OR HYDRALIFT OR 1 SIMILAR EQUIPMENT IS IN USE GROUP 13 .j 730 0243 OUMPSTERS. AND SIMILAR EQUIPMENT:TOURNO- 17.91, RCr.KERS. TOURNOWAGON, TOURNOTRAILER. CAT OW SERIES. TERRA CCBRA, LETCURNEAU. MESTINGHOUS ATHEY WAGON. EUCLID. TWO AND FOUR-WHEELED PCWFR TRACTOR WTH 'RAILER AND SIMILAR T0r r . LCAOFO EQUIPMENT TRANSPORTING MATERIAL A PERFORMING WORK IN TEAMSTER JURISDICTION: TRUCKS. SIDE, ENC AND 807TCM DUMP, 1NCLUDUw SEMI-TRUCKS AND TRAINS OR COMBINATIONS THEREOF:OVER : YARDS TO AND INCL. 30 YARDS CITY OF RFNTON NCRTH FIRST STREET STREFT IMPROVEMFNTS PAGE 22 `- r HWY-R32320-AA PREVAILING MINIMUM HOURLY WAGE RATES FEBRUARY 25, 1987 OCCUPATION: TEAMSTERS S` LOCATION; CL4LLAM. GRAYS NAFBUF. ISLAND. JE FFERSUN. KING. K[TSAP. LEWIS. MASON. PACIFIC (NORTH OF THE WAHKIAKUN COUNTY NORTHERN BOUNDARY FXTENOEO DUE W- I TO THE PACIFIC OCEAN(. PIFRLE. SKAGIT, -} SNOHOMISH. THUk STUN• AND WHATCCM COUNTIES. WAGE RATES OCCUPATION OCCUPATION STATE COUF CESCRIPT-ION RATE i GROI .3 ' 130-0720 LO,BFD AND HEAVY DUTY TRAILER: 50 TONS 17.91 GROSS TO AND INCLUDING 100 TONS GROSS GROUP 14 730-1+15 TRANSIT MIX. 17.95 OVER 6 YES. TO AND INCLUDING 8 YOS. GROUP 15 730-02SO OUMPSTFRS. AND SIMILAR EJUIPMENT.TOURNO- 18.07 RCCKERS, TOURNUWAGON, 70URNOTRAILER. CAT DW SERIFS. TERRA COBRA. LETCURNEAU. WESTINGHOUSE A1HF.Y WAGON. EUCLID. TWO AND FOUR-WHEELED PCWER TRACTOR MTh TRAILFR AND SIMILAR TOP- LEADED EOUIPMFNT TRANSPORTING MATERIAL AND PERFORMING WORK IN TEAMSTER JURISDICTION:DUMP TRUCKS, Si DF. ENO AND BOTTCM DUMP, INCLUDINu SEMI-TRUCKS AND TRAINS OR CUMBINATIONS THEREOF:CVER 30 YUS. TO AND INCL. 43 YOS. 730-0730 LCWBED AND HEAVY DUTY TRAILER: OVER IUO 18.07 TONS GROSS GROUP 16 730-1425 TR..NSIT MIX. 18.11 OVER 0 YOS. TO ANU C.CLUDING 30 YOS. 1 A CITY OF RENTON NORTH FIRST STRFFI STREET IMPRPVEMENTS PAGE 23 - - v p L. A T HWY-R12320-A-' PREVAILIN4 VIN,MUM HOURLY WAGE RATES FEBRUAR.Y 25. 198T i OCCUPATION. TEAMSTERS LOCATIUN: CLALL r. GRAYS HARBOR. ISLAND. JEFFERSON KING, KITSAP. LEOIS. MASON. PACIFIC (NORTH OF THE WAHKIAKUM CGUNTY NORTHERN BOUNDARY FXTFNDE❑ DUE WEST TO THE PACIFIC CCEAN). PIERCE. SKAGIT. , SNOHOMISH. THURSTON. AND WHATCOM COUNTIES. WAGF RATES ' OCCUPATION OCCUPATION STATE CODE DESCRIPTION RATE GROUP I l 740-0260 DUMPSTERS. AN., SIMILAR EQUIPMENT TOURNC- 16.23 RCCKERS. TOURNUWAGON. TOURNOTRAILER. CAT OW SERIES. TERRA COBRA. LETCURNEAU. WESTINGHOUSE ATHEY WAGON. EUCLID. TWO AND FOUR-WHEELED j PCWER TRACTOR WTH TRAILER AND SIMILAR TOP- LCADFO EQUIPMENT TRANSPORTING MATERIAL AND PERFORMING WORK IN TEAMSTER JURISDICTION:DUMP TRUCKS, SIOF. END AND BOTTGM DUMP. INCLUDING SEMI-TRUCKS AND TRAINS OR COMBINATIONS THEREOF :CVER 40 YARDS TO AND INCL. 55 YARDS GRUMP 18 T30-1435 TRANSIT MIX. 18.28 OVER 10 YUS. TO AND INCLUDING 12 YUS. GROUP 19 730-1445 TRANSIT MIX. 16.44 OVER 12 YDS. TO AND INCLUDING 16 YDS. GROUP 20 T30-144T TRANSIT MIX. 18.60 a OVFR 16 YDS. TO AND INCLUDING 20 YUS. GROUP 21 730-1451 TRANSIT MIXERS AND TRUCKS HAULM CONCRETE: 18.76 OVER 20 YDS. LTTY OF RENTCN NORTH FIRST STREET STREET IMPROVFMENTS PAGF 24 1 1 te. h HWY-R323.'O-AA PREVAILING MINIMUM HOURLY wAGE RATES FEBRUARY 25. 1987 OCCUPATION: TEAMSTERS LOCATION: CIALLAM. GRAYS HARBOR. ISLAND. JEFFERSON. KING. KITSAP, LEWIS. MASON. PACIFIC INORTH OF THE wAHK1AKUM COUNTY NORTHERN BOUNDARY EXTENUED DUE WEST TO THE PACIFIC OCEAN). PIERCE, SKAGIT. SNIYIDMISH, THURSTON. AND NHATCOM COUNTIES. W.GE RATES OCCUPATION OCCUPATION STATE CODF DESCRIPTION RATE GROUP 22 730-0400 ESCORT DRIVER 12.25 730-1020 PILOT CAR 12.25 GROUP 23 730-0490 FLATBED Tk UCK. SINGLE REAR AXLE 15.50 730-1010 PICK-UP TRUCK 15.53 GROUP 24 730-C810 MECHANIC HELPER 17.16 GROUP 25 730-0803 MECHANIC 17.75 GROUP 14A 130-1570 TRANSIT-MIX USED EXCLUSIVELY IN HEAVY 17.95 CCNSTR.:CVER 6 YOS. TO AND INCL. 8 YDS. GROUP 16A 710-1533 TRANSIT-MIX USED EXCLUSIVELY IN HEAVY 18.11 CCNSTR. :GVER 8 YDS. TC AND INCL. 10 YUS. GROUP 18A 1540 TRANSIT-MIX USED EXCLUSIVELY IN HEAVY 18.28 CCNSTR.:CVFR 10 YDS. TO AND INCL. 12 YDS. CITY OF RENTON NCRTH FIRST STREET i STREET IMPROVEMENT , PAGE 25 I HWY-R 32320-AA PREVAILING MINIMUM HOURLY MADE RATES FEBRJARY 25. 19ST CKCUPATION: TEAMSTERS IOCATIUN] CLALLAP. GRAYS HARBOR. ISLAND, JEFFERSON. KING, KITSAP, LEK'.S• 3 MASON. PACIFIC (NORTH OF THE .AHKIAKUM COUNTY NORTHERN 80U:4JARY i EXTENDED DUE WEST TO THE PACIFIC CCEANI. PIERCE. SKAGIC. SNOHOMISH. THURSTON. AND WHATCCM LOUNTIES. WAGE RATE ` OCCUPATION OCCUPATION STATE � . CODE DESCRIPTION RATE GROUP ISA T30-1550 TRANSIT-MIX USED EXC-USIVELY IN HEAVY 18.44 CCNSTR.:UVFR 12 YDS. TO AND INCL. to YOS. GROUP 20A T30-1560 TRANSIT-MIX USED EXCLUSIVELY IN HEAVY 18.60 CCNSTR.:OVER 16 YOS. TO AND INCL. 20 YDS. GROUP 21A y 710-15TO TRANSIT-MIX USED EXCLUSIVELY IN HEAVY 18.T6 CCNSTR. :OVER 20 YDS. OTHER T30-ST35 STATE: FOP. OCCUPATION 730-0260 1N GROUP 17 ADJ .15 SIHR. FOR EACH 10 YARD INCREMENT OVER A5 YARDS 730-9736 STATE: OVERTIME-A.L WURK PERFORMED IN EXCESS OF R HOURS PER DAY OR 40 HOURS PER WEEK. NUN- . DAY THROUGH FRIDAY. AND ALL MURK PERFORMED ON CATURDAYS (FXCEPT MAKE-UP DAYS) SHALL BE F',ID AT 1+112 TIMES THE REGULAR RATE OF PAY. ALL WI,RK PERFORMED ON SUNDAYS AND HOLIDAYS SHALL OF PAID AT DOUBLE THE REGULAR RATE OF PAY. Ck� i 1 CITY OF RENTON 3 NORTH FIRST STREET STREET IMPF. vEMENTS PAGE 26 TiN, 1 �1� I F i" REQOIRF,MENT FOR THE P%EVENTION OF ENVIRONMENTAL POLUU nU_;RrSrRV'AT1ON OF PUBLIC—AATQIFCL—FESMCES In accordance with the provisions of Chapter 62, Laws of 1973, H.B. 621, the Contractor shall secure any permits or licenses required b and comply full with all q Y. P Y Y provisions of the follow- ing laws, ordinances, and resolutions: King County Ordinance No. IS27 requires Building and Land Dave opment ivision and Hydraulics Division review of grading and filling permits and unclassified use permits in flood hazard are Resolution No. 16230 establishes storm d•:ain design star, irds to be incorporated into project design stand- ards to be incorporated into project design by Engineering Services. Reivew by Hydraulics Division. K,in�'.,.CC;uft Ordinance No. 600, No. 900, No. 1006 and Resolution ro• ai,a rvo• fd53��Zd�Sd—Ao 26 an o. mined an King county Code litleS 8 and 10 are provisions or disposi- tion of refuse and litter in a licensed disposal site and rro- vide penalties for failure to comply. Review by Division of Solid Waste. i Ru&et Sound Air Pollution Control Agency Regulation I: A regu- ati� on to contro t e emission of air contaminants from all sources within the jurisdiction of tt� Puget Sound Air Pollution Control Agency- (King, Pierce, Snohomish, and Kitsap Counties) in accordance with the Washington Clean Air Act, R.C.W. 70.94. WASHINGTON STATE DEPARTMENT OF ECOLOGY W.A.C. 18-02: Requires operators of stationary sources of air contaminants to m>intain records cf emissions, periodically re- port to the State information concerning these emissions from his operations, and to make such informatior available to the public. See Puget Sound Pollution Control Agen,:y Regulation I. R.C.W. 90.48: Enacted to maintain the highest possible standards to e,sure t e purity of all water of the State consistent with j public health and pcblic enjoyment thereof, the Dropagation and . . . r protecting of wildlife, bids, game, fish, and uuner 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 oth,rs to prevent and control the pollution of the waters of the State of Washington. It is unlawful to throw, drain, run or otherwise discharge into any of the water of this State any organic or inorganic matter that shall cause or tend to cause pollution of such waters. The law also provides for civil penalties of $5,000/day for each violation. i R.0 W, 70."5: Establishes unifo.m statewide program for handling so Id wastes which will prevent land, air and water poliut'-en. Makes it unlawful to dump or deposit solid wastes onto or ander the surface of the ground cr into the waters of this State except at a solid waste disposal site for which ttiere it a valid permit. WASIIINGTON STATE DEPARTMENT OF NATURAL RESOURCES ' R.0 1. 76.04.370: Provides for abatement of additional fire haz- a rd an s upon which there is forest debris) and extreme fire PB ) hazard near building, roads, campgrounds, and school ground; T.ie owner _and/or person respons. hazard areas of additional fire ible is fully liable in he event a fire starts or spreads on property on which an extreme fire hazard exists. R.C.W. 76.04.010: Defines terms relating to the -uppression or i a aT tent o orest sires or forest fire conditions. R.C.W. 70.94.660: Provides for :r.n_e of burning permits for a atin�r prevention of forest hazards, instruction or silvicultural operations. R.C.W. 76.04.310: Stipulates that everyone clearing land or 1 c caring rig t-Of-way !hall pile and burn or dispose of by other satisfactory means, all forest deb-is cut thereon, as rapidly s 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: Lana governing surface mining (including sand, grave stone, and .arth from borrow pits) which provide for fees and permits, plar. or operation, reclamation plan, bonding, and inspection of operations. , I W.AC. 332-18: Delineates all requirements for surface mined an. rec amation. - W.A.C. 332-24: Codifies requirements Of R.C.W. 76.04 pertaini to an c caring and burning. ng U. S. ARMY CORPS OF ENGINEERS Section 1 of the River and Harbor Act of June 13 1902: Author- izes ecretary o Army an orps o ngineers to assue 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 Feder:0 Water Pollution Control A-t (PL92-S00 MOW e�ut (riz^e�e�tary Fr the Army, acting _t O t e orps of Engineers, to issue permits for the discharge of dredged or fill material into the navigable waters he specified disposal sites. Permits'may be denied if it is determined th3 such K arge shell fish wbeds hand fishery areastandnwildlifeaormuniciplwrecreatater p,nllsareas. MISCELLANEOUS FEDERAL LEGISLATION -- ! Section 13 of 'he River and Harbor Act a roved March 3 1899: ;ruvi es coat disc arge o re use wit out a permit into navigable waters is prohibited. Violation is punishable by fine. Any citi- zen may file a complaint with the U. S. Attorney and share a par- . + tiur. of the fine. lfit .2- 7 , Y' 4K 1 r 5 ? 9. PERMITS REQUIRED FOR THE PROJECT ARE AS FOLLOWS: KING COUNTY BUILDING AND LAND DEVELOPMENT DIVISION Kin Count Resolution No. 25789 requires an unclassified use per=zt or z ing, quarrying znclud;ng borrow pits and associ- ated activities such as asphalt plants, rock crushers) and ' refuse disposal sites and provides for land reclamation subse- quent to these activities. A copy is available at the Department of Public Works or Building and Land Development Division. Shoreline Mana ement Act 1971 requites a permit for construction on tate s ore Ines. ermtt acquired by Public Works and reviewed by Building and Land Development Division. King County Ordinance No. 1488 requires permit for grading, land fills, graved ts�, -umping—quarrying and mining operations except on County right-of-way. Review by Building and Land Develop- ment Division. WASHINGTON STATE DEPARTMENT OF FISHERIES AND GM1E Chapter 112 Laws of 1949: Requires hydraulics permit on certain projects. (King County Department of Public Works will obtain.) WASHINGTON S ATE DEPARTMENT OF ECOLOGY N.A.C. 173-220, Requires a National Pollutant Discharge Elimination ystem permit before discharge of pollutants from a point source into the navigatle waters of the State of Washington. W.A.C. 372-24: Permit to discharge commercial or industrial waste waters into tate surface or ground water (such as gravel washing, pit operations, or any operation which results in a discharge which contains turbidity.) N.A.C. S08-12-100: Requires permit to use surface water. W.A.C. SOB-12-190: Requires that changes to permits for water use Be reviewe y t e Department of Ecology whenever it is desired to change the purpose of use, the place of use, the point of withdrawal and/or the diversion of water. i W.A.C. SOB-12-220: Requires permit to use ground water. W.A.C. SOB-12-260: Requires R permit to construct reservoir for wa° er storage. W.A.C. 508-12-280: Requires permit to construct sto^age dam. W.A.C. SOB-60: Requires permit to construct in State flood contro. zone. King County Public Works secures one for design. Contractor secures one 'or his operation (false work design, etc.). i I -3- f PRO-1 N. ist t . Improvements Burnett N to park N-Specs. 2+ PERMITS REQUIRED FOR TIIE PROJECT - Continued WASHINGTON 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.W. 76.04.1SO, 76.04.170, 76.04.1801 and 70.94 due to exteme fire weather or to prevent restriction Of visibility and excessive air pollution. A.C.W. 7,.O8.030: Cutting permit required before cutting me'. ' ant- ! a e Lim er. R.C.W. 76.08.275: Operating permit required before operating power equipment 'in dead or down timber. A.C.W. 78.44.080: Requires permit for face frommborrow pits) . era- Lion inc u ing sand, gravel, stone, UNITED STATES ARMY CORPS OF ENGINEERS 1 j Section 10 of River and Harbor Act of March 3 1899: Requites permit or construction of er t an rt ges, see . S. Coast Guard administered permits) on navigable waters (King County Department of Public Works will obtain) . "r I FIRE PROTECTION DISTRICT R. � R.C.W. 52.h8.010 52.28.020, S2.28.030, 52.28 .040 S2.28.OSO: rove es aut ority or, requirements o , an pens ties or ailure to secure a fire pe:mii for building an open fire within afire protection district. UNITED STATES COAST GUARD Section 9 of River and Harbor Act of March 3 1899 General Brid e Act o Marc , an meta ri a Act o 1 4 as amen e >` 1 u ust Requires a permit or construcu or-o��'i ge on naviga a waters (King County Department of Public Works will obtain) . King County Department of Public Works will comply with pertinent sections of the following laws while securing the afore- mentioned permit: Section 4(f) of Department of Transportation i Act, National Er,virennental Policy Act of 1969, Water Quality Improvement Act of 1970. j PUGET SOUND AIR POLLUTION CONTROL AGENCY Section 9.02 d 2 iii of Re ulation I: Request for verifica- uon of—popu anon ensity. 'ontractor should be sure his opera- { Lions are in compliance with Regulation I, particularly Section - 9.02 (outdoor fires) , Section 9.04 (particulate matter--dust) , and Section 9.1S (preventing particulate matter from becoming airborne) . -4- i �. tart• x d PERMITS REQUIRED FOR THE PROJECT - Continued ENVIRONMENTAL PROTECTION AGENCY Tit".e 40 Cha ter Ic, Part 61: Requires that the Environmental P—r�tect ion gency a note ie 5 days prior to the demolition of any structure containing asbestos at (excluding residential structures having fewer than 5 dwelling units; . The above requirements will be applicable only where called for on the various road projects. Copies of these permits, ordinances, laws, and resolutions are available for inspection at the Office of the Director of Public Works, 900 King County Administration Building, Seattle, Washington, 98104. It shall be the responsibility of the Con- * f 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. , i� S -5- i 0 r ♦ A R k kC. 6 t C °1 1 • Y I' .. SUPPLEMENTAL �I C Li �L y ,. ;. . A 1 h 1 ' Icy CITY OF RDrtON STANDARD SPECIFICATIOSS THE STANDARD b-CIFICATIOS FOR ROAD, BRIDGE AND MNICIPAL CONSTRCTIO!PREPARED BY THE WASHINGTON STATE DEPARTMENT O TRANSPORTATIO/AND THE NA94INGTON STATE CHAPTER M THE AERICAN RELIC WOWS ASSOCIATION 19" EDIT16N SMALL BE HEREINAFTER F40W M TO AS THE 'STANDARD SPECIFICATIONS' AND SAID SPECIFICATIONS TOGETHER WITH THE LAWS OF THE STATE OF HA.9R1ICTON MD THE OHUINMCES AM CHARTER OF THE CITY OF PENTON, SD FAR AS APPLICABLE, ARE HEREBY INCLUDED IN THESE SPECIFICATIONS AS TOUON QUOTED IN THEIR ENTIRETY AD 91ALL WELT EXCEPT AS MENDED ON 9PERSFD0 BY THE SPECIAL POVISIOS HEREIN. A COPY OF THESE STANDARD SPECIFICATIONS IS ON FILE IN THE OFFICE OF THE PUBLIC Vows DIRECTOR, i MUNICIPAL BUILDING, RENTON, 1ASHINOTON 98055, WERE THEY HAY BE EXAMINED AND COPIED BY ANY INTERESTED PARTY. AEREYER REYEPDEl IS MADE IN THE STANDARD SPECIFICATIONS TO THE OWNER OR STATE, SCH REFEIEU SMALL BE CONSTRUED TO NEAN THE CITY ON FENTON, AND MEE REFERENCE IS MADE TO THE ENOINEEN, SUCH "r...,. REFERENCE SHALL BE CONSTM.ED TO WAN THE DIRECTOR OF PUBLIC ROWS, CITY OF RENTON, OR HIS OILY AUTHORIZED REPRESENTATIVE. MOTE: THE SPECIAL AND SUPPLEMENTAL PROVISIONS HEREINFTER IXWTAIED SHALL RE IN ADDITION TO UR SMALL SUPERSEDE PROVISIONS OF THE STANDARD SPECIFICATIONS Iv CONFLICT HEREWITH. f STANDARD PLANS THE STANDARD PLANS FOR ROAD MID BRIDGE CONSTRUCTION BY THE WASMIH TON STATE DEPMRTIERT OF TRANSPORTATION MD THE WASHINGTON STATE CHAPTER OF THE AMERICAN PLRIC WOWS ASSOCIATION IREV.01111/651 ARE HEREBY INCLUDED IN TKIE SPECIFICATIONS AS THOUGH QIDTED IN THEIR ENTIRFTY MO SMALL APPLY EXCEPT AS MENDED OR SUPERSEDED BY THE CITY OF PENTON STANDARD PLANS 90UD HEREIN. A COPY OF THESE STANDARD PLOWS N. CITU OF PENTON STANDARD PLANS IS ON FILE IN THE OFFICE ON THE PIBIC WORK DIRECTOP, MNICIPAL BUILDING, RENTON, WASHINGTON 9SO55, HERE THEY MAY BE EXAMINED MO COPIED BY ANY INTFPESTED PARTY. HEADINGS HEADINGS TO PARTS, SECTIONS, FOBS, ARTICLES .YD SUB-ARTICLES ARE INSERTED FOR CONVENT_NEE OR REFERENCE ONLY AND BALL NOT AFFECT THE INTERPRETATION OF THE CONTRACT DOCUMENTS. SLPPLDErtAL AM SPECIAL POVISIOS STRUCTURE THE SPECIFICATIONS NOTED HEREIN ARE IN ADDITION TO, OR PN UIEU OF, THE STANDARD SPECIFICATIONS. WERE SECTIONS ARE HAWED -REPLACEMENT SECTION OR 'P1WilA`L REPLACEMENT SECTION", THE SPECIFICATIONS HEEIN ARE TO REPLACE, OR PARTIALLY REPLACE, THE STANDARD SPECIFICATIONS NOTED. WERE SECTIONS ARE MARKED •ADDITIONAL SECTION", THE SPECIFICATIONS WREIN ARE TO BE AN ADDITION TO THE STANDARD SPECIFICATIONS NOTED, WERE SECTIONS ARE NMED 'SPPLBEITAL SECTION•, THE SPECIFICATIPS IEAEIN ARE TO E A SIPPLEMENT TO THE STANDARD SPECIFICATIONS. I 1 DIVISION I GENERAL RERIIRENEI(TS 1-01 DEFINITION AO TERMS 1-01.10 DEPARTMENT, DEPARTMENT OF TRANSPORTATION (ADDITIONAL SECTION) WHEN THESE SPECIFICATIONS REFER TO THE OEPARTE-W OR (DEPARTMENT ON TRANS TATION THIS REiE11 wr WILL ALSO INCLUDE THE CITY MERE APPLICABLE. OR 1-0.1.11 ENGINEER (IERACEMENT SECTION) THE DIRECTOR OF P(,BLIC WCA(S, ACTING DIRECTLY OR TMONW HIS AUTHORIZED REPRESENTATIVES. 1-01 23 $LCETARY SECRETARY RF TRANSPORTATION (SEPLEMENTAL SECTION) THE OH,EY EAEOTIVE OFFICER TO THE DEPNT ANT SMALL ALSO REFER TO THE DIRECTOR OF PUBLIC WORKS, 1-01.26 STANDARD SPECIFICATIONS (ADDITIONAL SEDTIONZ OTHER CERTAIN REFERENCED STANDARDS, AS USED IN THIS SPECIFICATION, ME FIRM THE LATEST EDITIONS OFI AWWA AHERICAN WATERWORKS ASSOCIATION ANSI AERICAN NATIONAL STMOMDS ASA AERICAN STANDARDS ASSOCIATION ASTM AHERICAN SOCIETY FOR TESTING AND MATERIALS NEC NATIONAL ELECTRICAL WOE 'M 1-01 27 STATE (AQDITIOWAL SECTION) THE STATE 31A.L ALSO REFER TO THE CITY OF RENTON AND ITS AUTHORIZED IEPFESERTATIVES MERE APPLICABLE. 1-01.77 WHO%QNG DRAWINGS (REPLACEMENT SECTION) THE TERN 'SOP DRAWINGS' SMALL REFER TO THE PICTORIAL DESCRIPTION OF THE DETAILS OF PROPOSED MATERIALS,EQIIPHENT, METHODS ON tNSTALLATION. OR OTHER CONsIRUCTION PEPMIEp BY THE OJNIRACTORM A SbCONiR11C11A, ON A IAAA/'ACTJRFJR AA StIROTTED FOR THE APPROVAL OF THE %Wk. I.O1,7B ACT OF ODD (ADDITIONAL SECTION) -ACT OF GOD- MEANS AN EMRTHI INE, ROOD, CYCLONE, OR OTHER CATACLYSMIC PIEMpEmm OF WrJE. A MIN. WINDSTORM' MIC H WATER OR OTHER NATURAL PHENOMENON OF U&SAlL INTENSITY FOR THE SPECIFIC LOCkM OF THE WINK, WHION MIGHT REASONABLY NAVE BEEN ANTICIPATED FORM HISTORICAL RCOOS OF THE k. GENERAL LOCALITY OF THE UDR(, SMALL NOT BE COSTRUED AS AN ACT W GOD. 1-01.JS OR EQUAL (ADDITIONALSECTION) WHERE THE TOM 'OR EQAL' IS LLSEO HEREIN, THE DMEA, OR THE OMEN ON RECOMMENDATION OF THE ENGINEER, SHALL BE THE SOLE JWGE Or THE QUALITY AND 9IIT491Ll TY OF THE PROPOSED SCSTIMION. 1-01.9 APPROVAL (ADDITIONAL SECT�N THE TEAM -MTADVAL' OR 'APPROVED' SMALL MEAN APPROVAL GIVEN BY GH GIVEN PROPERLY ON THE BEHALF OF THE OWNER. SMPPI~tAl Sgclrc•tl" (Rev 02/09/87) PAQA 2 s W a. F1 1-02 810 PROCMMS AD CONDITIONS g 1-02.2 PLAN$ wry �ECIFIunaa (REriR(><rolT sEcna) , COPIES OF PLANS AND SPECIFICATIONS (BIDDING DOCUMENTS) WILL BE ON FILE IN THE DESIGN ENGINEERING SECTION O THE CITY OF RENTON PUBLIC MOWS OEN ARTIEXT 200 MILL AVENUE SOUTH. MENTOR PA. 9W55. BIDDING DOCUMENTS MAY BE OBTAINED AT THE ABOVE OFFICE, OR BY MAIL, ON RECEIPT OF THE FEES AS SET FORTH IN THE CALL FOR BIDS. MAKE CHECKS PAYABLE TO THE CITY OR REIITON. 1-02.6(1) PROPRIETARY INFORMATION ) VENDOR %QXD 1tiNTIFV CLEARLY ANY MATERIAL(S) MACH CONSTITUTE '(VALUABLE) FGMLRE, DESIGNS, 7 DRAWINGS, AND RESEARCH DATA' SO AS TO BE EXEMPT FROM PUBLIC DISCLOSURE, RLb 42.17.310. OR ANY MATERIALS OTHERWISE CLAIMED TO BE EXEMPT, ALONG WITH A STATEMENT OF THE BASIS FOR SUCH CLAIM of EXEMPTION. THE DEPARTMENT (OR STATE) WILL GIVE NOTICE TO THE VENDOR OF ANY REQUEST FOR DISCLOSURE OF SUCH INFO ARTLN RECEIVED WITHIN 5 (FIVE) YEAS FROM THE DOTE OF SIBQSSION. FAILIM TO SD LABEL SUCH MATERMN OR FAILURE TO TIMELY RES'CD AFTER NOTICE OF REQUEST FOR P1$IC DISCLOSURE HAS BEEN GIVEN SHALL BE DECDD A WAIVER BY THE SUBMITTING YOM OF ANY CLAIM THAT SUCH MATERIALS ARE. IN FACT, SD EXEMPT. 1-02.12 PUBLIC OPENINGS O BIDS (REPLACEMENT SECTION) e SEALED BIDS WILL BE RECEIVED BY THE CITY O NENTON , WASIINGTON. Br FILING WITH THE CITY CUEM, MNICIPAL BUILDING, RENTON, WASHINGTON, AS PER THE CALL FOR BIDS AND WILL ME 09ED AND PUBLICLY HEM ALOUD. 1-05 AWARD AND EXECUTION OF CONTRACT i-O5.1 CONSIDERATION OF B'OS (AODITIONAL SECTION) iALL BIDS WILL BE BASED ON TOTAL BN ALL SCHEDULES OF PRICES. NO PARTIAL BIDS WILL BE ACCEPTED I UNLESS 50 STATED IN THE CALL ''OR BIDS OR SPECIAL PROVISIONS. THE CITY RESERVES THE MILT HOWEVER TO AWARD ALL OR ANY SCHEDULE OF A BID TO THE LOWEST BIDDER AT ITS DISCRETION. 1-O4 SCOPE OF THE WO-K 1-04 5 RRMUME AD PROTEST BY Hi CONTRACTOR (REPLACEMENT SECTI(NZ ARSE MESTIONS ARISING SCTMEEN THE INSPECTOR END THE CONTRACTOR OR HIS SUPERINTENDENT OR FORCIAN AS TO THE MEANING OR INTENT OF ANY PART OF TOE PLANS AND SPECIFICATIONS OR MY CONTRALT DOCUENT, SNLL BE IMMEDIATELY BROUGHT TO THE ATTENTION OF THE PUBLIC MOMS DIRECTOR OR HIS REPRESENTATIVES FOR INTERPRETATION AD ADJUSTMENT, IF WARRANTED. FAILURE ON THE PART O THE PUBLIC MOMS DIRECTOR OR HIS REPRESENTATIVE TO DISCOVER AD CODEW OR REJECT IMPROPER. DEFECTIVE OR INFERIOR WORK OR MATERIALS, SHALL NOT BE CONSTRUED LS AN ACCEPTANCE O AT SUCH WOK OR MATERIALS, OR THE PART OF THE IMPROVEMENT IN WHICH THE SAE MI'/ HAVE BEd Uff0 TO PREVENT DISPUTES AND LITIGATION, IT IS BATHER AGREED BY THE PARTIES HERETO TA" THE Plar i WRNS DIRECIOR OR HIS REPRESENTATIVE }ALL DETERHTf THE QUANTITY AD ORLITY OF THE SEVERAL KINDS OF ROM EMBRACED IH THESE IMPROVEMENTS. HE SHALL DECIDE ALL QUESTIONS RELATIVE i0 THE EXERTION OF THE WORK AND THE INr.VWTATION OF THE PLANS AD SPECIFICATIONS. IN M EVENT THE ODNTRAOTOR IS R THE OMIN UN IE WILL K DAMAGED BY SUCH INTERPETAIMN, HE SHALL, WITHIN 5 DAYS, NOTIFY THE ENGINEER AND THE CITY CLEW IN MUTING OF THE ANTICIPATED NOLTUE AM AMOUNT OF THE DAMAGE OR DAMAGES. THE IS OF THE EGSENCE IN THE GIVING OF SUCH NOTICE, IN THE SpplwMntA1 SpAc1F,CMtt" (MY 02/09/87) PKDA ) aN F� Y 1-04.5 cowim m EVENT AN AGREEMENT CANNOT THEN BE REACHED WITHIN J DAYS, THE CITY AND THE CONTRACTOR WILL EACH APPOINT AN ARBITRATOR APO THE TWO 94ALL SELECT A THIRD WITHIN 30 DRYS THEREAFTER. THE FINDINGS OD DECISION OF THE BOARD OF ARBITRATOS 9ALL BE FINAL AHD BINDING ON THE PARTIES, UNLESS THE AGGRIEVED PARTY, WITHIN 10 DRYS, CHALLENGES THE FINDINGS AND DECISION BY SERVING ND FILING A PETITION FOR REVIEW BY THE SUPERIOR COURT OF KING COUNTY, WASHINGTON. THE GDUOS FOR THE HPETITION FOR REVIEW ARE LIMITED TO SNOWING THAT THE FINDINGS AND DECISION: 1. AM NOT RESPONSIVE TO THE QUESTIONS SUIDUTTED; 2. 1S CONTRARY TO THE TERMS OF THE CONTRACT OR ANY COMPONENT TIETEOF; S. IS ARBITRARY AND/OR IS NOT BA5ED UPON THE APPLICAE E FACTS AND THE LAW CONTROLLING NNE ISSUES SUBMITTED TO ARBITRATION. i THE BOARD OF A MITRATORS 94%LL SUPPORT ITS DECISION BY SETTING FORTH IN WRITING THEIR FINDINGS APO LOCLUCIONS BASED ON THE EVIDENCE AOOUDD AT ANY SUCH HEARING. THE ARBITRATION 94ALL BE CONDUCTED IN ACCORDANCE WITH THE STATUTES OF THE STATE OF WASHINGTON AND COAT DECISIONS GDVERNING SUON PROCEDURE. x THE COSTS OF REM ARBITRATION 9ALL BE BOOS EQUALLY BY THE CITY AND THE CONTRACTOR UNLESS IT IS THE BOARD'S MALORITY OPINION THAT THE CONTRACTOR-S FILING OF THE PROTEST OR ACTION IS CAPRICIOS OR WITHOUT REASONABLE FOUNDATION. IN THE LATTER CASE, ALL COSTS BALL BE BORE BY THE CONTRACTOR, THE VENUE OR ANY SUIT 9A.L BE IN KING COUNTY, WASHINGTON, AND IF THE CONTRACTOR IS A HEN-RESIDENT ' OF THE STATE G WASHINGTON, HE SHALL DESIG%IE AN AGENT, UPON *ON PROCESS NAY BE SERVED, BEFORE .. CM4EWING WOW UNDER THIS CONTRACT. THE CONTRACTOR ACCEPTS THE TERMS AND CONDITIONS OF A CHANGE ORDER BY DDORSEIENT OF THE CHANGE ORDER, BY ACCEPTANCE THROJON SEPARATE WRITiW., OR BY FAILURE TO PROTFST AS PROVIDED IN THIS SECTION. ANY CHANGE ORDER ACCEPTED BY THE CONTRACTOR 94ALL BE FULL EQUITABLE AD.IISTMENT FOR ANY MDR( CHANGED OR REQUIRED BY THE CHANCE ORDER. THE CONTRACTOR ALSO ACCEPTc ANY WRITTEN OR ORAL ORDER, DIRECTION, INSTRUCTION, INTERPRETATION, OR DETERMINATION FROM TIE ENGIEER BY FAILURE TO PROTEST AS PROVIDED IN THE SECTION. R. PEEN A CONTRACTOR PROTESTS A GANG ORDER OR OTHER WRITTEN OR ORAL DOER, THE CONTRACTOR 94ALL KF'P FULL AND COMPLETE RECORDS OF THE COSTS AND ADDITIONAL TIME INCUIWD. THE CONTRACTOR 94ALL PERMIT THE ENGINEER TD WIVE ACCESS TO THOSE RECORDS AND ANY OTHER RECORDS THE ENGINEER DEEMS NECESSARY TO ASSIST IN EVALUATING THE PROTEST. ALL PROTESTS WELL BE EVALUATED BY THE ENGINEER. IF THE ENGIEER FINDS THE PROTEST TO HAVE MERIT, THE ENGINEER WILL WV(E AN EQUITABLE A0.MTMENT IN THE AMOUNT OF COSTS TO BE PAID FOR THE MDR( OR THE THE REQUIRED AS HE DEEMS PROPER, IF THE ENGINEER FINDS THE PROTEST TO BE WITHOUT MERIT, NO ADASTENT WILL BE MADE. RETEST BALL NOT RELIEVE THE CONTRACTOR FROM HIS OBLIGATION TO PROCEED PROP7LY WITH IN WON AS ORDERED BY THE ENGINEER } }_y" USE OF MATERIALS FWD ON THE PROJECT (ADDITIONAL SECTION) ALL SALVAGE WATER'RL 4S NOTED ON THE PLANS AND TAKEN FROM ANY G' THE DISCMBED FACILITIES SHALL, AT THE ENGINEER-S DISCRETION, BE CAREFULLY SALVAGED AND DELIVERED TO THE CItt 94PS. ALL SALVAGED MUTER MAIMS, FIRE HYDRANTS, VALVES AND APPURTENANCES, CATCH BASINS, AND STOW AD SANITARY WHOLE COVERS 9ALL BE SALV43k' NO DELIVERED TO THE CITY SOPS. Supple tal Specificetims ;Rev 02/D9/87) Page 4 k (' a LM 1-04.10 GDNTIKEO ANY COST INDAtED IN SALVAGING ARD DELIVERING SUCH ITENS S&-L BE CONSIDERED INCIDENTAL Tp THE PRDUECT AND NO COMPENSATION WILL BE MARE. 1-04.12 HASTE SITES (ADDITIOAL SECTION) ALL WUTCRIALS DESIGNATED BY THE ENGINEER TO BE MASTED 91ALL BE HALLED, GAPED, AM SPREAD AT TIE LOCATIONS SELECTED BY THE CONTRACTOR. THE GGNTWACT`)R 2041 HAVE THE RESPONSSIBILITY OF ORTAINING HIS OWN WASTE SITE. ALL WON INCLIDFD IN THIS SECTION 91ALL BE CONSIDERED TO BE INCIDENTAL TO OTHER ITEMS OF W7A( AD NO ARTIER COMPENSATION RILL HE MADE. i THE RODTE TAKEN TO THE WASTE SITE SHALL BE MAINTAINED SOLELY BY THE CONTRACTOR IN A MANNER AS DESCRIBED BELOW: iTHE CONTRACTOR 94ALL BE PREPARED TO USE WATER TBLERS, POWER SWEEPERS. *0 RELATED EQUIPMENT AS DEEMED NECESSARY BY THE Pl13LIC WORKS DIRECTOR TO ALLEVIATE THE PFMEM OF LOST SPOILS ALONG THE AGATE. PRXP RESTORATION OF THE RONTE IS MANDATORY. THE r.7NTRACTOR SHALL SELYRE ALL NECESSARY PERMITS AM APPROVALS FOR ANY WASTE SITE TD HE Osm. COPIES ON THE PERMITS AND APPROVALS ARE TO BE SL@RTTED M THE ENGINEER PRIOR TO STARTING ANY WOK. 1-04.13 HDLRS OF WOO( (ADDITIONAL SECTION) THE WORKING HORS FOR CITY PROJECTS WILL BE LIMITED TO WEEKDAYS O ;NG THE PERIOD FROe S:DO A.M. TO 5:00 P.M. THE H OL RS OF WORK MAY BE CHANGED AT THE DISCRETION 6 T.S ENGINEER WHEN IT IS IN THE INTEREST ON THE RELIC OR THE CONTRACTOR DUE 10 REASONS IF SAFETY. HEALTH, OR WELFARE, 1-04.14 CONTRACTOR'S COPIES OF CONTRACT OCCUENT5 (ADDITIONAL SECTION THE CONTRACTOR WILL BE SUPPLIED BY THE OMER WITH S SETS OF PLANS AND SPECIFICATIONS. AT LEAST ONE. SET OF CONTRACT DOCl/ENTS, I CLLDIW: ONE FLLL SIZE SET OF DRAWINGS, MALL ff KEPT A' 'HE SITE OF CONSTRUCTION IN GOOD CONDITION ITION A AT 41 TIMES AVAILABLE TO THE ORE, ARD THE ENGINEER. COSTO' RDRTN�CTION.ADDITIONAL COPIES ON 71E LDNTRACT OOLlAElETS, IF WQLORED, WILL BE FURMI9ED BY THE OWNER AT HET C 1-05 CONTROL OF WORM 1-05.3 PLANS AMC MORNING DRAWINGS (PARTIAL RFPLACEENT +LCT1ON) 1RAWINS SUBMITTED SHALL BE ON 22 INCH BY S1 INCH MYLAR OR DIALLER SHEETS WITH DDENSIONS IN MLLTIPLES OF B 1/2 BY 11 INCHES. 1_05.3(1) SEMI TTALS (lEW SECTION) THE CONTRACTOR 94ALL FUN19H FIVE CONIES OF ALL DRAWINGS. SPECIFICATIONS, DESCRIPTIVE DATA. GERTIFIC--ES, SAMPLES, TESTS, METHOD, SCEOLLES, AND KAMFALTtRER'S INSTRUCTIONS AS PEWIRED TO DFMOISTRAk FULLY THAT THE MATERIALS AHD EWIP ENT TO BE FURNI9ED AHD THE METHOD OF WORK COMPLY WITH THE PROVISIONS ARO INTENT OF THE SPECIFICATIONS AND DRAWINGS. IF THE INEORATION 90WS Noy DEVIATION FROM THE COOAALT REAKIREIENTS, THE CONTRACTOR SHALL, BY A STATEMENT IN WRITING ACCOPANYIMG THE INFOW4TION, ADVISE THE ENGINEER OF THE DEVIATION AND STATE THE REASONS THEREFORE. Suppl~tal Spapillcatip (Rey 02109/87) P.W 5 1_OS,s,(�1 C9N51RU!'Tta sTNCINc cREFLRCMNT SECTla> THE ENGINEER SMALL HAVE THE RIC R TO NAAE REASONABLE CHANGES IN THE GRADES AS THEY ARE 94DMN ON THE OUMINGS. CAMS WILL K ESIAIIW IN THE FORA O OFFSET STAKES AT DISTANCES HOT GREATER THAN 25 Nx FEET FAA BATTER SONGS OR 50 FEET FDA LANA. SET IN ADVANCE OF THE MO K- AEIEVER MOAT( IS IN PROGRESS, THE v;OMTMCTOR 90LL HAVE IN HIT EMPLOYMENT A ROREII COMPETENT TO KT A BATTER @OAM OR OTHER CONSTRUCTION OliOE FROM THE LINE AD GRACE STAKES GIVE/BY THE ENGINEER- SUCH D LWEES 9ALL H'.',YE THE OUTY AO RFOWSILITV O RACING AO MAINTAINING SUCH COSTTRCTION GUIDES. A BATTER BOARD SET WITH AN ENGIf-IR'S LEVEL 91ALL K USED FOR ALL LINES SET ON A GRADE Or j 0.50 PERCENT OR LESS. AT LEAST THEE NATTER HOARDS SALL REMAIN IN PLACE DRING PIPE LAYING ' @FMTIOS. IF, THROUGH THE WRRL;TOR'S NEGLIGENCE, ANY STARES TALL BE DESTROYED AMC REQUIRE RESETTING. A SUN SHILL K DEDUCTED FROM TIME CONTRACTOR'S rIHAL PAYIEPR EQUIVALENT TO THE EXTRA COST IN DC14.ERINC REWIRED FOR SLOM REPLACEMENT. THE LASER METHOD OF ESTAIISDYG OAOE MAY K USER ' WlO'N5; 1. REQUESTS POUR USE, LISTING EWIP1@MT. AO VI TW OF OPERATION ARE SUSKITTED FOR CITY REVIEW AND APMOVAL AT LEAST FIVE DRYS PRIOR TO USE. a 2. CRAMS ARE OEOED AT LEAST ONCE EVER` SD FEET AO AT LEAST ) TIMES DRILY BY CONENTIONAL WEIIHOD . W 4 ), PROPER0PER NOIONIHO OF PIPE IS PERFORMED IN LOCATIONS WHERE A DX IS EIHD Mf[!1 FOR EXCAVATION. THE CONTRACTOR SMALL ARRANGE HIS MOW, TO ALLOW A REASOPAILE TIME FOR THE SMITING OF STAKES FOR THE NEXT RASE Or HIS OPERATION TO PREVENT UOU( DE-AYS WHILE WAITING FOR CONSIAMTION GUIDES. THE CONTRACTOR Sw L ASSRE FULL RUPONSISILIT' FOR DETAILED DIWID61ONS RUC FOR TRANSFERRING FLD'ATIONS OR MEASUREMENTS MELSURM FROM SUM STAKES NO MW(S. DELAYS BY REASON OF LACK OF STAKES OR A TIME REQUEST FDA SIAVEV LESS THAN ) DAYS. ARE OEUED R RISK TO THE COMACTOR AD BALL NOT K THE VMS FOR CLAIMS FOR OWITIGNAL COP' ION OR CONSTRUCTION Inc. AL. COSTS FOR THE CORMCTOR'S SURVEYING BALL K CONSIDERED INCIDENTAL TO OTHER BID ITEMS IN THE PROPOSAL, AND NO FURTHER COMPENSATION WILL K MADE, IPLESS A WO ITEM FOR SURVEYING IS SPECIFICALLY LISTED IN 1HE SOCOILE OF PRIDES. sY' ' 1-05.)(7) CDHTMCI_ R�FRQYIOEp CP.STRlCT10N STAKING bty SECTION) WERE THE CONTRACTOR 15 F"U:AED TO PROVIDE CONSTWC'TION STAKINC. HE 94ALL K RESP0611E FOR KORINC THE SERVICES OF A POOESSIOAL LAND SURVEYOR WO SALL PROVIDE Al 3RVEY STAKING NEEDED IN CGNLCTION WITH THE RMGIECT. THIS STAKING 90LL CONSIST Or, HR NOT K LIMITED TO: ROADWAY CE RELINE SANITARY SEWER SLOPE STAKING FIRE HYDRANTS Dow AHO GUTTERS STREET LIGRINC OARING AD PAVING UNDEAGIOPDING POWER A TELEPHONE TTRFIETRY TRAFFIC SIGNAL SYSTEM STOW GRAIN SYSTEM 9AL CO. E P.M.R.S. VAULTS NMAM NTS MO/PENT REFERENCE/STRAD0.E POINTS ' SIGNAL SYSTEMS A PILES Swl~tAS SpMclftati" (MAY 02/09/87) PAQP M N i x .4! pj:, 1-0.S(Y) CONT11UFD THE CONTRACTOR SNAG. ASSUME FILL RE9O6IBILITY FOR TW ACCURACY OF THE STAKING AD 94ALL PROVIDE ALL 1EPLK04ENT STAKING OR RE-STAKING NEEDED. IlE CITY WILL PROVIDE THE CONTRACTOR'S SURVEYOR WITH THE HORIZONTAL AND VERTICAL CONTROL NEEDED TO PERFORM THE CONSTRUCTION STAKING. THE CONTRACTOR'S SURVEYOR SMALL PROVIDE THE ORIGINAL FIELD NOTES NO A SET OF THE FIELD NOTES WHION SAL- CONTAIN AS-CM61RUCTM LOCATIONS OF THE IMPROVEMENTS CONSTRUCTED OOEO THIS CONTRACT. THESE NOTES SMALL CONTAIN AS A MINIMUM THE CENTER LINE STATION AND OPT SET AD OJT TO EACH TEE. VALVE. U BEND, WOAANT. MANHOLE, CULVERT, CATCH BASIN, INLETS. CLEAMWS, SIDESEWER, WATER SERVICE, ORB, C, GUTTER. SIDEWALK, AD ALL OTHER CMAGES IN ALIGNMENT OR WADE AS MAY RE NEEDED TO MAW ACCURATE AS CONSTRUCTED RECORDS OF TIE PRNECT. THESE NOTES SMALL E KEPT LEGIBLY, IN A FMAT L'DN'OMING M N GOOF ENGINEERING PRACTICE IN A BAWD COVERED FIELD TTDOK S MY/EIED M THE CONTRACTORS S WDOR BY THE CI'.Y ON Imaw. THE LION SUM WIT PRICE FOR CONSTRUCTION STAKING WILL E FILL C'ORJRIATION FOR ALL 9RVEYING NEC"c TO CONSTRUCT THE IMPROVEMENTS TO THE LINE AND GRADE PER THE APPROVED PLANS, NO TO PPOVIDE THE j EWIRED CONSTRUCTION AD RS-COSTRCIED FIELD NOTES. PARTIAL PAYMENTS FOR MIS ITEM WILI E WADE IN CONNECTION WITH Tit MONTHLY PAY ESTIMATES BASED VON WOK COMPLETED AS DETERMINED BY THE ! ENGINEER. ALL ROADWAY STAKING, SUD4 AS CEMERLINE, CLOW AND MITTENS, ND OWING AD ;PAVING ]ALL E 001E AT A MINIMUM OF ZS FOOT CENTERS. A COT OF AL CUT-SHEETS AA SIMILAR WORK SWILL BE GIVEN TO THE CITY AO A COPY OF THE SURVEY CONTROL NOTES 94RLL E GIVEN TO THE CITY WHEN DOE. I� 1•0.30) CWTMCTW PROVIDED AS-9JILT INFORMATION - I IT 9011.1 E THE CONTRACTORS ElONSIBILITY TO RECORD TH ,CATION, BY CENTERLINE STATION, OFFSET. I AD DEPTH EL00 PAVEMENT, OF ALL EXISTING UTILITIES UNCOVERED OR CROSSED MIRING HIS WOK AS COY lED UNDER THIS PRDDECT. .._S IT SHALL E THE CONTRACTORS RESPONSIBILITY TO MOVE HIS SURVEYOR LOCATE BY CENTERLINE STATION. OFFSET NO ELEVATION, EACH MEIN ITEM OF WORN DONE UNDER THIS CONTRACT. MUM ITEMS OF WORN 9411L E EFINED TO INCLUDE THE FOLLOWING ITEMS: MANHOLES CATCH BASINS AND INLETS VALVES VERTICAL MD HORIZONTAL ENDS JUCTION BOXES G.EANOTS SUE SEARS STREET LIGHTS A ST404VS wows MAJOR CHMNFES IN DESIGN GRADE(S) VALETS CULVERTS AFTER THE COMPLETION OF THE MOM COVERED BY THIS CONTRACT. THE CONTRACTORS SURVEYOR SMALL PROVIDE TO THE CITY THE HARD COVER FIELD BDOI((S) CONTAINING THE CONSTRUCTION STAKING, AD ASIUILT MOTES; AND ONE 50 OF WHITE PRINTS OF THE C06IRUCTION DRAWINGS UPON WHICH NG HAS ROTTED THE NOTES OF M CONTRACTOR LOCATING EXISTING UTILITIES, AND ONE SET OF WHITE PRINTS OF THE CONSTRUCTION DAwIms UPON MICH HE HAS ROTTED THE ASBUILT LOCATION OF THE NEW CAN AS RECOIEIED IN THE FIELD WON(S). THIS CAWING BALL EAR THE SURVEYORS SEAL AD SIGNATURE CERTIFYING ITS ACCURACY. 4 THE LOP SUM OMIT PRICE FOR CONSTRUCTION STRUNG WILL E FILL OW06ATIC N FOR ALL SURVEYING NEEDED TO CONSTRUCT THE IMPROVEMENTS TO THE LINE APO WADE PER THE APPROVED PLANS, AND TO PROVIDE THE REQUIRED CONSTRUCTION AD AS-CONSTRICTED FIELD NOTES. PARTIAL PAYMENTS FOR THIS ITEM WILL E MADE IN CONNECTION WITH M MONTHLY PAY ESTIMATES BASED VON WOM C04PLETID AS DETERMINED BY TIC ENGINEER. t u Supplemental SptlPlatlON (MY 02/09V87) Pop 7 1-05.13 FINAL ADMTACE (REPLACEMENT SECTION) THE CONTRACTOR SMALL NOTIFY THE ENGINEER IN WRITING OF THE COM•-tTION OF THE WON METE PON THE ENGINEER WILL NIOPTLY. BY PERSONAL INSPECTIGN, SATISFY HIMSELF AS M THE ACTUAL COMPLETION OF THE WOW( IN ACCOWMCE WITH THE TLAQ O THE CONTRACT, AND SMALL HERE PON RECME/C TO THE OWNER THAT THE WORM IS ACCEPTABLE. FINAL DETERMINATION OF THE ACCEPTABILITY OF THE WON SWLLL EE MAGE By THE OIEEN. FCCE"OU By THE CONTRACTOR OF FINAL WPEHSATION FOLLOWING FINAL ACCEPTANCE BY THE CITY aI CONSTITUTE Flly A/O FINAL PAYMENT FOR ALL WORM( UNDER THE CONTRACT, INCLUDING ARV CLAIM FOR CRANED CONDITIONS OR OWCED WOW, DADERS DR EXTRA WON, DELAY OR ANY OTHER CAUSE FOR CLAIMS FOR 'A ADDITIONAL COMPENSATION. S 15 METHOD O SERVICE OF NOTICE (REPLACEMENT SECTION) WRITTEN NOTICE SMALL BE OEM TO MY[ BEEN OILY SERVED IF DELIVERED IN PERSON TO THE I DIYIDINL.OR TO A PARTIEA OF THE FIRM, OR TO AN OFFICER Or THE COiDRATIOI ON OWNER ON TO 11E CITY CLERK, a i IF SENT BY REGISTERED WINED STATES NAIL TO 11E BUSINESS ORATION SQN IN THE CCMTRACT ODGLNNNTS. 1-:P—.16 EAHORS AND ONISSIONS (MI! SECTION) K IF THE CONTRACTOR, IN THE COARSE DF N!S WORK. KCOES AWARE OF ANY "AM OR OMISSIONNS IN THE CONTRACT DOCUMENTS OR IN M LAYOUT AS GIVEN BY SRVEY POINTS AND INSTRUCTIONS, OR if HE BECOES DARE OF ANY DISOW PACY WETWEM THE CONTRACT DOCUAEMTS AO THE PHYSICAL CONDITIONS O THE LOCALITY, HE SHALL IMEDIATELY INNOM THE ODINEER. THE ENGINEER, IF HE DEEMS IT NE RECTIFY THE MATTER AM ADVISE THE CONTRACTOR ACCODINOLY. ANY NOON( )FOE A16' S{EN CESSSARARYY, SMALL UNTIL AUTHORIZED, WILL BE DOE AT THE CONTRACTOR-S RISK. 1-07 LEGAL RELATIONS AM RE900SIBILITIES TO THE PUBLIC 1_07 A SANITATION (AOOITIOML TAN ALL k*VW, INCIAIIED IN SALyJNG ACCESS. PARKING, AND SANITATION FACILITIES SMALL OF. CONSIGFED INCIDENTAL TO THE PROJECT AID NO COPENSATION SMALL BE MADE. 1-07.7 LOW UN Yc (REPLACEMENT SECTION) ALL MOTOR VDMIOLES OF THE CONTRACTOR, SACO1TRACTOLS, AND SUPPLIERS BALL STRICTLY WHERE TD CHN"ER . AE.M OF THE MOTOR VEHICLE LAWS OF THE STATE OF WASRINGTON (1967 EDITION AD AENpNENIS THEREON) IN REGARD TO TO SIZE, WEIGHT, A WOWS orMOTOR VEHICLES. PAYMENT WILL NOT BE MADE FOR ANY MATERIAL THAT IS M'VERED IN EXCESS O TIE LEGAL WEIGHT FOR WHICH THE VEHICLE IS LICENSED. ANY VIOLATION OF THESE REOLATIONS 94ALL BE REPQTED M THE AFFECTED LAW ENFORCEMENT AGENT. THE CONTRACTOR IS TO FUNISH TO THE PUBLIC WOKS DIRECTOR A LISTING O' ALL RNA. VEHICLES 050 ON THE PROJECT, LISTING THE VEHICLE NUMBER, LIQ7 EER HSE NUA , TAE WEIGHT, AV LICENSED LOW LIMITS. 1-07.9 WAIFS (REFLAop"T SECTION) THIS CONTRACT IS 3UWMT TO CHAPTER 59.1: RCN, AD AMENDMENTS APO ADDITIONS THERETO RELATING TO MINIMUM WAGES. ON FEDERAL AID PWgCTS, FEOFNAL WAGE LAWS AND AEOLATIO4 ARE ALM AP)1.ICABLE. HOURLY MINIMUM RATES OF WAGES AND FRINGE BENEFITS ARE SOWN IN M CONTRACT, NIEN FEDERAL WAKE RATES AND FRINGE BENEFITS ARE LISTED, THEY ARE IN ACCORDANCE WITH THE UNITED STATES DLPARTNENT OF LABOR DECISION NOHR N B3-5110. SWDIWRWntWI SDWCJf1CAtim, (RACY 02/09/87) PWOW B L 1-05.12 FINAL ACCEPTANCE (REPLACEMENT SECTION) THE CONTRACTOR, ANY SUBCONTRACTOR, OR OTHER PERSON DOING THE MOAT OR ANY PART OF IT SMALL NOT PAY ANY WOROEN, LABORERS, ON MECHANICS LESS THAN THE REQUIRED HOURLY MINIMUM RATES OF WAGES SHGN IN THE CO.TNACT. WAGES IN EXCESS OF SIGN NDULY RATES RAY BE PAID. IN ADDITION TO THE RAGE RATE DESIO ,TEE, THE EIBLOYLA BALL CONTRIBUTE FO; EACH COPENSAB,E ICIN THE FRINGE BENEFITS LISTED. IT 1S SPECIFICALLY UMRSTOCO AND AOEEO THAT THE CONE RATES AD FRINGE BENEFITS FOR THIS CONTRACT ARE SUBJECT TO CHANGES, THAT THE BIDDER ACCEPTS FULL RESPONSIBILITY AD A59.HES THE RISK OF ANY INCREASED LABOR COST By 'MASON OF PAYING NICER RAM THAN THOSE 90DWN :N THE CONTRACT. THE CITY _ DOES NOT WARRANT OR REPRESENT THAT LABOR CAI E PRQWMD FOR THE MINIMUM RATES SET FORTH OR AS CHANGED. IT IS THE CO FRACTOR•S RESPO SIBILI7Y TO ASCERIAIM THE WAGES ABOVE SUON MINIMUM AS HE WILL HAVE TO PAY. THE CONTRACTOR 94ALL POST, IN A LOCATION ACCEPTABLE TD THE CITY PVD LABOR AND INDUSTRIES, A COPY OF THE APPROVED *STATEMENT OF INTENT TO PAY PREVAILING WAGE'. A COPY O' TIE PR.-VAILIHG WAGE RATES FOR THE P%=T UON WHICH THE CONTRACTOR HAS INDICATED THE APPRQKIRATE R1BER OF WONERS IN EACH CLASSIFICATION; AD THE ADDRESS AD MU. NONE MAW OF THE INDUSTRIAL STATISTICIAN OF THE DEPARTMENT OF LABOR AND INDUSTRIES IMBIBE A CMAPlA1N1 OR INQUIRY CONCERNING PREVAIL.NG WAGES MAY E MADE. ON PROJECTS GOVERNED BY WAGE RATES DETERMINED BY THE STATE OF VA941WTON IV",A XT OF LABOR AID INDUSTRIES AND BY THE U. S. SECRETARY OF LABOR, IF THERE 15 A DIFFERENCE BLTIEEN THE TWO IN THE PREVAILING RATE OF WAGE FOR A SIMILAR CLASSIFICATION OF LABOR, THE CONTRACTOR 94ALL PAY NOT LESS THAN THE NAGE MAIM IS THE HIDER IF THE TWO. IF THE CONTRACTOR MAKES USE OF APPRENTICES ON .PROJECTS OOVEREG BY WAGE RATES DETERMINED BY TOE STATE DEPARTMENT OF LABOR AND INDUSTRIES, HE SHALL PRESENT TO THE ENGINEER WRITTEN EVIDENCE OF REGISTRATION OF SUCH EwL.JYEES IH A PROONAA APPROVED BY THE STATE APPRENTICESHIP COUNCIL AND THE PERIOD OF PRO(RESSION FOR EACH SUCH APPRENTICE EMPLDTEE. IF THE CONTRACTOR MAKES USE OF AYRENTICES ON PROJECTS O WJM BY WAGE RATES DETERMINED BY THE U. S. SECRETARY OF LAM, HE 94ALL PRESENT TO THE ENGINEER WRITTEN EVIDENCE OF REGISTRATION 6 S1CU EMKOVFES IN A PR WNN OF A STATE APPENTYCES41P AND TRAINING AGENCY APPROVED NO RECOGNIZED BY THE U. S. DREW OF APPOIE14TICESHIP AD TRAINING. IN THE ABSENCE OF SUCH A STATE AGENCY, THE CONTRACTOR SHALL SIPUT EVIDENCE OF APPROVAL AND REGISTRATION By THE U. S. BUEAU OF ARRENN710E94IP AND TRAINING. THE CONTRA'YOR BALL SUBMIT TO THE ENGINEER MITTEN EVIDENCE OF THE ESTABLIM ARRENTICE .,.._ ..._. JOpEYMRM RATIOS AND WAGE RATES IN THE HROIECT AMR. WHICH WILL E THE ORS,' FOR ESTABLISHING SUCH RAi1OS ND RATES FOR THE PROJECT UNDER THE AMICABLE CONTRACT FMVISIOS. IF AV DISPUTE ARISES AS TO WHAT ARE THE PREVAILING RATES OF RAGES FOR WON OF A SIMILAR NATURE TO THAT CONTDALATEU UNDER THE CONTRACT AND SUCH 019UTE CRMNDT E AWMIED BY THE PMTI-S OF INTEREST, INCLUDING LABOR AND MANAGEMENT REPRESENTATIVES, THE MATTER SMALL E RETOMAD TO THE 1 DIRECTOR OF THE DEPARTMENT Or LABOR AND INDUSTRIES OF THE STATE OF WA9HINGTOM (ON TO THE UNITED STATES SECRETARY OF LABOR WEN PEVAILING W_ES ESTABLISHED BY THAT OFICE AR INVOLVED), AND HIS DECISION THEREIN 9NLL E FIML, CONCLUSIVE AD BINDING ON ALL PARTIES INVOLVED IN THE D19VTE. lF THE CONTRACTOR MARES USE IF N LABOR CLASSIFICATION NOT LISTED IN M SPECIAL FRMISIKNS, THE CONTRACTOR SMALL REQUEST THE DETERMINATION OF THE W"WRIATE WAGE RATE FOR THE CLASSIFICATION AND FOR THE AREA IN WHICH WORK IS PEWDR ED, FROM THE INXSIRIAL STATISTICIAN OF TIE DEPARTMENT O H. LABOR AND INDUSTRIES. ¢FOE TE ClN RILL RF EASE LWH PgO111E55 ESTIMATE PATENT OMELI( TE C^NTRACTOR MST SUBMIT A `GERTIFICAi1ON BY GENERAL C0INTRACTOR„(EON SRPLIED BY CITY) CONFIRMING THAT PREVAILING RAGE P ITES HAVE EEN PAID SUPPIMWWPMtWI Sgt1FlCAtl" (Mv 02/09/87) PAR B I V 3. J � 1-07.9 [aTiNED ON FEDERAL-AID PRDIECTS THE CONTRACTOR AND EACH SUBCONTRACTOR SWILL ALSO FURNISH WEEKLY PAYROLL STATEMENTS TO THE ENGINEER. IF THE CONTRACTOR UTILIZES THE OCCUPATION CODE WHEN SUBMITTING PAYROLLS AD WAGE AFFIDAVITS, MID MORE THAN ONE JURISDICTIONAL AREA IS INVOLVED IN THE PAMT, TE 3JRISDICTIOAL AREA INVOLVED 94RLL BE SHOW IMEDIATELY FOLLOWING THE OCCUPATION CODE MUmR, I.E.: 10-0010 YAA.E. THE CONTRACTOR'S RECORDS PERTAINING TO WAGES PAID AND PAYROLLS SMALL BE WEN TO INSPECTION OR AUDIT BY REPRESENTATIVES OF TE CITY DURING THE LIFE OF THE CONTRACT AND FOR A PERIM OF NOT LESS TW N { THREE (7) YEW AFTER THE DATE OF ACCEPTANCE TIEIEDF, AND THE F9NTWETOR 94ALL RETAIN SGM RECORDS FOR THAT PERIOD. WHERE 9" RECAPS PERTAINING TO WAGES PAID AD PAYROLLS FOR THE CONTRACT ARE MAINTAINED BY RWWRACTORS OR AGENTS OF THE CONTRACTOR, TME CONTRACTOR EXPRESSLY GUARANTEES THAT THE RECORDS OF SLUR SUBCONTRACTORS OR AGENTS SMALL BE OPEN T( INSPECTION AND AUDIT BY REPRESENTATIVES MP THE CITY ON "E SAME TERMS AD CONDITIONS AS THE RECORDS O THE CONTRACTOR. IF AN AUDIT IS TO BE COMENCED MORE THAN SIXTY (60) DAYS AFTER THE ACCEPTANCE OAT- K THE CONTRACT, THE CONTRACTOR WILL BE GIVEN A REASONABLE NOTICE OF THE TIME AEN SOM AUDIT IS TO BEGIN. WOE PAYMENT IS MADE BY TE CITY OF ANY SUNS OE UM" TNIS R7NIRACT, TE CITY MUST RECEIVE FROM THE CONTRACTOR AND EACH SUBCONTRACTOR, A COPY OF •STATEIITR O INTENT TO PAY PREVAILING WAGES- (FORM L A I MINA 700-29) AS SIGNED MD APPROVED BY THE WASHIHGTON STATE DEPARTMENT OF LABOR AND INDUSTRIES. UPON COPLETION OF THIS CONTRACT, THE CITY MUST RECEIVE FROM THE CONTRACTOR AD EACH SACOMTMACTOR A COP' O -AFFIDAVIT OF WAGES PAID" (FORM L A I MNBER 70D-7 STATE DEPARTMENT O LABOR AD INDUSTRIES) CERTIFYING THAT ALL PREVAILING WAGE REO)IAEIENTS HAVE BEEN SATISFIED. THESE AFFIDAVITS WILL BE REQUIRED BEFORE ANY FORS RETAINED, ACCODING TO THE PROVISIONS OF Rp 60.28.010, NE RELEASED TO THE CONTRACTOR. FORMS MY SE OBTAINED FROM THE OEPARTIENM T LABOR AND '. INDUSTRIES. A FEE OF $12.50 PER EACH "STME'ENT O INTENT TO PAY AEVAi 'G WAGE AD -AFFIDAVIT OF WAGES PAID" 15 REQUIRED T:�CIL%PPW EACH FORM SBMITIED TO TE 0.PARTMENT OF LABOR AND INDUSTRIES. THE (CO TRACT(R 15 RE70M,,3LE FOR PAYMENT O THESE FEES AD SMALL MAKE ALL APPLICATIONS DIRECTLY TO TE DEPARTMENT O LABOR AD 2ND4TRIE5. THESE FEES BALL BE INCIDENTAL TO ALL TK BID ITEMS O MIS CONTRACT. IN ADDITION, TME PRIME CONTRACTOR 94ALL SUBMIT TO THE WASINGTON STATE DEPARTMENT OF LABOR AND INDUSTRIES A `REWEST FOR RELEASE' FORM PROVIDED BY THE OE9MTMENT O LABOR AD INDUSTRIES. 3-07.11(f) 9BC0NlW71NG (ADDITIONAL SECTION) BEFORE PAYMENT O TE FINAL ESTIMATE, THE CONIRACTOR BALL SBMIT AN AFFIDAVIT OF AQMTS PAID T^ MINORITY Mi1:ES DTpPRISE AD OF WOMEN BUSINESS ENTERPRISE ►ARTICIPAMTS ON THE FORA PROVIDED AY THE Cl TYM CERTIFYING THE MOMS PAID TO MINORITY RBDESS AC OR NOEN BUSINESS 7NTERPRISE PARTICIPANTS. 1-07.11(lO) RECORDS AND R�ROR'S (REPLACEMEV SECTION) THE CONTRACTOR WILL BE REQUIRED TO COPLETE AD SUBMIT THE FOLLOWING DOCUMENTS BEFOE PROGRESS AD OR FINK PAYMENTS TO THE CONTRACTOR WILL BE APPROVED BY THE PUBIC VMS DIRECTOR: 1. EAOM MONTH - DEPARTMENT O LABOR STANDARD FORM 257 2. EACH OILY - STATE HIG MAY FORM PR-1391 THE OWED WILL FUMISH THESE FORMS TO THE PRIME CONTRACTOR "I NG THE PRECONSTRLCTIO4 MEETING. SMPD1WMntW1 SOWClFlMytlmR (Rev 02/09/87) Pop 10 1-07.11(10) CONTINUED . AN EQUAL EMPLOYMENT OPPORTUNITY REPORT CERTIFICATE SHALL E E%EOIIED BY THE BIDDER WITH HIS BID PROPOSAL ON THIS PROJECT AND WHICH COMES WITHIN THE PROVISIONS O THE EAIAL EMPLOYENT OPPORTUNITY REGILATIOLS OF THE SECRETARY OF LABOR AS REVISED HAY 21, IMS. THE FORM OF CERTIFICATE WILL BE FURNISHED TO THE CONTRACTOR WITH THE PROPOSAL, IA4d THE CONTRACTOR WILL NEED TO COMPLETE, STATING AS TO NETHER HE, HIS FIRM, ASSOCIATION, PARTNERSHIP, OR COPORATION WAS PARTICIPATED IN ANY PREVIOUS CONTRACTS OR SUBCONTRAC'S SUBJECT TO THE EQUAL OPPORTUNITY CLAUSE ADO IF SO, WHETHER OR . NOT HE HAS SUBMITTED ALL RFPORT!� DUE DOER APPLICABLE FILIMG REQUIREMENTS. FAILURE ON THE PART OF THE BICCER TO FURNISH THE REQUIRED CERTIFICATE WILL E DUE CAUSE FOR - ' REJECTION O NIS 610. IF A PROPOSAL LADS AN EEO REPORT CERTIFICATE, AD THE COMPACTOR NOW OTHERWISE E AWARDED THE CONTRAC' THE CONTRACTOR SHALL HAVE 10 DRYS AFTER NOTICE BY THE DIRECTOR O PUBLIC WORMS TO PROVIDE THE SW. IF THE CONTRACTOR REFUSES OR FAILS WITHIN THAT TIME TO PROVIDE THE CERTIFICATE, THEN THE . PRfrUSAL GUARANTEE. IN THE FORM O BOO, CHECK, OR CASH WHICH VLCOPINIED THE BID. WILL E FORFEITED TO THE CITY. WIHEVER A CONTRACTOR REQUESTS PERMISSION TO Safi A PART OF ANY CONTRACT AND SUCH CONTRACT COWS WITHIN THE PROVISIONS O THE EQUAL OPORTUNITY REGULATIONS OF THE SECRETARY O LABOR, REVISED MAY 21, 1968. HE 94RLL OBTAIN THIS CERTIFICATION FROM HIS PROPOSED SlBCO1TRACTOR AND FORWARD IT TOGETHER WITH SUCH REQUEST. MO SUBCONTRACT WILL E APPROVED BEFORE RECEIPT OF SUCH CERTIFICATION FROM THE -48CONTRACTOR. FOR MIS PURPOSE, CERTIFICATION FUNS NAY BE OBTAINED FROM THE PROJECT ENGINEER ASSIGED TO MIS PIDIECT. 1-07.13 CONTRACTOR'S RESPONSIBILITY FOR NOW (REPLACEMENT SECTION) THE WOK SHALL BE UNDER THE CONTRACTOR'S RESPCN. ISLE CARE AND CHARGE. THE CONTRACTOR BALL BEAR ALL LOSS AD DAADE WHATSOEVER AO FROM WHATBOEVER CAUSE, EXCEPT THAT CAUSED SOLELY BY THE ACT O THE DIRER WHICH MAY OCCUR ON OR TO THE WOO( DURING THE FULFILLMENT O THE CONTRACT. IF ANY SUCH LOSS OR DAMAGE OCCURS, THE CONTRACTOR SHALL IMEDIATELY HAKE GOOD ANY SUCH LOSS OR DAMAGE. AND IN THE EVENT O THE CONTRACTOR REFUSINL OR NEGLECTING TO DO 90, THE OVER MAY, ITSELF OR BY THE EMPLOYMENT O SOME OTHER PERSON, MAKE GOOD ANY SUCH LOSS OR DAMAGE, AND THE COST AND EXPENSE O SO DOING 94ALL BE CHARGED TO THE CONTRACTOR. THE CONTRACTOR ALOE SHALL AT AL'- TIMES BE RESPONSIBLE FOR THE SAFETY OF HIS AND HIS SUBCONTRACTOR'S EMPLOYEES, AND FOR H13 AD MIS SLBCONTRA-TOR'S PLUM AND EQUIPENT AD THE METHOD O PROSECUTING THE WORK. DURING UNFAVORABLE WEATHER AND OTHER CONDITIONS, TIE CONTRACTOR SHALL PURSUE OBEY SCU PORTIONS O THE WOK AS SMALL NOT BE DAMADED THEREBY. NO PORTION O THE WOO( AROSE SATISFACTORY QUALITY OR EF.NCIENCY WILL BE AFFECTED BY UNFAVORABLE COUITIONS WALL BE :ANSTRUCTED WNILE THESE CODITIONS EXIST, UNLESS BY SPECIAL MEANS ON PRECAUTIONS ACCEPTABLE TO THE ENGINEER, THE CONTRACTOR 944LL BE ABLE TO OVERCOME THEM. 147.1A RESPONSIBILITY FOR DAMAGE (ADDITIONAL SECTION) THE CONTRACTOR 94ALL BE RESPONSIBLE FOR CONTROLLING DUST AND MD WITHIN THE PROJECT LIMITS AO ON ANY STREET WMIOR 15 UTILIZED BY HIS EQUIPMENT FOR THE DURATION O THE PROJECT. THE CONTRACTOR SMALL BE POEPA" TO USE WATERING TRACKS, POWER SWEEPERS. AO OTHER PIECES OF EQUIPMENT AS DEEMED NECESSARY BY THE ENGINEER, TO AVOID CREATING A MAISAEI:. 5upplsenGl Spp)Sf1CWt10NW (RAY 02/09/87) PWQA 11 f 1 M,. n L P 1 1-07,16 CONTINUED OUST NO MA CONTROL 94ALL BE CONSIDERED AS INDIDONTAL TO THE PROTECT, ND ND CONPENSATION WILL BE MADE FOR THIS SECTION. COMPLAINTS OF OUST, MAD OR UNSAFE PRACTICES AND/OA PROPERTY DAMAGE TO PRIVATE OWNERSHIP RILL BE TRAMSMITTED TO THE CONTACTOR AM PROMPT ACTION IN CONNECTING THOU W: L BE REQUIRED BY THE CONTRACTOR. ' 1-07 16 PROTECTION MD MSTOARON OF PROPERTY (ADDITIONAL SECTION) THE OWNER WILL OBTAIN ALL EASDeffS AND FRANCHIISES REQUIRED FOR THE PROJECT, THE CONTRACTOR SHALL LIMIT HIS ORFRATION TO THE AREAS OBTAINED AND SHALL NOT TRESPASS ON PRIVATE 1AOPERTY. THE OWNER MAY PWVIOE CERTAIN LADS. AS INDICATED IN CONNECTION WITH THE WOK UNDER THE CONTRACT TOGETHER WITH THE RIGHT OF ACCESS M SUCH LANDS. THE CONTRACTOR STALL NOT UIEASOAELY OCU48ER THE PREMISES WITH HIS EQUIMW OR MATERIALS. THE CONTRACTOR SHALL PROVIDE, WITH NO LIABILITY TO THE OVER, ANY ADDITIONAL LOD AO ACCESS TIOETO NOT SHOWN OR DESCRIBED THAT MAY HE REQUIRED FOR TEMPORARY CONSTAL^-TION FACILITIES OR STORAGE OF MATERIALS. HE 94ALL CONSTRUCT ALL ACCESS ADAM, DETOUR ROADS, OR OTHER TEMPORARY WON: AS REQUIRED BY HIS OPERATIONS. THE CONTRACTOR 94XL CONFINE MIS EQUI-WENT, STORAGE OF MATERIAL, AND OPERATION OF HIS WORKERS TO THOSE AREAS SHOWN AND DESCRIBED AM SUCH ADDITIONAL AREAS AS ND MAY PROVIDE. ,c A. GENERAL. ALL CONSTRCTION WON( UNDER THIS CONTRACT ON EASEMENTS, RIONT-EP-WAY, OVER PRIVATE PROPERTY OR FRANCHISE, SHALL BE CONFINED TO THE LIMITS OF SUCH EASEMENTS, RIUR-OF-MY OR FRANCHHISE. "- AONK 94ALL BE ACCOMPLISHED SO AS TO CAUSE THE LEAST NOW OF DISTURBANCE NO A a MINIMUM RAJA!' OF DAMAGE. THE CONTRACTOR SHALL SCMEOLE HIS WORK SO THAT TRENCHES ACROSS EASLIEN'S SHALL NOT BE LEFT OPEN DURING WEEKENDS OR HOLIDAYS MD TRQOES SHALL NOT BE OPEN FOR N OE THAN b HOURS. 'i B. STRCTURES. THE CONTRACTOR SHALL REMOVE SUCH EXISTING SRRCTUES AS MAY BE NECESSARY FOR THE PERFOM*U OR THE WOA AND, IF REQUIRED, SHALL REBUILD THE STRUCTURES THUS MOVED IN AS GIM A CODITION AS FOLIC. HE SHALL ALSO REPAIR ALL EXISTING STRUCTURES WHIM MAY BE DAMAGED AS A RESLLT OF THE RIOT( DOER THIS CONTRACT. C. EASEMENTS - CULTIVATED AREAS NO OTHER SURFACE IMPROVEMENTS. ALL CULTIVATED AREAS, EITHER AGRICLLTIRAL OR LAWS, AND OTHER SURFACE IWMV9ENTS WHICH ME DAMNED BY ACTIO5 OF HE CONTRACTOR CALL BE RESTORED AS NEARLY AS POSSIBLE TO HEIR ORIGINAL CONDITION. ' IUR TO EXCAVATION ON AN EASEMENT OR PRIVATE RIGHT-OF-WAY. THE CONTRACTOR $WALL STRIP TOP SOIL FROM THE TRENCH OR C06TRXTION AREA AND STOCKPILE IT IN SUCH A MM/ER THAT IT MAY BE REPLACED BY HIM, UPON COMPLETION OF COSTRUCTION. ORNAMENTAL TREES ND SFtUBBERY BALL BE CAFVILLY REMOVED WITH THE EARTH SUMMING THEIR ROOTS WRWTD IN BURLAP AND REPLANTED IN THEIR ORIGINAL POSITIONS WITHIN M HORS. ALL SHRUBBERY OR TREES OESTRO/EO OR DAMAGED, BALL BE REPLACED BY THE CONTRACTOR WITH MATERIAL OR EQUAL QUALITY AT NO ADDITIONAL COST TO THE OTHER. IN THE DVO THAT IT 15 NECESSARY TO TRENCH TIPDAM ANY LAWN AREA, THE SOD SHALL BE CAREFULLY CUT AND ROLLED AND REPLACED AFTER THE TRENCHES HAVE BEEN BNOTIU.ED. THE LAWN AREA SHILL BE MENDED BY SWEEPING OR OTHER MEANS, OF ALL EARTH AM DEBRIS. THE CONTRACTOR SHALL USE RLBBER WEER EQUIPMENT SIMILAR TO THE SMALL TRACTOR-TYPE 9WKMDES USED BY SIDE SEWER CONTRACTORS FOR ALL WOM, INCLUDING EXCAVATION AND BACKFILL, ON EASEMENTS OR RIGHTS-OF-WAY WHICH HAVE LAW AREAS. ALL FENCES, MNMERS, MAIL BOXES, OR OTHER TEMPORARY ,. Supplemental Sped Ficstlms (Rev 02/09157) Pape 12 y ..... 1' N., i 1-07.16 CONTINUED OBSTACLES SHALL K REMOVED BY THE CONTRACTOR AND IMMEDIATELY REPLACE, K/ER THE TRENCH IS BAOKFILLED. IN THEIR ORIGINAL POSITION. THE CONTRACTOR BALL NOTIFY THE OWNER AL PROPER', OWNER AT LEAST ZA HORS IN AOVADE OF ANY NOW DOE ON EASEMENTS OR RIGHTS-?-DAY. D 4ACE TO EXISTING STOICTLRES OUTSIDE OF EASEMENT AREAS THAT MAY RESULT FROM ,ffRATERING AD/OR OTHER COSTRUCTION ACTIVITY GOER THIS CONTRACT 944LL BE RESTORED TO THEIR ORIGINAL CODITION OR T BETTER. THE ORIGINAL CONDITION SMALL BE ESTAB I9ED BY PHOTOOIAPHS TAKEN AND/OR INSPECTION MACE I PRIOR TO CO5rFAXTION. ALL SUCH WORK BALL BE DOE TO THE SATISFACTION OF THE PROPERTY OWNERS AND THE ORER AT THE EXPENSE OF THE CONTRACTOR. i 0. STREETS. THE CONTRACTOR HILL ASSUME ALL RESPONSIBILITY OF RESTOATION OF THE SURFACE Or ALL STREETS (TRAVELLED WAYS) USED BY 41M IF ORAED. IN THE EVENT THE COTRACTOR DOES NOT HAVE LABOR OR MATERIAL IMMEDIATELY AVAILABLE TO MAKE NECESSARY REPAIRS, Tit CONTRACTOR SHALL SO IKON THE OWNER. THE OWNER WILL MAKE THE NECESSARY REPAIRS AID THE COST OF SUCH REPAIRS 9ALL SE PAID BY THE CONTRACTOR. 1-07.17 UTILITIES AND SIMILAR FACILITIES (ADITIONAL SECTIONL - LOCATION RD DIMENSIONS 9QM ON THE PLANS FOR EXISTING IAOEF.OROl1D FACILITIES ARE IN ACCORDANCE WITH THE BEST AVAILABLE INTONATION WITHOVI UNCOVERING AND MEASURING. TIE DRER DOES NOT OWIMRE THE SIZE AND LOCATION OF EXISTING FACILITIES. IT 94KLL BE THE CONTRACtOR'S RESPONSIBILITY TO CONTACT ALL PUBLIC AND PRIVATE COMPANIES HAVING UTILITIES AND/OR FACILITIES IN THE VICINITY OF THE CONSTRUCTION AREA. CALL BEFORE YOU DIG THE AB HOUR R LOCATORS 1-WD-424-5555 ti IF, IN THE PROSECUTION OF THE WOW(, IT BECOMES NECESSARY TO INTERRUPT EXISTING SURFACE DRAINAGE, SEERS, UDERDRAIHf, CONDUIT, UTILITIES, SIMILAR UFDEAROAD STRUCTURES, OR PARTS tPOWOF, THE CONTRACTOR SHALL BE RESPONSIBLE FOR, AND BALL TAKE ALL NECESSARY PRECAUTIONS TO PROTECT AND PROVIDE TEMPORARY SERVICES FOP SAE. THE COTRACTR SHALL, AT HIS OWN EXPENSE, REPAIR ALL OAAGE TO SXDH FACILITIES OR STRUCTURES DUE TO THIS CONSTRUCTION OPERATION TO THE SATISFACTION O THE CITY; EXCEPT FOR CITY OARED FACILITIES AMICH WILL BE RLPADED BY THE UTILITY DEPARTMENT AT CONTRACTOR'S EMNSE, OR BY THE CONTRACTOR AS DIRECTED BY THE CITY. - 1-07.10 PUBLIC LIABILITY AND PROPERTY DAMAGE INSIRANCE(REPLACPUEHR SECTIO SEDERAL AID CONTRACTS ONLY) THE CONTRACTOR SHALL OBTAIN APO KEEP IN FORCE OIRM THE TEAM OF THE CONTRACT, PUBLIC LIABILITY AND PROPERTY DAMAGE DAMAGE INSURANCE WITH COMPANIES OR THROUGH SOURCES APPROVED BY THEE STATE 1NSRANCE COMISSIOER PURSUANT TO TITLE AB RCW. THE AMOUNT OF COVERAGE SHALL NOT BE LESS THAN A SINNGLE L IM1T OF S1.ODO,O0O.VO FOR BODILY IN1RY INCLUDING DEATH AND PROPERTY DAMAGE PER OCCURRENCE. CERTIFICATION BY THE CONTRACTOR THAT A POLICY HAS BEEN OBTAINED FROM A PARTICULAR COMPANY AND IS IN EFFECT SHALL E FPRWA)ED TO THE ENGINEER WITH THE SIDED CONTRACT AS PROVIDED IN SECTION 1-03.7. AS SOON AS POSSIBE, BUT HOT LATER THAN THE DATE APOI ANION REQUEST 1' MOUE Br THE CONTRACTOR FOR THE INITIAL PROGRESS ESTIMATE PAYMENT TO BE PAID UNDER THIS CONTRACT PIRSIWNT TO SECTION 1-09.9, THE CONTRACTOR 94ALL FORWARD TO THE SECRETARY THE ORIGINAL PRICY OBTAINED. IF A POLICY CURRENTLY IN FORM SATISYD.G THE ABOVE REQUIREMENTS MILS KEN PREVIOUSLY FILED WITH THE EVC'EER, THE SDplW tsl Sped Fltetims (Aft 02/09/87) Page 13 j +r r F 1-07.18 COMTINEO CONTRACTOR MAY SUBMIT, IN LIEU OF AN ACOITIOAL COPY OF THE POLICY, A CERTIFICATION BY THE IN9AAICE Co~ ISSUING THE PRICY THAT ITS COMRADE MILS BEEN EXTENDED TO THIS CONTRACT AO SETTING FORTH THE BASIC COYOM LIMITS. THE CITY WILL PAY NO PROGRESS ESTIMATE PAYMENTS DOER SECTION 1-09.9 UNTIL THE COCWTOR MACS FULLY C04PLIED WITH THIS SECTION. THIS MJEDY IS NOT EXCLUSIVE: ADM CITY MAY TAM SUCH O'M CR ACTION AS 15 AVAILABLE TO IT GOER OTHER PROVISIONS OF THIS COMPACT, OR OTHERWISE IN LAW. COVERAGE •N THE MINIMUM AMOUNT SET FORM FFREIN SHALL NOT BE CMrRED TO RELIEVE THE COMRAC.'OR FROM LIABILICY IN EXCESS OF SUCH COVERAGE. 1-07.23(I) PUBLIC CONVENIENCE AND SAFETY (AODI110ML SECTION) TIE CONTRACTOR SMALL OTIFY ALL PROPERTY OWNERS A00 THE CONSTRUCTION AREA PRIOR TO CONSTRUCTION. THE NOTICE SHALL CONTAIN A DESCRIPTION OF ESE SCOPE OF THE PROJECT, THE CONTRACTORS MIAME AND ADDRESS, THE CONTRACTORS REPRESENTATIVES NAME AO OFFICE AD E3FAGENCY PION NUlWM AND THE CRIERS AMESEN(ATIVES PAVE AND BONE NAA®R. THE NOTICE 7WLL BE MAILED OR'E:-IVOED TO EACH PROPERTY USING A PLASTIC ENVELOPE TO BE MAAD OM THE DOOR HANDLE. PLASTIC ENVE:DPES WILL R SUPPLIED BY THE CITY ON REQUEST. THE CONTRACTOR SMALL ALSO NOTIFY ALL LOCAL PRICE, TRAAbIT, AND FIRE DPPARTIONTS, AND W43M DISTRICTS PRIOR TO CONSTRICTION. NAMES AM ADDRESSES WILL BE FUA:I9ET W THE OWNER ON { REQUEST. 'HE CONTRACTOR SMALL FURTHER NOTIFY EACH OLLIPANT IN PERSON A MINIMUM OF THU DAYS PRIOR TO C06TRCTIOM IN FRONT OF EACH PROPERTY. i 1-07.23(3) RAC EN BARRICADES, RNJ SAINTS (REPLACEMENT 9:CTIOM) fLAOEN, BARRICADES, Slob AND TRAFFIC CONTROL FUKI9ED 94ALL CONFMM TO IE STANDARDS ESTAILISED IN THE LATEST ADOPTED EDITION OF THE 'IVAAMA. ON UNIFORM TRAFFIC CONTROL DEVICES•, PUBLISHED BY THE U. S. DEPARTMENT OF TRANSPORTATION. COPIES MAY BE PURCHASED FROM THE SUPERINTENDENT O DOCUMENTS, U. S. ODMW ENT PRIMING OFFICE, WASH!, 1, D.C., 20402. THE CONTRACTOR BALL IMPLEMENT THE TRAFFIC CONTROL PUW(S) APPEARING IN TM CT RAS, AS N4LICABLE. IF THE CONTRACTOR'S PLAN OF OPERATI06 IS IN COFLICT WITH THE COH'n, , TRAFFIC CONTROL RAN, ME MAY PROPOSE MODIFICATION OF TIME TRAFFIC CONTROL RAW BY 909M THE NECESSARY C'MIRLCTION SIGNS AND BARRICADES RCQUIRED FOR THE PROTECT, AID SUBMIT IT TO THE ENGINEER FOR?PROVAL AT LEAST TEN DAYS IN ADVANCE OF THE TIME THE SIDS AND BARICAUES WILL ll ;C REQUIRED. THE CONTRACTOR SMALL, AT HIS ON EXPENSE PROVIDE ALL SI(MS, BARRICADES, gORDS, FLAGMEN , AND EQUIPMENT, CONSTRUCTION WARNINGS, AND NIGHT LIONS IN ORDER TO PROTECT THE PULIC AT ALL TIMES FROM RIMY AS OF RF_STLT OF HIS OPERATIONS (SEE M.U.T.C.D.). IF THE CONTRACTOR 90ILD FAIL TO MAINTAIN SUFFICIENT LIDOS AND BARRICADES, IN THE OPINION OF THE ENGINEER, THE CITY SMALL HAYS THE RIGHT TO PFOVIOE THESE LIDOS AND BARRICADES AND DEDUCT SUCH COTS FROM PAYMENTS DUE THE CONTRACTOR. NOW BALL BE RESTRUC'IUED, THE ORDER Or WOlt( MODIFIED, THE HOURS OF WOK MODIFIED OR THE WORK HALTED AssibiN ALTOGETHER AT THE ENGINEER'.; DISCRETION WHEN THE FNCREER FOLDS SUCH A COURSE OR CORSES OF ACTION 'low NECESSARY TO PROTECT THE RELIC OR THE CONTRACTOR'S SAFETY, HEALTH, AD WELFARE ALL SIGNS REHOVED SHALL BE SPLVAIED AN DELIVERED TO THE CITY YARD. ALL COSTS IN CONECTION WITH THE PROTECTION AO MOVOENT OF VEHICULAR AND PEDLSTRIAN TRAFFIC SMALL - - BE CONSIDERED INCIDENTAL TO THE WORK INVOLVED OR SMALL BE INCLUDED IN IE LUMP 9N PRICE ITEM -TRAFFIC CONTROL- If RICH AN ITEM IS INLUDED IN THE POTECT, TRAFFIC MOVDENT SMALL HEREIN BE DEFINED AS AIRYING TO BOTH VEHICWIR AND PEDESTRIAN TJAFFIC. THE ENGINEER 94ALL BE THE CITY OF RENTON PUBLIC WW.S DIRECTOR OR HIS ALLY AUTHORIZED REPRESENTATIVE (I.e. PROJECT ENGINEER, INSPECTOR) AS USED D THROUGHOUT THIS SPECIFICATT9N. THE FOLLOWING IS A SUMMARY OF REGULATIONS THAT WILL APPLY TO TRAFFIC CONTROL OPDATIONS ON THIS PRWMI, BUT ODES NOT Suppl~tol SpeclflotlMXM (Rev 02/D9/67) Pop lA _ 4J A *r s 1.7.23(3)GWTTAED LIMIT OR SUPERSEDE OTHER REGLATIONS OF THE STANDARD SPECIFICATIONS: 1. THE 'NWAIAL ON UNIFORM TRAFFIC CONTROL DEVICES FOR STREETS No HIGMAYS", AS WELL AS THE FEDERAL HIGHWAY ADMINISTRATION (FNMA) 'TRAFFIC CONTROL IN CONSTRUCTION AID WAINTEW14CE WOW IONES• TECHNICAL REPORT MAY 19", 94ALL BE USED AS A GUIDELINE FOR THIS PRO,ECT. ^f I 2. SAPPLE TRAFFIC CONTROL PLANS ARE INCLUDED AS A PART OP THIS DOCUEM. AT THE PE-CONSTRUCTION CA6ER ICE THE CONTRACTOR 91ALL PRESENT THE PLAN TO BE USED ON THIS PROTECT NO DESIOMTE THE PERSON RESPONSIBLE FOR TRAFFIC CONTROL AT THE WOK SITE. THE TGH 94ALL INCLUDE DESCRIPTIONS OF THE TRAFFIC CONTROL METHODS AND DEVICES TO OF USED BY THE PRIME CONTRACTON/9.04MTPACTORS ND WILL BE SUBJECT TO REVIEW ND APPROVAL BY THE ENGINEER. 3. OWING ALL PHASES O CONSTRCTION, TRAFFIC MOVEMENT BALL BE MAINTAINED AS!EAR NONAL AS POSSIBLE AND YEASONA LE ACCESS MAINTAINED TO PROPERTIES AMACENT TD THE RIGHT OF WAY LIME. i A. ALL TRAVELED PORTIONS E KAZ"YS WILL E OPEN TO TRAFFIC DRING PEN( TRAFFIC PERIODS, 6:30 TD 6:30 A.M. AND 3:00 to 6:00 P.M. OR AS DIRECTED BY THE ENGINEER. i S. ON OR BEFORE THE FIRST DAY OF WOK AFFECTING TRAVELED ROADWAY, THE CONTRACTOR WILL BE REQUIRED TO HAVE THE TRAFFIC CONTROL DEVICES TO BE USED INSPECTED AMD APPROVED BY THE ENGINEER AS TO COMPLIANCE WITH MUTCD/FHA STANDARDS. NO WONT 94ALL BE DONE ON OR 03AEW TO THE ROADWAY UNTIL ALL NECESSARY SIGNS AND TRAFFIC CONTROL DEVICES ARE IN RACE. I 6. WOK SITE TRAFFIC CONTROL WILL E SUBJECT TO PERIODIC INSPECTION BY THE ENGINEER; THE CONTRACTOR WILL E REQUIRED TO TAKE TIMELY AND APPROPRIATE ACTION TO CORRECT CONDITIONS THAT AFL UNSAFE ON CAUSING ODE DELAY TD TRAFFIC MOVEMENT. 7. IF THE CONTRACTOR FAILS TO TWE SUCH TIMELY ND APPROPRIATE CORECTIVE ACTION, THE ENGINEER CAR ORDER A STOP TO FORTHER WORK UNTIL THE CONDITIONS ARE CORRECTED, OR ODDER CORECTIVE ACTIONS TD E PERFORMED BY OTHERS WITH ALL COSTS INCLIM THEREOF DEDUCTED FROM PAYMENTS DUE OR COMING DUE TW CONTRACTOR. THE CONTRACTOR 91ALL E RESPONSIBLE FOR PROVIDING ADEQUATE RAGMEN, BARRICADES, LIGHTS AID SIO6 FOR THE PROTECTION OF THE WOK AND THE PUBLIC AT ALL TIMES, AND THE CONTRACTOR AND HIS SURETY "" E LIABLE FDA IVORIES AND OAAES TO PERSONS AND PROPERTY SUFFERED BY REASON OF THE CONTRACTOR.3 O'ERATICVS OR ANY NEGLIGENCE IN CONNECTION THEREIN. 1-07.23(6) DUST CONTROL (ADDITIONAL SECTION) THC CONTRACTOR SHALL PWVIE A MINIMUM 1.500 GALLON CAPACITY WATER TRUCX WITH A PRESSURE SPRAY SYSTEM DESIGNED FOR STREET CLEANING. THE STREETS SHALL E CLEANED OF OUST flD DEBRIS AT THE QD OF EACH WORKING DAY, IN ADDITION, THE CONTRACTOR 94ALL PROVIDE ERIH60.1TiG, AS NECESSARY, TO ALLEVIATE OAT MUI504CE OR AS DIRECTED BY THE ENGINEER. 1-07.24 RIGHTS OF WAY (ADDITIONAL 9ECTION) THE CITY SMALL OBTAIN ALL EASEMENTS AND ACCESS PEFIAMION NECESSARY TO THE CONSTRUCTION OF ALL IMPROVEMENTS LOCATED ON PRIVATE PROPERTY AND PAY ALL COSTS OF THE SAME. COPIES OF ALL EASEMENTS i 7 AND ACCESS PERMISSION WILL E POVIED TO THE CONTRACTOR. THE CONTRACTOR SMALL PERFOK ALL WOK ON PRIVATE PROPERTY IN STRICT COPLIANCE WITH THE TERMS AND CONDITIONS OF THE EASEMENTS AND RIGHT-O- ACCE DOCUMENTS. i i SuppiFWWntAl SpWclflcWtla, (RAY 02/09/87) Page 13 I H 146 PADSECTION AND PRE)GESS 1-00.1 PROGRESS SDCCLE (REPLAC]EMT SECTION) IMMEDIATELY AFTER EXECUTION AO ClIVERY OF THE CONTRACT, AD IERDE THE FIRST PARTIAL PAYMENT 10 IHHDE, THE CONTRACTOR SHALL OELIVE14 TO THE ENGINEER M ESTIHATM CONSTRUCTION PROGRESS SCHEDULE IN A FORM SATISFACTORY TO THE EMGI EFR, 90MING THE PROPOSED DATES OF COMMEICDEIT 00 COMPLETION OF EACH OF THE VARIOUS MY ITD45 ON NOAX REQUIRED GOER THE CONTRACT OOCUMENTS NO THE ANTICIPATED AMOUNT OF EIOR MONTHLY PAYMENT MIT WILL BECOME CUE TO THE CONTRACTOR IN ACCOOAMF W M THE PROCESS SCIEOLE. THE CONTRACTOR SMALL ALSO FVWSH PERIODIC ITI IZED ESTIMATES OF BOOK DOE FOR THE N/POSE OF MAKING PARTIAL PAYMENTS THEREON. TIE COST INCURRED ON WAKING UP ANY OF TIE SOEOULES WILL S USED (PLY FOR O'TEMINING THE BASIS OF ►ARI IAL PAYMENTS NO BILL NOT BE CONSIDERED AS FIXING A BASIS FOR ADDITIONS TO OR DEDUCTIOS FROM THE CONTRACT. SOLLD IT BECOME EVIDENT AT ANY TIME DURING CONSTRUCTION THAT OPERATIONS WILL OR MAY FALL BEHIND THE WBOALF OF THIS FIRST PMOGRAN, THE CONTRACTOR SMALL, UPON KOEST. PROMMY SUBMIT REVISE S)EOLLES IN THE SAE FORM AS SP):IfIED HEREIN. Sfl IMC OUT OPERATIONS, METHODS, NO EWIRENT, AUOFD LANOR FORCES ON OWING SII-TS. NIGHT ROM. ETC., BY WIDCH THE LOST TIME RILL BE WAGE UP, NO CORER WITH THE ENGINEER 3rT'_ AN APPROVED MODIFICATION OF THE ORIGINAL S0EDLLE HAS BEEN SECURED. FURTHER, If AT ANY TIME A PORTION OF THE ACCEPTED SCEDLLE 15 FOND TO CONFLICT RIM THE CONTRACT PROVISIONS, IT SHALL LPOM REQUEST BE REVISED BY THE CONTRACTOR NO THE ROM SALL BE PCMiOBE.D IN CO R.IACE RIM THE CONTRACT MWISIONS. PAYMENTS G ANY FURTHER ESTIMATES TO THE CONTRACTOR AFTER RCN REMAW I5 WHO[ AND UNTIL M APPROVED MODIFIED SCEOU.LE HAS BDDN PROVIDED BY THE CONTRACTOR HAY BE WITHHELD. EXECUTION OF THE WORK ACCODING TO THE ACCEPTED SO®lAE OF L(PO�TRUCTIDN OF AP R)VED MODIFICATIOS THEREOF, IS HEREBY MAR AN OBLIGATION Of THE IpRMCT. 1-08.3(1) PE-LWSTACTION COF TkDa (NEW SECTION) Ft PRIOR TO THE STVT OF CONSTRICTION, THE CONTRACTOR, ENGINEER, ALL SACONTRACTORS, UTILITY RPARTMENI, QA51 PULIC UTILITY )M~ES, AO OTHER INTERESTED PARTIES BALL ATTEND A POE- CONSTRUCTION CONFER-NEE, WITH TIME, RAY, AO d1/E TO BE RTEMINED RATER AWARE, W 11E CONTRKT, SA M01"TLY, A REPRES VTATIVE OF THE CUNIRACTON RILL ATTEND A WEEKLY CGNFI1FNCE TO REVIEW PROCESS APO DISCUSS ANY POEL MLS THAT MAY BE INCURRED. THE TIME, PLACE AND DATE OF THESE WEEKLY MEETINGS SAL BE ESTABLISHED AT THE PE-COSTRCTION COF610 E. 1-0 ,N PROSECUTION OF ROM (AMIrSYL SECTION) THE CONTRACTOR BALL NOTIFY THE CITY OF RENTON AT LEAST NM HOURS PRIOR TO C060CIM WORK. THE SVE NOTIFICATIONS GALL BE PRDVI)ED TO ALL EIERGDCY SERVICES, BY DIALING 911 FROM A POE WITH A RENTON EXCHANGE TELEPHONE NIAER, AD THE SLYOO DISTRICT 0EN RUINING WITHIN A ADADWAY RIONT-O<- +` MY. THE CONTRACTOR BALL ALSO MITIFY PROPERTY OWNERS ADOARHT TO THE CONTOLVION NBA, INDICATING THE DLRATI.IN A0 PROPOSED LINE OF ACCESS CLOSLW TO THEIR PgURERTY. 1-94.5 TIME OF COMPLETION (AOOIlC2!4 SECTION) REPLACE PARAGRAPH 1 WITH: THE CONTRACT TIME 94ALI. START WITHIN 10 DO'S FROM THE DATE Or THE LETTER NOTIFYING THE CONTRACTOR TO PORED. THE S-E�IAL PROVISIONS WILL STALE M CONTRACT TIME IN WORKING DAYS. A OWING DAY IS ANY DAY NOT )THERWISE DEFIED HEREIN AS A WON HOMING DAY, A ION IRONING DAY IS DEFINED AS A SATIWRY, Sk"Y OR RECOGNIZED HOLIDAY ON A DAY ON WMIDH THE CONTRACTOR IS SPECIFICALLY REQUIRED BY THE CONTRACT M SUSPEND CONSTRUCTION. .W SAPPIW tAl Spec1F1cAt1NM (RAP 03V09/87) PROF 1E i a F Y 1-00.5 CONTINUED ALL DEFINITIONS O RECOGNIZED HOLIDAYS IN THE STANDARD SPECIFICATIONS ARE DELETED NO VOID. RECOGNIZED HOLIDAYS 94ALL BE AS FOLLOS: { NEW YDVR'S DAY, MOEORIAL DAY, .PLY A. LABOR DAY, VETERANS DAY, T A?*=VIHG MOM DAY FMLOOHG, MO CHRISTAS DAY. M DAY BEFORE CHRISTMAS SHALL BE A HOLIDAY GEM CHRISTMAS DAY OCAS DN A TUESDAY OR FRIDAY. THE DAY AFTER CRISTAS 94ALL BE A HOLIDAY WHEN CHRISTMAS DAY OCCURS d A MOIdY, IEDESDAY, OR TERSDAY. NEON CHRISTMAS DAY OCCURS ON A FATIRDAY, THE TWO RECEDING WOWING DAYS "" BE OBSERVED AS HOLIDAYS. 0EN 04RISTAS DAY ( OCCUR S N A SUDAY, THE TWO WOWING DAYS FOLLOWING 94ALL BE OBSERVED AS HOLIDAYS. I THE CONTRACTOR IS ERECTED TO DILIGENTLY PROSECUTE THE WOK TO COFLETION IN ALL PARTS APO REQUIREMENTS. THE PROJECT SMALL BE COMPLETED WITHIN THE TIME NOTED IN THE CALL FOR BIDS. PROVIDED, H ONEVER. THAT THE CITY SMALL HAVE THE RIGHT UPON REQUEST O THE PUBLIC WORKS DEPARTMENT, TO EXTEND THE TINE OF WOLEYIUN O SAID WOK. NO EXTENSION HALL BE VALID LPLESS THE SAE BE IN WRITING AND ACCOMPANIED BY THE 0-17 N CONSENT TO SUCH EXTENSION BY THE SURETY ON THE BOO OF THE CONTRACTOR. TIME LOST IN REPLACING IMPROPER WOK OR MATERIAL SMALL NOT FUMISH ANY GROUNDS TO THE CONTRACTOR FOR CLAIMING AN EXTENSION O TIME FOR THE COMPLETION OF THE WOK, AM 9NLL HOT RELEASE THE CONTRACTOR FRON DAMAGE OR LIABILITIES FOR FAILURE TO e COMPLETE THE WOK WITHIN THE TIME REQUIRED. 1-08.9 LIQIDATED DMHAGES (ADDITIONAL SECTION, THE LIQUIDATED DAMAGES DO NOT INCLUDE, AHD ARE IN ADDITION TO, MOM FROM COSTS FOR INSPECTION. S PERVISiON, LEGAL EXPENSE, AND COURT COSTS INCURRED BEYOND CONTRACT COMPLETION DATE. THE COST OF ADDITIONAL INSPECTION MO SUPERVISION SHALL BE AN MOUNT EQUAL TO ACTUAL SALARY COST PLUS 100 PERCENT FOR OVERHEAD. I-M.11 OVERTIME WORK BY OWNER EMPLOYEES (NEW SECTION) j I NHEN THE CONTRACTOR PfAiORW6 CONSTRUCTION WOW OVER THE ACCEPTED B HOURS PER DAY ON AO HOURS PER I WEEK, OR ON ANY CITY HOLIDAY AO THE ION; REQUIRES INSPECTION, TEN THE CONTRACTOR 94ALL REIN im i THE CITY AT THE PATE OF SSO PER HOUR. THE CITY HALL HAVE THE SOLE AUTHORITY IN DETERMINING THE NECESSITY OF MUVIM.' THE OVERTIME INSPECTION, NO 91ALL NOTIFY THE CONTRACTOR OF ITS INITONT TO REQUIRE SAID INSPECTION. SAID COSTS WILL BE DEDUCTED FROM MONIES DUE THE CONTRACTOR ON EACH MONTHLY ESTIMATE. 1-90.112 PURACTOR'S RANT AND EQUIPMENT (NEW SECTION) i THE CONTRACTOR ALONE SKULL AT ALL TIMES BE RESPONSIBLE FOR THE ADEQUACY, EFFICIENCY, AD 9FFICIENCY OF NIS AO HIS SUICONTRACTON'S PLANT AND EQUIPMENT. THE OWNER 94ALL HAVE THE RIGHT TO j MARE 115E OF THE CONITUCTOH'S PUNT MO EQUIPMENT IN THE PERFORMANCE O ANY WON( ON THE SITE OF THE ROM(. THE USE BY THE OWNER G SUCH PLANT AIO EQUIPMENT 94ALL BE CONSIDERED AS EXTRA WOW NO PAID FDA ACCORDINGLY. NEITHER THE OWNER 101 THE ENGINEER A55UE ANN RESPONSIBILITY, AT ANY TIME, FOR THE SEORITY O THE SITE FRG. THE TIME CONTRACTOR'S OPERATIONS HAVE OD4ENCED UNTIL FINAL ACCEPTANCE O THE NOW By THE ENCIMEER MVO THE OWNER. THE CONTRACTOR HALL EMPLOY SUCH MEASURES AS ADDITIOAL FENCING, BA TCADES. NO WATCHMEN SERVICE, AS HE DEEMS NECESSARY FDA THE RELIC SAFETY MO FOR THE PROTECTION O THE SITE MO MIS RANT AM) EQIIPENT. THE OWNER WILL BE PROVIDED TOYS FOR ALL FENCED SECURED AREAS. SVpplA tAl SpeclficWtla (REV 02/09/871 Pop )C POMP N i I r 1-0e.13 ATTENTION TO NON( (NEW SECTION) THE CONTRACTOR 94ALL DIVE HIS PERSONL ATTENTION TO AND SHALL SUPERVISE THE WOW TO THE DD THAT IT "ALL BE PROSECUTED FAITHFULLY, ND WHEN HE IS NOT PUW ALLY PRESENT ON THE NON( SITE, HE SMALL AT ALL REASONABLE TIMES E REPRESENTED BY A COMPETENT SUPERINTENDENT WHO SMALL HAVE FALL AUTHORITY TO DECUTE THE SAME, ND TO SUPPLY MATERIALS, TOOLS, AND LABOR WITHOUT DELAY, AHD WHO 94ALL E THE LEGAL REPRESENTATIVE OF THE CONTRACTOR. THE CONTRACTOR SHALL E LIABLE FOR THE FAITKOL OBSERVANCE OF ANY INSTRUCTIONS DELIMITED TD HIM OR TO HIS AUTHORIZED REPRESENTATIVE. 1-09 MEA9N04ONT NO PAYMENT `e 1-09.1 MEASUREMENT OF QUANTITIES (AODITIIXAL SECTION) THE CONTRACTOR WILL E RESPONSIBLE TO ASSLE THAT ALL DELIVERY TICETS THAT ARE REWIRED FOR THE PURPOSE E CALCULATING QUANTITIES FOR PAYMENT OR FOR VERIFYING TYPE OF MATERIAL ARE REfC:VEV BY THE ENGINEER AT THE TIME OF DELIVERY IN ORDER FOR PAYMENT TO E MADE. A. BY 14&K e PAYMENT WILL MDT E MADE FOR DELIVERY TICKETS WNION OO NOT SHOW TYPE OF MATERIAL, GROSS WEIGHT, TARE HEIGHT, TRUCK NUMBER, DATE, WEIOH�MTERS CERTIFICATION,AD INSPECTORS INITIALS. SCALE CERTIFICATION SML E SUBMITTED AS EARLY IN THE PROJECT AS POSSIBLE. EACH WEIGHT STATION SHALL MAINTAIN A RECORD OF THE TRUE( NUMBER, TIME, DATE, ND WEIGHT OF ALL TRUCKS PROVIDING MATERIAL TO THE FRMT. THE WEIGHT LIST 94ALL E MAINTAINED IN ORLICATE WITH ONE SIDED COPY TRANSMITTED DAILY TO THE CITY BY THE SCALE ATTENDANT. IN ISOLATED CASES HERE SCALE WEIGHT IS NOT AVAILABLE, THE INSPECTOR SHALL MEASURE THE TRUCK VOLUE ND CERTIFY AS TO ITS FILL LOAD DELIVERY. B. BY OTHER MEANS METHOD FOR WLA9REHEN7 AND PAYMENT FOR MATERIAL BROUGHT TO THE SITE BY ANY OTHER MEANS WILL E DETERMINED BY CONTRACTOR/ONER AGREEMENT BEFORE AWARD OF THE CONTRACT. 1-D9.3 SCOPE OF PAYMENT ADDITIONAL SECTION) ALL COSTS AND EIPENSES FOR ITEM OF WON, EQUIPMENT, OR MATERIALS, INCLUDING INSTALLATIONS, NOT IDENTIFIED AS BID ITEM IN THESE SPECIFICATIONS SHALL E INCIDENTAL TO THE PROJECT. NO SEPARATE PAYMENT OF ANY KIND WILL E CODE FOR THESE INCIDENTAL ITEMS. PARTIAL PAYMENTS ON ESTIMATES MAY E WITNELD UNTIL A WOVE PROCESS SCHEDULE, AS ESCRIED IN SECTION B, HAS BEEN wcEIAm AND N"DVED. IN THE EVENT THAT ANY MATERIAL ON "WON9AIP DOES MDT MEET THE REQUIREMENTS OR SPECIFICATIONS, THE CITY WAY HAVE THE OPTION TO ACCEPT SUCH MATERIAL OR WONOANNWAIP IF THE DIRECTOR OF APLIC WOWS UE06 9" ACCEPTANCE TO BE IN THE BEST INTEREST E THE CITY, P OVIOW THE CITY HAY N TE PAYMENT E A LOWER ONIT PRICE FOR SAID MATERIAL OR MERKNNLWHIP. PAYMENT FOR PIPE INSTALLED WALL BE MADE ON THE FOLLOWING SCHEDULE ONLY: CONDITION OF PIPE INSTALLED PERCENT OF BID PRICE PAID PIPE INSTALLED AND MDT TESTED. 80.0% PIPE INSTALLED AID TESTED. 90.0% PIPE INSTALLED, TESTED, TIE-INS ADD SERVICES INSTALLED AND CLEAN- LP COMPLETED. 1DO.0W SMppl~tAl Spedfltetims ;Rev 02/09/87) Pepe 15 L � - 1 DIVISION 2 EARIVINO9( 2-01 CLEARING, GM ING, AND ROADSIDE CLEAMP 2-01.2 DISPOSAL OF USABLE MATERIAL & DEBRIS (PARTIAL REFLACflOR SECTION) DELETE: •TIE CONTRACTOR 91ALL DISPOSE OF ALL DEBRIS BY ONE OF THE THEE DISPOSAL METHODS DESCRIBE BELOW. ADD: •TIE CONTRACTOR SHA.L COPLY WITH ALL LAWS AND RILES GOVERNING THE DISPOSAL OF DEBRIS AND CONSTRUCTION MATERIALS IN APPROVED LAND FILLS.• 2-01.2(1) DISPOSAL METHOD NO. 1 - OPEN SANSNG - OELETE 2-01.2(2) DISPOSAL METHOD NO. 2 CONTROLLED BOENING - DELETE 2-01.2(5) 019-OSAL METHOD D - DELETE 2-01.2(4) DI910SAL METHOD NO. A LAND FILLS (ADDITIONAL SECTION) ALL DEBRIS, WASTE, EXCESS CONSTRICTION MATERIALS AND OTHER MISCELLANEOUS MATERIAL HOT SALVAGED BY THE OWNER OF THE CONTRACTOR OR DIWDSED OF BY ANOTHER APPROVED METHOD ARE TO BE DISPOSED OF AT A LANDFILL APPFOVED AND LICEENSSED BY THE APPROPRIATE GOVERNING BODY. 2-01.5(4) RCADSIDE CLEAN LP - DELETE 2-01.5 PAYMENT (PA'.TIAL REPLACEMENT SECTION) DELETE ITEM A 2-02 RENDVA. OF STRUCTURES AND OBSTRICTI06 242.5(5) REMOVAL OF PAVEMENT. SIDEWALKS AND CRABS ADO: 5. WHEN AN AREA WHERE PAVEMENT WAS BEEN REMOVED IS TO BE OPENED TO TRAFFIC BEFORE PAVDENT PATCHING HAS BEEN FINISHED. TEMPORARY NC COLD MIA ASMKT CONCRETE PATCH SHALL BE REWIRED. TEMPORARY COLD MIX PATCHING SHALL BE PLACED TO A MAXIMIM DEPTH OF 1 INCH IMMEDIATELY AFTER BACWILLINC AND COWACTION ARE COMPLETED AND BEFORE THE ROAD IS OPENED TO TRAFFIC. ( 2-02.5 PAYMENT (9PP EHENTPL SE,TION) I= ADD: 2. -SAW CUTTING.• PER LINEAL FOOT. ). 5. •LAD NIA MC ASPHWLT.PER TOT. ALL COSTS RELATED TO THE RflOVIAL (F STTEILTURES AND OBSTRUCTIONS INCLUDING SAI CUTTING MD COLD MIX ASPHALT SWLLL BE CONSIDERED INCIDENTAL TO AD INCLUDED IN THE OMIT CONTRACT PRICE OF OTHER BID ITEMS LK MS DESIGNATED AS A SPECIFIC BID ITEM. SMDDI~t*l spKificAtlms (Rev O2/09/87) Pops 19 r aH +�q I 1 I 2-07 ADIOIAY EXCAVATION AD D&VIXIM 2-07 1 OE"IPTION (PARTIAL REPLACEMENT SECTION) x REPLACE PMhP/1PHl 2 MINA: THE WOW( INCLUDES THESE ITEXS ULESS THEY AM DESIGNATED AS PAY ITEMS IN THE CONTRACT: 1. HALL 2. SLOPE ROUNDING 7. EXCAVATION OF STRUCTURES, DITCHES AID CHANNELS' A. R04NAL OF UNSUITABLE MATERIALS. H S. REMOVAL OF PAVEMENT. SIDEWALKS. DRIVEIIAYS. L1J6 AID GLITTER, EXTRUDED CURBS. pD OTHER RWACE IMPROVEMENTS � 2-0) S(2) ROCX CUTS (PARTIAL BEPU.RODOIT SECTION) H REPLACE RAAPJMPH I CONTROLLED BLASTING WITH: 11E CONTRACTOR MAT DEMONSTRATE TO THE CONTROLLED TASTING -- BET'OW. "TING WILL BE APPROVED H ENQHEER AD LOCAL POLICE qD FIRE DEPMTMEWS THE NEED FOR THIS METHOD OF EXCAVATION. IF APPROVED BEFORE ANY "TING BEGINS. THE ENGINEER WILL REONIRE THE CONTRACTOR M PROVIDE INFORMATION ON NOW DRILLING. LOWING AD SHOOTING WILL BE ACCOALISNED. ALSO, THE CONTRACTOR WILL PROVIDE A DETAILED EXPLANATION OF WHAT PRECAUTION WILL BE FOLLOWED IF BLASTING IN AN IABAN f ON RESIDENTIAL AMR. 07 7(14)E UNSUITABLE FGUDATION EXCAVATION Aft!EVENT SECTION MEN SHOWN ON THE PLANS OR MEN SPECIFIED IN THE SPECIAL PROVISIONS. INSTABLE NATURAL GROUND SHALL BE EXCAVATED PRIOR TO THE PLACEMENT OF EMBARKMENT OVER THE AREA. THE UNSTABLE MATERIAL HAY CONSIST OF PEAT, NA(, SWAMP( OR LNSITABLE MATERIALS. INCLUDING BURIED LOGS AID STOPS. THE MATERIAL SMALL BE EXCAVATED BY THE CONTRACTOR AS DIRECTED BY THE ENGINEER TO GIVE THE CONSTRUCTED EMBANKMENT FILL BEARING ON SOLID GROUND. MATERIALS EXCAVATED FROM THE ROADWAY ON OANEL CHANGE PRISMS. WILL NOT BE CLASSIFIED AS UNSUITABLE FOUNDATION EXCAVATION ULESS THE RDOVAL MAST BE ACCOMPLISHED BY MIIatNE OPERATION OR By SPECIA. EXCAVATION EM NT A NI AIYRHENT AS •USUITIOLE DIFFERENT FOFOUDA IT ON NT FROM EAXCAVvAAT�IOP O FOR NOAPPER CAIC EXCAVATION. YMO BASIS NWILL CASE MEASUREMENT AMD APPLY. 2-07 7(14)F DISPLACEMENT OF LN9ATABLE FOUNDATION MATERIALS - DELETE k 2 O7 4 NEASIEHENT (SHE PLENENTAL SECTION) Y. AD TO ITEM 1. AT THE DISCRETION OF iNE ENGINEER. gpWMIRY EXCAVATION. DRRDW EXCAVATION. AND MAULING VENUE BE MEASURED BY TRUCK IN 11E HAILING VEM10-E AT FOUNDATION EXCAVATION - BY THE RBIC YARD WAY THE POINT OF LOWING. THE CONTRACTOR 94ALL PROVIDE TRUCK BE TICKETS FOR EACH LOW • E� TICKET 9VLL HAVE THE TRUCK NU K R. RRIE THE ENGINEER. 2-07.7 PAH7RR SPMTIAL pEq_ACE)EXT SECTION) ADD TO BEGINNING OF PAUOiMH 1: 'ALL MATERIAL UNITS COVERED IN THIS SECTION SHALL INCLUDE THE TALL TO AND FROM THE JOB SITE AS PART OF THEIR UNIT PLAICE. SUppl4HMMHtW1 SPICIflwtim (AMY 02109/67) Pow 20 Y IA 2=03.5 CONTINUED REPLACE PARACRAPR 1 ITEM 1 WITH: MEN THE ENGINEER ORDERS EXCAVATION 2 FEET OR LESS SELON SANGRAWE, WIT CONTRACT PRICES FOR RNXOMY EXCAVATION 00 KILL SIA L APPLY. IF NC OFFICERS EXCAVATION NOTE THAN 2 FEET KLOI SINJRAE. THAT PART BELOW THE 2-FOOT DEPTH 9MLL K PAID FOR AS PROVIDED FOR IN SECTION 2- 07.50) UBUITAILE FOUNDATION EXCAVATION.• a ' REPLACE TEXT OF ITEM MI is "U WITAELE FOUNDATION EXCAVATION•. PER CUBIC YARD. i MIEN THIS KID ITEM APPEARS IN THE SOEDII.E OF PRICES, THE CONTRACT PRICE PER OAIC VAD SMALL K FLLL COMPENSATION FOR EXCAVATING, LOADING, RACING OR OTHERWISE DISPOSING OF THE MATERIAL i INCLUDING HILL. UEII NO BID ITEM FDA •UNSUITABLE FOUNDATION EXCAVATION APPEARS IN THE SCIEOILE OF PRICES, Art AN ITEM FOR FOUNDATION MATERIAL CLASS A OR CLASS B APPEARS IN THE 7pEDLE OF PRICES, THE PAYMENT 9W.L K AS SET FORTH IN SECTION 2-09.5.7. MEN NEITHER OF THE ABOVE ITEMS 15 PROVIDED IN THE CONTRACT 9" WORK AS MAY K OROEm BY THE ENCTEER SHALL E ACCOFUSED AS EXTRA WORK AND PAYMENT HILL K WOE AS PROVIDED IN SECTION I- DA.A REPLACE TEXT OF ITEM 7 RIM: 'ALL COST FOR ENBANOCW aWACTION SMALL E INCIOOrtAL TO OTHER PAY ITEMS INVOLVED.• 2-04 IMLL 2-04.5 PAYMENT (REPLACEMENT SECTION) AL COSTS FOR THE IMLLING OF MATERIAL M, FROM OR ON THE MO SITE SMALL E CONSIOERED INCIDENTAL TO AO INCLUDED IN THE CHIT CONTRACT PRICE OF OTHER WITS OF WORK. e- 205 SLOPE TREATMENT ]-05.5 PAYMENT (REPLACEMENT SECTION) ALL COSTS FOR SLOPE TREATMENT SHALL K CONSIDERED INCIDENTAL TO NO INC DEED IN THE WIT CONTRACT PRICE O' OTHER UNITS O WORM. 2419 STRUCTURE EXCAVATION 2-09.1,OESCRIPTICN (S➢ EWNTAL SECTION)) THIS FOR, ALSO INCLUDES THE EXCAVAFTON , AWL MO DISPOSAL OF ALL WSUITABLE MATERIALS 9DH AS RAT, MDc, SWAMPY OR UNSUITABLE MATERIALS, INCLUDING BURIED LOGS AO STUDS. 2-09.3(1)C REMOVAL OF WSTAILE &AM MATERIAL (PARTIAL REPLACEMENT SECTION) P REPLACE PARAGRAPH 2 NITH: GRAVEL BRDM6ILL FOR FOUNDATION MATERIAL 94 L.L E CAUSED OR PARTIALLY CRUSHED NATEPIAL MEETIIO THE REQUIREMENTS OF SECTION 9-N).7B FOR GRADATION AND OXALITY. I SUpplwentA3 Soec111Gtlaa I (RPv 02/UP/B7) Pop 21 I F H 2.pN 5(I)QDf_SPOSAL OF EXCAVATED MATIRIA�CPPMT1AL RERACEI£MT SECHI2il RQUQ THE SECOND Alp THIRD PARAGRAPHS WITH: THE ONIT CONTRACT PRICE FOR STRICTURE EXCAVATION CLASS B SHALL INLUDE ALL COSTS FOR LOADING NO HURLING THE MATERIALS. 2 "9 A MEASUREMENT.(PARTIAL REPLACEMENT SECTION) MINIMUM TE'OM WIDTH FOR PAYMENT 9UHLU. E I FOOT. HORIZONTAL LIMIT FIR PIPELINES LIR6_N THAN 42 IM>fS. PIPE ARCHES MOTE THAN 50 THCTES IN SPPN. STROCT'JAL PLATE PIPE. MD UNDERPASS 94RLL E 1.5 FEET. k LOX- •IMITS FOR PIPE. THE BOTTOM OUTSIDE OF THE PIPE, W THE BOTTOM OF THE REQUIRED EDOING MA,.. . _ WILL SERVE AS THE LOWER LIMIT FOR MEASURING EXCAVATION. THE ENGINEER MAY SET MOTHER LIMIT VAN EXCAVATION MST BE WOE BELOR WIDE. ORETE TIE LAST TD PARAGRAPHS. 2-W S PAYMENT (REPLACEMENT SECTION) WHEN THE PROPOSAL INCLUDES MN OF THE FOLLOWING 11O ITEMS, THE OWNER WILL PAY AS FVLLOW5: 1. 'STRUCTURE EXCAVATION CLASS A.-PER CUBIC YARD. t. -STRUCTURE EXCAVATION GLASS B.'PER CUBIC YAMO. THE WIT CONTRACT PUMICE PER CUBIC VARD FOR THE BID ITEMS LISTED ABOVE 94ALL BE FULL PAY FOR ALL LABOR, MATERIALS, TORS, EQUIPMENT, AND PUMPING INCLUDING'MIL. IF THE ENGINEER WLERS THE CONTRACTOR TO EXCAVATE BELLOW THE ELEVATIONS SOWN ON THE PLANS. THE WIT PRICE PER CUBIC YARP FOR 'STRUCTURE EXCAVATION CLASS A W B' SMALL APRY. BUT IF THE CONTRACTOR EXCAVATES DEEPER THAN THE PLANS W THE ENGINEER REQUIRES, TE Welt WILL MDT PAY FOR MATERIAL EXCAVATED FROM 80ON THE REWIRED ELEVATIONS. IN THIS CASE, THE CONTRACTOR. AT HIS EXPENSE 91ALL REPLACE SCH MATERIAL WITH NA7ETE GR OTHER MATERIAL TOE ENGINEER v APPROVES. 0EN 'STMICTUUE EXCAVATION CLASS B' 15 NOT INCLUDED IN THE BID ITEMS THEN ALL EXCAVATION, MD ALL W L AND DISPOSAL OF EXCESS W UNSUITABLE MATERIALS. TOGETHER WITH ALL LABOR, TORS AND EWlPNEHT REQUIRED TO EXCAVATE TO LINE AND WADE FDA MY PIPE, CUVERT GR COMMIT 94ALL BE CONSIDERED INCIDENTAL TO THE PRICE MID FOR THAT PIPE. CULVERT W CODAT MD NO ADDITIONAL PAYMENT 94ALL E MADE. 5. 'SNORING AND CRIBBING W EXTRA EXCAVATION CLASS A......' LUMP SW. .. THE LUMP SW CONTRACT PRICE 94ALL E FULL PAY FOR ALL LABOR, MATERIALS. TORS, MD EWInFNT NEEDED TO aLiLD, OEWATER, RACE RIPRAP TO PREVE)NR SCAR, MD REMOVE THE SIRING, ♦ CRIES, COFFERDAMS GR CAISSOS. IF THE ENGINEER REWIRES SHORING, CRIBS, CO'FERORS, GR CAISSONS WHEN THE CONTRACT PROVIDES NO 61O ITEM FOR SUCH NON, THE WICK WILL PAY AS PROVIDED IN SECTION 1-0A.A. If THE ENGINEER REWIRES THE CONTRACTOR TO BUILD SDAING W CRIBS GR DUTY EXCAVATION CLASS A THAT EXTENDS BELOW THE ELEVATION SHOWN ON THE BINS. TIE OWNER WILL PAY INE LUMP 9N PRICE AND NO MORE 04 N THE EXTRA EXCAVATION DEPTH DOES NOT EXCEED THEE FEET. FOR DEPTHS GREATER THAN THREE FEET BELOW THE ELEVATION SEAM ON THE RUNS PAYMENT WILL BE AS PROVICEO IN SECTION 1-04.4. 6. -GRAVEL BACMFILL(KIND).' PER TON. THE WIT CONTRACT PRICE PER TON FUR THE KIND AND CLASS OF RAVEL BACKFILL USED SMALL E FILL PAY FOR ALL LABOR. MATERIAL, TOOLS, AM EQUIPMENT USED. 9AOl~tal Syeclflcetims (RPv 02/09/87) Pape 22 e a , s ^ T � v ,r 3--a-9.5 CONTINUED UNLESS OTHERWISE SPECIFIED TRAVEL BACFILL, GAVEL BORROW. AN. BAH RUN TRAYLI FOR IRENON BAD(Flll SMALL REFER to GRAVEL BASE CLASS B AS DEFINED IN SECTILN 9-3.10 U THE i SUPPLEMENTAL YECIFICRTIONS. i 7. "INDAILON MATERIAL CLASS A OR CLASS M. PER TOR. V EXCAVATION BELOW THE ELEVATION SNOW ON THE FUNS TO PDDVE INSTABLE. OR UUSNILE. OR LM'TALE INTEA3AL I5 RE7UTAED BY THE ENGINEER THEN ALL LABOR, MATERIAL, AND tojlMENT A UIRED TO EXCAVATE, LOAD, MARA, AND DISPOSE OF SUCH MrMtAL, AIO TO M%AFE THE AIERIAL j WIN FOUNDATION MATERIAL CLASS A OR CLASS B SMALL E PAID IN THE BID 1TFN 'FOIDATION MATERIAL CLASS A OR CLASS r(SECTIO 943.12(1)), FER TOM AND ND ADDITIONAL PAYMENT SMALL E MADE. i 2-11 TRIMMING NO CLEANUP .`11.3 CONSTRUCTION AE9UIREIEMS (ADOITIOAL SECTION) ADC TU PARAGRAPH 1: 7. AD" TREES, SMAGS, DOM TDMA, NPTtMm STOPS, L41FE MCICS 4D MOLDERS, 40 OTHER UNSIGHTLY MATTER OITSIOE THE AEA STAKED FOR CLEARING OR OABBING. S. MIN TREES ON BRUSH AS REWIRED BY THE ENGINEER, .. 9. FILL HOES AND SMMTM AND CONTOUR THE GROUND. 10. SHAPE THE ENDS OF CUTS AND FILLS TO FIT ADJACENT TERRAIN AND TO ENHANCE THE AREA'S WPEARANLE. 11. OEITEMTE ABANDONED AIMS AN] RESAPE THE AREAS TO BLEND NATURALLY WIN SIRROLNDINE. F AgPlwan4l Spaclflatlma (NV 02/09/97) Page 23 Y 1 i DIVISION 3 SURFACE TREATMENTS AID M SOUS 3-01 AVMALT CONCRETE PAVDENT ypAj MYIETIT (PNRIAL REPLACOOR i ON REPLACE ITEM 10 -DRIVE NAY RSPIMLT" WITH: 10. AjSMLAEDUS AND/OR DRIVE MY ASPHALT.' PER TON. ALL COST FOR THE ITEM 12 CRACK SMING, 13 TDNPORMNY STRIPING, A lA RDDVING TEMPORARY STRIPING SHALL E CONSIDEED INCIDENTAL TO AID INCLUDED IN THE WIT CONTRACT PRICE Of OTHER UNITS Of WM.• 9-0 CDW CONOFTE PAVEMENT 3-03.03(l3) C•DENT CONCRETE ORIVEWAYS (SU EAENTAL SECTION) CONCRETE FOR DRIVEWAYS SMALL E CLASS A(3/4) AS SPECIFIED IN SECTION "2.3(2). 3-03.3 PAYMENT _(_PMTUL REPLA0EMENT SECT ON AEPLAM ITEM 7 WITH: 7.•CEENT CONCRETE DRIVEWAY•, PER SPMAE YARD SWD1PRAnb1 SPPdflcAtlNnA (bv 02/09/97) PO♦JP 24 ;try. PN� k o .a �a: ^�s.N, i " '.T, HRY s N4"c� "'-, +xsl.r£, �,v it•� a.xtlwN'4v�PY S�..elh.idr M.-.., 'c`flg. �Yxfi �r womilil oil I DIVISION 6 STRUCTURES r i 1 6-11 F40MRIES (ME* SECTION) 6-11.1 (DESCRIPTIRI) r THE WORK DESCRIBED IN THIS SECTION, REGARDLESS OF THE TYPE OF MATERIALS ENCOUNTERED, INCLUDES 'f EXCAVATION AND SHAPING OF THE CUT OR FILL SLC ES AND FURNISHING AD CONSTRUCTING ROMRIFS.MJCX META: ING HALL WERE SON ON •.E PLANS OR WEE DIAECTED BY THE OGINEER. 6-11.2 MATERIALS RDCN HALLS SHALL BE FORMED OF LARGER PIECES O QUARRIED BASALT, ADESITE OR DINER .GECUS ROCK. INDIVIPNL PIECES OF COCK SMALL BE SEND NO RESISTANT TO WEATHERING. WHEN BROKEN INTO PIECES WEIGHING SO TO 150 GUARS AND TESTED FOR SOUNDNESS WITH SODIUM SULFATE IN ACCORDAEE WIM RASHID .,.�.R. T1D4, THE LOSS IHUOiGH A OE-INCH SIEVE AFTER 6 CYCLES SHALL NOT EXCEED OSS BY WE:ONT. THE ROCK MATERIAL BALL BE AS NEARLY RECTA OSS RECTANGULAR AS PIBLE SO AS TO AFFORD THE PIINIMM AIN tlT OF VOID SPACE BETWEEN 71E BLOCKS. ND STONE 94A HE LL BE USED WHICH DOES NOT EXTEND TM." THE WALL. T ROCK MATERIAL SHALL BE WAD, SURD, DURABLE HVD FREE FROM WEATHERED PORTIONS. SLAMS. CRACKS ANG OTHER DETECTS. THE WOK DENSITY SHALL BE A MINIMUM OF 160 POURS PER CUBIC FOOT. -HE SOURCE OF 9•PPLY AND ) REPRESENTATIVE SROPLES O THE MATERIAL SAIL BE A'AOVED BY THE FGINEER BEFORE DELIVERY TO THE SITE. THE ROOK WALLS STALL BE CONSTRUCTED OF ONE-MAW WOKS, (BS TO 000 PORES) EACH 10" IN ITS LEAST DIMENSION; TW0.40H WOKS, (500 TO 600 PUIDS) EACH 15• IN ITS LEAST DIMENSION; THEE-MAM ROCS (300 TO 1,200 POUNDS) EACH 16• IN ITS LEAST DIWSIONI FOR-MAN ROOKS (1,50O TO 2,20r POURS) EACH 10" IN ITS LEAST DIMENSION. THE ROCKS SHALL RAMS UNIFORMLY IN SIZE FDA EACH CLASSIFICATION SPECIFIES. 74 FOIR.NAN ROCKS BALL ONLY BE USED FOR THE FIRST COURSE OF RDCH IN WALLS OVER 6 FEET 1 IN HEIGHT. 6-11.5 (CONSTRUCT ON REQUIREMENTS) THE ROCK L$LOW,NG AT THE SITE WILL BE COME IN SUCH A MAKER AS TO SEGREGATE THE ROCK BY TIE SIZE RANGES INDICATED IN THE PRECEDING PARAGRAPH. THE WALLS 94ALL BE STARTED BY EXCAVATING A TRENCH, NOT LESS THAN 6 INCHES OR MORE THAN ONE FOOT IN DEPTH BELOW SUBORACE IN EXCAVATION SECTIONS, OR NOT LESS THAN 6 INCHES OR MORE THAN ONE FOOT IN DEPTH BELOW THE EXISTING GROUND LEVEL IN ENBNOFNT SECTIOS. AREAS ON WHICH THE RUCKRT IS TO BE PLACED BALL BE TRIMMED 00 DRESSED TO CONFORM 10 Tit ELEVATION OR SLOB INDICATED. THE ROC( WALL , P. CONSTRUCTION SHALL START AS SOON AS POSSIBLE UPON THE COMPLETION O THE CUT OR FILL SECTION. 1 j AM SELECTION AD 0.ACEOENT SHALL BE SCAR THAT THEE WILL BE NO OPEN VOIDS 1N THE EXPOSED FACE OF 1 I THE WALL OVER 6 DOES ACROSS IN ANY DIRECTION. THE ROCKS 94RLL BE PLACED MD KEYED TOGETHER WITH 1 A MINIMA O VOIDS. PARTICULAR ATTENTION SMALL BE GIVEN TO nE PLACING AND KEYING TOGETHER O THE FINAL COURSE O ALL ROCKERIES. THE FINAL COURSE 94KLL HAVE A CONTINOUS APPEARANCE AD BE PLACED TD MINIMIZE EROSION OF THE OBOOILL MATERIAL. THE LARGER ROCKS 94RLL BE PLACED Al THE BASE O THE ROCCERY SO THAT THE WALL WILL BE STABLE AD HAVE A STABLE APPEARANCE. THE WARS SMALL BE CAREFULLY P PLACED BY MEOWNICAL EQUIPMENT AND IN A MANGER SUCH THAT THE LONGITUDINAL AXIS IF THE ROCK BALL E AT RIGHT ANGLES OR PEPPENGICU.AR TO THE ROCKERY FACE. THE ROCKS SHALL HAVE ALL INCLINING FACES SLOPING TO THE BACK OF THE ROCKERY. L".H ROW O ROCKS WILL BE SEATED AS TIGHTLY AND EVENLY AS POSSIBLE ON THE KOK BELOW IN SUCH Y. MAKER THAT THERE WILL BE NO MOVEMENT BETWEEN THE 'WO' WIER S.pplevntal Speplficatl(w (Rev 02109187) Pape 25 �, r 11M I' T 4 6-11.3 CONTINUED SETTING A COURSE OF ROOK, ALL VOIDS BETWEEN THE ROCKS SMALL BE CHINKED ON TIE BACK WITH O(NMRY V= TO ELIMINATE ANY VOID SUFFICIENT TO PASS A 2 INCH SQUARE PROBE. 6-11.3.1 ROCKERY WC[UFILL THE WNl BACFILL 94ALL CONSIST OF 1-In INCH MINE CRU9ED ROCK OR GAVEL CONFORMING TO SECTION 9- 03.9(3). THIS MATERIAL WILL BE PLACED TO AM B INCH MINIMUM THlOOESS BETWMt THE ENTIRE WALL AO THE CUT OR FILL MATERIAL. THE BACWILL MATERIAL WILL BE PLACED IN LIFTS TO AN ELEVATION APPROXIMATELY 6 INDES BELOW THE COARSE OF RODE PLACED. THE BACKFILL Wrl I BE PLACED AFTER EACH COURSE OF ROCKS. ANY BADFILL MATERIAL ON THE BEARING SOFA"-E OF THE ,- COARSE WILL BE REMOVED BEFORE SETTING THE NEXT (%ARE. 6-11.3.2 DRAIN PIPE A A INCH DIAMETER PERFORATED PVC PIPE SHALL BE PLACED AS A FOOTING DRAIN SEMIN) THE RODERIES AS SHOWN IN THE STANDARD PLANS, AND CONNECTED TO THE STOW DRAINAGE SYSTEM WAX SHOW. 6-11.3.3 REJECTION OF MATERIAL t THE INSPECTOR WILL HAVE THE AUTHORITY TO REJECT ANY DEFECTIVE MATERIAL AMA) TO SUSPEND ANY VOA THAT IS BEING 'WFU LY DOE, SUBJECT TO THE FINAL DECISION OF THE ENGINEER. ALL REJECTED MATERIAL WILL BE REMOVED FROM THE CONSTRUCTION SITE AD ANY RE,_CTED WM SHALL BE REPAIRED ON REPLACED AT NO AWITIMAL COST TO THE OWNER. 6-11.4 MEASUREMENT WA9WENENT OF T.E FINISLT ROCK WALL FOR PAYMENT WILL E MADE FROM THE FOOTING GRADE TO TE TOP E THE WALL AND FOUNDED TO THE NEAREST SOJARE YARD. 6-11.5 PATENT PAYMENT WILL E MADE UNDER THE ITEM 'POLY( RETAINING WALL'. PER SOJAE vAfp. THE UNIT PRICE PER SQUARE YARD SHALL E FULL CD.. NSATION FOR THE ROCKERY/ROCK RETAININ. MALL IN PLACE AND BALL INCLUDE ALL NON(, MATERIALS, At JIIPMENT MEWIREL TO COMPLETE THE INSTALLATION. SopDls tsl SPtalfl'tLlms (Rtv 02/09/87) Ptgt 25 DIVISION 7 ORAIHMF STRUCTURES, STOW SEVERS, SANITARY SENIORS, RATER NUNS, AM CONDUITS 7-01 GRAINS ' 7-01.A MEASUREMENT (ADDITIONAL SECTION) ADD TO PARAGRAPH 2: I -WHEN THE CONTRACT DOES MDT INCLUDE 'ST%CTOE EXCAVATION CLASS B' AND 'STRUCTURE EXCAVATION CLASS B INCLUDING MAL' AS A PAY ITEM ALL COSTS ASSOCIATED WITH THESE ITEMS SNKL BE INCLUDED IN OTHER CONTRACT PAY ITEMS.• 742 CULVERTS 7-02.2 MWTERIALS (AOOi TIOWL SECTION) ADD TO PARAGRAPH 1: PVC PIPE ...................... 9-05.12 . PVC PIPE: WERE RAIN OR REINFORCED CONCRETE, STEEL. ON ALONINM ARE REFERRED TO IN SECTION 7-02 IT SMALL E UNDERSTOOD THAT REFERENCE IS ALSO MADE TO PVC. -s 7-07.3(1)C PLACING PVC PIPE (ADDITIONAL SECTION) IN THE TRENCH, PREPARED AS SPECIFIED IN SECTION 7-02.30) PVC PIPE SHALL E LAID BEGINNING AT THE LOWER END, WITH THE ELL END UPGRADE. PEA GAVEL WILL E USED AS THE BEDDING MATERIAL AND EXTEND FROM 6• BELOW TIE BOTTOM OF THE PIPE TO 6• ABOVE THE TO' OF THE PIPE. ■/QI IT IS NECESSARY TO CONNECT TO A STRUCTURE WITH A MUDDED JOINT A RUBBER GASKETED CONCRETE CELLAR WILL E USED AT THE POINT OF CONNECTION. 7-02 A MEASUREMENT (PARTIAL RERACLEEN_ SECTION) DELETE LAST PARAGRAPH 7-02 5 PAYMENT (PARTIAL REPLACEMENT SECTION) DELETE ITEM 1 THROUGH 20 ND REPLACE WITH: `C 1. '_• Store drain pipe per L.I. 2. • Corrugated St"I Arch Pipe per L.F. 3. • —_• Curugeted Alvd" Arch Pipe per L.F. A. •Concrete Cleas C• per C.Y. 5. • Dlaeeter Flared End Section Per Ea. DELETE PARAC;RN ., 3 A 7 7-03 STWCTlRAL PLATE PIPE. PIPE NCH ARCH, ND UNDERPASS 7-03.4 WASM ENT (PARTIAL REPLACEMENT SECTION' PeragraDh 5: REPLACE •SECTION 2-09.4• WITH -SECTION 2-09.5• _ Supplemental Specifications (Rev 02/D9/87) Page 27 J T- Y; 7.05 5 PAYMENT (PARTIAL REPLACEMENT SECTION) DELETE ITE1E 11, 12 Wd 13 REPLACE LAST PARAGRAPH WITH: TIME WIT CONTRACT PRICE FOR GRAVE- BACKFILL FOR FOADATI06 CLASS A OR CLASS B SNLL BE MID IN ACCORDANCE WITH SECTION 2-D9. N.. 7-04, STEM SEWER 7-04.2 MATERIALS .. _ AL SECTION) Am: FVC SEWER PIPE ........................ 9-05.'2 '•e 7-OA.3 1 B PIPE BEDDING. (SIWLEMENTAL SECTIONI ADD: PIPE BEDDING FOR PVC SERER PIPE SMALL COIL5151 ON PEA GRAVEL. IT 9W1 BE PLICED TO A DEPTH lF 6. OVER AD 6• UNDER THE EXTERIOR WALLS OF TIE PIPE. ,5 7-OA.3(2)A SURVEY LINE AND GAGE (PAPT1AL REPLACEMENT SECTION REPLACE PARAGRAPH 1: WITH: SUAVE• LINE AMC GRADE WILL BE PROVIDED BY THE EN:IMEER OR CONTRACTOR IN A MANNER CONSISTENT WITH ACCF.WED PRACTICES AND THESE SPECIFICATIONS. 7-04.3(3) BAC�.TILUW STOM SEWER TRENCHES (APPLKNTAL SECTION AM TO PARAGRAPH 3: �# PVC PIPE BALL BE BODED AND BAG(FILLED WTTH PEA GRAVEL 1N ACCORDANCE WITH 7-GA.3(1)9 PRIOR TO SAITILLIN: THE REMAINDER OF THE TRENCH. ADD: MEASUREMENT OF BAN( AW GRAVEL FOR TRENCH BACITILL WILL BE BY THE TEN, IN ACCOADANCE WITH SECTION 1-D9.1, OR BY Tot CALCULATION OF NEAT LINES BASED ON MAXIMM TRENCH WIDTH PER SECTION 2- 09.4 RIDING A CONVERSION FACTOR OF 1.5 TONS PER CUBIC YARD, WHICHEVER IS LESS. 7-OA.A MEASUREMENT (PARTIAL REPLACEMENT SECTION) REPLACE PARAGRAPH A WITH: CZAVATION OF THE STGM SEWER TRENCH WILL BE WASUED AS STRUCTURE EXCAVATION CLASS B OR N STRUCTURE EXCAVATION CUSS 8 IN]RIDING HALL, AS SPECIFIED IN SECTION 2.09. 7-OA.S PAYMENT (PARTIAL REPLACEMENT SECTION) DELETE ITEMS 1 THROUGH B AND REPLACE WITH: 1. e • Storm sW.er pipe, Per L.F. 2. Concrete Class C, Per C.Y. UEN N1 BID ITEM -GRAVEL BALWILL FOR PIPE BEWIN)• IS IN U ED IN THE SCHEDULE OF PRICES, PIPE BEGGING, AS SOON IN THE STN41W PLANS, SHALL BE CONSIDERED INCIDENTAL TO THE PIPE AD NO ADDITIONAL PAYMENT 94ALL BE MADE. REPLACE PARAGRAPH 3 WITH: TESTING DF STOW SEWER PIPE IF REQUIRED BY THE ENGINEER CALL BE CONSIDERED INCIDENTAL TO AND INCLUDED IN THE WIT CONTRACT PRICES FOR OTHER ITEMS. j Sgplwantel SPeciTicatims (Rev 02/09/B7) Pape 28 N r i i 7-0 WNOL.ES, ORATE INLETS, DR P INLETS, AO CATCH BASI.aS 7=0V ),1) ADNSTIMG MANHOLES AD CATCH BASINS TO LADE (SUPPLEMENTAL SECTION) ADM: IN UPAVED STREETS: MANACLES, CATCH BASINS AD SIMILAR STRUCTURES IN AREAS TO BE SURFACED WITH QED RON OR (RAVEL 944LL BE CONSTRUCTED TO A POINT APPIF"IMA7ELY EIGHT INCHES BELOW THE SUBCJRAM NO COVERED WITH A TEMPORARY WOOD COVER. EXISTING MANHOLES 94ALL BE CUT OFF AND COVERED IN A SIMILAR MAKER. THE CONTRACTOR SMALL CAREFULLY REFERENCE EACH WM40LE SO TART THEY MAY BE EASILY FOLIO LPN CPPLETION OF THE STREET WOK• AFTER RACING THE GRAVEL OR CRUSHED STOW 'AUFACTNG, THE WHOM AND MANGLE CASTINGS 94RLL BE CONSTRUCTED TO THE FLIIM GRADE OF THE ROADWAY SURFACE. EXCAVATION NECESSARY FOR BRINGING WWNHDLES TO GRAM SWILL CENTER ABOUT THE MANHOLE AO BE HELD TO THE MINIMUM AREA NECESSARY. AT THE COPLETION OF THE MANHOLE AONSTENT, THE VOID MOM THE MNQE 94ALL BE BAOFILLED WITH `i MATERIALS UNION RESULT IN THE SECTION REQUIRED ON THE TYPICAL ROAD WAY SECTION, AD BE I TH GAOUOLV COMPACTED. WERE BIRNINRS SURFACE TREATWEHT IS M BE RAM, THE MANHOLE CASTINGS SMALL BE INSTALLED FROM 1R INCH TO ONE INCH NIR*R THAN THE ROADWAY SUFACE, AS THE ENGINEER MAY DIRECT. IN CEMENT COCRETE PAVEMENT: WMNOLES, CATCH BASINS AND SIMILAR STRUCTURES SMALL BE CONSTRUCTED AND ADJUSTED IN THE SNL MAMERR AS OUTLINED ABOVE EXCEPT THAT THE FINAL M31STMENT SHALL BE MADE AND CAST IRON FRAME BE Se WTT-R FORMS HAVE BEEN PRICED AG CHECKED. IN PLACING THE CONCRETE PAVEMENT, EXTREME CAE SML( BE THEN NOT TO ALTER DIE POSITION OF THE CASTING IN ANY WAY. IN ASRVLT CONCRETE PAVEMENT: MANHOLES SHALL NOT BE ADJUSTED LMIL THE PAVEMENT IS COMPLETED, AT WHICH TIME THE CENTER OF EACH MANGLE SMALL BE CAREFULLY RELOCATED ITOH REFERENCES AEVIOSLY ESTABCISED BY IME CONTRACTOR. THE PAVEMENT SHALL BEM IN A RESTRICTED AEA AD BASE MATERIAL BE REMOVED TO PERMIT REMOVAL OF THE COVER. THE MANHOLE 94ALL THEN BE BROUGHT TO PROPER GRADE UTILILING THE SAE NEITODS O CONSTRUCTION AS FOR THE MANHOLE ITSELF. t. y TIC CAST IRON FRAME SHALL BE PLACED ON THE CONCRETE BLOCKS AD WEDGED LP TO THE DESIRED GRADE. THE ASPHALT CONCRETE PAVEMENT SHALL BEM AO REMOVED TO A NEAT CIRCLE, THE DIAETER O WHICH 91ALL BE EpYl TO THE OU'SIOE D1.METER OF THE CAST IRON FRAME PLUS TWO FEW. THE BASE MATERIALS AND,CRU94M ROCK SMALL BE REMOVED AND CLASS B(J/M) CONCRETE SMALL BE PLACED SO THAT YHE ENTIRE VOLUME O THE EXCAVATION IS REPLACED UP TO WITHIN BUY, NOT TO EXQED 1 1/2 IMOES OF THE FINISHED PAVEMENT SWFACE. ON THE FOLLOWING DAY THE CONCRETE, THE EDGE BE THE A9'HWLT CONCRETE PAVEMENT, AND, THE BITER EDGE O THE CASTING SHALL BE PAINTED WITH MOT ASPHALT CEMENT. A9'MLT CONCRETE 94ALL THEN BE PLACED ND COPACTEO WITH HAO 'NI'ERS NO A PATCHING ROLLER. ASPHALT CONCRETE WILL BE PAID FOR AS s ASPHALT COMTE PAVEMENT, CLASS B INCLUDING PAVING ASPHALT PER TON". THE COMPLETE PATCH SAIL MATCH THE EXISTING PAVED SUPFACL FOR TEXTURE, DENSITY, AO UNIFORMITY O GRADE. THE JOINT BETWEEN THE PATCH AND THE EXISTING PAVEMENT SMALL THEN BE CAREFULLY PAINTED WITH ROT AWIALT CEMENT OR A93HALT EMULSION NO SMALL BE I MEnIATELY COVERED WITH DRY PAVING SAD BEFORE THE ASPHALT CETENT SOLIDIFIES. THE INSIDE THROAT OF THE MANHOLE SMALL BE THOROIGLY MORTARED AND PLASTERED. ADASTNENT O INLETS: THE FINAL ALIGNMENT NO MADE OF CAST IRON FRANCS FOR MEW AND OLD INLETS TO BE ADASTED M GLADE WILL BE ESTABLI9ED FROM THE FOALS N ADJACENT PAVEMENT SL FACES. TIE FINAL ADJUSTMENT O THE TOR OF THE INLET WILL BE PERFORMED IN SIMILAR MINER TO THE ABOVE FOR MANHOLES. ON ASPHALT NG/ETE PAVING PROJECTS USING DM AD GUTTER SECTION, THAT PORTION DF THE CAST IRON FRAME NIT OCIEDOED IN THE GUTTER SECTION SHALL BE SOLIDLY E16EDOED IN COMTE ALSO. THE CONCRETE 94ALL EXTEND A MINIMN O SIX INLTS BEYOND THE EDGE OF THE CASTING AND 94KLL BE LEFT 1 1/2 IHDHES BELOW THE TOP O THE FRAME SO THAT THE WEARING COURSE OF A9VVUT CONCRETE PAVEMENT WILL BUTT THE CAST IRON FRAME, THE EXISTING CONCRETE PAY0ENT AND EDGE O THE CASTING 94RLL BE PAINTED WITH HOT ASPMkT CEMFMT. NLNUSDUNTS IN THE INLET STRUCTURE SHALL BE CONSTRUCTED IN THE SAW MAKER AND O THE SAME MATERIAL AS THAT REQUIRED FOR NEW INLETS. SUpplaeentAl SAMCIT1CMtlpns (RAY 02/09/57) PMpe 29 e i N b� a 7-05.5(l) CDNTIMID THE INSIDE OF THE INLETS 94OLL BE MORTARED AND PLASTERED. MOIA ENTS AND CAST IRON FNNE ND COVER: "MOMENTS NO MONUMENT CASTINGS SMALL BE AD34TED '9 FARCE IN THE SAFE WAN R AS FOR MANHOLES. VALVE BDX CASTINGS: AWbT14WS OF VALVE BOX CASTINGS 9ULL BE MADE IN THE SAFE W0ER AS FOR MIIe LES. 7-05 5(2) CONNECTION TO EXISTING LINE. CATCH BASIN, CUBS INLET OR MANGLE (MEN SECTION) MERE SCAN ON THE RAG, NEW DRAIN PIPES SHALL BE CONNECTED TO EXISTING LINE, CATCH BASIN, CURB 14.ETS ND/M MANHOLES. THE CONTRACTOR 94ALL BE REWIRED TO CUE DRILL INTO THE SrPWrLFE, SH4 K THE NEW PIPE TO FIT AID RECAAn THE " 'NG IN A MO IAANLIIE IWIER. MERE DIRECTED BY TIE ENGINEER OR WERE SOON ON THE PLA .1117t0NAL STRUCTURE CHINIELING WILL BE REWIRED. A 'CONNECTION TO EXISTING' ITEM WILL BE ALLOWED AT ANY CONNECTION OF A NEW LINE TO AN EXISTING STRIA:TLNE, OR THE CONNECTION OF AN EXISTING LINE TO A NEW STROTURE. ND -CONNECTION TO EXISTING' WILL BE ACC09M AT LOCATION OF NEW INSTALLATION, RELOCATION NO 003ZTWW R LINE M1460BS, CATCH E ISD6 OR CURB INLETS. THE KNIT bID PRICE PER EACH 94ALL BE FULL CCPDMTION FOR ALL LABOR, MATERIALS AND EWIAEM REiQUIRED. 7-05.4 MEASAEIENT (PARTIAL REPLACEMENT SECTION REPLACE PARAGRAPH 1 MITH: MANGLES ND CATCH BASINS MILL BE MEAS/ED PER EACH FOR THE FIRST 10' AS MEAWWD FROM FINI9ED RIM ELEVATION TO THE INVERT OF TIC LOWEST OUTLET PIPE. ALL DEPTH GREATER THAN 10' WILL BE PAID AS EXTRA DEPTH M PHOLES ", OR EXTRA DEPTH CATCH BASINS, TVPL PER VERTICAL FODT . REPLACE PARAGRAPH a: MITM: STRUCTURE EXCAVATION CLASS 8 AND STRH.CTUE EXCAVATION CLASS 8, INCLtPING HALL MILL BE MEASURED AS SPECIFIED IN SECTION 2-09. 7-05.5 PAYMENT (PARTIAL REPLACEMENT SECTION) DELETE ITEMS 1 TWOL94 10 AND REPLACE HIM: 1. -Standard Mraholss_', Per each 2. •Estre Depth Mook IS$_•. Per V.F. 5. -Catch Bea in Type_,_•, par each A. "Catch Basin Type_,_-, N1Nout catch, per each 5. •E.tre Depth Catch Baia•, per V.F. 6. -Adjust Manhole-, per aech 7. -Adjust Catch main-, per each B. -Adjust Valves•, per each 9. -Adjust MONNwents", per each 10. -Connection to Ealstlnp•, per each DELETE PARAGRAPH a Suppleaental Specifications 'A (Rev D2/09/87) Paps 50 � k ( I. { '.._ ..... .( GONG.'..,. ..N.. 7-09 PIPE AD FITTIN.3 FOP WATER NAM 7_09.2 MATERIALS (PARTIAL REPLACEMENT SECTION) REPLACE PARAGRAPH 1 WITH: MATERIALS 94ALL MEET THE REp1IREMORS OF THE FOLLONIMD SECTIONS: ►im ............................. 9-30.1 H .. Ductile Irm Pipe ................ 9-70.1A Fitting .......................... 9-30.2 Ductile Irm Pipe ................ 9-70.2A P1aat1C File Wrap ................ 9-30.8 Tracer Tap, ...................... 9-30.9 7-10 TRENCH EXCAVATION, BEDDING, AD BAD6ILL FOR WATER MANS 7-10.3(07)8 EXTRA EXCAVATION (PARTIAL REPLACEMENT SECTION RERAN PARAGRAPH A WITH: HEA.99EMENT OF -BANK RAN GRAVEL FOR TIbE.H BACffILL- WILL E BY Tlf TON. 7-10.4(O4) BAN( RUN GRAVEL FOR TRENCH BAO(FILL (REPLACEMENT SECTID,1 NEAS(NEMENT OF BANG RUN GAVEL FOR TRENCH WACTPILL WILL E BY THE TOR, IN ACCOIOMLE WITH SECTION 1- 09.1. OR BY THE CALCULATION E NEAT LINES BASED ON MAXIMUM TRENCH WI)TH PER SECTION 2-09.4 USING A CONVERSION FACTOR OF 1.5 TONS PER ObIC YARD, WHICHEVER IS LESS 7-10.5(02) REMOVAL AND REPLACEMENT OF EXTRA EXCAVATION (PARTIAL REPLACEMENT SECTION) - DELETE 7-10.5(03) REMOVAL AND REPLACEMENT CF WS(TABLE MATERIAL (PARTIAL REPLACEMENT SECTION) REPLACE PARAGRAPH 1 WITH: PAYMENT FOR -REMOVAL AND REPLACEMENT OF UNSUITABLE MATERIAL' WILL E CONSIDEMEO INCIOENTAL. TO OTHER BID ITEMS AD NO FURTHER COPIDGATION WILL E MADE. ?-10.5(O4) BANK RUN GAVEL FOR TRENCH BRC(rILL (PARTIAL REPLACEMENT SECTIO+q) REPLACE PARAGRAPH 1 WITH: PARENT WILL E WOE AT THE UNIT CONTRACT PRICE PER TON FOR -BAN, RUIN GAVEL FOR TIE/CI BROffILL• WHICH PRICE SMALL E FULL COPENSATION FOR CXCAVATDNG, FURNISHING, HAULING, PLACING AND COMPACTING THE MATERIAL IN THE TIONCH. ALSO DCL(DED IN THE WIT CONTRACT PRICE IS THE WASTING OF EXCESS AND UNUSABLE MATERIAL EXCAVATED FROM THE TRENCH. 7-10.5(05) FOUNDATION MATERIAL (AODITIONPL SECTION) P'''4947 WILL E WADE AT THE WIT CONTRACT PRICE PER TON FOR -FOUNDATION MATERIAL- WNIOH PRICE SMALL E FULL COMPENSATION FOR EXCAVATING AND DISPOSING OF THE UNSUITABLE MATERIAL AND REPLACING WITH THE _ APPROPRIATE FOUNDATION MATERIAL PER SECTION 9-30.78(1) 7-11 PIPE INSTALLATION FOR WATER MARS 7-11,5(D6) LAYING DUCTILE IRON PIPE WITH POLYETHYLENE ENCASEMENT (SUPPLEMENTAL SECTION) THE POLYETHYLENE ENCASEMENT 94ALL ALSO E INSTALLED ON ALL MT+IATENACES, SUCH AS PIPE LATERALS, i COUPLINGS, FITTIN:t, AD VALVES, IN ACTObACE WITH SECTION 4-5 OF ASI 21.5 OR AWWA C105. SRgpl a tal Speclfipti" (Rev 0VO9161) Po0a 31 i I 7-11.7 r9)B C01ECf 1aN.TO EXISTING MAINS SNEPVL9EnT SET a IWADI NOT STATED OTHERWISE IN THE SPECIAL PROVISIONS ON ON THE PLANS ALL CONNECTIONS TO EXISTING WHIMS 94ALL BE WOE BY CITY FORCE' AS PROVIDED BELOW: CONTRACTOR INSTALLED CMBECTIOIS: WITHOUT MAKING THE NECESSARY CONECTIGHS TO TIE EXISTING ERt IN WIN CALL NOT BE NOTBE TS ARTEDDURTIL ALL NNE MATERIALS, RRRANGEIENTS WITH 'HE ENGI1EETi IN IIDVANC_. IGNW TELL EQUIPMENT. ANG LOOP NECESWy TT PROKAY COMPLETE 7N:IIOMM NE pSgHELED GH /1E SITE. EXISTING WATER MAIMS SMALL BEM BY THE CONTRACTOR. Toe CONTRACTOR SHWl REMOVE THE PORTIONS IF PIPE To PROVIDE FOR THE INSTALLATIGH OF THE REQUIRED FITTINGS AT THE POINTS OF CONNECTION. ALL OAMff CAUSED By THE CONTRACTOR'S OPERATIONS TO EXISTING DDINTS IN PIPING TO REMAIN IN- SEMICE SHRALl BE REPAIRED BY THE CONTRACTOR AT NO WIN COST TO THE STATE. THE CONTRACTOR ALL DETERMINE THE EMT LENGTH BE EXISTING RATER MAIN THAT MIST BE REMOVED. THE PIPE N OF DS TALL BE BEVELLED TO PREVENT DAMAGE TO THE TRANSITION LOURING LEANED ONING INSTALLATION FINISH THE CODLING. TE EXTERIOR OF THE EXISTING PIPE ENO TALL BE GLEANED 1D A SOUND, 7EFOE INSTALLATION OF THE COUPLING- TRANSITION COKINS SMALL BE INSTALLED BY THE CONTACTOR AND TALL E PROVIDED RIM A PLASTIC FILM WRAP. THE PLASTIC FILM TRAP TALL BE WRAPPED LOOSELY AROUND THE PIPE, FITTINGS, 40 COUPLINGS, APO SECURED WITH 2-IWCM WIDE POLYETHYI.RE ADHESIVE TAPE. PIPELINES IN 1MI04 THE ALLCOLKINGS ARE INSTALLED SHALL BE MAPPED A MINIMU ON M OF J FEET EACH SIDE OF THE CDPLING. JOINTS OR SEAMS IN THE PLASTIC FILM WRAP 94ALL BE NDE USING THE 2-INCH WIDE POLYETHYLENE ADESIVE TAPE. THE PLASTIC P WMW HEED NOT BE WATERTIGHT, BUT NO PART OF THE PIPE OR COUPLING SMALL BE EVOSED M THE BACFILL. LAKE 94ALL BE EXERCISED OWING TACXFILLING TO PREVENT THE PLASTIC FILM MAP FRON PIING PUNCTURED OR OTHERWISE OAMABED. PLASTIC FILM MAP AO ITS INSTALLATION TALL COiOM TO AMA C105 EXCEPT AS MODIFIED HEREIN. IT SMALL PROCEED LWINIDJSLY INTERRUPTInN TARTED ON A CONNECTION, ITHOUT AND AS RAPIDWHEN WCFK IS LY SPOSSIBLE ANTI COMPLETED- PO TUT-OFF OF MAINS WILL BEWMEMITTED OVEANIOT, OR OVER WEEKENDS OR ON HOLIDAYS. IF THE CONNECTION M 1HE EXISTING SYSTEM INVOLVES TAMING OFF THE WATER, THE CONTRACTOR SHALL E RESPOSIB.E FOR NOTL-YING THE RESIDENTS AFFECTED BY TIE TUT-OFF. THE EK.IWER WILL ADVISE WHICH PROPERTY OIRfJRS ARE TO BE NOTIFIED. THE CONTRACTOR WAY BE REWIRED TO VEFOM M CONNECTION WRING TIES OTHER THAN NORMAL W01WING REQUIRED 04 NOBS. THE CONTRACTOR TALL NOT OPERATE ANY VALVES GH 11E EXISTING SYSTEM. WATER REQUIRED. PERSONNEL WILL OPERATE ALL VALVES ON THE EXISTING SYSTEM FOR THE COTRACTOR WHEN . NE NO MOOED TALL BE PERFORMED ON THE CONNECTIONS UNESS A REPRESENTATIVE OF THE WATER DEPARTMENT IS PRESENT TO INSPECT TIE SAW. r H THE TYPES OF CONNECTIONS ARE VARIED AND AGGE TED PIPING AARAAEHEMTS HAVE BEEN SNRM IN THE PLANS. FOR THE INSTALLATION OF THESE CONNECTIONS, THE SURFACED PORTION BE THE ROADWAY TALL HOT BE PENETRATED UNLESS THE CONNECTING POINT 15 DIRECTLY DOER 11. FOR CONECTION BY ANY OTHER METHOD, THE CONTRACTOR SMALL FURNISH A DETAILED W04 FOR APPROVAL NOT LESS THAN TWO .. EEXS PRIOR TO IE EXPECTED CONSFALVIGH. Y CITY NSTALLSD C011EC110N5: DICATEDTHETHE " VERIFY ALL XI EXISTING PIPINGG, DI AND TIE-I� ELEVATIONS TO ASRRE PROPER fly. (TRACTOR MUST VERIFY ALL RUSTING PIPING, DIMENSIONS- CONNECTIONS TO THE EXISTING WATER MAIN TALL NOT BE MADE WITH" FIRST MAKING THE NECESSARY W AOD HTS WITH THE ENGINEER IN ADVANCE. WOK 94ALL NOT E STARTED UNTIL ALL THE MATERIALS, EQUIPMENT AM LIBOR NECESSARY TO PROPERLY COMPLETE THE WORE APE ASSEMBLED ON TIE SITE. SupplmuHtA1 SwIficAtlATa (RWY 02/O9/87) Par R l 7-ll.7(09 A CONTIMFD w. THE CONTRACTOR SWILL PROVIDE ALL MATERIALS NECESSARY TO INSTAINGS. LL ALL CONECTIQLS AS INDICATED O/i THE PROVIDCONSTRE TION CONDRACRETE ELOCK TIE COWTRACTOR SHAU PERFORM THE EXCAVATION, BEDDING, AND BACNFILL, AIO PROVIDE NNOETE BL00(ING FOR THE CONNECTIONS TO EXISI(MO MAINS. THE. CITY HILL CUT THE EXISTING WAIN AND A55pgE ALL MATERIALS. .,- WHEN THE CITY MIMES THE COfECTIONS TO THE EXISTING SYSTEM ALL LABOR, MATERIALS, AID EQUIPMENT .. . .,REQUIRED Or THE CONTRACTOR 9RL BE CONSIDERED INCIDENTAL Alp ALL RELATED COSTS SHOULD BE INCLUDED IN OTTER ITEMS OF MOM. '7-13.Jill) HYDROSTATIC PRF,jSpE TEST (REPLACEMENT SECTION) ALL WATER MAINS AND APPURTENANCES SHALL BE TESTED UNDER A HNORQSTATIC PRESSURE EQUAL TO 150 PSI •N `- EXCESS OF THAT UNDER WHICH THEY WILL OPERATE. IN IA CASE SMALL THE TEST PRESSURE BE LESS THAN 200 PSI. ALL PLWS, GAfIS, PLUGS, SADDLES, CORPORATION STOPS, MISCELL4 GUS NOSE AND PIPING. AD OTHER EQUIPMENT NECESSARY FOR PERFORMING THE 1E57 51ALL BE FURNISHED AND OPERATED BY THE CONTRACTOR' THE PIPELINE i/1EDR SHALL BEBAO6ILLED SUFFICIENTLY TO PREVENT MOVEMENT OF THE RIFE DOER PRESSURE. ALL THRUST BLOCKS SMALL BE IN PLACE AND SUFFICIENTLY CUED TO TEADN DESIGN APOSTR INSTALL LL TESTING. WERE PERMAENT dAEKING IS NOT REQUIRED, THE CONTRACTOR SHALL FURNISH AID INSTALL TEMPORARY ELOD(ING AND REMOVE IT AFTER TESTING. THE MAIMS SMALL BE FILLED WITH WATER AND ALLOWED TO STAR UNDER PRESSRE FOR A MINIMUM OF 24 HOUR: TO ALLOW THE ESCAPE OF AIR AND/OR ALLOW THE LINING OF THE PIPE TO ABSORB WATER. THE OWN MILL FURNI9M THE HATER NECESSARY TO FIU THE PIPELINES FOR TESTING PURPOSESMEER AT A TI ER SUFFICIENT QUANTITIES OF WATER ARE AVAILABLE FOR NORMAL pqr WHEN NOSYSTEM OPERATION. A HIYpROF AY WH NO A BAOO'LOW PREVENTION DEVICE WILL BE USED MEN DRAWING WATER FROM THE CITY SYSTEM. THESE MAY BE OBTAINED FROM THE CITY BY COMPLETING THE REQUIRED FORMS AND MAKING REQUIRED SECRITY DEPOSITS. THERE MILL BE NO CHARGE FOR THE HATER USED. GAUGES USED IN TIE TEST MAY BE REQUIRED TO BE CERTIFIED FOR ACCURACY AT A LABORATORY BY THE OWNER. A VISIBLE LEAKAGE DETECTED 94qLL BC CDRWCTED BY THE a lrRACTOR TO THE SATISFACTION OF THE OWNER REGARDLESS O THE ALLOWABLE LEAKAGE SPECIFIED ABOVE. SHOULD THE TEST SECTION FAIL TO MEET THE PRESSURE TEST SLCCESSFLLLY AS SPECIFIED. THE CONTRACTOR SMALL, AT HIS OM EXPOSE, LOCATE AND REPAIR THE DEFECTS AND TIER RE-TEST THE PIPELINE. ALL TESTS SHALL BE FADE WITH THE HYDRANT AUXILIARY GATE VALVES OPCH AND PRESSIAE AGAINST THE HYDRANT VALVE. AFTER THE TEST HAS BEEN COMPLETED, EACH GATE VALVE 9ALL BE TESTED BY CLOSING EACH IN TOM AND RELIEVING THE PRESSUM BEYOND. THIS TES! OF THE GTE VALVE WILL BE ACCEPTABLE IF THERE 1 IS NO IMEDIATE LOSS OF PRESSURE ON THE GAUGE MEN THE PRESSURE COMES AGAINST THE VALVE BEING CHECKED. THE CONTRACTOR 9ALL VERIFY THAT TIE PRESSURE DIFFERENTIAL ACROSS THE VALVE DOES NO EXCEED THE RATED WORKING PRESSURE OF THE VALVE. SECTIONS TO BE TESTED BALL PORNALLY BE LIMITED TO 1,500 FEET. THE OWNER MAY REQUIRE THAT THE FIRST SECTION OF PIPE, NOT LESS THAN 1.000 FEET IN LENGTH, INSTALLED BY EACH OF THE CONTRACTORS DEWS, BE TESTED IN ORDER TO QUALIFY THE DEAR AND/OR THE MATERIAL. PAYING 9ALL NOT BE CONTINUED MORE THAN AN ADDITIONAL 1,000 FEET UNTIL THE FIRST SECTION PIPSHAE HAVE BEEN TESTED IPE L SCCESSRLLY. PRIOR TO CALLING MAT THE OWNER TO WITNESS THE PRESSURE TEST, THE CONTRACTOR 94ALL HAVE AL,. '[ E' TPEENT SET Up C04 U MV READY FOR OPERATION AD 9ALL HAVE SICCESSFLLLY PERFORMED THE TEST TO A'.:JNE THAT THE PIPE IS IN A SATISFACTORY CONDITION. BEFORE APPLYING THE SPECIFIED TEST PRESSRE, AIR 94ALL BE EXPELLED CDRETELY FROM THE PU+E, VALVES AND HYDRANT$. IF PERMANENT AIR VENTS ARE NOT LIMTED AT ALL HIGH POINTS, THE CONTRACTOR BALL SM4)Pl~t11 SPWo1F1cWtjn (Rev 02/09/87) PWQW 77 r. [till • _ M1._. T li T 7_11.3(11) CDNTINI,ED y INSTALL C01PpUTION COCKS AT SOON POINTS SO THAT THE AIR CAM BE EXPELLED AS THE LINE IS FILLED WITH HATER. AFTER ALL THE AIR HAS BEEN EXPELLED, THE CORPORATION CAMS SWILL BE CLOSED AO TE TEST PRESSURE APPLIED. AT THE CONCLUSION OF THE PRESSURE TEST, THE CORPORATION COOKS 944LL BE REMOVED AND RIGGED. THE TEST SMALL BE ACCOPLIM BY R1P1NG THE MAIN OD TO THE REQUIRED NESSM; STD+ THE PIMP FDA A MINIMUM[GE 15 MINUTES U TO A MAXIMUM OF 60 MINUTES AS DIRECTED BY TIE GAPER, AO THEN PUMP THE MAIN UP M THE TEST PRESSURE AGAIN. CURING THE TEST, THE SECTION BEING TESTED SHALL BE OBSERVED TO Ol DETECT ANY VISIBLE LEAKAGE. A CLEAN CTA1NER 9MLL BE USED FDA HOLDING WATER FOR PUMPING LP PIESSM ON THE MAIN BEING TESTED. THIS WRP WATER 9ALL BE STERIL11m BY THE ADDITION Ni OLORINE TO A CONCENTRATION OF 30 N./L. THE QUANTITY OF WATER REQUIRED TO RESTORE THE INITIK NYDROST4TIC PRESSURE 9ALL BE 4COAAtELY DETERMINED BY EITHER 1) PUMFINF FROM AN OPEN CONTAINER OF SUITABLE SIZE S1CR TAI AGCUATE VOLUME MEASUREMENTS CAN E MADE BY THE OWNER OR, 2) BY PLWING TWO" A POSITIVE DISPLACEMENT WATER PETER WITH A SWEEP UNIT HAND NECISTERING ONE GALLON PER EVOLUTION. OVER. 71E METER 94ALL BE APPROVED BY THE ACCEPTABILITY OF THE TES! WILL BE DETERMINED By TWO FACTORS, AS FOLLOWS: 1. THE QUANTITY OF WATER LOST FROM THE MAIN 91ALL NOT EXCEED THE NM@7A OF GALLONS PER HOUR AS LISTED IN THE FOLLOWING TABLE. 2. THE LOSS IN PFES95E 94ALL NOT EXCEED 1 PSI PER MINUTE DIKING THE TEST PERIOD. ALLOWABLE LEAKAGE PER 1000 FT. OF PIPELINE. Up NPRI'vl P1P.4 Dtoeta• - InKiWa PSI 6" B• 10" _ 12" 450 a." 1.27 1.39 1.91 1 •� .18 - 400 0.90 1.20 1.50 1.50 2.40 3.00 1.60 350 0.94 1.12 1.40 1.69 2.25 2.81 3.37 275 0.73 1.00 1.24 1.49 1." 2.49 2.W 250 0.71 0.95 1.19 1.42 1.90 2.37 I.85 225 0.68 0.90 1.13 1.35 I.BO 2.25 2.70 200 0.64 0.85 1.06 1.20 1.70 2.12 2.5 ZTHE PIPELINE DOER TEST CONTAINS SECTIONS OF VARIOUS DIAMETERS, THE SUN O' THE COMPUTED LEAKAGE FOR EACH SIZE, OR FOR THOSE ALOWAdE LEAKAGE LISTED WILL BE + THE FORMULA STATED IN SECTION 74.2.11 OF THE STANDARDSPECIFICATIONS. ICA IONS. OR PE59RE5 /CUT LISTED BY 9ECIFICATIONS. T-11.7(13) OECNLOIIMATI(N <SENgE1ENTgl SECTION) DECHLKRIMATION OF ALL WATER USED FOR DISINFECTION 94ALL BE A.'C04PLISH M IN ACCORDANCE WITH E T DUTY'S STANDARD DETAIL INCLUDED IN THIS DOCUMENT. WATER CONTAINING CHLORINE RESIDUALS 944LL NOT BE DISPOSED INTO THE STO0I DRAINAGE SYSTEM OR ANY WATERWAY. 7-11.3(13) CONCRETE TH"T BLOCKING (REPLACEMENT SECTION) PROVIDE CONCRETE BLOCKING AT Al HYDRANTS, FITTINGS NO HORIZONTAL OR VERTICAL ANGLE POINTS. COlORM TO THE CITY OF RENTON STANDARD DETAILS FDA FE/EgAI BLOCKING, DEAD-WON BLOCKING, AM VERTICAL SOOfS NEIEIN. ALL FITTINGS TD BE BLOCKED SWILL BE WRAPPED WITH 4-MIL POLYETHYLEME PLASTIC. CONCRETE BLOCKING SMALL BE PRO ENLY FOWED WITH PLYWOOD OR CUTER ACCEPTABLE FORAM IMATERIAS AO 9ALL NOT BE POURED AROUND ,POINTS. TFIEFORMS SHALL BE STRIPPED PRIOR TO _BACKFILLING. JOINT RESTRAINT(SNACNLE RODS), WERE REQUIRED, SECTION 7-11.305). BALL BEM INSTALLED IN ACCORDANCE MAI Supplemental SpeciTlcatime (Rev 02/09/37) POW 34 1 7-11 3(15) JOINT RESTRAINT SYSTEMS (NEW SECTION) GENERA, WHERE SHOWN ON THE PLANS OR IN THE SPECIFICATIONS OR REWIRED BY THE ENGINEER, JOINT RESTRAINT SYSTEM (9YORE RODS) SMALL E USED. ALL JOINT RESTRAINT MATERIALS USED 944LL BE THOSE MAAFACTLFEO BY STAR NATIONAL PRODUCTS, 1323 HOLY AVENUE PO BOA 258, C0.U6U5 OHIO i ) 021f, UNLESS AN EQUAL ALTERNATE 15 APPROVED IN WRITING BY THE ENGINEER. MATERIALS } STEEL TYPES USED SMALL BE: HIGH STRENGTH LON-ALLOY STEEL(COU-TEN), ASTM A202, NEAT-TREATED, SPER.STAR 'SST' SERIES. H104 STRENGTH LOB-ALLOY STEEL(ON-TEN), ASTM A242, SPERSTAR -SS- SERIES. CARBON STEEL ASTM AM, STAR •S• SERIES. ITEMS TO E ZINC RATED OR GALVANIZED TO MEET THE FCLLOWINC REQUIREWNTS: ASTN 9633 ELECTROOEDOSITED COATINGS SE ZINC ON STEEL. ASTM A153 FOR GALVANIZING IRON AND STEEL NNIdNNE. ASTM A133 FDA GALVANIZING POLLED, PRESSED NO FOBED STEEL S APES. JOINT RESTRAINER SYSTEM CO POENTS: TIEB0LT: ASTM A242, TYPE 2, PLAIN, ZINC PLATED OR MDT-DIP GALVANIZED. SST 7:5/8' FOR 2- AND 3• MECHANICAL JOINTS, 3/4• FOR A• TO Ir MECHANICAL JOINTS, _ ASM A323, TYPE 30, EXCEPT TENSILE STRENGTH OF FULL-BODY THREADED SECTION 94ALL BE - INCREASED TO 40,000 LBS. MINIMM FOR 5/8• AND AD,DDO LOS. MINIMUM FOR 3/4• BY HEAT TREATING (QUENCHING AND TEMPERING) TO MANUFACTURES WHEAT AND HRROESS SPECIFICATIONS. a SST 753: 3/A- FOR lA• TO 24" MECNWICA JOINTS. SAE ASM SPECIFICATION AS SST 7 " SST 77: 3/6• SAE AS SST 7, EXCEPT I- EYE FOR 7/8• ROD. "NE RSM SPECIFICATION AS SSI 7. TIVOP: HEAVY HEX NUT FOR EAON TIEBOLT. SSB: 5/6• AM 3/4•, ASTM A563, GRADE C3, RAIN OR ZINC RATED. S 6: 5/6• AND 3/4^, ASTM A563, GRADE A, RAIN, ZINC RATED OR NOT-DIP GALVANIZED TtECOURLING: USED TO EXTEND CONTINUOUS THREADED RODS AD ARE PROVIDED WITH CENTER STOP TO AID INSTALLATION, RAIN. ZINC RATED OR HOT-DTP GALVANIZED. SS 10: FOR 5/8• AND 3/4' TIEAODS, ASTM A563. G1AOE C3. ' S 10: FOR 5/6• AO 3/4" TIERDOS, ASTM A5,3, GRADE A. TIEROD: CONTINUOUS THEADEO ROD FOR CUTTING '0 DESIRED LENGTHS, PLAIN, ZINC RATED OR HOT- DIP GALVANIZED. SS 12: S/8" AND 3/4• DIAMETER, RSM A242, TYPE 2{ ANSI 81.1. 5 12: 5/8• AND 3/4• DIAETER, ATN A36, A307. TIEWASIER: FOUND MT WASHERS, RAIN, ZINC RATED OR 101-0IP GALVANIZED. SS 17: ASTM A242, FAA. 5 17: ANSI 518.22.1. INSTALLATION INSTALL THE JOINT RESTRAINT SYSTEM IN ACCORDANCE WITH THE MANUFACTURES INSTRUCTIONS SO ALL ' .DIMS ARE HECWWICALLY LOOKED TOGETHER TO PREVENT JOINT SEPARATION. TIE110.TS 94ALL BE - - INSTALLED TO RLL AGAINST THE HECMINICAL JOINT BODY AND NOT THE N.J. FMLOWER. TONOE HUTS AT 75-90 FOOL POUNDS FOR 3/4• NUTS. INSTALL TIECOUPLINGS WITH BOTH RODS TREADED EQUAL DISTANCE Supplemental 5T>a<S YSwtlmt (Rev 02109/87) Page 35 7-11.305) CON7IME0 INTO TIECOPLINGS. ARRANGE TIERODS SYMMETRICALLY AAOUD THE PIPE. PIPE DIAMETER NUMBER O I/A• TIENODS REQUIRED A• 6• 2 B• 5 10• A Ir 6 WHERE A MANUFACTURES HECHWIICAL JOINT VAI.VE OR FITTING 1S RP0.IED WITH SLOTS FOR •T• BOLTS INSTEAD OF HOLES, A FLANGED VALVE WITH A FLANGE BY W04ANICAL JOINT ADAPTOR SMALL BE LSED INSTEAD, m As TO PROVIDE ADEQUATE SPACE FOR LOCATING TIEBDLT. WHERE A CONTIMJRA RN OF PIPE is H(EWM TO BE RESTRAINED, NO RN OF RESTRAINED PIPE SHALL E GRATER THAN 60 FEET IN LENGTH BETWEEN FITTINGS. INSERT LONG BODY SOLID SLEEVES AS REWIRED ON LONGER RUNS TO WEEP TIUROD LENGTHS TO THE 6O FOOT MAXIHUR. PIPE USED IN CONTINUOUSLY RESTRAINED MNS BALL BE MEOYWICAL JOINT PIPE AND TIMIS SHALL E INSTALLED AS ROD GUIDES AT EACH JOINT. 7-12 VALVES FOR WATER HAWS 7-1 .2 MATERIALS (SlPPLElENTAL SECTION) IVALVES 94ALL E DESIGED FOR A MINIMUM WATER OPERATING FRESSUE OF 200 PSI. GATE VALVES SMALL BE �y SLOW LIST 14, M.ELLER COMPANY No. A-2380, NE/N0Y, OR M A H. APPROVAL O VALVES OTHER THAN MODELS SPECIFIED SMALL BE OBTAINED PRIOR TO BID OPENING. i ALL GATE VALVES LESS OWN 12• IN DIAETER SHALL INCLUDE AN BY a 24• CAST IRON GATE VALVE BOX A/O EXTENSIONS, AS REQUIRED. ALL 12• D14WTER AND LARGER GATE VALVES SHALL BE INSTALLED IN A VAiLI. SEE WATER STANDARD DETAIL FOR 12• GATE VALVE ASSEMBLY VAULT NO I• BYPASS INSTALLATION. 7-14 HVOAAIS 7-14.3(01) SETTING HYDRANTS (AODITICNAL SECTION) HYDRANTS SHALL BE INSTALLED IN ACCORDANCE WITH AMA SPECIFICATIONS C600-77, SECTIONS 3.7 AND 7.8.1 AND THE WATER STANDARD DETAILS. HYDRANT AND GUAM POSTS SMALL BE PAINTED IN ACCORDANCE WITH THE WATER STANDARD DETAIL. UPON COPLETION OF THE PROJECT. ALL FIRE HYDRANTS SMALL BE PAINTED TO THE CITY OF PENTON SPECIFICATIONS AIO QANO POSTS MINTED YELLOW. FIRE HYDRANTS SHALL E OF SUCH 'I LENGTH AS TO E SUITABLE FOR INSTALLATION WITH COBECTIOLS TO 6•, B• RTd 10• PIPING IN TRENCHES 5 - 1/2 FEET DEEP UNLESS OTHERWISE SPECIFIED. THE WMANNT SHALL E DESIGNED FOR A 4-1/2 FOOT BURIAL WHERE Ir APO LARGER PIPE IS 94DO UNLESS DTH RMISE NOTED ON THE PLAN. _ 7-14.3(02) HYDRANT CO/ECTIO$ (ADDITIONAL SECTION) M FIRE HYDRANT ASSEMBLY SHALL INCLUDE C.I. TEE (NI A R), 6• GATE VALVE (FL X NJ), 6. C.I. SPQR (PE A PE) S• M.V.O. FIRE HYDRANT (NJ CONNECTION). B• W 24• CAST IRON VALVE BOX, AO 5/A INCH 9WC E 1 V SlpP1RRRnG1 sDRolficstlms (Rw 02/09/07) PROW M t 7r: I 7-14,3(02) COWIN" ROD WITH ACCESSORIES AD TWO CONCRETE ONRD POSTS, JOINT RESTRAINT(S/NLMI RLC1S), SHALL BE INSTALLED IN ACCORDANCE WITH SECTION 7-11 3(15). 7 1A 3(03) RESETTING. EXISTING HYDRANTS (MllAL HBRRC)CNT SECTION) FU ACE PARAGRAPH 2 WITH: THE NETNOD OF WRIESSM THE NYORANT 94ALL BE DETERIINED BY THE CONDITIONS FOOD IN THE FIELD AD SHALL BE RE-SHACKLED AD TE-ALOCKED AS DIRECTED BY THE ENGINEER. .N I ROD. ALL RBffh :A4(ETS IENDVED IX DISROBED MIND RESETTING SHALL BE REPLACED WITH NEW G0.9tET5 OF THE TYPE REQUIRED FOR A NEW INSTALLATION OF THE SAE TYPE. 7 lA 5(Ol) HYDRANT ASSE7WLY (SLPP ErEMK SECTION) THE WI CONTRACT PRICE PER EACH FDA `HMORANT ASSDaY COPLETE• SHMLL BE THE SAE AS •HVCNANT ASSCg,• EXCEPT THAT THE G-INCH CSCTILE IRON PIK CONNECTING THE woRANT TO THE RAIN SHALL BE INCLHDED IN THE UNIT CONTRACT PRICC FDA 'HYDRANT ASSEWLY C04PLM". 7-15 SERVICE CONNECTIONS 7 15 3 Q06TRLICTION DETAILS (REPLAC0ENT SECTION) BRACE 1At SENTENCE PARAGRAPH 3 WITH: PIPE NATERIALS USED TO EXTEND ON REPLACE EXISTING WATER SEkv IHY LINES 9MLL BE RAPER. SERVICE LINE COWECTION TO THE NEW MIN WILL CONFON TO THE STANDARD PLANS OF M CITY OF RENTON BOAR HEREIN AS APPLICABLE. THE ENGINEER WILL INDICATE THE LOCATION FOR THE TAPS ON THE NEW WAIN FOR EACH SERVICE TO BE CONECTEL THE CONTRACTOR MILL DIRECT TAP MAIN FOR 3/4• SERVICE. 71E CONIRACTON WILL USE COPPER TIRING., TYPE K, SOFT FOR 3/4• SERVICES, TYPE I: CONNECTIONS TO EXISTING COPPER SERVICES WILL BE KAM WITH CAPRESSION TYPE, THREE ::?T WION COILINGS. � TYPE 12: MERE EXISTING GALVANIZED SERYIlES EXIST, THEY SWILL BE RERMEIP WITH A REM COPPER PIPE SERVICE TO THE PROPERTY LIKE. (METERS 94ALL BE LRLFTFC IN "TER i STRIP BETWEEN SIDEWALK AND CAB), TYPE III: WHERE FUTURE STUB SERVICES SHALL BE INSTALLED THEY SHALL BE IASTALLED AS AOAT, TO THE PROPERTY LINE WITH A NETER BOX (LESS 3/4 NETER). A SOLID COE TMREAOED SPACER THE LENGTH OF A NETER SMLL BE INSTALLED IN RACE OF THE METER, 7-17 SANITARY SEVERS 7-17 2 MATERIAL (PARTIAL REPLACEMENT SECTION IN PARAGRAPH 1 DELETE: A B S CONI'MITE, ASBESTOS BODED COKRIGATED 5TFF.L IN PARAGRAPH A DELETE: A B S CO P=TE SEWER PIPE 9-05.UH i a i 3 Spplawtal SDeclflcAtlan (Rev 02/09/87) PROP 37 I I I F II 7-17.)(I)e PIPE BEDOIME (SUPPLEMENTAL SECTION) PIPE BEDDING MIATEM1IAL FOR PVC PIPE SMALL HE PLACED TO A DEPTH OF 6• Bn w THE BOTTOM E THE PIPE ND EXTENDING UP 6- ABOVE THE ORION ON ALL PIPES. THE WME-PLACEG BEDDING AXOM THE PIPE AD TO A POINT 6• ABOVE THE L7MOM SHILL BE rDT_T*M UNTIL IT IS UNYIELDING. THE REMINING BALY6ILL SMALL BE MECHANICALLY TAMPED WITH HMD-OPERATED MECHANICAL OR PNEUMATIC TAMPERS M 95% DENSITY. PIPE BEDDING 94ALL BE CONSIDERED INCIDENTAL TO THE PIPE AND NO FURTHER COMPENSATION 904L E MADE, 7-17.5(2)G SEWP LINE CONECIIONS (SIPPLETENTAL SECTION UNLESS D1IETIWtSE APPROVED BY THE ENIIAM, ALL CONNECTIONS OF LATERAL SEWERS TO EXISTING MAINS SMALL BE MADE THO M A CAST IRON SADDLE SEWED TO THE SEWER MAIN HIM STAINLESS STEEL BANDS. MEN THE EXISTING WN IS CONSTRUCTED OF VITRIFIED CLAY, PLAIN OR REINFORCED CONCRETE, CAST OR DUCTILE IRON PIPE, THE EXISTING MAIN BALL E COME DRILLED. COeECTIOC TO EXISTING CONCRETE MANHOLES SMALL E MW-DRILLED, NO BALL HAVE AN -I' RING RL9ER QK'WT MEETING ASM C-47e IN A WWDLE CO0.PLING EARL M TIE 3O9S-MWy1LLE ASBES7p5-CpMpNT CALM, OR USE A CONICAL TYPE FLEXIBLE SEAL EQUAL TD NOEd SEAL. 7-17.7(2) I PROTECTION OF EXISTING SE'IERFff FACILITIES (SIPPLEMENTK 3CTl[ WHEN EXTENDING M EXISTING SERER, THE DOWNSTREAM SYSTEM SALL E PROTECTED FROM CONSTRUCTION DEBRIS E RACING A SCREEN OR TRAP IN THE FIRST EXISTING NN►gE DARSTREM OF THE COIECTION- IT SHILL ! THE CONTRRCTOI'S RESPONSIBILITY TO MAINTAIN THIS SCREEN OR TRAP UNTIL THE NEW SYSTEM IS PLACED IN SERVICE AND MEN TO RENDW IT. ANY CONSTRUCTION DEBRIS WHICH ENTER THE EXISTING DOWNSTREAM SYSTEM, 94rLL E REMDYED By TIE CO TRACTOR AT HIS EIPEISE, AND TO THE SATISFACTION OF THE ENGINEER. NEN THE FIRST MIW(LE IS SET, IT'S OUTLET SHALL BE PIGGED UNTIL ACCEPTANCE BY THE ENGINEER. 7-17.5(4)1 TELEV SIGN INSPECTION (SUPPLEMENTAL SECTION) DICE THE TELEVISION INSPECTION WAS BEEN CDPLETED THE CONTRACTOR SMALL SUOMIT TO THE ENGINEER THE MITTEN REPORTS (w THE INSPECTION PLUS THE VIDEO TAPES. SAID VIDEO TAPES ARE To COMPATIBLE WITH THE CITY'S VIEWING AND RECCROM SYSTEMS. TIE CITY SYSTEM ACCE M 1N IN WIDE COLOR AND AM DENSITY VHS TAPES. THE TAPES WILL BE RAN AT STANDARD SPEED SP (1 5116 I.P.S.). 7- 7.A NFASU'EW PCIACEHEHT SECTION) REPLACE PNNAGA, EXCAVATION i a .,EMOM WILL BE MEASURED THE SA AS STRUCTURE EXCAVATION CLASS B A; ..SPECIFIED IN SECT[LAC :.09. ADD: MEASUREMENT D B" RUM GRAVEL FOR TENOR BACWILL WILL E BY THE TOR, IN ACCOAEWCE WITH SECTION I-"", OR BY THE CALCLATION OF NEAT LIES BASET ON MAXIMUM IND" WIDTH PER SECTION 2- 09.4 USING A CONVERSION FACTOR OF 1.5 TONS PER CUBIC YARD, WHICHEVER IS LESS. 7-17.5 PATONT (PARTIAL Eq,�CEMEHT SECTION REPLACE ITEM 1 TlggpM 9 PARAGRAPH 1 WITH: I. ' _Sr+1tmfY SW"r PICO%, Per Linear Foot 2. • '�X-- Tees' Per Each 5. •T,V. In;;wtion- Per LUIp Sun A. 'BAnU ALM GrMvfl for Trench Beck Ylll•, Per Ton 5,W18mentW1 speclflCWti" (PMV 02/09/87) POW M r L� 7-18.2 MATERIALS MATERIALS SHALL MEET THE NEQUIREIEMTS OF THE FOLLOWING SECTIONS: BITURINOA SURFACE TREATMENT ...... 542 ASPHALT CONCRETE PAVEMENT ...... 5-04 CEMENT CONCRETE PAVEMENT ...... 5-05 CtM N0 GUTTERS ...... "A CEMENT CONMIF SIDEWALKS ...... 8-14 7-18 7 CONSTRUCTION DETAILS 7-18 7(1) HEHERAL PAVEMENT PATCHING SHALL E SCHEDULED TO ACCOMMODATE THE DEMANDS AND S NDS OF TRAFFIC HALL BEPEKOAED AS RKIBLY AS POSSIBLE TC PROVIDE NAXINN SAFETY AO CONVENIENCE TO" TC TRAVEL. THE RACING ANG COMPACTION OF THE TRENCH BACO'LL. THE PREPARATION ANG COPKTION OF THE SBWAOE. AID THE RACING AND MCACTId OF THE CAUSED SUIFADING SHALL BE IN ACCORDANCE WITH TIE TEQJIREWWS Of TIE VARIOUS N"ICABLE SECTIONS OF THESE SPECIFICATIONS. BEFORE THE PATCH IS CDSTRUCTED ALL PAVEMENT CUTS SMALL BE TRIED SO THAT De MIRGINRL LDES OF THE PATCH WILL FORM A RECTANCLE WITH SHALL BE REQUIRED UAESS EXCEPTED INTHE SPECIAL FACES.EDGES No VERTICAL SPECIAL PROVISIONS OR BY T ENGINEER. A CONCRETE SAW CONCRETE USED IN PATCHES SMALL BE SM RACED LA BOONCRETE IMEOI RELY CURIINFTER FINIwP(AJ0 AS SPECIFIED IN SECTION 4XL Y BE ED By INE ND SpLLRBE MAINTAINED ILLSNL1GHTS he OTHER 10US OF TIETIE DAY UNTILTHE PATCH G DEVICES, I5 PACOPIETm READY FOtETRAFFIC. 7-le j(Z) CEENLSL °iTE PAVDENTS VIER THE SUB[RAD`- FOR THE PAVEMENT SAS BEEN COMPACTED AL CONSTRUCTED TO LINE AMC GRADE. THE CEENT CONCRETE PAVEMENT PATCH SMALL BE PLACED, COMPACTED AND STRUCK OFT TO THE WADE OF THE ADJACENT PAVEMENT IN /CCOROAOE WITH THE PERTINENT SECTIONS OF SECTION 5-03. THROUGH AND CAM' ]DINTS SHALL BE ACED AND EDGED WHERE DIRECTED. THE SURFACE SHALL BE iIN29EE AND BRASHLY WITH A R FIBER BRASH, APPROVED CRING COPDUO 9A.L BE PLACED ON IRE FINI9ED CONCRETE IMMEDIATELY AFTER FINISHING. 7-18.7 7) RIGID TYPE MVE1E T RESRFACEO KITH ASPALT CONCRETE STREETS WMIC PAVE RIGID TYPE PAVEMENTS IESUKACED WITH ASPHALT CONCRETE 9ALL BE PATCHED AS 9AHN ON THE STANDARD IRAWING,LOW E�H TO ACCOMMODATE OR AS OTHERWISE SPECIFIED. THES SURFACE OF THE CEENT CONCRETE PORTION JF ATE TIE ASPHALT PORTION OF THE PATCH. BAUSN THE PATCH SALE DR LEFT FINISHING WILL HOT BE REQUIRED. JOINTS 9ALL BE PIACEO IF DIRECTED BY THE ENGINEER. T7RING SHALL BE ACCOMPLISHED WITH A SS,l EMULSION CUT BAD(WITH WATER AS DIRECTED BY THE tNGNEER. ASPHALT CONCRETE OR BITWMUS RANT MIX SMALL HOT E PLACED UNTIL THE DAY AFTER THE CEMENT OONCETE HIS SEEH PLACED, UNLESS OTHERWISE PERMITTED BY THE ENGINEER. THE EDGES OF OE EXISTING ASPHALT PAVEMENTS AND SHALL BE PAINTED WITH HOT ASPW'_T IMEDIATELY BEFORE PLACING THE ASPHALT PATCHING MATERIAL. THE ASPHALT COCAFTE PAVEMENT BALL THEN BE R.ACED,L JOINm' AND BEN THE BET COMPACTED TO CONFORM TO THE ADJACENT PAVED SURFACE. IMMEDIATELY OEJEIIFTER, NEW AO ORIGINAL ASRALT PAVEMENT 9 RL BE PRINTED SOLIDIFIES. ASPHALT OR ASSALT EMASION AND BE COVERED WITH DRY PAVING SAD BEFORE -A=I ntMl SPe lflCMtlm (Rev 02/09/87) PMQM 79 R 1 7-16.3(11 ASPHALT CONCRETE STREETS ON-GRAMMAR BASE AFTER THE SL67UDE HAS BEEN PREPARED AS SOWN ON THE STANOM DRAWING, OR AS DIRECTED BY THE ENGINEER, ASPH IW-T CONCRETE PAVEMENT CLASS B OR CLASS F SHALL BE PLACED TO A THICX ESS OF THE EXISTING ASPHALT PAVEENT T)EPTH, OR TO A NINIKM OF TWO (2) INCHES, 04IDEWS DEPTH I5 THE GREATER, MO FOAPACTED IN THE M*WR SPECIFIED IN SECTION 7-18.3(7). 7-16.3 3 OIL NAi STREETS THE EXISTIN: OIL MAT 910L.L BE LNIFORNLY MJNp D TO A STRAIGHT LINE. AFTER THE 9.BGNADE HR' --EN PREPARED AS SHOWN ON THE STANDARD DRAWING, OR AS DIP�I;IID BV THE ENGINEER, P N3NIKM OF 1H10 (2) INDE5 E ASPHALT CONCRETE PAVFNEM CLASS B SMALL E PLACED AND COMPLETED IN THE SAME W04EO AS SPECIFIED IN SECTION 7ae.30). 7-10.3(6) INCIDENTAL WOK ALL INCIDWAL WOW AS RECORD)TO COMPLETE THE PATCHING OF STREET SWACES AS SPECIFIED, INCLUDING JOINTS MM AENUTAED, SPALL E CONSIDERED AS INCIDENTAL TO THE PATCHING AND THE COSTS THEREOF SWILL E INCLUDED IN -`E ITENS FOR WHICH PAMENT IS PROVIDED. 7-18.4 HEAWEHENT PAY NEWT FOR PAVEENT PATMIHC WILL ONLY E MADE FOR MATERIALS USED WITHIN THE HEAT LINES 1 (OE) FOOT ON EITHER SIDE E THE AXJKM TRFNOH WIDTH AS SPECIFIED IN SECTION 2-09.4. WEASROENT MO PAYMENT FOR MISTED ROCK 94ALL E AS COVERED IN OTHER SECTIONS OF THIS OODJGXT. 7-10.5 PAYMENT PAYMENT WILL E MADE FOR EACH OF THE FCLLOIIING BID 1196 AS ARE INCLUDED IN THE PROPOSAL, AND PAYMENT WILL E MADE UNDER: 1. 'BITOOIWS SURFACE TREATMENT, FOR PAVEMENT PATCHING • PER SD. YD. 2. -CEMENT COMTE CLASS_, FOR PAV04W PATCHING • PER CU. YD. 3. -CE EHR CONCRETE CLASS, FIR PAVEMENT PATCHIM • PER SO. YD. ♦. -ASRWLT CONCRETE CLASS_, FOR PAVEMENT PATCHING PER TON. S. •ASPHALT CONCRETE MAS5_, FOR PAVEMENT PATCHING PER SO' YD. WEN NONE E THE ABOVE IS INCLUDED IN THE MOPOSAL, PAVEMENT PATCHING SHALL E CONSIOEIED INCIDENTAL TO THE PROJECT MD THE COSTS THEREOF SR.A. E INLLUM IN THE ITEMS FOR WHICH PAYMENT I5 PROVIDED. Sg019WAOtA1 Specs F1cAt1mW (Rev 02/09/87) PM)t AO _. _ J DIVISION 8 MISCELLANEOUS CONSTTUCTION 8-04 CU MIS, GRTEP, SPILLWAYS AND IN.ETS 8-04.30) COENT CONCRETE CURBS. GUHTERS ND SPILLWAYS (PARTIAL REPLACEMENT SECTION REPLACE PARAI VFH 1 WITH: CEMENT CONCRETE CUB, CUB AND GUTTER, GUTTER AND SPILLWAY SaXL BE CUMSTRUCTEO WITH AIR ENTRAINED CONCRETE CLASS B SPECIFIED ON THE 'TANDAID PLANS AND C0IFOMIN. TO THE REOUIRENEMS OF SECTION 6-02, EXCEPT THAT GLASS A NIX SHALL E USED 1N ALL CEPRESSEO CUBS FOR DRIVE MAY SECTIONS. IN PARAGRAPH 6, LAST SENTENCE DELETE: •CT ASS B• 8-04.4 MERSIADENT (STPPLENENTAL SECTION) � TIE Exits UEPM OF CURB A/D GUTTER, 400 THE 3-DAY Nlx RCGUIREp ACROSS DRIVEWAY SECTIORSr AS SHOAT ON TIE STANDARD PLANS, SHALL E CONSIO.ED INCIDENTAL AID NO ADDITIGNL PAYMENT SHALL E MADE. 0-07 RECAST TRAFFIC CURB AND OLUCX TRAFFIC CUB B-07.1 DESCRIPTION (REPLACEMENT SECTION) s THE CONTRACTOR SHALL PUNISH AND INSTALL RECAST ThAF'rTr r-M AND qDp( TRAFFIC CUB OF THE DESIGN AND TYPE SPECIFIED IN THE PLANS. THE CUB WILD. E INSTALLED IN ACCORDANCE WITH THESE SPECIFILATIONS ND PER THE CITY OF AE)dON VADARD PLANS AT THE LOCATIONS INDICATED IN THE PLANS OR AS DIRECTOR By THE ENGINEER 8-07.5 PAYMENT (EPLACEMEN1 SECTION) PAYMENT SHALL E MADE BY THE FOLLOWING: (1) -Precast Traffic Curb, Type A• per lin, ft. i (2) •Repeat Traffic CIAO, Ty pe C• per lin, ft. (3) -Block Traffic Curb, Type A" per lin, ft. (4) •Block Traffic Curt, Type C• per lln, ft. 8-08 ►LASTIC TRAFFIC RR706 4 8-08.1 DESCRIPTION (REPLACEMENT SECTION) TIE CONTRACTOR SHAM-L FLM15M AND INSTALL WHITE OR YELLIN PLASTIC TRAFFIC BUTTONS WOE SUN ON THE PLANS, ON WHERE DIRECTED P THE ENCINEEA. 6-08.2 MATERIALS (SU'PLDOITAL SECTION) THE PLASTIC TRAFFIC MTOIS SHALL CGiONM TO APPLICABLE PROVISIONS OF SE-MOMS a-DB W 9-20. &D8.3 CONSTRUCTION REOUIRDEMS (S➢PLDOITAL SECTION) THE PLASTIC TRAFFIC BUTTONS SNLL E ATTACHED TO THE PAVEMDU By ONE OF THE FOLLOWING: 1. Placing Tack Cpat Of Not Paving "Sit an Pavement Surface And firmly pressing tlr button P onto it. Supplemental Specifications (Rev 02/U9/87) Page 41 I J 4 B=oe.�rbrrtiNlEo 2. PLcinW A"sive (epmY) w p,Y~t N 1r aM prassUy the Outten WAO It. 0-08 A ME49REM DO (REPLACEMENT SECTION) NEA9FEIENT WILL BE BY TIE WIT, COMPLETE IN RACE. 8-08.5 PAYMENT (RE XSENT SECTION) PAYMENT STALL BE BY THE FOLLOWING; (1) `10• Plastic Traffic euttm, color, • per r. 8-09. LAWE MAN(FJLS 8-09 A MEASUREMENT (REPLACEEENT SECTION) IEASREMEHT WILL BE IA@ MYY,(ER, TYPE I and TYPE II BY THE WIT COMPLETE IN PLACE. 0-09.5 PAYMENT (REPLACDENT SECTION) PATIENT 94ALL BE BY THE PRLOWING: (1) 'A• LANE LIME MARKER, TYPE I, IWMSte• Par Each (2) "A• LAZE LINE HARKER, TYPE II, COLOM;S)• Per Each F13 MMONNEMT CASES B-13 3 CONSTRICTION REQUIREMENTS (PARTIAL REPLACEMENT SECTION) REPLACE PANOWM A WITH: THE MONUMENT WILL BE FTRNISHM Nil SET BY THE CONTRACTOR (%ADER TIE DIRECT SUPERVISION lr THE CITIES 9RVEYOR. MEN THE CONTRACT INCLLEIFS CONTRACTOR SUPPLIED SURVEYING, THE CONTRACTORS SURVEYOR 94ALL SET THE STRADDLE POINTS FROM WHICH THE CONTRACTOR SHALL SET THE MONUMENT. IN ALL CASES THE CITIES SURVEYOR SHALL SET THE R)ON OR TACK IN THE I[0palE1NT. B-13 5 PAYMENT (SUPPLEMENTAL SECTION) THE MMLENT WILL ALSO BE SUPPLIED AND RACED AS PART OF -NGW ENT, MOASENT-CASE NO COVER' AM ALL WORK IN SUPPLYING SAID MQA9ENT 94ALL BE CONSIDERED INCIOENTAL TO THIS ITEM. 8-ls CEMENT ComliM SIDEWALKS 8-14.2 WarERIALS (PARTIAL REPLACEMENT SECTION) OELEIE PARAGRAPH 2 8-1. 3(A) CURING (PARTIAL .EPLN-EW-MT SECTION) REPLACE PARAGRAPH I WITH: THE C04MTE SIDEWALK SHALL E WED FOR AT LEAST 12 WARS AS SPECIFIED IN 5-05.3(0%OR AS 9ppleae Ital Spacificetias (RAY 02/09/B7) Page 42 I 9 Y u 8-14.3(4) DINTIMED APPROVED BY THE ENGINEER. ORIHG THE CURING PERIM. ALL TRAFFIC, BOTH PEDESTRIAN AND VEHICULAR. 94ALL BE EXCLUDED. VEHICULAR TRAFFIC SHALL E EXCLUDED FOR SUCH ADDITIONAL TIME AS THE ENGINEER WAY DIRECT. 0-15 RIPRAR 6-15.4 MEASUREMENT (PARTIAL REPLACEMENT SECTION) REPLACE PARAGRAPH 2 WITH: NOW PLACED RIP w- WILL E NER9IED BY IE TON OF RIP RAP ACIUNLLY PLACED AWD ACCEPTED. REPLACE PARAGRAPH 3 WITH: FILTER SLAIKQT WILL E MEASURED BY THE TON FOR MATERIAL ACTUALLY RACED AND ACCEPTED. e-15.5 PAYMENT (PARTIAL REPLACEMENT SECTION) PARAGRAPH I REPLACE ITEMS 3 AND 7 WITH' 3. -HVd P1KCe0 RIP Rap', per Tm 7. K11tWt 510WHet• Pet Ton REPLACE PARAGRAPH 3 WITR: THE WIT CONTRACT PRICE PER TON r ON KILTER BLANKET- SHALL E FULL CM'E/SATION FOR ALL COSTS IN CONECTION WITH FURNISHING A/D PLACING A FILTER BLAKEET. ! 8-20 Ilk UHINATION. TRAFFIC SIGNAL SYSTEMS AND ELECTRICAL 02R.3(.) EXCAVATING AND BACNFILLING (REPLACEMENT SECTION) THE CONTRACTOR SMALL SUPPLY TENCH WITHIN THE WIT WIDTHS AWL TO THE SPECIFIED DEPTHS AT THE LOCATIONS INDICATED ON THE CONTRACT PLANS OR AS DIRECTED BY THE ENGINEER. ALL TRENCHES SHALL E BAWILLED IN ACCORDANCE WITH THE APPLICABLE PORTIONS OF THE STANDARD SPECIFICATIONS. TRENCHING FOR CONDUIT RUNS SHALL E GONE IN A NEAT W1MFR WITH THE TFFNCH BOTTOM GAD© TO PROVIDE A UNIFORM INADE. NO WON SHALL E COVERED UNTIL IT HAS BEEN EXAMINED BY TIC ENGINEER. BACIFILL - NAT.-AIAL USED FOR FILL MR1D AND OVER THIS CONDUIT SYSTEM SHALL E FEE OF ROCKS GREATER TIWW TWO INCHES IN DIAMETER TO A DEPTH AF SIX INDE$ ABOVE THE CONDUIT. TENON WITHIN THE ROADWAY AREA SMALL USE KLECT TENCH BACWFILL AND SHALL CONSIST E MATERIAL AS INDICATED IN THE SPECIAL PROVISIONS AND SCHEDULE AF PRICES. THE SOURCE AND QUALITY AF THE MATERIAL SMALL E SUB.)ECT TO APPROVAL BY THE ENGINEER. TRENCH BADIFILL WITHIN THE SIDEWALX AREA CAN E MADE MITH ACCEPTABLE MATERIALS FRO THE EXCAVATION AND 94ALL E CC SIOEED A NECESSARY PART AF AID IWCIENTAL TO THE EXCAVATION IN ALCOiDANCE WITH THE STANDARD SPECIFICATIOVS. THE CITY RESERVES THE RIGHT TO MAKE ADDITIONS ON DELETIONS TO THE TRENCH WHIO1 PROVE NECESSARY FOR TOE COMPLETION OF THIS FFn)MT. THE MINIMUM WIDTH FOR THE TRENCH NEEDED WILL E AT THE OPTION OF THE CONTRACTOR. TADLII WIDTH WILL, HOWEVER. E AF EFFICIENT SIZE 50 THAT ALL AF THE NECESSARY CONDUIT CAN E INSTALLED WI TON THE (E➢THS SPECIFIED MILE WUNTAINING THE MINIMAL COVER. 8-20.3 A) FOADATIONS - CON.'RETE (REPLACD4E NT SECTION) THE CONTACTOR SHALL PROVIDE ALL MATERIAL FOR AND COSTIBCT THE FO►DATIONS FOR AND TO INE DIMENSIONS SPECIFIED IN TABLE 1 BELOW. THE AWADR BOLTS 94RLL MATCH TAT OF THE DEVICE TO E SAppleentsl SpecSFicstlms (Rev 02/G3/87) PW 43 h Y n y ,i 8-20.3(A) CONTINED INSTALLED THEREON. ALL EXCESS HATEAIALS ARE TO BE ADOVED FROM THE FOUNDATION CONSTRUCTION SITE AND DISPOSED OF AT THE O117RFCTOR'S EXPENSE. CONCRETE STALL BE PLACED AGAINST UOISTU(BED EARTH IF POSSIBLE. BEFORE PLACING THE CONCRETE THE CO TRACTCH SMALL BLOC(-OUT AROUND ANY OTHER UNDER(AOU D UTILITIES TIMT LIE IN THE EXCAVATED BASE SO THAT THE CONCRETE WILL NDT ADHERE TO THE UTILITY LINE. CONCRETE FOUNDATIONS SMALL BE TROWELED, 0-20.3(4) CONTINUED SAWED, EDGED AHD FINISHED IN A WOe0Wl91IP{IKE MAKER. CONCRETE 94IlL BE PROMPTLY GLEAMED FROM THE EXPOSED PORTION OF THE ANCHOR BOLTS AND COCUIT AFTER PLACEMENT. FOL84DATION SHALL ALL BE CLASS -r CONCRETE. AFTER A CURING PERIOD OF TWO WEEKS, THE COAMCTOR NAY INSTALL THE APPLICABLE DEVICE THEREON. TABLE 1 TYPE OF DEVICE 0I1O/51015 Street Light Pole A- Dm x 3' Sq. or D1a. Signal Pole 7' Oesp x 3' Sq. or Dia. Signal Controller See Detail "at Street Light Control Cabinet Sea Detail Sheet .. SMI&I Bus See Detail Sheet ALL CONCRETE FOIepATIONS SHALL BE CONSTRUCTED IN THE MWNER SPECIFIED BFLON: 1) WHERE E SIDEWALK OR RAISED ISLANDS ARE TO BE CONSTRICTED AS A PART OF MIS PROJECT, THE TOP OF THE FOADATION SMALL BE aADE RUSH WITH THE TOM OF THE SIDEWALK OR ISLAND. (SEE DETAIL SHEET) 2) MERE NO SIDEWALKS ARE TO BE INSTALLED, THE MADE F' THE TOP OF - FUMMTION 94ALL BE AS SPECIFIED BY THE ENGINEER. (SEE DETAIL SHEET) _ ALL CONCRETE FOIpATIONS 94%LL BE LOCATED AS PER STATIONING ON THE RMLS OR AS LOCATED iP THE ENGINEER IN THE FIELD. ry 8-2D.3(3) CONDUIT (REPLACEAer SECTION) THE CONTRACTOR SHALL PROVIDE AM INSTALL ALL CONDUIT AND HE'ESSARY FITTINGS AT THE LOCATIONS NOTED ON THE PLANS. CONDUIT SIZE SHALL E AS INDICATED ON THE WIRING AND CONDUIT SCHEDULE SHOWN ON PLANS. ' TO RE NOVIDED AND INSTALLED SHALL HE OF THE TYPE INDICATED BELOW: 1) SCHEDULE 10 HEAVY WALL P.V.C. CONFORMING TO AETN STANDARDS 944LL BE USED WDEVER THE CONDUIT IS TO BE PLACED OTHER THAN WITHIN THE RODHAY AREA. 2) SCHEDULE eo EXTRA HEAVY WALL P.V.C. COKOMING i0 ASM STAMOMOS SHALL E SED WHEN THE CONDUIT IS TO E PLACED WITHIN THE ROADWAY AREA. ALL JOINTS 94ALL E WADE WITH STRICT COiL141U TO THE a rA.TIAER'S RECWCMDA`IO6 RF.GMOING mO1T USED RD ENYIRONEMAL CONDITIONS. k2D.7 6 J111f:TION BOXES (REPLACEMENT SECTION) THE CONTRACTM 9H1LL NOVICE MD INSTALL .JUNCTION BOXES OF THE TYPE AND SIZE AT PE LOCATIONS . ' SPECIFIED IN THE PLANS MO AS PER DETAIL SHEETS. 'P Supplemental Specifications (Rev 02/09/87) Page Aa CONTINUED TOE INSCRIPTION ON THE COVERS OF ILL JUNCTION BOSS SMALL BE AS INDICATED BELOW: } 1) STREET LIGHTING ONLY: +LIDNTIw- 2) 5104AL ONLY: •SIGNALS- j J) TRAFFIC SIGNL AD STREET LIGHTING: -TILT- A) TELEMETRY ONLY: -TELEMETRY- I INSCRIPTIONS ON JUNCTION BOXES PERFORMING THE SIYE FUNCTION, I.E. STREET LIGHTING„ TRAFFIC SIGNAL, OR BOTH, SWILL BE CONSISTENT THiO CH30 THE PROJECT. i ALL JUNCTION GOES SHALL BE IHL9TALED IN O]i'WYYICE WIRM PROVISIONS CONTAINED IN THE STAIOIWD PLANS AO DETAIL SHEETS. THE UNIT CONTRACT PRICE PER EACH FOR -DESIGN jr OR •CESIGN C. JUNCTION BOX 94ALL BC FULL COMPENSATION FOR FURNISHING SAE AND FOR ALL COSTS OF LABOR, MATERIAL, TOOLS, AO EpLlIpWw NECESSARY TO PROVIDE AND INSTALL THE JUNCTION BOSS INCLUDING EXCAVATION, BDDTILLING NO COMPACTION ILL IN ACCORDANCE WITH PLANS, SPECIFICATIONS NO DETAIL SHEETS. 8-20.7(9) GROUNDING (REPLACEMENT SECTION) ALL STREET LIGHT STANDARDS, SIOAL POLES, SIGAL CONTROLLER CABINETS AND SIGAL/LIGRINO SERVICE CABINETS SWLL BE O(OMEU TO A CY'PER CLAD SOLID METALLIC GRMJD ROD 3/8• IN DIAETER a 8.0• IN LENGTH CDPLETE KITH A 06 BARE C"'M BODING STRIP LOCATED IN THE NEAREST JUNCTION BOX. GROUND RODS ARE CONSIDERED MISCELLAEOUS ITEMS AND THE COST IS TO BE INCLUDED WITH THE SYSTEM OR CODouLHORS. 8-20.7(10) SERVICE (REPLACEMENT SECTION) THEE TYPES OF POWER SERVICE ARE USED AS INDICATED BELOW: 1) TYPE I SYSTEM SHALL BE SINGLE RASE 120 VOLT, 2 AFIRE, 60 CYCLE A.C. (TRAFFIC SIGNAL SERVICE ONLY) 2) TYPE II, SYSTEM SHALL BE SINGLE PHASE 2A0 VOLT, 2 WIRE, 60 CYCLE A.C. (STREET LIGHTING NON CONTACTOR, INDIVIDUAL CONTROLLED ROTD-CELL WITH NO NEUTRAL WIRE) l J) TYPE III SYSTEM SHALL BE SINGLE RASE 120/240 VOLT, U AFIRE 60 CYCLE A.C. (STREET LIGHTING CONTACT'OR/RRAFFIC SIGAL. GROUNDED NEUTRAL SERVICE) THE POWER SERVICE POINT BALL BE AS NOTED ON THE PLANS AND SHALL BE VERIFIED BY THE ELECTRICAL SERVICING UTILITY. 8_20.0(ll) ILLLNINATION SYSTEMS (9PPLDNENTAL SECTION) ..., UNDEROOUD CONDUCTORS FOR THE STREET LIGHTING CIRCUIT 944LL BE STRANDED COPPER, TA MADE WITH 600 VOLT INSULATION OF THE SIZE NOTED ON THE PLANS AND WIRING SCHEDULE. SPLICING OF THE STREET LIGHTING CIRCUIT WILL BE MADE ONLY IN JUNCTION BOSS AD OE SPLICE KIT SHALL CONSIST OR A PRESSURE TYPE DEVICE UEAE THE CONECTION OF THE WIRE TO THE KIT IS A041EVED BY " CRIMPING OR BY A COgESSION BOLT. NO TWIST ON TYPE CONNECTORS SHALL BE ALLOWED. AFTFR THE KIT HAS BEEN INSTALLED, Al EXPOSED SURFACES OR WIRE ND KIT SHLL BE RACED IN A CLEAR PLASTIC FORM APO FILLED WITH EPDXY TO FORM A WATER-TIGHT SEAL. MATERIAL USED FGR THE SPLICE KIT SHALL BE COMPATIBLE WITH THE WIRE MATERIAL. TWO QUICK DISCONNECT KITS, S.E.C. OR EQUAL, BALL BE FURNISHED AND INSTALLED, WITH FUSES, BY THE CONTRACTOR FOR EACH LIGHT STANDARD INSTALLED. ALL MATERIALS 94AL BE COMPATIBLE WITH THE COPPER CODUCTORS AND ITS INSULATION. THE CONTRACTOR SHALL SUBMIT SAMPLES OF THE CONNECTORS PROPOSED FOR USE TO THE ENGINEER FOR APPROVAL 9yplarM11 SRWC1Fl¢Ktlms (Rev 02/09/87) PAB9 AS I e 0-20.3(13)A L1O4T SFN9nRDS (REPLACEMENT SECTION THE 1W0 HOLE SMALL BE LOCATED AT 90 DEGREES TO THE DAVIT AFM ON THE SIDE AWAY FROM TRAFFIC. A GIQ/OING LUG OR NUT SMALL BE PROVIDED IN THE HAD DIRE FRAME OR INSIDE THE HIND HOLE FRAME OR INSIDE THE IRE SWIFT TO ATTACH A W^ BODINL', STRAP. ALL FQ" NO DAVIT ARMS SMALL BE DESIGNED TO SUPPORT A LUMINAIRE WEIGHT OF SO LBS. OR MORE AND TO WITHSTAND PRESSURES CAUSED BY MIND LOADS OF e5 M.P.N. WITH GUST FACTOR OF 1.3. ALL POLES 94ALL MAINTAIN A MINIMUM SAFETY FACTOR OF 4.30 P.S.I. ON YIELD STRENGTH OF WEIGHT LOAD . . , NO 2.33 P.S.I. FOR BASIC WINO PRE39RE. DAVIT ARMS THE DAVIT STYLE ARM SIMILL INCORPORATE A 3'9• RADIUS STD AS MEASURED FROM THE CENTEALINE OF THE SHAFT. THE BUM PORTION OF THE AM SMALL BE NEARLY HORIZONTAL TO .2' ABOVE HORIZONTAL AND 94ALL E FURNISHED WITH A 2' DINETDR SLIPFITTER WITH A MAAIMlW LENGTH OF B INOES TO FIT THE LUMINAIFE SPECIFIED. THE POLE END OF THE DAY17 AM TOE SMALL E FASTENED SECURELY TO THE TOP OF THE SHAFT AIBOILCING A FLUSH JOINT WITH AN EVEN PROFILE. ANCHOR BASE .'...`:. - ,.._... A ONE PIECE NOW BASE OF ADEQUATE STRENGTH, SHAPE ND SIZE SMALL BE SECURED TO THE LOWER END OF THE SHAFT SO THAT THE BASE BALL. BE CAPABLE OF RESISTING AT ITS YIELD►014T `WE BDODNG MOON! OF THE 91AFT AT ITS YIELD POINT. THE BASE SHALL BE PROVIDED WITH FOUR SLOTTED OR ROAD HOLES TO RECEIVE THE ANCHOR BOLTS. NIT COVERS SHALL BE PROVIDED WITH EADA POLE. ,.I NOOA BOLT3 FOR HIGH STRENGTH STEEL ANCHOR BOLTS, EACH FITTED WITH TWO WOWS AND TWO MASERS, BALL E FLM19ED WITH THE POLE. EACH ANCHOR BOLT SHALL HAVE A A' 'L' 4WD AT THE BOTTOM END AND BE TREADED AT THE TOP END. THREADED ENDS, ALL NUTS AND MASERS 94AlL BE NOT DIP GALVANIZED. THE ACTOR BOLTS SMALL E CAPABLE OF RESISTING AT ITS YIELD POINT THE ENDING MOMENT OF THE 94WT AT ITS YIELD POINT. MISCELLANEOUS HARDWARE ALL HARDWARE (BOLTS, NUTS, SCREWS, WASHERS, ETC.) NEEDED TO COMPLETE THE INSTALLATION SHALL BE STAINLESS STEEL. I.D. (IDENTIFICATION FOR POLES) _ THE COITWTOR 94ALL SIPPLY NO INSTALL A COMBINATION OF A-DIGITS APO ONE LETTER ON EACH POLE, WHETHER INDIVIDUALL LUMINAIRE OR SIGAL POLE WITH LUMIWAIR. THE LETTER AND NMWRS COMBINATION SMALL E NO IVED AT THE 15 FODT LEVEL ON THE POLE FACING WMM04IMG TRAFFIC. LEGENDS SMALL E SEALED WITH TRANSPARENT FILM, RESISTANT TO DUST, WEATHER ND ULTRAVIFLET EXPOSURE. THE DECAL MUMMERS BALL E 3 INCH SQUARE WITH GOTHIC GOLD, WHITE EFLECTORIZFD 2 INCH LEGEND ON A BLACD BAC GRO'C'. THE I.D. NUMBER WILL V. ASSIGED TO EAOI POLE AT THE END OF THE CONTRACT OR PROJECT BY THE CITY TRAFFIC ENGINEOIING OFFICE. COST FOR THE DECALS SMALL E CONSIDERED INCIDENTAL TO THE CONTRACT BID. LIGR STANDARDS SWLLL E SPUN ALUMINUM DAVIT STYLE AND SMALL MEET THE ROLE DETAIL REQUIREMENTS INDICATED 410W AND THE DETAIL 9EETS AT THE END OF THESE SPECIFICATIONS. THE POLE 94WT BALL E NDVIDED WITH A A• • 6' FLASH HAD WLE HEAR THE BASE NO A MATCHING METAL AVER SECURED WITH STAINLESS STEEL SCREWS ON BOLTS. ALL TENDS 94ALL E FACTORY INSTALLED AID ALL WELDINC 91ALL E COMPLETED PRIOR TO GALVANIIING. ALL SIGNAL POLE FOUNDATIONS SHALL E CONSTRUCTED TO PROVIDE THE POLE ORIEWATION NWTED IN THE PLANS. Supple tAl SpeClficAtlaW (Rey 02/09/87) Pop 46 N E B_20.R 13)A CONTIMED THE POLE SHALL BE ADJUSTED FOR PLUMB AFTER ALL NEEDED SIGNL EQUIPMENT HAS BEEN INSTALLED THEREON. AFTER THE PDLE IS PLUMED THE SPACE BETWEEN THE CONCRETE FOUDATIGN AND THE BDTTRM OF THE POLE BAN 'By1 PLATE 94ALL BE FILLED WITH A O.r PACT( MORTAR MIT AND TROWLED M A SWIN FINISH COPORMING TO THE COW" OF THE POLE BASE PLATE. Y, DRY PARC MORTAR [MIT 94ALL GIST OF A 1:7 MIXTURE OF PORTLA D CEMENT AD FINE SOO WITH JUST d END" WATER SO THAT THE MIXTURE MILL STICK TOGETHER ON BEING MOLDED INTO A BALL BY HAD, MD WILL NOT EXUDE NOISTUE MEN SO PESSFD. A ONE HALF INN GNAIN HOLE 9WA.L BE LEFT IN THE BOTTOM OF THE R GFW PAD AS SOWN ON THE STANDARD DETAIL. 8-30.1(1�) SIGNAL SYSTEMS UAPPLEENTAL SECTION r ALL SIGNAL CONDUCTORS SM.L E STRANDED RIPER NO 94ALL HAVE 600 VOLT TH INMATION AD BE OF HIE SIZES NOTED ON THE PLANS. ALL MULTI-CONDUCTORS USED FOR THE SIGNAL SYSTEM 94ALL COHF M TO DIVISIGN 9-29.3 AD SA'-L E OF THE SIZES NOTED ON THE S1O4AL WIRING SCHEDULE AND WIRING DIAGRAM. ALL STRANDED WIRES TERMINATED AT A TERMINAL BLOCK 94A.L HAVE AR OPEN END, CRIMP STYLE SOOEALESS TERMINAL CO►ECTOR, AC ALL 90LID WIRES TERMIINATED AT A TERMINAL BLOCK 91N.L HAVE M OPEN END SO DOEO TEMINA COIECTOR. AL_ TERMINALS SMALL E INSTALLED WITH A TOOL DESIGNED FOR TH L INSTALLATION OF THE COHECT TYPE OF CONNECTOR AND CRIMPING WITH PLIERS. WIRE CUTTERS. ETC., WILL NOT E ALLOWED. ALI WIRING INSIDE THE CONTROLLER CABINET SMALL E TRIMMED AND CABLED TOGE74M TO NWE A NEAT, CLEAN APPEARING INSTALLATION. NO SPLICING OF MY TRAFFIC SIGNAL CB'DUCTOR 94ALL E PERMITTED w.ESS OTHERWISE INDICATED GN THE PLANS. ALL CONDUCTOR RUNS 94ALL E ATTACHED TO APPROPRIATE SHOAL TERMINAL BDAFM WITH PRESSURE TYPE BINDING POSTS. THE ONLY EXCEPTIONS SHALL E THE SPLICES FOR DETECTOR LOPS AT THE MEREST JUNCTION BOX TO THE LOOPS. 8-20 R(101) TEST FOR INDICTION LOPS AND LEAD-IN CABLES (ADDI.10NAL SECTION) THE CONTRACTOR SHALL KEEP RECORDS; OF GIELD TESTING AND 94ALL FUNI94 THE ENGINEER WITH A COPY OF THE ESULIS. ` IA E SIGNL ST.DADS REPLACEMENT SECTION) ' THE CONTRACTOR SMALL FUMISM ND INSTALL ".A'FIf ttft+aL 9RADADS IN ACCORDANCE WITH THE KTHM005 AND MATERIALS NOTED IN THE CONTRACT PLANS AND T' , .1�1" ATIh1S. f ALL POLE OIWD61ONS F D ORIENTATIONS WILL E VEA: RED BY THE ENGINEER PRIOR TO FABRICATION, ALL ENTRACES REWIRED FOR POLEROLNTED SIGAL HEAD`. CABINETS, SIGNS, PEDESTRIAN PRAM BUTTON ASSEMBLIES, ETC. SHALL E FIELD DRILLED. 8-20.4 MEASUREMENT (REPLACOQIT SECTION NEA4REDENT FOR TRENCH AO BKNFILL WILL E BY THE LINEAR FOOT, MEASMJCNT FOR SELECT TENCH BACKFILL WILL E BY THE TON. MEASUREMENT FOR SIGAL STANDARDS AND SIOW_ CONDUCTORS WILL E BY PER EACH AND PER LINEAR FT/LUP SUM. ELAADENT FOR FONRTIOS - CONCRETE, WILL E BY THE UNIT FDA EACH TYPE SPECIFIED, COMPLETE IN PLACE. MEASFEPENI FOR CONDUIT WILL E BY THE LINEAR FOOT. NEASWDENT FOR AUCTION BOXES, WILL E BY THE LWT FOR EACH TYPE SPECIFIED, COMPLETE IN PLACE. r SuwI~tAl swificetims (Rev 02/09/87) Par AT I . Y, J . � A .n, t d 0-20.4 CONTINUED WA LKk*NT FOR LINT STANDARDS, WILL BE BY TIE WIT PER EACH, C04PLETE IN RACE. t 8-20,5 PAYMENT—IER.KDENT smlloM) PAYMENT WILL BE MADE DOER: 11 •TIOCH NO B906ILL,_ 10NEOEEP•, Dar Linn FWt. 2) •SELECT TREMOR BAC FILL'. Par Tan. THE WIT C%~ PRICE FOR TREWH NO BA#ILL PER LINEAR FOOT SHALL BE FULL COMPENSATION FOR EXCAVATING, LOADING, NULINC NO OTHERWISE DISPOSING ON THE WASTE MATERIALS, FOR BILYRILLING AND TAPING BADOFILL MATERIAL ND FOR THE RESTORATION OF THE TRENCH AS SOWN ON THE PLANS OR AS DIRECTED BY THE ENGINEER ALL IN ACCORDANCE WITH THESE SPECIAL PROVISIONS ,H NO THE STANDARD PLANS AND SPECIFICATIONS. 3) —FOUNDATION' PER EACH 4) •OGDUIT, P.V.C., SCEDILE AD, • Pat Lin. Ft. 1 S) •CONDUIT , P.V.C., SCHEDULE 80, • Per L1n, ft. 6) `DESIGN JUCYION BOX-, PER EACH. 7) -STREET LINT STNONO •, PER EACH. 8) -SIGNAL STNNDND, TYPE_' PER EACH t) -DETECTION LOOP RETURN CABLE, 2/C• SHE.' PER LINEAL FOOT 10) -SHIELDED PRE- EW71ON CABLE, 3/C SHD• PER LIN. FT. 11) -SHIELDED 1NTERCOAECT CNBLE._PM PER LIN. FT. 12) -TRAFFIC SHOAL WIRE• PER LUMP SW. 13) •INDUCTOR LOOP VEHICLE DETECTOR SA .UTTING.- PER LINEAL fDOT. THE WIT CONTRACT PRICE PER EACH O. SIGNAL STANDARDS NO PER LIN. FT./LUP SLN ON TRAFFIC SIGNAL SYSTEM WIRE WILL BE FULL QIHPENSIITION FOR FURNISHING AID INSTALLING THE STANDARDS NO WIRE AND FOR ALL OTHER MATERIALS, TOOLS, EQUIPMENT NECESSARY AD/ON INCIDENTAL TO THE INSTALLATION AS PER THE CONTRACT PLANS AND THESE SPECIFICATIONS. 8-22 PAVEMENT MARKINGS 8-22.1 DESCRIPTION (PATTIOL REPLWro -LTION) SKIP CENTER STRIPE - DELETE NO REPLACE WITH: i A BROKEN YELLOW LINE A DOES WIDE. THE BROKEN OR •SKIP' PATTERN BALL BE BASED ON A 25-FVOT WIT IOGISTING OF A ID-FOOT LIE AD 15 FOOT GRIP. SKIP CENTER STRIPE IS USED AS CENTER LINE DELINEATION ON A TWO LANE TWO WAY ROADWAY. DOUBLE YELLOW CENTER STRIH - METE NO REPLACE WITH: TWO SOLID YELLOW LINES, EACH A INLHES WIDE, SEPARATED BY A A INCH PAN. DOLBLE YELLOW CENTER STRIPE 15 USED AS CENTER LIE DELINEATION ON NLT14 N", TWD-WAY ROAMAY NO FOR CANELIUTION. EDGE STRIPE - DELETE GORE STRIPE - DELETE ND REDUCE WITH: APPROAN STRIPE A SOLID WHITE LIME, 8 INNS WIDE, USED 10 OE IMEATE TIM LANES FROM THROUGH LAWS, FOR TRAFFIC ISLANDS NO DOSS HALM MARKS LANE STRIPE - DELETE NO REPLACE WITH: A BROKEN WHITE LEE, A INUES WIDE, USED TO DELINEATE ADJACENT LASS TRAVELING IN THE SAE DI.ICTION, THE BROKEN OR -SKIP• PATTERN SMALL BE BASED ON A 23 FOOT WIT CONSISTING OF A 10 FOOT ,.THE AND 15 FOOT CAP. Supplemental SDecl Ficatio (Rev 02/09/87) PAR 48 P ILA r s } i 0-22.1 CONTIMFD NO PASS STRIPE - DELETE ! REVERSIBLE LANE STRIPE - DELETE TWO MAY LEFT TUN STRIPE - DELETE AND REPLACE WITH: i A SOLID YELLOW LINE, A INCHES WIDE, WITH A BROKEN YELLOW LINE, A INCHES WIDE, SEPARATED BY A A H INCH SPACE. THE BROEH OR •SKIP" PATTERN WILL WE BRSED ON A 25 FOOT UNIT COSISTIN:OF A 10 FOOT LINE AN) A 13 FOOT SPICE (SEE DETAIL BEET). BARRIER STRIPE - DELETE AND AEPLACE WITH: A SOLID YELLOW LINE, 18 TO 24 INCHES ES WIDE. CROSSWALK STRIPE - DELETE NO REPLACE WITH: A S0.10 MATE LINE, 12 INCHES WIDE, INSTILLED PARALLEL TO ANOTHER CROS91ALX STRIPE WITH NI S FOOT SPACE IN EETWEENN TIE LINES. li STOP BAR - DELETE AND RDI ALE WITH: A SOLID MITE LINE, IN WIDTHS OF 12, 18 NO 24 INCHES. THE WIDTH SHALL BE INDICATED ON 71E CONTRACT PLANS. TRAFFIC ARROW - DELETE AND REPLACE WITH: A SOLID MOTE WWKING COFORMING TO COMRACT PLANS AO DETAIL SEEPS. TRAFFIC LETTERS - REPLACE WITH TRAFFIC LEGEND - DELETE NO REPLACE KITH: A MATE MNII:NG USIN: ALPHABETICAL LETTERS - SEE CONTRACT PLANS AO DETAIL BEET, CYCLE DETECTOR SYMBOL - DELETE 6-22 3(3) TOLERANCES FOR LINE STRIPES (REPLACEMENT SECTION) ALLOWABLE %XZV#ICES FOR STRIFES ARE AS FOLLOWS: LENGTH OF STRIPE - THE LONGITUDINALACCLMLATIVE ERROR WITHIN A 25 FOOT LENGTH OF SKIP STRIPE 94A.L r, EXCEED PLUS OR MIMOS ONE INCH. WIDTH OF STRIPE - THE WIDTH OF STRIPE SHALL NOT VARY MORE THAN PLUS OR NIM S 1/4 INCH. B-n.3(6) PAINT/PLASTIC STRIPE LINES REMOVAL (NECK SECTION) WHERE 94OWN ON THE PLANS OR DIRECTED P. THE ENGINEER, THE CONTRACTOR BULL REMOVE ALL OLD COFLICTINf. STRIPE., OR LINES. B-n.A NEASKROENT (ALRMPF". SECTION MEARJEJENT SMALL BE F LINEAR FOOT FOR A INCH WIDE SOLID STRIPE, WITH NO DEDUCTION HIDE FOR THE SKIP BETWEEN THE - .5 NEASUED. 6 INCH WIDE SOLID STRIPE, 12 INCH WIDE CROSSWALK, BARRIER STRIPE, STOP BAR, T•.F,-. ARROWS AO TRAFFIC LEGEND "ONLY" PER EACH. T FOR ALL ITEMS SMALL BE COMPLETE IN PLACE. MEAASJEMENT FOR PAINT/PLASTIC ';TRIPE LINE REMOVED, WILL BE BV THE LINEAR FOOT OF '_" HIDE LINE SuppleeenLll Spec1T1CIUMS (Rev 02/09'87) Page 49 tom.. ... _..._._. ,. f i Eel �� 2 � iw aR me •I�' •I� ��' •I� � bb s.I �1 � DmsION 9 MATERIALS A-03 AGGREGATES 9-03.10 AGGREGATE FOR (RAVEL BASE (PARTIAL REPLACEMENT SECTION) 1 AM TO PARAGRAPH 2 SENTENCE ..EXCEPT THAT IN W CASE SHALL THE MAXIMUM SIZE EX(SFD EIGHT (8) DCES. REPLACE PARAGRAPH 3 WITH: . GAVEL 80.5E 94ALL MEET THE FOLLOWING REQUIREMENTS FOR OWING AND QUALITY WHEN PACED IN HW.A IRA: VEHICLES Fo R OELIVERY TO THE ROADWAY, TRENCH OR DINING WMFACTIAE AM PLACEMENT INTO A TEWRARY STOCKPILE. OE EXACT POINT OF ACCEPTANCE WILL BE DETERMINED BY THE ENGINEER. GRAVEL BASE GRAVEL BASE Wyq. CLASS A CUSS B % PASSING 1/A' SIEVE 251 MIN. 23%MIN. �. ... 73%MAX. 75%MAX. %PASSING U.S. MG. 200 5% MAK, lox MAX. 1 SIEVE (MILT SIEVING) (OUST RATIO): % PASSING P200 2/3 HAX. 2113 HAX. % PASSING PAO SANG EQUIVALENT 50 MIN. 30 MIN. 9_03.12(3)4 CLASS A (REPLACEMENT SECTION) GRAVEL SACXFILL FOR FOAL)ATION, CUSS A. 91ALL CONSIST O CAUSIED MATERIAL AW 9ALL CONFORM TO THE .. REQUIREMENTS OF SECTION 943.9 FOR BALLAST. 9-03.12(1)8 CLASS B (REPLACEMENT SECTION GRAVEL BACXFILL (OR FOAGATIOLS, CLASS 8, IS WT AN ACCEPTABLE SUISTIMION FDA GAVEL BACNFILL FOi - - Fp,AGATIONS, CLASS A, ALESS APPROVED IN WRITING BY THE ENGINEER. 1F APPROVED THE GAVEL BAC1(FILL FOR FOUNDATION, CLASS B, SHALL CONFORM To THE REQUIREMENTS ON 9-03.1(3)C OWING 34 OR 9-03.10 AGGREGATE FOR GRAVEL BASE, CLASS A. 9-03.12(3) (RAVEL BMNFILL FOR PIPE BEOOING (PARTIAL REPLACEMENT SECIION REPLACE SENTENCE 1, -ANAGAPH 1 WITH: GAVEL BACWFILL FOR PIPE BEODI, ''ALL CONSIST O NITtAALLY OCCURRING PEA GAVEL CDFOAMING TD THE FOLLOWING: PASSING 3/4' SOUARE SIEVE 1001 PASSING 3/8' SQUARE SIEVE 70-100 PASSING N ALIVE 55-100 PASSING Pln SEIVE 33-95 PASSING P20 SEIVE 20-W PASSING NJ SEIVE 10-55 PASSING 010., SEIVE 0-10 PASSING 0200 SEIVE 0-3 SAW EQUIVALENT 35 MINIMM t swf)l ntA1 SOrtIfIc%t1O+s (Rev 02/09/87) Page 51 �J 9-03.120) CONTINEO 400: NEN ApMOVED IN WAITING By THE ENGINEER$ DRER MSIED, YROCF.SSED GR NATURALLY OCCURRING GRMUAR IEATERIAL MEETING THE REQUIREMENTS LISTED ABOVE CAN BE LISED AS GAVEL MWILL FOR PIPE REDOING. 9-03. 4 GRAVEL BOtlM (RIPLACDENT SECTION) GRAVEL "" SHALL CONSIST OF CUSS A OR CLASS B GRAVEL BASE COIEO HING TO THE REW FOENTS QUTLIMED IN 9-03.10 AGGREGATE FOR GRAVEL BASE 945 DRAINAGE SMX-MAE5, OLLVERTS AND CONDUITS 9-05.1 DRAIN PI14 (PARTIAL REPLACEMENT SECTION), DELETE: ALL RE/EIEWE TO AR IR(MIMAIN COATED (ALRMTNI7m) CO MARTED IRON OR STEEL ORA14 PIFE FROM THIS SECTION. 9-05.3(1)A END DESIGN (PARTIAL AMOCE3ENi SECT12N DELETE SENTENCE 2 PARAMkPH 1 �.. 9_05 10 STEEL STORM SEWER PIPE PARTIAL REPLACEMENT SECTION) REPLACE: "TREATMENT 5• WITH 'TREATMENT 1• 9-05.11 ALLNINLH STORM SEWER PIPE (PARTIAL REPLACEMENT SECTION DELETE: -except that piotoctlVe coating Atoll Oa TrNtat 5•. 9.05.12 PVT SEWER PIPE (PARTIAL REPLACEMENT SECTION) DELETE: PARAGRAPH 1 t ADD: TIE MA%UAM LENGTH O PVC PIPE SECTIONS USED STALL BE 12 FEET. 9-05.13 WCTILE IRON SEWER PIPE (PARTIAL REPLACEMENT SECTION) DELETE PARAOIAFA 1 9-29 ILLLMINATION, SIGNALS, ELECTRICAL 9-29.1 C04YJIT (REPI.ACIEENT SECTION) THE CODUIT P.V.C. - NON-METALLIC 94ALL CO FORM TO ARTICLE 3A7 Or TMF CODE AND ASTM STANDARDS. THE CONDUIT SMALL BE OF THE TWO TYPES INDICATED BELOW: I (1) SL3EOWLE eo EXTRA HEAVY WALL P.V.C. CONFORMING TO ASTM STANDARDS. (2) SCEOLE AO HEAVY WALL P.V.C. COFORPING TO ASTM STADAIDS. AWpp1~tol speclficmt(� (ReV 02/09/87) Page 52 4 s r� u� N 9-29.2 .EMOTION B0AES (RpLAOE/ENT SECTION 1 JUNCTION BOXES SMALL BE P'.INFORLED CIiN" WITH STEEL FRAME RNCHWEp IN PLACE AD STEEL COVER RATE (DIAMOND PATTERN) AS INDICATED ON DETAIL 9EETS. V: THE INSCRIPTIONS ON THE CCWE t OF THE .AUCTION BORES SMALL BE AS FOLLOWS; (1) SIGNAL ONLY: "SIGNALS (2) STREET LIDDING ONLY: "LIOMTING" (3) TRAFFIC SIGN& NO STREET LIGHTING FACILITIES: "TS-LT" `q THE ABOVE INSCUIPTIOS 94ALL NOT BE HIDER THAN THE TOP SURFACE O 7K OOVER PLATES. 1:29.3 COVXIT-'.. CABLE (REPLACOEMT ECTION ALL SIGNAL CONDUCTORS AS INDICATED ON THE PLANS SMALL E STPANIED COPPER AND 9WLL EMPLOY 610 VOL T THAT INSULATION OF THE SIZES NOTED ON THE PLANS. ALL MULTI COg1CT(AS USED FOR THE SIGNAL SYSTEM SO" CWMF A TU A'PLIcARE PROVISIONS CONTAINED 1N TIE ST44DN O SPECIFICATIONS NO SMALL E O THE SIQS NOTED ON THE SIGNAL MIRING DIAGRAM. THE 2/C CABLE INDICATED FOR THE DETECTION LOOP RETURN CABLE 9ALLL E A SPECIAL CONAICATIONS CABLE. MIS CABLE 9VLL E BELDEN$ BFLOFOIL 072C, or EQUAL, KITH 014 ANG CONOICTORS STRApEO (19 W 77). THE DOLE SMALL HAVE POLYETHYLENE INSULATED CfPPER CONDUCTORS, MPOLYESTER ALUMINUM SHIELD, A TINED COWER DARIN KIRE AND A DADE VINYL JALTOi. 1 THE 3/c SOELCED AE- EIPTION DETECTOR CABLE SMALL E " 013B CABLE OR E(AXIVA.ENT. THIS CABLE , i WILL RUN FROM THE DETECTOR UNIT TO THF COTROLLER CABINET AND NO SPLICES WILL E ALLOEO. i THE 941ELDED CONLNICJITIONS/SIOPL IN-FRCONNECT CARE 3HLL HEFT THE FOLLOWING: 1. COOUCTORS: SRN), SOT [RAM, ANNEALED COPPER. SIZE 19 MC. 2. INSULATION: SOLID, VIRGIN HIGH OFNSITY PRYETHYLEIE OR pOLYpgOpYLEW'WIT, TELEPHONE I INDUSTRY COLOR OWING. j 3• CARE CIE ASSEMBLY: INSULATED CONDUCTORS NE iKIS7ED IN70 PAIRS WITH VARVIND LAYS (TWIST LENGTHS) TO MINIMIZE CROSS TALK AND MEET STRICT CAPACITANCE LIMITS. A. SHIELDING' A OAROSIOI/OXICATION RESISTANT TINTED ETHYLENE COPOLYMER COATED (BOTH SIDES) .00R" TOO( CORRUGATED ALUMINUM TAPE SHIELD IS APPLIED LONGITUDINALLY WITH OVERLAP TT POVIDE LOOM ELECTRICAL SHIELDING COVERAGE. A .005 CORRUGATED TAPE APPLIED IN THE SAE MAKER IS ACCEPTABLE. a 5. OJO(R JACKET; A BUD(, LOCO ODSITr HIGH MOLECULAR WEIGHT VIRGIN POLYETHYLENE (COpO/DED TO WITHSTAND SRLIOR, TTJPFAATAE VARIATIONS AND OTHER FXVIROAENTAL CONDITIONS PLUS OUR H DURING INSTALLATION) IS EXTRU'TED OVERALL TO PROVIDE A CONTINUOUS COVERING. 6. FOOTAGE M0VWNGS: FOOTAGE MAKINGS COST E PRINTED SEOLEN"IALLY A MINIMUM O 2' ALONG THE OUTER JACKET. 7. FILLING: THE ENTIRE CARE WITHIK THE OUTER JACKET IS ROUGED WITH PETRILEUN.pRYETHYLEN- (EL FILLING COIgRO INLL'DINO THE AREA ETEEN TIE OUTER JACKET AND THE SHIELD. FROM WIRE SMALL E NAMED AT EACH TERMINAL END WITH A WRAP_ARCUC TYPE NUMBERING STRIP ACCORDING I TO THE SCHEDULE ATTACHED TO T1ESE SPECIAL °RO'/ISIONS. NO SPL7CIND OF ANY TRAFFIC SIOML CONDUCTOR SHALE. E PERMITTED UNLESS OTHERWISE INDICATED ON THE PLANS. ALL CONDUCTOR RIMS SMALL E PULLED TO THE APPROPRIATE SIGNAL TE104INAL COMPARTMENT BOARD ; WIT.R p1ALSSRE TYPE BINDING POSTS. THE ONLY EXCEPTIONS SMALL E THE SPLICES FOR DETECTOR LOPS AT THE NEAREST JUNCTION BOX TO THE LOOTS. 4 THE CONTRACTOR 94ALL PROVIDE AND INSTALL ALL 11E NECESSARY WIRING, FUSES AND FITTINGS m AS TO COMPLETE THE INSTALLATION OF THE SIGNAL AM LIGHTING EQUIPMENT AS SHOWN ON THE PLANS. ALL MATERIALS AND INSTALLATION METOD.S, EXCEPT AS NOTED OTHERWISE HEREIN, SHALL COMPLY WITH APPLICABLE SECTIONS OF THE NATIONAL ELECTRICAL CODE. Suwl~tol SwIficRtiom (ARY 02/09/87) PaW 53 4 INSTALLATION OF ALL WIRING !*LL CONFORM TO APPLICABLE PROVISIONS CONTAINED IN THE 57AIOWD lECIFICATIONS EKCEPT AS SPECIFIED HEREIN. _. CODUCTORS AND CABLE SHALL CUNFOM TO TIE APPLICABLE SPECIFICATIONS AS FOLLOWS: (1) UNLESS OTHERWISE NOTED, ALL ELECTRICAL CODRCTGAS SHALL E APPROVED STRANDED COPPER COMFOMIND TO APPLICABLE PORTIONS OF AST" STANDARDS- INSULATION SMALL E 600 VOLT PLASTICIZED POLVVINI'L OLORIOE, POLvETHYLE E, OR CHEMICALLY CROSS LINED POLYETHn ENE, CGFOBIIMO TO APPLICABLE PORTIONS OF ASTM 57MpIlOS. PCLYET ENE COSOADS SHALL NOT E USED WHERE OPOSED TO SOLICIT. THE GRADE INSULATION OF CODE TOCIOESS SHALL E USED. (2) ILLTICOMXr q CABLE SHILL E USED FOR TRAFFIC SIGNAL CONTROL, AND 94ALL E RATED TO OPERATE ON WU VOLTS. INDIVIDUAL CODUCTORS 94ALL E STRANDED COPPER, SMALL E IN9ARTED WITH A MINIMUM OF AS MILES PUISTICIZED PILVVINYL CHLORIDE COMPOUND. OR WARMED EPA, AN) SHALL E COLOR CCOED ND OF SIB ISTED IN TABLE BELOW. THE INDIVIDUL CONDUCTORS SHALL E CABLED TOGETHER WITH CABLE TAPI ..-, ENCASED IN A PWNINYL CILORIlE SHEATH 75 NILS THICK. * >. IN9LATION 94ALL COFOM TO APPLICABLE PORTIONS E ASTM STANDARD APPLICATIOS- AWG _ N om. StreMs CIRCUIT _ Phase Glum 14Lm ConOctor Color Stripe Signet heads... A 16 19/27 Rep, Yellow, Green 1_.x A' 14 19/27 Red, Yellow, Green White-White B lA 19/27 Red, Yellow, Green Bieck 8' 14 19/27 Red, Yellow, Green Block-Bieck C la 19/27 Red, Yellow, Great White S(gral.......... Cos. 12 19/25 White NM✓ Control......... com. 12 19/25 white Uleck or Green DetaptDf........ A,e,C 12 19/25 81" None Coe. 12 19/25 White Wore fie........... .... 14 19/27 Red, Yellow, Gwen Blue Flashers........ .... 12 19M Black None Service......... .... 10 )9/I5 Block None- Alternate..... .... 12 19/25 Block None w Neutrals ._ (not listed).. .... 10 19125 White None ,..... ..• Alterrote..... .... 12 19/25 White or Green "bhe . 1 Nul!Ssantlicto: MU still be useebled as per the following typical lllustntld": 1 a) 2 CoMcter __ 2 Nl. 12 AWG, 19/25 strand, consisting of a block and atilte conductor. b) 5 Conductor — 1 No. 12 AMC, White; 1 No. 12 AVG, White with green or bleek stripe; end S No. la's f:,nsieting of Rase A. C) a Cmkctor — 1 MD. 12 WIG, eAite; _ No. .2 AVG, white green or black "ripe; am 6 40. _. la's Consisting of Phase A AM B. A White: 1 No. 12 DIG white with grew or black striae; and 9 pl 11 COMctor •- 1 Np. 12 WIG, M. 12's consisting of Phase A, B aai C l !) 20 Ooneuctor — 1 M. 12 WIG, white; 1 No. 12 AUG, white with green or black strip; And 18 W. la's taNistlhG of Phase A, A', 8, B., C and Spars. _ MIRING WILL E ARRANGED SO THAT COSINATIONS OF "E ABODE CABLE ASSEMBLIES 94ALL E USED. WITH IIE "CEPTION OF Ty— *" IMUTION, THE MINIMUM INSLATION TMII.XESS FOR MY ELECTRICAL COOULTOR SMALL E 5/64 INCH AND THE MINIMUM ACCEPTABLE INSULATION THICKNESS BALL REFER SOLELY TO SUppleatntal Specifications (Rev 02/09/97) Page 54 L� , n T R !T 1 9-29.3 CONTINUED )liil TN' TNIDOES5 OF THAT IN% AT/ON IMMEDIATELY AMW ANY CONDUCTOR *C EXCLUDING ANY SEAM OR JF*TT THICKNESS. INDUCTION LOW DETECTORS SHALL BE INSTALLFD IN A SAW-LT IN THE PAVD.AT BY THE CONTAXTOR OEBE INDICATED ON THE ALAS OR AS OI ECTED BY ,HE ENGINEER' THE WIRE TO BE USED IN THE INDUCTION LOW SHALL BE NO. 12 A.M.G., TYPE USE, AN OR INr INSUATICN. SEE DETAIL SHEETS. ' 9-29 A MESSENGER CABLE. FITTING - DELETE .-.,..•.:. .. ,,. 9-79.5 POLE LINE HARDWARE - DELE-E 9-29 6 LIO'T STANDARDS (RERACE1ENT SF.CTIONN iLIGHT STANDARDS SHALL BE SPUN ALi14NM :N ACOIRDYIC£DETAILS 9400 IN THE PUNS, t- SPEGIFIED IN THE TECHNICAL PROVISIONS AND AS ORLIMEJ MERLIN. 9-29 6(3) TIMBER LIGHT STMOMDS. TIMBEII STRAIN POLES, TIMBER SERVICE yPPORTS - CELETE 9-29.7 LUMINAIRE FUSING AND ELECMI_AL CONECTIOMS AT LIGHT STAND:VO BASES (REPLt SENT SECTION - ELECTRP;AL DISCONNECTS SHALL BE INSTALLED AT ALL LIGHT STANDARD RASES. FUSE MOLOFRS SMALL BE WATERPROOF. KUIIX DISCONNECT PROTECTION. S.E.C. OR APPROVED EQUAL. F'.SM pUIIX OISCOH-XT KITS SHALL PROVIDE WATERPROOF IN LINE FUSE PROTECTION. ALL IIPAE[TIOS $NNR. BE MOLE WITH COfRES$ION j FITTINGS. UPON DISCONECT, THE FISE SMALL REMAIN IN THE LOAD $ICE OF THE KIT. 1 THE FUSE SHALL BE LOCATED INSIDE THE HAND HOLE AT THE BASE OF THE POLE. FUSES FOMIS/ED FOR AL LIOHTD[ :WHITS SHALL BE CAPABLE OF HANDLING THE OPERATING VOLTAGES OF THE CIRCUIT INRAVED AND SMALL HAVE THE FOLLOWING CHARACTERISTICS: 1. FUSES SHALL BE CAPABLE BE INDEFINITELY SUPPORTIN: lla% OF THE RATED LOAD. 2. FUSES 9N0. BE CAPABLE OF SUPPORTING 1351 OF THE RATED LOAD FOR AWWOAIMATEIY ONE DOA. 3. A LOAD OF .JCR OF RATED LORD WILL EFFECTIVELY UA% INSTANTANEOUS "ING OF THE FUSE. A. FUSES SWLL BE RATED AS LISTED BELOW AND SMALL BE SIZED TO FIT THE FUSE CONTAINERS FUPNISED ON THIS PR0.3ECT, ACLOROING TO THE MANISACTUER'S PECONE.TDATIONS THEREFOR: _ LLMIWAIRE SIZE SERVICE VOLTAGE 2AUV I'm W15A 400 WLOA 250 W10A 200 VIDA 175 W10A 150 VIDA 100 W10A S. FUSES SHALL BE O. LISTED - 9_29 8 MAST ARMS. CROSS ARMS AND TIE ROD - DELETE t 9-29.9 BALLAST. TRANSFORMERS (REPLACEMENT SECTION) BALLAST FOR HIGH PPE5SUAE SODIUM VAPOR LAMS SMALL OF O:SIGFD TO PROPERLY OPERATE 100 WATT S54, 150 WATT 555, 200 WATT S66, 250 WATT S50, ADD WATT SSE. DAL+iTS FOR M.P. SODIUM VAPOR LAPS SMALL BE AN INTERNAL 240-VOLT REGULATOR-TYPE (HIGH POWER FACTOR). THE BALLAST SMAL BE PRE-WIRED TO THE LIRA SOCKET AD TERMINAL BOARD. THE BALLAST 9W.L HAVE AN ALLOWABLE VOLTAGE VARIATION OF LESS THAN 1D%' NO CAPACITOR, TRANY-ER, 09 OTHER DEVICE SNLL SupDI~tal SCxlFleatlme (R" 02/C9/87) Page 55 I _J W 9-29.9 COlrlNA.m� EMPLOY THE CLASS OF COPOJNDS IDENTIFIED AS POLYCKORIIMTED SIPHEMVLS (P.C.B.) AS OIKECTRIC, COOLANTS, AR FOR ANY OTHER PA/PoSE. EACH BALLAST SHALL HAVE A NAVE PLATE ATTACHED PERWORLY TO THE CASE LISTING ALL ELECTRICAL DATA. 7-29.10 414W1fES (RULACETENT SECTION) ALL LOONAIAES STALL BE OF THE DISTRIBUTION TYPE AND WATTAGE INDICATED IN THE PLINKS. LAMIWAIRES 94ALL HAVE A CAST-ILOIIMM NOOSING PROVIDING FOR A SLIP-FITTLA TYPE HOMING Nat CAGAALt OF ADAPTING TO A 2-IM4 DIAHET-CR PIPE TO" LUONRIRES SMALL K OF THE COBRA HEAD STYLE WITH NI OVATE REFRACTOR (DROPPED LENS) FOR ARTERIALS .. ' AND A CCAR MT LENS F,)R RFSiOENfIAL ROADWAY APPLrCATIONS. THE LOOWAIN. SHALL ToICLADE THE FUWLR DOOR FEAnn. THE LUINADI SHALL NAVE A GL90E SEnfEEN REFRACTOR AND TEFLECTOR. A CA9E7 OR FILTER MATERIAL SHALL BE PLM BFTYEDI THE LOP 9RTET FND THE REFLECTOR. THE ~ACTLM'S WYf OR SYMBOL 9RlL BE CLEARLY HARKED ON EACH LUOFADE. EACH LUINRIRE 94ALL HAVE A WEATHERJESISTNNT, ANSI-WPRDVM 0MAL ATTA04M TO BALLAST HOUSING SO AS TO BE READILY VISIBLE FRDM THE GROUND. THE DECAL 9ALL VIE APPROXIMATELY THEE INCHES SUM AND THE LEGEND 94kLL BE A 0C.dIKIN OF TWO INCHES IN HEIGHT. THE DECK 99ALL BE GOLD IN DmOR WIN LAP WATTAGES INDICATED BY THE FOLLOWING NUMERICAL LEGEND: 7 FOR 70 WATTS 25 FOR 250 WATTS A 10 FOR 100 WATTS 71 FOR 510 WATT$ 15 FOR 150 WATTS 40 FOR 400 WATTS 17 FOR 175 WATTS 70 FOR 700 WATTS 20 FOR 200 WATTS Xl FOP I,DOO WATT ALL LI-WHINES 9AL_ HAVE THEIR COMPONENTS SECAED TO THE LIMINAIRE FRAME WITH STAINI FS STEEL MUNTIN: HARDWARE (NUTS, BOLTS, WAS,:,,S, HINGES. ETC.). THE HCISING, COPLETE WIN INTEGRAL BALLAST, BALL BE WEATHER-TICK. 9 29.11 CONTROL EQUIPMENT (REPLACEMENT SECTION) DALESS SPECIFIED OTHERWISE, ILLKNATION CIRCUITS SHA'L BE CONTROLLED BY A COMBINATION OF POTOELECTRIC CONTROLS NO LIGHTING CONTACTORS AS NOTED IN THE CONTRACT. 9-29.11(1) TIME CLOD( NNTROLS - DELETE: 9-29.11(2) PHHDTOLECT.0 CONTROLS (PE➢IACEENT SECTION) PHOTOELECTRIC CONTROLS SMALL BE "LLG-:N DEVICES, RATED TO OPERATE ON 120 VOLTS, 60 N2, THE PHOTO. CELL SHALL BE A SOLID STATE DEVICE WITH STABLE TURN-ON VALUES IN THE TEHPERAfLK RANGE - 55 DEGREES C TO .70 DEOEES C. THE PHOTO-CELL %ALL BE MOLARED UTERNKLY ON TOP O 1HE LLMIN HIRE. IN A CONTACTOR-(9NTROLLEO SYSTEM, TE PHDTO-CELL TO CONTROL THE SYSTEM SHALL BE MO NTED ON THE LLMINAIRE NEAREST TO THE SERVICE/CONTACTI#t CABINET. THE PHOTO-[ELL SHALL BE CAPABLE O 3WIT04ING 1,000 WATTS OF IHCADESCENT LOAD -OW AS MIN. SLp J1 s tat SpeciTlcaticns A (Rev 02/09/87) Page 56 T g. # 9.29.12(1) ILLUNIRATION CIRCUIT SPLI^.ES (REPLACDEMT SECTION) ALL SPLICES NO TAPS SHALL E ARM USING SOLCERLESS CRIMP CONNECTORS ON UNDERGROUND CIRCUITS TO SECVELY JOIN THE WIRES NOT4 MECHANICALLY AND ELECTRICALLY. ALL SPLICES SWILL DPLOY EPOCY RESIN FILLED 14 CLEAR PLAS•TC HODS TO FL-TM A WATER TIGHT SEAL. ALL MATERIAL USED IN THE SPLICE WIT SHALL E COPATIOLL YITN THE WIFE AND ITS INSULATION AS USD IRA THE LIGHTING SYSTEM. 9-29.13 TRAFFIC SIGNAL CONTROLLERS (EPLACE ENT SECTION) THE UNIT SHALL OPERATE ON 120 VOLT, 60 CYCLE, SINGLE PHASE ALTERPTING CLRINT AO 9OiL USE THE I POWER LINE FREQUENCY AS A TIME RASE. TIE TRAF:IC SIGAL CUNTRDLLr', SHALL MET THE REQUIREMENTS OF THE NATIONAL ELECTRICAL MANUFACTURERS ASSOCIATION (Nc A) STNL i0 PI$ICATIONS. COMPOENTS SUCH AS RESISTORS, CAPACITORS, DIODES AND TRANSISTORS BALL E INDIVIDUALLY REPLACEABLE j UTILIZING .APPROVED STANDARD SODERING TECHNIQUES. INTEGRATED CIRCUITS 94LL E NGLNTEL IN SOCKETS i AND 9ALL BE EASILY RUMDEAlE WITHOUT SOLDERING. ALL COMPONENTS STALL E STANDARD •OFF THE SMELF1 ITEMS. THE TRAFFIC SIGNAL CONTROLLER SHALL E CAPABLE OF INTERFACING WITH THE MULTISONIC REAL TIME, WASTER COMU(ER. THE CONTROLLER SMALL E CAPABLE OF SYTH ON-LINE OPERATION (CONTROL BY TIE NLTISONIC F WASTER CONFUTER) AND STANDBY OPERATION. THE DINTROLLER SWILL ESTAIL194 THE SEQUENCE E SIOWL RASES, INCLUDING OVERLAPS, IA COfOeMNCE WITH THE SIGNL PHASING DIAGRAM ON E PLANS. WHEN OPERATING THROUGH THE ON LINE HASTEN COMPUTER 'MELTISNUC WASTER) THE CO IRMAEK _TALI E CAPABLE OF OPERATING EITHER IN A FLED TIME HQOE OR IN A FULLY-ACTUATED MOOS WITH ARV UE DENSITY OR EACH RAISE AS REQUIRED. ALL CLE'.R"CE TIMING AM PEDESTRIAN TIMING BALL SE ACCMHLIm AT THE LOCAL .A INTERSFr• 9-6. _ LASHING OERATTONLS (REPLACEMENT 3ECT1O) RASA UNIT SHALL E A TWO CIRCUIT TYPE, CAPABLE OF SWITCHING LOADS UP TO 1000 WATTS PER CIRCUIT - ALTERNATELY AT A RATE OF 60 FLAWS PER MINUTE PER CIAC.^T, PLUS OR MINE TWO RASES PER MINUTE. 9.29.13(3) EMERGENCY PE-OPTION (REPLACDENT SECTION EMERGENCY VEHICLE PRE-EMPTION BALL E FUNISED EITHER AS SEPARATE UNITS OR AS MODULES THAT PLUG DIRECTLY INTO A RACK WIRED TD ACCEPT 3+A DISCRIMINATOR TYPE UNITS. THE PRE-EMPTION SYSTEM OPERATION SMALL E COMPATIBLE WITH THE 3N COWAN •OPTIC(N' SYSTEM WHICH THE CITY OF RENTON IS CURRENTLY USING AMC BALL BE CAPABLE S EING ACTIVATED BY THE SAE TRANSMITTERS. WHEN A PE-OPTION DETECTOR DETECTS AN ENEHONCY VEHICLE, T PHASE SELCCTOHR SITYILL 40LO THE CONTROLLER IN THE REQUIRED PRATE OR ADVANCE DIRECTLY TO TNT; PIMLSE AFTER OBSERVING ALL VEHICLE CLEARANCES, THE PHASE SELECTOR SHALL HOLD THE CONTROLLER IN .4 PHASE SELECTED UNTIL THE DETECTOR NO LONGER DETECTS THE EMERGENCY VDHTCLE. WHEN THE RASE SELECTOR IS RESPONDING TO ONE DETECTOR, 17 9ALL NOT RESPOND TO ANY OTHER OM- UNTIL CALLS PROM THE FIRST DETECTOR ARE SATISFIED. INDICATOR LI'MS BALL INDICATE POWER ON. SIGNAL OEM FtOEM, CWVSEL CALLED. SWITCHES SMALL CONTFIL SYSTEM POWER AND SIMLATE DETECTOR CALLS FOR EACH PHASE. 9-29.13(A) WIRING DIAGRAMS (EPLACBNETNT SECTION) s THE CONTROLLER CABINET 9ALL HAVE A WATE*RUF flN'I.OE Y.TH A SIDE ACCESS ATTACHED TO THE INSIDE s OF THE CABINET MOOR. AT THE TIME OF DELIVERY THE EnVE'UPE 94ALL HAVE FDA COP TE SETS OF S01XgTICS AND WMALS FOR ALL ASSEKLIES AO SiB.ASSEMLIES. SLpplH tal Speciflcatims (Rev 02/D9187) Pap 57 i F 9-29.13(6) RADIO INTERFERENCE SUPPRESSORS (REPLACEMENT SECTION) - A CdaELL-"ILER RADIO INTERFERENCE FILTER rF 1O601-1 30 AMPS OR EQUIVALENT SMALL BE J-iED TO FILTER THE A.C. POWER. ADDITIOALLY, ALL POWER SUPPLIES $WILL WAVE NOISE IMMUNITY FROM OTHER DEVICES WITHIN THE CABINET. 9-29.13(7) TRAFFIC-ACPMTED CONTROLLERS (REPLACEMENT zCT101( ALL TIMING FUNCTIONS AD INPUT AO OUTPUT FEATURES RTR rU-LY-ACTUATED, VOL(9E-OE16iry OPERATION BALL BE PROVIDED IN ACCORDANCE WITH NEMA STANDARDS. THE CONTROLLER SMALL PROVIDE FOR SETTING EACH TIMING TNTERVAL BY MEANS OF POSITIVELY CALIBRATED SETTINGS. THE TIMING FUCTIOlS SMALL BE ON Toe FRONT OF THE CONTROLLER MIT OR SHALL HAVE KEYBOARD ENTRY AND LIQUID CRYSTAL DISPLAY. FOR THE STA M OPERATION, THE TRAFFIC SIGNAL CONTROLLER SMW.L INCLUDE ALL CIRCUITRY REQUIRED TO PROVIDE ALL TIMING AND ALL FUNC7166 FOR SIOML OPERATION IN A FULLY-ACTUATED NODE. STADBY OPERATION 94ALL AUTOATICALLY QYlF UPON OPENING OF IN':LYCONECT LINES, FAILURE OF CENTRAL MASTER COPUTER, OR WHEN SPECIFIED BY THE MASTER. THE STA M OPERATION SHALL FOLLOW AND BE COINCIDENTAL IN PHASE TO THAT RASE BEING DISPLAYED AT THE START OF STANDBY OPERATION. TRANSFER FROM COMPUTER gpERVISION SHALL NOT CALL UP A STARTING YELLOW. 9-29.1R'7)A ENVIF04ENTAL, PEAFOMWCE MD LEST 3TANpADS FOR 9LI0.5TATE TRA7'1[ IRK (REPLACEMENT SECTION) THE TRAFFIC SISAL CONTROLLER ASSEMBLIES, !.CLUDING THE TRAFFIC SIGNAL CONTROL AUXILIARY CONTROL EQUIPMENT AID CABINET SMALL E 940P TESTED TO THE SATISFACTION OF THE ENGINEER. TESTING AND CHECK-OT OF ALL TIMING CIRSIITS, PHASING AD SISAL OPERATION 94ALL E AT THE CITY OF RENTON SISAL SHOP, F09M, WASNINSTON. THE SISAL SDP WILL MA(4 SPACE AVAILABLE TO THE CONTRACTOR FOR - x TOE REQUIRED TEST REHONSTAATIO6. THE CONTRACOR 94ALL ASSEMBLE THE CABINET AND RELATED SHOAL CONTROL EQUIPMENT READY FOR TESTING. A COEI.ETE OD406TRATION BY THE CONTRACTOR OF ALL INTEGRATED COMPONENTS SATISFACTORILY FL►CTIONINI SMALL START THE TEST PERIOD. ANY MALFUNCTION SMALL STOP THE TEST PERIOD UNTIL ALL ARTS ARE SATISFACTORILY OPERATING. THE TEST SMALL E WENDED UNTIL A MININN OF 72 HORS CONTINAO6 SATISFACTORY PERFORMANCE OF THE ENTIRE INTEGRATED SYSTEM WAS MEN DEMONSTRATED. THE DEMONSTRATION BY THE CONTRACTOR TO THE ENGINEER OF ALL COPOOTS F 4M,✓4ING PROPERLY 94ALL MDT RELIEVE THE CONTRACTOR OF ANY RESPp62BILITY RELATIVE TO THE PROPER rUCTIONING OF ALL AFOIESTATED CONTROL GEAR WHEN FIELD INSTALLED. ,. 9=29_13(7)B AI%1LIMY ETIUIRENT FDR iRATIC ACTATED CONTB1 LEg5 (RERACEMpIT gCTION) PONS SWIT04M �. THERE SWILL M A MAIN POWER SWITCH INSIDE THE CABINET THAT BALL RENDER ALL CONTROL CMPW NT - ELECTRICALLY DEAD IRO TUMEO OFF. THERE SMALL E A MW74MLER POWER SWITCH THAT SMLL RENDER THE CONTROLLER NO LORD SWITCING DEVICES ELECTRICALLY DEAD WHILE MAINTAINING FLASHING OPERATION FOR PISS OF GANGING CONTROLLERS OR LOAD SWITCIND DEVICES. STOP T1f BYPASS SWITCH THERE SHALL E A SWITCH IN THE CABINET IDENTIFIED AS THE S'OP TIME BYPASS SWITCH. IF THE INTERSECTION IS PLACED ON FLASHING OPERATION EI71ER BY THE FLASH SWITCH OR THE FAIL SAE HDNTTOt, THE CONTROLLER SMALL :MEDIATELY STOP TIME. THE STOP TIME BYPASS SWITCH SMALL REMOVE STOP TIME FROM THE CONTROLLEt APO PERMIT NORMAL CfMIMG OPEATION 041LE THE INTERSECTION REMAINS IN F,AS ING AERATION. DETECTOR TEST SWITCH EACH VEHICLE AO PEDESTRIAN PHASE 94ALL HAVE A MOMENTARY (SWING RETURN) DETECTOR TEST SWITCH. WHEN DEPRESSED, THE SWITCH 94ALL PLACE A CALL ON ITS RESPECTIVE SIGAL RASE. Applawtel Specirlatims (Rev 02/09/87) Page 38 i i 1 f 9-29.13'7)B CONTINUED THE CONVENIENCE OUTLET AND LAP SOCKET A CONVENIENCE OUTLET PROTECTED WITH A GROUND FVLT INTEWRPTER ND M INCADESCEN' LAP SOCKET SHALL BE FUMISH W IN THE WAIN CARNET. A DOOR SWITCH FOR THE LAP 91/LL BE PROVIDED. TNIS CIRCUIT SHALL BE PROTECTED BY A CIRCUIT SPEAKER RATED AT 20 AMPS. FAIL SAFE UNIT FAIL SAE URIT 9AI.l MONITOR BOTH THE FOSITIVE AD NEOITIVE PORTIONS ON THE A.C. SINE NAVE FOR ALL GREEN, AMBER NO PEDESTRIAN WALK INDICATIONS. THE DURATION OF A DISPLAY OF COFLICTING " INDICATIOS BALL NOT BE LOW, DO" TO BE VISIBLE TO MOTORISTS OR PEDESTRIAS BEFORE THE MONITOR INITIATES FLASHING OPERATION. THERE SWULL BE A VISUAL INDICATION THAT THE NGNSTOR HAS PREEMPTED NDNNAL OPERAT: N. SATE PROTECTOR (LIGHTING ARREST THE CONTROLLER BALL HAVE AN INPUT VOL TkE SURGE PROTECTOR THAT 94ALL PROTECT THE CONTROLLER INPUT FROM ANY VOLTAGE SURGES THAT COLD DAMAGE THE CONTROLLER OR ANY OF ITS C(NoENFS. FIELD WIRING TERMINAL THERE 94ALL BE A TERMINAL STRIP FOR FIELD WIRING IN THE CONTROLLER CABINET. THE TEWMk% SHAI - NOIBERED IN ACCORDANCE WITH THE SCHO/ATIC WIRING DIAGRM ON THE PLAw IF A DIFi'mff N' LNG SYSTEM IS USED FOR THE CABINET WIRING , TEN BDTIN NUMBERS SMALL LABEL EACH TERMINAL E CABINET VIRING SOFNATIC DRAWINGS 9ALL INClUGE THE FIELD WIRING NUMBERS HERE THE AL STRIP , ILLUSTRATED. A MR40N BUS BAR WIN A MINIMUM OF 15 TERMINALS AD A GRO.AC BAR WITH A MINIMM OF 6 TERMINALS 94ALL BE PROVIDED. COMPUTER INTERFACE UNIT + INTERFACE COMMNICATION DEVICES SHALL BE DESIRED AS SEPARATE UNITS OR AS MOOLES THAT PLUG DIRECTLY INTO THE CONTROLLER CASE. THE COMMUNICATION DEVICES SHALL BE USED FOR ON-LINE COMPUTER CONTROL OF THE INTERSECTION AND BALL BE CAPABLE OF TRM94iTTING ALL oETECTTN AND ! SIGNO.. Si ATUS INFORMATION AND RECEIVING AHD DECODING COMMAND INFORMATION FROM THE COMPUTER ILL IN CUFOM:ACE AD WITHIN THE CAPABILITY OF THE MLTISONIC MASTER COPUTER WIT AND THE INTERCONNECT CABLES. 9-29.13 7 D ONIR7LLER CABINETS (REPLACEMENT SECTION) EACH TRAFFIC CONTROLLER CABINET SHALL PROVIDE A WEATHERPROOF HOUSING AM HAVE THE FOLLOWING REQUIREMOTS: 1. CONSTRUCTION SHALL HE OF SHEET STEEL. 2. THE CABINET 94ALL COTAIN SHEIVIG, BRACKETS, RACKS, ETC. TO SUPPORT THE CONTROLLER AND ALL AL KILIARY EOUIPEM. y 3. THE CABINET SHALL BE OF ADEQUATE SIZE TO PROPERLY HOUSE THE CONTROLLER AD ALL NA(ILIARY EQUIPMENT AND MY REQUIRED APPURTENANCES. A. THE CABINET 94ALL HAVE A FILTERED AIR INTAV` AD A VENT FM. THE AIR INTAKE FILTER SHALL BE CAPABLE OF IMPEDING FOR71G N BODIES, SUCH AS MST, LINT, ETC. THE VENT FM SMALL BE IN THE TOP OF THE CARIMET AND TEPUSTATICALLY CONTROLLED. S. THE CABINET ODOR BALL BE PROVIDED WITH THE FOLLOWING: ' 2. THE WAIN ODOR OF THE CABINET BALL INCLUDE A TOO POSITION BAR STOP AM SMALL BE SECURED WITH A BEST TYPE LOOK. III MAIN DOOR BALL ALSO CMIAIN A PRICE DOOR WITH A CONVENTIONAL POLICE LOOK. INSIDE THE PRICE PANEL THER- 94ALL BE A SIGNAL ON-OFF SWITCH: WHICH 9roLL POHHIBIT ANY SIGNAL DISPLAY IN THE FIELD BUT WILL ALLOW THE CONTROL EQUIPMENT TO O4MTE TERN PLACED IN TIC 'OFF' POSITION. A SECOU SWITCH SHWA BE THE AUTO-FLASH SWITCH. WEN PLACED IN THE "FLASH' POSITION, CONTROLLER POWER SHALL REM114 ON AD CONTIR_ER SMALL STOP SupplWMeotA1 SPetSTlatlRns (Rev 02/09/87) Page 59 PW �J H. 9-ZQ.13(7)D CONTINUED TIME DEPEDENT ON SWITCH SETTING ON THE ANILIARY PANEL DESCRIBED LATER. W. THE CABINET SWILL HAVE A METAL ETCH PRIMER COAT LDER THE FINISH CURT. THE FINISH PAINT COAT 94ALL BE A OIIABLi ALUMNA OR MANERTOE COY, OR SIMILAR IN COLOUR, CAPABLE OF MREVORING MUST FOR A MINIMUM OF FIVE (5) YEARS. C. BOTH COOLS (NUN AND POLICE PANEL) SMLL HAVE OE-PIECE WEATEA-PROF NEOPRENE GASKETS._ 9.29,15 FLASHING BEACON COMMM - OLEIE 949 16 VEHICULAR SIGWIL HEADS (REFLAMENT SECT19NI +: VE31101N1 SIGAL HEMS 94ALL HAVE 12 INCH LENS ;IZES UNLESS SHOWN OTHERWISE ON THE SIGNAL PLANS. VEHICULAR SIOWL HEM H MINS SHALL CPNSIST OF SEPARATE SECTIONS AD BE EXPANDABLE TYPE FOR :< VERTICAL MOWING. LENS SMALL BE GLASS AND MEET I.T.E. SPECIFICATIONS FDA LIGHT OUTPUT. REFLECTORS SHALL BE ALZAC. EACH 5100L HEAD SMALL HAVE A 1/4 INN OWN MOLE IN ITS BASE. VEHICLE SIGNAL HEALS 9WLL BE CAST ALUMINUM. ILL SIGNAL HEALS BALL INCLUDE A BACK RATE 5 INCH SQUARE CUR BOMM. SIGAL HEMS, INLUfIW OUTSIDE OF VISORS AND BACK OF BAD( RATES SHALL E FIN194C WITH TWO COATS O: FACTORY-APPLIED TRAFFIC SIGNAL YELLOW BAKED EAMEL. THE INSIDE OF THE VISGFU AND FRONT OF 9AC( PLATES S.LL BE FINISED WITH TWO COATS OF FACTORY-APPLIED FLAT BLACK ENAMEL. W WTPWG HARDWARE WILL PROVIDE FOR A RIGID CONNECTION BETWEEN THE SIGAL HEM AND MAST NM. ALL MOUNTING rWIOMRE WILL BE OF THE TCP-FOUNT PLONSIZER TYPE AS 90AN N THE STAMI)m PLANS. POSITION OF THE SIGNAL HEMS SMALL BE LOCATED AS CLOSE A.POSSIBLE TO THE CENTER OF THE LAWS. SIGNAL HEADS BALL BL MOUrtED ON THE MAST AM THE THAT T RED INDICATORS LIE IN THE SAE PLANE .,..' AO SUCH THAT THE BIDTTOM OF THE HOUSING OF A S104AL HEM BALL MDT BE LSS THAN 16 FET 6 INCES NOR MORE THAN 1, FEET 6 INCHES ABOVE THE ONCE AT THE CENTER OF THE ROADWAY. ALL BOLTS SMALL BE STAINESS STEEL. 9-29.16(2)A OPTICAL UNITS (REPLACEMENT SECTION) THE HEM OPTICAL UNITS SAIL CONSIST OF LENS, PULECTORS, LAP HOLDERS, AD TRAFFIC SI04RL LAPS VISIBLE TO THE TRAFFIC LING C09TRO.LED AT DISTANCES FROM 10 FEET M 500 FEET UNDER ALL LIGHT AND TRAFFIC CODITIONS EXCEPT DENSE FOG. ALL B D N CONVENTIONAL HEMS 94RLL EMPLOY 67 OR 69 WATT TRAFFIC SIGNAL LAPS RATED FOR 130 VOLT OERATION. 395 M1MiNM INITIAL LUIC6, "5 MINIMUM INITIAL LINENS, 0000 W. RATED LIFE, 2 7/16 INCH LIGHT CENTER LENGTH, A-21 BULB, MEDIUM BASE, CLEAR IN COLOR. TWELVE INCH CONVENTIONL ISMS 9ALL BE FU NI9ED MINT 165 WATT TRAFFIC SIOML LAPS RATED FOR 130 VOLT OPERATION, 1150 MINIMUM INITIAL UAEMS, 8000 HA RATED LIFE, 3 INCH LION CENTER LENGTH, P-25 BULB, MEDIUM BASE, CLEAR IN COLOR. ALL BOBS SHALL BE INSTALLED WITH THE FILAENT OPENING PO'NTED I.P. ALL SIGNAL LENSES SHALL BE OF THE CO.OR, SIZE AND SAPS AS INDICATED ON THE CONTRACT PLANS ND SPECIFICATIONS. THE LENS DESIGN SHALL GIVE AN OITWAD AND DOWNWARD DISTRIBUTION OF LIGHT MIT A MINIMUM ABOVE THE HORIZONTAL. THE L06 STALL Bt GLASS AND SHALL FT 7% TO A NEOPRENE CASKET IN SUCH A MAY f0 REDER THE INTERIOR OF THE LENS AND REFLECTOR NEAR AND DUST-TIER. THE REFLECTOR 94ALL BE ONE PIECE, ALZEX ALUMINUM CONFOMING TO I.T.E. . I5. THE OPTICAL UNIT SHALL BE OB104ED TO PREVEVT ANY OB]ECTIONABLE REFLECTION OF THE SU. ,.YS EVEN AT TIMES OF TIC DAY WHEN THE SUN MAY SHIMS DIRECTLY INTO THE LENS. SLPp1RRTHtA1 Specifications (Rev 12/09/37) Page 60 IJ M �'4 TIASJbT ...34. 1'.F .( .t-0 1�• "'�i f$M ' � � S ',1 n a L f j �•t9.16(T`E PAINTING SIWK HEADS (REPLACE1E j SECTION' r I e' SIGNAL 4E•OS. INCLUDING OUTSIDE OF VISORS APO BACK OF BACK PLATES SHILL BE FIN194M WITH TWO COATS OF FACTORY-APPLIED TRAFFIC SIGNAL YELLOW BAKED-ENAEL, THE INSIDE OF THE VISORS AND FRONT OF BAG( RATES STALL BE FINISHED WITH TWO COATS OF FACTORY-APPLIED FLAT BLACK ENAMEL. 1 9-29.16(3) PMYC-'4NTE TRAFFIC SIGNL IEPDS - pgE7E - 9-29.16(3)A B INCH PO.YCARBONATE TRAFFIC SIGNAL TEAKS - OELETE 9-29.16(3)8 12 INCH P%YCN(BONTE TRAFFIC SIGNAL HEADS _ DELETE 9-29.17 SIGNAL HEAD MOUNTING BRApf£TS AND FITTINGS (REPLACEMOT SECTION) VEHICLE AND PEDESTRIM HEAD MDUM'ING HA'DNARi SHALL BE AS INDICATED GN ME CONTMCT RAPS MD DETAIL BEETS. ALL MOUNTING HARDWAME BALL BE PAINTED WITH TWO COATS OF FACTORY APPLIED TRAFFIC SIGAL YELLOW BNOD DNAM L.. 9-29.18 VEHICLE DETECTOR (REPLACEMENT SEFTION) DETECTORS 94ALL BE USED FOR ACTUATION OF TRAFFIC ACTUATED COTRD LEAS AID SVSTDI DETECTION OPERATION. DETECTORS BALL BE EITHER MOETOETER TYPE, INDUCTION LOOP TYPE, OR OTHER TYPES AS j SPECIFIED IN THE CONTRACT. _29.18 1 INIUCTION :.KIP DETECTORS (SIRPLENENTAL SECTION) VECTOR AMPLIFIERS SHALL BE 9wASOTA MODEL 2158 OR DETECTOR SYSTEMS MODEL 810A GN EQUAL. ._.. 9-1 9.20 PFIUESTRIAN SIf7NAl (HEPLACEIEM SECTION) PEDESTRIAN SIGNAL HEADS BALL BE THE NEON MID TYPE, OR OTHER TYPES AS SPECIfI:. .4 THE CONTRACT. THE HEADS SMALL DISLAY TWO SYMBOL MESSAGES. 4W7 (FOR THE DO NDT WALK MODE) IN PGNTLAND ORANGE AND 'MAN' (FOR THE WALK MOM) IN LUNAR MATE. THE MESSAGE MEVkLE SHALL CONSIST T TWO NEON CAS TUBES ENCLOSED IN A MOUSING MADE OF POLYCARBONNTE PLASTIC. THE LENS MATERIAL SHALL BE POLYCMBOATE PLASTIC. HOUSINGS BALL BE DIE CAST ALUMINUM AND SMALL BE PAINTED 017H TWO COATS OF FACTORY APPLIED TRAFFIC SIGNAL YELLOW BAKED ENAMEL. THE VISORS SHALL BE MT BLACK IN COLOR. 9-29.20(2) NEON GRID TYPE (REPLACEMENT SECT•ON) ALL NEON GRID HERDS SMALL BE EQUIPPED WITH 1-0ATE TYPE VISORS MADE GN POLYCMBOATE PLASTIC OESIOHD To ELIMINATE SUNPHWTGN. THE MESSAGE ADDL WPROVIDEDE LL BE PROVIDED WITH ELECTRICAL CONTACTSWHICH FLUG DIRECTLY INTO RECESED CONTACTS IN THE TRANSFORMER DGLDSRE MEN THE MMOOLLE IS IN ITS PRRO+ER POSITION. THE NWq 9 L\ TO OPERATE THE MESSAGE MODULE SHALL BE 113 VAC WITH THE 4WD• SYMBOL OPERATION ON A 45 WATT MAX. AND THE -AN` SYMBOL OPERATING RN A 33 WATT MAX. 9-29.21 FZASHING BEACON - OgETA 9-29.24 SERVICE GBINETS (IEPLAC£MOT SECTION) THE SIGNAL/STREET L'W:NG SERVICE CABINET BALL BE AS INDICATED ON THE CONTRACT RUMS AND DETAIL WEFTS. ALL ELECTRICAL CODICTORS, BUSS BARS AND CU DKCTOR TERMINALS SHILL BE COP-LR GN BASS. V THE C,BIMET SMALL 01C FABRICAI':D FROM GALVANIZED COLD ROLLED 94M STEEL, WITH 12 7WAE USED FOR EXTERIOR SURFACES AND LA GWGE FOR INTERIOR PANELS. DOOR HINGES 94A,L BE THE CONTTNOM CONCEALED ' PIANO TYPE AND NO "MWS, RIVETS OR BOLTS BALL BE VISIBLE OlU'SIDE THE EMCLOSLW. THE CABINET DOOR SMALL BE FITTED FOR A HEST INTERNAL TYPE LOCK. THE „ABINET S}'ALL HAVE VENTILATION LRUVERS ON THE . LOWER AND UPPER SIDES COMPLETE WITH SCREENS, FILTERS AND HAVE RAIN 'IGNT GASKE,S. THE CABINET DOOR BALL HAVE A ONE P'crE WEATHER PROOF NEOPRENE GASKET. SpploomtA1 SmIflcAtio•u 1 02/09/87) PAW 61 r I-I V .y 9-29 2A(1) PAINTING (NEPLACOENT SECTIOR) THE FINISH CCIJ SWILL BE A FACTORY BRED ON D W LIGHT GREY IN COLOR. 1 E GALVNUIED SURFACE SHALL BE ETDf.D BEFORE THE BRED ON ENAMEL IS APPLIED. THE INTERIOR SMALL BE GIVEN A FINISH COAT OF EXTERIOR OMGE IF MITE METAL ENAMEL. 9-29.24(2) ELECTRICAL CIRCUIT BEAKERS AID CONTACTORS (REPLACEMENT SECTION) T11 L ECTRICAL CDW.UIT BEAKERS AND CONTACTORS 94ALL a" AS INDICATED ON THE CONTRACT PLANS NO DETAIL SHEETS. THE FOLLOWING EQUIPMENT SMALL BE FEA1IMtD WITHIN THE CABINET: 9-29.24(2) CONTT Nf2 1. MAIN CIRCUIT BREAKER 2. BRANCH CIRCUIT BREAKERS UTILITY PLUG (120 VOLT-20 AP RATED) G.F.1. TYPE -. LIGHT CONTROL TEST SWITCH (120 VOLT-13 AMP) 5. CONTACTOR RELAY FOR EACH CIRCUIT 6. DORE POLE BRANCH BREAKS (S) FOR LIORING CIRCUITS (240 ART) 7. ONE 120 VOLT, 20 AMP SINGLE POLE BRANCH BEAMR (FOR UTILITY PLUJ) a. TYPE }SINGLE PRISE 120/240 VOLT OROfDFD NEUTRAL SERVI(F 9. ONE 120 VOLT a:. AMP SINGLE POLE BRANCH W'4LER (SIGNAL SERVICE) 10. COMPLETE PRDVISIONS FOR 16 BREAKER POLES 11. NAE PLATES PHENOLIC RAC(WITH MITE ENORAVIHC.EXCEPT THE MAIN BREAKER WHICH SHALL BE RED WITH WHITE LETTERING. ALL NAME PLATES 94ALL BE ATTA 4ED BY S.S. SOREWS. 12. METIER BASE SECTIONS ARE LNECESSARY 9-29 25 AWLIFIER TRA SFORMER AND TERMINAL CABINETS (REPLACgim SECT1211 THE POLE MOUNTED TERklNAL BOX SWILL BE MADE OR MOLDED FIBERGLASS, BE MY IN CO DR, BE ' APPROXIMATELY 16• NIGH K 13-7/8• WIDE X 5-7/6' DEEP AND HAVE A MINIMUM OF 16 TERMINALS IN THE TERMINAL ROCS. THE BOX 94ALL BE WEATHER TIGHT, HAVE A SINGLE ODOR WITH CONTINUOUS MINE ON ONE SIOE AND SCREW HOLD IXXR6 ON THE ODOR L0I(ING SIDE. ALL HARDWARE WILL R STAIN RC STEEL. 9-30.1A DUCTILE IRON PIPE (PARTIAL REPLACEMENT SECTION) PARAGRAPH 1: REPLACE -CLASS 53 MHO CLASS 50" WITH `MASS 52" 9-30 2A FITTINGS - DUCTILE IRON PIPE (ADDITIONAL SECTION CAST IRON ND DUCTILE IRON FITTINGS 94RLL BE CEMENT LINED, PRESSURE RATED iS NOTED ON PLANS, NO IN - - - ACCORDANCE WITH C11C/A21.10-82. CEENT LINING 94LL BE IN AL^OI)NCE WITH ANON/ABA A10A/A21.4-85. ALL FITTINGS SHALL BE MANUFACTURED IN THE UNITED STATES OF AERICA. TYPE OF ENDS 94ALL BE SPECIFIFU AS PL 1-0 JDINT (TYTOI), MED MICJL JIONT(MD), PLAIN EMD(PE), FLNICED(R), OR SCNEW(S). CASIST MATERIAL FOR FLANGES SAL BE NEOPRENE, MLI, CHLORINATED BUTYL, OR CLOTHE INSERTED RIBBER. RR61ER GA9(FT JOINTS SHALL BE IN ACCORDANCE WITH VLSI/AMA Clll/C21.11-80. FLANGES (TREADED) S1%.L BE IN NCCOMNCE WITH ANSI/AWN C115/A21.15.63. IF FITTINGS ARE 3 IH25t 12 INCES IN DIAMETER AND HAVE MECWWICAL, FUS44N, OR PLAINE]D JOINTS, THE FITTINGS 9VLL BE IN ACCORDANCE 4I1H EITHER ANSI/AWWA C110/A21.ID-82 OF N61/00AA C153/01.53-64. 3 INCH TO 12 INCH DIAMETER FITTINGS WHICH MMVE BOTH PEH-ON (TYTON), OR RAIN-Etas, OR WCANICAL JOINTS ND FUNDED JOINTS SHALL B IN ACCOTDANCE WITH NISI/AWWA C11O/A21.10.62 OR A COMBINATION OF A6I/AWWA ClID/A21.10.62 NO ANSI/AWWA C153./A21.53464 SUCH THAT THE PORTION OF THE FITTING WITH A PUSH-ON (TYTON), PLAIN4DO. OR MECHANICAL JOINT(S), MAY BE IN ACMP0410E WITH VLSI/AWWA C153/A21.S3- 64 AND THAT PORTION R THE FITTING WITH FLANGED JDINT(S) BALL BE IN ACCORDANCE WITH ANSI/ANWA ClIO/A21.1O42. SRgplmeentAl SpeclflcAtlm (RAY 02/D9/67) Pwe 62 J a t r. wP u 9-30.26 CONTINUED t ACCEPTANCE TESTING IN ACCORDANCE WITH SECTION 53-5.3 OF M5I/00 C153/u1a3-6E OR WITH SECTION 10- A.3 OF ANSI/MNA CIIO/A21.10-82 SMALL E OBTAINED BY THE CONTRACTOR AMC TRM@TITIO TO THE ENGINEER TOGETHER WITH A CERTIFICATION, ON A FORM SUPPLIED BY THE CITY, THAT ILL FITTINGS NEXT THESE `^ECIFICATIb6 PRIOR TO INSTALLING MY PIPE OR FITTINGS UNDER THIS CONTRACT• 9-30 3A GTE VALVES ( RTIAL REPL EMENT SECTION) REPLACE PARAGRAPH 1 WITH: ( I VALVES SMALL BE DESIGNED FOR A MINIMUM WATER OPERATING PRESSURE OF 200 PSI. GTE VALVES SHALL BE CLOW LIST 14, MUELLER COMPANY N). A23B0, W'"EDY, OR MM' APPROVAL OF VALVES OTHER THAN NOELS SPECIFIED 94PLLL BE OBTAINED PRIOR TO BID GRF'LNC. ALL GTE VALV-S LESS THAN 12• IN DIAMETER 9MLL INCLUDE AN B• X 24• CAST IRON GTE VALVE BOX MD EXTENSION„ AS REQUIRED. ALL 12. DIAMETER MD LARGER GTE VALVES SMALL BE UCTALLED IN A VAULT. SEE WATER STANDARD DETAIL FOR 12• GTE VALVE ASSD8Y VAULT AND I- BYPASS INSTALLATION. 9-30.3E VALVE HYMEA POSTS (PARTIAL REPLACEMENT SECTION) REPLACE PARAGRAPH 1 WITH: a 'VALVE MARER POSTS SMALL BE INSTALLED AT THE DISCRETION OF THE CITY IN MUSE UNPAVED AREAS WHEIRE THE TOP OF THE %ALVE BOX COULD BE COVERED BY WEEDS, 9NU BS, BMN GR STANOTHEDARD DRAWINGS- LIRE VALVE HNMERS 94ALL BE FABRICATED NO INSTALLED IN COWOW/NCE WITH THE STMDAND DRAWINGS- VALVE 9-30 3 MYOANMS (REPLACEMENT SECTION) i FIRE HYDRANTS SHALL BEIOWA, OR APPROVED EQUAL. HHpPAOVAL MUST BEOCTAINED PRIOR TO BID OPENING. 9-30.5A E5D CONECTIONS (REPLACEMENT SECTION) HYDRANTS SHVLLL E CONSTRUCTED WITH NEOVMICAL ,)DINT CONECTION ULESS OTHERWISE SPECIFIED IN BID PROP05AL OESCRIPT:ON. 9-30.56 M'ORRNT DIMENSIONS (PARTIAL REPLACEMENT 9:CTION) REPLACE PARAGRAPH I WITH: FIRE HYDRANTS SMALL E COREY TYPE (OPEN,MG WITH THE PRESSURE) CONFOMING TO ANNA C-504-80 WIN A 6 INCH INLET MD A N.V.O. OF 5 INCHES, TWO 2 1/2 UCH HOSE NOZZLES WITH NATIGYLL STANDARD ] 1/2 THREADS PER INCH AND ONE A INCH PL04PER NOZZLE WITH THE NEW SFATTLE PATTERN 6 THEWS PER INCH, 60 DEGREES V. THEWS, O.O. T,HWAD A.875 AND ROOT DIAMETER 4.626), 1-1/6• PENTAGON OPERATING WT W0ED BY 'LIMING CGMTER CLOIXWISE (LEFT). 9Dpla tml Speclflcetlm (Rer 02/09/07) Page 63 V 9 I t i SPECIAL PROVISIONS a ; I 1 �Y,g k yM. b MW 2. xh' maim WbA�r CITY OF RENTON North 1St Street Burnett Avenue North to Park Avenue North Street Improvement SPECIAL ROVISIONS i 1-04 SCOPE OF WORK The contractor shall be required to furnish the following p:lor to commencement of work: 1. Detailed outline for progression of work. 2. Cash flow requirements based on the detailed outline of work. 3. Traffic control plan. The work Involved in this project is to reconstruct. Neith 11t Street from Burnett Avenue North to Park Avenue Nor:h complete with curb and gutter, Sidewalks, pavement section, storm drain, replacement of sanitary Swer line, street lighting, ono landscaping. 1-07.4(1) FIELD OFFICE (NEW SECTION) The contractor .fall provide a clean water tight field office with heat, electric lighting, electricity, telephone, a 31x5' drafting table, drafting stool, all weather automobile access and parklrg Ir a central location on the Job site for the use of the engineer and his representatives. The field office shall be large enough so that up to live people can gather around the drafting table to discuss project matters. The contractor will provide access to the field offlcc during normal working hours and other times to be specified by the engineer. The contractor will not use the field office for the storage of any mated Is, equipment, tools, or supplies. 1-07.17 UNDERGRUM UTILITY LOCATION Location aid elevations of existing utilities as shown on the contract drawings are approximate only. It shall be the contractor's responsibility to verify the exact location and depth of all utilities prior to s construction. ' As part of this contract the aon.ractor Shall be required to expose all utilities that appear to conflict with the prop' d storm drain prior to « construction of the storm drain. Al City owned utilities conm'letin0 with y ♦ (t i y' y 1-07.17 (Continued) the proposed storm drain will be adjusted to grade by tP.y forces of by the contractor vie a Che ge Order. All costs as' ociated vith exposing the existing utilities stall b- conslder.:d incirental to the project and no further compensation snail he arcs. Z The contractor is cautioned that may occur due to utility relocations py}�,, or adjustments and should be cons. ad as part of the contract schedule. No additional compensation shell be m.ue due to delays caused by utility adjustments. 1-07.23 TRAFFIC CONTROL Prior to commencement of work the contractor shall submit a traffic control plan to the L, _Itment of Public Works for approval. 7-04.2 MATERIALS (SUPPLEMENTAL SECTION) Where steel or aluminum pipe is used, they shall be 8 minimum of 16 gage. Steel pipe shall be treatment 1 as specified In Section 9-05.4(3). 7-04.3(1)B PIPE BEDDING (SUPPLEMENTAL ECTION) Pipe bedding for concrete pipe, aluminum and steel pipe, shall consist of pea gravel. It shall be placed 4" under and filled up to the spring line. 7-17.3(2)G SEWER LINE CONNECTIONS Where shown on the plans, the contractor shall be riqulred to core-drill the existing concrete Metro sewer trunk and install a positive seal gasket conforming to Metro specifications. Refer to data sheets these specifications for type. .f seals regLlred. or approved elual. The contractor shall submit s sample of the seal to be used to the Public Works Department for approval prior to lnsta'lation. The unit bid price for "Connection to Existing Metro Trunkl!ne" shale �. complete compensation for all labor equiLment, materiels, fittings; ncluding cote-drilling, connection to Metro trunkllne, backfilling and c, pa tion all In accordance with Metro requirements and these Speciflcstions. N•, further compensation shall be made. r NOTICE: Thq `ontractor shall be required to notify Mr. Jim Hawthorn of Metro (phone: 684-1303) at least two working days prior to construction In s the vicinity of Metro's 42-inch diameter Eastside Interceptor, Section 1. r ,t L.� 7.17.7(2)H SIDE SEWER CONNECTIONS (SUPPLENE:.-- :,E:'ION) Tees shall be Installed where required to intercept existing sewer stubs. The contractor shall be required to remove the existing sewer stub to the right-of-way line and install a new 6" stub and clemnout as shown on the Plan. The unit bid price per each Tee shall be complete compensation for all labor, material, fittings and equipment necessary for complete installation. the unit bid price per L.E. for 6- sewer pipe shall be complete compensation for all labor, materials, fittings and equipment necessary for complete installation; including excavation, bedoing, backfill, placing pipe, Including connection •n existing side sewer, Installation of clesnb•ut, and femoval of concrete curbs and gutter and sidewalk. No turneling under the curbs, gutters, sidewalk or driveways will be allowed. The cleanout shall be bruoght to the surface between the back of sidewalk and the property line. The contractor shall replace the removed sidewalk, driveway and curb and gutter sections with Cold Nix. Cold Nix shell be considered Incidental to the pipe and no further compensation shall be made. PRO--i N. l st S Improvements Burnett N to Park I Specs 3+ �s M-400A LUMINAIRE SPECIFICATIONS This specifications covers the requirements for a street lighting luminaire with integral ballast, for use with a horizontal burning High rssure Sodium. DETAILED REQUIREMENTS I. HOUSING a. The housing shall be a precision aluminum die-cast. This housing shall enclose the slipfitter, reflector, lamp socket terminal board and ballast components. b. Provision shall be made on the top housing to permit leveling of the unit. - C. The housing shall be of adequate size to allow for operation of all of the components within their designed operating temperatures. d. housing shall be able to withstand 1000 hour salt spray test. Per ASTM 117. e. The housing shall have an acrylic oase electrocoat finish, the color to be ASA 70 gray. 2. SLIPFITTER a. The slipfitter shall be suitable to accept a 1_1/4• i shall contain a pipe stop. to 2" pipe and b. Clamping and leveling of the luminaire to the mounting pipe shall be .. - accomplished by the tightening of 4 bolts which shall be accessible from within the unit. C. Nountiarrangement of parts or separate parts shall be required when g the unit to either 1-1/4• or y• Pipe. 3. LAMP SOCKET a. The lamp socket shall be aThe motain gul pocelain enclosed. b. The acrewgshell the of shallshall i exceed dl the lamp Starting voltage. contact shall be non-cautilever spring loaded.rips and he center C. The socket shall be adjustable to any of two vertical and four horizontal positions. d. Socket shall conform with TDJ-147 specification of EEI standards. 4. REFLECTOR a. The reflector shall be of aluminum hydro-form construction finish with the Alglas process. b. The reflector shall be rigidly mounted within the housing to assure a firm surface for proper sealing when the unit is closed. 1' ry t 11 c. Gaskets between the reflector and glassware shall be made of Ethylene Propylene Diene Monomer Rubber. The optical assembly shall also contain an activated charcoal filter to be effective both mechanically ana chemically in removing airborne particulate and gaseous matter and f assure proper breathing of the optical assembly. This filter shall be i so located so as not to interfere with the light distribution. S. REFRACTOR a. The refractor shall be of borosilicate prismatic glass. 6. DOOR GLASS HOLDER-DOOR a. The door glass holder-door shall be secured and hinged to the upper housing at one end and latched to the upper housing at the opposite end with a spring loaded stainless steel latch piece. The latch shall j be of such size as to permit opening by a lineman when working with lineman's gloves when the luminaire is mounted either in it's normal j position or upside down. i 7. TERMINAL BOARD a. The terminal board shall be molded of Fiberglass Reinforced Polyester-protective barriers between each terminal. 19 b. The terminal screws shall be of the captive type and each screw shall be equipped with wire grips which will automatically be raised and lowered as the terminal screw is operated. Terminals shall h- capable of accepting up tc #6AWG conductors. c. All components are to be prewired to a single terminal board requiring only customer connections to clearly identified terminals. id. Terminal Board shall be a Dead Back design with no exposed electrical components. 1 8. HARDWARE i a. All hardware shall be of non-corrosive or suitably protected metal , { plated where necessary to prevent electrolytic action by contact with aluminum. 9. BALLAST a. The ballast shall be of the built-in design mounted within the luminaire in such a manner that it can be easily disconnected by simple disconnecting plugs. � b. The ballast and other auxiliary equipment shall be mounted on a separable die-case component of the luminaire to facilitate replacement. i i a i -2- L� t� J c. The High Pressure Sodium ballast shall be of the Magnetic Regulator design rated for 120/240 volts. d. Ballast core laminations sha be of high quality electrical grade steel welded together to minimize noise and assure trouble free operation over the life cf the luminaire. e. Ballast coils shall be precision wound on formed insulating bobbins and terminals shall be of a push on type connection. f. Components to provide the high starting voltage required by the High Pressure Sodium lamp shall be mounted on a plug in assembly for easy servicing. g. General - Compliance with lamp specifications The ballast shall be capable of starting and operating one (200,250,310 or 400) watt High Pressure Sodium lamp frnm a nominal (120.208,240, 277 or 480) volt 60 hz. power source within the ' its specified by the lamp manufacturer. The ballast, including sta. ' .ng aid, must protect itself against normal lamp failure modes. The ballast shall be capable of operation with the lamp in an open--or short circuit--condition for six months without significant loss of ballast life. The fixture manufacturer shall submit a statement to the effect that j the ballast to be furnished is in full •ompliance with lamp ballast specifications available to the fixture manufacturer from the lamp manufacturers at the time of bidding. i Lamp Wattage - For nominal line voltage and nominal lamp voltage, the ballast design center will not vary more than 5% from rated lamp watts. Regulation - At any lamp voltage, from nominal through life lamp wattage regulation spread at that lamp voltage shall not exceed 180 for + 10% line voltage variation. The luminaire manufacturer will supply ballast electrical data and lamp operating volt-watt traces for nominal and + 100. rated line voltage to verify ballast performance and compliance with lamp specifications, for the rated life of the lamp. Starting Requirements - The ballast must reliably start and operate the lamp in ambient temperatures down to -40 deg. F for the rated life of the lamp. - � Ballast primary current during starting must not exceed normal 1 operating current. Lamp Current Crest Factor - The lamp current crest factor shall not exceed 1.7 for + 10% line voltage variation at any lamp voltage, for nominal through—life. i -3 .51 , y ' 3 Ballast Power Factor - The power factor of the lamp-ballast system, shall not drop below 90% for 10% line voltage variations at any lamp voltage, through life. Capacitor Variance - The ballast design shall be such that the normal manufacturing tolerance for capacitors of + 6% will not cause more than a + 8% variation in regulation througTi rated lamp life for nominal-line voltage. 10. PHOTELECTRIC RECEPTACLES Luminaires with photoelectric receptacles shall be in accordance with i EEI-NEMA standards and prewired to the terminal board and quick disconnect plugs and shall be adjustable without tools. It. PHOTOMETRIC PERFORMANCE 1+1 When used with the (200,250,310,400) High Pressure Sodium Lamp, the f luminaire shall produce a Type II LIED Semi-Cutoff light distribution. The photometric performance of the luminaire shall as a minimum conform to the appropriate following table. S, v 4- #1 � �� o?� Fx A�iwN i b i-i yy l Y A � E4 f J " m . A ,n'!µhy 9 'en?'M r �.y� ;'•w �'.Na rarGs . 'f:x.r,�y,j, i f:+ • Kam;_ ! r STANDARD DRAWINGS ;r i a. I y !Y I T a s . CITY OF RENTON DEPARTMENT OF PUBLIC WORKS GENERAL NOTES JOINTS: DUMMY JOINTS SHALL BE PLACED NOT TO EXCEED 1S- C/C NOR LESS THAN 10' C/C. THEY SHALL NOT BE LESS THAN 3/16• IN THICKNESS AND SMALL BE OF THE SAME DIMENSIOKS AS THE CURB AND CUTTER EXCEAT THAT IT SHALL EXTEND ONLY 2 1/4• INTO GUTTER SECTION. 1/2" THRU JOINTS SMALL BE PLACED AT EVERY OTHER DUMMY JOINT MEASUREMENT, AT POINTS OF TANGENCY ON STREETS, ALLEYS AND DRIVEWAY RETURNS. ALL JOINTS SHALL BE CLEAN AND IN THE GU11ER SECTION THEY SMALL BE EDGED. • CEMENT CONCRETE L • IB �CLASS a (Y4) CONCRETE: CONCRETE SHALL BE CLASS 8 (3/4^) AIR ENTRAINED PORTLAND CEMENT CONCRETE. FORMS: FORMS SHALL BE STEEL FOR STRAIGHT SECTIONS AND WOOD FOR CURVED SECTIONS. FORMS SHALL BE TRUE TO LINE AND GRADE AND SECURELY STAKED. THE 1. RADIUS ON UPPER FACE OF CURB MAY BE FORMED BY EDGER OR BUILT INTO FACE FORM. 1" RADIUS ON LOWER FACE OF CURB WILL BE FORMED BY THE FACE FORM, I/2°R 5 A.. `o V2"R -.. IR SEE CITY OF RENTON STANDARD DETAIL FOR DEPRESSED DRIVEWAY CURB AND GUTTER TYPE 0. CEMENT CONCRETE CURB a GUTTER TYPE °A° SHEET I ii� { A . CITY OF RENTON DEPARTMENT OF PUBLIC WORKS 1 GENERAL NOTES JOINTS: DUMMY JOINTS SHALL BE PLACED NOT TO EXCEED 15' C/C NOR LESS THAN 10• C/C. THEY SHALL NOT BE LESS THAN 3/16- IN THICKNESS AND SHALL BE OF THE SAME DIMENSIONS AS THE CURB AND GUTTER EXCEPT THAT IT SHALL EXTEND ONLY 2 1/4^ INTO GUTTER SECTION. �2 � b i Ile P Vol M4fi4.1 PLAN N TS 1/2• THRU JOINTS SHALL BE PLACED AT EVERY OTHER DUMMY JOINT MEASUREMENT, AT POINTS OF TANGENCY ON STREETS, ALLEYS AND DRIVEWAY RETURNS. AL'. JOINTS SHALL BE CLEAN AND IN THE GUTTER SECTION THEY SHALL BE EDGED. r I-R O � 1B•• SECTION A-A NTS CONCRETE: CONCRETE SHALL BE CLASS B (3/4") AIR ENTRAINED PORTLAND CEMENT CONCRETE. FORMS: FORMS SHALL BE STEEL FOR STRAIGHT SECTIONS AND WOOD FOR CURVED SECTIONS. FORMS SHALL BE TRUE TO LINE AND GRADE AND SECUREL/ STAKED. THE 1" RADIUS ON UPPER FACE OF CURB MAY BE FORMED BY EDGER OR BUILT INTO FACE FORM. 1- RADIUS ON LOWER FACE OF CURB WILL BE FORMED BY THE FACE FORM. SEE CITY OF RENTON STANDARD DETAIL FOR DEPRESSED DRIVEWAY CURB AND GUTTER P Sl E � It DATE 1 PRESSED CURB a GUTTER- TYPE' D 4- SHEET e 4 - r ti 7 A CITY OF RENTON DEPARTMENT OF PUBLIC WORKS CEM COMC. CURB B GUTTER I 1/2"X 4" EXPANSION MATERIAL A'%4 E%nANSXXI MATERIAL I/4•'R AT JOINTS 1/4" R AT JOINTS '\ W SCORE LINES TO BE RADIAL 1 TO CURB B GUTTER W I/ W 2" X 4' EXPAMSION MATERL s I/I4" R AT -OINtS ` SCORE LINES •'W" MOTH OF SIDEWALK -_- 1 GENLr,.L NOTES JOINTS: GUMMY JOINTS SHALL BE 'LACED NOT TO EXCEED 13' C/T: NOR LESS THAN 10' C/C. THEY SHALL NOT BE LESS THAN 3/16• IN THICKNESS AND SMALL BE EXTEND 2' BELOW THE GUTTER LINE. 1/2• TMRU JOINTS SHALL BE PLACED AT ALL COLL JOINTS OR AS DIRECTED BY ENGINEER AND SHALL EXTEND 1• BELOW CONCRETE. I/4"/FT SLOPE 1/4"/FT SLOPE 1/2"X5" EXPANSION MATERIAL 1/2' R 1/2•1 R CURB RETURN ONLY I / �1/2" R t / PAVEMENT AS PER PLANS t f PAVEMENT AS PER PLANS 4. STANDARD CEM. CONC CURS B 4 RKWAYSTANDARD CEM. CONC CURB✓! CUTTER GUTTER SECTION A- A SECTION 8-8 WHERE THE SIDEWALK IS TO BE PLACED AGAINST THE CURB AND GUTTER, THE JOINT _ SHALL BE A COLD JOINT. 1/2" X 3" EXPANSION MATERIAL SHALL BE PLACED FROM PT.'S TO PC.'S AT ALL CURB RETURNS. 112" X 4" EXPANSION MATERIAL SHALL BE PLACED AT EVERY THIRD SIDEWALK PANEL. THE CONCRETE MIX FOR SIDEWALKS 514ALL CONFORM TO THE REOUIREMEMIS OF CLASS BE (3/4") WITH AIR ENTRAINMENT. THE CONCRETE SHALL HAVE A BROOM FINISH WITH ALL EDGES HAVING A 2 1/2" TOOLED FINISH. DATE I/87 TYPICAL SIDEWALK DETAIL SHEET 23 (TYPICAL) EXPANSION MATERIAL IMINFI D ITTMCAL) nRNr vmm�NG IU of MMt "I III urRNuln Nf IM LN CROSSWALK to ANU R(NOVLU FR. RI CNN .flt lU I IAY( AOIANONO PA11(NN AS SIIORN. 111E IUNG W 111EIIIANONIIPAII[NN SIIAII W PCRPfN- _ nICIRAR10111( EIM. GROOVES SIMIL !E 1/A•O(CP AMU 1/A• RIDE. - LIMO MN(' RP41 NUI B[ PM otkl INIl4RA1 RIM 110(RMA OR PAILNf11 11W 1. Al KE IS%\ARol RY EXPANSION RAINI N11ERI1l rol All SNOPAI MIN N01 pC"05SWA Al lNO W RAW, AIIJA[l Nl IU MIAORIY PAVEMENT. (•L _, `QUNP L.RAME CROSSWALK 0 dEn[uuuc+l INIIIS SIIALI EF SU RAW.tkKAHO IIIAI RUNWC UIX] NOI C Il0( PAST blE CUM RAW. 0 Fill w n o LAIDN C PAIREQ RAMP WITN FLARED 910E9 \'�, CURS CUT ALTERMTIVES yyy Z 74 MMP L�II€0[ AIL CD Y SIDEWALK T xT T CD i4 ! a� RK( IE p E, Up o 2 (SEE TAIL SNOTE) 1 1 LANDING ♦'MW IF LESS THAN ;POSSISLE VERT:- PROl1OE 1'I2 SIDE FLARES .(SEVEL WHERE G•PAINTEDI .) N G STRIPES EO.C. HANDICAPPED PARKING _ -4 (SEE SPEC.MpVCFIONS -WRQ_�I.OETA�I FEE '� FOR DETAILS) � m 44NTL4994tAyRe CUT N 1� ] OD v f _ I A . CITY OF RENTON DEPARTMENT OF PUBLIC WORKS ALTERNATE I i XPAN31ON JOINT _ SLOPE $,I��'� A (TYP.) EXPANSION JOINT (TYP) 4ENER4L NOTES ,Vo•y \ !' ' I f ..° . 1t L DUMNY JOINTS SMALL BE LESS THAN S/IS"IN THICKNESS I AND SHALL BE OF THE SAME DIMENSION AS THE CUR! A GUTTER EXCEPT THAT EXPANSION JOINT(TYPJ s IT SHALL EXTEND ONLY 2.1/4" INTO GJYTER SECTION, SEE CITY OF RENTPN STANDARD VAR. VAR. I DETAIL FOR DEPRESSED - DRIVEWAY CUM S GUTTER- I EXPANSION JOINT TYPE D. MA%.SLOP[ 10� L SECTION A-\ EXPANSION JOINT ALTERNATE 2 WHERE THE EXPANSION JOINT(TYP,) 'x DRIVEWAY EXC[EOS 16' k " 1 IN wIDTH A E"DUMMY JOINT fD SHALL S[ PLACED LONGITUDINALLY ALONO CENTERLINE. 1/2"1XMN3ION JOINTS "HALL SE RACED AT DRIVEWAY RETURNS AND AT THE SACK OF DRIVEWAY. _ S.CONCRETE SHALL BE CLASS 9(3/4')AIR ENTRAINE PORTLAND CEMENT CONCRETE. STD. INDUSTRIAL a COMMERCIAL DRIVEWAY DATE /87 SHEET 29 r y s + CITY OF RENTON DEPARTMENT OF PUBLIC WORKS ------------- ALTCRNATEI JGn. I EXPANSION JOINT p) / A (TYR)/ 1" A GENERAL NOTES [.DUMMY JOINTS SMALL NOT It EXPANSION JOINT RYR) LESD THAN Will"IN THICKNESS AND SMALL BE OF THE SAME DIMENSION AS THE CURS S GUTTER EXCEPT THAT IT SMALL EXTEND ONLY 2.1/4- INTO ( GUTTER SECTION VAR. I V SEE CITY OF RENTON IT"OARp ISRANE1011 JOINT DETAIL FOR DEPRESSED J►� DRIVEWAY CUM \ SUTTER- Wlt. TYPE 0. r • . �. 3M*N A-A EXPANSION JOINT i A ALTERNATE 2 � t A. EXPANSION JOINT(TYR) 1 WHERE THE / � 011ryfWAr ExCFFA{ 14I IN WIDTH A 2"DUMMY JOINT I SMALL BE PLACED LONGITUDINALLY ALONS CEMTEMLNIL A.. i 1/2"EXPANSION JOINTS SHALL N '+1` PLACED AT DRIVEWAY RETURNS AND AT f THE SACK OF DRIVEWAY. j 2.CY7NCRET[ 3H ALL BE CLASS 111(7/4")AIR ENTRAINED MRTLANO Cf MENT CONCRETE. STD. RESIDENTIAL CEMENT CONC. DRIVEWAY DATE I i SHEET 30 i k ky _ - e�. CITY OF RENTOk s(� DEPARTMENT OF PUBLIC WORKS h J Vi t s � J CATCH BASIN TYPE II DATE O ; SHEE76 �, j i 1 6 + CITY OF RENT DEPARTMENT OF PUBLIC WORKS A ER9ME AND(.QATF 40 3CC DETAIL#$clDt=,AIL#$cl W21SER 5EC7ION ?� _ U5CD FOR SNORT ADJUSTMENM .S• 2X41,8 SOLID BRICK CAN 5F USCD FOR r%ALAODU5TMGJr7D A MAXIMUM LIPr OF W h S. • 3y IY RISER S (7I Z. b 777 S. v, l . b R2F1GSi 40SP *rL7; N i CURB IAILET I.4 S KLOCKOM 10 h ..., ACCOMMODATE a"G2 8 PIPE IIJ E NC$AUD SIDCS. 1 U4jf15 DCSIOAI!5- T)PICK UP 5upmc.E J DRAMW-iE A SI.I07r DI`STAIJCE F4G,N A CATCW 54,31N. PRECAST CONCRETE INLET DATE SHEET 57 57 L_ { e L� 1 0. Y; Y r try'— • .. CITY OF RENTON DEPARTMENT ME OF PUBLIC WORKS I CURB FACE 1 tC"TE CEkrrE:R LIME \ i r I' lo° to —MATCU M5f SLOPE PRIG CA5T 5AeF-, - - eecAr OR SCL:D BRIGc ITYp> CURb GU?TER DATE I887 TYPICAL FRAME 9 GRATE INSTALLATION SHEET 82 e + CITY OF RENTON DEPARTMENT OF PUBLIC WORKS - — CABTIIJG-OLYMPIC PDR/. MN 30 DITOR E.GIUAL. r 24 AOJU3TMEUT 4'MIN. N C(4E. MOQTAQ JOIN75 •: Mu' F 15CAW 5GCTI0W ST-PB-S/4"DCFORMGD BAR —rl owl IB N2Y: PPE 5RE-21"LD. LADDER-STD.Al.•UMWUM OR C4AL"12ED STEEL. CONGRETG SI-IGLF MOMAR RLLET— OR CAST W PLACE M W. DATE SANITARY MANHOLE TYPICAL DETAIL SHEET 83 m S «.. « �ate........ .. _._... ......._..�._ �:. • . CITY OF RENTON DEPARTMENT OF PUBLIC WORKS I 1 R/W I I i rL ('MIN CAP EXIST SIDE SEWER ! VSEWERMAIN TUB EXIST SAN. SEWE ) 7 -(REMOVE) l� fi'X A"REDUCER fi-WYE 1/B OR 1/16 BEND AS REQUIRED OSED 6"SEWER STUBX 6"TEEOOSED SEWER MAIN i i { TYPICAL STUBC NNEC71 N FOR SEWER REPLACEMENT N. T.S. k f ti TYPICAL STUB CONNECTION DATEIO) SHEETIOI F "s ip! i � 1 { SERVICE CONNECTION DETAIL TO EXISTING SERVICE TYPE I Retap Existing 3/e'8 1- Copper Service and If necessary Adjust Doter& Motor BOX to Grade Yew colp[N Sovlu rIR/MCF JOINT IYauUTaO COYa1Y0 .o.D PO.O C-Ia-E.,OD-.D 1 �COFpOw.TION Drop.F000 �\`� "Am'wtlN { TUDaaD TMIIbD ICCI.NUT cVT.Dew a CONYa CT DaDTIN 10 aa le).11yN pl Now,we CONDII LINE TO NNW CONIO11.T10. STw OUTi ,,^\/\'/' atlaTM aCIYIOa W �/l`\ Nn rE. tvJltMa Yawl I l TYPE R Ratap and Replace 3/4'A T Galvanized Service with 3/e's V Copper Service. Copper Device should IneMlds the replacement of meter Dollar with new Ford Style j copowsetter and new copper tall piece to property line. Also adjust rosier and 1 roster boa to grads. TYPE M Install 3/4' Copper Stub Service Including Motor Boa NOTE: 1. For TYPE 11 A III service Information Sae Standard Detall ter 3/4 A V Water Services 1 2. On Watermains that are Bonded for Cathodic Protection 1 j All Service connections shall have Service Insuletws. 1 WATER STANDARD DETAIL CITY OF RENTON NOT TO SCALE DEPARTMENT OF PUBLIC WORKS .aYteA� /Imr�B1+'lllr .. . r r tci ..i" a, * 'e• = a rr x L a Yn wY' a L 11• "[pICNTI wf4 My OI YWDIxWDVIe•IW1p YY [i 1 ixL L-/NIq.r401r.f1 � L\wt111 pY. 1eDI1nY FJ � wV/ IW. OIOD IifI w1111 \W `{qll .. � •INIMLI• L{. n,1' \VIr,LD 1�1x1 C�Iv O ' Iilf.l.Dl plw�W 4f1e DDN\fib 1WDCOIIIMIRIe OFD OY.LLN M'1 vxry�M ly�'1 IprOCYebeY�r't� vn 4 II(pI1.iWb Ivry Fb\(PIIIINib w tlY1 / w 1'l1.pNY�xl I-elpNlurxl i ib"eDWx' Dy COtlx lOClxlte\�wpM1.lLv NeYKI M1W IO xgINtl10N 11�Wix WYfOIpY1N L4tti LPIn �y4D TML IVTYIII Iwt1LL NIVKI 4�N fO W(N DCI.N011Y mtlOe.fKYfIM.Ip10lYLN0 I�DI v{OwNNq.(OYIVY •1.0 Ktl v YIf e a f'w\Y.Inne.\w wria aa:oi::c`�ilw.fi::W .wl.\\DO.tlU 11.Y tlFVKI(L.w Iw.\fouwuu w 3/4" 3 1" Water Service t 1 WATER STANDARD DETAIL F ! CITY OF RENTON r b1ryC.\I DEPARTMENT OF PUBLIC WORKS .arwo,Lp,e•.D,z,•iu, BAN 1-1/2`& 2"WATER SERVICE DETAIL n. . Y�'i.•i:u nii:�i.. .. Y. � CAM" v 1 k+ yL.tr LJ4..MYJNw M NJ Y MrY L..IM. I I IYw•IM MUUN J IM MrrN.. � I , • J ' II L-fo n•�n wn[mYY t Jr n Ir W MIN[.YIn YCWtl a' IY. (NI[II� I w•tlNf 01p1 pHYrY IJ.(�yyy In fyyn�L1 �j•�j I 1�LWf"o.[.dlta I 11�� L• L P.gllc rF. I�YI,4,wn Nrrin I•w r 1'YY•r..lwrl l � I. I'INMI YN."rr uM lM rlruY lu uN+•Iu xW i • rY Jw,x F1F M.. Flw(Tnr«rarrl. •uN•r1 r'y yaW I (� -IY I•IrYxy4\x~Ilr. 1yr.�•r\;. 1 Yj\ \ t••11' • • r.1Y «N r I.nl. Y rr•I••••IM14N YMn •Ir••a«�Ix xul••Y V W1•rr 4«.•r x ••IP rYrN1r Y1✓11Y \VI• I 1\'NI• «I~••11•r aWY� Iyl\F 11t. 3 j • IL•NNN YYI JI.M YNL«•L•11. \Y xM1Y•rrt�•r. «4N LrIM.M wwrlw.u•«el.. a .ytY:. 'wYr•r.r«4Y J w rw uP.lx•nl..•M. •r.l I u. wL.In N•u....11.w.P M.w I x �� 11 Yt•r Y\ y11 M y w y Yly N!y•�1Y1•F:u\N lyn.xe••. ' I.1/1•r 11• r.Yrr•n YfN1 •�.y wN1V•r•N P r rr , I •IMIr LL p'•M,In Po y v•ar•L UI.fn• YI IIrJ�pF wrv.M'IN•F o MI U. \L'�•1Y 1•yr•••IF rl I r1J IIY Inl.M F I.N r• IPilrat« a•r•rn.r1U•14.N YrorN MNY\y M aFyru�I\F wur � N. 1\•tla«II•e1•LR,rIRI.M V V•F•I. IMrYrwl • � It. f'fIY r 1\'Vlw•\M\•ui YrNr Mlnl. IY 11•VIIYIwW rNY •. N' 1•Y•IL'Nlx•1•N 1•F 4wlr NINI. 4. TEMPORARY BLOW-OFF STACK DETAIL � YNx. "w.1'.•n M•.IYIT 1. 1'11[Mr NY.Mr Mw IM«ry b uVlgl . IyU v IN.ax^Y w Yr•I. yYN r'y wYr wYw�«IF•YN1.F N«M.w•n Ur14�« Y Mr•,Ur YID-Ilr'xW1•Ir•.Frl••. r t f'I«aN fr \aY\��.�NP •Vul [JI IIIM O[ i-�N�. 'nxie Ir wxnx•,Ma \w• Y•;Y`Y+M �fO[tl[ 'fYl•uN In Fv rx Il�x•1�.r Irl«�v�lY�.•axx��•r t n I.Iw IIN ryrr••r 1.4 .w r.0.,1M111 'lInl TOAD 11 •r T•\II•••VLIrN•YIFVxIr•�•N M•Irr y r•x'••r•wa•rP••1•I.F 11. bIT•N'rM VI rMl JVwI Y•r•Fwr.I•raM 4w F•1 ALTERNATE CONNCTION DETAIL a `I•••...�`I"•^r ':w"`nL".^' ••"`nF`I�.. "' i FOR EXISTING MAINS nl. unr rw y Ir WATER STANDARD DETAIL NOT TO.LIu CITY OF RENTON DEPARTMENT OF PUBLIC WORKS zalilliamiL u= 1 6 .. CITY OF RENTON se DEPARTMENT OF PUBLIC WORKS 9 ^06V-W/721 AC4C= LK Y54AID sf�Ac ?J71:�JiAG eQAas caP cc.. 4tONC. • : l : .: N � _EL.0/0T/Ot/ II/Q4/[/ANT G1�7L7/L. /O,g 9fLGCT B4CA'tY[L SEGT/QV kvy. cyv/94c�/cw IW7E: /. •=A0dtn WA/1A.fE7VTC455 ANC CaL-,C WA-0 U/AGTQV 6747E G1"Hk/MENT C#-N/aT##WM /-74,. 2 7Ae CA677ND5-^A A4.LL 25E a Z*> OW,V G�97µ g5 A'S77N '.X14L.L GC�A.IAGJ//✓ED TJ a4 lorxze TCQVTAc7 - AA ILIAV 7l/G eA/77AW U'QUAAPGCPJI/r1'AND f Z.L MC73/0fGC4UA.t9 SJJKh '.L�. .•.S W✓tom/ 7t2 ACM/UMt,M';i7aE AA&?CVPC ARE PL.<W,A/n%CZ7 A,94eA41NI G=MCA/T c;OAM.C272= Caq�E ii9LL A�f?7' t+.'E /✓L`LL'91AA7! i l MONUMENT CASE a COVER DATE SHEET 10265 t ON rtr c PSX POSITIVE SEAL GASKETING WITH POWER SLEEVE EXPANSION 'o 9 9 A FLEXIBLE, WATERTIGHT PIPE TO MANHOLE GASKET SYSTEM. EACH GASKET SIZE WILL ACCOMMODATE MANY DIFFERENT PIPE SIZES. UP TO 20 DEGRI UgAL DEFLECTION. INSTALLATION IN MNLIOLE WALL IN TWO MINUTES OR LESS. MEETS AND EXCEEDS ALL REQUIREMENTS OF ASTM C-923-29• AVAILABLE TO ANY AMID All MANHOLE MAdUFACTURERS. ANOTHER INFILTRATION FIGHTER FROM PS PRESS—SEAL P•od del- WWI- PS% 8101 GASKET CORPORATION IOAT wA Y Ml.�10LAMA n191 .83 Q%�I )4 STAINLESS STEEL POWER SLEEVE COLLAPSEDINSIDE GASKETBE \ 4 y- CASKET BEFORE INSTALLATION f POWER SLEEVE INSTALLED IN EXPANDED INTER- LOCKED POSITION ' •• PATEt 7 PE ND ING I 1 MATERIALS SPECIFICATION DATA y GASKET: THICKNESS OF GASKET MATERIAL .350" TENSILE STRENGTH OF RUBBER 1,800 PSI 14114 ELONGATION OF RUBBER 450% - 550% DUROMET£R OF RUBBER 42 +/- 5 ALL RUBBER MEETS ASTM C-923 REQUIREMENTS. POWER SLEEVE: 1 .5" % . 120" TYPE 304 STAINLESS STEEL TENSILE STRENGTH OF STEEL 85,000 PSI YIELD STRENGTH OF STEEL 35,000 PSI POWER SLEEVE STAINLESS STEEL MEETS REQUIREMENTS OF ASTM C-923. TAKE UP CLAMPS: BAND, SADDLE AND HOUSING MADE OF TYPE 302 SCREW MADE OF TYPE 305 STAINLESS STEEL. PSX STAINLESS STEEL CLAMPS MEET ASTM C-923 REQUIRFMENTS. C PSX - SINGLE TAKE lR CLAW PROVIDED FOR r PIPE DO'S RANGING LIP TO 1b.5" ly" PSX-2 - DOUBLE TAKE LIP CLAMPS PROVIDED FOR PIPE OD'S OVER 16.5" REFER TO PSX ORDERING INFORMATION SEAL ASSEMBLY SIZE INFORMATION PIPE CLASSIFICATION(For roforoncs only)• _ - 5' Asbestos B" /oeasloa r Asbestos 10" AsbestosRcemem stos 12' Concrete 12' Concrete 15' COnC/Cte Camenl Cement Cement Cementnt W' Asbestos 15" Truss 18" Asbestos 6" Ductile 6"Concrete S"Ductile 10' Ductile e Cement 15'•Vitrified Cement Don 8"Vitrified Iron Iron If' Ductile Clay IS Ductile6" Plastic Clay S"concrete to"Concreteic Iron 16" A•bostos6" Asbestos 6" Plastic 8" Plastic to"Truss s IV Asbestos Cement ta' Vun6edCement S"Truss IO•• Vitdliedad Cement Hi" Ductite C'ar 1" Crlrirled S"Vitrified Clay 15" Plastic Don 20" Asbestos clay Clay 12" Ductile Cement Don 20' 0uclns to"Plastic ,Iron 12•'pig it PIPE O.D. RANGE 6T5" min. T" min. 8 5/16'• min. 1011" min. 1r min. 411 min. 1511" min. ISW" min. 7A"max. S"max. 10%"max. t5W"pqx. to N"max. 17"may. to%_ mat. 22%" max. HOLE DIAMETER 12'• tr tr '"55" 1C aD•• 20" 2A KOR-NSEAL ASSEMBLY NUMBER" 5106128 51061TA 610612 51MIDA 810516 S1W TOA S10120 S10&2e A106128 A106-12A AIDS-12 A10615A A10618 AlO6270A AtOB20 A10681 j For KOR N SEAL site requirements•rater to Wpe O.D.r"fro. i Seal assemblies are supplied with rtalniess slsN Korband(prolix 5)as standard. Aluminum Korb and Is available as an option. To specify aluminum,use prefix"A" assembly number. y'IX SEAL PART NUMBER INFORMATION 1 : KOR.N-SEAL ASSEMBLY NUMBER" _ 3106128 570612A 610612 5105 16A 310646 BIDS 20A BIWTO S1C6T1 A106178 A10642A A10612 A108616A A10616 AIDS TOA A10520 A10621 1 STAINLESS STEEL KORBAND PART NUMBER (Illustrated) 145-17 1415 145.20 145 24 1 ANODIZED ALUMINUM KORSANO PART NUMBER 128.12 128-16 IW20 138-24 2 BOOT ONLY PART NUMBER _ 102-128 102.12A 102-12 102 15A 102.16 102-20A 102 70 107 T.1 D STAINLESS STEEL PIPE CLAMP PART NUMBER 121d 20 1N4T 121-16 121.20 12121 dY �L it it aJ k I_ Y +I i_ } ••..•��Yb.YDK 'lf�ln — 1��01��Ui�•�ly tU Y9s-OMIT -row*A, co**'CI1vrKriPs.INC. C�'v' KOR•N"SEAL e.O.box 1120A eO"I"o.OM...e7211 aa.eauelJ]W Coal ufoYM Co..., man f.A•a1+] nsar caU.wlu.w 'a°']"° "'0 a"""`"° For Pips Connections up to 22W O.D. auv.w on]wlwvwwv sv+va w burrow Data Sheet No. 101-1 r+Aa..ty,{ �'. • R• t• i ;\�I T, —.a w..� I T,C /Y ii\ Ai (t manAnll 3 Il , . (-' mutlwa P I . ZA. htacaptol It IWO J1 ' MiNMI Car10 Mi'� S',� OOnI \ 4i-f Y Z � ' 1 1 T 4 1 W y \ KORN SEAL Drovidas • waUniphl allecl Ina seal arountl the connecting Pipes mar be cut it lanplh n the connection by olfeling true flexibility pipe.Is also mad,udlmly of 300 aenes, IIeW and Inslel!ad directly Inin It* i an Milano,all other GUn111ons that Nul magnetic.co,foslon resstanl state boot. allecl s poslllve pipetomaeholo con. Its, steal. A screwdriver la used to • The boot may be Installed In the < necllon. TM unlquene» of this cum abluale a worm pea ec r dri"ploduclnp the cored next In less than g0 sonds, Du o Contract the ban INo1,ph the uaa of •almple hydraulic Auction IS a System which Unitas a clamping pleasure t 2 cored hol, an a flexible rubber boot.A and seal the boot to the pipe. IxfThe only ioinl that may he produced f hole Is Con4, nll,d Into the cured coo- KORN SEAL Adv ntagM e11Mr In the manufacturer's plant of In Crele well of a manhols providing an opening Ihal is pruci»ly control[ d In The specialty lofmulatad NEO- the held. size,shape,surface finish an location. PRENE-EPUM blended compound Thew are adwntapns of 1(ORN A boot Is Installed Into This cored molded boot ollm, Superior slsta no SEAL h J anl esand en engineering but hole which Is molded from a aDeciallY to wetex, aewege, g planning g ' ormul,l,d NEOPRENE.EPDM blended wealhering An aging Advaalaoes with ploven predit!s!:e compound meelmi;ASTM C443.with a a Up to 27 angular flexibility in any pnlormana. 3,0"mlaimum wall thitanots. dlroelion and 1" vonieal displacement Wealth.).Sp.eilieaUens An Internal expending band clamps can us ,con,modeled depending on During the coaling prpeets, o^711 and seats the buol to the Don using a pipe O.D. the Wnnloll^cnaaa In dlam.ep thus menialseparation aDrov'da l anscushionxom the auction which except fa,hle^p holes I%hlen,afh�:n In 11 generating a cbcumlaranllal clamping andrel,0 mi absorbs between the pip, and the thelform no disturb the Poll of cnnaetc pre»Ufa to allecl the seal. gels of cireUmfuenlhtl loges ore molded into manhole,thus peevenlinp Ine lormallen Alta thf ct1ons hex.turnd.il oleei will IN, bout wrlocos which contact the of lane proouang af.,." Dlpe. These ridocs deform poll end . Owosso and cut of round Bond, be call 011" 1 the plan)localfon of In °nil clamping plessum to Idle aerUnR Ito CIwf11y»sm D tell FP accommodated Ge alccePl adwnllcat(lylpe Ile IGIe seal.TM, 11r,oularilla, in the poll DI lip made vrithoul change,in port of seal Deal will allow tG latent and wgular Interwl Mpanmg bared is made of 300 o ",I.,, Ann magnetic, eorru'Am, re • flat.:. Any Gal emetl and hoofs alignment a the pipe connecban Is 2 sislanl NDlnl,i,steel.A band of ehal. Installed in the hold It necessary. made.In field changes,adddtoml holes OF 1p 1]avallahle n+a^opUoh • Damaged of vandati]ed hoots can be may be added maintaining the same easily replaced specibcahons = The talcmal ban,winch Is used to Y xe D u,eNW x•,aN,s1]ghee us..W.•y^ '.ryM+'a Ces,,%i 1]I.IIIIan.MIM.n C...3'.•^. e 1 l 3 Sized as required I N.P.3. �SIIPFITTER 20 R\\ 4 1/2"0.0. . WALL BRACKET R. \ ALUM. ALLOY 6063-T6 T — I/2' BNC LOCKSOLT DR. 16-6 S.S. \\�FSH JOINT •1 `41 W/2"0.0 ' I I TAPERED ALUM. POLE Ise WALL ALLOY 6063-TS 30.0" / SATIN GROUND FINISH SHAFT 5-. II" TO 12" BOLT CIRCLE (R) 1" INC DALY. STL 1 rR 1/2.OF BOLT ANCHOR BOLTS WITH 'ABOVE FINISHED NUTS AND WASXERS � //I2, GRADE. O►O 4"CONCRETE ISI HANOHC PAD' e%6"OPENING W/COVER AND GROUND LUG S.S. SCREWS 1 6" BASE FLANGE ALLOT (: Iy� ��3S6 -T6 WITH BOLT h , DETAIL _4 I V4 COVERS S S.S.SCREWS SHEET se. STANDARD 30' DAVIT POLE h a c TYAXG& L/6IMN6 UNV6R6ROl1NV SYSTEM �y TO LUH/Nq/RE ? TY, 14AL. QES/6N ;g" 1 c/UNGT/ON QOX F!/SE,rjTS p oucx acscavaEcr I I y'Mic! /O AMP/N LJNE 9 � /N NGLE p7S-S.6.C. OA'EA' .L_ SPLiC- TA°G�77OA/ 7TE CLEAR EFbXY SR1L'E FLY/M7AT/ON TO K/TS ON ALL 7WV G.PCY/NO GGK TLta Ar /SDENA/(-K WIRE .GUNS 2%�/N[6.CLYJT LX CUSIO rc UNL7EQ,cpGE+61SE -- 8 .Q.4.QE r II CII Icsll 11 I I �� III I�p �OUN,p 11 I II AMP II II 4.1 Z-(S/ZED qS PYG II II .CEpU/.CEO) � cONO!//T II L/6NT/N6 SYS7.g SYSTEM LLn c J rv/RES TO CaVTAGT0,2 �3'SQ.OR ptq S/� X 8' �CONCRETE cOPPER•CLA,O FOUNCL9T/ON GROUND ,Qpp .QrrA/L, ,SilEET �f�f " t I rl TYPICAL LIGHT BASE AND JUNCTION BOX LOCATION rTTP. CONC. PAD R/W LINE SIDEWALK CURB 1 W 1 _ - RDWY. I a I \ / 1 as \ CURB SIDEWALK R/W LINE TYPICAL PLAN VIEW I TAPERED ALUM. POLE .188 WALL ALLOY 6 SATIN GROUND FINISH HANDHOLE ♦"s 6" OPENING W/ COVER 6 2•lo4' S.S. SCREWS. o�neng Grano lug Iri inside Pole o!: 0 \\\\ <•, Trench locolion--�' not to Scott TYPICAL STREET CROSS SECTION DETAIL SHEET �1 1 E# a _ t .{•y . _ '" I C .w":/bSRI tY n CONCRETE PAD DETAIL LIGHTING STANDARD B JUNCTION BOX 3, Q�4��,0': � :1�_l ••�". ;.fie;; � '' STREET LIGHT POLE JUNCTION BOX PLAN VIEW 4"DEEP . al� s'•.>iu. F1��a SIDE VIEW t i I p• ^� e, •.e;, NOTE. CLASS W CONCRESE TO BE USE IN •'�':' CONSTRUCTION 0► PAD II INDIVIDUAL JUNCTION BOX PLAN VIEW - IJETA/L S,S�EET¢5 y4 t. y: JUNCTION BOX - DESIGN "C" INTERMEDIATE 18• 30 1/2" GALV. STEEL 1 COVER PLATE I 1 DIAMOND PATTERN) ( 1 24- �6. Ilk B y s � N •.. e: t; GALV. WELDED WIRE LOOP GALV. STEEL FR tD(DIAMOND PATTERN) RED IN PLACE s it SECTION A-A SECTION B—B DETAIL SHEET —=— J WW4 _ a JUNe--rinm BOX - DESIGN 5/1654 GALV. STEEL COVER PLATE (DIAMOND PATTERN) A .06 GAL WELDED WIRE LOOP GALV. STEEL FRAME ANCHORED IN PLACE (DIAMOND PATTERN) K-rrmm L 1 SE-TION A-A SECTION B-B DETAIL SHEET 71 '9 _� ' L AW �h DETA/L ShIEEr N�N��s �aE /,USTALL DEG.oL NUMBER,,S' Z".n/NEisNT �/E.?T/CALL y 1A/S7-W4L c,a ONLY .. iN L14Y wS47x/tX so• OR 4,5 �UUti1BE.P/N6 E,Y,4MPL ES 2 3 LETTFR S4*rixao Z r77xp PREF/XED C?y O�✓NED PU6ET PoryL.Q OWIVE,O i + A5 - Al 4cw � PL.A.�I ✓/£�V ,$T,PEET L/G#T STANDARD i DEL'AL JVU/yBE�p/NG SYSTEM cJI Ht.LI L1 bH ) CONTACTOR CABINET & CABINET FOUNDATION TLOAD CENTER 4 I ' Q TEST SWITCH IN 46" UTILITY PLUG STREET LIGHTING CONTACTORS ... .... `•---16"� Apr•{ YIN. YIN. FRONT VIEW PLAN VIEW SIDE. VIEW i CABINET EQUIPMENT 1 I. Pin tumbler-type stainless steal Best Core Lock(or equal) Keyed for CK•i with 2 Keys 2. 12 gauge (min.) galvanized sheet 61e61 3. Welded team construction 4. Door with concealed hinges (left side) S. Interior- whits baked-on enamel 6. Ezterior-gray- Etch galvanized surface, before painting. T. Bottom op.n - 2"mounting flange (turned inward) an all sides B. 4- 3/6% 16" anchor bolts ■/nuls end washers 9. 4- 1/4"triangular shaped corner tack^down plates i CABINET FOUNDATION f6" ANCHOR BOLTS G.L.rSIZECT-O0 tt ii ii -G.L. CONDUIT ENTR.AREA PLANVIFW CABINET SIZE TO FIT CABINET FRONT VIEW SIDE VIEW DETAIL SHEET l x STREET LIGHTING CONTAC IQR CABINET WIRINr- SCHEMATIC TYPE III SERVICE 120/ 240 VOLT B A B MAIN BREAKER 2 POLE 240 VOLT B � i m BRANCH a cc BREAKERS E 120/240 VOLT z Tc 16 POLE A i ST WITCH B B A I,1 B m B C II TERMIN B UTILITY I BLOCK PLUG B B B A (G.F.I.) fl t STREET LIGHTING CONTACTORS A A A B B B B B D R R R R A CIRCUIT WIRES TO LIGHTING RUNS WIRING COLOR CODE TOGROUN PHOTOCELL ROD MOUNTED ON A. WHITE JACKET (NEU,rRAL) NEAREST B. BLACK JACKET (LINE) LUMINAIRE C. GREEN JACKET (GROUND) D. RED JACKET (LOAD) E. GREEN OR BARE COPPER (GROUND) DETAIL SHE T i3 J 4j" .4, uowl 111, 1 limmal ........... Ic I • .1 IOWAN[ m sun long .. = r �-, A . i - .. �, � 1 ,.- i e' i �i ,� I�i: " ,Cif:fF� '.f y j j� r \ 9I �'�.:' 1 . L� � � -.. .: �. A c. law , _. tV.KWw�MWAWYM'WN.::WWPWIMWWIWNW MNR ... .., ; GENERAL NOTES [No 4 k coHSTRpEIrox GEu t FLOOD LIGHTS SHOULD BE PROVIDEDTO MARK iLAGGER STATIONS AT NIGHT AS NEEEEDER IF ENTIRE WORK AREA IS VISIBLE FROM ONE \Y STAY ION.ONE FLAGGER MAY BE USED. STEADY BURNING WARNING LIGHTS (TYPE C. MUTC01 SHOULD BE USED TO MARK CHANNEL• `. IIING DEVISES AT NIGHT AS.NEEDED. p ~� CHANNELIZING DEVISES ARE TO BE EXTEND• ED TO WHERE THEY ARE VISIBLE TO APPROACHING TRAFFIC. SIGNS SHOWN FOR ONE DIRECTION ONLY. ALL DISTANCES BETWEEN SIGNS 'BE S. y ■-i-E WED.,. II i /W(D-0.P 4E0-! [Hp . ( LAN( EONSTRIC1 ROAD REG'• AHEAD ROAD \Y ONEROAD W20•I AHEAD i LEGEND �P • • R CIMHNELIEING DEVICES FLAGGER _ y TYPICAL APPLICATION OF TRAFFIC CONTROL DEVICES DN A TWO-LANE TRAFFIC CONTROL PLAN HIGHWAY WHERE ONC LANE IS CLOSED AND FLADO,ND 13 PROVIDED tl V P K x� ��TLLL` 4k GENEML NOTES d4TINCT NI / I I WNIYY«TYEN II I1N T NEAD / 1000 .«M Needed M INS40 0- fi[ SO as eo a w as IOOa' I I IV las ld0 IM eT0 IaD aW wxO-alLl LCL& Si RIDCT 6tO! e 11 ns lies ItI5129514, aaO,m .M-su — Iedw—doodifeI-at') It its NK) t•1 atO 1 "I"dwoo FT je° I (Ire w.an•, (w(In,a(Iww M.Wllan,..- CLOSED n w He e bwr .4 Ime w«N qwl N Iwl L ° de N[IN q•w 11.11, M Jwvw (wNrr,be. I. wf•n(Mw(11[In, Iwl(e( veld 1•...Veld Irallls NwN Ad 11,ee 1\e rMN led" w•.pD I • Ntl'Y , FU . e.«l a.l "lltYN.Meld ..:g [wtN In IM 1 •1 wnitN w.r d .Mn w... ww • °• °e , ..er.w v.epMN.. u,.wvT ,«unp wn °,i I M ...it .. .......... w•-t ILI Steed prreln, ...olds lights(Trw C,«YTco) IF Nwu be .1.0 M,«e awnula•, d...... I tl .1 ."t, A. d... wxD•aP) 1.14 4, ..rods Ihee.N eM/«IIeP,ex°e IGNT w1 N(«I•nenuw N IM wnY.yrnlq.yw. �e CLOSED sI • wit w•ta.l.M eu-I- it x010! END e L Welt"Al.tl�.•Me. led l a[.pn pee.M.1 T I I a wn... eaa.erx wwd en no,Ne.ao,aN, ....... .r,w e1,..let e).Mild be mN. w MOS D eta-aPl Ali ei«•nt>o be,.... ap. 1.p1. LEGEND M , r. ANEM .. • e N c ..... dwo l[ CDD Se .elltl v w.i,. RED wxo-I SIiRIC *, I/t �ANEAG TRAFFIC CONTROL PLAN (4 TVPICAL A•MLICATION-,WPAANt UNDIVIDED NDADV AT, wnt A( HALF INS wOAD'WAY IS CLOat D. A - L TYP SIGNS ¢ BARRICADES USED IN ROADWAY CONSTRUCTION AREAS ROAD ROAD CLOSED ROAD CLOSED AMECLOSED ILOCAL TRAFFICo TXgUTRAFFIC ROAD 4E"X30' E0"X30' EO"x3O• CLOSED ELK ON SILVER(REFL) BL&ON SILVER(REFV 01. .ON SILVER IRLFL) LOCAL TRAFFIC ROAD DETOUR ROAD ONLY COMSTRUDTIO CLOSED AM[AD AN[AD AXCAD ' TYPE III BARRICADE TYPE III BAMMICAD[ N"X N• 48'148' 4E'%N' ORANGE ON SILVER (REFU SILICON ORANGE(REFLJ BLK.ON ORANGE BLX.ON ORANGE (REFL.) (REFL.I FLAOOER AHEAD 4E"X[4' 4E'XE4• W X 46" ELK.ON ORANGE ELK.ON ORANGE 71 BLK.ON ORANGE (REFL.) (REFL) (REFLI TYPE I BARRICADE TYPE II BARRICADE ORANGE ON SILVER (REFL.1 ORANGE ON SILVER {NEill END ROAD CONSTRUCTION DETOUR X X COMSFRUCTIO ° Y.P,N. E0•XE4• 4E"X IE• AHEAD ELK.ON ORANGE ELK ON ORANGE E4'X M" (REFL.) UEFL.) ELK.ON ORANGE LODAL (REFLI.AlJ�/\\J " ® T25 ONLYD VERTICAL PANEL r M.RN. {E'x IR" 30•x 3o' ORANGE ON SILVER IE' TRAFFIC PORTABLE BLK,ON ORANGE ELK ON ORANGE (REFL.) COME DELINEATOR (REFLJ (REFL.) ORANGE ORANGE 4 K s a l w : h • ILI 11L 3op ;T 4 r G i ADDENDUM /1 City of Renton, Department of Public Works Addendum al to the Contract Documents for NORTH FIRST STREET IMPROVEMENTS � TO ALL PLAN NO.DER S: You are hereby notified of the following Changes, deletions, additions, correction and clarifications to the Plans, Specifications and other documents comprising the contract documents for the City of Renton, North First Street Improvements. 1. Prequallflcatlon of Oldders iThe following firms prequallflcatlon forms have been submitted to the City and approved. Gary Nerllno Construction Company West Coast Constructron Inc. Dell Johnson Construction Inc. Dyad Construction Inc. R.M. Scott Construction Inc. N.A. Segale Inc. Active Construction Inc. Sheldrup Construction Inc. i Received and Acknowledge: (To be submitted with proposal) r i Contractor Date '1 I title 2J.11.02/JA:Ckd 5-13-82 t �I I �f 1 i t t I.rr - . a a WMP 's. PRE-QUALIFICATION, 19 1-02.1 PRE-QUALIFICATION OF BIDDERS Replacement Section) "To be considered for bid award, all prospective bidders shall submit a pre-qualification submittal package to the City Clerk's office by 2:30 P.m., May 12, 1987. The pre-qualification submittals will be reviewed v : by the Engineer and the City staff for conformance with the criteria, and the experience and general capability of the proposed bidder to complzte the work proposed. All submitting parties will be notified i both by letter and by addendum whether they have been approved to submit a bid on this project. The City shali have the right to take all action necessary in determin- ing the ability of the proposed bidder to perforn the work satisfactori- ly. Refusal of the City ,o allow a potential bidder to submit a bid for this project will be final. The City may reject any bid that is submitted from a bidder that has not been pre-qualified " ti Contractors wishing to bid on the North 1st Street - Street Im{lrovements shall complete the following questionnaire and submit the information requested. 1. Name of applicant 2. Addre>s of applicant (mailing) (street) 3. is an individual _; a partnership a corporation 4. .i,int is a corporation, state: a. State of Incorporation b. Name and address of registered agent i SP - lA i c. Names and addresss of officers of the corporation and their length of employment with the corporation. 5. If applicant is an individual or a partnership, state the name and address of all owners. 6. Now many years experience has the applicant had in construction projects similar in nature and size to the 7. State the name and address of applicant's bank, including the branch and name of the individual In said bank to be contacted for financial reference. SP - 18 i, y x 8. Is any litigation pending against the applicant? If so, give detail 9. Has the applicant, or any officer or partner thereof, failed to complete a contract? If so, give details: 10. The work to be undertaken for this project is considered specialized; and prequalification of bidders experienced in the specific type of work is required. Pre-qualification criteria is as follows: A. Contractor shall have successfully completed Public Works project requirinn roadway construction, storm drains, water, sanitary sewer and reconstruction of existing public sewers where continuous main- tenance of service centinuity is necessary. Provide specific detail on similar projects as follows: 1. Project name and location. ' 2. Date of r letion. i 3. Name, tide, address ani" telephone number of person (owner) to I contact for verification. , R. Contractor's pre-qualification statement shall plearly indicate conformance with the above criteria to be considered for this project. State whether experience indicated is for the prime contractor or a sub-cortractor. If a sub-contractor is elected, to { perform any of the tasks in the pre-qualification criteria, provide reference data; i.e. name, address, telephone number and contact - person, Contractor may not change pre-qualified sub-contractors without written permission of the City. SP - 1C h ' y II !�u e ' ivl" 1000 'Lwt 1 11. The Contractor shall, upon acceptance by the City, be eligible for all simi,ar sized Public Works bids requiring prequalification in the current calendar year. If you wish to be considered pre- qualified for other future Public Works bids in different fields and work size, please provide supplemental information on each category you wish to be considered: yy Construction Proj ct Size $ -0- to $250,000 $250,000 to $500.000 $500,000 to larger i ) Construction Fields Sanitary Stonm Sewer installation Watermain Installation Traffic Signals & Traffic Control Devices Roadway 6 Street Construction Bridge 3 Structural 1 s The undersigned represents and warrants, 'under the penalty of ' perjury' that the foregoing information is true and accurate to the best of his knowledge. Signature of applicant (Title) Dated i SP-ID +s _,. t CITY OF RENTON 71 North 1st Street Burnett Avenue North to Park Avenue North Street Improvements >I INDEX aT Summary of Fair Practices/Affirmative Action Program, City of Renton Scope of Mork Instructions to bidder tr Cell for Bids *Certification by Proposed Contractor/Subcontractor/Supplier/ref. EEO �.' `Certification of EEO Report -` •Minority and Momens Business Enterprise Participation •Certiflcation of Bidder's Affirmative A�tlon Plan r *Combined Affidavit and Certification Form Non-Collusion C Antitrust Claims pr •.r "', Minimum wage Form -Old Bond Form -proposal •Schedule of Prices a a Bond to the City of Renton Contract Agreement EEO Compliance Report Sample Form and Instructions Hourly minimum wage Rates Environmental Regulation Listing Supplemental Provisions Special Provisions Standard Plans pt!t Documents marked • above must be executed by the Contractor, President and VI -President of Secretary if corporation by-lets permit. All pages must :+ t be signed. In the event another person has been duly authorized to execute contracts, a copy of the corporation minutes establishing this authority �x must be a[tac� to the bid document. CITY OF RENiON Public Works Dept. Renton Washington 98055 i +R v City of Renton Call for Bids North 1st Street Burnett Avenue North to Park Avenue North Street Improvements i Sealed Olds will he received until 2:30 p.m., Wed. May 27, 1987 at the City Clerk's office and Will be cpened and publicly reed in the ath floor conference loom, Renton Municipal Building, 200 Mill Avenue South. NOTE: PPE-QUALIFICATION OF BIDDERS IS REQUIRED. ` i To be considered for bid award, all prospective bidders shall submit a pre-qualification submittal package to the City Clack's office no later than 2:00 p.m., Wednesday, Lay 12, 1987. The pre-qualification submittals •ill be reviewed by the Eng'-eer and the City staff for conformance with the criteria, and the .xperlence and general capability of the proposed bidder to complete the work proposed. All submitting parties wl" be notified by mail whether they have been approved to submit a Lid an this project. The Work to be performed within 75_ Working days from the date of commencement under this contract shall Include, but not be limited to: Street improvement involving re-oval of existing roadway, installation of curb snd gutter, sidewalks, storm drain, sanitary sewer extension, landscaping and street lighting. This work includes but is not limited to 1250 tons CL-B asphalt, 3300 L.F. curb and Butte , 1868 S.Y. concrete sidewalk, 1263 L.F. of 12- storm drain, 951 L.F. sanitary sewer, and complete restoration as set forth in the design drawings and specifications. The City reserves the right to reject any and/or all bids and to waive any and/or all lnforaalities. Approved plans and specifications and form of contract documents may be obtained at the Public Works Department Office at t..e Renton Maniflpel Building for a non-refundable fee of $ 25.00 each set plus S 5.00 to coyar postage, if mailed. i' A certified check or bl ' bond in the amount of five percent (5R) of the total amount of each bid must aeuompany each bid. The City's Fair Practices and Non-Oiserlmination Policies shall apply. Maxine E. Motor City Clerk Published: Record Chronicle: April 28, 1987 and May 5, 1987 Acct. 951226 Deily Journal of Commerce: April 28, 1987 and May 5, 1987 f CITY OF RENTON North 1st Street Burnett Avenue North to Park Avenue North Street Improvement SCOPE OF WORN The work involved under the terms Of this contract document shell be full and complete installation of the facilities as shorn on the plans and ih the SPeclflcatlons; to include, but not be limited to, removal of ealsting roadway and installing curb, gutter, sidewalks, storm drain, Battery sewer, paving, street lighting and lend,caping. All work shell be at set forth In the deaf gn drawings and specifications. Any contractor connected with this project shall Comply with all Federal, State, County and City Codes or regulations applicable to such work and parform the work In accordance with the plans and Specifloatlons of this contract document. 1 J� i CITY OF RENTON 1stStreet Burnett Avenue Notth to Park Avenue Notth Street Improvement y1 5 SPECIAL PROVISIONS 1-04 SCOPE OF MORN t The contractor shall be required to furnish the following prior to commencement Of work: I. Detailed outline for progression of Work. 2. Cash flow requirements based on the detailed outline of Work. 7 3. Traffic control plan. The Work Involved in this project is t0 reconstruct, North 1st Street from Burnett Avenue North to Park Avenue North complete with curb and gutter, side.alks, pavement section, storm drain, replacement of sanitary sewer line, street lighting, and landscaping. 1-07.4 1 FIELO OFFICE (NEw SECTION) The contractor shall provide a clean water tight field off lighting, g ice with heat, electric 11 g g, electricity, telephone, a 3'z3' drafting table, drafting t stool, all weather Automobile access and parking In a central location on the job site for the use.of the engineer and his representatives. The field office shall be large enough so that up to five people Can gather around the drafting table to discuss project matters. The contractor will provide access to the field office during normal working hours and other tlmes to be specified by the engineer. The contractor will n.-t use the field office for the atorag, of Any materials, equipment, tools, or supplies. I 1-07.17 UNDERGROUND UTILITY LOCATION Location and elevations of existing utilities as shorn on the Contract i drawings are approximate only. It shall be the contractor's responsibility to verify the exact locetlon and depth of All utilities prior to iconstruction. As part of this contract the contractor shall be required to expose all utilities that appear to conflict with the proposed storm drain prior to Construction of the storm drain. All City owned utilities conflicting with J 1-07.17 (Continued) the proposed storm Crain will .. adjusted to grade by City forces or by the contractor via a Change Order. All costs associated with exposing the existing utilities shall be considered incidental to the project and no further compensation shall be made. The contractor Is cautioned that delays may occur due to utility relocations or adjustments and should be considered as pert of the contract schedule. No additional compensation shall be made due to delays caused by utility adjustments. i A 1-07.23 TRAFFIC CONTROL Prior to commencement of work the contractor Shall submit,a traffic control plan to the Deportment of Public Works for spproval. 7-04.2 MATERIALS (SUPPLEMENTAL SECTION Where steel or aluminum pipe Is used, they shall be a minimum of 16 g..+e. Steel pipe shall be treatment 1 as specified in Section 9-05.4(3). 7-04J(1)B PIPE BEDDING (SUPPLEMENTAL SECTION) Pipe bedding for concrete pipe, aluminum and steel pipe, shall consist of pea gravel. It shall be placed A• under and filled up to the spring line. 7-17.3(2)C SEVER LINE CONNECTIONS Where shown On the plans, the contractor shall be required to care-drill the existing concrete Metro sewer trunk and install a Positive seal gasket Conforming to Metro specifications. Refer to data Sheets these specifications for types of Seals required, or approved equal. The contractor shall submit A sample of the seal to be used to the Public Works Department fe:- approval prior to ln>+Gllatlort. The unit bid price for -Connection to Existing Metro Trunkllne" shall be _ complete compensation for all labor equipment, materials, fittings; Including core-drilling, connection to Metro trunkllne, beckfill(ng and Compaction all in accordance with Metro requirements and these Specifications. No further compensation shall be made. NOTICE: The contractor shall be required to notify Mr. Jim Hawthorn of Metro (r'one: 684-1303) at least two working days prior to construction In the vicinity of Metro's 42-inch diameter Eastslde Interceptor, Section 1. l.. tG 7.17 7(2)N SIDE SEVER CONNECTIONS (SUPPLEMENTAL SECTION) Tees shall be installed where required to Intercept existing sewer stubs. The contractor shall be required to remove the existing sever stub to the right-of-way line and install a new 6R stub and cleanout as shown on the Plan. The unit bid price per each Tee shall be complete compensation for all labor, material, fittings and equipment necessary for complete installation. The unit bid price per L.E. for 6- sewer pipe shall be complete compensation for all labor, materials, fittings and equipment necessary for complete installation; Including excavation, bedding, backflll, placing pipe, Including connection to existing side sever, installation of cleanout, and removal of concrete curbs and gutter and sidewalk. No tunneling under the curbs, Cutters, sidewalk or driveways will be allowed. The cleanout shall be brought to the surface between the back of sidewalk and the property line. The contractor shall replace the removed sidewalk, driveway and curb and gutter sections with Cold Mix. Cold Mix shall be considered Incidental to the pipe and no further compensation shall be made. ,1 f R yy Fair.. v� 1F lain 21-Apri7 _sty of Bmtm . Department el Enlimmml Fate 1 Did data Nay 27, 1917 Cit, or Aeeta 0. First At. Itreel lalrovaeenta Enpatms Estisale Itis tars Iestriltia a. Est. Unit Bid VA. b. Quanta, Pricy Amount SCRENRE " A" 01. bbilltatims lum So 1.00 20000.00 20000.00 02. Roadway Eeceeatlee Ear bNdt CWIc Yards 5,622.00 4.00 13732.00 panol Altmmte 05. Roadmay Eeavallm Er Cavil CYBII vardt 5,W400 6.00 30D00.00 Cmcrete Alterman 04. Oraval lorry lot 1,500.00 7.00 10500.00 05. Remove Esjslinq Curb ad 6uttm Eiseal Feet 3,300.00 4.90 13200.01 06. Roars Esitt ng Caacrete Sldeeala Square Yard 1,368.00 1.00 14944.00 07. bmova Eustlnl Coacrate Pavmeet Syay.r 3,850.00 8.00 30000.00 M. y9e II Service Cameclm Each 20.00 400.00 1000.00 M. Servtu Cemectius - 2" Diameter Each 3.00 500.00 150.00 ' to. Adjust Sater btm Each 30.00 200.00 4000.00 It. Adjust Val" Im Each 10.06 100.00 1000.00 l2. Adjust Ranluale Each CH 200.00 le00.00 13. Remove Eelstlnl Catch Bane Each n.00 200.00 1200.00 14. Canact to Enstml bnnela Each 4.00 500.00 2000.00 1 J 4� NO i VA7 -%tY of Ramon . NFartseat of Enlanas i.j Papa 2 No"a by as m City of Renton L l"M.Ne11t SrrnOOb Ealiaws Estimate HIM SAM Merlptim Unit Est. Untt lid k 1` Quantity Price Reenact IL Cd o Ws TM 11 Each 7.00 1200.00 1600A, w Catch hats Type I Each 1.00 900.00 000.00 17. Concrete Inlet Each 16.00 a00.00 9ow.00 IL 121 Slwm leeer Pip Dual Feet I,2A3.00 19.10 1734.00 It. 1" stare b w Pipe Lineal Feet 273.00 12.00 1276.00 k 20. 1" BNerdrais Pip Lineal Feet 320.00 5.00 1600.00 S 21. Reserve Brabal fw Trusts lacefill lees I,500.00 12.00 11000.00 22. Combat Concrete flirt ad Buttw Lineal Fast 3,300.00 6.00 26400.00 for Asphalt Cmbcndt Alternate 23. Intepal Combat Concrete Curl, dw Lineal Feel 3,300.00 6.00 19100.00 Centel Concrete Alternate 24. Cement Cuscrete SideealE Sowers .vd 1,868.00 15.00 28020.00 25. Combat Concrete Irivusay It'I gmare Yard 109.00 20.00 14100.00 26. Cement Concrete Drivemay 110' ) SRm. Yard 14.00 22,DO 3".m0 27. off Chair Rap Each 9.DO 200.D0 low.00 20. Alley Entry 110"1 Severe Yard 127.00 25.00 3175.00 I Datt:. 16-Apr-17 .''ly of Ant" . Deeartmmal at Eapnerin9 Pa6a 3 h/ total Pay 27, 1917 City of Aeaton 1. First At. Strait Iproveeonls Upstairs Estimate ]in Ws Itscnptln Limit Est, Omit Sad 1o. 111. Durl,tt trice Aeent 29. CraslN Surfacing Imp Courts for tons 2,310.00 10.00 23100.DO Await Cmmcrets Alternate 30. Cr " Surfaclof 7p Corse for lot 1,160.00 10.00 11600.00 Cutout Cmmcrets Alternate 31. AgMll Irusted am IKIYdIp Ine 1,211,11 15.00 /S 5o,* Pavlof Ap6all for Aplait concrete Allraste 32. Asphalt Concrolo Paving .lue '1 Ions 1,250.00 33.00 43750.00 Inclails Pavlof Asphalt fill Asphalt Concrete Altroato 33, C000et Cmcrelt Paving 1"ay, Stuart Yard 7,260.00 20.00 143200.00 7" Snclio, fr Commit Cncritt Altrnb 34, Aascolitsoous andlr Stationary Iona 100.00 90.00 B000.D0 Awalt 35. Ro,wommt, Mmaummnt Can tool Cover Each 4.00 150.00 600.W L. Top Bull, 24WY Ain Cubic Yards 111.00 I5.00 2105.00 37. Said Stuart Fell I5,290.00 P..50 76E5.00 36. SW Vol Cup So 1.DO IOODO.too 10000.00 t. . ✓ S 5 59. 7raft.t Coatral lump Sue 1.00 5000,00 5000.00 Sollatal khaki, .. A.. 634219.00 ! less Itemm 3, 23, 30, and 33 .36,600.001 Total SchNalt 'A' Asphalt 427,419.00 � i 9. Date, 20-pr17 --`ty of Amato . D"artonat of Epuewlnd "1 Pap 0 , lid Way hap I7, 1997 City of Rot" V. first it. Street Iprorests 6pisoers Eshonto It"Ir$ leun9tiw Oail Est. unit lit As. NO. Ouhelltv Mn Aront hehlotal Schedule , A' 630?19.00 Less Its 2, 22, 29, 31, ant 32 f170,732.001 total &helm!@ 'A' Concrete 463,117.00 KNEW , I" 01. Consul to EustuO Iktr@ Truth Each 1.00 500.00 500.00 E1he 02. Ase@ ,ad D,sphe of EnetuO Each 3.00 2e0.00 601.00 Nuholes 03. 1" Shelter, S@mr Pipe Lineal feet 951.00 60.00 34040.00 06. 6" 5ae,try Sew Pape L,aeal Feet 319.00 10.00 6710.09 05. 6aa,tary Sew AheOele, 11" Each 4.00 IW.00 4100.00 06. 1" r 6 Ts Each 11.00 40.04 560.00 - 07. Bak Am Eruel for Trench Ts 1,525.00 7.50 11137.50 t 2 lachf,ll s ! 01. T.V. Inspection Lump Sue 1,v INCH !000.00 SW Total Sahodule -5- 63117.50 0.11 Sales Tax 5,f61.12 t Total Schedule " 1'- 61,1:8.61 Mew I C" , 01. Tronck he lacEf,11 lineal foat 2,I46.00 5.00 12230.0 j 12 li it x 30 Deep 02. Select Trench pcEfill Toss 110.00 11.00 1210.00 r r a Wlu 21-pr17 ty of 0wlnn . 0eparteeat of Englnering Page S Mel Metal by 17. 1917 City of Wlw s. First it. Street Iieroveeeets Engfawrs istleete Item Ws Description Unit Est. Unit lid k. k. Quantity -rice bwnt 03. Light 7011 foealatiw Each 11.00 400,00 1100.00 0' Iwp a a3' 1g. r lt& N. service Wish famatiri Each 1.00 150.00 150.00 2' 1" a 2' h. or Ou. 05. 2' PVC Coodull LInea1 Feet 2,250.00 3.00 6750.00 khodele 40 06. 3 , PK CeeMit Lineal foul IS.ao C.50 s: 5V khakis 10 07. 3" PVC Coakit Lineal feet 365.00 4.00 laa. 00 &kwle DO A 09. Jeection Maa :.sige 6 Exh 10.00 M.00 2000.OV 09. Jwctiw lot seecga ..C. Each 12.00 600A 6100.00 10. Cwcrol9 Lighting No Each 11.00 75.00 525.00 7,131/" it. Light Standard hluainu. Writ Each 11.00 1200.00 13200.00 style 30' konting (Night y 12. 150 Salt 1P Sadism Yaw Leeinaut Exh 10.00 250.00 2500.00 ad Law 13. 150 Matt MP Wiu Vier Lwivalre fah 1.00 300.00 300.00 eed Lapp */Photo Coll le. Service Wined 'VMS III, Single Each 1.00 1600.00 1600.00 Phase 15. 11 005, 7F10 Copper hire Lineal feet 105.00 0.70 73.50 16. N Iwo Cappr 1&ouwl L:neal feel 110.00 0.e0 11.00 F Dated 211-tyr-67 �tr of Rmtm . AeparfmAt of Engiaxnnl pee a old data May 27, 1987 City of Advice M. First St. Street loproremasto Enicoserd Estimate Itm sus Dow l Attm Ont Est. Unit aid NO. No. Quantity Price Aesmat 17. 910 AOS, TM Caper ihre basal Feet 4,290.00 0.53 3461.10 0 16. 114 ApB, TOM Copper Airs UwJ Feet 600.00 0.30 100.00 (Photo Coll) 19. Street Eight Fees Ail Each 22.00 2 ..* 350.00 20. Street Eight Splice tit Each 16.00 :5.00 :00.00 Total Schedule C' 561011.10 total Schedule "A" - ApM1ET /427,619.00 Total Schshls ..A'. $61,170.62 Total Schedule "C" su'lN M i. Total All Schedulee - AIHIAEI 1352,6R.32 Total Schedsle "A' COAGIETE 1463,417.00 Total Schedule "S" W,070.62 Total Schedule "C" su'lb." Total All Scheduled - CMMTF 13N 551.52 _ 1 { I (' ® (Non-FNIYIOny) CITY OF RENfON CALL FOR BIDS ' n/ /sr. :rne s e T g w,q verrr Avt',t/• 7b /''+4A A:Ave? s Tf's'e e 1 Im/a.•eue/am s,-r4s Sealed bids wi.1 be received until 2:30 p.m., "C7, L /9$ 7 at the City Clerk's office and will be opened and pu c y readn t ft�r conference room, Renton Muni, al Building. 200 Nill Ave. South. The work to be performed within 7.6 working days from the date of commencement under this contract shall include,but not be limited to: G ✓`jresT r^'rYlit�S,.Aj6� �^ �nvi�I..s� /i mey�r / dLt "OX04- y I��'O^^a"OcGva.rJL> ylarCu+b �'u.�e%slca�wvJlcs, =�++� �/^. r.Jpa+P�iYry /.ore,✓ a✓7 7. l»� 7��1C+�Ldp�n�� 4,j of G eytif.fsy . This wo�•'E ine/ue✓ss .Sul nod /�ror�>i'O/ '�5 /Z50 Tono cc B 4SOA&/4•, Sao* ( 'c" CH�f.*ref/h'1 Is&& Sy- Crn.c'e.N Tn/i wmlti lsb3 /i 0-1/2"• -, vm jjroin2 95/eAr L—V*" Aw. ;e"N 0-,W as s /.Ge.f �.f.� .n . *s,79* esLo. 'ryy{s1o�ne✓ - The City reserves the right to reject any and/or all bids and to waiv all informalities. Approved plans and specific, .ions and form of contract documents *my be obtained at the Public works Department office at the Renton wun.clpal Building for a non-refundable fee of S 25.00 each set plus S 3.00 to ca.er _:..: postage, It welled. A certified check or bid bona In the amount of five percent (5B) Of the tital amount of each bid must accompany each bid. The C!ty'a fair Practices and Non-placrimmi,.natlon Policies shall apply. MaxineE. Motor City Clerk Yybllahe0: 5, 19141 Record Chronicle: March-11 and -t"999 Acct. #51.226 �el b7ay 5 Jgt7 Daily Journal of Commerce: and 44-,-1981- 1 t 4 �umv�rrA✓E ti: 77J A,gRc �✓6.N. ^.. �Ti'cGE r „tM�,rpy5,tlC.vr The worms ~Olveol e,',C.- Ar 7cr n1 0>< i l �heui� �� re ,cldn.r 1, ;a -�O i�c/u� ,6uL /lO sL �isP- Yo •F'<„oua/ o� e-rir.-�i.vc/ i-txrduisy oro' .�s //..i�cU4-6 9ci r"4"� s�dc.ra/es , ��o,-•>, Oro�n a...�o�y - SawC.� p�icJ.•q,�,i SJs i-es>< C,e�rh�iJ��J Ord .^ 5!Ji,7 JY/�sG `R^iii-ril-Y� 'fjp�// F>C O: Any contractor connected with this project shall comply with all Federal, State, County and City Codes or regulations appllcehle to such work and perform the work in accordance with the plans and `.oeclflcati,ns of this contract daoament. I i {. u.yT. . . 1 t�srG/.¢L �/-OVlS/G�S ,� cow�roGrbr �l�a/i f�c r�c��..ra� -�o >�rrrnis /�C�rt�D/ldl�i/lne�' /fJllJrio.� �O Co/�•,n��•leC�.y� a� J•tf�r,� , lh..�p/Ou��OG o>l btrl-Jr,�• i Me aver✓'t 1.1✓o/,-e41 42,dr ec X !t �o 4J /J Sfvice,14 frvrsa ur.�et>� sire rt/ fa /pork- 4ye. n/. 6ntV.$Pu /0luJo/fit/ pO,,vJtn�r6-rs � Se.•6/awl� 5Tr! r�►'� �CJrn / / 1/a"GCIY74r7T of 1-0I.40) FIELD OFFICE (NEW SECTION) The Contractor shall provide a clean water tight field office with hest, electric lighting, electricity, telaprons, a 7'KS' drafting table, drafting Stool, all weather automobile access and parking 1, a central location oil the job site for the use Of the engineer and his representatives. The Field office Shall be large enough so that up to five people can gather around the drafting table to discuss project matters. The contractor will provide access to the f field office during normal working hours and other times to be specified by the engineer. The contractor :ill not use the field office for the storage of any materials, equipment, tools, or supplies. 1-07 17 1n er round gtllily Location teration and elevations OF existing utilities as shown on the contract drawings are approximate only. It shall be the Contractors - responsibility to verify the exact location and depth of all utilities prior to construction. r As part of this contract the Contractor shall be reOnl red to expose all all littes that appear to conflict with the proposed syorm drain prior to constr¢tion of the store drain. pll city owned utilities conflicting with .he proposed store drain will be ad4!usted to grade by City Forces Or by the Contractor via s change order. All costs associated with ,,posing the existing utilities shall be considered incidental to the project and no further compensation shall be made. The Contractor is cautioned thst delays may occur due to utility relocation, or .a' istathis •nd should be considered as part of the Contract sake. ." No a-ditional compensation shall be ude due to delays caused lity adjustments. •' '"._ ,q;.— t A_ el ;A _ v r f^ l YI Y l+S R } ar .r r r i r 1 w 111y' 4 m 7 Si t C A 44 tRf. �'l.4TERiALS11 ( StIVPC-E^BEN/4L. SG'GT/O�! ��E.•TL^. .J.7"GG/ O✓ `;�'/,l�ir>Uir'7 /viN'G /s U31 �q SGc-/rc» 9-as. d-CJ 7-0. (0 B /?�� B iv6 5ur��cE, �E�iT .s ct/oc11 I We mod!{ �p �A✓7RVG� 17/F /��ia// � �l.�i�d 7-17,-3(Z)(� f�eWEC Z.1"V Where shown on the plans, the contractor shall be .'equlr*d to core-drill ll-drill the exl;tin: concrete Metro sewer trunk and Install a positive seal gasket conforming t.• Metro specifications. Refer to date sheets these specifications for types of seals requlred, or approved equal . The contractor shall submit a sample of the seal to be used to the Public Works Dept. for approval prior to Installation. The unit bid price for "Connection to Exlsting Metro Trunkline" shall be complete compensation for all labor equipment, materials, fittings; Including core-drilling, ccnnect� jn to Metro trunkline, backfilling b compaction all In accordance with Metro requirements and these specifications. No further compensation shall be made. NOTICE: The contractor shell be required to notifydbiawmt Mr. Jim Hawthorn of Metro (phone 684-1303) shall be notified at least two workin days prior to construction in the vic- .. .. .�. iniLy of Metro's inch diameter Eastaide Interceptor, Section 1 . 7-1h� Z� Sick, ��wE,C: CaN.c6F<�n/s ���,vv���✓EVT.tG .�SC7,ts.V, i Tees shell be Installed where required to Intercept existing sew-.r stubs. The Contractor shall be required to remove the existing sewer stub to the right-of-wa, line and Install a new 6" stub and cleenout as shown on the plan. The unit bid price per each Tee shall be complete compensation for all c labor, materiel , fittings and equipment necessary for complete installation. The unit bid price per L.F . for 6" sewer pipe shall be eomylete compensation for all labor, materials, fittings and equipment necessary for complete Installation; Including excavation, bedding, backflll , placing Piro, including connection to existing side sewer, Instal lotion of cleanout, and removal ewMmoqplieffAMMMW of concrete curbs and gutter and sioewalk. No tunneling under the curbs, gutters, sidewalk or driveways . l be allowed. I — t # 74pic S/GC,r-p _'L •�cue�.n etc Uoa fc Oawl f' ,.>7«�', r„c, y�ln ,� ,r. • rm�e .:.,m p ,,,W.w3Js`p„ u1«a'A�u&+Rar�v M -.r.�,. ?..vak� .r�wz^� .i:rJ�.t, ,kYa,.ex n,+�Y:'y+ d a F_ r# r 8 ;m c� fri�w G� �/Q�tuJ w� �./ p'ri u s c.✓c�-rr 4n/ ",' i;r !o%✓fir si,o // �e r:.�,sidc,•c.� } li i T. PACKING SLIP OFF BROAUVYA vnnurtq aaridA,btitnvy Co 2400 10th AVE E SUM VA U102 . (tos)0094999 ACCOUNT: INVOICE/JOB/: 1 V a _DELIVERED BY: DATE/TIME: . Jam/ ' 9 JOB TITLE: /f/a QTY ORDERED: 3T QTY DELIVERED: 3t .4 DELIVERY DESCRIPTION Total M /Cartons: Artwork returned: :X (check) art,n#i Qty/Carton Description of item X- E� /1Vr- a/ / otal I Total I Comments: oq 5- _ I Received by: - r ,4�,7 Date/Time: P 7 A ii. y `1 i ♦ �•a+d �� 4JP'+ �"�'` ' � � ' 1 Y f° rSPEED LETTER 1 DATE: / p s s 8 2�sr u i k rJ. e t, v k S t Y 1 - r J t� Immix m+ '"1. ^ gaCnaw�w� dy c 4 m k h:+Hn Ww+ a nkiA elnm+mN x u �S> „�`'a�n .c1-u.: OFF BROADWAY Prvlmlq and Publithir(g Co. 2400 ION AVE E SFAMI,VA 90102 (206)329.7"9 PACKING SLIP ACCOUNT! [_iT� O F .c hAl7�.d INVOICE/JOB#: ,C- 51.42 c53 DELIVERED BY:7,�., DATE/TIME: 7 JOB TITLE: T,e.+ws issio✓ /%oi,✓ QT' ORDERED: QTY DELIVERED: 13 " DELIVERY DESCRIPTION / Total OF /Cartons:_ Artwork retu ned: V (check) 1 arton# Qty/Carton Description of item Total # Total # Comments• t Received by: `(• _,. Date/Time: g 1 t i YT* d.( . � r � .� � e .r .y " :gaai .Oi-+ir Ifk * '4 I,�i z- "Its t OPF BROADWAY Pnrttu g and Put.Ja&%,Cu ` 2400 IOth AVE. E.SEATEIE.WA 99102 (206)229-79" Mf r� OFF BROADWAY PRINTING d PUBLISHING CO. MEETS THE- DEMAND OF TODAYS CRITICAL MARKETPLACE. SINGULAR IN PURPOSE, WE FOCU` ON MERGING QUALITY,VERSATILITY, AND TURNAROUND TIME INTO EACH JOB. IN SUPPORT OF OUR CLIENTELE, WE OFFER SPECIALIZED ACCOUNT MANAGERS T() ASSIST WITH ANALV ZING INDIVIDUAL CORPOR- ATE REQUIREMENTS IN THE CONVENIENCE OF YOUR OWN OFFICE. M.� COMMON FORMATS f. MANUALS NEWLETTERS DIRECTORIES COURSE OUTLINES ADDENDUMS SEMINAR PACKETS yF= SUPPLEMENTS SPECIFICATION BOOKS HANDBOOKS PROPOSALS/REPORTS VARIATIONS AVAILABLE QUALITY SERVICE IS OUR BUSINESSI r a` GUARANTEED DELIVERY TIMES INCLUDING FREE PICK UP AND DELIVERY. 24 HOUR SERVICE AVAILABLE i t i i i ` SPECIFICATIONS . FORMAT OPTIONS: 81 X 11 BINDING ON THE 8} SIDE 11 X 84 • 11 k .'k. <.y 8} X 5; • 81 S} X 81 S} ' . .. 81 X 14 84 ' c i 'N X 81 14 • ' VARIATIONS IN FORMAT AVAILABLE - ARTWORK SPECIFICATIONS CAME.ZA-READY ARTWORK REQUIRED REFERRALS FOR GRAPHIC SERVICES ARE AVAILABLE a BINDERY COMB-BINDING THREE RING BINDERS STAPLING SADDLE-STITCHING COVER STYLES PAPER:SELF COVER AND SEPARATE COVER THREE RING BINDERS:VINYL WITH SILKSCREEN OR VINYL 'SHOWCASE' BLACK INK DUPLICATION,ONE OR TWO COLOR OFr5ET,OR SILKSCREENED TEXT BLACK INK VARIETY OF PAPER STOCKS AND WEIGHTS AVAILABLE DELIVERY GUARANTEED DELIVERY TIMES WITH FREE PICK-UP AND DELIVERY L� J t y WAGE RATES REQUEST FORM ( FED. TFS pvEs S<.RATES If/i YES CowrRLT. n l NCr}� Jv PNON� 235-7-& TITLE ear. NAY 73 1 2PD 01 ❑ ADAMS 17❑ DCUG AS 3J IQJf3 49 ❑ PACIFIC 65 U STEVENS r 03 ❑ ASOTIN 19❑ FERRY 35 ❑ 10TSAP 51 ❑ PENDORS-< 67❑ Tr 1URSTCN 05 ❑ LENICN 21 ❑ FRaNKLjJ 37 ❑ KITT[TAS 53 ❑ F64CE 69❑ WAHgAKt1M 07 ❑ CFEI l 23 Cl G4RFETA 39 ❑ KUCKITAT ❑55 SANJUAN 71 ❑ WALLAWALLA i..., 09 ❑ CLALL.d 25❑ GRNJr 41 ❑ LENS 57 ❑ SKAGIT OO WI-KTCCM -.s I ❑ CIARtC 2.7❑ GRAYSWiRBOR 43 ❑ LNCOW 59 ❑ S"AMANIA 75❑ WFUTMgN 13 ❑ COLUMBIA @0 ISLAND 45 ❑ MASON 81 ❑ SN01-101 13H 77 CIYAKIMA 15 ❑ CUMJTZ 31 ❑ JEFFs:GDN 47 ❑ CKPNDGA4 63 Cl SPOKANE 99❑ ALL(Except Hose marked OCCUPATIONS FOR STATE WAGE RATES FOR ALL CONSTRUCTION OCCUPATIONS FOR FEDERAI WAGE RATES FOR HIGHWAY CONSTRUCTION 110 0 Asbestos Workers 310 ❑ Insulation Applicators 630 ❑ Sheetrnetal Workers 030 0 Boilermakers 330 0 Ironworkers 635 0 Sigo Men-Electrical 050 O Bricid 3yers 8 Marble Masons 350 h(Laborers 640 Cl Sign Hangers 8 Painters 070 0 Carpenters 370 ❑ Landscape Const=wn 6 Cone.Men M'0 Cameram"oft 390 ❑ Lathers 650 0 Soft Floor Layers 100 0 Communication Tech. 430 0 Mason Tenders,Hod 670 0 Sprinkler Fitters-Fire 4 110 0 Divers 3 Tenders Carriers 6 Mortarmcn Prevention 13013 Dredging Workers 440 0 Millwright S MacLine 710 0 Sun Screen Installers 8 Erectors Window Tinters 140 0 Drywall 8 Acoustical 450 0 Painters 720 b Su - - 150 0 Drywall Finishers 490 0 Plasterers 7" xToartgtara' •, 170 0 Electricians 510 0 Plasterer Tenders 770 0 Terrazzo Workers 3 230 Cl Elevator Constructors 530 ❑ Plumbers 8 Pipeiitters Tile Setters 250 0 Fence Erectors 8 Laborers 570 Ok Powar Equlip(W 790 0 Tile,Marble 8 Terrazzo 260'*FYpglsq 590 0 Refrig.6 Air Conditioning Helpers 270 0 Glaz.ers Medmics _ 820 O Traffic Control Stripers 61C ❑ Roofer6 V'aterproofers 290 ;' Inland Bnalman 620 ❑ Shipbuilders 6 Sh; 830 0 Well Drillers and Repel,.. rs Irrign:on Dump Irstallerss NOTE: See insth coons on reverse side for request,,Federal Wapa OOT FORM 221-008A(X) Rates for ccntracts that Include budolmg COntruclon. i REVISED 7r86r SIDE I OF Mc� li r.� ie�r b1sA 26 F 11987 F . FEDRATES C YES OCCUPAiKM FOR FE DERALL'FOE RATESFOR BILAMNG CONSTRUCTION 33 *Except with counties 5,21 and 77. N n, 850 ❑ Asbestos WOP.ers(BLDG.) 910 ❑ 'ainters(BLDG.) 855 ❑ Boilermakerr (BLDG.) 915 C7 Plasterers(BLDG.) 860 ❑ Bricklayers;Marble Sc'ters r 920 ❑ PA;mhers(BLDG.) 865 ❑ Carpenters(BLDG.) 925 ❑ Roofers(BLDG.) 870 ❑ Cement Masons(BLDG.) 930 ❑ Sheet Metal Workers(BLDG.) �. 872 ❑ Drywall Finisher s(BLDG.) 935 ❑ Soft Floor layers/RLDG.) - 875 ❑ Electricians(BLDG.) 940 ❑ Sprinkler Filters(BLDG.) 880 ❑ E'--v"n o Technicians(BLDG.) 945 ❑ Terrazzo Workers:Tile Setters(BLDG.) ` E85 C Elev3tx u.e:4fanics(BLDG.) 950 ❑ TI'e,Marble,8 Terrazzo Finishers BID(3.) 890 ❑ Glaziers(BLDG.) 955 L 3 lands::ape Construction(BLDG.) 895 ❑ Insulation Apprlcators(BLDG.) 960 C Laborers(BLDG.) 900 ❑ Ironworkers(BLDG.) 965 ❑ Power Equipment Operators(F.LDG.) 905 ❑ Lathers(BLDG.) 970 ❑ Truck Drivers(BLDG.) I p FEDERAL WAGE RATES REQUEST INSTRUC11ONS: 1. When the contract includes federal) funded highway and building construction,Y 9 Y n9 request the State and Federal rates on iron(of this form a5 well as ihQ above FEdQraf rates. NOTE: This option requires two computer runs. 2. When th a contract inchvl only federally-ended building construction,request state raleu on the front i this form as well a:the aoove Federal rate;. NOTE: This option requires two computer nuns. 3. When file contract includes building constructioi in the Counties EXCEPTED above,* 1"sderal rates are obtained by subminng a 308 form to the J.S.D.O.L.Washington DC. Request sta rates from the fror,fri of this form. e 4 f DOT FORM221-008A(X)REVISED 7 SIDE 2OF2 186 TT i - �.e... .....5':.d::w+ 'ti.:.r. E.a•.:.;" ':,.;.a.... - aac+'cos.`i.« ;.. _ -:_ .,.rvfiw":.Y,.�kwm7 q. h..;�i,'s. „*, �'r�r?+�%Aa•evi3 in-'cM1nxAaS`7Ye^W{'7 4 � . ,,,.k.A�r '"'1^-�-�r' .; • � nv�fw�'uc ,�* "v.:_ N�"`��.. a°I° `^M t r; 0.OJ T 0.00 T t P 1420•u0 t' 1,2 10-JG + !z$1 41 J0.Oo a 150•JJ + 11100.OJ + 52.50 + dtdO•Ou + 4JJO•J', + %d10•uJ + d1S•0u + 142 J0•JJ r ja JJ•00 + 3 J0.0: + 7J•5u + 44 •00 + 446 e•40 + Id0.Ou + 550.00 + a JO.O. + L3u0•JJ + 5 1d6.9u T 4 ' O.Ou I i i I PRO-.i No ist Sl- . Improvements Burnett N to Park N-Specs, i TC�- SCnEIJUL OF PRICES � T' RT}{ mus S a., item, ail erersions and meal a.�ane of bid e be shove. Show unit pr_ces wards and .1'PRO%. in boe7 ti guraa and where enn1L'c. occurs Le writL•.1 or tpped words shall 7revatl.) - ITS_ ' N0. ( Q(,'.j.VTI:'� M ^`iTY UNZT YCIC_J BID �n_t 7r.ces to be wr ''RIGS AN.OUYT_ ^a zn words, DOS..::.?5 CTS. COL'.ARS I21/�fG(F T4ENc" d f3s+cKciLL CTS., /Z'AVID-- x 30' Ei' 6- O° I/ZpZ3al °� z• Ho To,j -SFLEc TT CXjeg �ACI«!LL /� °O O °o 3. �/CrL1EEP X 3'SQ °R Di a. 5/DB °p /r IlDO SE�ViCE C.9BivET Fouvb*Tioti/ 2 D L X 2. sq S. 7 5-0LF Z" R"C CoAIDu/T SG/IEDULE 44 LF 3"14{YC C,0AJDN/7- -5c)IEDNLE 7. 3to5 LF 3"PI'C CeAJDu/T SCNEDNLE 80 T oO /,5/ln0 a. /oEA. �/va/cTo Box 7)E5/GN "'5 200 °0 7yO0d .o y' /2 Ell. -luNC7/ot/ ,BaX OQ00 7)ES/4::Fn1 "C " COn/CkfE PAD 14WIA16-- 7S °0 8z5 eo 7 ' x3, X 5/ " A //E<J. I L/CrNr STi4NDHRD /2oQ °Q co ALaM, Z)V✓/T SISYLE' �3,Zo0 3o' Nomvn ler #ca;#T 12 /o EA. /5o N/Arr HP 2 n, Z Soo O 0 .SoDIa 4 (/Aloof l3, / ER. 5 D�a Al VlAPCR 30O .0 30D °O Lwnt(nlAioeF l• LAMP CELL- i 4 i� r � tie OF PRICES re Rl{ i Sr S� (Note: "nit prices for ell items, ell extensions and total e,o=t of bid mint be shcwn. She, unit prices in both words and figures end where conflict occurs t7t writt_ze or typed words shall prevail.) ITEM AppitOX. ITEM WITH UNIT ?i?C=D BID UN:' 42C' A:".0(7NT N0. 2 CUd2IT2T'i 'lrL': ?r_ces cc be wr_== in words, DGLL7..as CTS.I DCL2,1E5 C-S. / / EQ S6/C'✓/C E CAS(tiI ET e o e o T/PE j[I SINGLE OIMRSE I,CooO /,Lv00 ..:_ /S. /OS ,LF #f� Al✓G T'ww ,70 73 .Sb COPPE ARE /w. //0 LF #g BA2E COPPED $ (c„eaNNa� !�0 . 5�5Z .. /7. G,29B LF #/O AWG T/i/g/ SS 3,v103 10 LD'44diw W/"t /81 boo e-F 9rt/G, HW .30 /80 00 CO/'/�ER W/RE (PHOTO CELL /9. 22 FA. S77'eSET LiBf/T 2 5 °a 550 •° F/1SE �/T EA. -67yPEE7- L/GNT 06 00 //00 00 Sit-/CE K/T Z/ 1 S T"/ F/C CONTROL— /,000 /000 PieOJEC T S7,l88 '90 7 ,07 _ i ' - . . 41 SUMMARY OF QUANTITIES A14A77i i,= s77¢E�r ITEM TOTAL UNIT ITEM ! NO. QUANTITY I LF BENC HACIGp'ILL IZ"h'/DE X 34 DE>eP Ta e( ELECT PEW _ Ac P1�-L EA. F"%Jv Tow PEEP SE2✓AGE CABrNET FAO Mn1pAT DnI Z' DEEP Z' 54 oK plq I - ZZ b LF Z" >'��- GorJ ul CNE NLE 40 K�-,?"9:. ( IS LF G CewOu 3c- EDuLE 7 3o LF ¢O 1 I 10 EA. JL4A1CT/0N gn E5J&W "$" / Eq. JNNCT/O o DE5 rG r ETG j /GNTit/ WD X ' // // EA. L/G T A/✓OA LUM DA✓ T STy�LE 30'Me4NTi G NE/CANT 1 /O EA. /SO AT /1 So Diu VAPo L4M/NArRE LA P "+��•- EA• /5o A H• r A OK L4MrN rQ L P W P oTo ELL I 3 '>�:� / / E -SE ✓/CG CA /✓ T P'E SINGLE PHASE /O LF AWG TH COPPER aPE � //p LF #8 BA PPER (6ROuvD I 1 . Tlyw COPPER n/ E / DOO LF //F T COPPE W/ E PNo Te CELL / ZL EA. ST.PEET L/L41T FUSE iY/T r 26 Co EA STREET L 'GNT SPL/CE K/T Z/ ��— LS TRAFF/C ON L 5a> .y K yr. -- 5cNE0u46 B S,qn//T.q.eY Zg rWjr,¢ SCHEDULE OF PRICES (NOTE: Unit prices for all items,all eztentions and total amount of bid nu st be shown. Stow unit prices in butt,words and figures and where conflict occurs the written or typed worts shnll prevail) ITEM APPROX. ITEM WITH UNIT PRICED BID UNIT PRICE AMOUNT NO. QUANTITY (Unit Prices to be Written in Wards) DOLLARS CTS. DOLLARS / Couv�,r ro ,rsrr / MET/GJ T$Tir'Lt GirJG� c �U �Oc7 . 00 E/IC.Y ✓UO — 00 z Of' E,r/STialG .L>a,:l�✓!ts 200 o� (DUO �5 3 1 " rk>ry --wear - .Pe 40oa 3B04,r0o� �7 Q 3J� Err ":aprtitt]ry ` .�,Gr Pick-_ G�QD 6,7800 {rvr( .v.,.' rl d.r Fw la �4y�� 5 4 Mcinncle - stdi 4a' d+ 1200'1'-II rr 4 SOO- c0 FACtj T h 14 g, X G„ Tees ¢Om - gd000 _ ALH _For+y 'Dollars _ 152fj F3onk tun Grpv®J For -75p 11�75 0 7 'trench P✓aGk.{ill 'TVry `7®ten and_F�{fY O�i7 / <J..Jo qf ' MnO:] __ VV�7 �l1 ^Lblr�r�J 69l 7f8 d 1%�IeSToX Sj I b I I6 -- - 7eyei ��rdk- B l✓df8�9 L!r t a TTT Y a Y- . �.'TCEE>' e SCHEDULE OF PRICES (NOTE: Unit Micas for all llenl, till extenlirar.e and total amount n/bld insist be. Shown. .Atom unll Prices In Isdlt 111nrflt and lillmen said it-hem _ conflict occurs Ilse wrillen or I)'M'(i words shall pmwnl.) ITEM A2PROX. ITEM WITH UNIT ?RIC=D BID u NO. IINIT YRICE 'V.CGNT OUTNTITY Jrtir Prices to be written in words, DOLLARS CTS. DOLL.IRS CTS. 21/S/GLF TRENcN ¢ fjgC��ILI_ S 100 /Zz3o i /Z'/✓/DE X 30, DEEP ToJ .5ELEcT TkE?LJCN °D j�AC1LFILL Z14N7' SOLE CNN Da77oN /� °° °° J SE.e✓/CE CAl9iNET FO4N1>007-119AJ °O (SO 2'j7Eav X Z' S!Q °R DIP 2" FYC C.7n/Du1T S. ZZSoLF SCfICOcfLE /.�v 3 00 6,757) .o fo. /5 LF 3P�C Co�DN/T 3 ,So 5L So scC ICDNLE 4eo 5&5LF 3 arc (fONDw -- -/1 °° 1 . . SC//CDNLE 80 11160 8. /OE.4. DO CT./O �o� 200 °° g000 •o DES/CrN B" JUNCT/vim BMX ,�/00 °O 1�800 •` { /O. // EA. ConlCee PAY /`rNT.ol/Cr 7S .0 8Z eo 7 ' X3' X5/ Z/CrN7- STANDAR-D 2O0 °° /3,Z0o °o A // E/1. ALNM. DA✓/T STYLE / 30' NouNT1NCr NE14 -F /Z, /D EA. /50M,14Tr //� 2sp av 2,spp so 50F)IO M kl,4 L4'*1✓41e 4AOff /So 4/47T APR 3 00. " 3 00 5°n/IA Al 1 LuM1�JA/eE $ L,4M10 V�//°N°To CELL. Y r,t n t. wjw ,�cMEDv' E G .r2EET L.�Gh T/N/� y SCHEDULE OF PRICES " (NOTE: Urdt prices fur all ilenrs,rill raterrtiona mel total amouul of bid ralrct be shown. 9101%,I11111 prices is both "'olds aad/ipures mM where p cm1(licl occurs the we left or Ipped words shall pre,10.) qit ITEM dPPROX. ITEM WITH UNIT PRICED BID UNIT PRICE MOUNT N0. QUANTITY Cnie prices cc De Vr Words, pOLL 425 CTS. gOLLaRS C-S. SER✓/CE CAgWeT U .0 0O 'TYPE - , SI&WLE PHASE llcoo /(c0o /S. /05 L-F #4 AW6 T11W ,70 73 .sue CDPPE _ IyRE /4,- /%O LF 08 Bs1o2E CG#(ZOMAJ DD /7. G,z98 z-F #/o AwG -r114 ' SS 3,�103 •�0 /8. doo LF #/� Ar✓G, THH' 3o 180 00 G'OP/°E'< 4✓/RE (Pf/OTD CELL /9 22 E4. r� 7;r,!5ET L/BHT 06 Oe /750 .o Fl1SE /T EA S'Ti�EET L/GNT 25 4(00 .a S'PuCE KiT Z . ,000 PRO,/EC T" 57,l88 90 T T.4L_ 57, 18g,9� i k i SCHEDULE OF PRICES (NOTE: Unit price.,for all itenis, all eatentims uM total amount of bid nnrsl be sinowa. grow unit prices is bolir mordt mxi cord where emnflict nccurs lire wri(len or typed words sholl prrvail.) ITEM A"PROX. ITEM WITH UNIT PRICED HID UNIT PRICE AMOUNT NO, QUANTITY Whit Prices to be Written to Voids) DOLLARS CIS. DOLLAR.. CTS. r i i f r r �ryG ;�GN�uuLE i� � 704r.4L SC14Ei>uC—E C— a map _ t r r r: SCHEDULE OF PRICES (NOTE: Unit prices fur all items, all eatentiats am, totnl utnount or Did must be shown. Stow trait prices in both words and fipurea and where conflict occurs the written or typed words stroll prewtil.) ITEM APPROX. ITEM MITN UNIT PRICED BID UNIT PRICE AMOUNT NO. QUANTITY (Unit Prices to be Written in Wotds) DOLLARS CIS. DOLLARSi / G.'A, /11/OQ/L/-0'/iT/OAI u.y /PDAON/.fy �xG.v✓.APT/onJ Z 5b ZZ FbR.�IJPN.4LT G.f✓LNG t c 61Ci6 y.J2 .41- nwA?"AT6 500o Po�ow4y E.rc,ovvyiov � �� G6MEnlT C:1NC:Ki7L� GaBnc yae 4C-rffA2Xv A.r r /�—o o GRAVED e+DRh't7W ¢ TotiJ .. � g3o0 'f'EcsovE Erisri,✓G C�. -B S AND G u rrE.F c rvE�rc �PENavE �v/S7�,i/G �oNcr.EIE � /Bb 8 �/DBH�RiLC ti 385 O MO✓E ><XlSTi,V6 CbNCecnF 59o.�a�Y92 20 7YAW Z 56�v � G eNn/i�Tro.J EHCN• 2 /NGN Q/AMQTEG' go .40✓41sr wgT�R e6T�E /O 40Jus> b,14e ✓G Pox i` : 1 `GNP /toov .V4 SCHEDULE OF PRICES (NOTE: Vafl prices for nil items, all exlerlflrenn nrNI faint of hid mast In,slrmen. miniv urdl prices fit wit words(irNl ((purrs cuo whim conflict orcurn the writ tell or typed words shall pre#nil,) ITEM APPROX. ITEM WITH UNIT PRICFO RID UNIT PRICE AMOUNT NO. QUANI ITY (Unit Prices to lee 1Vritten In Wools) DOLLARS CIS. LLRCIS 9 .40.1arr A4.IN/IUG.dw �Eefn✓6 Sri ovv �] G,47CN �AS/'c:J TYjPF �i is Er4c N 1 Cp'1�N C.4s/�v TYOE I E'.gGN /7 / ((C yNCRE TE /Nc..w1 !g lwlGtic ^� e73 B/�,Ti TORM Sa/VEk �V�c' . • 3L0 4" UN.:>EiI�.E'�F/u f�Vr�E 7ZAJ s GEFtiNT C.�.vc.c/'Tt� J3oo •Qa avo G. 'r)-ow F'o,e ZL 43vN4c.r coA.1cQr r6. paw AL T4FRN4 r6 i G e - ,-_...._.. q' 5c�/MN�.i p ✓�/ 1577 ✓TocAF= T :IPO* 40 q v p S M 4 SCHEDULE OF PRICES (NOTE: ()nit prices(or all ilem.% (ill r,rlrn Qnns and Infnl mnonnt or hid rims! be Mloxm. 9101%, unit prlcrs in hrUi nvnds and(iourns mnl where confUcl occurs the nvrillrn ur;qw(j nvnJs shall prrwil.l ITEM gPPRU%. ITEM WITH UNIT PRICED RIU UNIT PRICE AMOUNT NO. QUANTITY flhdt prices to he miller in 111onlsl DOLLARS C15. UU q 7,o c lF"BNr I CONC,CC2® GuA',$) Fb/z r LAMEg(-`Y�7 CEM4NT rwviceer7B .4Lr&b107 /BF 8 C r6N!ENT t<O�./c:.Asl TE i 9 lxE yft t 707 c.E,>EN r can.G.e f rE u4sr yae C—tiAcw r CONGKdirjr-a o,PirE 2/ FAcN /27 4ccG✓ E/V7X`/ (/p") 2d '- 2l3lo c,A2 cafa SuRR0'411! c. iy ORS CouA3a�r ca.e i 7?9N avc�R' ..A;7 10 "m fir GOT' GEMEu+' TOAIf C.OMGAdI rE AIL ra,pN4 r.♦rr /L$O Asvir.Ic,- T,P61rEv B.OSE .VCLLiU�a/t: OAV/NG �¢3A�I,OL T �3f�NICr fe�A=fT6 rA<ViNG SL /250 GC.a3s 'B' .FNGCi✓P/n:� P4✓iNG •0s~44-r' Fo.e 7bh/ SPMKT cC wAw re ./ZrAW,9 7260 GM�/ENr Ca �A'ElE 4Y/N S.Y. FO,f Oe4jsf.N7 e-E+e�ee- E .iE.rE,e.va r,� I SCHEDULE OF PRICES (NOTE: 001 Prices for nil ffelns,till exlenli(ars awl filial ativalnf o/bld Inust IM sllolell. 91011' Illlif prices let IKllll 1eDnis film,rlflllr'e.s luid wbem callrbct occurs Ill? I•V'itlelr of I)Tled wntfls slllrll lll'f•14Iil.) l ITEM APPROX. ITEM WITH UNIT PRICED 97O UNIT PRICE AMOUNT NO. QUANTITY ((/ult Prices to be Wrfllerl III Wmtts) DOLLARS CIS. DO RR I"� /90 N9/XEGLANEDIi= .4�h/J OfZ # G?4i✓awar .33PN.aL.T TON �- tiit�N�/N/GN> ,'Vlor7u��FJ+i 35 G/h56 Aaia Go✓�,P EAcrd /57 roP -.S7 i1=- Z' WRY 94 w+L>XAW /S/ Z90 �00 37 F[d KrE ,'T i < YEY Gutil l-' 31 LvMtO rRAFFiG CO+ITKOL 1 lr 4N0 93 7b 779G .:.!-ffEUUGea i4� �T l 1., 110 wows^10.1 t J . � l o-ct•Y ccr�NT GONG R o'-• SCHEDULE OF PRICES (NOTE: Unit prices for allltems,all estentions and total amount of bid must be shown. Show unit prices in both words and figures and where conflict occurs the written or typed words shall prevail.) ITEM APPROX. ITEM WITH UNIT PRICED BID UNIT PRICE AMOUNT NU. QUANTITY (Unit Prices to be Written in Words) D L A ARS T -L Fh�c ,4sysacr conK��rhtr Co°"/ 33,�32 ' 77 c.y. P„thrl✓a _ G•Y. 33 0o f*GwaY+GFxrT/N6 cr.h+� G�_y/ fJv/J c,,,rrg.� 3 —!r-T �J79°= G �;3G g fJ'6MOV6 ExiSTM/!C re,i.tia 0 Y. f y/ �.Y. S -- �A , z zo U/47,W D 5-0 1 050'° cA %A JJ 90Jt/:,r WTI TE',r' ti/� e' _ 9 EA 2Z8� 6A /o IO .•/alU.Tr P.4f par 70 _n �// EA /IcA. X4 �A . 15 �Jtiss,r �� -s•►s:tty ,!F4 dF 61 SCHEDULE OF PRICES (NOTE: Unit prices for all'items,all e:tentlo,u a,,d total amount of Did must be shown. Stow unit prices in both words and figures and where conflict occurs the written or typed words stroll prevail.) APPROX. ITEM WITH UNIT PRICED BID UNIT PRICE AMOUNT .QUANTITY (Unit Prices to be Written in Words) DOLLARS CTS. DOLLARS CTS.1 ffFJ�lnvE A.v.0 h" LtxaTE I C_)00' e E4 AZ41e- A. 100' 0 c4rc" s 011AJ 235°°SEA � �. if, GO.tnV�G.T TIJ EX/ST/AJ�i K �A.Vs/OC.B 2rJ'9001 I d as EA IF& ty ov �A `�A. St2a�� (La5•G) 259%R '�jo, z43ea F / — - yo ,Bsr,VC .H�w/ (>fr.4rEC /SC.'Y� <.oi T.c6ti/cN B.aecF'icL. � /ON Q 70Mv 7aV Ci �3300 '70 .,Nc 47F 1 510!! .T a 7.-4.+.F rrrs e�r�S k4"�Y VA�,b+M Y L/ lift SCHEDULE OF PRICES (NOTE:Unit prices for allllems,all extentions and total amount of bid must be ehowm Saw unit prices In both words and figures and where conflict occurs the written or typed words shall prevail.) ITEM APPROX. ITEM WITH UNIT PRICED BID UNIT PRICE AMOUNT NO. QUANTITY (Unit Prices to be Written In Words) DOLLAR T ZZ /8/.8 cE<++�+�r/,wC:tETE = i ahact i 0jk-°/ Ig, 0002 r Y S-Y �z3 c�,t,E,�r cavice�T� So 10,041 P 2'- �Y 1 �-7 r p,f WfrE'6G. CN,14f. `-34O%A . I I:J J8 22 25 � Tali ��'.Ps6•tFsglcivG 10 o��N - ---'-- •c�ioeLVT G`ON6KFTC PRVFart4 '��` — 1 /0 04 yr 70 Ce -r C;r0 J 4-5,1 2tOa—aa 2G �2�0 , �,�•, � 7b^1 — I a 1 r 57 2/ 973� Tot, /v^VC/.tlielT"" NO 50 00 141 187 V is/ L90 soo - -- ��F L 00 TRAFF/t.���UZ 3� eo 5,()0010 4..42,97T e r J . vat I .. AL?�RNI�T� �S- � 3,�cl,►6s 8" ks>�+.��NG ��� �rzus++�o surtF. SCHEDULE OF PRICES (NOTE: Unit prices for allltems,all extentions and total mnovnt of Did .t must be shown. Show unit prices in both words and figures am where conflict occurs the written or typed words shall prevail.! ITEM APPROX. ITEM WITH UNIT PRICED BID UNIT PRICE AMOUNT i NO. QUANTITY (Unit Prices to be Written in Words) DOLLARS CTS. DOLLARS i 1 GL 'P'•r4)w9Y cr".vf7--10A1 7b#4 '• 330o r,�Gna+rG E.rrf/N6 cr..�,fj 4 A//v cS✓rrE� 65/pT 9 GF S /P�fo(ai /RGMOvi �:raTr1/B c -•--- _y 3rtJdFHNLK Y �4r3f�Q°O (� c'"eai>r.•e >/c f'di,i,.,� '7 5Y t'LF (r A. -lWVFGTYOAJ •/A 4, � 3 z l•, o/ate. 35D=� ►,o�aa cA �p p .9[;✓u;,% WATE.e' til6/E/P Io f d 9UJusr ylLYti por £c, 7%ou �9 ��1. �!i/tIST MANOG�r Z--N 16r �A /eA SCHEDULE OF PRICES (NOTE: Unit prices for aliltems,all ertentlons and total amount of bid must he shown. Show unit prices In both words and figures and when conflict occurs the written or typed words shall prewl4) APPROX. ITEM WITH UNIT PRICED BID UNIT PRICE AMOUNT QUANTITY (Unit Prices to be Written in Wooft DOLLARS CTS. DOLL / fi'DtlnvE AM(� fcEGC.Y�tTE ,� �' GATe:.N BAsie,/ 64 Z�!2 ► 4io2 ti• li-,J�4 Goruvatr 7b �'xisr�,v�G. / --- Is G7tN GIN rYA[1T ,B"I 12 aI 5 M l I ail iN ryPc I - Boo - F�" e" •:ems s WAe rim -- 372.10 ' Z 1 0,i4 Ou ', ae• to 8,700�1-1 ltln/ fro �33°O GurNB A+vv �urri.P �`� C °o fl.P 510 G F s f W . i i +.a SCHEDULE OF PRICES (NOTE: Unit prices for allTtems,all e:tentions and total amount of bid must be shown. -Show unit prices In both worts and figures and where conflict occurs the written or typed words shall prevaiL) t ITEM APPROX. ITEM WITH UNIT PRICED BID UNIT PRICE AMOUNT NO. QUANTITY (Unit Prices to be Written in Words) DOLLARS C' qR zz GG.�6.vr CavGCam �3 'Zy U/Pwcr•,.iy �� 14��yY I `� ?�T�" �, 1 W/4QEL CNgi,rt CRIMP �/� , SJOB --, /GA L 310... _c.Qus.ati.J �4s4+.G1�nvG /O oa - LS Iry Cdc..ps6 ' 2 3t 100m TON TON 1250 4.5AW.#Lr r9WvriA� dossi ov -- ZG t$�'l? ri'.Ct.!/,L/NG 1,AI/i.0 Ce t. `s o_! a 27 i�Qrra/G !t' �H Ih-tcr •. ... e�P - /Ta r� 4 5. 750ae z� l 1, c'ivisv.RY .Asv.�.%�c r 57 �rraa °J73° Ar '9Sc .4 NV r OF colver'-e 40.4 TOP .;_ z' leaf y --- — �o i87 / fix _. ?�)?40 C>-e ' /F 3`�4,627