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Home My WebLink AboutWTR2700942 W-ATH ST UNION AVE NE TO ANACORTES AVE NE 4 1+ BEGINNING OF FILE FILE TITLE WTR l ave , w DSNS RV]IR,All (0m) STATE OF WASHINGTON I.." GVARTMENT OF SOCML AND NEALM EMSMEm B 4MATER BACTERIOLOGICAL ANALYSIS %AVPIF CO(IFCIION READ INSTRUCTIONS CN BACK OF GOLOtNROD COPY If Mstructlone M not tolloWed,30601,will be relected. DATECOLLECIED TIM COLLE TEO COUNTY NAME _ TR /JoAr ovFAR M W 111N4 AM PM V TYPE OF SYSTEM IF PUBLIC SYSTEM.COMPLETE. PUBLIC I H L-. n L F` ❑ INDIVIDUAL I.D. No. J l p S 4 NAME OF SYSTEM' 11Y 0� 1vEOrN SPECIFIC IDUTION YMERF MINKF IRPIOM w m,wwn� yyq�L ''Temt BLew GFE TAI SLED Al of 14* 4 Uwe' At Nb ( ) Z35• 26,% _ SAMPLE COLLECTED)•YP(N.) pwsn /��"� Aa�ou� GAr_o" L L QU(`T`W MSPI caDa. SOURCE TYPE O SURFACE I:WELL ❑SPRING ❑ NIRCHASED )#COw OTHE THERION MBIN R S/E O REPORT TO. Pnm F I N.m.1 w n vtlPl 1who— _ WA9NIHDTON O TYPE OF SAMPLE 1.� DRINKING WATER ❑ CIIlwirelEA IRMIEFML__TUMI_F" cnPCA Uil, nl ❑ FlllereO [] UnIFPMaO w 01Mr i $,t❑s RAW%OUNCE WATER i1 1.TFBF N_W CONSI RUCTION wJ1SPA 10- 4. �"OTHEP ISPwllrl_ COMPLETE IF THIS SAMPLE IS A CHECK SAMPLE mlvICJ31 AS Np.-- _ (\P�R(ELVIIO�UjS(�SAMPLE COLLECTION DATE St1/'M�, LABORATORY RESULTS IFOR LAB UB[OFRYF Agp) COLIFORM STD PLATE COUNT SAMPLE HOT TESTED A//gE)1 BECAUSE. MPN DILUTION TEST UNSUITABLE ❑ BMrPN Too OM 1 Aw I. ❑ CMilusnl wm(h ❑ op M PmwF Cemw over 1 MF COLIFORM F 2.❑ TNTC o IneultlaNnl InIpmPllw AR`m t"sknx ions m e rn, InFINrNwN on Form FECAL CCLIFOR 3. ❑ ERaeee DeerlR MPN ^MF 4. ❑ ❑ FOR IwWATE R SAMPLES ONLY.THESE RESULTS ARE. SATTBFACTORY ❑ UNSATISFACTORY L REVERSE SIUE QF GREEN COPY FOR EXPLANATION OF RESULTS %A%NO. ` DATE ENECkIVkO— LL��jJ—///��//JJr/J REC SO►Y MTF RFPO"IFn � lA TOKY nEMARRti __�• WAIER SUPPLIER COPY CITY OF RENTON PUBLIC WORKS DEPARTMENT Earl Clymer, Mayor Design/Utility Engineering MEMORANDUM DATE: November 22, 1988 70: Ken Nyberg, Acting Public Works Director Police Department, Traffic Division Ice VAw ,x, Fire Department Jack C wrley, P.W. Field Superintendent Fay Sled, Water Department John Stein, Street Department Gary Morrison, Sewer Department John Ralston, Traffic Engineering Wry Norris, Traffic Engineering Ran Nelson, Building Department Bob Bray, Acting Design Engineer FROM: Donald G. Monaghan, Actirxg Engineering Supervisor BCID,TEcr: PROJIM UNDER OONSPRDCSION PIKUEY T: 1988 Steel Watermain Replacement Water Project No. W-942 DEVELOPER: City of Renton 200 Mill Ave. S., Renton, WA 98055 235-2631 Ft COtIrRAC-MR: Gary Merlin Oonstructior, Co., Inc. 9125 - 10th Ave. S., Seattle, WA 98108 762-9125 EYnerg. No. 838-3363 tURE AN: Doug Bennidici 788-6179 Enterg. No. 788-6179 CITY OF RENrON INSPE)CMR: Abdoul Gafour 235-2631 200 Mill Avenue South - Renton, Washington 98055 - (206) 235-2631 ti' 9Sr` 9497-8 Affidavit of Publication City of Rento 1889 Steel Water F- Main Replacementa'i: m n Bid Date, STATE OF WASHINGTON CAL FOR"BIDS KING COUNTY—SS. INS Steel Water Main Repiaameats In N.R.gad and N.E.lath S{�ryraaast Sealed bids will be recetvad until 2-00 m., Wednesday, The undersigned, on oath states that he is an FP ClMBLPR 28c•elord wAfttd ea authorized representative of The Daily Journal of Commerce, ill ouened and publlrly read in it: s daily newspaper, which newspaper is a legal newspaper {th Door conference room,Me o/ general circulation and it is now and has been for more toe Municipal Building. Z than six months prior to the date of publication hereinafter MI 1 aAve.South. e work to by k, rts ertorad refried to, published in She English language continuously within y^ working tlays from as a daily newspaper in Seattle, King County, Washington, the date of commencementt n- and it is now and during gall of said time was printed in an der this contract &hall inclu but not be limited to: officd maintained at the aforesaid place of publication of yurmsh and install n P this newspaper. The Daily Journal of Commerce was on the �ms,taly 1770 lines, fee�'of�' 12th day of June, 1941, approved as a legal newspaper b>?uMDe Iron W [er Main,FUa PP EY ydraats,sadvrs:er ServkM the Superior Court of King County. ,;.together with ail reQu purlenancea,n see and the cese- The notice in the exact form annexed, was published in N resiontlo fort I a design drawings and regular issues of The Daily Journal of Commerce, which was gped1DDccstiom. regularly distributed to its subscribers during the below 1M Clty and/oral] the right to q telacs any and/orall bidsandto stated period. The annexed notice, a wales any shall or all infortnali Pe _. .. :fan. Approved Plana and a .NoticaO.f 8id..Cal1..- - .. Callao and form of cant �try et _.. _.._ .___._.. dor��nanis may be obtalruW!n .......-......................._....._._........__........... the Public works Department ............... ........... ........ ...._.......... at tna Renton Mun1cipsl RLdId- was bushed on ...... Iqaga,for a non-retunda Is of published 8a�llaa►a!•..�Ay-..Rlg Z�� ....... i76.00 aaeh set lug $5.D0 to .__.,»»-, co r postage, I mailed The __ ......__..._... .._............_....-.-....................„.._„_......._.._.. tu ltllrta cbarge will not be, re- ._..,.._..._.....-.......................................................... Aher check or bid bond In the amount amount of five pfInch 61 of the totalpaann ease of id. Dial r City Fair Practices and ........___. .e!r ..........................__. Nlnfi DDppllpss ryyimination Policies fiube�gjbad and sworn to before me on MAXINIIE E.MOTOR, CCIt Clerk. Da�a of Publication in the _..—�•-»-•---_....Z:7r . �R .- l JOalaa of . . 1 ........... "a sate of Wuhtnatue, I ee la ertt:w AWARDED 0406C 12). 1988 Contract No.CAGLS$_A8 TOLan4—mPmllnn COWL C'ItAr Sias--wM\ AXIAkie- S WA , 98108 V ;y �71E 07S. 75- ..LL BID PROPOSAL 8 SPECIFICATIONS UTILITY ENGINEERING FOR WATER PROJECT W -942 1988 STEEL WATER MAIN REPLACEMENT NE 24th ST (UNION AV NE TO ANACORTES AV NE) N 2nd ST (PARK AV N TO GARDEN AV N) CITY OF RENTON PUBLIC WORKS DEPARTMENT MUNICIPAL 6UILDING, 200 MILL AVE. S RENTON, WASH, 98055 • 1206i 2,15 2631 �ary��l�rli�u� CONSFRuCruNCOMPANy,INC 9125 108;Avenue Suuth 762-9125 Seatre.Washington 981O8 October 13, 1988 City of Renton 200 Mill Avenue South Renton, WA 98055 Re: 1988 Steel Watermain Replacement Dear Sirs: Listed below are the emergency and night telephone numbers to be used on the above referenced project. CARY MERLINO 938-1716 ANITA WEST 838-3363 HERB ALLFN 586-1386 If you have any questions during working hours, please contact me. Si cerely, Anita West Vice President AW:jao CiTy OF RENTON Engineering Dept. CITY OF RENTON 1988 Steel Water Main Replacements in N.E. 2nd Street and N.E. 24th Street INDEX Summary of Fair Practices/Affirmative Action Program, City of Renton Scope of Work Vicinity Map Instructions to bidder Call for Bids *Certification by Proposed Contractor/Subcontractor/Supplier/ref. EEO *Certification of EEO Report *Minority and Womens Business Enterprise Participation. *Certification of Bidder's Affirmative Action Plan *Combined Affidavit and Certification Form: Non-Collusion Antitrust Claims Minimum Wage Form *Bid Bond Form *Proposal *Schedule of Prices Bond to the City of Renton Contract Agreement EEO Compliance Report Sample Form and Instructions Hourly Minimum Wage Rates Environmental Regulation Listing Hourly Minimum Wage Rates Supplemental Provisions Special Provisions ., Standard Plans Documents marked * above must be executed by the Contractor, President and Vice-President or Secretary if corporation by-laws permit. All pages must be signed. In the event another person has been duly authorized to execute contracts, a copy of the corporation minutes establishing this authority must be attached to the bid document. CITY OF RENTON Public Works Dept. Renton Washington 98055 exxxsxr ^A^ CITY OF RENTON SUMMARY OF FAIR PRACTICES POLICY ADOPTED BY RESOLUTION NO. 2340 The policy of the City of Renton is to promote and afford equal treatment and se rvtoo to all citizens and to assure equal employ- - went opportunity to all persons regardless of race; creed; color; - ethnicity; national origin; sex; the presence of a non-job-related physical, sensory, or mental handicap; age; or marital status. This policy shall be based on the priiciplas of equal employment opportunity and affirmative action guidelines as act forth in federal, state and local laws. Ali departments of the City of Renton shall adhere to the following guide Zinee: (1) EMISOYMENT PRACTICES - All activities relating to employ- ment such as recruitment, selection, promotion, termination and training shall be conducted in a non-discriminatory manner. Pereonnel decieicne will be based on individual performance, staffing requirements, and in accordance with governing Civil Service Laws ane' the agreement between the City of Renton and the eashington State Council of County and City Employees. (2) COOPERATION WITH HUMAN RIGH.S ORGANIZATIONS - The City of Renton will cooperate fully with a organtsations and commissions organised to promote fair practices and equal opportunity in employment. (3) AFFIRMATIVE ACTION PROGRAM - The City of Renton Affirmative Action Program will be maintained to facilitate equitable repreeentation within the City workforce and to assure equal employment opportunity to ail. It shall be the responsibility and duty of all City officials and empZcyees to carry out the policies, guidelines and corrective measures as set forth by this program. Corrective employment programs may be established by t;te Mayor on the recommendation of an Affirmative Action Committee for those departments in which a protected class of employees is under-represented. (4) CONTRACTORS' OBLIGATION - Contractors, subcontractors and suppliers con ueting usiness with the City of Renton shall affirm and subscribe 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 calls, and shall be prominently displayed in appropriate City facilities. CONCURRED IN by the City Council of the City of Renton, Nushinyton, this 2nd day of June 1980. CITY OF RENTON: RENTON CITY COUNCIL: t AIZ Mayor Council President Attest: Issued: July 10, 1972 Revised: February 9, 1976 Revised: June 2, 1980 ty Cletk CITY OF RENTON 1988 Steel Water Main Replacements in N.E. 2nd Street and N.E. 24th Street SCOPE OF WORK The work involved under the terms of this contract document shall be full and complete installation of the facilities as shown on the plans and in the Specifications; to include, but not be limited to, the installation of approximately 1770 lineal feet of 8" Ductile Iron Water Main together with all valves, hydrants and appurtenances and the transfer/replacement of the , water services from they old steel mains being replaced, and the complete ! t restoration of all public and private property to it's original condition. Any contractor connected with this project shall comply with all Federal . State, County and City Codes or regulations applicable to such work and tt perform the work in accordance with the plans and Specifications of this 1 contract document. N Lam■■■■■■■■■■��■■■■�� • ��' Tin■■■■ �:� .� ��'� ■� ■■ �1�1 ■■ 1111111 , _■ _ �� Cii ■ w PROJECT SITE CITY OF RENTON1988 STEE� MAIN REPLACEMENT ..�. .. DEPARTMENT OF Pusuc WORKS (PARK AV N to GARDEC AV k) #a INSTRUCTIONS TO BIDDERS 1 . Sealed bids for this proposal will be received by the City of Renton at the office of the Renton City Clerk, Renton City Hall, until 2:00 o'clock p.m. , on the date specified in the Call for Bids. At this time the bids will be publicly opened and read, after which the bids will be considered and the award made as early as practicable. No ❑roposal may be changed or withdrawn after the time set for receiving bi - Proposals shall be submitted on the fcrms attached hereto. 2. Ty,, work to be done is shown on the plans. Quantities are understood to be only approximate. Final payment will be based on field measurement of actual quantities and at the unit price bid. the City reserves the right to add or to eliminate portions of that work as deemed necessary. 3. Plans may be examined and copies obtained at the Public Works Department Office. Bidders shall satisfy themselves as to the local conditions by inspection )f the site. 4. The bid price for any item must include the performance of all work necessary for completion of that Item as described in the specifications. 5. The bid price shall be stated in terms of the units indicated and as to a total amount. In the event of errors, the unit price bid will govern. Illegible figures will invalidate the bid. 6. The right is reserved to reject any and/or all bids and to waive inform- alities if it is deemed advantageous to the Cit, to do so. 7. A certified check or satisfactory bid bond made payable withoLt reservation to the Director of Fin..nce of the City of Renton in ar amount not less than 5% of the total amount of the bid shall accompany each bid proposal . Checks will be returned to unsuccessful bidders immediately following the decision as to award of contract. The check of the successful bidder will be returned provided he enters into a contract and furnishes a satisfactory performance bond covering the full amount of the work within ten days after receipt of notice of Intention to award contract. Should he fail , or refuse to do so, the check shall be forfeited to the City of Renton as liquidatcd aamage for such failure. 8. All bids must be self-explanatory. No opportunity will be offered for oral explanation except as the City may request further information on particular points. 9. The bidder shall, upon request, furnish information to the City as to his financial and practical ability to satisfactorily perform the work. 10. Payment for this work will be made in Cash Warrants. Rev. 7/15/81 City of Renton Call for Bids 1988 Steel Water Main Replacements in N.E. 2nd and N.E. 24th Street Sealed bids will be received until 2:00 p.m., Wed. Sept 28, 1988, at the City Clerk's office and will be opened and publicly read in the 4th floor conference room, r.enton Municipal Building, 200 Mill Ave. South. The work to be performed within 30 working days From the date of commencement under this contract sha1T include, but not be limited to: Furnish and insta' i approximately 1770 lineal feet of 8" Ductile Iron Water main, Fire Hydrants, and Water Services together with all required appurtenances, and the complete restoration as set forth in the design drawings and specifications The City reserves the right to reject any and/or all bids and to waive any and/or all informalities. Approved plans and specifications and form of contract documents may be obtained in the Public Works Department at the Renton Municipal 3u-lding, for a non-refundable fee of $ 25.00 each set plus $ 5.00 to cover postage, if ma'.led. The mailing charge will not be refunded. A certified check or bid bond in the amount of five percent (5%) of the total amount of each bid must accompany each bid. The City's Fair Practices and Non-Discrimination Policies shall apply. Maxine E. Motor, CITY CLERK Published: Record Chronicle: September 9, and September 16, 1988 Acct. No. 51226 Daily Journal of Commerce: September 14 and September 21 , 1988 e CERTIPICATION By ►ROPW= COMPACTYIR♦ EWLONT'RACTOR AND SUPPLIER REGARDING EOUAL LDL0yX Mf O►PDRTUNI y ( l-•aaj-M 4J?[? Cen•C�;rrnL m �n �✓1C' i9AF S/P�/ "We Ra IYIQ, Qi )//JAn.s, e t ro tee INSTRUCTIONS This certification is required pursuant to Federal Executive Order 11:46. The itspletaenting rule. and rsqulat!.ons provids that any bidder or prospective contractor, or any of their proposes subcontractors and suppliers, shall state As an initial part of the bid or negotiations of the contract whether it has Participated in any previous contract or subcontr,ct subJat to the *goal ooporeunity clause and. x! so, whether it has filed all eompltance reports due under applicable instructions. I The City has heretofore adooted Resolution II40 under deer, of June I, 1980, amending a 'Fair Practices Policy,' 49 implemented by an 'Affiraatiee Action Program' therein amendinq the policy Of the City of RRrnton to Promote and afford equal treatsant and service to all Cftizans and to assure equal ampl oyment opportunity based on ability and fitness to all persons regardless of race; creed; :clot: aeon is icy. national rig in; Nit the presence of • non-lob-slated physical, sensory or mental handicap: age or marital atetus. This Policy shell likewise apply to all contractors, subcontractors and suppliers conducting business with the City of Renton who in turn shall affirm and subscribe to said practices and policies. The aforementioned provisions shall not apply to contracts or subcontracts for standard commercial suppliers or raw Nterials or firma or Organizations with lass than eight employees or contracts of less than $10.000 business per annum with the City. When the Contractor/Subcontractor/Supplier (hereinafter referred to as the Contractor) is required by the City of Renton to su.wit An Affi=&tiw Action Plan, the minimum seeeptable percentage of minority employ"" will be that percentage which is Currently listed in ' aAppendix I' (City of Renton Goals and 1 Timetables) In the published City of Renton Aftimativt Action Progrm, 1.9, 9.1%. This Progta.r is available for review at the Municipal Building. The undersigned contractor therefore covenants, stipulates and agrees that during the performance of this contract he will not discriminate rgainst any person in hiring, promoting, discharging, comrtn- 94ring or any other term or condition of employeant, by reason of such person's status, reference the (11) categories listed in par&. I above. Contractor further agrees that he will take Aftirmstive and continuous action to Insure t, I compliance with such policy and program in all respects: it being strictly understood and agreed that failure to eomply with any of the terms of said provisions shall be and constitute a material breach of this contract. Contractor shall, upon request and/or as soon as possible thereafter, furnish unto the City any and all f information and reports required by the City to date mine whether full eomoliance has been made by the contractor rich said Policy and program and contractor will permit access to his books, records and accounts by the City for the purpose of invsatigation to ascertain such compliance. i Contractor further acknowledges that he has received a true ani Bump Practices Policy.' lets copy of the Ci cv'a 'Fair (7F),Q 14 a (g n/-)) ,< 11 // _ontract anti Scati Jn NUm r[ t CERTIFICATION BY: CONTRACTOR X or SUBCONTRACTOR or SUPPLIER T NAME: ADDRESS:r REPRESENTATIVES:TITLE: PNONE: I. Contractor/Subcontractor/Supplier has pyarticipated in A previous Contract or subcontract subject to the Equal Opportunity Clause: -ys:lY so �No 1. Compliance reports were required to be filed in Connection with such Contract or subcontract: I..Us --No 1. Contractor./Subcontractor/Supplier has Tiled all compliance reports due under applicable instructions: Yes _No 1 6, If answer to item 3 is 'No', please explain in detail on reverse side of this certification. CERTIFICATION: The information above 1, true and complete to the beat of my knowledge and belief. F>>,PU 'YYJrf ! DES//��iF. /,'J�� &me an ! e gnat P east type or print) sa 9-2?S- �& �� xgna are Date T Reviewed by City Authorityi Datee Rev. 1/31/93 � CERTTFICATION OF EQUAL EMPLOYMENT OPPORTUNITY REPORT Certification with regard to the Performance of Previous Contracts or Sub- contracts subject to the Equal Opportunity Clause and the tiling of Required Reports. The bidder X , proposed subcontractor hereby certifies that he has X has not , participated in a previous contract or subcontract subject to the equal opportunity clause, as required by Executive Orders 10925, 11114 or 11246, and that he has �( has not filed with the Joint Reporting Ccmmittee the Director o t,.e Office federal Contract Compliance, a Federal Government contracting or administering agency, or the former President's Committee on Equal Employment Opportunity, all reports due under the applicable filing requirements. �' �rliit Ccos n * any BY: s� T tle Date: -/ —or�C� '_ e iq Note: The above certification is required by the Equal Employment Opportunity Tt;Flations of the Secretary of Labor (41 CFR 60-1.7 (b) (1) , and must be submitted by bidders and proposed subcontractors only in connection with contracts and subcontracts which are subject to the equal opportunity clause. Contracts and subcontracts which are exempt from the equal opportunity clause are set forth in 41 CFR 6C-i.5. (Generally only contracts or subcontra-ts of $10,000 or under are exempt.) Currently, Standard Form 100 (EEO-1) is the only report required by the Executive Orders or their implementing regulations. Proposed prime contractors and subcontractors who have participated in a previous contract or subcontract subject to the Executive Orders and have not filed the required reports should note that 41 CFR 60-1.7 (b) (i) prevents the award of contracts and subcontracts unless such contractor submits a report covering the deliquent period or such other period specified by the Federal Highways Administration or by the Director, Office of Federal Contract Compliance, U.S. Department of Labor. Kev. ./oS PUBLIC WORK OR IMPROV-MENT PARTICIPATION CERTIFICATION: PEF. RCN 35.22.650 CONTRACTS EXCEEDING $10,000 (OR $15,000 FOR WATERMAIN CONSTRUCTION) MINORITY BUSINESS ENTERPRISES (hBE) and WOMENS' MINORITY BUSINESS ENTERPRISES (WMBE) (BUSINESSES OWNED AND OPERATED BY WOMEN) Contractor agrees that he shall actively solicit the employment of minority group members. Contractor further agrees that he shall actively solicit bids for the 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 Americans, Orientals, Eskimos, Aleuts and Spanish Americans. The City will consider sworn affidavits presented by subcontractors in advance of contract award as one means of establishing minority status in accordance with criteria cited above. To be eligible for award of this contract, the bidder must etecute and submit, as a part of the bid, the following certification which will be deemed a part of the resulting contract. A bidder's failure to submit this certification or submission of a false certification shall render his bid nonresponsive. �n1 MINORITY BUSINESS ENTERPRISE CERTIFICATION l�Q�f1 /n�'r� iY10 nD�S"f• �D. .rLP_� Certifies that: Name of Bidder (a) it (does) jdeesZ9M intend to sublet a portion of the contract vork and (has) taken affirmative action to seek out and consider minority business enterprises as potential subcontractors. (b) the contacts made with potential minority business enterprise subcontractors and the results thereof are listed below. Indicate whether MBE or WMBE and identify minority group. (If necessary, use additional sheet.) MBE Min. Gr. WMBE 1. j A .F7 r acJ ` C"k S ❑ ❑ Rana of lies,, bid Iten, Results of Contacts) 2. ^n. p `' 2 Al �c, ti i< ❑ Q 3. ❑ ❑ 4. ❑ __ ❑ 5. / ❑ ❑ Mr. Ms� I'�o ( 'le has been designated as the liaison officer for the administration of the minority business enterprise program for this firm. CERTIFICATION OF BIDDERS AFFIRMATIVE ACTION PL1.N Bidder is to indicate by check-mark which of the following statements pertains to this bid package, and is to sign the certification for that specific statement: a) It is hereby certified that the bidder is exempt from the City's Affirmative Action Plan requirements because: "Average annual employment level is less than eight permanent employees, and the total contract amount with the City during the current year is less than $10,000." Company Date BY: Title OR b) It.is hereby certified that an approved Affirmative Action Plan is on file with the City of Renton, and that said Plan specifies goals and timetables which are valid for the current calendar year. Company Date BY: Title i OR c) It is hereby certified that an Affirmative Action Plan is supplied with thi< Bid Package. Said Plan will be subject to review and approval by the City as a prerequisite to the contract award, and it includes: 1) Present utilization of minorities and females by job classification, 1 2) Goals and Timetables of Minority and Female Utilization, and 3) Specific Affirmative Action Steps directed at increasing Minority and Female Utilization. Company ate-- BY: Title OR d) It is hereby certified that an Affirmative Action Plan will be supplied to the City of Renton within five (S) working days of receipt of notification of low-bidder status. Said Plan will be subject to review and approval by the City as a prerequisite to the contract award, and it will iiclude: 1) Present utilization of Minorities and Females by Job Classification, 2) Goals and Timetables of Minority and Female Utilization, and 3) Specific Affirmative Action steps directed at increasing Minority and Female Utilization. ,.-.!,� ,�zCh ,UC, (,CIA Ie Compare a e BY: 2 L S Title Rev. 9/9/75 fur yc�ilerlino C.OMTRUC110N COMPANY,INC 9125 10th Avenue South 762-9125 Sxxamle.mshlnptm 0108 AFFIRMATIVE ACTION PLAN & EEO Gary Merlino will not discriminate against any employee or applicant for employment because of race, religion, creed, color, sex, marital status, sexual orientation, political ideology, ancestry, national origin, or the presence of any sensorv, mental or physical handicap, unless based upon a bona fide occupational qualification. We will take affirmative action to ensure that applicants are employed, and that their creed, religion, race, color, sex, national origin or the presence of any sensory, mental or physical handicap. Such action shall include, but not be limited to the following: employment, upgrading, demotion, or transfer, recruitment or recruitment advertising, layoff or termination, rates of pay or other forms of compensation and selection for training, including apprenticeship. We agree to post in conspicuous places, available to emp'. 3yees and applicants for employment, the provisions of this nondiscrimination clause. We will give, prior to the commencement of work, notice of the terms of the affirmative action to be undertaken to supervisors, all employees having any responsibility for hiring, assignment, promotion, layoff, and other employment decisions, and subcontractors. We will ensure that all employees, particularly supervisors, are aware of and adhere to their obligation to maintain a working environment free from discriminatory conduct includi.ng but not limited to harassment and intimidation of minorities and women. We will post in conspicuous places, available to employees and applicants for employment, EEO posters and an EEO statement indicating that the company will not discriminate against any employee or applicant for employment because of race, religion, creed, color, age, marital status, sexual orientation, political ideology, ancestry, national origin or the presence of any sensory, mental or physical handicap. We will conduct systematic recruitment efforts through the media and with employment agencies, schools, training establishments, community and other organizations concerned with employment for minorities and women. We will encourage minorities and women currently employed by us to recruit other minorities and women for openings and anticipated vacancies. when possible we will provide after- school, summer and vacations employment opportunities for women 1 1 and minority youth. We will provide on-the-job or other training opportunities for minority and women applicants and employees, when possible. We will conduct a work force analysis which will enable it to identify job categories In which minorities and women are underutilized. We will review all existing application forms, tests, minimam qualifications, etc. , for job relatedness and necessity; revise any forms, practices, activities which would adversely impact minority and women. We will maintain a current file of the names, addresses and telephone numbers of all job applicants, specifying race and qender of each applicant and the action taken with respect to each applicant. We will keep a written record of the time and place of notices) regarding affirmative action, person(s) notified, and the specific subject of the notice(s) . We will maintain records in an easily retrievable and understandable form that will document any and all openings and opportunities for advancement that occur, cur efforts to train, recruit and promote minorities and women, and the results of those efforts. We agree that we shall actively solicit the employment of women ` and minority members. We further agree that we shall actively solicit bids for the subcontracting of goods or services from qualified women and minority businesses. we shall furnish evidence of our compliance with these requirements of women and minority employment and solicitation. we further agree to consider the grant of subcontracts to said women and minority bidders on the basis of substantially equal proposals in the light most favorable to said women and minority businesses. As used in this clause, the term "women and minority businesses" means a business at least 51% of which is owned by women or minority group members. Women and minority group members include but are not limited to Blacks, Women, Native Americans, Orientals, Eskimos, Aleuts and Spanish Americans. we will., when hiring new employees, make a significant effort to seek out women and/or minority persons for such positions whenever possible. Very truly yours, GARY MERLINO CONSTRUCTION CO. , INC. 2 RELIANCE INSURANCE COMPANY HEAD OFFICE,PHILADELPHIA.PENNSYLVANIA BID BOND APPROVED BY THE AMERICAN INSTITUTE OF ARCHITECTS A 1 A.DOCUMENT NO.A-310(FEB.1970 ED.) KNOW ALL MEN BY THESE PRESENTS,that we GARY MERLINO CONSTRUCTION COMPANY, INC. 9125 loth Ave. So., Seattle, We 98108 as Principal, hereinafter rallec the Principal, and the RELIANCE INSURANCE COMPANY of Philadelphia, Pennsylvania,a corporation duly organized under the laws of the State of Pennsylvania. as Surety,hereinafter called the Surety,are held and firmly bound unto CITY OF RENTON as Obligee,hereinafter called the Obligee,in the sum of *FIVE PERCENT (5%) OF TOTAL AMOUNT OF CONTRACTORS BID* Dollars($ ----- ).for the payment of which sum well and truly to be made, the said Principal and the said Surety, bind ourselves.our heirs.executors,administrators, successors and assigns,jointly and severally,firmly by these presents. WHEREAS,the Principal has submitted a bid for 1988 Steel Watermain Replacement NOW, THEREFORE, if the contract be timely awarded to the Principal and the Principal shall within such time as specified in the bid, enter into a contract in writing and give bond with good and sufficient surety, or, in the event of the failure of the Principal to enter into such Contract and give such bond or bonds; if the Principal shall pay to the Obligee the difference not to exceed the penalty hereof between the amount specified in said bid and such larger amount for which the Obligee may good faith contract with another party to perform the work covered by said bid,then this obligation be null and void,otherwise to remain in full force and effect. PROVIDED, HOWEVER, neither Principal nor Surety shall be bound hereunder unless Obligee prior to execution of the final contract shall furnish evidence of financing in a manner and form acceptable to Principal and Surety that financing has been firmly committed to cover the entire cost of the project. SW*d and sealed this_28th _ day of September _, tg88 9 ` j GARY MERLINO CONSTRUCTION COMPANY, INC. �" --A IWltnsael IPrincifuq Is"ll (Tieel REL1, INSURANCE COMPANY Peer Mlaett (A omey-m-Facq - - --- MR 2323 1184 a r.•.aaaa-aa�va:� as v.7VfLylV liL' lJV1Vl Y<i1V Y HEAD OF FICL.PMILADEL►NIA,►ENNSYLVANIA POWER OF ATTORNEY KNOW ALL MEN BY THESE PRESENTS.That the RELIANCE INSURANCIE COWANY,a caper.,;*.duly aPMeM w,dw the tens of the Sue.of Ann"lanse,doe,ho,eby"rake,mneshw and ppont PETER H. HAMMETT of SEATTLE, WASHIN;TON ------- its tM end IawIW Anorney-beFat,to make,e.ee,te,Hoal and dalivn log and on He behalf,Ones a Its Mend and ANY AND ALL BONDS AND UNDERTAKINGS OF SURETYSHIP ------- Ind 10 bind IN RELIANCE INSURANCE COMPANY thereby a I-fly and to the ache emhl a It eufh bonds end I,Idatlaklnpl and of N,switinel obl,Pamry n IN NI.,e thereof Mry ,ip,ed by In El.mtns Ofbe"of IN RELIANCE INSVRANCE COMPANY and wH and set$""be oN atw, Of e+d,olficwl.Ord hereby mifin W cOnlxrN NI flits,he aid Attorssylsta llm May do on wrwlnm Mrsaf. This P"„e,of A,aaNy Is erontod unden and by euthalty of Anel.VII the By U.M RELIANCE INSURANCE COMPANY which boon. Chest*.Saoumbr 7.197b.whld,aowlrom a.row in•ell Tore,and Coleco, ing a follow" ARTICLE VII—EXECUTION OF 9ONOS AND UNDIFITAKINF't I. The Ba,d of Direcoaa.she Readenl,IN CN4.of IN Bond.any Senior Via Resident.snv Via Pmidla,or Allmon,Via Attention, or *thin .1l,ar dq,FNad by the boa d of Di,Mae eNll NN ponon end IwhaItY to 1.1 Nigoint AIIaN11'n'FM Ores to INbMite eNm In e.e<Vle an behalf of the Compny,bonds end unQnukiras,ramcnianen,mnlr "t a. iadsmnity and ol1W.ahbe,oblipt"In the ss,ure thenol,Ind Ibl W rerMN IMy eyes,AIM,n"y,in FM a any lima cod rReke the power Ind IVthally anen to Mm. 2. AIIOINys4n-F.n still h.w wvm Ores w,horl.y.w,bl.n 10 IN Hnwl.rd Rmimions of the sonar of Ottorray in"d to them,to ese is deli""on behalf of the CumanY.bond.end undo Ykings,nooa,iunnl.mn"M m t of indemnify and of IN,vernina obfibotdy.n the NI.i.e",.o1. eo,p*r".wl la nor neaWry Iw IN ni If any bond.and undenakinP.IN" ianM.mnlrKll of inbmnaY Mid o1Nr MianF1 oblwl.,, IN"feline INrml. 7 Almrn1y41.'F.n still hew pone,and µ,n*rily t0 e."vH aflidedle r.wwoel 1*ba Ink[Nd la D*M.,reODFninna.,Mn"..ff inaem- n,"In *Chin conditional o,oblie.gry and"Ury Mal N ki1 Ind they l elm N mahef end Wlf sai to nrlify the financial nacre",of the L.:n,P.n'and a coon.of the 9,-UMW of the Compeny a any a,iod.a acne.Iherwf. Th. Pew. PI morNY It 1yc.a and eased by oalimile endy, end by wtlgrilY Of this lolloning Resolution adoated by the Board of Dnfn*,s o1 RELIANCE INSURANCE COMPANY at P nwone held on the Sin day of less,1979.at which a ouorum sae,aaent.and ilia Resolution N,not been Ineei or"paled 'Resolved.IN,IN tigssmta of wch direetorl and offimo and IN net of the Commny envy b olfised to shy win,mine,of 1110,neY a by anlliaa Illa:ine INI.I*by M1rnmil.,end any midi m'"n of IIIa"Y a aniliat.bnlinE.Yen IMmtla llen"was a Igimile ad"If be"lid and bind-he upon the CPmpO'v Ind one even goner so zoNted Ind M",I,W by lee;ale aenatlnes and flo nsilf Coal dall b."lid and binding upon the Convene in the lutwe with rapt"to any bond a undaskine to nIfleell it Y slad,od" IN WITNESS t'IME PIECE.the RELIANCE INSURANCE COMPANY Not ewes then awm,to be synod by As Vies ResiM,n,and its mrmr le Cal to be hetato afh.ed.th. lot deyef December '%6 ' PELIAVJCE INSURANCE COMPANY O � YiwPr2da.��eE�� STATE OF We 3hington COUNTY OF King }R. 0.this let it"Of December .1%6 'pnm,allypo..w Charles B. Sehaullr to nee knees to be the Vetio-Prosidfnl of 1N RELIANCE INSURANCE ::OMPANY,and ocknowHdgad the,he esesv,M and an.nad the I'oHi Innrumenl and affixed the am a1 aid ewpaatdn/Nrato,end that Ankh VII,Sattion 1,7,and]of doe By-Low,of Hold Cemptny ad the 11esob tian,at larlh Urraln,re RBI in No lap. yh MyCo...!pa le : a�uarvl May 15 .19 90 ": !1� Not.,Rook n and lee Este*fq Washing o wI RRNinga Tacoma I. Lawrence W. Carlstrom ARinsn,Soo anry of the Rt LIANCE INSURANCE COMPANY,do hereby Comfy Net IN abo" MCI faamirle of a",a And Ogren copy of o INeew of AnaNy Oyarwad by ales RELIANCE INSURANCE COMPANY,which.,mill on Bud fora Ind Closely. IN WITNESS WHEREOF.I hew Nrwela sal my N:d and 0N1sw he ins N Cold Compm M4 'f3".i dWol ScpCCmber D4;} 11DA4431 gal.One �\. Aaetan Say �' Lawrence W. Carlstrom City of Raritan Combined Affidavit { Certification Forme Non-Ccl:usion,Anti-Trust, and Mini sea. Wage INon-Federsl Aid) I NON-COLLUSION AFFIDAVIT Being duly swarn, deposes and says, that he is the identical person who submitted 11 the foregoing propose, or bid, and that such bid is genuine and not ahem or Col- lusive or made in the interest or on behalf of any person trot therein named. and further, that the deponent has not directly induced or solicited any other Bidder on the foregoing Work M' equipment to put In a sham Did, or any other person or corporation to refrain from bidding, and that deponent has not in any manner sought by collusion To secure to himself or to any other person any advantage over other Bidder or Bidders. AND CERTIFICATION RE: ASSIGNMENT OF ANTI-TRUST CLAIMS TO PURCHASER Vardar and purchaser recognize that In actual economic practice overcharges resulting from anti-trust violations are In fact usually borne by the purchaser. Therefore, vendor hereby assigns to purchaser any and all claims for such over- charges as to goods and materials purchased In connection With this order or contract, except as to overcharges resulting from anti-trust violations com- mencing after the date of the bid. quotat.on, or other went establishing the price under this order or contract. In addition, vendor Warrants and represents that each of his supplier, and subcontractors shall assign any and all such claims to purchaser, subjrct to the aforementioned exemption. A/O MINIMUM WAGE AFFIDAVIT FORM H, the undersigned, having beer duty su.arn, deposed, say and certify that in connection With the performance of the Work of this project, i Will pay each classification of laborer, Workmen. or mechanic employed in the performance of such Work; not less than the prevailing rate of wage or not less than the mini mum rate o1 wages as sPecifisd in the principal eontroct; that I nave read the above and foregoing statement and certificate, know the contents thereof m and the substance as set forth therein is true to my knowledge and belief. FOR, NON COLLUSION AFFIDAVIT. ASSIGNMENT OF ANTI-TRUST CLAIMS TO PURCHASER AND MINIMUM WAGE AFFIDAVIT 1�RA SfPcl C[�tt�erQ 1r7 KPj��QPFmF�� Mom Off t31a rl/� y (?OnSf7TtC'�7eYz. �� jC . 's FIM i S i gnatur f Autlror r zed Representative of dder o �,,, Subscribed and .Worn W to lae r on thisR r•, day at 19 Per, ter PWlle n tat. r of Washinglion Rosldi g at 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 assigns, jointly and severally, by these presents. The condition of this oblination 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 amcunt of the deposit specified in the call for bids, then this obligation shall be null and void; otherwise it shall be and remain in full force and effect and the Surety shall forthwith pay and forfeit to the Obligee, as penalty and liquidated damages, the amount of this bond. SIGNED, SEALED AND DATED THIS DAY OF 19 Principal 19 Received return of deposit in the sum of $ PROPOSAL TO THE CITY OF RENTON RENTON, WASHINGTON Gentlemen: The undersigned herety certif LL that t) C has examined the site of the proposed work and he :ead and thoroughly understand ,S the plans, specifications and contract governing the work embraced in this improvement, d 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 ites and prices: (Note: Unit prices for all items, all extensions, and total amount of bid should be shown. Show unit prices both in writing and in figures.) Signaturec— � � � S Address- Names of Members of Partnership: SPat�1.Q� (.4)19 98/0co OR Name of President of Corporation �rh Name of Secretary of Corporation Corporation Organ+; d under the laws ofta With Main Office in State of Washington at r a+��x4m_ 4Libect wt as+B Eeti"to Number: 3#Fled Daly Betmo "awry 11, 1989 �Go " T Ibit Est. Unit Previous Previous This This Total Tote; 7 Comity Price 2oantity Amount Quantity hart Quantity Aoouat D.I.P. Class 52 Tyton Joint Linea, Rot 440 21.00 449.50 9419.`1) 0.00 449.50 9439.so 002. 8' gate Valve wlCast Iron Valve Box#Each 2 500.10 2.00 1000.00 0.00 2.00 1000.00 001 5' M Fire hydrant As> mbly #Each 2 2,000.00 2.00 4000.00 0.00 2.00 4000.00 004. Water Service Type 11 Vxh 5 160.00 7.00 1120.00 0.00 7.00 1120.00 M1hew INter Betters 00;. alter Service Type III #Euh I 150.00 1.00 150.00 0.10 1.00 150.00 006. Portland Cement Concrete #Cubic Yard 4 35.00 7.R 256.55 0.00 7.33 2%.% Class B 4m Thrust Blocking 007. Bank 8w gravel for Trench BackfilllTon 350 2.RD V9.10 0.00 151.64 379.10 00& 5V hinus Chr Med Rut Too CaurselTm 65 15.00 ".42 651.30 12.27 I84.05 55.69 M.35 009. ApWlt Cawrete Class B for #Ton 32 70.00 51.00 3570.00 ISM 1050.00 66.00 4620.00 Trench Patching 010. Change Order 11 Kump Bum 0 5,125.00 0.00 1.00 5125.00 1.00 5125.00 Changed cad�teon,and extra werk at Engineers direetim ST Sub Total SCIEDLU A 120,566.45 $6,359.05 $26,929.50 T1 8.12 Bales Taa 41,665.8E L`15.09 52,180.97 TT Total MALE A 422,232.33 $6,874.14 429,106.47 M'� C'ty of kenton . Pubi:c Works Department 1988 Steel Watermain Replacement Phase I W-956/W-942 SCHEDULE A N.E. 2nd St. from Par.< Ave. N. to warden Ave. N. SCHEDULE OF PRICES (NOTE: Unit prices for all items, all extent-ions and total amount of bid must be shown. Sh-w unit prices in both words and fi0ures and where conflict occurs t._ wri len or typed words shall prevail.) ITEM APPROX. ITEM WITH UNIT PRICED BID UNIT PRICE AMOUNT N0. QUANTITY ((hit Prices to be Written in Words) DOLLARS CTS. DOLLARS CTS. 001. 440.0 8" D. I.P. Class 52 Tyton Joint Linear Foot co ro 5 w C�J 'c �I Per Linear oo[ Words Figures 002. 2.0 8" Gate Valve w/Last Iron Valve Box Each CJD Per ach 003. 2.0 5" MVO Fire Hydrant Assembly Each rC a� Per ac—�h 004. 5.0 Water Service type II Each W/New Meter Setters Per ach 005. 1.0 Water Service Type III Each Per ach 006. 4.0 Portland CemenL Concrete Cubic Yard Class B for Thrust Blockint 3 1N.1tz`I FvF1C.(427 � 7, ct Pe r ubic Yard �Y 001. 350.0 Bank Run Gravel for Trend Backfill Ton Per ion 008. 65.0 5/8" Minus Chrushed Rock Top Course Ton $ •t 14'Nf ZJSLL !}(z5 ISM 11S Per Ton Page - 1 City of Renton . Pub :ks Department 1988 Steel Watermain Replacement Phase I W-956/W-942 SCHEDULE A N.E. 2nd St. from Park Ave. N. to Garden Avc. N. SCHEDULE OF PRICES (NOTE: Unit prices for all items, all extentions and total amount of bid must be shown. Show unit prices in both words and figures and where conflict occurs the written or typed words shall prevail.) ITEM APPROX. ITEM WITH UNIT PRICED BID 'JNIT PRICE AMOUNT NO. QUANTITY (Unit Prices to be Written in Words) DOLLARS CTS. OOLLaRS r'T5. C09 32.0 Asphalt Concrete Class B for Ton Trench Patching Per Ton Words Figures Subtotal SCHEDULE A y� 9. 1% Sales Tax $ Total SCHEDULE A , , City of Renton . Public Works Department 1988 Steel Watermain Replacement Phase I W-956/'W-942 SCHEDULE B N.E. 24th St. from Union Ave. N. to Anacortes Ave. A. SCHEDULE OF PRICES (NOTE; Unit prices for all items, all extentums 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 8I0 UNIT PRICE AMOUNT NO. QUANTITY (Unit Prices to be Written in Words) DOI-LARS CTS. DOLLARS CTS. 001. 1330.0 8" D.I.P. C'. 52 Tyton Joint Linear Foot �1 f �l: E% �� 'C. <«iS =� Lw ..� I Per Linear toot Words floures 002. 3.0 8" Gate Valve Each W/Cast Iron Valve Box cvc � f ' I�<< �', C' ,42 5 Cc SAC ` Per tach I003. 2.0 6" Gate Valve Each W/Cast Iron Valve Box Per ach 004. 1.0 5" MVO Fire Hydrant Assembly Each Per Each — 005. 33.0 Water Service Type I Each W/New Meter Setters C -I)w t5: .tri Per ach 006. 2.0 Portland Cement Concrete Cubic Yard Class B for Thrust Blocking Per Cubic Yard 007. ?00.0 Dank Run Gravel for Trench Backfill Ton °• ��"l Per Ton 008. 160.0 5/8" Minus Crushed Rock Top Course Ton �\ a E � r,1 �.iL`LLf. S ,5 CSC Per on Page - 3 City of Renton . Public Works Department 1988 Steel Watermain Replacement Phase I W-956/W-942 SCHEDULE 8 Y.E. 24th St. from Union Ave. Y. to Anacortes Ave. 'i. SCHEDULE OF PRICES (NOTE: Unit prices for all items, all extentlions 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. I (EM WITH UNIT PRICED 6I0 UNIT PRICE AMOUNT NO. QUANTITY (Unit Prices to be Written in Words) D01_LARS CTS. f)OLLARS r75. 009. 10.0 Asphalt Cement Concrete I Ton Class D for Trench P tching f 'S(zU*IJtt/ LCrW5 isC-OC - Per�— Words igures Subtotal SCHEDULE 8 S .3 8.1% Sales Tax $ Total SCHEDULE 8 S TOTAL ALL SCHEDULES S �7 l 7lj SCHEDULE OF PRICES (note: unit prices for all items, all extensions and total amount of Did w, t be shown. Show unit prices in both words and figures and whore conflict occurs the written or typed words shall prevu l.) ITEM A.P PRO%. ITEM WITN UNIT PRICED BID UNIT PRICE AMOUNT NO. QUANTITY unit Prices co be Written in words DOLLARS CTS. DOLLARS CT5. THE UNDERSIGNED BI DER HEREBY AGREES TO START CONSTRU . ION WORK 0 THIS PROJECT, t AWARD HIM. NO LA ER THAN TEN (10) DAYS A.FIER FINAL ECUTION AN TO C MPLETE WIN WORKING DAYS ER STARTING CONSTRUCTION. i J DATED T V - THIS C/ DAY 0 A ' J-�C/P , 19 ACMW EDCEMENT OF CEIPT OF ADDENDA: NO. ATE i NO ATE NO ATE , SIGN ----- TIIT.E SI C &1 II NAME OF COMPANY L� C ADDRESS (� �� /- - {• /� (�,/��/� I`—� CITY/STATE/ZIP TELEPHONE ��n n. r7 - �•� CITY 0 RENTON C.. STATE CONTRALTO S BUSINES LICENSE / LICENSE i I C E R T I F I C A T E O F I N S U R A N C E 10/13/88 DATE (MM/DD/YY) P ducer This certificate Is Issued as a matter of Information only and confers no PARKER, SMITH i FEE(, INC. rights upon the certificate holder. This certificate does not amend, 1700 First Interstate Center extend r alto the coverer ffo riled by the policies balm. 999 Third Avenue Companies Affording Coverage _ Seattle, Washington 98104 Comb Y A Letter LIMITED STATES FIDELITY L GUARMTY Insured a npaily GARY MERLINO CONSTRUCTION Letter 8 CO., INC. ompany C STONEWAY CONCRETE Letter 9125 - 101h Avenue South anPa^Y D Seattle Washln ton 98708 Letter ra as ee•ea999eeeee•aee•eeee•e•e•eei iieeeeepieeiee•e9e99eseee•eeee99•e•iseiYaeeeasaaYDYYaeYaisGYaat1)i9e9eaYeesaseeY T s s o ce y a po c es o nsurance s ov eve en issue o .e ns ur here a ova With a po cy p lod Indicated. Notwithstanding any requirement, term or condition of and contract or other docune nt rl to respect to rh lch this certificate may be Issued or may Pertal n, the Insurance afforded Dy iha pollcl Os described herein Is subject to II the terms exclusions a d conditions of ugh olicl es. L mite shown me have been reduced b maids claims. o cY • v o cY xp ra o L T 6 of Insurance Pol lc ?'Amber Date (MM/DD/YY) Date (MM/DD/YY) Each Occurrence Aggregate General Liability General Aggregate A X Commerclal General 1W078607617-01 07-22-88 07-22-89 f1.000 Products-CanD/Ops Liability Aggregate ft.000 __Claims Made Personal A Advortising X Occurrence In ur f1 000 _Owners and Contractors Each Occurrence 31 000 Protective Fire Damage (any One tire) S 50 Medical Expenses (a one Orson) f 5 AnyD Ll ability X A Auto A X Any Auto IMPO 18601617-01 07-22-88 07-22-89 CSL $1.000 All Owned Autos Per Person S Bodily Injury All Autos Injury X Hired Autos Foerr leg Accident For f X Non-Owned Autos Garage Liability DaneaProperty Dame • f Each Occurrence Aggregate Excess Liability _ Other Than Umbrella f S Workers' Campensatlon Statuto 3 Each Actldent and Employers' Liability S DI'ease-Polls f C),'ease-Each Employe e Descrlption of operations/locations/vehicles/,es ions/specl el Items 1988 Steel WaterMin Replace7re"t �,' , ee••eeeeeeaeee•••eel•99i•9ee99e•ie99iireiiii•iiii9 e99ee•99ee999e••eisieeeee••eeisi•ieee Should any of the above described Pollcles be can- celled before the expiration date thereof, the City of Renton issuing company will endeavor to sell 30 days Public 4brks Department written notice to the certificate holder named to 200 Mill Avenue South the left, but failure to man such notice shal I Renton, WA 98055 Impose no obligation or liability of any kind upon the company. its aents or representatives, _ P 01/mesteri Authorized Repr Osentativei Bond No. B1594914 BOND TO THE CITY OF RENTON KNOW ALL MEN 11Y THESE PRESENTS: That we, the undersigned GARY MERLINO CONSTRUCTION COMPANY INC. 9125 loth Ave. So. , Seattle, We 98108 as princlpal, and RELIANCE INSURANCE COMPANY corporatlon organized and existing under the igwe of the tate o PENNSYLVANIA as a surety corporation, and Qualified under the laws or the state of Washington to become surety upon bonds of contractors with monlclpal corporations, as surety are Jointly and sever1� Iy held a d flrm'y b�und tpo he CIty of Penton In the penal sum of sev, nt� s 7er iheldd �3Sht un red Th d" 0 hfix�h yment of which sum on demand we bind our- selves and our successors, heirs, administrators or personal representatives, as the case may be. This obligation Is entered Into In pursuance of the statutes of the State of Washing- ton, the Ordinance of the City of Renton. Dated atrt. , Washington, this day of Nevertheless, the conditions of the above obligation are such that: WHEREAS, under and pursuant to Ordinance (or Resolution) No. 2295 providing for 1988 Steel Watermain Re^ iac,ment wh ch contract s re erre tamer;in and Is made i—pa-r-t-Fer-eof as though attached ereto) , and WHEREAS, the sa:d principal has accepted, or Is about to accept, the said contract, and undertake to perform the work therein provided for In the manner and within the time set forth; NOW, THEREFORE, If the said (;ARY MERT.1NO CONSTRUCTION COMPANY, TNc. shall faithfully perform al o the prov slons of said contract In the manner and within the time therein set forth, or within such extensions of time as may be granted under said contract, and shall pay all laborers, mechanics, subcontractors and materlalmen, and all persons who shell supply said principal or subcontractors with provisions and supplies for the carrying on of seld work, and shall hold said City of Renton harmless from any loss or damage occasioned to any person or property by reason of any care- lessness or negllgenc- on the part of said principal, or any subcontractor In the per- formance of said work, and shall Indemnify and hold the City of Renton harmless from any damage or expense by resson of failure of performance as specified In sold con- tract or from defects appearing or developing In the material or workmanship provided or performed under said contract within a period of one year after Its acceptance thereof by the City of Renton, then and in that event this obligation shall be void; but other- wise it shall be and remain In full force and effect. GARY ! LIN CONSTR CTIO COMPANY INC RELIA! INSy ram' � Patar Ifi t"•to.#Et i Revised- 8/16/83 .Attorney-in-Fact RELIANCE INSURANCE COMPANY HEAD OFFICE,PHILADELPHIA•PENNSYLVANIA POWER OF ATTORNEY KNOW ALL MEN 9Y THESE PRESENTS.That the RELIANCE INSURANCE COMPANY,.mrpor.I Wn duly,Whited undw the later,of the Swfo of PannoWlwni.,does hereby not".constitute and Appoint PETER H. HAMSETT of SEATTLE, WASHTNGTON ------- its fruit and ImMul Attorney-in Feel,to mete,exx tv.rd and dal la and on its behalf,Ins!of Its m and dead ANY AND ALL BONDS AND UNDERTAKINGS OF SURETYSHIP -------- end to bond the RELIANCE INSURANCE COMPANY theal as fully and to the M,na anent M if wan bonds end urdart.k.np and other w+i,,, ebligarorY in the notate thereof sere varied by On Eaaautlw Offiost of the RELIANCE INSURANCE COMPANY and led Ohs,owned by one.,nar of tic off-cwl,and finally Mifip she confirm,all that its Mid MtaneyleltiwFm they M m Mras,erla normal. Thu P..of Anaruy is framed We,and by oulM,iry of Article VII of Its,9v-laws of RELIANCE INSURANCE COMPANY whch became affm�w S.PMnloe,7,1979,Iyt,rA provisions or.saw in lull fora and effort,wedirsg as lolbwe: ARTICLE VII—EXECUTION OF 90NDS AND UNDERTAKINGS 1. The Board of Demers.the Irrasident,lhe Cheirman of the Board.any Senior Vita hauWm,any Vat hniGnt or Assistant Vie Resident Or othar olLco Otsiputed by IN spate of Dirtiness shall hew powtr and authority to 1.1 ribeal Anorno,,-ul and to ewhaiM ahem to.ecufo on Whe"Of the COmPany.bond,and un viakirys,rerGgnifonde,motor,.of indemnity and Other enilinil 061i91110ry to the-rufo thereof,aM to) to remove any such Atlor MYan-Fm ar any time and revoke the povwr and authority a..to him. 2. Atlo,na,I-in-Fm Mall hew M.and avthoritY.,enbjM to IN form,and limitations of Ind pwwr Of M1PlMY issued to them,to execute red daliwr en Debll of the Comeny Wnduhe vndarukinp,reo>pnieanos,amrm.Ol indemnity and othot wrninp obliatory in the miur,throat. The m,pogw Yal p not nosel for the uslil of any bonds end undertaking,,r"niLMl,contrasts OI inbrMity and ether senUe9l Obligatory V,the helure tMrml. S. All......in F.p"It hew power Ahd..thonly to axemfo Nlda,,ill r.ouhed Io W coat MO to WM,nmgnifonn,,mnp.cn of iM.m My Or dlhw mrdnioMl Or Obligatory uhewukirq,and they Meal alto hew m,wr antl euthanY IO amity the linemul mfonymt Of the Comprny end M mi>'at of the ar LA.of the cemany or any an'd.or Mavon tMredl. This Voter of .VOmaY is signed One heeled by faceimile under and by authority of the lollowfng R.m!utlon toddled by IN Board of Demon of ( RELIANCE INSURANCE COMPANY at a meeWp hole nn the Slh My Of June,1972.at wham a quorum not PManI,and M:d Resolution M not been 4, .manded or ra0aaled. i 'R.Mlwd.thet IN Ognaum Of such do w.I'd of/lcle,and the we of the Comysny m,be afli.ed to any sum mw.l of .,tome,a hew bMi/lafo letstireg flues.by batimit..end any such mwr of attorney a enihet.bous".2 uch he�mil. lighelwe a faann9e oaf"It W solid.he bind."upon the COmanY and any peel,federal M eaecul.d she on,hed by NOlmile hputu,M and l.oimile eel Mall W v.14 and binding W.the Comany in the future with,peps,lea any bond or uMwukinF to whet,it Y snscha • IN WITNESS WHEREOF.the RELIANCE INSURANCE COMPANY has caused them Patent,to be gntl by its Vlore President.and ascormnu rat to W hereto aft,axe.m„ ist diyel December 1%6 - AtLIAPJCE INSURANCE COMPANY Via President Y XTATE OF Washington } COUNTY OF King /3 r On the Ist day of December .1986 • epO"r'd Charles B. Schmalz lea file finder" W be the Viaf►resident of the RELIANCE INSURANCE COMPANY,and wk.Wdpd that ho nsevtW and attested the foreping instrument W ar"med Me M.I of rid corporation thanno,and that ArteH VII,Smion/11.,22.and 7 of dy By-LWn It flea ComPen,and the Reset - My "I forth tt Intense: will Ile full IPa. Illy Commotion E�oirr: +wg�+•lw,,ti '10%`(`j"/�Jy'} a�6/ Kay 15 .19 90 S' Plests'publusinstrieffo,sill Washing o Reilting as Tacoma 1. Lawrence W. Carlstrom Assistant Secretary of the RELIANCE INSURANCE COMPANY.do hereby,amity that Ind bodies And lOret.iM is e boa and mom mor of a Power of Attorney..a haled by Mid RELIANCE INSURANCE COMPANY,which I.stil in full lore sod otfm. W WITNESS WHEREOF.I hew Nrawno eR levy stand and.fil hisWON-.1 of old Conn,,hes 13 t i easy of O c t O b P r 1988. so".tul to.one Ari.Mm S.o ��L L� Lawrence W. Carlstrom 4Clc ISSUED ^?/15/'= C1fY Or RENIM! nIISINESS LICENSE QON Cl'11B NT S_ _ ME 0115 16Tu AVE S I IIIAN(1F I.InFCI(Al U•'.nn:m.han nn,M AM`flr:ali�M.Lv a r'4v••1 INvdnn Oil,n.... vdf.It..yn.vr ..n::,..1 ttnn V.Nintr. n' mmuhli.v.^rb.gdm I,frpk•d r.t-01 f"tivow—.nl It...01'.4 IMrJ•-n ,. and aglM•nM`•nnnly will,all lln.rr 1......n...n4:•d+�M nnfianrxv Ip+vwrn,hall lutll.ry rrnupq •'tlb any muf.11 nllnv "IV(.,I. (MMnam•'•": �IaM 1 Aw9^'.11 RaMd.Mnvs:ygdb•.a6M N.II.n bodnr• n• Ilvtly licmin'.l 4nMmxtr+ 'aEaLtN� ;ARY C_NSTRVCTI34 C^ 91:5 1CT4 AVE S SEATTLE 4d RS1C? i �� t t DEPARTMENT OF LABOR AND INDUSTRIES t THIS CERTIFIES THAT THE PERSON NAMED HEREON IS REGISTERED AS PROVIDED By LAW AS A aFdsrunT,cw Hui.�9FM .. .. E4M � . STATE OF WASHINGTON Ica-, RtP-CCJSONW 07/22/6 1 �1 GARY MERLINO CONST-tG INC 9125 LOTH AVE S SEATTLE WA 98106 Fsnos�.oup�eu� [[ t 'ETACH `O pSPL AY CEIT•F"TE.t 9 loft CONTRACTS OTHER THAN FEDERAL-AID FHWA THIS AGREEMENT, made and entered into this Q— day of %l �taan . by and between THE CITY OF RENTON, Washington, a municipal corporation of the State of Washington, hereinafter referred to as "CITY" and Gary Me_ ri__no Constrruuction Co. _. hereinafter referred to as "CONTRACTOR." WITNESSETH: 1) The Contractor shall within the time stipulated, (to-wit: within _ 30 working days from date of commencement hereof as required by the Contract, of which this agreement is a component Dart) perform all the work and services required to be performed, and provide and furnish all .f the labor, naterials, appliances, machines, tools, equipment, utility and transports ion services necessary to perform the Contract, and shall complete the construction and installation work in a workmanlike manner, in connection with the City's Project (identified as No. m'-9421956 for improvement by construction and installation of: 1988 Steel VVeel ate�rmar^,Replacement All the foregoing shall be timely Performed, furnished, constructed, itstalled and completed in strict conformity with the plans and spec- ifications, including any and all addend issued by the City and all other documents hereinafter enumerated, and in full compliance with all applicable codes, ordinances and regulations of the City of Renton and any other governmental authority having jurisdiction thereover. It is further agreed and stipulated that all of said labor, materials, appliances• machines, tools, equipment and services shall be furnished 2 of 7 Contracts Other Than Federal-Aid FWWA and the construction installation performed and completed to the satisfaction and the approval of the City's Public Works Director as being in such conformity with the plans, specifications and all require- ments of or arising under the Contract. 2) The aforesaid Contract, entered into by the acce)t3cce of the Contractor's bid and signing of this agreement, consists of the following documents, all of which are component parts of said Contract and as fully a part thereof as if herein set out in full, and if nit attached, as if hereto attached. a) This Agreement b) Instruction to Bidders c) Bid Proposal d; Specifications e) Maps & Plans f) Bid g) Advertisement for Bids h) Special Provisions, if any i) Technical Specifications, if any 3. If the Contractor refuses or fails to prosecute the work or any part thereof, with such diligence as will insure its completion within the time specified in tF.is Contract, or any extension in writing thereof, or `ails tr ccmplete said work with such time, or if the Contractor shall be adjudged a bankrupt, or if he should make a general assignment for the bene`it of hip creditors, or if a receiver shall be appointed on account of the Cortractc•-'s insolvency, or if he or any of his Rev. 4183 Contracts Other Than Federal-Aid FHWA 3 of 7 subcontractors should violate any of the provisions of this Contract, the City may then serve written notice upon him and his surety of its intention to terminate the Contract, and unless within ten (10) days after the serving of such notice, suc' violation or non-compliance of any provisicn 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 ;n every respect. In the ev^nt of any such termination, the City shall immediately serve written notice thereof upon the surety and the Contractor and the surety shall have the right to take over and perform the Contract, provided, however, that if the surety iithin 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 deem 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. 0) The foregoing provisions are in addition to and not in limitation of a.:y other rights or remedies available to the City. Contracts Other Than Federal-Aid FHWA 6 o 7 5) Contractor agrees and covenants to hold and save the City, its officers, agants, representatives and employees harmless and to promptly indemnify same from and against any and all claims, actions, damages, liability of every type and nature including all costs and legal expenses inc,-rred by reason of any work arising under or in connection with the Contract to be performed hereunder, including loss of life, personal injury and/or damage to property arising from or out of any occurrence, omission or activity upon, on or about the premises worked upon or in any way relating to this Contract. This hold harmless and indemnification provision shall likewise apply for or on account of any patented or un- patented invention, process, article or appliance manufactured for use in the performance of the Contract, including its use by the City, unless otherwise specifically provided for in this Contract. In the event the City shall , without fault on its part, be made a party to any litigation commenced by or against Contractor, then Contractor 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 be in writing and shall be dated and signed by the party giving such notice or by its duly authorized representative -.f such party. Any such 5of 7 Contracts Other Than Federal-Aid FHWA notice as heretofore specified shall be given by personal delivery thereof or by depositing same in the United States mail , postage prepaid, certified or registered mail. 7) The Contractor shall commence performance of the Contract no later than 10 calendar days after Contract final execution, and shall complete the full performance of the Contract not later than 30 working days from the date of commencement. For each and every working day of delay after the established day of completion, it is hereby stipulated and agreed that the damages to the City occasioned by said delay will be the sum of f154.00 (Sec. 1-08.9) as liqLidatc'_ damages (and not as a penalty) for each such day, which shall be paid by the Contractor to toe r'ty. ,) Neither the final certificate of payment nor any provision in the Contract nor partial or entire use of any installation provided for by this Contract shall relieve the Contractor of liability in respect to any warranties or responsibility for faulty materials or workmanship. The Contractor shall be under the duty to remedy any defects in the work and pay for any damage to other work resulting therefrom which shall appear within the period of one (1) year from the date of final acceptance of the work, unless a longer period is specified. The City will give notice of observed defects as heretofore specified with rea>onable promptness after discovery thereof, and Contractor shall be Contracts Other Than Federal-Aid FHWA 6of7 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 tine to time. 10) The Contractor stall furnish a surety bond or bonds as security for the faithful performance of the Contract, including the payment of all persons and firms performi•j labor on the construction project under this contract or furnishing materials in connection with this Contract; said bond to be iii 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 Seventy-one Thousand Seventy-five Dollars and 75 Cents (f71_07S.75) _, which includes Washington State Sales Tax. Payments will be made to Contractor as specified in the "Special Provisions" of this Contract. Rev. 4/83 Contracts Other Than Federal-Aid FHWA 7 of 7 1N WITNESS WHEREOF, the City has caused these presents to be signed by its Mayor and attested by its City Clerk and the Contractor has hereunto set his hand and seal the day and year first above-written. CONTRACTOR CITY OF RENTON t V � FresiGwnerMWor / A T: 2eecret ris y ILity Clerk d/b/a Gary Merlino Construction Co. Firm ame Individual_ Partnership Corporation A i! Corporation tate o ncorporation 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 corperation 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 nam= of each partner should be listed followed by d/b/a (doing business as) and firm or trade name; any one partner may sign the contract. If business is an INDIVIDUAL PROPRIETORSHIP, the name of the owner should appear followed by d/b/a and name of the company. CONTRA C TOR/SUBCON—RACTOR MONIHLY MANPUER UTILI FEPOFTING PERIOD 2PTION REPORT V;.� i ant. Year: To be submitted to the =ty's project "" t�' Goals and Tiretables as committed Engineer during the 1st week of fol.'.o wing �;�1T�, ir. Clntractor's Affirmative month while contract is in progress. Prime P tion Plan R Contractor is responsible for obtaining and submitting ail Subcontractor Re orts. or peI City's Plan 9.1 0 To: (Name and location of Capllance Agency tjept.) From. (Name ar . Ioca<ion of contractor) This report is required by Executive Order 1246, Section 2( 3. Failure to report can result in sanctions which include suspensio:., termination, .-ancellaticns or debarment of contract. Z. }. mino- Total rotal Ye rk Hours of Employment (Sea roctnote) rity number number of of Claaei •• .• C. . . . _. YA of minors Empby. fiea- Xis- Amer. :Asian/ ota: total Conpagy'a Name (I.D.) Trade Liao• Tot• Black panic Sat laclfle Pe- Employ- eee Island :le w/n eee C A Tr A Tr AD dm6� Tr AD rw Tr hhL Tr AD Tr Tr C A Tr An 7. ccWyany Ctf:cla l'a Tr Sgnature an c Date signed 9. Telephone bumbr. (Include Area Code) zev. .1/77 (-Males s Females, "Minorities G Non-minorities) Page of 7/80 (Submittal Requirements s City's Goals/Timetables) e INSTRUCTIONS FOR FILING EMPLOYMENT UTILIZATION REPORT CITY OF RENTON) The Employment Utilization Report is to be coripleted by each subject contractor (both prime and subcontractors) and signed by a responsible official of the company. The reports are to be filed on the day required, each nonth, during the taro of the contract, and they shall include the total work-hours worked on the project for each employee level in each designated trade for the entire reporting period. The prime contractor shall submit a report for its work force and shall collect and submit reports for each subcontractor's work force to the Compliance Agency that is funding their construction project. Reporting Period . . . . . . . . . . . Self-explanatory Compliance Agency . . . . . . . . . . City of Renton (administering department) Contractor . . . . . . . . . . . . . . Any contractor who has a qualifying construction contract with the City of Renton. 1. Company's Name . . . . . . . . . . Any contractor or subeontractcr who has a qualifying contract. 2. Trade . . . . . . . . . . . . . . Only those crafts covered under applicable EEO bid conditions. 3. Work-h, _s of Emplovment . . . . . 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 - Cra`tworker - Qualified, Ap - Apprentice, Tr - Trainee). 4. Percent of minority work- hours of total work-hours . . . . The percentage of total minority work-hours worked of all work-hours worked. (The sum of columns b, c, d and a divided by column a.) 5. Total Number of Minority Employees . . . . . . . . . . . . Number of minority employees working in contractor's aggregate work force during reporting period. 6. Total Number of Employees . . . . Number of all employees working in contractor's aggregate work force during reporting period. * Minority is defined as including Blacks, Hispanics, American Indians and Asian and Pacific Islanders - both men and women. RE�UIRE1,1EVT5 FOR THE PREVENTION OF ENVIRO; ENTAL POLLIITI7�A4f�PAE3ERVATION OF PUSLIZ— ATGUT :.F=CES In accordance with the provisions of Chapter o2, Laws of 1973, H.B. 621, the Contractor shall secure any permits or licenses required by, and comply fully with all provisions of the follow- ing laws, ordinances, and resolutions: Kin Count Ordinance No. 1527 requires Building and Land eve opment ivision an yd aulics Division review of grading and filling permits and unclassified use permits in flood hazard areas. Resolution No. 36230 establishes storm drain design standards to be incorporated into project design stand- ards to be incorporated into project design by Engineering Services. Reivew by Hydraulics Division. King Count Ordinance No. 800, No. 900, No. 1006 and Resolution No—✓17 2353 3-1? £1;33�7o 9 iidNo. 31242 contai aed in King county Code Titles 8 and 10 are provisions for disposi- tion of refuse and litter in a licensed disposal site and pro- vide penalties for failure to comply. Review by Division of Solid Waste. Put nSound Air Pollution Conntro c Regulation I : A regu- to oono control t e emis a cotaminants trom all sources within the jurisdiction of the Puget Sound Air Pollution Control Agency (King, Pierce, Snohomish, and Kitsan 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 maintain records of emissions, period.cally re- port to the State 'zformation concerning these emissions from his operations, and to make such information available to the public.. See Puget Sound Pollution Control Agency Regulation I . R.C.W. 90.48: Enacted to maintain the highest possible standards to ensure the purity of all water of the State consistent with public health and public enjoyment thereof, the propagation and protecting of wildlife, birds, game, fish, and other aquatic life, and the industrial development of the State, and to that end require the use of all known available and reasonable methods by industries and others to prevent and control the pollution of the waters of the State of Washington. It is unlawful to throw, drain, run or otherwise discharge ii.to 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 $S,000/day for each violation. R.C.11. 70.95: Establishes uniform statewide program for handling i—o= astes which will prevent land, air and water pollution. Makes it unlawful to durip or deposit solid wastes onto or under the surface of the ground or into the waters of this State except at a solid waste disposal site for which there is a valid permit. ry WASHINGTON STATE DEPARTMENT OF NATURAL RESOURCES R.C.W. 76.04.370: Provides for abatement of additional fire haz- ar an s upon which there is forest debris) and extreme fire hazard (areas of additional fire hazard near building, roads, campgrounds , and school grounds) . The owner and/or person respons- ible is fully liable in the event a fire starts or spreads on property on which an extreme fire hazard exists. R.C.W. 76.04.010: Defines terms relating to the suppression or abatement of FF—rest fires or forest fire conditions. R.C.W. 70.94.660: Provides for issuance of burning permits for abating or prevention of forest fire hazards , instruction or silvicultural operations. R.C.W. 76.04.310: Stipulates that everyone clearing land or clearing right--of-way shall pile and burn or dispose of by other satisfactory means, all forest debris cut thereon, as rapidly as the clearing or cutting progresses , or at such other times as the department may specify, and in compliance with the law requiring burning permits. R.C.W. 78.44: Laws governing surface mining (including sand, gravestone, and earth from borrow pits) which provide for fees and permits, plan or operation, reclamation plan, bonding , and inspection of operations. W.A.C. 332-18: Delineates all requirements for surface mined an rec amation. W.A.C. 332-24: Codifies requirements of R.C.W. 76. 04 pertaining to land c eating and burning. w U. ARMY CORPS OF ENGINEERS !!!M Section 1 of the River and Harbor Act of June 13, 1902 : Author- ices Secretary o Army and corps ot Engineers to issue permits to any persons or corporation desiring to improve any navigable river at their own expense and risk upon approval of the plans and specifications. Section 404 of the Federal Water Pollution Control Act (PL92-500 tat�� Authorizes the Secretary of the Army, acting t rou�i gh the Corp6 of Engineers, to issue permits for the discharge of dredged or fill material into the navigable waters at specified disposal sites. Permits may be denied if it is determined that such discharge will have adverse effects on municipal water supplies , shell fish beds and fishery areas ana wildlife or recreational areas. MISCELLANEOUS FEDERAL LEGISLATION Section 13 of the River and Harbor Act a roved March 3 1899: Provides that discharge o re use wit out a permit into navigable waters is prohibited. Violation is punishable by fins. Any citi- zen may file a complaint with the U. S. Attorney and share a por- tion of the fine. -2- PERMITS REQUIRED FOR THE PROJECT ARE AS FOLLOWS: KING COUNTY BUILDING AND LAND DEVELOPMENT DIVISION Kin Lunt Resolucion No. 25789 requires an unclassified use permit or 1 ing, quarrying including borrow pits and associ- ated activities such as aspha)t 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 any Land Development Division. Shoreline Mana ement Act 1971 requires a permit for construction on rate s ore Ines. Permit acquired by Pub=ic Works and reviewed by Building and Land Development Division. King County Ordinance No. 1488 requires permit for grading, land FiI s, grave pits, quarrying and mining operations except on County righ•-of-way. Review by Building and Land Develop- ment Division. WASHINGTON STATE DEPARTMENT OF FISHERIES AND GAME Cha ter 112 Laws of 1949: Requires hydraulics permit on certain protects. ing County Department of Public Works will obtain. ) WASHINGTON STATE DEPARTMENT OF ECOLOGY W.A.C. 173220: Requires a National Pollutant Discharge Eliminatio.i ystem - permit before discharge of pollutants from a point source into the navigable waters of the State of Washington. W.A.C. 372-24: Permit to discharge commercial or industrial waste waters into State surface or ground water (such as gravel washing , x pit operations, or any operation which results in a discharge which contains turbidity.) ix W.A.C. 508-12-100: Requires permit to use surface water. W.A.C. 508-12-190: Requires that changes to permits for water use e reviewed y the Department of Ecology whenever it is desired to change the purpcse of use, the place of use, the point of withdrawal and/or the diversion of water. W.A.C. SO8-12-220: Requires permit to use ground water. W.A.C. 508-12-260: Requires permit to construct reservoir for water storage. W.A.C. 508-12-280: Requires permit to construct storage dam. W.A.C. 508-60: Requires permit to construct in State flood eontro zone. King County Public Works secures one for design. Contractor secures one for his operation (false work design, etc. ) . -3- r;:iTS REQUIRED FoR THE PROJECT - Continued WASHINGTON SATE DEPkATMENT OF NATURAL RESOURCES R.C.W. 76.04.150 : Requires burning permit for all r.res except or sm��-outdoor fires for recreational purposes or yard debris disposal. Also the Department of Natural Resources reserves the right to restrict burning under the provisions of R.C.W. 76.04.150, 76.04.170, 76.04.180, and 70.94 due to exteme fire weather or to prevent restriction of visibility and excessive air pollution. R.C.W. 76.08.030: Cutting permit required before cutting merchant- able timber. r, R.C.W. 76.08.275: Operating permit required before operating power equipment in dead or down timber. R.C.W. 78.44.080: Requires permit for any surface mining opera- pa tnc u ing sand, gravel, stone, and earth from borrow pits) . ei UNITED STATES ARMY CORPS OF E. ;INEERS {1 ,4 Section 10 of River and Harbor Act of March 3 ' 999: Requires permit for construction (other t an bridges, see= S. Coast er Guard administered permits) on navigable waters (King County a Department of Public Works will obtain) . FIRE PROTECTION DISTRICT R.C.W. 52.28.010 52.28.020 52.28.030, 52.28.040, 51.. 28.050: rove es aut orrty or, requirements o an pens tres or failure to secure a fire permit for building an open fire within a fire protection district. UNITED STATES COAST GUARD Section 9 of River and Harbor Act of March 3 1899 General Brid e Act o Marc 6, an genera ri a Act o as amen e ugus�t equrres a permit for construction o rime on navigable waters (King County Department of Public "'orks will o` 'ain) . King County Department of Public Works wi,l comply with pertinent sections of the following laws while securing the afore- mentioned permit: Section 4(f) of Department of Transportation Act, National Environmental Policy Act of 1969, Water Quality Improvement Act of 1970. PUGET SOUND AIR POLLUTION CONTROL AGENCY Section 9.02(d) (2) (iii� of Regulation 1 : Request for ve, cfica- c::on of population dcnsitY. Contractor-should be sure his opera- tions are in compliance with Regulation I , particularly Section 9.02 (outdoor fires) , Section 9.04 (particulate matter--dust) , and Section 9. 15 (preventing particulate matter from becoming airborne) . 4 r. PERMITS REQUIRED FOR THE PROJECT - Continued ENVIRONTdENTAL PROTECTION AGENCY Title 40 Cha ter Ic, Pait 61 : Requires that the Environmental rothion geiff a notified 5 days prior to the demolition of any structure containing asbestos material (excluding residential structures having fewer than 5 dwelling units) . The above requirements .il_ oe 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, a Gn Washington, 98104. It shall be the responsibility of the Con- tractor to familiarize himself with all requirements therein. j All costs resulting therefrom shall be included in the Bid Prices and no additional compensation shall be made. a All permits will be available at construction site. t �,y w N M NA M Cp N 1 to HWY—F32320—AA PFEVAILING MINIMUM HOURLY WAGE FATES AUGUST 24. IQ8R CCCUPATICN: FLAGGERS LOCATION: CHFLAK. CLALLAM. rJUGLAS. GRAYS HARBCR. ISLAND. JFFFF=.SON. KiMr... KTTSAP. KITTITAS. LEWIS. MASON. PACIFIC. oIFRCF. SKAGIT. SNOHOMISH. THURSTON, WHATCOM AND YAKIMA COUNTIES FRINGE BENEFITS •� TOTAL HOURLY BENFFITS 3.43 !/HR. STATF h AGF RATES OCCUPATICN OCCUPATICN STA'F FFDFRAL CCOE DESCRIPTION RATE RATE ******* STATE WAGE RATE GROUP LISTING **gtyt 260-0010 FLAGGER 10.T8 -- w 1 OTHER 260-9260 STATF: OVERTIME — ALL HCUR', WORKED IN EXCESS 1. OF 8 HOUFS PFR !)AY CR 40 HOURS PER WFEK 1 + SHALL 5E PAID AT 1 1/2 TIMES THE RFGULAR RATE OF PAY. II 260-9261 RLFASF NOTE: EFFECTIVE JUNE 9. 1988. THE �y PAYMRNT OF OVEPTTMF RATES IS NOT PEOUTRED FOR THE FIRST TWO HOURS IN EXCESS OF EIGHT HOURS 1 . PFR DAY UNCFR CONDITIONS STIPULATED IN WAC '1Y6-1 ?7-022. .Y li Yt M. 10 CITY CF RENTON .., 1999 STEEL WATEFMAIN REPLACEMENT NE 2`19 STREET ANO NE 24TF STREET w P It HMV—R32320-1,A PREVAILING MINIMUM HOURLY WAGE RATES AUGUST 24 . 1488 OCCUPATION: FLAC.GERS LOCATI1N: CLALLAr. GRAYS HARBOR. ISLANC. JEFFERSCNe KING. KITSAP. LEwIS. MASON. PACIFIC INCRTH OF WAHKIAKUM COUNTY NORTHERN ROUNDARY EXTENCED DUE WEST TO THE PACIFIC OCEAN% PIERCE. -' SAN JUAN. SKAGIT. SNOHOMISH. THURSTON. WHATCOM ..NO THE PORTION OF THE FOLLOWING COUNTY LYING WEST OF TH' 120TH MERIrIAN: YAKIMA FRINGE BENEFITS TOTAL HOURLY BENEFITS 3.43 %/HR. FEDERAL WAGE RATES " OCCUPATION OCCUPATION STATE FEOFPAL CCOF DESCRIPTION PATE RATE tttttt FEDERAL WAGE RATE GROUP LIVING ttsttt w 260-0020 FLAGMEN M M {{ Im R� 7; PA 8 Im �, M1 rm M r. CITY OF RENTON '+ IC88 STFFL WATERMAIN RF. LACEmENT NE 2Nn STR«T AND NE 24TH STREET rs PAGE 2 Mt V, 1r. H6Y—P32320—AA PREVAILING .MINIMUM HOURLY WAGE PATES AUGUST 24. 1c8B OCCUPATI "N: LABOPFRS LOCATION: IFcO, LABrPEPSI CLALLAM, GCAYS HARBr)P , ISLAND. JFFFFRSON. KING. KITSAP. LEWIS. MASON, PACIFIC (NJCTH OF THE WAHKTAKUM COUNTy N'IPTHCRN BOUNDARY EXTENDED DUE WEST TC THc PACIFIC OCEANI , PIERCE. SAN JUAN. SKAGIT, SNOHOMISH. THURSTON. WHATCOM, AND THE �+ PC,TICNS OF THE FOLLOWING, COUKTIES LYING WEST OF THE 120TH MSRInIAN: CHELLN• OKANTGAN �{ FRINGE 9FNEFITS TOTAL HOIIPLY BENEFITS 1.43 R/HR. FFIEPAL 19 WAGE PATES OCCUPATICN '1CCUPATION ST AT c F , SEPA L I, CCDF OE SCR I PT I ON RATE FATC f q `r +++►•• FEDEPAL WAGE RATE GROUP LISTING tsssss GROUP I 3 350-0730 FENCE LA?ORFP — 8.46 350-0745 FINAL CLEAN—UP -- 8.46 35C-2101 WINDOW CLEANER — 9.46 1 GROUP 2 350-0051 BATCH WFIGHMAN -- 10.78 k 35C-0461 CRUSHER FEEDER __ 10.78 350-1260 PILOT CAR 10.7p 350-1871 TCCLROOM MAN IAT JOB SITE) 10.78 GROUP 3 A 350-0081 BALLAST RFGUL ATOP MACHINE -- 15.46 350-0241 CCRPEMTER TENDER -- 15.46 350-0271 CEMFNT FINISHER TENDER 350-0310 CHIPPFR -- 15.46 350—C340 CHUCK TENDER 15.46 350-0390 CONCRETE FORM STRIPPER _ 14.4K 350-0471 CURING CONCRETE __ 1q,46 350—G52�, '7EMCLITI7N. WP.cCKING 1N-) MOVING (I`1CL. -- 15.46 CHARRED HATER IALSI 150-0710 EPDXY TECHNICIAN -- 15.46 350-0910 GABION BASKET BUILOFR -- 15.46 CITY CF PFNTON of IPBp STFCL WATFPMAIN RFPLACFMENT KE 2Nn STPcFT AND NF 247E STREET In PAGE 3 M r HWY—R 32320—AA PREVAILING MINTMUM ' IURLY WAGE FATES AUGUST ?4. 19B8 OCCUPATION: LARCRERS LOCATION: IFEC. IAROFERSI C( ALLAM. GRAYS HARBOR. ISLAND. JEFFERSON. KING. KITSAP, LFWIS, MASON, PACIFIC (NORTH CF THE WAHKIAKUM COUNTY NORTHERN BOUNDARY EXTENDED DUE WEST TO THE 'ACIFIC OCEAN) . PIERCE. SAN JUAN, SKAGTT, SNOHOMiSH. THURSTON, WHATCOM. AND THE PORTIONS OF THE FOLLOWING COUNTIES LYING WEST OF THE 120TH MEPIDIAN: CHFLaN. OKANOGAN WAGE RATES OCCUPATION rCCUPATION STATE FFnEcal CODE 7ESCRIPTION RATC PAT= sots• FEDERAL WAGE RATE GROUP LISTING ++++aa GROUP 3 M 350—O021 GENERAL LABORER -- 1.5.46 1 e„� 350—CA60 GRINDERS -- IS.46 350-1371 POT TFNOER -- 15.46 .4 350-1?gl D^_WDERMAN HELPER -- 15.4E 350-1765 STAKE HOPPEP -- 15.46 350—IP80 TOPMAN TAILMAN 15.4a 350—I941 TUGGER OPCFATOR -- 15.46 M 350-2030 VIBRATING SCREED (AIR . GAS OR ELECTRIC) 15.46 GROUP 4 X 14 150-0051 ASPHALT RAKEF — 15.94 35U-0250 CEMENT DUMPER — PAVING -- 15.94 ?50-0421 CONCRETE SAW OPFRATCR — 15.94 14 350-0650 DRILLCP — WAG C AND AIR TRACK OPFPATOR — 15.94 Ll 350-0720 FALLER ANC BUC-.ER — CHAIN SAW -- IS.94 350-0930 :R.AOE CHECKER -- 15.94 tR 350-0951 HIGH SCALER -- I5.g4 350-0966 HCO CARPIER -- 15.94 350-0981 JACKHAMMER — 15.94 )y 350-1091 MANHOLE BUILDER -- 15.g4 350-1200 N022l EMAN (CONCRETE PUMP. GREEN CUTTER WHEN -- 15.94 " ,ING COMBINATION OF HIGH PRESSURE AIR AND ), WATCF ON C(7-NC.RFTF AND POCK. SAN9PLAST, GUNNTTE. SHOTCPETE) WATER BLASTER 35C-1256 PAVEMENT BREAKER -- } F.94 353-1315 PIPE RE( INER (NOT INSERT TYPE) -- 15.94 (.1 350-1280 DIPELAYER AND CAUL::EP -- 15.94 r CITY OF PENTON 1588 STE' WkTERMAIN REPLACEMENT NE ?).r STRFFT AND NE 24TH STREET r+� PAGE 4 ar r HWY-R32320-AA PREVAILING MINIMUM HOURLY WAGE RATES AUGUST 24. 19PA OCCUPATION: LASORFFS r LOCATION: (FEC. LABORERS ) C+_ALLAM. GRAYS HARBOR, ISLAND. JEFFERSON. KING. KITSAP. LEWIS. MASON. PACIFIC (NORTH DF THE W4HKIAKUM COIW TY NORTHFPN BOUNDARY FXTENDED DUE WEST TO THE PACIFIC OCEAN) . PIERCE. SAN JUAN. SKAGIT. SNOHOMISH. THURSTON. WHATCO4. AND THE PORTIONS OF THE FOLLOWING COUNTIES LYING, WEST OF THE 120TH MERIDIAN: CHELAN, OKANOGAN WAGE RATE; r OCCUPATION OCC"-PATICN STATF FEnF'41. „y CODE DESCRIPTION RATE RATE ♦a►ass FED.TRAL WAGE RATE GROUP LISTING assas►r. GROUP 4 350-1495 RAILR'7AD SPIKE PUIL FP (POWER) 15.C4 ,., 350-1-53 SPREADER ICCNCRETFI 15.R4 r 350-1751 SPREADER - CLASY POWER OP SIMILAR TYPES -- 15.04 i 250-lg40 TAMPER (MULTIPLE AND SSLF PROPELLEDI -- 15.04 350-1820 TAMPER AND SIMILAR ELECTRIC, AIR AND GAS 15.94 OPERATED TOOLS 350-IP65 TIMBERMAN - SEWER ( LAGGER, SNORER. 6 CRIBBER) - LS. c4 ' 350-1905 TRACK LINER ( POWER) 15.C4 350- 2000 VIBRATOR 350-2091 WELL-POINT MAN -- 15.94 '' -- 15.444 „A GROUP 5 350-0200 CAISSON WORKER`M 350-1110 MINER 16.30 350-1380 POWDERMAN -- 16.10 350-1500 RE-TIMBFRMAN '- 16.10 16.30 OTHEP -- 350-9350 FEOERGL: FOOTNOTE "C" - THE FOLLOWING REDUCED PATES MAY FE PAID ON PROJECTS WHICH HAVE A TOTAL VALUE LESS THAN E3 MILLION. EXCLUOING THE C^_ST CF ELECTPICAL. MECHANICAL AND UTIL- ITIES. UTILITIES INCLUDE SANITARY AND STORM SEWEP.AGE AND FACILITIES FOI THE CELIVERY CF WATER. ELECTRICITY. GAS AND COMMUNICATIONS. M CITY nF RENTON 1998 STEEL 4ATERMAIN 'FPLACEMcNT NE 2NO STREET AND N5 24TH STREET M PAGE 5 r HWY—R32320—AA PREVAILING MINIMUM HOURLY WAGE FATFS AUGUST 24. 1988 OC,CUPATICN: LABORERS LCCATICD!: IFE1. LABORERS ) CLALLAM. GRAYS HAR11R. 15LANDo JEFFFRSON. KING. KITSAP, LEWIS. MASON. PACIFIC (NORTH OF THE WAHKIAKUM COUNTY NORTHERN BOUNDARY EXTENDED DUE WEST TC THE PACIFIC OCEAN). PIER-R. SAN JUAN, SKAGIT. SNOHOMISH. THURSTON, WMATCOM. AND THE POPTICNS OF THE FOLLOWING COUNTIES LYING WEST OF THE 120TH MERIDIAN: fHFLAN. CKAAOGAN f±T HE R w:. 350-9351 GROUP 1 S 8.46/HP. GROUP 2 10.78 " GP.(VP 3 13.14 GROUP 4 13.55 GROUP S 13.86 a wr fi `q Y CITY OF RENTON I09R STEEL WL!EPMAIN REPLACEMENT nF ?ND STr=FT AND NE 24TH STREET r PAGE 6 r HWY—R32320—AA PREVAILING MINIMUM HOUPLY WAGE RATES AUGUST 24. 19PR OCCUPATION: LABOPEFS LOCATION: ISTATE LAVREFSI CLALLAM, GRAYS HARBOR. JEFFEPSON, KING. KITSAP. LFWIS, MASON. PACIFIC. PIERCE. SNOHOMISH AND THURSTON COU4TIPS FRINGE BENEFITS HEALTH AND WELFARE 1.75 S/HF. STATE PENSION 1.55 S/HR. STATE TRAINING FUND .13 S/HR. ST%TF WAGE RATES { OCCUPATION OCCUPATION STATE FF.DEFAL i w CODE DESCRIPTION RATE RATE e rttt►s STATE WAGE RATE GROUP LISTING 5�t + GROUP 1 f E ;F 350-2100 WINDOW CLEANS" 3.46 -- w GROUP 2 Zia 350-0090 BATCH WETGHMAN 10.78 -- p° 350-0460 CPUSHER FEEDER 10.78 -- N 350-1260 DILOT CAD 10.78 -- 350-1P70 TCCLROOM MAN IAT JOE SITEI 10.TB -- GROUP 3 350-0080 RALLAST REGULATOR MACHINE 15.46 ' 350-0240 CAFPENTER TENDER 15.4E -- cM 35C-C270 CEMENT FINISHER TFNOER 15.46 -- �, 150-0310 CHIPPc_R 15.41, -- : � 350-0340 CHUCK TF40ER 15.46 350-0350 CLEAN-UP LABORER 15.46 -- 350-0390 CONCRETE FORM STRIPPED 15.46 -- � 350-0470 CURING CONCRETE 15.46 -- .( *� 350-0520 ']EMOLITION. WPFCKING ANO MCVING (INCL. 15.46 -- CHAPPED MATERIALSI 3-33-0710 EPDXY TECHNICIAN 15.46 -- 350-0810 GABION BASKET BUILDEP 15.46 -- "' 350-OP20 GENERAL LAROPEP 15.46 -- 150-OP60 :FINGERS 15.4E -- 350-1370 POT TENDER 15.46 -- w CITY OF RE4TON es 1DR9 STEEL WATEFMA(N PEDLACEMFNT N9 2ND STPcFT ANn NF 24TH STREET N PAGE 7 } In d• H6Y—R32320—AA PREVAILING MINIMUM HC,URLY WAGE RATES AUGUST 7.4. IOPA OCCUPATION: LABORERS .— LOCATION. (STATE L46OFERS) CLALLAM. GRAYS HARBOR. JEFFERSON. KING. KITSAP. .— LEWIS. MASON, PACIFIC, PIERCE. SNOHOMISH AND THURSTON COUNTIES WAGE RATES �. OCCUPATION OCCUPATION CODE DESCR[PTiCN STATE FFOEPA( PATE RATE •ttt�t STATE %AGE RATE GROUP LISTING, attsts u GROUP 3 350-1390 POWOERMAN HELPER 350-1765 STAKE HOPPER 15.46 353-1BB0 TOP,MAN - TAILMAN 15.46 -- 350-1940 TUGGER OPERATOR 15.4E -- 350-2030 VTSPATING SCREED ( AIR. GAS OR ELECTRIC) 19,46 15.46 GROUP 4 PM 350-0050 ASPHALT RAKER 350-C250 CEMFNT DUMPER E - PAVING 15.94 -- 350-0420 CONCRETE SAW OPERATOR 15.q4 -'sm 350-0650 OFILLER — WAGON AND AIR TRACK OPERATOR 15.94 )t 350-C720 FALLER AND BUCKER - CHAIN SAW 15.94 350-OA40 GPADF CHFCKFR AN TRANSIT MAN 15.94 -- r. 350-0950 HIGH SCALER 15.94 35J-096q HOD r4pRIF I5.94 350-0980 JACKHAMMER 15.94 -_ 350-1D90 MANHOLE PUILDEE 15.04 350-1200 NOZZIEM AN (CONCRETE PUMP. 15.04 -- USTNG COMBINATION OF HIGH PRESSURE AIR AND WHEN 15,04 WATER ON CONCRETE AND ROCK. SANDBLAST. GUNNITE. SMOTCRETFI WATER BLASTER ry 350-1256 PAVEMENT BREAKER 350-1315 PIPE RELINER (NOT INSERT TYPEI 3SO-1280 PIPELAYER AND CAULKER 15.44 04 350-1485 PAILROAD SPIKE DULLER iPOwERI 15.94 _- 3i0-1753 SPFEA)ER (CDNCFFTRI 15.94 -_ 350-1750 SRpegOER - CLARY POWER OR SIMILAR TYPES _- 350-1H40 TAMPFR (MULTIPLE ANO SELF PROPELLED)h R AN 350-1820 TAMP m. 15.94 -- E SIMILAR E.Ef.TRIC. AIR AND f,45 15.94 OPERATED TOOL '- 350-1865 TIMPSPMAN - SEWER ( LAGGFR. SHOREP. L CRISPER ) 15.04 CITY OF FENTON to 19Aq STEEL WATER REPLACEMENT M4[N Rc'PL4,_ME NT NE ?ND STREET AND NE 24TH STREET r. PAGE 8 Is N HWY-R32320-AA PREVAILING MINIMUM HOURLY WAGE PATES AUGUST 24. 1988 OCCUPATION: LABORERS LOCATION: (STATE LABOPEPS! CLALLAI. GRAYS HARBOR. JEFF"SON. K(N:. KITS42. LEWIS. MASON. PACIFIC. PIFRCF, SNOHOMISH AND THURSTON COUNTIES - WAGE RATES OCCUPATION OCCUPATION STATE FEDERAL CODE DESCRIPTION FArC PATE RRRRR■ STATE WAGE RATE GROUP LISTING RRRRRt GROUP 4 ,-, 350-I9D5 TRACK LINER ( POWER) 15.94 -- 350-2000 VIBRATOR 15.4;4 -- 150-7090 WELL-POINT MAN 15.94 -- "" GROUP 5 ' 350-0200 fAISSCN WCPKER -- ,. 350-1110 MINER 16.'A -- r, 350-1379 POWOERMAN 16.10 -- 350-1500 RE-TIuBERMAN 16.30 -- OTHER 3"-•0-9349 PLEASE NOTE: EFFECTIVE ,TUNE 9. 1938. THE PAYMENT OF OVEFPTIME RATES IS NOT REQUIRED ; R FOR THE FIRST TWO HOURS IN EXCESS OF EIGHT HOURS PEP DAY. MCN )AY THP-3UGH FRIDAY. UNDER CCNDITICNS ST,PULATED TN WAC 296-177-022. 350-9350 STAT5: OVERTIME - AIL HOURS WORKED IN EXCESS � OF A HRS. /DAY O.P 40 HRS./WK.. MON. THRU FRT.. AND ALL HCURS WORKED ON SAT. IRXCFPT A MAKF- UP DAY) SHALL BE PAID 1 1/2 TIMES THE REGULAR -+ PATE. ALL HOURS WORKED SUNDAYS ANC HOLIDAYS SHALL BE PAID OOUBLF THE REGULAR RATE. 350-9351 STATE: HOLIDAYS - NEW YEARS DAY. MEMORIAL nr DAY. 4TH CF JULY. L %BCP DAY. THANKSGIVING DAY. FP [DAY AND SATUPDAY FCLLOWIN(i THANKS- GIVING D+Y ANC CHPIST�a AS DAY. 35C-9357 STATE: FOREMAN - $0.50 PER HOUR ABOVE THE HIGHFST LABO:.E: 'S CLASSIFICATION SUPERVISED. n CITY Cf PENTON 1099 STEEL WATFRMATN RFDLACEuFNT NE 2NO STP-cT AND Ng 24TH STRFFT r P4GE P t r HWY-R 32320-4A PREVAILING MINIMUM HOURLY WAGE RATES AUGUST 24. I9RR DCCUPATIC� : P--WER EO'IIPMEN'T OPER4TCRS L nCAT ICN: CLALLA4, GRAYS HARBnA. ISt AND, JEFFcPSCN, KING. KITSAP. 1 IcWIS. MAS7N. PACIFIC (NORTH OF AA4K IAKU4 COUNTY NOFTHEPN BOUNDAPY EXTENDED DUE E CT TO TFE PACIFIC Cf EAN). PIERCc. SAN JUAN. SKAGIT, SNOHOMISH, THURSTON. WHATCOM AND THE PCRTION OF THE FOILnWING COUNTY LYING WEST OF THE 120TH MFpIDIAN: YAKIMA FRINGE BENEFITS TOTAL HCUPLY BENEFITS 4.?l S/HP. FEDEr4L WAGE RATES CCCUPATICN OCCUPATION CODE OESCPIPTION 5747E FEOFPAt R AT RpTc ssssas FEDERAL WAGE RATE GPOw LISTING ss* .ss GROUP 1 570-5015 CRANE - OVERHEAD. BRIDGE TYPE 00 570-5501 CRANF 100OT SN N AND CVEPc OR 200 FT. OF BOOM INCLUDING JIB AND OVER 1Q•23 5TO-5506 ICADER. 9 YARDS AND OVcR -- 19.23 570-5511 SHOVELS A)'D ATTACHMENTS, 6 YARDS AND OVFR -- 19.23 GPOUP 2 570-5516 CABLEWAYS -- 570-5C25 CRANF - OVERHEAD, BRIDGE TYPE 19.73 ~ 45 IONS THRnUGH 99 TONS -- 19.73 570-5521 c OVEP 45 TO\S AND UP TO 100 TONS OR IA.73 !^A ' i0 FT OF BOn4 INCL,DING JIB 6 570-551 'I?R WINCH 570-55, . OVERHE'n 6 YARDS UP TO 9 YARDS -- 1?. 73 18.71 fA 570-rl" Ju "ACHINF MOLE. TUNNEL DRILL AND/OR 19.73.D — 570-556� -,;AO P AND SI MI, -R, D-10 AKC H11-41 570-5541 REMCTE CONTRCL I. E^ATDP . ETC. 570-5526 PCIIA.ON 570-5561 SCRAPERS, -' 19. 73 ELLED 45 "ARDS A` ) OVER 19.73 570-5551 SHOVELS. BACKHCES OVER 3 Y4R0S TO 6 /AROS 19.7? 570-5556 SLIPFORM PAVERS - 18.71 )a CITY OF RENTON 1cB9 STEEL AATEPMAIN Re-LACEMENT NF 211D STREF* AND NE 24TO STREET fs PAGE 10 i NER246 ST I)NION AVE NE TO ANACORTES AVE NE w-942 2+ ~ HWY-R32320-AA PREVAILING MINIMUM HOURLY WAGF RATES AUGUST 24. 19Rq f 7CCUPATICN: PMNER EQUIPMENT CPERATCRS r LOC AT IDN: CLALLAM. GRAYS HARBOR. ISLAND. JEFFERSCN, KING. KITSAP, LEWIS. MASON. PACIFIC INCRTH OF WAHKIAKUM COUNTY NITRTHEvN BOUNDARY EXTFNOED nUE WEST TO THE PACIFIC CCPcAN1. PIERCE, SAN JUAN, SKAGIT, SNOHOMISH. THUFSTnN. WHATCOM AND THE PMTION OF THE FOLLOWING COUNTY LYING, WEST OF THE 120TH MERIDIAN: YAKIMA w WAGE PATES .. OCCUPATION nCCUPATICN STATE FEDERAL CODE nESCRIPTION RATE RATF w ++••++ FEDERAL WAGE RATE GROUP LISTING +++•s+ GROUP 2 M 570-5531 TOWER CRANE t,i 570-5400 TPANsonRTEPS. ALL TRACK CR TRUCK TYPE. — 10.7-4 RI GROUP 3 `'S y7C-5576 RUMP CUTTER -- I Ft.2E 570-5591 CHIPPER — lB.?q 14 570-5571 CONCRETE BATCH PLANT OPERATOR -- 1B.Pq 570-5035 CRANF - OVERHFAO. BRIDGE TYPE -- IR.2q 20 TONS THROUGH 44 TONS 570-5581 CRANES, 20 TONS THRU 45 TONS -` 18.2q 570-55g6 CRUSHERS 1R.2q 570-5601 'JFPRICK — 18.2o Ly 570-5606 nR ILL ING MACHINE -- 1q.29 570-5611 FINISHING MACHINE -_ 1R .Tq 570-5616 LG.Af)E=S, OVFRHEAn UNDFR 6 YARD$ IR.79 570-562n LCGOMOTIVFS. ALL -- 19.71; t1 570-5626 YECHANSCS. ALL — 18.29 bT 570-563E MIXERS. ASPHALT PLANT -- 11.79 570-5641 MOTOR PATRCL GRADERS - FINISHING. BLUMIPS. -- 1R.79 PULLING SLOPES. DITCHES. ETC. 570-5651 PILFDRIVER -- 1R.2q 570-5646 PUMP TP.UCK Mn UNTEO CONCRETE PUMP WITH BOnM -- 1R." ATTAC-IMENT 5TO-5676 SCRAPERS. SELF-PROPELLED UNnER 45 'ARDS -- 1R. 2R 'T 57C-5656 SCREED MAN -- 18.2q 570-5661 SHOVELS. PACKHOES 3 YARDS AND 'JNOFR — 18.29 570-5666 SUB-GRADER - TRIMMER -- 15.2q .r CITY CF kENTON 1gR9 STEEL WATFRMAIN REPIACEMF%T NE 7N,n STPFFT AND NE 24TH ST;EFT M PAGE 11 In r r HMV—R32320—AA PP9VAILING MINIMUM HOURLY WAGE RATFS AUGUST 24. 19AS OCCUR ATI CN: POWER FOUI PMENT CPERAT fPS LOCATION: CLALLAM, GAYS HARBOR. ISLAND. JEFFFRSON. KING. KITSAP, LFW1S. MASON, PACIFIC (NCRTH OF WAHK IAKUM COUNTY NORTHERN e+. B^UNOAP.Y EXTENDED DUE WEST TO TI,F PACIFIC CCEAN). PIERCE. SAN JIIAN. SKAGIT, SNOHOMISH. THURSTON. WHATCOM AND THE PCRTICN OF THE FOILOWINr, CCUNTY LYING WEST OF THE 120TH MEF 101 AN: YAKI MA to V WAGE RATFS M CCCUPATICN OCCUPATION ST AT FEDERAL CODE OESCRIPTICN FATE 0ATP ••as«4 FEDERAL WAGE RATE GROUP LISTINGps *��• �_1 GROUP 3 ON 573-5681 TRACTOR. EO HP AND OVEP. RACKHOF AND ATTACH. — 1A.79 I* GROUP 4 57C-569P A—FRAME CRANE CVF,R 10 TCNS — 17.93 11 570-5736 CONCRFTF PUMPS -- 17.9' S70-5706 CONVEYORS -- 17.91 570-5701 CRANES. UP TU 20 TONS — 17.49 570-5691 OOZFPS. D-4 AND UNDER. YC—YO. PAY DOZER 17.93 570-5771 OPIVEP ON TRUCK CRANES CVER 45 TONS — 17.9a 57C-5766 FOUIPMENT SERVICE ENGINEER Y 17.93 570-5721 FORK LIFTS 17.93 570-5711 HCISTS. AIP TUGGERS. FTC. -- 17.93 5TO-5716 LCAOFRS — ELEVATING TYPE — 17.914 973-5726 MCTOR PATRCL GFADER — NON—FINISHING -- 17.93 570—S731 MUCKING M&CHIN5. ETC. 117.93 570-5741 OOLLFRS. ON PLANT. FOAOMIX OR MULTILIFT — IT.01 MATERIALS ` S70-5746 SAWS, CONCRETE 17.03 a 570-5751 Sf RAPERS — CARRY ALL — 17.91 570-5756 SRREAOFPS . PA AW KNOX. FTC. -- 17.93 57C-5776 7RACTOP , 60 HP AND UNDER. PACKHCF AND ATTACH. -- IT." 570-5161 TRENCHING MACHINES -- 17.9- GPOUP 5 eR 57C-5796 ASSISTANT FNGINFERS — 1R.53 570-56P6 BROOMS CITY OF CENTON N 19SR STFEL I. ATEPMAIN RFPLACFMENT NE 2N0 STc EET ANO NF 74TH STREET Per.E 12 HWY-R32320-AA PkEVAILING MINIMUM HOURLY WAGF RATES AUGUST 24. 199R OCCUPATICN: OCWFS FQt1IPMFNT CPERATORS LOCATION: CLALLAM. Gn4YS HAPBCR, ISLAND, JFFFFRSCN, KING, KITSAP. LEWIS . MASON. PACIFIC (NORTH OF WAHKIAKUM COUNTY NORTHERN BOUNDARY FXTEMCED DUE WEST TO THE PACIFIC CCEANI. PIERCE. SAN JUAN. SKAGIT. SNOHOMISH. THURSTON, WHATCCM AND THE PORTION OF THE FOLLOWING COUNTY LYING WEST OF THE 120TH MFPID! 4N: YAKIMA r WAGF RATES •.» OCCUPATICN OCCUPATICN STATE FEDFPAL CODE OFSCRIPTION RATE FATE +nett FEDERAL WAGE RATE GROUP LISTING tttttt GROUP 5 hA 570-5421 COMPFESSMRS 1� 570-SR?l GRACECHECKEP• AND STAKEMAN -- 15. 83 57n-2715 HYDFALIFTS / 900M TRUCKS 10 TONS AND UNDER -- IS." 510-5791 OIL OISTFIBUTDPS, BLOWERS. ETC. — 15.83 570-5706 rILFP DRIVER ON TRUCK CRANE 45 TONS AND 111VFP — 15. 83 570-5801 PAVEMENT BREAKER -- 15.83 573-RP06 POSTHOLF CIGGEP , MECHANICAL -- 15.93 570-5011 POWER PLANT -- 15.R3 57C-5826 PUMPS. WATFR -- 15.Rl 570-5781 RCLLER. OTHER THAN PLANT ROAD MIX -- 15. R3 570-59t16 WHEEL TRACTORS. FARMALL TYPE -- 15.8? OTHER 570-QS70 FEDERAL : FCCTNCTE ^C^: 952 OF THE BASF RATE ,R PLUS FALL FRINGE BENEFITS MAY BE 7AIO ON THr ROLL^WING KINDS OF PROJECTS: 1. PROJECTS INVOLVING WORK ON BRIDGES ANn Lv STFUCTURFS WHOSE TOTAL VALUF IS LESS THAN $1. 500.000 EXCLUDING MECHANICAL . ELFCTRlCAL AN-) UTILITY PORTIONS OF krt to tq CITY CF RENTCN 1999 STEFL WATERMAIN PFPIAC.RMFNT ` NE 74'1 STFFFT AND NE 24TH STREET PAGE 13 L HWY—P32320-4A PPcVAILING MINIMUM HOURLY WAGE RATES AUGUST 24. 1Q89 DCCUPATICN: POWEP EQUIPMENT CPEPAT^RS r LOCATION: CLALLAM. GRAYS HVSCR. ISLANC. JEFFcPSCN. KING, KITSAP. LEWIS. MASON, PACIFIC. INOPTH OF WAHKIAKUM COUNTY NOPTHECN 80UNDARY cXTENDED DUE WEST TO THE PACIFIC OCEANI. PIERCE. SAN J'IAN. SKAGIT. SNOHOMISH. THURSTON. WHATCOV AND THE PORTION OF THE FOLLOWING COUNTY LYING WEST OF THE 120TH McRIOTAN: YAK MA CTHE R +a 5TO—QST1 THE CCNTVACT. UTILITIES INCLUDE SANITARY G STCRM SEWFRAGS AN^, FACILIlV S FOR THE 'IELIVER.Y OF WATER. GAS, ELECTR'CITY AND M COMMUNICATICNS. 2. PROJECTS OF LESS THAN f1 .000.000 WHFRF e' E1 NO STRUCTURES ARE INVOLVED SUCH AS SUR- FACING AND PAVING. UTILITIES ARE N 570-9572 EXCLUDED FROM THE COST OF PPOJECT. 3. MARINE TYPE PROJFCTS SUCH AS DOCKS G WHARFS UNDER 5150.000. i ` Bi of i : � }tt ` n r i Fx Y11 CITY OF RENTON 1099 STEEL WATCRMAIN PFPLACEMENT S NE ?%0 STPSFT AND NE 24TH STPFET r PAGE 14 I a M HMV-R32320-AA PREVAILING MINIMUM HOURLY WAGE RATES AUGUST 24, 19RA OCCUPATICN: POWER EQ'.IT RMFNT CPERATCRS M LOCATION: CLALLAM, GRAYS HAPBCP . ISLANO. JPFFERSCN, KING, KITSAP. LEWIS. PACIFIC. PIERCE. SKAGIT. SNOHOMISH. THURSTON ANn WHATCCM COUNTIES sm I� FRTNGE BENEFITS HFALTH AND WEI.FAPE 1.95 %/HR. STATE PENSION 1.10 /HR. STATc 'F TRAINING FUND .26 S/HP. STATc y. WAGE RATES 1L OCCUPATION OCCUPATION STATE FEDERAL CODE DESCRIPTION RATF RATE ****w• STATt WAGE PATE GROUP LISTING, ►rwsst GROUP IA , 570-5015 CRANE - OVERHEAD. BRIDGE TYPE 10.23 100 TONS AND OVER 570-5500 CRANE 100 TONS AND CVEP ^R 200 FT CF 80UM 10.23 -- INCLUDING JIB AND OVER 570-5505 LCADER. 8 YARDS AND OVER 10,73 570-5510 SHOVELS AND ATTACHMFNTS. 6 YARDS AND CVER 10.71 -- GROUP 1 570-5515 CABLEWAYS 18.73 -- 570-5025 CRANE - OVERHEAD. BRIDGE TYPE 18 .73 -- ' 45 TONS THROUGH 90 TONS _- 5% 5520 CRANE 45 TONS AND UP TO 100 TONS OR 18.73 150 FT OF BOOM INCLUDING JIB 570-5535 HELICOPTER WINCH IR,73 570-5545 LCADER. OVERHEAD 6 YARDS UP TO 8 YARDS 1R.73 570-5130 MUCKING MACHINE. MOLE. TUNNEL DRILL AND/OR I9.73 SHIELD 570-5565 QUAD 9 ANC SIMILAR. 0-10 AND HD-41 19.73 R70-5540 REMOTE CONTROL OPERATnR. FTC. 18. 13 ' 570-5525 PCLLAGON 18.73 570-5560 SCRAPERS. SELF-PFCPELLF� 45 YARDS ANO nVFP 18.73 =_ 570-5550 SHnVFLS, 6ACK40ES OVER 3 YARDS TO 6 YARDS 19.73 570-5545 SLIPFORM PAVERS 18.7i -- 57C-5530 TOWER CRANE 18.73 -- 570-5400 TRANSPOPTEPS. ALL TFACK CA TRUCK TYPE 18.73 -- te CITY OF RFNTCN pV 19BP STEEL WATPPMAI"! REPLACEMENT NS 2ND STRccT AND NE 24TH STRcFT ■ PAGE 15 I I! HWY—R323?0—AA PRcVP7LING MINIMUM HOURLY W46S RATES AUGUST 24. 199R OCCUPATICN: Pt•*EF F0,IIPMENT OPFRATOPS LOCATION: CLALLAm. GRAYS HARBOR . ISLAND. JEFFFRSCN. KING KITSAP. LEWIS. PACIFIC. PIERCE, SKAGIT. SNOHOMISH. THURSTCN AND WHATCCM COUNTIrr WAGE PATES OCCUPATION OCCUPATICN STATE FEDERAL } CDOE DFS CR IPT ION FATF PATF a r►arr STATE WAGE FATE GP OUP LI ST i NG aa►aaa 'I N tb GROUP 2 570-5575 RUMP CUTTER 18.29 INN 57C-5590 CHIPPER 18 .29 —= 570-5570 CONCFFTE BATCH PLANT OPERATOR 1A.29 570-5035 !RANE — OVERHEAD. BPTDGc TYPE 18.29 -- /� 20 TONS THRCUGH 44 TONS 570-5580 CRANES. 20 TONS UP TO 45 TCNS JR.2a -- 57n-5595 rQUSHFRS 18.29 -- yr 970-5600 DEER ICK 1A.29 == 570-5605 DRILLING MACHINE 1P.20 In 570-5610 FINISHING MACHINE 1R.29 -- 570-5615 LCADERS. OVERHEAD UNDER 6 VARDS 19.?9 -- 4A 570-562D LCCOMOTIVES, ALL 19.29 -- 570-5625 MECHANICS. ALL 19.29 -- 570-5635 MIXERS. ASPHALT PLANT 19.29 -- 570-5640 MCTOP PATFCL GPAOERS — FINISHING. RLUETOPS. 1R.29 -- PULLING SLOPES. DITCHFS. ETC. 570-4730 PAVE OR CURB EXTRUDER ( ASPHALT AND CONCPETr) 19.29 -- S 570-5650 PILFORIVEP 18.29 570-2975 PILEDRIVER ( SKID TYPF ) 19.79 �Q 570--5645 PUMP TRUCK MOUNTEn CONCRETE PUMP WITH BOOM 19.29 -- ATTACHMENT 570-2569 ROTD-MILL PAVEMENT PRDFILFR 1R.29 -- t6 570-5675 SCRAPERS. SELF-PROPELLED UNDER 45 YARDS 19.29 -- 570-5655 SCREED MAN 18.29 -- SIC-5660 SHOVELS. BACKHDES 3 YARDS AND UNDER 18.29 -- Fr 570-5665 SUP-GRAOEP - TRIMMMER 19,79 -- 570-5690 '°ACTOR. 60 HP AND CVEP. RACKHOF AND ATTACH. IA .29 -- GR-tJP 3 h 570-5698 ',-FRAME CRANE CVEP 10 TONS 17.03 -- 570-5735 CONCRSTF PUMPS 17.93 -- M CITY Cc RENTON 1988 STEEL WATEFMAIN REPLACEMENT NE 2ND STREET AND NE 24TH STRFET he PAGF 16 IM Hay-R32320-AA PR_VAILING H a MINIMUM rU U . LY WAGE RATES AUGUST 24 , 19PP OCCUPATION: PrWca EQUIPMENT CPc AATORS LOCATION: CLALLAM. GRAYS HAFBOR. ISLANC. JEFFERSON, KING, KITSAP. LFFTS. PACIVIC. PIERCE. SKAGIT, SNOHOMISH. THURSTON AND WHATCCM COUNTIFS .a WAGE RATES OCCUPATION OCCUPATION STATE FEDFRAL CCOE DESCRIPTION r r _ AT RATc ****** STATE WADE RATE GROUP LISTING, *****e GROUP 3 570-5705 CONVEYORS 17.g3 570-5100 CRANES. UP TO 20 TONS 17.Q3 570-5Rg0 DOZERS. 0-9 AND UNDER , YC-YO. PAY DOZED 17 .93 570-5765 ECUIPME NT SERVICE ENGINEER 17.Q3 f'A 5 0-5720 FrRK LIFTS 17.Q3 -_ 1t 570-5710 HOISTS. AIR TUGGSRS, ETC. 17.g3 570-2695 HYOQALIFTS / BOOM TRUCKS OVER 10 TONS 17.03 t1 57C 5115 LOADERS - ELEVATING TYPE 17.93 570-5725 MOTOR PATROL GRADER - NON-FINISHING 17.gg 570-5785 nTLEP DRIVER ON TRUCK CRANE 17.93 570-5740 ROLLERS. Cot PLANT, QOADMIx rP MULTILIFT 17.93 'IATER IALS 570-5745 SAWS. CONCRETE 17.93 -- 570-5750 SCRAPERS - CARRY ALL 17.93 570-2915 SCRAPERS, CONCRETE 17.93 li 570-5755 SPREADERS. SLAW KNOX. ETC. 17.03 570-5775 TRACTOR. 60 HP AND UNDER. SACKHOF AND ATTACH. 17.93 570-5760 TRENCHING MACHINES 17.93 -- GROUP 4 570-5697 A-FFA4E CRANE. 10 TONS AND UNDER 15.83 to 570-57g5 ASSISTANT ENGINEERS 15.93 570-2575 BOBCAT 15.11 STO-5695 BROOMS 15.93 -- 570-5920 COMPRESSORS 15.83 -- 57C-5430 GPA^EGHECKER AND STAKEMAN 15 .P.3 570-2715 HYORALIFTS / BOOM TFU(!KS 10 TONS AN ) UNDFR 19.93 570-5790 rIL DISTPIBUTORS , BLOWERS. ETC. 15.83 570-5R00 PAVFMrNT BREAKER I5.p3 570-4735 PEPMANENT SHAFT-TYPE ELEVATOR 15.g3 570-5905 PCSTHOLE DIGGER, MECHANICAL 15.83 -- re CITY nF RENTON 1S9R STEFL WATEFMAIN REPLACEMENT NF 2ND STREET AND NE 24Th STPrc7 w PAGF 17 IN w HWY-P32320-AA PREVAILING, MINIMUM HOURLY WAGE PATES AUGUST 24. IgRA OCCUPATICN: DnWCR EOUIPMcNT CPERATCPS LOCATION: CLALLAM, GRAYS HAPBOR, TSIANO. JEFFcPSON. KIN:. KITCAo. LcWTS. PACIFIC, PIERCE, SKA;IT. SNOMCMISH. THURSTON AND WHATCOM COUNTIES WAGE PATES GCCUPATICN OCCUPATION STATE FEOFRAL CrDF DHSCRIPTICN RATE RATF ttwwww STATF WAGE R AT E GROUP L I STING gbtt GPJUP 4 k4 57C-5810 POWER PLANT 15.83 570-4745 PP03F TENCER IROTO-MILLI 15.R3 -- I '' 570-5825 PUMPS. WATER -- 570-5790 PCLLEP.. OTHER THAN PLANT ROAD MIX 15.A3 -- !� 570-5815 WHEFI TRACTORS, FARMAL: TYPE 15.A3 -- 1* 15.83 -- OTHFR Ii 11 570-9569 PLEASE NOTE: EFFECTIVE JUNE q. 1cQA. THE PAYMENT OF OVERRTTME RATES IS NOI 'EOUIRED FOR THE FIRST TWO HOURS IN EXCFSS OF FIGHT it HCURS PER CAY, MONDAY THROUGH FRIDAY. UNDFP IV CONDITIONS STIPULATED IN WAC 296-127-022. 570-9570 STATE: OVERTIME - ALL HOURS WORKED IN EXCESS N OF A HRS/CAY OR 40 HRS/WK.. MCN. THRU FRI. I# AND ALL HCUPS WORKED SAT. (EXCEPT WHEN WCRKED AS A MAKE-UP DAY). SMALL BE PAID AT 1 1/7 TIMES THC REGULAR RATE. ALL HOURS WORKED SUNDAYS AND HOLIDAYS SHALL OF PAID AT DOUBLE THE REGULAR RATE. 570-4;571 STATE: HGLiDAYS - NEW YEARS DAY. MEMORIAL s DAY. 4TH OF JULY, LABOR DAY. THANKSGIVING DAY. FRIDAY AND SATUPDAY FOLLOWING THANKS- GIVING DAY AND CHRISTMAS DAY. 570-9972 STATE: LEAOMAN $0.30 OVER MECHANIC !s r CITY OF RENTCN 1c99 STEEL WATEPMAIN RFPLACPMENT NE 2ND STRccT AND NE 24TH STREET PAGF 19 w HWY-P32320-AA PREVAILING MINIMUM HOURLY WAGE RATES AUGUST 24. 108R OCCUPATION: SUg VEYOPS LOCATION: CLALLAM. GRAYS HARBOR. ISIANC. JEFFERSON. KING. KITSAP. L°WTS. MASON. PACIFIC . PTERCF. SKAGIT♦ SNOHOMISH. THURSTON AND WHATC.nM .. COUNTIES. FRINGE BENEFITS TOTAL Hrl1RLY BENEFIT - PARTY CHIEF 1.50 S/HR. STATF TOTAL HOURLY BFNEF IT - INSTRUMENT 1.00 S/HR. STATE PERSCN s. TOTAL HOURLY BENEFIT - CHAIN PERSCN .70 $/HR.. STATE WAGE RATES ry OCCUPATICN OCCUPATION ST AT FEDERAL C OOF DESCRIPTION RATE RATE H ssassat STATE WAGE RATE GROUP LISTING assass■ 72C-0010 CHAIN PERSON 0.25 _- 720-0'T4D INISTPUMENT PERSON ( JUNIOR FNGINEEPI 10.00 -- 72J-0060 PARTY CPIEF 1? .50 -- OTHFP 720-9010 STATE: OVFRTIMF - ALI HOURS WOPKEC IN EXCESS OF B HOURS PER DAY CR 40 HCURS PER WEE( SHALL k# BF PAID AT ONE AND ONE-HALF TIMES THE REGULAF RATE OF PAY. 720-9015 STATE : NnTE - EFFECTIVF JUNE 9. 19P9. THE PAYM9NT OF OVERTIMF PATES iS NOT REQUIRED FOR THE FIRST T HOURS IN EXCESS OF EIGHT HOURS PFR DAY 11NOFR CONDITIONS STIPl1LATFD IN WAC 296-127-022. 1# rn M CITY CF FFNTON k 19RP STEEL WATEPMAIN PEPIACFMENT N7 IN-) STP-ET AN) NF 24TH S-POET lI•' PAGE IG t M .. O'WY-R32320-AA PREVAILING MINIMUM HOURLY WAGE RATES AUGUST 24. 1RFlP CCCUPLTICN: TEAMSTERS LOCATION-: CLALI +M. GR!YS HAPBOR, JEFFERSCN. KING. KITSAP , ,..WIS. MASON. PACIFIC. PIERCE. AND iHJESTON COUNTIES FRINrE BFNEFITS HEALTH AND wFLFAPE 1.P9 E/HR. PENSICN STATE ,: F6 1.R2 S/HP. CTATE WAGE RATES CCCUPATION OCCUPATION CCDE DESCRIPTION STATE 6TE FEDERAL °ATF RATF asssa• STATE WAGE RATE GROUP LISTING ****** 710-0310 A-FRA'AE OR HYDRALIFT TRUCKS OR SIMILAR EQUIPMENT WHEN A-FRAMF OR HYDRALIFT R 1B.14 n -- SIMILAR FOUIPMENT IS IN USF 730-0083 9UGGY4CBILE AN') SIMILAR 730-0100 PULK CEMENT TANKER 17 .P3 730-0110 PULL LIFTS. OR SIMILAR EQUIPMENT USED IN 1r,.94 LCAOING OP UNLOACING TRUCKS. TRANSPORTING AN SP DR TING 7. 6 MATERIALS ON JOB S' TES:WAREHOUSING -- 73U-0120 9ULL LIFTS, OR SIMILAR EQUIPMENT USED IN LCADIYG DR UNLOACING TRUCKS. TRANSPORTING 18.O1 MATERIALS ON JOB SITES:CTHER THAN WAREHOUSING 730-0140 PUS OR EMPLOYEE HAUL -- 730-C250 DUMPSTERS , AND SIMILAR ECUIPMENT:TOURNO- 17.66 ROCKERS. TOURNOWAGON. TOURNOTRAILEP. CAT OW 19.3� SFRIES. TERRA COBPA. LETCURNEAU. WEST INGHOUSE ATHEY WAGON. EUCLID, TWO AND FOUR-WHFFLEO POWER TRACTOR WTH TRAILER AND SIMILAR TOP- Y LCADED EQUIPMFNT TRANSPORTING MATERIAL AND " PERFORMING WORK IN TFAMSTER JURISOICTION:DUMP TRUCKS. SICE. END AND BOTTOM DUMP. INCLUDING SEMI-TRUCKS AND TRAINS OR COMBINATIONS I THEREOF :CVER 30 YDS. To, AND INC.L. 40 YDS. F• 14 CITY OF RFNTCN 00 1F8P S' :L wlTEPMAIN RFRLACFMENT LNF 2ND STREET AND NE 24Ti- STREET PAGE ?0 :A 8WY—R32320—AA RREV AIL ING MINI MIIM HOURLY WAGE RAT FS AUGUST 24. 19g8 OCCIIPATICk: TEAMSTFRS M lcay LOCAT :CI: CLALL C. PIEFC E.A4ND T R JEFFFRSON, KING. KITSAP, LEWIS• MAS^,V, ,. HURSTCN CCUNTIES WAGE RATFS CC CUP ATICN CO^F OCCUPATION DFSCRIPTION STATE FE R ATF RATE .,A ••**** STATE WAGE RATE GROUP LISTING ****** } 730-0240 OUMPSTEPS . AND SIMILAR EOUIPMFNT:TOURNO- ROCKERS, TOURNOWAGON, TOIIRNCTPAILER. CAT OW 19.16 —_ M SERIES. TERF4 COBRA, LETOURNFAU. WESTINGHOUSE 4 r:L ATHFY ,CN, EUCLIO. TWO AND FOUR—WHEELED POWER TRACTOR NTH TRAILER AND SIMILAP TOP— ', LC4DFD EQUIPMENT TRANSPORTING MATFFIAL AND # PERFORMING WORK IN TEAMSTER JURISDIC7, IO!1:OU,MP TRUCKS. SIDE, END AND ROTTCM DUMP. INCLUDING SEMI—TRUCKS AND TRAINS OR COMBINpTI�NS hrl THFaEDF:O VFR 20 YARDS TO AND INCL. 30 YARDS 730-0230 DUMPSTEPS. AND SIMILAR EQUIPM _ RCCKERS. TCURNOWAGON. TOUPNOTRAILER.IR CAT OW 17,99 SERIES, TERRA COBRA , LETCURNEAU, WESTINGHCUSF ATHEY WAGON. EUCLID, TWO ANO FOUR— ' POWFP TFACTCP WTH TRAILER AND SIMILAP STOP— . LO4DFD EQUIPMENT TRANSPORTING MATFRIAL AND PERFORMING W^RK IN TEAMSTER JUR ISOICTION:DUMP TRUCKS. SICE, ENC AND BOTTOM DUMP. INCLUDING SEMI—TRUCKS AND TRAINS OF COMBINATIONS ;IJ THEPFOF:OVFF 16 YARDS T0 AND INCL, 20 Y4RD5 y 730-0220 DUMPSTERS, AND SIMILAR FCCKFPS. TOURNOWAGCN. TOURNOTRA �FA. CAT NO— 17,04 SERIES. TEPPA COBRA, LETCURNFAUILWESTINGHOUSF ATHFY WAGON. EUC LI D, TWO AND FOUR—WHFFLED POWEP TRACTOR WTH TRAILER AND SiM[l 4F TOP— LOAOFD EQUIPMENT TRANSPORTING MATFPIAL AND PEP.FCRMING WORK IN TEAMSTER JIIR I$OICT ION:DUMP N TRUCKS. SIDE. ENO ANO ROTTCM DUMP, INCLUDING SEMI—TRUCKS AND TRAINS CR COMBINATTONS THFPEOF:OVFR 12 YARDS TO AND I'4CL. lb YARDS L CITY OF RF14TON 19RR STEEL "ATERMAIN PFPLACEmENT NE 2ND STREET AND );E 24TH STREET PAGE 21 W HWY-R32320-AA PREVAILING MINIMUM HOURLY WAGE RATES AUGUST 24, IRBP OCCUPATION: TEAMSTERS w. LOCATION: CLALLAM, GRAYS HARBOR. JEFFERSON, KING. KITSAP. LEWIS, MASCN, PACIFIC. PIERCE, AND THURSTON CCUNTTES w WAGE RATES OCCUPATION OCCUPATION STATE FEDERAL CCDE DESCRIPTION PATF RATF trait♦ STATE WAGE PATE GFOLIP LISTING M ty 730-0210 DUMPSTERS . AND SIMILAR EOULPMFNT:TOURNO- 17.78 -- FCCKERS. 7VURNOWAGON. TOURNCTRAILEP, CAT CW SERIES, TERRA COBRA. LETCURNEALI. WESTINGHOUSE ATHEY WAGON. EUCLID, TWO AND FOUP-WHFELEO POWER TRACTOR WTH TRAILER AND SIMILAR TOP- LOADED EOUIPMENT TRANSPORTING MATFRIAL AND p PERFORMING WORK IN TEAMSTER JUPISCICTION: OLIMP FA TRUCKS. SIDE. ENO AND ROTTCM DUMP. INCLUDING SFMI=RUCKS AND TRAINS OR COMBINATIONS Nt THEREOF :OVER 5 YARDS TO 'NC INCL. 12 YARDS 730-0200 DUMPSTERS . ANO SIMILAR EOUIPMENT:TOUFNO- 17.56 -- RCCKERS, TOUR.NOWAGGN. TOUPNOTRAILER, CAT DW SERIES. TFRRA COPRA. LFTCURNFAU, WFSTINGHCUSF ATHFY WAGON. EUCLID, Tao AND FOUR-WHEELED i POWFR TRACTOR WTH TRAILER AND SIMILAR TOP- LOADED EQUIPMENT TRANSPORTING MATFRIAl AND 04 PERFORMING WORK IN TEAMSTER Jl10ISDLCTION:DIIMP TRUCKS. SIDE, END AND 40TTCM DUMP, INCLUDING SEMI-TRUCKS AND TRAINS OR COMBINATIONS THE FIF:UP TO AND INCLUDING 5 YARDS _- 730-0260 OUMPSTEPS , AND SIMILAR EOUIPMENT:TCUPNO- 18 .4P RCCKEFS. TnURNOWAGON. TOURNOTRAILER. CAT DW SERIES. TERRA CCRRA, LETCURNFAU. WESTINGHCtISE ATHEY WAGON. EUCLID. TWO AND FOt]Q-WHFFLE.0 POWER TRACTOR WTH TRAILER AND SIMILAR TOP- LDAOED EQUIPMENT TRANSPORTING MATERIAL AND ri PERFORMING WORK IN TEAMSTER JURISDICTION:DUMP y TRUCKS. SIDE, ENO AND BOTTOM DUMP, INCLUDING SFMI-TRUCKS ANO TRAINS CR COMBINATIONS ,+ THEREOF:7VER 40 YARDS TC AND INCL. 55 YAPOc 733-C405 ESC04T ORIVEP OR PILOT CAR 12.50 M! 730-0410 EXPLOSIVE TRUCK (FIELD MIX ) AND SIMILAR EQUIPMENT 730-C4E0 FLAHERTY SPREADER 17,40 o• f.ITY 7F FFNTON I. 1SRR STEEL wA'FFMA!N QFPLACcMENT qc STC=FT AND "1E 241w STREET pe PAGE 22 r rHWY—P32320—AA PREVAILING MINIMUM HOURLY WAGE PATES AUGUST 24. 19R8 OCCUPATICN: TEAMSTEFS LOCATION' CLALLAM. GRAYS HARBOR . JRFFERSON, KING. KITSAP. LEWIS. MASON, PACIFIC. PIERCE. ANn THORSTON CCUNTTES WAGE RATES CCCUPATICN OCCUPATION STATE FFncRAi CCDE DFSCPI PT ION RATE PATE t� aasss• STATE ,.AGE RATE GROUP LISTING •'�'*s M T?O-0c�00 FLATBFO TRUCK. DUAL REAR AXLE 17.77 -- 730-0490 FLATBED TRUCK. SINGLE REAR AXLE 15.75 -- �, 730-0610 FUEL TRUCK. GREASE TRUCK. GREASER. BATTERY 17.66 -- SERVICE MAN AND/OR TIRE SERVICE MAN 730-0670 HYSTER OPERATORS IHAULING PULK LCCSF L7.83 -- AGGREGATES) 730-0690 LFVFRMAN AND L04CEP5 AT PUNKERS AND 17.5E BATCH PLANTS 730—C730 LOW9ED ANC HEAVY DUTY TRAILER: OVER 100 1R.32 -- li TONS GROSS -- 73C—C710 LOWREn AND HEAVY DUTY TRAILER: UNOER 50 17 .R8 TONS GROSS - 710-0720 LCWRED AND HEAVY DUTY TRAILER: 50 TONS 18.16 -- GROSS TO AND INCLUDING 100 TONS GROSS -- 730-0800 MECHANIC 1P.00 730-0810 MECHANIC HELPER 17.41 -- �.;. 730-0910 OIL DISTR 'BUTOP DRIVER (ROAD) 17.gq 730—ln35 OIL/TRANSPORT TANKER 15.37 730-10?5 PTCK—UP SWEFPER 15.75 -` 730-1010 PICK—UP TRUCK 15.75 == 730-1100 SCISSORS TRUCK 17.66 730-1140 SLUFRY TRUCK DRIVER 17.RR 710-1160 SNO—GO ANC SIMILAR EQUIPMENT 17.RR -- `,'" 730-1190 STRADDLE CARRIER IRCSS. HYSTER ANC SIMILAR) IT03 _- 730-1200 SWAMPER 17.56 730-1300 TEAM DRIVER 17.61 -- 730-1350 TRACTOR. SMALL RUBBER—TIRED IWHFN USED WITHIN 17.66 -- TSAMSTEF. JURISDICTIONI -- 730-1570 TRANSIT—MlY USED EXCLUSIVELY IN HEAVY 19.01 CCNSTR. :OVEP 20 YOS. 730-1560 TRANSIT—MIX USED EXCLUSIVELY IN HEAVY 18.85 -- M CCNSTR. :nVER 16 YDS . TC AND INCL. 20 YDS. 730-1550 TRANSIT-MIX USED EXCLUSIVELY IN HEAVY 1R .6q -- CONSTR. :OVER 12 YDS. TO AND INCL . 16 YDS. re CITY nF RFNT!!N V4 1gR8 STFEL WATERMA►N REPLACEMENT NE 2N0 STREET AND NE 24TH STPEFT IN PAGE 23 IN HWY—R32320—AA RF'cVA1L1NG MINIMUM HCURLY WAGE PATES AUGUST 24. 1999 CCCURATICN: TFAMSTEPS LOCATION: CLALLAM. G�4YS HAPROP. JEFFERSON. KING. KITSAP. LEWIS. 44SnN. PACIFIC. PIERCE, AND THURSTON COUNTIES WAGE RATES CCC.URATION DCCUPATICN STATE F''DERAI CODE D,'SCPIPTION PATE RATE sera*• STATE WAGE PATE GROUP LISTING ♦sass+ w 730-1540 TPANFIT—MIX USFO EXCLUSIVELY IN HEAVY 19.53 CCNFTR.:OVEP 10 YOS . TG AND INCL . 12 YOS. i 730-1530 T W'SIT—MIX USED EXCLUSIVELY IN hEAVY 1R.36 -- CONS " . .OVER 8 YDS. TC AND INCL. 10 YO3. 730-1520 7RA"Y, 1T—MIX USED EX WISIVEIY IN HEAVY 19.20 -- CCNSTR. :OVFP 6 YDS. TC AND INCL. 8 YDS. 730-1515 TRANSIT-41X USED EXCLUSIVELY IN HEAVY 19.04 -- CCNSTP. : CVER 4 112 YCF TO AND INCL. 6 YOS. 73C-1501 TRANSIT—MIX, USED FXCLUSIVELY IN HEAVY 17.517 -- wa CCNSTP. — 0 YOS. TO AND INCL . 4 1/2 YDS. 730-1750 VACUUM TRUCK 17.66 If -- 730-1R10 WAREHOUSEMAN AND CHECKERS 17.56 -- 730-2015 WATER WAGON AND TANK TRUCK: OVFP 3000 GALLONS 17.99 -- Ir 730-2000 WATER WAGCN AND TANK TRUCK: UP TC 1600 17.66 -- !t GALLONS 730-2010 WATER WAGCN AND TANK TRUCK: 1600 GALLONS 17.P3 -- I! TO 3000 GALLONS of 730-2210 4INCH TRUCK: DUAL REAR AXLE 17.RR -- 730—?200 WINCH TRUCK: SINGLE REAR AXLE 17.66 if 730-2?20 WRECKFR . TCW TRUCK AND SIMILAR ECUIPMENT 17.66 -- li OTHER 730-9730 STATE: CVFPTIME — ALL HCUPS WORKEC IN EXCESS W OF 8 HRS/GAY OQ 40 HPS/WK.. MON. THRU FP1 ., ANC ALL HCURS wOPKFO ON SATURDAYS, ( EXCEPT WHEN WOPKE9 AS A MAXF—UP ')AY). SHALL BE PAID N AT 1 1/7 TIMES THE REGULAR RATE CF PAY. All HOURS Wf1RKE0 ON SUNCAYS ANO HOLICAYS SHALL RE RAID DCURLF THE RFGULAP FATE OF PAY. f In o . I• CITY CF PENTON Fi 1980 STEEL WATFPMAIN PEPIACEMENT 1 N7 ?N') STFcET AND NF 24TH STREET M RAGE 24 M HNY—P32320—AA PREVAILING MINIMUM HDUQLY WAGE RATES AUGUST 24. IQPQ OCCLIPATICN: TEAMSTEFS LCCATION: CLALLAM. GKAYS HARBOR. JEFFERSON. KING. KITSAP, LEWIS. MASON. PACIFIC, PIERCE. AND THJQSTON CCUNTIFS .. OTHEP . Y �. 730-9731 STATE: PnLIOAYS — NEW YEARS DAY. MEMORIAL DAY. 4TH CF JULY. L480R DAY. THANKSGIVING DAY. FPIDAY AND SATURDAY FCLLCWING THANKS— i GIVING DAY AND CHRISTMAS OAy. r k4 f Y M o M M W 1 Y 'i CITY OF RENT!`N k4 14g9 STEEL WATERMATN REPLACEMENT NE 2NO STREET AND NE 24TH S-QFET M! PAGE 25 L HWY-R32320-AA PPFVAILING MINIMUM HOURLY WAGF FATES AUGUST 24. legR OCCUPATION: TCA45TERS V LOCATIO^l: CLALLAP, GRAYS HARBOR . ISLAND. JEFFFRSON, KING . KITSAR. KITTITAS. LEW!S. M45.„l. PIEFCF. SAN JUAN. SKA^,IT. SNOHr1MTSH. THIIRSTON. w WMATCOM. PACIFIC ( THE PORTION NCPTH OF THE WAHKIAKIIM COUNTY NORTHRRN ROUNOARY EXTENOSD DUC WEST TC THE PACIFIC OCFAaI) . 'NO THE PCPTIONS OF THE FOLLLOWING COUNTIES LYING WEST OF THE 120TH .s vEFIOTAN: CHg AN. OOUGLAS. OKANOGAN AND YAKIMA FRINGE BENEFITS w TOTAL HOURLY BENEFITS 3.64 f/HP. FEOEPAL s WAGE RATES OCCUPATION OCCUPATION STATE FFOERAL GOOF DESCRIPTION FATE RATE 7y�.. sks**• FFOEPAL WA.E PATE GROUP LISTING •>e d►as 730-0010 A-FRAMF OP HYOPALIFT TRUCKS OR SIMILAR -- 17.64 99 EQUIPMENT WHEN A-FP AME OF HYOPAL IF- 11R SIMILAR ECUIPMFNT IS IN USF 730-3080 BUG9YMOPILE AND SIMILAR -- 17.1R 730-0130 RJLK CEMENT TANKER -- 17.4q 730—.`.110 BULL LIFTS. OR SIMILAR EQUIPMENT USED IN 17.16 LOADING OR UNLOADING TRUCKS. TRANSPORTING MATERIALS CN JOB SITES: .AREHCUSING 730-0120 BULL LIFTS. OR SIMILAR EQUIPMENT USED IN -- 17. 51 LOADING OR UNLOADING TRUCKS. TRANSPORTING MATERIALS CN JOB SITES:OTHER THAN WAREHOUSING 730-0140 BUS OR EMPLOYEF HAUL Y -- 730-0145 CHFCKFRS 17.06 730-0200 DUMPSTERS . AND SIMILAR FQUIPMSNT:TCUPNO- — 17.1E DOCKERS. TCURNOWAGnN. TOURNCTRAILER. fAT CW SERIES. TERRA COBFA . LETCURNEAU. WESTINGHOUSE ATHEY WAGON. EUCLID. TWO AND FOUR-WHEELED PCWFR TRACTOR WTH TRAILER AND SIMILAR TOP- LOADED EOUIPMF�,T TRANSPORTING MATERIAL AND PERFORMING WOFK IN TEAMSTER JURISCICTTON:C1IMP TRUCKS. SIDE. END AND ROTTCM LUMP. INCLUDING `.5M.1-TRUCKS AND TRAINS OR C^MBiNATTONS 'M THEREIF :UP TO AND INCLUDING 5 YARDS CITY CF RENTON 1989 S'SPL WATFDMAIN REPLACEMENT NS 2NO STF=FT AND NE 24TH STREET PAGF 2R r HWY-R32320-AA ORCVAILING MINIMUM HOUFLY WAGE RATES AUGUST 74. 19PA CCCUPATICN: TEAMSTERS L OCAT ICN: CL :LLSM. GPAY� HAP900 . )SLANC. JEFFEPSCN. KING. KTTSAD. KITT!T4S. LF'WIS. MASON. PIERCE, SAN JVAN. SKAGIT. SNCH^MISH. THURSTON. , «.. WHATCOM. PACIFIC ( THE PORTION NORTH (IF THE WAHKIAKUM COUNTY NORTHERN BOUNDARY EXTENDED DUE WEST TC THE PACIFIC OCEAN). AND THE PCRTICNS OF THE FCLLLOWING COUNTIES LYING WEST OF THE 120TH w M°PIDIAN: CHELAN. DOUGLAS, OKANOGAN AND YAKIMA WAGE RATES R OCCUPATION OCCUPATICN ST AT F. FED°PAL of CCDF DESCRIPTION FATE RATE 'y *Mass* FEDERAL WAGE RATE GROUP LISTING arras• �t T30-0210 DUMPSTERS , ANO SIMILAR FOUIPMENT:TOUPNO- — )7.3P RCCKFPS. TOUFNOWAGON. TDURNOTRAILEF . CAT OW SERIES. TFRPA COBRA. LETCUFNEAU. WFSTINGHCUSP F! ATHFY WAGON. EUCLID. TWO ANO FOUR-WHEELED PCW7R TRACTOR WTH TRAILER AND STMiLAP Tr)P- ly LOADED SOLIPMFNT TRANSPORTING MATERIAL AND PERFORMING WORK IN TEAMSTER JOP ISDICTInN:DJMP TRUCKS, SIDE. ENO AND POTTCM DUMP, INCLUDING SFMI-TRUCKS AND TRAINS OF. COMBINATIONS THFREOF:OVER 5 YARDS TO AND INCL . 12 YARDS 730-0230 DUMPSTEPS. AND SIMILAR EOUIPMFNT:TOURNO- -- 17.49 ROCKERS. TOURNOWAGON. TOURNOTPAILFP . CAT DW M SERIES. TERRA COBRA, LETDURNEAU. WFSTINGHOUSF 4T4FY WAGON. EUCLID. TWC AND FOUR-WHEELED POWFR TRACTOR WTH TFAILFP AND SIMiLAP TOP- It LCADED EQUIPMENT TPANSPORTING MATERIAL AND is PERFORMING WORK IN TEAMSTER JURISOICTION:CIIMP TRUCKS. SLOE. FNO AND BOTTOM DUMP, INCLUDING SEMI-TRUCKS AND TRAINS CR CCMBINATIONS f'4 THERFOF :DVER 16 YARDS TC AND INCL. 20 YARDS kt 730-0220 DUMPSTERS , AND SIMILAR FOUIPMENT:TDUPNO- -- 17.44 PCCKERS, TOUPNOWAGON,. TOURNOTRAILER. CAT OW !y SFRIES. TERRA COBRA. LFTCURNEAU. WESTINGHCIISE ATHEY WAGON. EUCLID. TWO AND FOUP-WHEELED POkER TPACTCR WTH TFAILFP AND SIMILAP TOP- ,.. LOADED EOUIDMFNT TRANSPORTING MATFPIAL AND lam"' PERFORMING WOPK IN TEAMSTER JUPISCICTION:DUMP TRUCKS. SIDE, FND AND BCTTCM DUMP. INCLUDING SEMI-TRUCKS AND TRAINS OP. COMBINATIONS THEREDF :OVEP 12 YARDS TO AND INCL. 16 YARDS CITY OF RFNTON 199R STEEL WATERMAIN RFOLACEMENT NE 2NU STREET AND NE 24TH STREET ■ PAGR 27 HWY-R32320-AA PPE V4[LING MINIMUM HOURLY WAGE FATES AUGUST 74. 1999 paOCCUPATI^N: TEAMSTERS LOCATION: CLALLAM. GE.AYS HARBOR , ISLANC. JEFFERSCN. KING. K[ TS40. KITTITAS. LfWiS, 04SJN. PIERCE. SAN JOAN. SKAGIT. SNCHOMISH. THl)RSTnN. /r WHATCOM. PACIFIC ITHE PORT ICN NCRTH CF THENOPTHERN WAHKI4K UM COUNTY DUE WEST TO THE PACIFIC OCEAN) . AND THE PCRTIO"iS OF THE FCLLLnWING COUNTIES LYING WEST OF THE 1JOTH M M,Fc Ir)IAN: CHELAN. 07UGLAS. OKANCGAN AND YAKIMA �# WAGE RATES OCCUPATION OCCUPAT[CN CnDE ')ESCRIPTION STATE FFnES4l v qTF RATE ♦**Rrs FEDERAL WAGE RATE GROUP LISTING ****** # 730- _ '40 DUMPSTFPS. AND SIMILAR c _ RCCKERS. TOURNCWAGCN. TOURNOTR4ILER PCAT D•W 17.66 00 SfPiFS. TF,PA CCBRA. LETCURNEAU. WFSTINGHOUSE it ATHEY WAGON, EUCLID. TWC AND FOUP-WHEFLEC PCWEF TRACTOP WTH TPA IL FP AND SIMIL AP TOP- of LCADED EQUIPMENT TRANSPORTING MATERIAL AND PERFORMING W7FK IN TEAMSTFP JURISDTCTION:DUMP TRUCKS. SIDE. ENC AND BOTTOM DUMP. INCLUDING C FA SEMI-'^UC.KS AND TRAINS CR COMBINATIONS 3 THEPECF.CVER 20 YARDS TO AND INCL. 30 YARDS 730-0250 DUMPSTFPS . AND SIMILAF EQUIPMENT:TOUPNO- ROCKERS, TOIIRNOWAGON. TOUPNCTRAILER. CAT CW .� 17.92 SERIES. TERRA COBRA. LETOURNEAU. WFSTINGHCUSE M ATHEY WAGCN, EUCLID. TWO AND FJUP-WHFELEO POWER TRACTOR WTH TRAILER AND SIMILAR TOP- '; lq LOADED EQUIPMENT TRANSPORTING MATERIAL AND '., PERFORMING WOFK IN TEAMSTER JURISCICTTON:0114P TRUCKS. SIDE. END AND BOTTOM DUMP. INCLUDING L•� SEMI-TRUCKS AND TRAINS OR COMBINATIONS THERE•7F :OVER 30 YDS. TO AND INCL. 40 YDS . M 730-0260 nUMPSTERS . AND SIMILAR EQUIP4FNT:TOURNO- RCCKERS. TCURNOWAGCN. TOURNOTRAILER, CAT DW 17.98 14 SERIES. TERRA COBRA . LETCUPNEAU. WFSTINGHCUSE jy ATHEY WAGON, EUCLID, TWO AND FCUP-WHEELEn POWER TRACTOR WTH TRAILER AND SIMILAR TOP- LOADcn EQUIPMENT TRANSPORTING MATERIAL AND PERFORMING WORK IN TEAMSTER JURISnTCTInN:DUMD TRUCKS. SIDE. END ANO BOTTOM DAMP. INCLUDING SFMI-TRUCKS ANO TRAINS OR COMBINATIONS THEREOF:OVcR 40 YARDS TO AND INCL . 55 YARDS CITY OF RENTON 198E STEEL WATERMAIN REP c c l 4C.M .NT NF 2ND STREET AND NF 24TH STREET PAGE 7v HWY-R32320-AA PREVAILING MINIMUM HOURLY WAGE PATE U S AUGUST 74, 1998 OCC UPATI ^N: TFAMSTERS c. LOC AT ICN: CLALLAM. GRAYS HAP BOR. ISLAND. JEFFFR SON. KING. KI TS AP. KITT TTAS. LEWIS. MASON. PIERCE, SAN JUAN. SKAGIT• SNOHCIMiSH. THURST:N. WHATCOM. PACIFIC ( THE PORTICN NCRTH OF T14E WAHKIAKUM COUNTY j NORTHERN BOUNDARY FXTENDFD DUE WEST TO THE PACIFIC OCEAN) . AND THE P^PTIONS OF THE FJLLLOWING COUNTIES LYING WEST OF THE 120TH MFFIOIAN: CHFLAN. D^UGLAS, OKANCGAN AND YAKIMA �# WAGE RATES OCCUPATICN OCCUPATTCN ►p CD OE DESCRIPTION STATE ATE FFD FRAL RATE PATF tsssat FEDEPAL WAGE RATE GROUP LISTING ****** 730-0400 ESCORT DRIVER -- 12.1)0 730-0410 EXPLOSIVE TRUCK (FIELD MIX) AND SIMILAR 17.?P ECUIPMENT 1! 730-C460 FLAHERTY SPREADER 17.16 730-0500 FLATBED TRUCK. DUAL REAR AXLE 17.77 pe 730-0490 ELATRcO TRUCK. SINGLE PEAR AXLE -- 15.25 t� 790-0610 FUEL TRUCK, GREASE TRUCK. GPEASER. BATTERY - 17.16 SERVICE MAN AND/OR TIRE SERVICE MAN N 730-0670 HYSTFR OPERATORS IHAULIN, BULK LCOSE l7.•? s AGGREGATES) j h 73U-0690 LEVERMAN AND LOADERS AT BUNKERS AND 9ATCH PLANTS -- 17.06 N 730-0730 LOWBED AND HEAVY DUTY TRAILER: OVER 100 17.R7 P91 TONS GROSS 73C-C710 LOWRE'1 AND HEAVY DUTY TRAILFR: URGER 50 — 17.18 1(! CONS GROSS 730-0720 LOWBED AND HEAVY DUTY TRAILER: 50 TONS — 17.66 GROSS TO AND INCLUDING 100 TONS GROSS 73J-0910 CIL OISTRIPUTOP DRIVER (ROAD) I7.38 ' 1 730-1010 RICK-UP TRUCK 730-1020 PILOT CAR �- 15.25 730-1100 SCISSORS TRUCK — 12.00 730-1140 SLURRY TRUCK DRIVER -' 17.16 73J-1160 SNO-GO AND SIMILAR EQUIPMENT -- 17.39 If 17.39 730-1190 STRADDLE CARRIER (ROSS. HYSTFR AND SIMILAR) 17.31 73C-I?00 SWAMPER Y 17.06 1Y 730-1300 TEA^ DRIVER 17.11 730-1353 TRACTDR. SMALL RU939ER-TIPEC (WHEN USED WITHIN TEAMSTER JLRISDICTICNI 17. 16 14 CITY CF PENTON M 1488 STEEL WATERMAIN PEPLACEMFNT M NE 2NU STREET AND NE 24TH STREET PAGE 29 HWY-k32320-AA PPEVAILINC. MINIMUM HCCRLY WAGE RATES AUGUST 24 . 19RP CCCUPATICN: TEAMSTEPS LOCATI(IN: CLALL4N. Gk4YS HAPBOR. ISLAND. JFFFcRSC'1, KING. KITSAP. KITTTTAS. LEWIS. MASON. PIFRCE. SAN JUAN. SKAGI7. SNCHDMISH. THOPSTON. ... WHATCCM. PACIFIC (THE Dn FTTON NCPTH OF THE WAHKIAKUM COUNTY NORTHEPN 9OIINDAPY EXTENDED DUE WEST TC THE PACIFTC nCFAN). AND THE POFTIONS OF THE FOLLLOWING COUNTI5S LYING WEST OF THE 170TH MERIDIAN: CHELAN. nOUGLAS. OKANOGAN ANC YAKIMA WAGE RATES OCCUPATI^N nCCUPATInN STATE FEnFPAI COn5 9F.SCDIPTION RATE RATF ssssss FEDFFAL WAGE RATE GROUP LISTING ssssss 730-1405 TRANSIT MIX. — 17.54 OVER 4 YDS. TC AND INCLUDING 6 YCS. 730-1425 TRANSIT MIX. — 17.8h �J Ls CV F0. 8YDS. TO AND INCLUDING 10 YDS. 1. 730-1415 TRtNSIT NIX. -- 17.70 t', q OVFF 6 YDS. TO AND INCLUDING R YOS. 730-1447 TRANSIT MIX. 19.35 i- OVFP 16 YOS. TO AND INCLUDING 20 YOS. 1� 730-1445 TRANSIT MIX. -- 1q.lq t` M OVEP 12 YDS. TO AND INCLUDING 16 YDS. 730-1435 TRANSIT MIX. — 1P.03 OVER 10 YCS. TO AND INCLUDING 12 YDS. 730-1451 TRANSIT MIXERS AND TRUCKS hAULIkG CONCRETE: — 19.51 OVER 20 YOS. I 730-1500 TRANSIT-MIX. 0 TO AND INCLUDING 4.5 YDS. == 17.37 t 730-1750 VACUU'4 TRUCK 17.16 730-IRIO WAREHOUSEMAN AND CHECKFRS _ 17.06 730-2015 WATER WAGCN A4n TANK TPUCK: OVER 1000 CALLONS 17.49 q. 730-2000 HATER WAGON AND TANK TPUCK: UP TC 1600 — 17.1h GALLONS 730-2010 WATER WAGCN AND TANK TPUCK: 1600 GALLONS — 17.33 TO 3000 GALLONS 730-2210 WINCH TPUCK: DUAL PEAR AXLE — I7.18 w 730-2200 WINCH TRUCK: SINGLE PEAR AXLE 17.16 730-27?0 WRECKER. TOW TRUCK AND SIMILAR EQUIPMENT — 17.1t. b CITY OF RENTON ' IN 1c99 STEEL WATERMAIN REPLACEMENT NF 2t:D STFFFT AND NE 24TH STFFFT r PACE 30 I 4 s r HWY-R32320-A4 PREVAILING MINI HUM HOURLY WAGE PATES AiIGUST 24. 1QR9 OCCUPATION: TEAMSTERS r. LOCATION: CLALLAM. GRAYS HAPBOP . ISLAND. JFFFRRtr?i. KIr1G. KITKAl. KITTiTAS. LEWIS. MASON. PIERCE. SAN JOAN. SKAGIT. SNOHOMISH. THIIRSTON. WHATCOM. PACIFIC ITHF PORTICA NC.RTH OF THE WAHKIAKUM f.011NTY NORTHERN RCUNDARY FXTFNOEO DUE W-ST TC THE PACIFIC OCEAN) . AND THE PCRTIONS CF THE FCLLLOWING COUNTIES LYING WEST OF THE 120TH MFPIOIAN: CHELAN. D'1UGLAS• OKANCGAN AND YAKIMA CTHER e p' H. 73C-9730 FEDERAL: FOOTNOTE ^D" - PST OF THE RASE PATE f PLUS FULL FRINGE RFNEFITS MAY RE PAID ON THP + FCLLCWING PPOJECTS: ' 1. PROJECTS INVOLVING WOPK ON BRIDGES AAD I STRUCTURES WHOSE TOTAL V4lUE IS LFSS THAN $1.500.000 EXCLUDING MECHANICAL. ELECTRICAL AND UTILITY PORTICNS CF THE '. r 730-9731 CONTRACT . UTILITIES INCIUOE SANITARY G pr STORM SEWERAGE AND FACILITIES FOP THE i OELIVFRY CF WATER, GAS. ELECTRICITY AND COMMUNIC 4T IONS . 2. PROJECTS OF LESS THAN f1 .000.000 WHERE I Nn STRUCTURES ARE INVOLVED SUCH AS SUB- FACING AND PAVING. UTILITIES ARE 730-473? EXCLLDEO FROM THE CCST OF PRCJECT. LN 3. MARINE TYRE PPOJECTS SUCH AS DOCKS L '4HARFS LINDER $150,000. N S 1 CITY OF PENTON 1°99 STEEL WATEPMAIN RFPLACFMENT I NP IND ST^..PET AND NF 24TH STPPET P pr,E 31 Pill r HWY—R3?320—AA PREVAILING MINIMUM H111RLY WAGE FATES AUGUST 24. 1999 i OCCUPATICN: TRAFFIC CONTPCL STPtPccS L.nCAT;ON: STATFwIDE ( EXCEPT CLAPK, COWLIT7. KLICKITAT. PACIFIC—THAT PnPT !^9 SOUTH OF THE WAHKIAKUM COUNTY NOPTHFRN BOUNDARY FXTFNOFD OUF WFST , ,_. In THE PACIFIC OCEAN. SKAMANIA. AND WAHKTAKUM COUNTIES ! FP INGE 9ENFF ITS TC.TAL HOURLY 9cNEF !TS 1.97 S/HP. FEDERAL WAGE RATES r 1.4 OCCUPATION OCCUPATION STATE FFDEPAI COOE DESCRIPTION RATE PATF (m •tt�s� FEDERAL WAGE RATE GROUP LISTING str►>t• IS P20-0020 JOURNEYMAN -- 17.15 M +r W H Y4 M M it M M re YI ey v1 M CITY OF RENTON ~ 1999 STFcL WATEPMAIN PEPLACEME?4T NE ?N7 STF=ET AND NE 24TH STREET PAGE 32 HWY-032320-AA PREVAILING MINIMUM HCUFLY WAGE FATES AUGUST 24, 1PRB ... CCCUPATI^�a: TRAFFIC CCNTP.CL STRIPEpS LOCATICN : STATEWIDE FRINGF BENEFITS i APPPFNTIr.E TPAINING .06 E/Ha, �+ HEALTH AND WELFARE 1.70 E/HP. STATE STATE PENSION .50 S/HR. STATE rACE PATES OCCUPATION OCCUPATICN STATE FEDFFAI CODE DESCRIPTION RATF RATE w �r rtasrra STATE WAGE RATE GROUP LISTING srrrrrr w RIJ-0010 ECPEMAN 20.12 820-0320 JCURNEYMAN IT.15 12 -- __ OTHER 820-9320 STATE: OVERTIME - ALL HCURS WORKED IN EXCESS OF 8 HOU'2S PER DAY OR 40 HOURS nFq WEEK is SHALL BE PAID AT 1 1/2 TIMES THE REGULAR RATE 'IF PAY. to �l lA �i 14 a CITY OF PENTON b 19RR STFFL WATERMAIN REPLLCEMEN' NF 2NO STREET AND NE 24TH STREET PAGE 33 SUPPLEMENTAL PROVISIONS w t. M �r CITY OF RENTON STANDARD SPECIFICATIONS THE STANDARD SPECIFICATIONS FOR ROAD, BRIDGE APO MUNICIPAL CONSTRUCTION PREPARED BY THE WASHINGTON -^ STATE DEPARTMENT OF TRANLSPORTATION NO THE WASHINGTON STATE DWTER OF THE AMERICAN PUBLIC NORWS ASSOCIATION 1984 EDITION SHALL BE HEREINAFTER REFERRED TD AS THE 'STANDARD SPECIFICATIONS" AND SAID SPECIFICATIONS TOGETHER 7ITH THE LAMS OF THE STATE OF WASHINGTON AND THE ORDINANCES AND CHARTER OF THE CITY OF RENTON, SO FAR AS APPLIC.`BLE, APE HEREBY INCLUDED IN THESE SPECIFICATIONS AS THOUGH OIATED IN THEIR ENTIRETY AND 94ALL AP•.Y EXCEPT AS AMENDED OR SUPER Smm BY THE SPECIAL PROVISIONS HEREIN. A COPY OF THESE STANDARD SPECIFICATIONS IS ON FILE IN THE OFFICE OF THE PUBLIC ADRRS OIRECTOR, HUNIC TL BUILDING, RENTON, WASHINGTON 98055, MERE THEY WRY BE DMINED AND COPIED BY AM/ INTERESTED PARTY, ,a It WEEVER RETERENCE IS MADE IN THE STANDARD SPECIFICATIONS TO THE OWNER OR STATE, SUCH REFERENCE SMALL BE CONSTRUED TO BEAM THE CITY OF RENTON, AND MERE REFERENCE IS MADE TD THE ENGINEER, SUCH REFERENCE SHALL BE CON.T' ED TO WEAN THE DIRECTOR OF PUBLIC WORKS, CITY OF FENTO�, OR HIS DULY AUTORIZED REPRESENTATIVE. ggg< kR NOTE: THE SPECIAL AND SUPPLE"WAL PROVISIONS HEREINAFTER CONTAINED SHALL BE IN ADDITION TD AR SMALL SUPERSEDE PROVISIONS OF THE STANDARD SPECIFICATIONS IN CONFLICT HEREWITH U STANDARD PANS to THE STANDARD PAWS FOR ROAD AND BRIDGE CONSTRUCTION BY THE WASHINGTON STATE DEPARTMENT OF TRANSPORTATION NO THE WASHINGTON STATE CHAPTER OF THE AMERICAN PUBLIC wMS ASSOCIATION i (REV.04/O1/85) ARE HEREBY INCLUDED IN THESE SPECIFICATIONS AS THOUGH QUOTED IN THEIR ENTIRETY 0.HO ' 4► 94AU APPLY EXCEPT AS AMENDED OR SUPERSEDED By THE CITY OF RENTON STANDARD PANS BOUND HEREIN. �E A COPY OF THESE STANDARD PLANS AND CITY OF RENTON STANDARD PAWS IS ON FILE IN THE OFFICE OF RHE i PUBLIC WORKS DIRECTOR, "IC.IAL BUILDING, RENTON, WASHINCTN 98035, WHERE THEY MAY BE EXAMINED ANC H COPIED BY ANY INTERESTED PARTY. 1} be HEADINGS HEADINGS TO PARTS, SECTIONS, FORMS, ARTICLES AND SUB-ARTICLES ARE INSERTED FOR CONVENIENCE 'K REFERENCE ONLY AND SMALL NOT AFFECT THE INTERPRETATION OF THE CONTRACT DOCUENTS. Is SUPPLEMENTAL AND SPECIAL PROVISIONS STRUCTURE THE SPECIFICATIONS NOTED MEREIN ARE IN ADDITION TO, OR IN LIEU OF, THE STANDARD SPECIFICATIONS. WHERE SECTIONS ARE NAR(ED 'REPLACEMENT SECTION• OR ^PARTIAL REPLACEMENT SECTION•, THE SPECIFICATIONS HEREIN ARE TO REPLACE, OR PARTIALLY REFACE, THE STANDAD SPECIFICATIONS NOTED. WHERE SECTIONS ARE HAWED 'ADDITIONAL SELTIOP, THE SPECIFICATIONS HEREIN ARE TO BE AN ADDITION TO 1 THE STANDARD SPECIFICATIONS NOTED; MERE SECTIONS ARE MARCED "SUPPLEMENTAL SECTION", THE SPECIFICATIOS HEREIN ARE TO BE A STPPLEMENT TO THE STANDARD SPECIFICATIONS. F' DIVISION I GENERAL REgUIRENENTS 1-01 DEFINITION AND TERMS 1-01.10 DEPARTMENT, DEPARTMENT OF TRANSPORTATIO. (ADDITIONAL SECTION! WHEN THESE SPECIFICATIONS REFER TO THE DEPARTMENT OR OEPARTMEM OF TRANSPORTATION THIS REFERENCE. WILL ALSO INCLUDE THE CITY WHERE APPLICABLE. _.1.11 ENGINEER (REPLACEMENT SECTION) THE DIRECTOR OF PUBLIC WOKS, ACTING DIRECTLY OR TFHCUON MIS AUTHORIZED REPRESENTATIVES. 1-01,23 NARY, SECRETARY OF TRANSPORTATION (SUPPLEMENTAL SECTION) THE CHIEF EXECUTIVE OFFICER TO THE DEPARTMENT SMALL ALSO REFER TO THE DIRECTOR OF PUBLIC WORKS. 1-01.26 STAtOgRp SPECIFICATIONS (ADDITIONAL SECTION) OTHER CERTAIN REFERENCED STANDARDS, AS USED IN THIS SPECIFICATION, ARE FROM THE LATEST EDITIONS OF: AMMA ANERICAN WATERWORKS ASSOCIATION ANSI 44MICAN NATIONAL STANDARDS ASA AMERICAN STANDARDS ASSOCIATION A.STM AMERICAN SOCIETY FOR TESTING AND MATERIALS NEC NATIONAL ELECTRICAL CODE 1-01.27 STATE (ADDITIONAL SECTION) THC STATE SMALL ALSO REFER TO THE CITY OF RENTON AND ITS AUTHORIZED REPRESENTATIVES WHERE APPLICABLE. 1-01.37 m3RKING DRAWINGS (REPLACEMENT SECTION) THE TERM "SHOP DRAWINGS" SMALL REFER TO THE PICTORIAL DESCRIPTION OF THE DETAILS OF PROPOSE' MATERIALS,EQUIPMENT, METHODS OF INSTALLATION, OR OTHER CONSTRUCTION PREPARED BY THE CONTRACTOR, A SUBCONTRACTOR, OR A MAAFACTUER AND SUBMITTED FOR THE APPROVAL CE THE OWNER. 1-01.38 ACT OF GOD (ADDITIONAL SECTION) .ACT OF GOO" MEANS AN EARTHQUAKE, FLOOD, CYCLONE, OR OTHER CATACLYSMIC RENOETDN OF NATUE. A RAIN, WINDSTORM, HIGH WATER OR OTHER NATURAL PHENOMENON OF UNUSUAL INTENSITY FOR THE SPECIFIC LOCALITY OF THE WOR(, WHICH M_ONT REASONABLY HAVE BEEN ANTICIPATED FROM HISTORICAL RECORDS OF THE GENERAL LOCALITY OF THE WON(, SMALL NOT BE COv:TRUED AS AN ACT OF GOD. 1-01.39 OR EQUAL (ADDITIONAL SECTION) MERE THE TUN "OR EQUAL- IS L60 HEREIN, THE OWNER, OR THE OWNER ON RECOMMENDATION OF THE ENGINEER, SMALL BE THE SOLE JUDGE OF THE QUALITY AND SUITABILITY OF THE PROPOSED SUBSTITUTION. 1 -01.40 APPROVAL (ADDITIONAL SECTION) THE TERM "APPROVAL" OR "APPROVED" 94ALL MEAN APPROVAL GIVEN BY OR GIVEN PROPERLY ON THE BEHALF OF THE OWNER. Supplemental Spell TicatlonS (Rev 02109:87) Page 2 1-02 BID PROCEDIRES AND CONDITIONS 1_02.2 PLANS AND �PECIFICATIONS (REPLACEMENT SECTION) COPIES OF PLANS AND SPECIFICATIONS (BIDDING DOCUENTS) WILL BE ON FILE IN THE CESION EllaIrEERING SECTION OF THE CITY OF RENTON PUBLIC MACS DEPARTMENT 200 MILL AVEMIE SOUTH, RENTON WA. 98055. BIDDING DOCIIENTS MAY BE OBTAINED AT THE. ABOVE OFFICE, OR BY WAIL, ON RECEIPT OF THE FEES AS SET FORTH IN THE CALL FOR BIDS. MAKE DECKS PAYABLE TO THE CITY OF RENTON. 1-02.6(1) PROPRIETARY INFORMATION VENDOR SNOJLD IDENTIFY CLEARLY ANY MATERIALS) MACH CONSTITUTE -(VALLIABLE) FCFMLXAE, OESIDN.S, DRAWINGS, AMC RESEARCH DATA' SO AS TO BE UEP7 FROM PLSLIC OISDASIRE. RCTI 42.17,730, OR ANY MATERIALS OTH:atWISE CLAIMED TO BE EAEWT, ALONG KITH A STATEMENT OF THE BASIS FOR 9JCHH CLAIM OF DEMFTION. THE CEPARTMENT (OR STATE) HILL GIVE NOTICE TO THE VENDOR OF ANY REOLEST FOR DISCLOSURE OF 9" INFORMATION RECEIVED WITHIN 5 (FIVE) YEARS FROM THE DATE OF 9JBMISSION. FAILLRE TO SO A LABEL SUDI MATERIALS OR FAILURE TO TIMELY RE BEEN CI,ES SHALLDaN BE GEARED A WAIYER BY PT, THE SPONC AFTTICE OF REQUEST FOR plBIC DISCLOSIE HAS IN FACT, 50 E7E] SLBgTTING Ep NOTICE O ANY CLAIM THAT 9A7H MATERIALS ARE, kR 1-02.12 PUBLIC UININGS_JF BIDS (REPLAOEENT SECTION) I, SEALED BIDS WILL BE RECEIVED BY THE CITY OF RENTON , WASHINGTON, BY FILING WITH THE CITY CLETMR, W KNICIPAL BUILDING, RENTON, WAS HINGTON, AS PER THE CJLL FOR BIOS AND WILL BE d'ENNEL AND pIIB.ICLv„ READ ALOUD. } NO 1-03 AWARD AC DECUTION OF CONTRACT �' IN 1-03.1 CONSIDERATION OF BIDS (ADDITIONAL SECTION) fol ALL BIOS WILL 6E BASED ON TOTAL SLN OF ALL SDEDILES OF PRICES. NO PARTIAL UOS WILL BE ACCEPTED UNLESS SO STATED IN THE CALL FOR BIOS OR SPECIAL PROVISIONS. THE CITY RESERVES THE RIGHT HOWER-ER 1E TO AWARD ALL OR ANY SDEDLC OF A BID TO THE LOWEST BIDDER AT ITS DISCRETION. 1-04 SCOPE OF THE WORK W 1-04.5 PRCCEOL,IRE AMC PROTEST BY THE L'ONTwTOR (REPLACEMENT SECTION) ANY OESTIONS ARISING BETWEEN THE INSPECTOR AND THE CONTRA rCR OR HIS SIPERINTt?CENT OR FOREMAN AS TO THE MEANING OR INTENT OF ANy PART O' THE PLANES AND ¢EC FICATI06 OR ANY CONTRACT DOCUMENT, SWILL BE IMEDIATELY BRQKNT TO THE ATTENTION OF THE pLBLI WORKS DIRECTOR OR HIS REPRESENTATIVES `.� FOR INTERPRETATION AND ADJUSTMETPT, IF WARRANTED. FAILURE ON THE PART OF THE PLBLIC WO&S DIRECTOR OR HIS RF RESENTATIVE TO OISCOM AND CONDEMN OR REJECT IMPROPER, DEFECTIVE OR INFERIOR WONT( OR MATLRIALS, XALL NOT BE CONSTKIED AS AN AC:IPTANCE O ANY SUCH WOIMc OR MATERIALS, OR THE PART OF THE IMRROVUENT IN WHICH THE SAME MAY HAVE BEEN USED M TO PREVENT OISPUIES AND LITIGATION, IT IS FLRTHER AGREED By THE PARTIES HERETO TM.' THE PLIBLIC WORKS OIRE,:TOR OR HIS REPRESENTATIVE 94ALL DE.004INE THE GLYWTITY 40 QUALITY OF THE SEVERAL KINDS OF ROPoR EMBRACED IN THESE IMPRO EMENTS. HE 9RAlL DECIDE ALL QLE.RION.S RELATIVE TO THE EKEMION OF THE WORK AM TK 1N7-RPRETATION OF THE PLANS AND SPECIFICATIONS. IN THE EVENT THE CONTRACTOR IS OF THE OPINION HE MILL BE 04MAGE7 BY SUCH INTERPRETATION, HE SHALL, WITHIN 3 DAYS, NOTIFY THE ENGINEER AMD THE CITY CLEW IN WRITING OF THE ANTICIPATED HATLRE AND k AIOLNT OF THE DAMAGE OR DAMAGES. TIME IS OF THE ESSENCE IN THE GIVING OF SUCH NOTICE. IN THE SUVPIN ltal SDeCIFICBtia�s (Rev 021- 7/87) Page 3 1-05.5(1) CONSTRUCTION STAKING (REPLACEMENT SECTION) THE ENGINEER SHALL HAVE THE RIGHT TO MAKE REASONABLE CHANGES IN THE GRADES AS THEY ARE SHOWN ON THE DRAWINGS. GRACES WILL BE LSTABLISHED IN THE FORM OF OFFSET STAKES AT DISTANCES NOT GREATER THAN 25 FEET FOR BATTER BOWS OR 50 FEET FOR LASER, SET 1N ADVANCE OF TtC WORK. WHENEVER WON( IS IN PROGRESS, THE CONTRACTOR SHALL HAVE IN HIS EMPLOYMENT A WORKER COMPETENT TO SET A BATTER BOARD OR OTHER CONSTRUCTION GUIDE FROM THE LINE AND WAX STARS GIVEN BY THE ENGINEER. SUCH EMPLOYEES SHALL HAVE THE DUTY AND RESPONSIBILITY OF PLACING AND MAINTAINING SUCH CONSTRUCTION GUIDES. A BATTER BOARD SET WITH AN ENGINEER'S LEVEL SMALL BE USED FAR ALL LINES SET ON A GRADE OF 0.50 P87CENT OR LESS. AT LEAST THREE BATTER BOARDS SHALL REMAIN IN PLACE DURING PIPE LAYING (PERATION.i. IF, TIROGGM THE CONTRACTOR'S tEGLIGO CE, ANY STAGES SMALL BE DESTROYED AD REQUIRE RESETTING, A SIN SHALL BE DEDI TFD FROM THE CONTRACTOR'S FINAL PAYMENT EQUIVALENT TO THE EXTRA COST IN ENGINEERING REWIRED FOR SUCH Nw IACE?ENT. THE LASER METHOD (F ESTABLISHING OUIOE MAY BE USED PROVIDING; 1. REQUESTS FOR USE, LISTING EQUIPMENT, AND METHOD OF OTcRATICN ARE SU91ITTED FOR CITY REVIEW AM APPROVAL AT LEAST FIVE C.rS PRIOR TO USE. 2. GRADES ARE DECKED AT LEAST ONCE EVERY 50 FEET AND AT LEAST 3 TIMES DAILY BY CONVENTIONAL METHODS. 3. PROPER ANCHORING OF PIPE IS PERFORMED IN LOCATIONS WHERE A BOX IS BEING. USED `OR EXCAVATION. THE CONTRACTOR SHALL ARRANGE HIS WOO( TO ALLOW A REASONABLE TIME FOR THE SETTING. GF STAKES FOR THE NEXT RAISE OF HIS OPERATION TO PREVENT WOW DELAYS WHILF. WAITING FOR CONSTRUCTION GUIDES. THE "ONTRACTOR SHALL ASSUME FULL RESPONSIBILITY FOR DETAILED DIMENSIONS AND FOR TRANSFERRING ELEVATIONS OR WAW0ENTS MEASURED FROM SUCH STAKES AND MARKS. DELAYS BY REASON OF LACK OF STAKES OR A TIME REQUEST FOR SURVEY LESS THAN 3 DAYS, ARE DEEMED A RISK TO THE CONTRACTOR AND SMALL NOT 9E THE BASIS FOR CLAIMS FOR ADDITIONAL COMPENSATION OR CONSTRUCTION :Rl. ALL COSTS FOR THE CONTRACTOR'S SURVEYING SMALL BE CONSIDERED INCIDENTAL TO OTHER BID ITEMS IN THE PROPOSAL, AND NO FURTHER CO DLSATION WILL BE MADE, UNLESS A BIO ITEM FOR SURVEYING IS SPECIFICALLY LISTED IN THE SCHEDULE OF PRICES. 1-05.5(2) CONTRACTOR PROVIDED CONSTRUCTION STAKING (NEW SECTION) WHERE THE CONTRACTOR IS REQUIRED TO PROVIDE CONSTRUCTION STAKING ME SHALL BE RESPONSIBLE FOR SECURING THE SERVICES OF A PROFESSIONAL LAM SURVEYOR MO SWILL PROVIDE ALL SURVEY STAKING NEMED IN CONJUNCTION WITH THE PROJECT. MIS STAKING SMALL CONSIST OF, BUT NOT BE LIMITED TO: ROADWAY CENTERLINE SANITARY SEWER SLOPE STAKING FIRE HYLRANTS CL06S AND GUTTERS STREET LIORING GUIDING AND PAVING UNOERGRCUNDING POWER & TELEPHONE TELEIERRY TRAFFIC SIGNAL SYSTEM STORM DRAIN SYSTEM PSP&L CO. i e.N,W.B. VAULTS MMIMENTS MONLNENT REFERENCE/STRADDLE POINTS ' SIGNAL SYSTEMS 6 POLES Supplemental SMIfl Catims (Rev O2/O9/87) Page 6 1-05.5(2) CONTINED THE CONTRACTOR SHALL ASSUME FULL RESPONSIBILITY FOR THE ACCURACY OF THE STAKING AND SHALL PROVIDE ALL REPLACEMENT STAKING OR RE-STAKING NEEDED. THE CITY RILL PROVIDE THE CONTRACTff SURVEYOR 'S SVEYOR WITH THE HORIZONTAL AND VERTICAL CONTROL NEEDED 1U PERfOM THE CONSTRUCTION STAKING. THE CONTRACTOR'S SURVEYOR SMALL PROVIDE TIE ORIGINAL FIELD NOTES AND A SET OF THE FIELD NOT S WHICH 94ALL CONTAIN AS..CpNSTRU[TED LOCATIONS OF THE IMPROVEMENTS CONSTRUCTED UNDER THIS CONTRACT. THESE NOTES 90" CONTAIN AS A MINIMUM THE CENTER LINE STATION AND Oro SET MD CUT TO EACH TEE, VALVE, BEND. HYDRANT, MANHOLE, CULVERT, CA*CH BASIN, INLETS, CLENNOUTS, SIDESEWER, WATER SERVICE, CUPS, GATER, SIDEWALK, MD ALL OTHER CHANGES IN ALIGNMENT OR CONSTRUCTED GTRADE A< My BE NEEDED TO DRAW ACCURATE AS (IF PROJECT. NOTES 51ALL BE KEPT LEGIBLY, IN A F51WT CONFORMING TO GOOD ENGINEERING PRACTICE IN A HARD COVERED FIELD BOO( SUPPLIED TO THE CONTRACTORS SURVEYOR BY THE CITY ON REDEST. THE LUMP SUM UNIT PRICE FOR CONSTRUCTION STAKING WILL BE FULL COMPENSATION FOR ALL SURVVEYING NEEDm TO CONSTRUCT THE IMPROVEMENTS TO THE LINE AND GRACE PER THE APPROVED PLANS, MD TO PROVIDE THE REQUIRED CONSTRUCTION 'D AS-CORSTIUCTED FIELD NOTES. PARTIAL PAYMENTS FOR THIS ITEM WILL BE MADE IN CONNECTION WITH THE MONTHLY PAY ESTIMATES BASED UPON WORK COPLETEp AS DETERMINED BY THE ENGINEER. ALL ROADWAY STAKING, SUCH 45 CENTERLINE, O,pBS AND CATERS. AID CAWING APO ;PAVING SHALL BE DUNE AT A MINIIIM OF 25 FOOT CENTERS. A COPY ff ALL OTT-SEETS AND SIMILAR WORK SMALL BE GIVEN TO THE CITY AND A COPY OF THE SURVEY CONTROL NOTES SHALL BE GIVEN TO THE CITY WHEN DONE. 1-05.3(7) COT-105 PROVIDED A.S-BUILT INFCWTJO� IT SMALL BE THE CONTRACTORS RESPONSIBILITY TO RECORD THE LOCATION, BY CENTERLINE STATION, OFFSET, AND 'e M BELOW PAVEMENT, OF ALL EXISTING UTILITIES UN.'OVEAED OR CROSSER IXRING HIS WORK A$ COVERED UNDER THIS PROJECT, IT SMALL BE THE CONTRACTORS RESPONSIBILITY TO HAVE HIS SURVEYOR LOCATE BY CENTERLINE STATION, it OFFSET AND ELEVATION, EACH MAJOR ITEM OFWORK OONE UNDER THIS CONTRACT. My MAJOR ITENS OF WORK SHALL BE DEFINED TO INCLUDE THE FOLLOWING ITEMS: i6 MANHOLES CATCH BASINS AND INLETS r.y VALYCS VERTICAL AND HORIZONTAL BENDS JUNCTION BOXES CLEANOUTS SIDE SEWERS STREET LIGMS C STANDARDS HYDRANTS MAJOR CHANGES IN DESIGN (RADE(S) it VAULTS CULVERTS AFTER THE COMPLETION OF THE WORK COVERED BY THIS CONTRACT, THE CONTRACTORS SURVEYOR SHALL PROVIDE TO THE CITY THE MARD COVER FIELD BOOK(S) CONTAINING THE CONSTRUCTION STAKING, AND AS_WILT NOTES; CMOND OE SET OF WHITE PRINTS OF THE CONSTRUCTION DRAWINGS UPON WHICH HE MAS PLOTTED THE NOTES ff TI;E TRACTOR LOCATING EXISTING UTILITIES, AND ONE SET OF WHITE PRINTS OF THE CONSTRUCTION DRAWINGS UPON WHICH HE HAS PLOTTED THE AS-BUILT LOCATION OF THE NEW WORK AS RECORDED IN THE FIELD M(S). THIS DRAWING BALL BEAR THE SURVEYORS SEAL AND SIGNATURE CERTIFYING ITS ACCURACY. THE LIAR AY WIT PRICE FOR CONSTRUCTION STAKING WILL. BE FULL CDPENSATION PON ALL SURVEYING NEEDED TO CONSTRUCT THE IMPROVEMENTS TO THE LINE AND GRADE PER THE APPROVED PUNS, AND TO PROVIDE THE REQUIRED CONSTRUCTION AND AS FIELD NOTES. PARTIAL PIYNQNTS FOR T41S ITEN WILL BE MADE IN ION WITH THE MONTHLY PAY ENGINEER. ESTIMATES BASED UPON MXO( COMPLETED AS DETMINED BY THE ENGINEER. 1 &*Plem tel SWeCiflcetloMs Nov 02/09187) PaW 7 1-05.12 FINAL ACCEPTANCE (REPLACEMENT SECTION) THE CONTRACTOR 91ALL NOTIFY TIE ENGINEER IN WRITING OF THE COMPLETION RF THE WORK WHEREUPON THE ENGINEER WILL PROMPTLY, BY PFASCNAL INSPECTION, SATISFY HIMSELF AS TO THE ACTUAL COMPLETION OF THE WORK IN ACCORDANCE WITH THE TETEMS OF THE CONTRACT, AND SHALL THEAEIPON REC0MEND TO THE DMNER THAT THE WOE( IS ACCEPTABLE. FINAL CIETEHIINATION OF THE ACCEPTABILITY OF THE MORE( SHALL BE MADE BY THL OWNER. ACCEPTANCE BY THE CONTRACTOR OF FINAL COMPENSATION FOLLOWING FINAL ACCEPTANCE BY THE CITY 94ALL CONSTITUTE FULL AND FINAL PAYMENT FOR ALL WON( UNDER THE CONTRACT, INCLUDING ANY CLAIM FOR CHANGED CONDITIONS OR CHANGED WORK ORDERS OR EXTRA WORM, DELAY OR ANY OTHER CAUSE FOR CLAIMS FOR ADDITIONAL COMPENSATION. 1-05.15 METHOD OF SERVICE OF NOTICE (REPLACEMENT SECTION) WRITTEN NOTICE BALL RE DEEMED TO HAVE BEEN DULY SERVED IF DELIVERED IN PERSON TO THE INDIVIDUAL, OR TO A PARTNER GF THE FIRM, OR TO AN OFFICER OF THE CORPORATION OR GOER OR TO THE CITY CLERK, OR IF SENT BY REGISTERED UNITED STATES NAIL TO THE BUSINESS ADDRESS 94DWN IN THE CONTRACT DOCUMENTS. 1-05.16 ERRORS AND OMISSIONS (NEW SECTION) IF THE CONTRACTOR, IN THE COURSE OF HIS WORK, BECOMES AWARE OF ANY ETE70RS OR OMISSIONS IN THE CONTRACT 000-1ENTS OR IN THE LAYOUT AS GIVEN BY SURVEY POINTS HAND INSTRUCTIONS, OR IF HE BECOMES AWARE OF ANY DISCREPANCY BETWEEN THE CONTRACT OOCUENTS AND THE PHYSICAL CONDITIONS OF THE LOCALITY, HE BALL IMMEDIATELY IWOF44 THE ENGINEER. THE ENGINEER, IF HE DEEMS IT NECESSARY, SHALL MECTIFY THE NATTER AND ADVISE THE CONTRACTOR ACCOADINQY. ANY WON( DONE AFTER SUCH DISCOVERY, UNTIL AUTHORIZED, MILL EE DOE AT THE CONTRACTOR'S RISK. 1-07 LEGAL RELATIONS AND RESPONSIBILITIES TO THE PUBLIC 1-07.4 SANITATION (ADDITIONAL SECTION) ALL EXPENSES INCURRED IN APPLYING ACCESS, PARKING, AND SANITATION FACILITIES SHALL BE CONSIDERED INCIDENTAL TO THE PROJECT PAD NO COPENLSATION SHALL BE MADE. 147.7 LOAD LIMITS (REPLACEMENT SECIION) ALL MOTOR VEHICLES OF THE CONTRACTOR, SUBCONTRACTORS, AND SUPPLIERS SHALL STRICTLY ADHERE TO CHAPTER . 46.44 OF THE MOTOR VEHICLE LAWS OF THE STATE OF WASHINGTON (1967 EDITION AND AMENDMENTS THEREOF) IN REGARD TO SIZE, WEIGHT, AND LOADS OF MOTOR VEHICLES. PAYMENT RILL NOT BE NUDE FOR ANY MATERIAL THAT IS DELIVERED IN EXCESS OF THE LEGAL WEIGHT FOR WHICH THE VEHICLE IS LICENSED. ANY VIOLATION OF THESE REGILATIO S SMALL SE REPORTED TO THE AFFECTED LAM ENFORCEMENT AGENT. THE CONTRACTOR IS TO FURNISH TO THE PUBLIC WOWS DIRECTCR A LISTING OF ALL HAUL VFNICLES USED ON THE PROJECT, LISTING THE VEHICLE NWBER, LICENSE NUMBER, TAKE WEIGHT, NO LICENSED LOAD LIMITS. 1-07.9 WAGES (REPLACEMENT SECTION) THIS CONTRACT IS StS CT TO CHAPTER 09.12 RCM, AND NEW ENTS AND ADDITIONS THERETO RELATING TO MINIMUM MACES. ON FEDERAL AID PROJECTS, FEDERAL RAGE LAWS AND REGULATIONS ARE ALSO APPLICABLE. HOURLY MINIK14 RATES OF WAGES NO FRINGE BENEFITS ARE SOWN IN THE CONTRACT. MIEN FEDERAL WAGE RATES AND FRINGE BENEFITS ARE LISTED, THEY ARE IN ACCORDANCE WITH THE UNITED STATES DEPARTMENT OF LABOR DECISION NUMBER WA 83-5110. Supplemental Specifications (Rev 02/09/87) Page 8 1-05.12 FINAL ACCEPTANCE (REPLACEMENT SECTION) THE CONTRACTOR, ANY SLECONTRACTOR' OR OTHER PERSON DOING TIE WORM OR ANY PART OF IT SHALL NOT PAY ANY WORKMEN, LABORERS, OR MECHANICS LESS THAN THE REQUIRED HOWLY MINIMUM RATES OF WAGES SOWN IN THE CONTRACT. WAGES IN EXCESS OF SLCH HOLE LY RATES WAY BE PAID. IN ADDITION TO THE WAGE RATE DESIGNATED, THE EMPLOYER SMALL CONTRIBUTE FOR EACH COPENSABLE HOAR THE FRINGE BENEFITS LISTED. IT IS SPECIFICALLY A.MERSTOW AND AGREED THAT THE WAGE RATES AND FRINGE BENEFITS FOR THIS CORRADT ARE SLBJECT TO CHANCES, THAT TIE BIDDER ACCEPTS FULL RESPONSIBILITY AD ASSUES THE RISK OF ANY INCREASED LABOR COST BY REASON OF PAYING HIDER S RATES TDYW THOSE OWN INTHE CONTRACT, THE CITY GOES NOT WARRANT OR REPRESENT THAT LABOR CAN BE PRXLFED FOR THE MINIMUM RATES SET FORTH OR AS CHANGED. IT IS THE CDNTRACTOR,S RESPONSIBILITY TO ASCERTAIN THE WIPES ABOVE SHAH MINIMUM AS HE WILL HAVE TO PAY, THE CONTRACTOR SHALL POST, IN A LOCATION ACCEPTABLE TO TIf CITY AND LABOR AND INDUSTRIES, A COPY OF THE APPROVED *STATEMENT OF INTENT TO PAY PREVAILING WAG—, A COPY OF THE PREVAILING WAGE RATES FOR THE PROJECT LFOH WHICH THE CONTRACTOR HAS INDICATED THE APPROXIMATE NIME OF WORKERS IN EACH CLASSIFICATION; AND THE ADDRESS AD TELEPHONE K&IE R OF THE INDUSTRIAL STATISTICIAN OF THE DEPARTMENT ON LABOR AND INDUSTRIES WFERE A COMPLAINT OR INQUIRY COCETNING PREVAILING WAGES WAY BE WADE. ON PRO,'ECTS GOVERNED By WAGE RATES DETERMINED BY THE STATE OF MASNINGTDN DEPARTMENT OF LABOR AND INDUSTRIES AND By THE U. S. SECRETARY OF LABOR, IF THERE IS A DIFFERENCE BETWEEN THE TWO IN THE PREVAILING RATE OF WAGE FOR A SIMILAR CLASSIFICATION OF LABOR, THE CONTRACTOR SHALL PAY NOT LESS THAN THE WAGE WHICH IS THE HIDER OF THE. TWO, IF THE CONTRACTOR MAKES USE OF APPRENTICES ON PROJECTS GOVERNED BY WAGE RATES GETEfNINEO By THE IH E?p STATE DEPARTMENT OF LABOR AND INDUSTRIES, HE SHALL RESENT TO TIE ENGINEER WRITTEN EVIDENCE OF REGISTRATION OF AXLOyEES IN A PROGRIN APPROVED BY THE STATE APPRENTICESHIP COLKIL AND THE PERIOD OF PROCESSION FOR EACH SUCH APPFb NTICE EMPLOYEE. IF THE CONTRACTOR MNGES USE OF APPRENTICES ON PROJECTS 30VONM BY WAGE RATES DETERMINED BY THE U. S. SECRETARY OF LABOR, HE SMALL PRESENT TO THE ENGINEER WRITTEN EVIDENCE OF REGISTRATION OF SLCH EMPLOYEES IN : PROGRAM OF A STATE APPRENTICESHIP AND TRAINING AGENCY APPROVED AND RECOGNIZED BY THE U. S, BUREAU OF ,V+PRENTICESHIP AD TRAINING. IN THE ABSENCE OF A.CH A STATE AGENCY, THE CONTRACTOR SHALL S1BMIT EVI IrT OF APPROVAL AND REGISTRATION BY THE U. S. BUEAU OF APPRENTICESHIP AND TRAINING. THE CONTRACTOR WALL SUBMIT TO TIE ENGINEER WRITTEN EVIDENCE OF THE ESTABLI9ED APPRENTICE J0.NEYWW kATIOC AND WAGE RATES IN THE PROJECT AREA, WHICH WILL BE THE BASIS FOR ESTABLISHING SUCH RATIOS AND RATES FOR THE PROJECT LINDEN THE APPLICABLE CONTRACT PROVISIONS. IF ANY DISPUTE ARISES AS TO WHAT ARE THE PREVAILING RATES OF WAGES FOR WORN OF A SIMILAR NATURE TO THAT CONTEMPLATED LINGER THE CONTRACT AND SUCH DISPUTE CANNOT BE ADJZTEO BY THE PARTIES ON INTEREST, INCLUDING LABOR AND WMG04XT REPRESENTATIVES, THE WTTER 94ALL BE REFERRED TO THE DIRECTOR OF THE DEPARTMENT OF LABOR AND INDUSTRIES OF THE STATE OF WASINGTON (OR TO THE WITED STATES SECRETARY OF LABOR WHEN PREVAILING WALES ESTABLISHED BY THAT OFFICE ARE INVOLVED), EYD HIS DECISION THEREIN SMALL BE FINAL, CONCLUSIVE AND BINDING ON ALL PARTIES INVOLVm IN THE DISPUTE. IF THE CONTRACTOR MANES USE OF A LABOR CLASSIFICATION NOT LISTED IN THE SPECIAi. PROVISIONS. THE CONTRACTOR SMALL REQUEST THE DETERMINATION OF THE APPROPRIATE WAGE RATE FOR THE CLASSIFICATION AND FOR THE AREA IN WHICH WORK LABOR AD INDUSTRIES. IS PERFORMED, FROM THE INDUSTRIAL STATISTICIAN OF THE DEPARTMENT OF SEFOE THE CITY WILL RELEASE EACH PROGRESS ESTIMATE PAYMENT CHECK THE CONTRACTOR MUST SJB•AIT A ^CERTIFICATION BY GENERAL CONTRACTDR^(FORM APPLIED BY OITY) COFIRMING THAT PREVAILING WAGE RATES HAVE BEEN PAID. _ Supplemental SPeClflotlons F (Rev 02/09/$7) Page 9 1-07.9 CONTINUED ON FEDERAL-AID PROJECTS THE CONTRACTOR AND E4C4 SUBCONTRACTOR SHALL ALSO FURNISH WEEKLY PAYRCLL STATEMENTS TO THE ENGINEER IF THE CONTRACTOR UTILIZES THE OCCUPATION CODE WHEN SUBMITTING PAYROLLS AND WAGE AFFIDAVITS. AND MORE THAN ONE JURISDICTIONAL AREA IS INVOLVED IN THE PROJECT. THE .IU2ISDICTIONAL AREA INVOLVED SMALL BE 940M IMEDIATELY FOLLOWING THE OCCUPATION CODE N►EER, I.E.: IG-0010 YAK.E. THE CONTRACTOR'S RECORDS PERTAINING TO WAGES PAID AND PAYROLLS 94ALL BE OPEN TO INSPECTION OR AUDIT BY REPRESENTATIVES OF THE CITY MIRING THE LIFE OF THE CONTRACT AND FOR A PERIOD OF NOT LESS TWIN THREE (3) YEARS AFTER THE DATE OF ACCEPTANCE TIERECF', AND T1E F CONTRACTOR SHALL RETAIN Slip{ RECORDSFORTHAT PERIOD. WHERE SUN RECORDS PERTAINING TO WAGES PAID AD PAYROLLS FOR THE CONTRACT ARE MAINTAINED BY SUBCOVTRACTORS OR AGENTS OF THE CONTRACTOR, THE CONTRACTOR EXPRE,;SLY GUARANTEES THAT THE RECORDS OF SUCH SUBCONTRACTORS OR AGENTS SHALL BE OPEN TO INSPECTION AND AUDIT BY REPRESENTATIVES OF THE CITY ON THE SAME TERMS AND CODITIONS AS THE RECORDS OF THE CONTRACTOR. IF AN AUDIT IS TO BE COlECrtO MORE THAN SIXTY (60) DAYS AFTER THE ACCEPTANCE DATE OF THE CONTRACT, THE CONTRACTOR WILL BE GIVEN A REASONABLE HDTICE OF THE TIME OIEH SUCH ADIT IS TO BEGIN. BEFORE PAYMENT IS MADE BY THE CITY OF ANY SAV. DUE L40ER THIS CONTRACT, THE CITY MUST RECEIVE FROM THE CONTRACTOR AND EACH SUBCONTRACTOR, A COPY OF •;TATEHENT OF INTENT TO PAY PREVAILING WAGS" (FORA L i I MAW 700-29) AS SIDED AND APPROVED INDUSTRIES. By THE WASHONG7ON STATE DEPARTMENT OFLABOR ANC UPON COfLETION OF THIS CONTRACT, THE CITY MUST RECEIVE FROM THE CONTRACTOR AND EACH SUBCONTRACTOR A COPY OF •AFFIDAVIT OF WARS PAID" (FORM L ! I NLMSER 700-7 STATE DEPARTMENT OF LABOR AD INDUSTRIES) CERTIFYING THAT ALL PREVAILING WAG REQUIREMENTS HAVE BEEN SATISFIED. THESE AFFIDAVITS WILL BE REQUIRED BEFORE ANY FUNDS RETAINED, ACCORDING TO THE PROVISIONS OF ROW 60.28.010, ARE RELEASED TO THE CONTRACTOR. FORMS MAY BE OBTAINED FROM THE DEPARTMENT OF LABOR AND INDUSTRIES. A FEE OF $12.50 PER EACH *STATEMENT OF INTENT TO PAY PREVAILING WARES" AND •AFFIDAVIT OF WAGESPAID• I$ REWIRED TO ACCOPANY EACH FORM SUBMITTED TO THE DEPARTMENT OF LABOR AND INDUSTRIES. THE CONTRAACTOR IS RESPONSIBLE FOR PAYMENT OF THESE FEES AND SHALL MANE ALL APPLICATIONS DIRECTLY TO THE DEPARTMENT O TABOR AND INLI CONTRACT. NSTRIES. TIESF FEES SWILL & INCIDENTAL TO ALL THE BID ITEMS OF THIS IN ADDITION, THE PRIME CONTRACTOR SHALL SUBMIT TO THE WASNINGTDN STATE DEPARTMENT OF LABOR AND INDUSTRIES A -REQUEST FOR RELEASE' FORM PROVIDED BY THE DEPARTMENT OF LABOR AND INDUSTRIES. 1-07.11(9) $LgONTgACTING (ADDITIONAL SECTION) BEFORE PAYMENT OF THE FINAL ESTIMATE, THE CONTRACTOR SMALL SUBMIT AN AFFIDAVIT OF AMOUNTS PAID TO MINORITY BUSINESS ENTERPRISE AND OF WOMEN BUSINESS EN SE PARTICIPANTS ON THE FARM PROVIDED By THE CITY; CERTIFYING THE AMOUNTS PAID TO MINORIrY BUSTN£SS AO O WOKEN BUSINESS ENTERPRISE PARTICIPANTS. 1-07.11(lO) RECORDS AND REPORTS (REPLACEMENT SECTION THE CONTRACTOR WILL BE REQUIRED TO COMPLETE AHD SUBMIT THE FOLLOWING DOCUMENTS BEFORE PROGRESS AND OR FINAL PAYMENTS TO THE CONTRACTOR WILL BE APPROVED BY THE PBLIC WOOLS DIRECTOR: 1. EACH MONTH - DEPARTMENT OF LABOR STANDARD FORM 237 2. EACH JULY - STATE HIGHWAY FORM PR-1591 THE OWNER WILL FURNISH THESE FORMS TO THE PRIME CONTRACTOR "INC THE PRECONSTRLCTION MEETING. Supplemental SpeclflCatimS (Rev 02/09/87) Page 10 r r. 1-07.11(10) CONTINUED AN EQUAL EMPLOYMENT OPPORTUNITY REPORT CERTIFICATE 94ALL BE EXECUTED BY THE BIDDER WITH HIS BID PROPOSAL ON THIS PROJECT AMC WHICH COMES WITHIN TIME PROVISIONS OF THE EQUAL EMPLOYMENT OPPORTUN:TY REGULATIONS OF THE SECRETARY OF LABOR AS REVISED MAY 21, 1%8. THE FORM OF CERTIFICATE WILL BE FURNISHED TO THE CONTRACTOR WITH THE PROPOSAL, WHICH THE CONTRACTOR WILL NEED TO COMPLETE, STATING AS TO WHETHER HE, HIS FIRM, ASSOCIATION, P.ARTTERSHIP, OR CORPORATION WAS PARTICIPATED IN ANY PREVIOUS CONTRACTS OR SUBCONTRACTS SUBJECT TO THE EQUAL OPPORTUNITY CLAUSE AND IF SD, NETHER OR NOT HE HAS SUBMITTED ALL REPORTS DUE UNDER APPLICABLE FILING REQUIREMENTS. FAILURE ON THE PART OF THE BIGGER TO FURNISH THE REQUIRED CERTIFICATE WILL BE DUB CAUSE FOR REJECTION OF HIS BID. IF A PROPOSAL -AOLS AN EEO REPORT CERTIFICATE, AND THE CONTRACTOR WOULD OTHERWISE BE AWARDED THE CONTRACT, THE CONTRACTOR BALL HAVE 10 DAYS AFTER NOTICE BY THE DIRECTOR OF PUBLIC WORKS TO PROVIDE THE SAE. IF THE CONTRACTOR REFUSES OR FAILS WITHIN THAT TIME TO PROVIDE THE CERTIFICATE, THEM' THE PROPOSAL GUARANTEE, IN THE FORM OF BOND, CHECK, OR CASH WHICH ACCOPANIED THE BED, WILL BE FORFEITED TO THE CITY. WHENEVER A CONTRACTOR REQUESTS PERMISSION TO SUBLET A PART OF ANY CONTRACT AND SUCH CONTRACT COWS WITHIN THE PROVISIONS OF THE EQUAL OPPORTUNITY REGULATIONS OF THE SECRETARY OF LABOR, REVISED MAY 21, 1%8, HE SHALL OBTAIN THIS CERTIFICATION FROM HIS PROPOSED SUBCONTRACTOR AND FORWARD IT a TOGETHER WITH SUCH REQUEST. NO SUBCONTRACT WILL BE APPROVED BEFORE RECE'-'T OF SUCH CERTIFICATION FROM THE S RCONTRACTOR. kM y1 FOR THIS PURPOSE, CERTIFICATION FCMNS MAY BE OBTAINED FROM THE PROJECT ENGINEER ASSIQED TO THIS PROJECT. 1-07.10 CONTRACTOR'S RESPONSIBILITY FOR WORM( (REPLACEMENT SECTION) N THE WON SMALL BE UNDER THE CONTRACTS:'S RESPONSIBLE CARE AND CHARGE. THE CONTRACTOR SHALL BEAR LA ALL i.OSS AND DAMAGE WHATSOEVER AND FROM WHATSOEVER CAUSE, EXCEPT THAT CAUSED SOLELY BY THE ACT OF THE OWNER WATCH MAY OCCUR ON OR TO THE WOO( "ING THE FULFILLMENT OF THE CONTRACT. Ir ANY SUCH LOSS OR DAMAGE OCCURS, THE CONTRACTOR SHALL IMMEDIATELY MOO: GOOD 'WY SUCH LOSS OR DAMAGE, AD 1N THE EVENT OF THE CONTRACTOR REFUSING OR NEGLECTING TO DO SO, THE OWNER MAY, ITSELF OR BY THE EMPLOYMENT OF SOW OTHER PERSON, MAKE GOOD ANY SUCH LOSS OR DAMAGE, AND THE COST AND EXPENSE OF 50 DOING SMALL BE 04ARGED TO THE CONTRACTOR. THE CONTRACTOR ALOE 94ALL AT ALL TIMES BE RESPONSIBLE FOR THE SAFETY OF HIS AND HIS SUBCONTRACTOR'S EMPLOYEES, AND FOR HIS AND HIS SUBCONTRACTOR'S PLANT AND EQUIPMENT AND THE METHOD OF PROSECUTING THE WON(. "INC UIFAVORASLE WEATHER AHD OTHER CONDITIONS, THE CONTRACTOR SMALL PURSUE ONLY SUCH PORTIONS OF THE WOO( AS SHALL NOT BE DAMAGED THERIEBY. NO PORTION OF THE WOW MUSE SATISFACTORY QUALITY OR EFFICIENCY WILL BE AFFECTED BY UNFAVORABLE CODITIONS 91ALL BE CONSTRUCTED WHILE THESE CONDITIONS EXIST, UNLESS BY SPECIAL MEANS OR PRECAUTIONS ACCEPTABLE TO THE ENGINEER, THE CONTRACTOR BALL BE ABLE TO OVERCOME TWN. 1-07.14 RESPONSIBILITY FOR DAMAGE (ADOITIOMAL SECTION) y THE CONTRACTOR SHALL BE RESPONSIBLE FOR CONTROLLING OUST AND MD WITHIN THE PROJECT LIMITS AMC ON ANY STREET WHICH IS UTILIZED BY HIS EQUIPMENT FOR THE DURATION OF THE PROJECT. THE CONTRACTOR SHALL BE PREPARED TO USE WATERING TRICKS, POWER SWEEPERS, AND OTHER PIECES OF EQUIPMENT AS DEEMED NECESSARY BY THE ENGINEER, TO AVOID CREATING A NUISANCE. M Supplemental SpecSTlcatims (Rev 02/09/87) Page 11 1-07.16 CONTINIM DUST AND MUD CONTROL SMALL BE CONSIDERED AS INCIDENTAL TO THE PROJECT, AND NO COMPENSATION MILL BE MADE FOR THIS SECTION. COMPLAINTS OF OUST, MUD OR UNSAFE PRACTICES AND/OR PROPERTY DAMAG, TO PRIVATE OWNERSHIP WILL BE TR44SMITTED TO THE CONTRACTOR AND PROMPT ACTION IN CORRECTING THEN WILL BE REQUIRED BY THE CONTRACTOR. I1-07.16 PROTECTION AND RESTOATION OF PROPERTY (ADDITIONAL SMTION) THE OWNER WILL OBTAIN ALL EASDENTS AND FRANCHISES REQUIRED FOR THE PRO.IECT. THE CONTRACTOR S/HAL_ LIMIT MIS OPERATION TO THE AREAS OBTAINED AND SMALL NOT TRESPASS OI PRIVATE PROPERTY. THE OWNER MAY PROVIDE CERTAIN LANDS, AS INDICATED IN CONNECTION WITH THE VOW UNDER THE CONTRACT TOGETHER WITH THE RIGHT OF ACCESS TO SUCH LANDS. THE CONTRACTOR SWILL NOT UNREASONABLY ENCUMBER THE REMISES WITH MIS EQUIPMENT OR MATERIAS. THE CONTRACTOR BALL PROVIDE, WITH NO LIABILITY TO THE DI/ER, ANY ADDITIONAL LAND AD ACCESS THERETO NOT SHOWN OR DESCRIBE) THAT MAN BE REQUIRED FOR TEMPORARY CONSTRUCTION FACILITIES OR STORAGE CE MATERIALS. HE SMALL CONSTRUCT AL ACCESS ROADS, DETOUR ROADS, OR OTHER TEMPORARY WORK 15 REQUIRED BY MIS OPERATIONS. TIE CONTRACTOR SMALL CONFINE HIS EQUIPMENT, STORAGE OF MATERIAL, AD OPERATION OF HIS WORKERS TO TM)SE AREAS SMAm AID DESTRISM AND SUCH ADDITIONAL AREAS AS HE MAY PROVIDE. A. GENERAL. ALL CONSTRICTION WORK( LIM THIS CONTRACT ON EASEMENTS, RIOMT-OF-WAY, OVER PRIVATE PROPERTY OR FRANCHISE, BALL BE COFINED TO THE LIMITS OF SUCH EASEMENTS, RIGHT-OF-WAY O7 FRANCHISE. ALL WOK 94ALL BE ACC04LI9ED SO AS TO CAUSE THE LEAST ANONT OF OISTUABACE AND A MINIMUM ANOINT OF DAAGE. THE CONTRACTOR SHALL SCIEOLLE HIS WORK SO THAT TRENCHES ACROSS EASEMENTS SAIL NOT BE LEFT OPEN DURING WEEKENDS OR HOLIDAYS AND TRENCHES SHALL NOT BE OPEN FOR MORE THAN 48 HORS, B. STRUCTURES. THE CONTRACTOR BALL REMOVE SUCH EXISTING STa.ICTURES AS MAY BE NECESSARY FOR THE PFRFORMA OF THE WORK AND, IF REQUIRED, BALL REBUILD THE STRUCTURES T"LS REMOVED IN AS CDC[) A CONDITION AS FOOD. HE SHALL ALSO REPAIR ALL EXISTING STRUCTURES WHICH MAY BE DAMAGED AS A RESLT OF THE WORK UNDER THIS CONTRACT. C. EASEMENTS - CULTIVATED AREAS AND OTHER EFFACE IMPROVEMENTS. ALL CULTIVATED AREAS, EITHER AGRICULTURAL OR LAWNS, AND OTHER SURFACE INRROVDENTS WHICH ARE DAMAGED BY ACTIOS OF THE CONTRACTOR SHALL BE RESTORED AS NEARLY AS POSSIELE TO THEIR ORIGINAL CODITION. PRIOR TO EXCAVATION ON AN EASOAIE NT OM PRIVATE RIG T-(T-MAY, TIE CONTRACTOR SHALL STRIP TOM SOIL FROM TIE TRENCH OR CONSTRICTION AREA AND STOCKPILE IT IN SUCH A RIMER THAT IT MAY BE REPLACED BY HIM, UPON COM.ETION OF CONSTRUCTION. ORNAMENTAL TREES AD SHRUBBERY BALL BE CAFZrU.LY RE LIVED WITH THE EARTH SFUROtDIN G THEIR ROOTS MAPPED IN B,RLAP AND REPLANTED IN THEIR ORIGINAL POSITIONS WITHIN 48 HOURS. AL SHRUBBERY OR TREES DESTROYED OR DAMAGED, 94ALL BE REPLACED BY THE CONTRACTOR WITH MATERIAL OF EQUAL QUALM AT NO ADDITIONAL COST TO THE OWNER. IN THE EVENT THAT IT IS NECESSARY TO TRENCH THROUGH P.W. LAWN AREA, THE SOD 94ALL BE CARE7-LLY CUT AV ROLLED AMC REPLACED AFTER THE ...`.ACHES HAVE BEEN BALTMFILLED. THE LAWN AREA BALL BE CLEANED BY SWEEPING. OR OTHER MEANS, OF ALL EARTH AND DEBRIS. THE CONTRACTOR SMALL USE RUBBER WHEEL EQUIPMENT SIMILAR TO THE 94ALL TRACTOR-TYPE BACKMOES USED BY SIDE SEWER CONTRACTORS FOR ALL WORK, INCLUDING EXCAVATION AND BACKFILL, ON EASEMENTS OR RIGHTS-0E-WAY WHICH HAVE LAM AREAS. Al FENCES, MARKERS, WAIL BOXES, OR OTHER TEMPORARY Supplemental Specificatlm5 (Rev 02/09/87) Page 12 1-07.16 CONTINUED OBSTACLES SHALL BE REMOVED BY T:E CONTRACTOR AND IMMEDIATELY REPLACE, AFTER THE TRENCH IS BACKFILLED, IN THEIR ORIGINAL POSITION. THE CONTRACTOR SHALL NOTIFY THE OWNER AND PROPERTY OWNER AT LEAST 24 HORS IN ADVANCE ff ANY WORK OOHS ON EASppdTS OR RIORS-GF-PAY. DAMAGE TO EXISTING STRUCTURES OUTSIDE OF EASEMENT AREmS THAT MAY RESULT FROM DEWATERING AND/OR OTHER CONSTRUCTION ACTIVITY UNDER MIS CONTRACT 94ALL SE RESTORED TO THEIR ORIGINAL CONDITION OR BETTER. THE ORIGINAL CDDITI0N SHALL SE ESTABLISED BY PHOTOQiAPHS TAKEN AND/OR INSPECTION WOE PRIOR TO CONSTRUCTION. ALL SUCH WORK BALL BE DONE TO THE SATISFACTION OF THE PROPERTY OWNERS AND THE OWNER AT THE EXPENSE OF THE CONTRACTOR. D. STREETS. THE 014TRACTM WILL ASSUME ALL RESPONSIBILITY OF RESTORATION OF THE SURFACE OF ALL STREETS (TRAVELLED MAYS) USED BY HIM IF DAMAGED. IN THE EVENT THE CONTRACTOR DOES PDT HAVE LABOR OR MATERIAL IMEDIATELY AVAILABLE TO MAKE NECESSARY REPAIRS, THE CONTRACTOR %W SO INFIRM THE UREA. THE OWNER WILL MAKE THE NECES.WY REPAIRS AND THE COST OF SUCH REPAIRS SHALL BE PAID BY THE CONTRACTOR. 1-07.17 UTILITIES AND SIMILAR FACILITIES (ADDITIONAL SECTION) LOCATION AND DIMENSIONS SOWN ON THE PLANS FOR EXISTING UNDERGROUND FACILITIES ARE IN flCORDANKE WITH THE BEST AVAILABLE INFORMATION WITHOUT UNCOVERING AND MEASURING. THE OWNER DOES NO; QAARANTEE THE SIZE AND LOCATION OF EXISTING FACILITIES. ryY IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO CONTACT ALL PUBLIC A1O PRIVATE COMPANIES WAVING UTILITIES AD/OR FACILITIES IN THE VICINITY OF THE CONSTRUCTION AREA. s CALL BEFORE YOU DIC NA THE 48 HOUR LOCATORS 1-WO-424-5555 He E-� IF, IN THE PROSECUTION OF THE WORK, IT BECOMES NECESSARY TO INTERR!PT EXISTING SURFACE DRAINAGE, SEWERS, UDQNDRAINS, CONDUIT, UTILITIES, SIMILAR UNDERGROUND STRUCTURES, OR PARTS THEREOF, THE d,N CONTRACTOR SHALL BE RESPONSIBLE FOR, AND SHALL TAKE ALL NECESSARY PRECAUTIONS TO PROTECT AND PV PROVIDE TEMPORARY SERVICES FOR SAE, THE CONTRACTOR SHALL, AT HIS OWN EXPENSE, REPAIR ALL DAMAGE TO SUCH FACILITIES OR STRUCTURES DUE TO H" TNIS CONSTRUCTION OPERATION TO THE SATISFACTION OF THE CITY; EXCEPT FOR CITY OWNED FACILITIES WHICH Rw WILL BE REPAIRED BY THE UTILITY DEPARTMENT AT CONTRACTOR'S EUPENSE, OR BY THE CONTRACTOR AS DIRECTED BY THE CITY. M 1-07.18 PUBLIC LIABILITY A AC D PROPERTY DAMAGE INSRE(REPLACEENT SECTION-FEDDRAL AID CONTRACTS ONLY THE CONTRACTOR BALL OBTAIN AND KEEP IN FORCE DURING THE TERN OF THE CONTRACT, PUBLIC LIABILITY AND PROPERTY DAMAGE INSURANCE WITH COMPANIES OR THOUGH SOURCES APPROVED BY THEE STATE INSURANCE COMMISSIONER MISSIOER PURSUANT TO TITLE 48 RCM, THE AQUNT OF COVERAGE SHALL NOT BE LESS THAN A SINGLE LIMIT OF S1,D00,000.00 FOR BODILY IK3URY INCLUDING DEATH AND PROPERTY DAMAGE PER OCCURRENCE. CERTIFICATION 8Y THE CONTRACTOR THAT A POLICY WAS BEEN OBTAINED FROM A PARTICULAR COPAOY AND IS IN EFFECT 94ALL BE FORWARDED TO T.E ENGINEER WITH THE SIDED CONTRACT AS PROVIDED IN SECTION 1-03.3. AS SOON AS POSSIBLE. BUT NOT LATER THAN THE DATE UPON WHICH REQUEST IS MADE BY THE CONTRACTOR FOR THE INITIAL PROCESS ESTIMATE PAYMENT TO BE PAID UNDER MIS CONTRACT PURSUANT TO SECTION 1-09.9, THE CONTRACTOR SHALL FORWARD TO THE SECRETARY THE ORIGINAL POLICY OBTAINED. IF A POLICY CURRENTLY IN FORCE SATISFYING THE ABOVE REQUIREMENTS WAS SEEN PREVIOUSLY FILED WITH THE ENGINEER, THE Supplemental Specifications (Rev 02/09/87) Page 13 1-07.18 CONTINUED CONTRACTOR M4Y SUBMIT, IN LIEU OF AN ADDITIONAL COPY OF THE POLICY, A CERTIFICATION BY THE INSURACE COMPANY ISSUING THE POLICY THAT ITS COVERAGE HAS BEEN EXTENDED TO THIS CONTRACT AND SETTING FORTH THE BASIC COVERAGE LIMITS. THE CITY MILL PAY NO PROGRESS ESTIMATE PAYMENTS UNDER SECTION 1-09.9 UNTIL THE CONTRACTOR HAS FULLY CO4PLIED WITH 'HIS SECTION. THIS R9EDY IS NOT EXCLUSIVE: 40 THE CITY WAY TAME SUCH OTHER ACTION AS IS AVAILABLE TO IT UNDER OTHER PRDY'SIONS OF THIS CONTRACT, OR OTHERWISE IN LAM. COVERAGE IN THE MINIMUM AMOUNT SET FORTH HEREIN SMALL NOT BE CONSTRUED TO RELIEVE THE CONTRACTOR FROM -ABILITY IN EXCESS OF SUCH COVERAGE. 1-07.27(1) PUBLIC CONVENIENCE 40 SAFETY (ADDITIONAL SECTION) THE CONTRACTOR SWILL NOTIFY ALL PROPERTY OWNERS ALONG THE CONSTRUCTION AREA PRIOR TO CONS-RXTION. THE NOTICE 94PLL CONTAIN A DESCRIPTION OF THE SCOPE OF THE PR0.7ECT, THE CONTRACTORS NAME AMC ADDRESS, THE CONTRACTORS REPRESENTATIVES NAME ANO OFFICE AND EMERGENCY HONE NUMBERS AND THE OWNERS REPRESENTATIVES NNE AND PONE NUMBER. THE NOTICE SWLL BE NAILED OR DELIVERED TO EACH PROPERTY USING A PLASTIC ENVELOPE TO BE HUD ON THE DOOR HANDLE. PLASTIC ENVELOPES WILL BE SUPPLIED BY THE CITY ON REQUEST. THE CONTRACTOR 94AU ALSO NOTIFY ALL LOCK POLICE, TRANSIT, AND FIRE DEPARTMENTS, AND SCHOOL DISTRICTS PRIOR TO CONSTRUCTION. NAMES AND ADORESSES WILL BE FUUWISED BY THE (AAE9 ON REQUEST. THE CONTRACTOR SMALL FURTHER NOTIFY EACH OCCUPANT IN PERSON A MINIMUM OF THREE DAYS PRIOR TO CONSTRUCTION IN FRONT OF EACH PROPERTY. 1-07.23(3) PLAG EN, BNWIICADES. AND SILLS (REPLACEMENT SECTION) RAO", BARRICADES, SIGNS ND TRAFFIC CONTROL FURNISHED SWILL COHFORN TO THE STANDARDS ESTABLISIED IN THE LATEST ADOPTED EDITION OF TIME -MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES-, PUBLISHED BY THE U. S. DEPARTMENT OF TRANSPORTATION. COPIES MAY BE PURCHASED FROM THE SUPERINTENDENT OF DOCUENTS, U. S. GOVERMENT PRINTING OFFICE, WASHINGTON, D.C., 20402. THE CONTRACTOR SMALL IMPLEMENT THE TRAFFIC CONTROL PLAN(S) APPEARING IN THE CONTRACT PAWS, AS APPLICABLE. IF THE CONTRACTOR'S PLAN OF OPERATIONS IS IN COFLICT WITH THE CONTRACT TRAFFIC CONTROL PLAN, HE MAY PROPOSE MODIFICATION OF THE TRAFFIC CONTROL PLAN BY SOWING THE NECESSARY CONSTRUCTION SIGNS AND BARRICADES REQUIRED FOR THE PROJECT, AHD SUBMIT IT TO THE ENGINEER FOR APPROVAL AT LEAST TEN DAYS IN ADVANCE OF THE TIME THE SIGNS AND BARRICADES MILL BE REQUIRED. THE CONTRACTOR SHALL, AT MIS OWN EXPENSE PROVIDE ALL SINS, BARRICADES, GUARDS, FLAGMEN , AND EQUIPMENT, CONSTRUCTION WARNINGS, ND NIGHT LIGHTS IN ORDER TO PROTEC• THE PBLIC AT ALL TIMES FROM INJURY AS OF RESULT OF HIS OPERATIONS (SEE M.U.T.C.D.). IF THE CONTRACTOR SOI.LD FAIL TO MAINTAIN SUFFICIENT LILTS AM BARRICADES, IN THE OPINION OF THE ENGINEER, THE CITY SHALL HAVE THE R144T TO PROVIDE THESE LIGHTS AND BARRICADES AND DEDUCT SUCH COSTS FROM PAYMENTS 'X)E THE CONTRACTOR. WONT( SMALL BE NESTRICTWED, THE ORDER OF WCW MODIFIED, THE HOLM OF WORK MODIFIED OR THE WOP( HALTED ALTOGETHER AT THE EN LEER'S DISCRETION WHEN THE ENGINEER FINDS SUCH A COURSE OR COURSES OF ACTION NECESSARY TO PROTECT THE PBLIC OR THE CONTRACTOR'S SAFETY, HEALTH, ARID WELFARE ALL SIGNS REMOVED SAL BE SALVAGED AND DELIVERED TO THE CITY YARD, ALL COSTS IN CONNECTION WITH THE PROTECTION AND MOVEMENT OF VEHICULAR AND PEDESTRIAN TRAFT:IC SHALL BE CONSIDERED INCIDENTAL TO THE MOW( INVOLVED OR SHALL BE INCLUDED IN THE LUMP SUM PRICE ITEM •TRAFFIC CONTROL- IF SUCH AN ITEM IS INCLUDED IN THE PROTECT. TRAFFIC MOVEMENT 94ALL HEREIN BE DEFINED AS APPLYING TO BOTH VEHICULAR AND PEDESTRIAN TR!', __. THE ENGINEER SMALL BE THE CITY OF RENTON PUBLIC WORKS DIRECTOR OR HIS ONLY AUOORIZED REPRESENTATIVE (i.e. PROJECT ENGINEER, INSPECTOR) AS USED THBOIJG UW THIS SPECIFICATION, THE FOLLOWING IS A SUMMARY OF REGULATIONNS THAT WILL APPLY TO TRAFFIC CONTROL OPERATIONS ON THIS PR07ECT, BUT DOES NOT Supplemental Specifications (Rev 02/09/87) Page 14 1-7.23(3)CONTINUEO LIMIT OR SUPERSEDE OTHER REGULATIONS OF THE STANDARD SPECIFICATIONS: 1. THE -MANUAL ON UNIFOM TRAFFIC CONTROL DEVICES FOR STREETS AND HIGHWAYS", AS WELL AS TE . FEDERAL HIGHWAY ADMINISTRATION (FHWA) -TRAFFIC CONTROL IN CONSTRUCTION AND MATNTENANCE WORK ZONES- TECHNICAL REPORT MAY 19", SHALL BE USED AS A GUIDELINE FOR THIS PROD '. 2. SAPLE TRAFFIC CONTROL PLANS ARE INCLUDED AS A PART OF THIS DOCUMENT. AT THE PRE-CONSTRUCTION CONFERENCE THE CONTRACTOR SHALL PRESENT THE PLAN TO BE USED ON THIS PROJECT AD DESIGNATE THE PERSON RE4'%GIOLE FOR TRAFFIC CONTROL AT THE WOM SITE. THE TCP 94ALL INCLUDE DESCRIPTIONS OF THE TRAFFIC CONTROL METHODS AND DEVICES TO BE USED BY THE PRIME CONTRACTOR/SUB-CONTRACTORS AND WILL BE SUBJECT TO REVIEW AND APPROVAL BY THE ENGINEER. 3. OURIMC ALL PHASES OF CONSTRUCTION, TRAFFIC MDVk7ENT SMALL BE MAINTAINED AS NEAR NORMAL AS POSSIBLE AND REASONABLE ACCESS MAINTAINED TO PROPERTIES MACENNT TO THE RIOR (F WAY LINE. A. ALL TRAVELED PORTIONS ff ROADWAYS WILL BE OPEN TO TRAFFIC QAINU PEAK TRAFFIC PERIOIDS, 6:30 Tr, 8:30 A.M. ICON 3:00 to 6:00 P.M. OR AS DIRECTED BY THE ENGINEER. S. ON OR BEFORE THE FIRST DAY DF WORN AFFECTING TRAVELED ROADWAY, THE CONTRACTOR WILL BE REOUIRED TO WIVE THE TRAFFIC CONTROL DEVICES TO BE USED INSPECTED AND APPROVED BY THE ENGINEER AS TO COMPLIANCE WITH KJTCD/FHWA STANDARDS. NO WORN 94ILL BE DONE ON OR ADJACENT TO THE ROADWAY UNTIL ALL NECESSARY STOS AND TRAFFIC CONTROL DEVICES ARC IN RAGE. 6. WORN( SITE TRAFFIC CONTROL WILL BE SUBJECT TO PERIODIC INSPECTION BY THE ENGINEER; THE CONTRACTOR WILL BE REQUIRED TO TAKE. TIMELY AND APPROPRIATE ACTION TO CORRECT CODITIONS THAT a ARE UNSAFE OR CAUSING UNDUE DELAY TO TRAFFIC MOVEMENT. 7. IF THE CONTRACTOR FAILS TO TAKE SUCH TIMELY AND APPROPRIATE CORRECTIVE ACTION, THE ENCINECR CAN ORDER A STOP TO FURTHER WORN UNTIL THE CONDITIONS ARE CL'R"ECTED, OR ORDER CORRECTIVE ACTIONS TO N BE PERFORMED BY OTHERS WITH ALL COSTS INCURRED THEREOF DEDUCTED FROM PAYMENTS DINE OR COMING DUE U a THE CONTRACTOR. THE CONTRACTOR SMALL BE RESPONSIBLE FOR PROVIDING ADEQUATE FLAGMEN, BARRICADES, LINTS AND SIGNRS FOR THE PROTECTION OF THE WORK AND THE PUBLIC AT ALL TIMES, AND THE CONTRACTOR AND HIS SURETY SMALL BE LIABLE FOR INJURIES AND DAMAGES TO PERSONS AND PROPERTY SLFFERED BY REASON OF THE CORRACTOR'S , OPERATIONS OR ANY NEGLIGENCE IN CONECTION THEREIN. N � 1_07.23(6) DUST CONTROL (ADDITIONAL SECTION) THE CONTRACTOR SALL PROVIDE A MINIMUM 1,500 GALLON CAPACITY WATER TRUO( WITH A PRFSSAE SPRAY NW SYSTEM DESIGNED FOG STREET CLEANING. THE STREETS SMALL BE CLEANED OF DUST AND DEBRIS AT THE END OF EAnN WOWMING DIY. IN ADDITION, THE CONTRACTOR SAU1 P'OVIOOE SPRINOLING, AS NECESSARY, TO ALLEVIATE M`. 'A iSANCE OR AS DIRECTED BY THE ENGINEER. 1-07.24 RIGHTS OF WAY (AOCITIONAL SECTION) THE CITY BALL OBTAIN ALL EASD TS AND ACCESS PERMISSION NECESSARY TO THE CONSTRUCTION OF ALL IMPROVE.IENTS LOCATED ON PRIVATE PROPERTY AND PAY ALL COSTS OF THE SAE. COPIES OF ALL EASEMENTS AND ACCESS PERMISSION WILL BE PROVIDED TO THE CONiIACTCR. THE CONTRACTOR SMALL PERFORM ALL WORE ON PRIVATE PROPERTY IN STRICT COPLIANCE WITH THE TERMS AND CODITIONS OF THE EASEMENTS AND RIGHT-OF- N.. ACCESS DOCIAENTS. k+ Supplemental Speci Ticatlons (Rev 02/09/87) Page 15 k 1-08 PRTISEDITION APO PROGRESS 1-08.5 PROGRESS SCHEDULE (REPLACEMENT SECTION) LEEDIATELY AFTER EXECUTION AND DELIVERY OF THE CONTRACT, AGO BEFORE THE FIRST PARTIAL PAYMENT ID MADE, THE CONTRACTOR SHALL DELIVER TO THE ENGINEER AN ESTIMATED CONSTRUCTION PROGRESS SCHEDULE IN A FORM SATISFACTORY TO THE ENGINES, %*WINO THE PROPOSED DATES OF COMENCDEKT AND COMPLETION OF EACH OF THE VARIOUS PAY ITEMS OF WORK REQUIRED 'DOER THE :ANTRACT DOCUMENTS AND THE ANTICIPATED AMOUNT OF EACH MONTHLY PAYMENT THAT WILL BECOME DUE TO THE CONTRACTOR IN ACCORDANCE WITH THL PRESS SCHEDULE. THE CONTRACTOR SHALL ALSO FURNISH PERIODIC ITEMIZED ESTIMATES OF WORK DONE FOR THE PURPOSE OF MAKING PARTIAL PAYMENTS THEREON. THE COST INCURRED ON WAKING UP ANY OF THESE SCIEOULES WILL BE USED ONLY FOR DETERMINING THE BASIS OF PARTIAL PAYMENTS AND WILL NOT BE CONSIDERED AS FIXING A BASIS FOR ADDITIONS TO ON DEDUCTIONS FROM THE CONTRACT. SHOULD IT BECOME EVIDENT AT ANY TIME DURING CONSTRUCTION THAT OPERATIONS WILL OR MAY FALL BEHIND THE SOED.LE OF THIS FIRST PROIRAM, TNf CONTRACTOR SMALL, UPON REQUEST, PROMPTLY SUBMIT REVISED SOEXJLFS IN THE SAE FOW AS SPECIFIED HEREIN, SETTING OUT OPERATIONS, METHODS, AND EQUIPMENT, ADDED LABOR PONCES DR WORKING SHIFTS, NIGHT WOK, ETC., BY WHICH THE LOST TIME WILL BE WOE UP, AND CONFER WITH THE ENGINEER UNTIL AN APPROVED MODIFICATION OF THE ORIGIWL. SDIMLLE HAS BEEN SECURED. FURT,ER, IF AT ANY TIME A PORTION OF THE ACCEPTED SCHEDULE IS FOND TO CONFLICT WITH THE CONTRACT PROVISIONS, IT SHALL UPON REQUEST BE REVISED BY THE CONTRACTOR AND TL.WOAK SHALL BE PERFORMED IN COPLI' WITH THE CONTRACT PROVISIONNS. PAYMENTS OF ANY FURTHER ESTIMATES TO THE CONTRACTOR AFTER SUCH REQUEST IS MADE AND UNTIL AN APPROVED MODIFIED SCHEDULE WAS BEEN PROVIDED BY THE CONTRACTOR WAY BE WITHELD. MCUTION OF THE WOK ACCORDING TO THE ACCEPTED SCHEDULE OF CONSTRUCTION OF APPROVED MOnIFICATIONS THEREOF, I5 HEREBY MADE AN OBLIGATION OF THE CONTRACT. 1-08.5(1) PRE-(S761RLCTIOH CONFERENCE (NEW SECTION) PRIOR TO THE START OF r VSTRUCTION, THE CONTRACTOR, ENGINEER, ALL WEICONTWYTORS, UTILITY OE'ARTMENT, QUASI PUBIC UTILITY COPANIES, AND OTHER INTERESTED PARTIES SWILL ATTEND A PRE- COHS'TRUCI ION CONFERENCE. WITH TIME, RACE, AND DATE TO BE DETERMINED AFTER AWARD OF THE CONTRACT. SUBSEQUENTLY, A REPRFyENTATIVE OF THE CONTRACTOR WILL ATTEND A WEEKLY CONFERENCE TO REVIEW PROGRESS *0 GI IS ANY PRO6LEMS THAT MAY BE INCU REC. THE TIME, PLACE AND DAP OF 1HESE WEEKLY MEETINGS SHALL BE ESTASLI%ID AT THE PRE-CONSTRUCTION CONFERENCE. 1-08.4 PROSECUTION OF WON (ADDITIONAL SECTION) TE CONTRACTOR SHALL NOTIFY THE CITY OF RENTON AT LEAST A8 HOURS ''RIOR TO COM4EHCING WORK. THE SAME NOTIFICATIONS 94ALL BE PROVIDED TO ALL EMERGENCY SERVICES, BY DIALING 911 FROM A PHONE WITH A RENTON EX mAmGE TELEPHONE NUMBER, AND THE SCHOOL DISTRICT MEN WORKING WITHIN A ROADWAY RIGHT-OF- WAY. THE CONTRACTOR SHALL ALSO NNTIFV PROPERTY OWNERS ADJACENT TO THE CONSTRUCTION NicA, IMOIC9TING THE DURATION AND PROPOSED TIME OF ACCESS CL0SUE TO THEIR PF43ER;Y. 1-08.5 TIME OF COPLETION (ADDITIONAL E'e.CTION) REPLACE PARAGRAPH 1 WITH: THE CONTRACT TIME SAIL START WITHIN 10 DAYS FRUN THE DATE OF THE LETTER NOTIFYING THE CONTRACTOR TO PROCEED. THE SPECIAL PROVISIONS WILL STATF THE CONTRACT TIME WORKING DAYS. A WORKING DAY IS ANY DAY NOT OTHERWISE DEFINED HEREIN AS A NON WORKING DAY, A NON WORKING DAY IS DEFINED AS A SAT�F.JAY, SUDAY OR RECOGNIZED HOLIDAY OR A DAY ON WHICH THE aNrACTOR IS SPECIFICALLY REQUIRED BY THE CONTRACT TO SUSPEND CONSTRUCTION. 5uwl^ tel Specificatims i Re, 02/09/87) Page 16 1-08.5 CONTINUED ALL DEFINITIONS OF RECOGNIZED HOLIDAYS IN THE STANDAD SPECIFICATIONS ARE DELETED AD VOID. RECOGNIZED HOLIDAYS 94ALL BE AS FOLLOWS: NEW YEAR'S DAY, MODRIAL DAY, JULY 4, LABOR DAY, VETERANS DAY, THANKSGIVING AND THE DAY FOLLOWING, AND C RISTMA.S DAY. THE DAY BEFORE C RISTMAS SIYLLL BE A HOLIDAY WHEN CHRISTMAS DAY OCLUiS ON A TUESDAY OR FRIDAY. THE DAY AFTER CHRIS'TMAS SHALL BE A HOLIDAY WHEN QRISTMAS DAY OCCURS ON A MONDAY, WEDtESDAY, OR TMUFMAY. WHEN CHtISTMAS DAY OCCURS ON A SATUDAY, THE TWO PRECEDING WORKING DAYS SMALL BE OMz RUED AS HOLIDAYS. WHEN CHRISTAS DAY OCCURS UN A SUDAY. THE TWO WOMINC DAYS FOLL NTO SHALL BE OBSERVED AS HHOLIDAYS. THE CONTRACTOR IS EXPECTED TO DILICENTLY PROSECUTE THE WORN TO COMPLETION IN ALL PARTS AID REQUIREENTS. THE PRO.ECT SMALL BE COMPLETED WITHIN THE TIME NOTED IN THE CALL FOR BIDS. PROVIDED, HOWEVER, THAT THE CITY SMALL HAVE THE RIGHT UPON REQUEST OF THE PLBLAC WORKS DOWTTENT, TO EXTEND THE TIME OF COPLETION OF SAID WORK. HO EXTENSION SHALL BE VALID UNLESS THE SAME BE IN WRITING AM k:C,TPANIFED BY THE WRITTEN WNSENT TO SUCH EXTENSION BY THE SURETY ON THE BOND DF THE CONTRACTOR. TIME LOST IN REPLACING IMPROPER WOK OR MATERIAL SALL NOT FURNISM ANY GROUNDS TO THE CONTRACTOR FOR CLAIMING AN EXTENSION OF TIME FOR THE COPLETION OF THE WORK, AND BALL NOT RELEASE THE CONTRACTOR FROM DAMAGE OR LIABILITIES FOR FAILURE TO COMPLETE THE WORK WITHIN THE TIT£ REQUIRED. 1-08.9 LIQUIDATED DAMATS (ADDITIONAL SECTION) THE LIQUIDATED DAMAGES 00 NOT INCLUDE, AND fM IN ADDITION TO, 044AES FROM COSTS FOR INSPECTION, SFERVISIOR, LEGAL EXPENSE, AND COURT COSTS INCURRED BEYOND CCNTFOCT COPLETION DATE. THE COST OF ADDITIONAL INSPECTION AM SUPERVISION SMALL BE AN WANT EQUAL TO ACTUAL SALARY COST PLUS 100 PERCENT FOR OVEWEAO. 1-08.11 OVERTIME WORK BY OWNER EMPLOYEES (W..W SECTION) WHEN THE CONTRACTOR PERFORMS CONSTRUCTION WORM DYER THE ACCEPTED 8 HOURS PER DAY OR 40 HORS PER WEEK, OR ON ANY CITY HOLIDAY, AND THE WORK REQUIRES INSPECTION, THEN THE CONTRACTOR 94ALL REIMBURSE THE CITY AT THE RATE OF $50 PER HOUR. THE CITY BALL HAVE THE SOLE AUTHORITY IN DETERMINING THE NECESSITY OF HAVING THE OVERTIME INSPECTION, AND SMALL NOTIFY THE CONTRACTOR OF ITS INTENT TO REQUIRE SAID INSPECTION. SAAID COSTS WILL BE DEDGCTED FROM MONIES Ol1E THE CONTRACTOR ON EACH MONTHLY ESTIMATE. 1-08.1^. CONTRACTOR'S RANT AND EQUIPMENT (NEW SECTION) THE CONTRACTOR ALONE SMALL AT ALL TOES EE RFSPORSIB' FOR THE ADEQUACY, EFFICIENCY, AND SFFICIFNCY OF HIS AND HIS StACONTRACTOR'S PUNT APO, EQUIPMENT. THE OWNER 9WALL HAVE THE RIGHT TO kw MAKE USE OF THE CONTRACTOR'S PUNT AND EQUIPMENT IN THE PERFORMANCE OF ANY WORK ON THE SITE OF THE WOK. „+ THE USE BY THE OWNER OF SUCH PLANT AND EQUIPMENT BALL BE CONSIDERED AS EXTRA WON( AND P'10 rOR ACCORDIHZY. NEITHER THE OWNER NOR THE ENGINEER ASSUME ANY RLSPOSIBILITY, AT ANY TIME, FOR THE SECURITY OF THE SITE FROM THE TIME LNTRACTOU'S OPERATIONS HAVE COMMENCED UNTIL FINAL ACCEPTANCE OF THE MOM BY THE ENGIIEE7R AND THE OWNER. THE CONTRACTOR SHALL EMPLOY SUCH MEASRFS AS ADDITIONAL FENCING, BARRICADES, ANT WATCHMEN SERVICE, AS HE DEEMS NECESSARY FOR THE PUBLIC SAFETY APO FOR THE NN PROTECTION OF THE SI7 AND HIS RANT AND EQUIPMENT. THE OWNER WILL BE PROVIDED KEYS FOR ALL FENCED, 5 -URED AREAS. WM Su0olem tal SCeciflcatims (Rev 02/09/87) Page 17 r> 1-08 10 ATTENTION TO MCiO( (NEW SECTION) THE CONTRACTOR SMALL GIVE HIS PERSONAL ATTENTION TO AMC SHALL SLPERYISE THE WORM( TO THE END TNA: IT SMALL BE PROSECUTED FAITHFULLY, AND WHEN ME IS NOT PERSONALLY RESENT ON THE WORD( SITE, HE SMALL AT ALL REASONABLE TIMES BE REPRESENTED BY A COMPETENT SPERINTOCENT WHO 9ALL HAVE FULL AUTHORITY TO EXECUTE THE SAME, A R HOUT D TO SUPRLY MATERIALS, TOOLS, AND LABOR WIT DELAY, AND WHO SHXL BE THE LEGAL REPRESENTATIVE OF THE CONTRACTOR. THE CONTRACTOR SHALL BE LIABLE FOR THE FAITW L OBSERVANCE OF ANY INLSTRLCTIONS OELIVFRM TO HIM OR TO HIS AUTHORIZED REPRESENTATIVE. 1-09 1EARFOENT AM PAYMENT 1-09 1 MEISIR84ENT OF WANTITIES (ADDITIONAL SECTION) THE CONTRACTOR WILL BE RESP'JHSIL_E TO ASSURE THAT ALL DELIVERY TIOZETS THAT ARE REWIRED FOR T>E PLfpOSE OF CALCULATING gLANTITIES FOR PAYMENT OR FOR VERIFYING TYPE OF MATERIAL ARE RECEIVED BY THE ENGINEER Af THE TIME OF TAIYERY IN ORDER FOR PAYMENT TO BE MADE. A. BY TRIO( PAYMENT WILL MDT BE MADE FOR DELIVERY TIOO:TS WHICH 00 MDT SOW TYPE OF MATERIAL, DOSS WEIGHT, TARE WEIGH., TRL" MAZER, DATE, WEIGH-MASTERS CFATIFICATION,AND INSPECTOR'S INITIALS. SCALE CERTIFICATION SHALL BE SPBMITTED AS EASY IN THE PROJECT AS POSSIBLE. EACH WEIGHT STATION S"LL MAINTAIN A RECORD OF THE TRICK NAAER, TIME, DATE, AND WEIGHT OF ALL TRUCKS PROVIDING MATERIAL TO THE PROJECT. THE WEIGHT LIST BALL BE MAINTAINED IN DUPLICATE WITH ONE SIDED COPY TRIWSAITTED DAILY TO THE CITY BY THE SCALE ATTENDANT. IN ISOLATED CASES WHERE SCALE WEIGHT IS HOT AVAILABLE, THE INSPECTOR SMALL MEASLK THE TRUCK VROE AND CERTIFY AS TO ITS FLLL LOAD DELIVERY. B. -Y OTHER MEANS WTHHOD FOR /EASfEMENT AID PAYMENT FOR MATERIAL BHOIGHT TO THE SITE BY ANY OTHER MEANS WILL BE DETERMINED BY CONTRACTOR/OWNER AGEONENT BEFORE AWARD OF THE CONTRACT. 1-99.0 SCOPE OF PAYMENT (ACOITIONAL SECTION) ALL COSTS AND EV ENSE5 FOR ITEMS OF WORK, EQUIPMENT, OR MATERIALS, INA.UDING INSTALLATIONS, NOT IDENTIFIED AS BIU ITEMS IN THESE SPFCIFICATIONS SHALL BE INCIDENTAL TO THE MPZ=T. NO SEPARATE PAYMENT OF ANY KIND MILL BF MARE FOR THESE INCIDENTAL ITEMS. PARTIAL PAYMENTS ON ESTIMATES MAY BE WITH ELD UNTIL A WORK PROGRESS SO4ML.E, AS DESCRIBED IN SECTION B, HAS BEEN RECEIVED AND APPROVED. IN THE EVENT THAT MY MATERIAL OR WOROMANSHIP ODES NOT MEET THE REQUIRDENTS OI SPECIFICATIONS, THE CITY MAY HAVE THE OPTION TO ACCEPT SIGH MATERIAL OR WORaORARSHIP IF THE DIRECTOR OF P1$IC WOOS DEEMS SCH ACCEPTANCE TO BE IN THE BEST INTEREST OF THE CITY, PROVIDED THE CITY MAY NEGOTIATE PAYMENT OF A LOWER UNIT PRICE FOR SAID MATERIAL OR WORD ANSHIP. PAYMENT FOR PIPE INSTALLED SHALL BE MADE ON THE FOLLOWING SCMEIU E ONLY: CONDITION OF PIPE INSTf._-ED PERCENT OF BID PRICE PAID PIPE INSTALLED AND MDT TESTED. ao.0% PIPE INSTALLED AND TESTED. 90.0% PI"E INSTALLED, TESTED, TIE-INS AND SERVICES INSTALLED AND CLEAN- LP COMPLETED. 100.0% S+Dpleeental Specifications (Rev 'i,/09/87) Page 1B DIVISION 2 EARTWOAX 2-01 CLEARING, OiUBBING, AND ROADSIDE CLFJWP 2-01.2 DISPOSAL OF USABLE MATERILL 6 DEBRIS (PARTIAL REPLACEMENT SECTION) DELETE: "THE CONTRACTOR SHALL DIMPO.SE OF ALL DEBRIS BY ONE OF THE THREE DISPOSAL METHODS DESCRIBED BELOW.• ADO: 'THE CONTRACTOR SHILL COMPLY WITH ALL LAMS AND RLLES DDVERMNING THE 019WAL OF DEBRIS AND CONSTRL.CTION MATERIALS IN APPROVED LAND FILLS.- 2-01.20) DISPOSAL METHOD NO 1 - a" 91NING - DELETE 2-01.2(2) DISPOSAL METHOD HO 2 CONTROLLED BuaaNG _ DELETE 2-01.2(3) DISPOSAL METHOD NO. 3 - DELETE � r s 2-01.2(4) DID METHOD No. 4 LAND FILLS (ADDITIONAL SECTION) W A N ALL DEBRIS, WASTE, EXCESS CONSTRICTION MATERIALS AND OTHER MISCELLANEp)S MATERIAL MDT SALVAGED BY THE OWNER OF THE CONTRACTOR OR DISPOSED OF BY ANOTHER APPROVED METHOD ARE TO BE DISPOSED OF AT A LANDFILL APPROVED AND LICDNSED BY THE APPROPRIATE GOVERNING BODY. H+ 2-01.3(4) ROADSIDE CLEANUP - DELETE ) 1M4 241.5 PAYMENT (PARTIAL REPLACEMENT SECTION) M DELETE ITEM 4 W IMP 2-02 REMOVAL OF STRUCTIAES A/O OBSTRCTIONS 2_02 3 3 REMOVAL OF PAVEMENT, SIDEWALKS AND CRABS ADO: 14 3. MEN AN AREA WHERE PAVEMENT WAS BEEN REMOVED IS TO BE OPENED TO TRAFFIC BEFORE PAVEMENT PATCHING WAS BEEN FINISED, TEMORMY MC COLD MIX ASPHALT CONCRETE PATCH SMALL BE REDUIREC. TENPO ARY COLD MI% PATCHING SHALL BE PLACED TO A MAXIMLIM DEPTH OF 1 INCH IMEDIATELY AFTER INR BACITILLING AND COMPACTION ARE COMPLETED AND BEFORE THE ROAD IS OPENED TO TRAFFIC. 2-02.5 PAYMENT ISIPPL04ENTAL SECTION) N-k ADO: Ya 2. •SAW 3ATTING,' PER LINEAL FOOT. 3. •COLT NIX M ASP ALT,PER EON. (4 ALL COSTS RELATED M THE REMOVAL OF STRLCTURES AND OBSTRICTIONS INCLUDING SAW CUTTING AND MIX ASPHALT SHALL BE CONSIOERED INCIDENTAL TO AND INCLUDED IN THE LIMIT CONTRACT PRICE OF OTHER 8I0 * ITEMLS LILESS OESIONATED AS A SPECIFIC BID ITEM. Supple tal Speclflcatims a 1 .> (Rev 02/09/87) Page 19 2-03 ROADWAY EXCAVATION AND EMBIWCENT 2-03.1 DESCRIPTION (PARTIAL REPLACEMENT SECTION) REPLACE PARAGRAPH 2 WITH: THE WOK INCLUDES THESE ITEM ULESS THEY ARE DESIGNATED AS PAY ITEMS IN THE CONTRACT: 1. HAM 2. SLOPE ROUDING 3. EXCAVATION OF STRUCIURES, DITCES AND CNA+ELS. a, REMOVAL OF UNSUITABLE MATERIALS. 3. REMOVAL OF PAVEMENT, SIDEWALKS, DRIVEWAYS, CURD AND GUTTER, EXTRUDED CURBS, AND OTHER SURFACE IMFDV9ENTS 2-03.3(2) R0CK CUTS (PARTIAL PFPLACE ENT SECTION) REPLACE PARAGRAPH 1 CONTROLLED BLASTING WITH: CONTROLLED BLASTING — BEFORE BLASTING WILL BE APPROVED TIME CONTRACTOR MUST DEMONSTRATE TO THE ENGINEER AND LOCK POLICE AND FIRE DEPARTMENTS THE NEED FOR THIS METHOD OF EXCAVATION. IF APPROVED RCFDRE ANY BLASTING BEGINS, THE ENGINEER WILL REQUIRE THE CONTRACTOR TO PROVIDE INFOMATION ON HOW GRILLING, LOADING AND SHOO-ING WILL BE ITCCOiLISED. ALSO, THE CONTRACTOR WILL PROVIDE A DETAILED EXPLANATION OF WHAT PRECAUTION WILL BE FOLLOWED IF BLASTING IN AN URBAN OR RESIDENTIAL AREA. 2-03 3(IA)E USUITABLE FOUNDATION EXCAVATION (REPLACEMENT SECTION) WHEN SHOWN ON THE PLANS OR AMEN SPECIFIED IN THE SPECIK PROVISIONS, UNSTABLE NATURAL (ROM 91ALL BE EXCAVATED PRIOR TO THE PLACDfNT OF EMBANDENT OVER THE AREA. THE UNSTABLE MATERIAL MAY CRNSIS' OF PEAT, MUCK, SWAMPY OR UNSUITABLE MATERIALS, INCLUDING BURIED LOGS AND STEWS. THE MATERIAL SMALL BE EXCAVATED BY THE CONTRACTOR AS O'^ :TED By THE ENGINEER TO GIVE THE CONSTRUCTED D40AWM:NT FULL BEARING ON SOLID ORO1D. MATERIALS EXCAVATED FROM THE ROADWAY OR CHANNEL ORANGE PRISMS, WILL NOT BE CLASSIFIED AS UNSUITABLE FOUDATION EXCAVATION UNLESS THE REMOVAL MUST BE ACCOMPLISHED BY ORAGLINE UFFAATION OR BY SPECIAL EXCAVATION METHODS REQUIRING DIFFERENT EQUIPMENT FROM THAT USED FOR ROADWAY EXCAVATION, IN WHICH CASE MEASUREMENT AND PAYMENT AS •LN6UITABLE FOLMATION EXCAVATION' ON A PER CUBIC YARD BASIS WILL APPLY. 2-03.3(IA)F DISPLACEMENT OF UNSUITABLE FONDATION MATERIALS - DELETE 2-03.4 MEASUREMENT (SUPPLEMENTAL SECTION) A00 TO ITEM 1. AT THE DISCRETION OF THE ENGINEER. ROADWAY EXCAVATION, BORROW EXCAVATION, AND UNSUITABLE FONDATION EXCAVATION - BY THE CUBIC YARD MAY BE MEASURED BY TRUCK IN TIE MWLING VEHICLE AT THE POINT OF LOADING. THE CONTRACTOR SHALL PROVIDE TRUCK TICKETS FOR EACH LOAD REMOVED. EACH TICKET SMALL HAVE THE TRUCK NUMBER, NAME AND DATE, AND BE APPROVED BY THE ENGINEER. 2-03.5 PAYMENT (PARTIAL REPLACEMENT SECTION) ADO TO BEGINNING OF PARAGRAPH 1: -ALL MATERIAL WITS COVERED IN THIS SECTION SHALL INCLLOE THE HALL TO AND FROM THE JOB SITE AS PART OF THEIR WIT PRICE. swpleMntal Specifications (ReY 02/09/87) Page 20 2-03.5 CONTINUED REPLACE PARAGRAPH 1 1TEN 1 WITH: "WHEN THE ENGINEER ORDERS EXCAVATION 2 FEET OR LESS BELOW SBGRADE, UNIT CONTRACT PRICES FOR ROADWAY EXCAVATION AND MALL SHALL APPLY. IF HE ORDERS EXCAVATION MORE THAN 2 FEET BELOW S:BCAADE, THAT PART BELOW THE 2-FOOT DEPTH 94ALL BE PAID F3R AS PROVIDED FOR IN SECTION 2- 03.5(3) UNSUITABLE FOUNDATION EXCAVATION." REPLACE TEXT OF ITEM 3 WITH: •UNSUITABLE FOUNDATION EXCAVATION", PER CUBIC YARD. *EMI THIS BID ITEM APPEARS IN THE SOfDILE OF PRICES, THE CONTRACT PRICE PER CUBIC YARD SHALL BE FALL CD PEN:ATION FOR EXCAVATING, LOADING, PLACING OR OTHERWISE OISPOSINO OF THE MATERIAL INCLUDING HALL. WHEM MD BID ITEM rOR "WSUI7ABLE FOUNDATION EXCAVATION" APPEARS IN THE SCHEDULE OF PRICES, BUT AN ITEM FOR FQMC4TION MATERIAL MASS A OR CLASS 8 APPEARS IN THE SCHEDULE OF PRICES. THE PAYMENT 94AI.L BE AS SET FORTH IN gCTION 2-09.5.7. WHEN NEITHER OF PE ABOVE ITEMS IS PROVIDED IN THE CONTRACT SUCH WOW AS WAY BE ORDERED BY THE ENGINEER SMALL BE ACCO43LI94M AS EXTRA WORK AND PAYMENT WILL BE MADE AS PROVIDED IN SECTION 1- 04.4. r REPLACE TEXT OF ITFN 7 WITH: Mr 'ALL COST FOR E1BNlOENT COPACTION SHALL BE INCIDENTIL. M OTHER PAY ITEMS INVOLVED." @@ss� 2-04 IWL 2-04.5 PAYMENT (REPLACEMENT SEC7ION) PO ALL COSTS FOR THE WILING OF MATERIAL TO, FROM OR ON THE JOB SITE 94ALL BE CONSIDERED INCIOENTAL TO Ara AND INCLUDED IN THE UNIT CONTRACT PRICE OF OTHER UNITS OF WORK. 2-05 SLOPE TREATMENT ad 2-05.5 PAYMENT (REPLACEMENT SECTION) ALL COSTS FOR SLOPE TREATMENT 9NLL BE CONSIDERED INCIDENTAL TO AND IMCUDED IN THE UNIT CONTRACT PRICE OF OTHER UNITS OF WOK. 2-09 STRUCTURE EXCAVATION 2-09.1 DESCRIPTION (SUPPLEMENTAL SECTION) THIS WORK ALSO INCLUDES THE EXCAVATION , HAIL AND DISPOSAL OF ALL UNSUITABLE MATERIALS SUCH AS PEAT, MINX, SWAMPY OR UNSUITABLE MATERIALS, INCLUDING BURIED LOGS AND STOPS. 2-09.3(1)C REMOVAL ON UNSTABLE BASE MATERIAL (PARTIAL REPLACEENT SECTION) PEPLACE PARAGRAPH 2 WITH: GRAVEL BAKFILL FOR FOUDATION MATERIAL SHALL BE CRUSHED OR PARTIALLY CRUSHED MATER:AL MEETING THE REQUIREMENTS OF SECTION 9-30.78 FOR GRADATION AND QUALITY. Supplemental Specifications (Rev 02/09/87) Page 21 249 30)0 DISPOSAL OF EXCAVATED MATERIAL (PARTIAL REPLACEMENT SECTION) REPLACE THE SECOND AND THIRD PARAGRAPHS WITH; TN. UNIT CONTRACT PRICE FOR STRUCTURE EXCAVATION CLASS B 94ALL INCLUDE ALL COSTS FOR LOADING AID HAULING THE MATERIALS. 2-09.4 MEA9FDENT (PARTIAL REPLACEMENT SECTION) MINIMUM TRENCH WIDTH FOR PAYMENT SHALL BE 1 FOOT. HORIZONTAL LIMIT FOR PIPELINES LARGER THAN 42 INCES, PIPE ARCHES MORE THAN 50 INCES IN CYAN, STRUCTURAL PLATE PIPE, MUD UNDERPASS SHALL BE 1.5 FEET. LOWER LIMITS FOR PIPE. THE BOTTOM OUTSIDE OF THE PIPE, OR THE BOTTOM OF THE REQUIRED BEDDING MATERIAL WILL SERVE AS THE LOWER LIMIT FOR MEASURING EXCAVATION. THE ENGINEER MAY SET ANOTHER LIMIT WHEN EXCAVATION MUST BE MADE BELOW GRADE. DELETE THE LAST TWO PARAGRAPHS. 2-09.5 PAYMENT (REPLACEMENT SECTION) MEN THE PROPOSAL !4CL DES ANY OF THE FOLLOWING 8I0 ITEMS, THE OWNER WILL PAY AS FOLLOWS! 1. 'STRUCTURE EXCAVATION CLASS A,-PER CUBIC YARD. 2. •STRUCTL E EXCAVATION CLASS El,-PER CUBIC YARD. THE WIT CONTRACT PRICE PER CUBIC YARD FOR THE BID ITEMS LISTED ABOVE 94ALL BE FULL PAY FOR ALL LABOR, MATERIALS, TOOLS, EQRRENT, AM PUPING INCLUDING HAUL. IF THE ENGINEER ORDERS THE CONTRACTOR TD EXCAVATE BELLOW THE ELEVATIONS SHOWN ON THE PLANS, THE UNIT PRICE PER OBIC YARD FOR -STRUCTURE EXCAVATION CLASS A OR B' 94AL APPLY. BUT IF THE CONTRACTOR EXCAVATES DEEPER THAN THE PLANS OR THE ENGINEER REQUIRES, THE OWNER WILL NOT PAY FOR MATERIAL EXCAVATLD FROM BELOW THE REQUIRED ELEVATIONS. IN THIS CASE, THE CGN'.RACTOR, AT HIS EXPENSE SHALL REPLACE 9" MATERIAL WITH CONCRETE OR OTHER MATERIAL THE ENGINEER APPROVES. MNEM •STRUCTRE EXCAVATION CLASS S' IS NOT INCLUDED IN THE 810 ITEMS THEN ALL EXCAVATION, AND ALL MAIL AND DISPOSAL OF EXCESS OR UNSUITABLE MATERItLS, TOGETHER WITH ALL LABOR, TOOLS AND EQUIFMFJNT REQUIRED TO EXCAVATE TO LINE AID GRADE FOR ANY PIPE, CULVERT OR C@OUIT SHALL BE CONSIDERED INCIDENTAL TO THE PRICE PAID FOR THAT PIPE, CLLVENT OR CONDUIT AND NO ADDITIONAL PAYMENT 94ALL BE MADE. 5. 'SHORING AD CRIBBING OR EXTRA EXCAVATION CLASS A......' LUMP SUN. THE LUMP SUM CONTRACT PRICE 94ALL BE FULL PAY FOR ALL LABOR, MATERIAS, TOOLS, AND EQUIPMENT NEEDED TO BUILD, DEWATER, PIECE RIPRAP TO PREVENT SCOUR, AND REMOVE THE 9ORINC, CRIBS. COFFERDAMS OR CAISSONS. IF THE ENGINEER REQUIRES SHORING, C RIB.i, CO TER A S, OR CAISSONS WHEN THE CONTRACT PROVIDES NO BID ITEM FOR SUCH WORK, THE DARER WILL PAY AS PROVIDED IN SECTION 1-04.4. IF THE ENGINEER REQUIRES THE CONTRACTOR TO BUILD SHORING OR CRIBS OR EXTRA EXCAVATION CLASS A THAT EXTENDS BELOW THE ELEVATION SHOW ON THE PLANS, THE OMER WILL PAY THE LLD' 9M PRICE AND NO MORE MEN THE EXTRA EXCAVATION CC" DOES NOT E%CEID THREE FEET. FOR DEPTHS GREATER THAN THEE FEET BELLOW THE ELEVATION SHOWN ON THE PLANS PAYMENT WILL BE AS PROVIDED IN SECTION 1-04.4. 6. 'CRAVE, BACKFILL(KIND).' PER TON. TIE UN)T CONTRACT PRICE PER TON FOR THE KIND AND CLASS OF GRAVEL BA.'KFILL USED 94ALL BE FULL PAY FOR ALL LABOR, MATERIAL, TOOLS, AND EQUIPMENT USED. Supplemental Specifications (Rev 02/09/87) Page 22 2-09.5 CONTINUED UNLESS OTHERWISE SPECIFIED GRAVEL BACXPILL, GRAVEL BORROW, AND BAN( RUN GRAVEL FOR TRENCH BAO(FILL SHALL REFER TO GRAVEL BASE CLASS B AS DEFINED IN SECTION 9-3.10 OF THE SUPPLEMENTAL SPECIFICATIONS. 7. -FOUDATION MATERIAL CLASS A OR CLASS 0-. PER TON. IF EXCAVATION BELOW THE ELEVATION 940 M ON THE PANS TO REMOVE ,INSTABLE, OR (NUSA&E, 09 UNSUITABLE MATERIAL IS REQUIRED BY THE ENGINEER THEN ALL LABOR, MATERIAL, AND EQUIPMENT REQUIRED TO EXCAVATE, L0AD, Ma1L, AND OISPOSE OF SUCH MATERIAL, AND TO REPLACE THE MATERIAL WITH FOUDATION MATERIAL CLASS A OR CLASS B 9WLL BE PAID IN THE 8I0 ITD( ^FOUTA%O;: MATERIAL CULSS A OR CLASS B•(SEC'ION 9••03.12(l)), PER TON AND NO ADDITIONAL PAYMENT SHALL BE MADE. 2-11 TRIMMING AND LLEAMP 2-11.3 CONSTRUCTION REQUIREMENTS (ADDITIONAL SECTION) ADO TO PARAGRAPH 1: _ 7. REMOVE TREES, SNAGS, DOWN TIMBER, UPTURNED STUMPS, LARGE RUO(S AND BOULDERS, AhM OTHER UNSIGHTLY MATTER OUTSIDE THE AREA STAKED FOR CLEARING OR GRUBBING. .. 8. THIN TREES OR BRUSH AS REWIRED BY THE ENGINEER. 9. FILL HOLES AND SMOOTH AND CONTOUR THE GROUND. '♦ 98APE THE ENDS OF CUTS AND FILLS TO FIT ADJACENT TERRAIN AND TO ENHANCE THE AREA'S APPEARANCE. Ax c„ 11. OBLITERATE ABANDONED ROADS AND RESHAPE THE AREAS TO BLEND NATURALLY WITH 9URROUDINGS. s M A M M ae M r SupCiemmrtal Specifications V (R.tv 02/09/87) Page 23 DIVISION 5 7PFACE TREATMENTS AND PAYEIENTS 5-OA ASPHALT CONCRETE PAVElEtT -04.5 PAYMENT (PARTIAL REPLACEMENT SECTION) REPLACE ITEM 10 •DRIVE NAY AS-HALT- WITH: 10. -NISCELLAEOUS AID/OR DRIVE NAY ASPHALT,- PER ON. ALL COST FOR THE ITEN 12 CRACK SEALING, 13 TDPORARY STRIPING, A 14 REMOVING TEWORARY STRIPING SHALL BE CONSIDERED INCIDENTAL TO AND INCLLDED IN THE WIT CONTRACT PRICE.OF OTHER WITS OF WORK.' 4-05 CEMENT CEl4E'E PAV04NT 5-05.03(lB) CEMENT CDNVWTE DRIVEWAYS (SIPPLEE1TAL SECTION) CONCRETE FOR DRIVEWAYS SWILL BE CLASS A(3/A) AS SPECIFIED IN SECTION 6-02.3(2). 5-05.5 PAYMENT (PARTIAL REPLACEMENT SECTION) REPLACE ITEM 7 WITH: 7.•CD4D(T CONCRETE DRIVEWAY•, PER SOIWE YARD Supplemental Sped Tlcatlpns (Rev 02/09/07) Page 24 UIViSION 6 STRLCTAES 6-11 ROCKERIES (NEW SECTION) 6-11.1 (DESCRIPTION) THE WORK DESCRIBED IN THIS SECTION, REGARDLESS OF THE TYPE OF MATERIALS , I ENCDANTEREDNCLLOES THE EXCAVATION AND SWIPING (IF THE CUT OR FILL SLOPES AND FiANI9HIMG AND CONSTRUCTING ED.ROCKERIES/ROCK RETAINING WALL MERE SHOWN ON THE PANS OR WHERE DIRECTED BY THE ENGINEER. 6-11.2 MATERIALS ROCK WALLS SHALL BE FORMED OF LARGER PIECES OF QUARRIED BASALT, ANCESITE OR OTHER IGEOUS ROCK. INDIVIDUAL PIECES OF ROC( SHALL BE SMM AND RESISTANT TO WEATHERING. MEN EAO(EN INTO PIECES WEIGHING 50 TO 1" Q`W S AND TESTED FOR SOURNESS WITH SODILM S A.FATE IN ACCORDANCE WITH AASHTO T104, THE LOSS TMOIXSN A ONE-INCH SIEVE AFTER 6 CYCLES SHALL NOT DARED 55X BY WEIGHT. THE ROC( MATERIAL BALL BE AS NEARLY RECTANULAR AS POSSIBLE SO AS TO AFFORD THE MINTUN AMONT OF VOID SPACE BETWEEN THE BLOCKS. ND STONE SMALL BE USED WHICH DOES NUT EXTEND TE WALL. THE ROCK MATERIAL SELL BE HARD, SOLID, OAABLE AND FREE FROM WEATHERED PORTIONS, SEANS, CRACKS AND OTHER DEFECTS. THE ROCK DENSITY SHALL BE A MINIMUM OF 160 PO1WS PER CLABIC FOOT. THE SOLACE OF SIAPLy AND REPRESENTATIVE SIMPLES OF THE MATERIAL SHALL BE APPROVED BY THE ENGINEER BEFORE DELIVERY TO THE SITE. THE ROCK WALLS STALL BE C0ISTRLCTED OF ONE-MAN ROCKS, (85 TO 500 PONDS) EACH 10" IRO ITS LEAST DIMENSION; TWO-MAN ROCKS, (500 TO 600 POURS) EACH 13- IN ITS LEAST DIMENSION; THREE-MAN ROCKS (8OC TO 1,200 POADS) EACH 16" IN ITS LEAST DIENSION; FDA-MN ROCKS (1,500 TO 2,200 POURS) EACH 18" IN ITS LEAST DIMENSION. THE ROCKS SMALL RANGE LNIFOR LY IN SIZE FOR EACH CLASSIFICATION SPECIFIES. THE FOLA-MAN ROCKS SHALL ONLY BE USED FOR THE FIRST CDASE OF RUCK IN WALLS OVER 6 FEET HEIGHT. ' 6_-11.3 (CJI(S CTI.IN REpUIFZENTS) M THE ROCK ULOADING, AT THE SITE WILL BE DOME IN SUCH A MANNER AS TO SEGREGATE THE ROCK BY THE SIZE r . RANGES INDICATED IN THE PRECEDING PARAGOHH. nN THE WALLS 94ALL BE STARTED BY EXCAVATING A TRENCH, NOT LESS THAN 6 INCHES ES OR MORE THAN ONE FOOT 1N DEPTH BELOW SUBGRADE IN EXCAVATION SECTIONS, OR NOT LESS THAN 6 INCHES OR MORE THAN ONE FOOT IN DEPTH BELOW THE EXISTING CFOUD LEVEL IN EME*60ENT SECTIONS. AREAS ON WHICH THE RONERY IS TO BE N• PLACED SHALL BE TRIMMED AND DRESSED TO CONFOkH TO TE ELEVATION OR SLOPE INDICATED. THE ROCK WALL COLSTRLCTION 94ALL START AS SOON AS POSSIBLE LPON THE COPLETION OF THE CUT OR FILL SECTION. Fa ROCK SELECTION AND PLACEMENT SHALL BE SUCH THAT THERE WILL BE NO OPEN VOIDS IN THE EXPOSED FACE OF THE WALL OVER 6 INCES ACROSS IN ANY DIRECTION. THE ROCS SHALL BE PLACED AND KEYED TOGETHER WITH A MINIMUM OF VOIDS. PARTICLIAR ATTENTION SHALL BE GIVEN TO THE PLACING AND KEYING TOGETHER OF THE FINAL CDASE OF ALL ROCKERIES. THE FINAL COURSE SHALL HAVE A CONTINIDUS APPEARANCE AND RE PLACED rY TO MINIMIZE EROSION OF THE ;BACKFILL MATERIAL. THE LARGER ROCKS BALL BE RACED AT THE BASE OF THE ROCKERY SO THAT THE WALL WILL BE STABLE AND WIVE A STARE APPEARANCE. THE ROCKS SHALL BE CAREFL.LLY RACED BY MECWWICAL EQUIPMENT AND IN A MNI R SWH THAT NE LONGITLAINAL AXIS I' THE ROCK 94ALL BE NO AT RIGHT ANGLES OR RERPEIDICLLAR TO THE ROCKERY FACE. THE ROCKS BALL WAVE ALL INCLINING FACES SLOPING TO THE BACK OF THE ROCKERY. EACH ROW OF ROCKS WILL BE SEATED AS TIGHTLY AND EVENLY AS POSSIBLE L.N THE ROC( BELOW IN SUCH A KNaER THAT THERE WILL BE NO MOVEMENT BETWEEN THE TWO. AFTER H+ SupplM til Speciflcstlms N., (Rov 02/09/87) Pne 25 6-11.3 CONTIMJEC SETTING A GOINLSE OF ROD(, ALL VOIDS BETWEEN THE ROOKS SHALL BE CHINKED ON THE BACK WITH QUw RY RDLK TO ELIMIi TE ANY VOID EFFICIENT TO PASS A 2 INCH SQUARE PROBE. 6-11.3.1 ROCKERY BACKFILL THE WALL BACKFILL SHALL CONSIST OF 1-1/2 INCH MINUS CRUSHED ROCK OR GRAVEL CONFORMING TO SECTION 9- 03.9(3). THIS MATERIAL WILL BE PLACED TO AN 8 INCH MINIML14 THICKNESS BETWEEN TIE ENTIRE MALL AND THE CUT OR FILL MATERIAL. THE BACKFILL MATERIAL WILL BE PLACED IN LIFTS TO ION ELEVATION APPROXIMATELY 6 INCHES BELOW THE COURSE OF ROCKS RRCIM. THE 8AJKFILL WILL BE RACED AFTER EACH COUIM OF ROCKS. ANY BAXFILL MATERIAL ON THE WMING SURFACE OF THE ROD( COURSE WILL BE REMOVED BEFORE SETTING THE NEXT COURSE. 6-11.3.2 DRAIN PIPE A A INCH DIAMETER PERFORATED PVC PIPE 94ALL BE RACED AS A FOOTING DRAIN BEHIND THE ROC(ERRIES AS SOON IN THE STANDARD KNtS, AD '3MECTED TO THE STOW DRAINAGE SYSTEM WFQUE SOWN. 6-11.3.3 REJECTION OF MATERIAL THE INSPECTOR WILL HAVE THE AUTHORITY M REJECT ANY DEFECTIVE MATERIAL AND TO SUSPEND ANY WORK THAT IS BEING IMPROPERLY DONE, S RZ T TO THE FINAL DECISION OF THE ENGINEER. ALL REJECTED MATERIAL WILL BE REMOVED FROM THE CONSTRICTION SITE AND ANY REJECTED WORK SHALL BE REPAIRED OR REPLACED AT NO ADDITIONAL LOST TO THE OWNER. 6-11.A NE0.54RDENT MEASUREMENT OF THE FINISHED ROC( WALL FOR PAYMENT WILL BE MADE FROM THE FOOTING CRATE TO THE TOP OF THE WALL AND ROUNDED TO THE IEAREST SQUARE YARD. 6-11.5 PAMENT PAYMENT WILL BE MADE UNDER THE ITEM 'ROCK RETAINING WALL", PER SQUARE YARD, THE WIT PRICE PER SAME YARD SHALL BE FULL CCFENSATION FDA THE ROCKERY/ROCK RETAINING WALL IN PLACE AND SHALL INCLUDE ALL WON(, MATERIALS, AM EQUIPMENT REWIRED TO COMPLETE THE INSTALLATION. swpla tal Speci Tlcatims (Rev 02/09/87) Page 26 DIVISION 7 ORAINA/E STRUCTURES, STORM SEWERS, SANITARY SEWERS, WATER HUMS, MD CONDUITS 7-01 [-Ay.NS 7-01.4 MEASUREMENT (ADDITIONAL SECT'.N) ADD % " AGAARH 2: AfN THE CONTRACT DOES NOT 1:0UPE 'STRUCTURE EX2AVATION CLASS B' AND 'STRUCTURE EXCAVATION (LASS 0 ING O ING HAUL' AS A 'NAY ITEM ALL COSTS ASSOCIATED WITH THESE ITEM SHALL BE INCLUDED IN OTTER CONTRACT PAY ITEM.• 7-02 CULVERTS 7-02.2 MATERIALS (ADDITIONAL SECTION) ADD TO PARAGRAPH ): PIC PIPE ...................... 9-05.12 �4 PVC PIPE: WHERE RAIN OR REIKOG£D CONCRETE, STEEL, OR ALL14INLM ARE REFERRED TO IN SECTION 7-02 WIN IT SHALL BE UK)ERSTOCO THAT REFERENCE IS ALSO MADE TO PVC. 1 U.A 7-02.3(1)C PLACING PVC PIPE (ACOItIONAL SECTION IN THE TRENCH, PREPARED AS SPECIFIED IN SECTION 7-02.3(1) PVC PIPE SMALL RE LAID BECIN AT THE �w LOWER END, WITH THE BELL END LyOIADE. PEA GRAVEL WILL BE USED AS THE BEDDING MATERIAL wD EXTEND FROM 6" BELOW THE BOTTOM CO THE PIPE TO 6• ABOVE THE TOP OF THE PIPE. MEN IT 15 NECESSARY TO a fHa CONNECT TO A STRUCTURE WITH A NUDGED JOINT A RUNS GPSKETED COMTE COLLAR WILL BE USED AT THE POINT OF CONECTION. 7-02.4 MEASUREMENT (PARTIAL REPLACEMENT SECTION) DELETE LAST PARAGRAPH 7-02.5 PAYMENT (PARTIAL REPLACE ENT SECTION) DELETE ITEM 1 THROUGH! 20 AND REPLACE WITH: 'S. 1. • Store drain pipe per L.F. F, . 2 —" . " • Corrugated Steel Afch Pipe per L.F. ;. ,:.. .. 3. ` x •—" Corrugated Aluolnu Arch Pipe per L.F. A. "E; rrete Class C. per C.Y. 5. • Disacfsr Flared Ertl Section Per Ea. DELETE PARAGRAPHS 5 a 7 7-03 STRUCTURAL PLATE PIPE, PIPE ARCH ARCH, AND UNDERPASS 7-03.4 1E L REM NT (PARTIAL REPLACEMENT SECTION) Paragraph 5: REPLACE. •SECTION 2-09.4" WITH "SECTIOt 2-09.5- Supple ntal Specifications (Rev 02/09187) Page 27 H T 7-03.5 PAYMENT (PAR' AL MTAACErENT SECTION) DELETE ITEMS 11, 12 an0 13 NEPLACE LAST PARAGRAPH WITH: THE WIT CONTRACT PRICE FOR GRAVEL BAC FILL FOR FaJNOATIONS CLAS' ❑ OR CLASS B %ALL BE PAID IN ACCORDANCE WITH SECTION 2-09. 7-04 STUN SEWER 744.2 MATERIALS (SUPPLEMENTAL SECTION) ADD: PVC SEWER PIPE ........................ 9-05.1- 7-D4.3(1)B PIPE. BEDDING (SUPPLE)1 NTAL SECTION) ADD: PIPE BEDDING FOR PVC SEWER PIPE SMALL CONSIST OF PEA GRAVEL. IT SMALL BE PLACED TO A DEPTH OF 6. OYU AND 6• UNDER 1HE EXTERIOR W4LL5 OF THE PIPE. 744.3(2)A SURVEY LINE AID GRADE (PARTIAL REPLACEMENT SECTION) .H REPLA-F PARAGRAPH 1: WITH: SURVEY LINE AND MADE WILL BE PROVIDED S'. THE ENGINEER OR CONTRACTOR IN A MINER CONSISTENT WITH ACCEPTED PRACTICES AND THESE SPECIFICATIONS. 7-04,3(3) MWILLING ST(TM SEWER TRENCHES (SUPPLEMENTAL SECTION) ADD TO PAR^W6-1 3: PVC PIPE SHALL BE BEDDED ANC ACXFILLED WITH PEA GRAVEL IN ACCORDANCE WITH 7-04.3(1)8 PRIOR TO BAONFILLIN: THE REMAINDER OF THE TRENCH, ADO: MEASUREMENT OF BAN( RUN GRAVEL FOR TRENCH BAC(FILL WILL EK BY THE TON, IN ACCOROANCL WITH SECTION 1-09.1, OR BY THE CALCULATION OF MEAT LINES BASED ON MAXIMUM TRENCH WIDTH PER SECTION 2- 09.4 USING A CONVERSION FACTOR OF 1.5 TONS PER CUBIC YARD, WHICHEVER IS LESS. 7-04.4 MEA.6;REN.ENT (PARTIAL REPLACEMENT SECTION) REPLACE r :.DIGRAPH 4 '�'THH: EXCAVATION OF THE STORM SEWER TRENCH WILL BE MEASURED AS STRUCTURE EXCAVATION CLASS 8 OR STRUCTURE EXCAVATION CLASS B INCLUDING MAUL, AS SPECIFIED IN SECTION 2.09. 7-04.5 PAYMENT (PARTIAL REPLACEMENT SECTION) DELETE ITEMS 1 TNg1(N 8 AND REPLACE WITH: 1. • Stom seer pipe, per L.F. 2. C;;4rete Class C, per C.Y. WHEN NO 8I0 ITEM 'GRAVEL BAOffILL FOR PIPE BEDDING" IS INCLUDED IN THE SCHEDULE OF PRICES, PIPE BEDDING, AS SHAM IN THE STANDARD PLANS, 94ALL BE CONSIDERED INCIDENTAL TO THE PIPE AND NO ADDITIONAL PAYMENT SMALL BE MADE. REPLACE PARAGRAPH 3 WITH: TESTING OF STORM SEWER PIPE IF REVIREC N THE ENGINEFR SMALL BE CONSIDERED INZIDEN- TO AND INCI.4DED IN THE UNIT CONTRACT PRICES F-? OTHER ITEMS. Supplemental Speol• at,ons (Rev 02/09/B7) Page 28 M 7-05 WWM0.ES, CRATE INLETS, DROP INLETS, AND CATCH BASINS 7-05.7(1) ADJUSTING MIWgLES AND CATCH BASINS TO GRADE (gpPLEMENTAL SECTION) ADO: IN UNPAVED STREETS: MANHOLES, CATCH BASINS AND SIMILAR STRUCTLNES IN AREAS TO BE AFFACEO WITH CRUSHED ROC( OR GRAVEL SMALL BE CONSTRUCTED TO A POIN' APPROXI WTELY EIO+T INCHES BELOW THE SUBCRADE AND COVERED WITH A TEMPORARY WOOD COVER. EXISTING MW V.ES 94ALL BE CUT OFF ANO COVERED IN A SIMILAR MANNER. THE CONTRACTOR 91ALL CAREFULLY REFERENCE EACH MANGLE SO THAT THEY WAY BE EASILY FOUW UPON COMPLETION OF THE STREET WORK. AFTER PLACIM r,E GRAVEL OR CRUSHED SIDHE SURFACING, THE MANGLES AND MANHOLE CASTINGS SMALL BE CONSTRUCTED ,0 THE FINI9ED CRATE OF THE ROADWAY SURFACE. EXCAVATION NECESSARY FOR BRINGING MR44OLES TO LAADE SMALL CENTER ABOUT THE MANHOLE AND BE HELD TO THE MINIMUM AREA NECESSARY. AT THE COMPLETION OF THE KINDLE ADJUSTMENT. THE VOID WOM THE MAN CLt 94OLL BE BAC(FILLED KITH MATERIALS *aCH RESULT IN THE SECTION REQUIRED ON THE TYPICAL ROAD WAY SECTION, AND BE THOROUGHLY COMPACTED. MEAT. BITUMINOUS SURFACE TREATMENT IS TO BE PLACED, THE MNOLE CASTINGS SMALL BE INSTALLED FROM 1/2 INCH " ONE INCHM HIDER THAN THE ROA'WCAY SURFACE, AS THE ENGINEER IIAY DIRECT. IN CEMENT CONCRETE PAVEENT: MMHOLES, CATCH BASINS AHD SIMILAR STRU'TURES SMALL BE CONSTRUCTE. AND ADJUSTED IN THE SAME MANNER AS OUTLINED ABOVE EXCEPT THAT THE FINAL ADJUSTMENT SMALL BE MADE AND ^AST IRON FRAME BE SET AFTER FORMS HAYE BEEN PLACED AND CHECKED. IN PLACING THE CO(RETE PAVEMENT, EXTRE:E CURE SMALL BE TAKEN NOT TO ALTER THE POSITION OF THE CASTING IN ANY WAY. IN ASPHALT CONCRETE PAVEMENT: MANHOLES SMALL NOT BE ADJUSTED UNTIL THE PAVEMENT IS COMPLETED, AT WHICH TIME THE CENTER OF EACH KNHDLE SKILL BE CAREFULLY RELOCATED FROM REFERENCES PREVIOUSLY ESTABLISHED BY THE CONTRACTOR. THE PAVEMENT SMALL BE CUT IN A RESTRICTED AREA AND BASE MATERIAL BE REMOVED TO PERM REMOVAL OF THE COVER. THE MANHOLE 94ALL THEN BE BROUGHT TO PROPER GRADE UTILIZING THE SAME METHODS OF CONSTRUCTION AS FOR THE MANHOLE ITSELF. THE CAST IRON FRAK SMALL BE PLACED OM THE CONCRETE BLOCKS AND WEDGED UP TO THE DESIRED GRADE. THE ASPHALT CONCRETE PAVEMENT BALL BE CUT AND REMOVED TO A MEAT CIRCLE, THE DIAETER OF WHICH SMALL BE EQUAL TO THE OUTSIDE DIAETER OF THE CAST IRON FRAE PLUS TWO FEET. THE BASE MATERIALS AND CAUSED ROCK SMALL BE RDCVED AND CLASS B(J/A) CONCRETE SHALL BE PLACED SO THAT R THE ENTIRE VOLUAE OF THE EXCAVATION IS REPLACED LP TO WI-,'KIN BUT NOT TO EXCEED 1 1/2 INCES OF THE FINISHED PAVEMENT SURFACE. OM THE FOLLOWING DAY THE CONCRETE, THE EDGE OF THE ASPHALT CONCRETE PAVEMENT, AND THE OUTER MM OF THE CASTING SHILL BE PAINTED WITH HOT ASPHALT CEMENT. ASPHALT CONCRETE SMALL THEN BE PACED AND COMPACTED WITH HAND TAPERS AND A PATCHING ROLLER. ASPHALT CONCRETE WILL BE PAID OR AS • ASPHALT M:. ACTE PAVEENT, CLPSS B INC UDIN: PAVING ASPHALT PER TOM. THE COPLF-E PATCH SMALL MATCH THE EXISTING PAVED SURFACE FOR TEXTURE, T DENSITY, A0 LNIFG+NITY OF GRADE. THE JOINT BETWEEN THE PATCH AND THE EXISTING PAVEMEHT SHALL THEN BE CAREFULLY PAINTED WITH HOT ASPHALT CEMENT OR ASPHALT EMULSION AND SMALL BE IMMEDIATELY COVERED WITH DRY PAVING SAND BEFORE THE ASPHALT CEMENT SOLIDIFIES. THE INSIDE THROAT OF THE MANHOLE SHALL BE THOROIGLY MORTARED AND PLASTERED. AD.MUSTMENT OF INLETS: THE FINAL A TOr1ENT AND GRADE OF CAST IRON FRAES FOR NEW AND CAD INLETS 10 BE ADJUSTED TO GRADE WILL BE ESTABLI9ED FROM THE FORMS OR ADJACENT PAVEMENT SURFACES. THE a FINAL ADJUSTMENT OF THE TOP OF THE INLET WILL BE PERFORMED IN SIMILAR MAKER TO THE ABOVE FOR MANHOLES. ON ASPHALT CONCRETE PAVING PROJECTS USING CRB AND OITTFR SECTION, THAT PORTION OF THE CAST IRON FRAME NOT 04BEDDED IN THE GLITTER SECTION SMALL BE SOLIDLY EMBEDDED IN CONCRETE -T ALSO. THE CONCRETE SMALL EXTEND A MINIMUM OF SIX IN1ES BEYOND THE EDR'E OF THE CASTING AND SHALL BE LET 1 1/2 INCES BELOW THE TOP OF THE FRANC SO THAT THE WEA LNG COURSE OF ASPHALT CONCRETE PAVEMENT WILL BUTT THE CAST IRON FRAME. THE EXISTING CONCRETE PAVEMENT AND EDGE OF THE CASTING SMALL BE PAINTED WITH HOT ASPHALT CEMENT. ADJUSTMENTS IN THE INLET STRUCTURE 94ALL n BE CONSTRUCTED IN THE SAME MANNER AND OF THE SAW MATERIAL :S THAT REQUIFMED FOR NEW INLETS. Swple tal Specifications "ev 02/09/87) Page 29 7-05.3(1) CONTINAED THE INSIDE OF rHE INLETS SHALL BE MORTARED AD PLASTERED. MONAENTS AND CAST IRON FRAME AND COVER: MONAHENTS AMO NERAENT CASTINGS s1ALL BE ADJUSTED TO TRACE 1N THE SAME MANNER AS FOR MANHOLES. VALVE BOX CASTINGS: ADJUSTMENTS OF VALVE BOX CASTINGS SHALL BE MADE IN THE SAME MA,#&R AS FOR MANHOLES. 7 OS 3(2) OGNECTION TO EXISTING LINE. CATCH BASIN CURB INLET OR !WM (HEW SECTION) WERE 94O N ON THE PLANS, NEW DRAIN PIPES SHALL BE CONECTED TO EXISTING LINE, CATCH BASIN, CURB INLETS AND/OR M00410.ES. THE CONTRACTOR 94ALL BE REQUIRED TO COPE DRILL INTO THE STRUCTURE, 90PE THE HEW PIPE TO FIT AMO REOIOUT THE OPENING IN A WORIOWLIKE MWaEER. WHERE DIRECTED BY THE ENGINEER OR MERE 9DMN DN TIE PLANS, ADDITIONAL STRUCTURE CWW0ELING WILL BE REQUIRED. A 'CD0ECTION TO EXISTING' ITEM WILL E ALLOWED AT ArT CM4ECTION OF A NEW LINE TO AN EXISTING SMETIIE, OR THE COEECIION OF AN EXISTING LINE TO A NEW STRICTURE. ND -CONNECTION TO EXISTING" WILL E KCEPTED AT LOCATION OF NEW INSTALLATION, RELOCATION AND ADJUSTMENT OF LINE MAeDLES, CATCH BASINS OR CURB INLETS. IHE UNIT BID PRILt PER EACH SHALL E FILL COMPENSATION FOR ALL LABOR, MATERIALS AND EQUIPMENT REQUIRED. 7-05.A NE.ASIAEMENT (PARTIAL REPLACEMENT ,FCTION) REPLACE PAL`.,.RAPH 1 WITH: NaNND_ES AND CATCH BASINS WILL BE MEASURED PER EACH FOR THE FIRST 10• AS MEAs1.lRL FROM FINISHED RIM ELEVATION TO THE IN1,17RT OF THE LOWEST OUTLET PIPE. ALL DEPTH TREATER THM 10• WILL E PAID AS EXTRA DEPTH NWUHO-ES ', OR EXTRA DEPTH CATCH BASINS, MOPE •i PER VERTICAL FOOT . REPLACE PARAGRAPH A: %ITN: STRUCTURE EXCAVATION CLASS B AND STRUCTURE. EXCAVATION MSS B, INLtIDING HALL WILL E MEASURED AS SPECIFIED IN SECTION 2-09. 7-05 5 PAYMENT (PARTIAL aEPLACEMENT SECTION) DELETE ITEMS 1 THRI," 10 AND REPLACE WITH: 1. -Standar0 MWV01e5_, Per each Wrol 2. 'Extra Depth Ncs_ , per V.F. 3. 'Catch Basin Type_,_', per each a. 'Catch Basin Type_,_', Without catch, per eat.. 5. 'Extra Depth Catch Basin_", per V.F. ch 6. 'Adjust No I '.e', Per ea 7. 'Adjust Catch basin-, per each 8. 'Adjust Valves', per each 9. 'Adjust MprxAWents', Pe: each Ia. -Connection to Existing', per each DELETE PARAGRAPH A Supplemental SpeCiflcations (Rev 02/09/87) Page 30 7-09 PIPE AND FITTINGS FOR WATER MAINS 7-09.2 MATERIALS (PARTIAL REPLACEMENT SECTION) .W .SCE PARAGRAPH 1 WITH: MATERIALS SHALL MEET THE REGUIREIEMS OF THE FOLLOWING SECTIONS: Pipe ............................. 9-30.1 Ductile Iron Pipe ................ 9-30.1A Fitting .......................... 9-30.2 Ductile Iron Pipe ................ 9-30.2A P1aatLC F'la wrap ................ 9-30.8 Tracer Tape ...................... 9-30.9 I-10 TRENCH EXCAVATION, BEDDING, AND BACKFILL FOR WATER MAIMS 7-10.3(07)8 EXTRA EXCAVATION (PARTIAL REPLACEMENT SECTION) REPLACE PARAGRAPH 4 WITH: MEASUREMENT OF 'BAN( RUN GRAVEL FOR TRENCH BAC$TILL' MILL BE BY THE TON. 7-10.4(04) BANK RUN (RAVEL FOR TRENCH BALI(FILL (REPLACEMENT SECTION) MEASUREMENT OF BMW( RUN (RAVEL FOR TRENCH BAOffILL WILL BE BY THE TON, IN ACCORDANCE WITH SECTION 1- 09.1, OR BY THE CALCULATION OF HEAT LINES BASED ON MAXIMUM TRENCH WIDTH PER SECTION 2-09.4 USING A CONVERSION FACTOR OF 1.5 TON' PER CUBIC YARD, WHICHEVER IS LESS 7-30.5(02) REMOVAL AND REPLACEMENT OF EXTRA EXCAVATION (PART.IAL REPLACEMENT SECTION) - DELETE 7-10.5(03) REMOVAL AND REPLACEMENT KF UNSUITABLE MATERIAL RPAATIAL REPLACEMENT SECTION) REPLACE PARAGRAPH 1 WITH: PAYMENT FOR 'REMOVAL AND REPLACEMENT (F UNSUITABLE MATERIAL' WILL BE CONSIDERED IN,_.,XNTAL TO H , OTHER 8I0 ITEMS AND NO FURTHER COMPENSATION WILL BE MADE. H4 7-10.5(04) SAW RUN GRAVEL FOR TRENCH DACKFILL (PARTIAL REPLACEMENT SECTION) ' REPLACE PARAGRAPH 1 WITH- eN PAYMENT WILL BE MADE AT THE UNIT CONTRACT PRICE PER TON FOR 'BAN( RUN GRAVEL FOR TRENCH BACXFILL' WHICH PRICE 94ALL BE FULL COPENSATION FOR EXCAVA-ING, FURNISHING, HAULING, PLACING AND COPACTING THE MATERIAL IN THE TRENCH. ALSO INCLUDED IN THE UNIT CONTRACT PRICE IS THE W WASTING OF EXCESS AND UNUSABLE MATERIAL EXCAVATED FROM THE T:NETCM. 7-30.5(05) FOUNDATION MATERIAL (AOOITIOAL SECTION) No PAYMENT WILL BE MADE AT THE UNIT CONTRACT PRICE PER TON FOR 'FOUNDATION MATERIAL.' WHICH PRICE SHALL BE FILL COPENSATION FOR EXCAVATING AND DISPOSING OF THE tNSIJITABLE MATERIAL AND REPLACING WITH THE APPROPRIATE FZMATION MATERIAL PER SECTION 9-30.78(1) MaE 7-11 PIP `6TALLATION FOR WATER MAIMS w 7-11.3(06) LAYIN;. DUCTILE IRON PIPE WITH POLYETHYLENE ENCASEMENT (SUPPLEMENTAL SECTION) THE POLYETHYLENE ENCASEMENT SiALL ALSO BE INSTALLED ON ALL APPLRTENAM'.ES, SUCH AS PIPE LATERALS, COIRINGS, FITTINGS, AND VALVES, IN ACCORDANCE WITH SECTION 4-5 OF ANSI 21.3 OR AWWA C105. Supplemental SPetiflCetionS (`ev 02/09/87) Page 31 7-11.0(09)A CONNECTION TO EXISTING MAIMS (REPLACEMENT SECTION) IWHEN NOT STATED OTHERWISE IN THE SPECIAL PROVISIONS OR ON THE PLANS ALL CONNECTIONS TO EXISTING WHIMS 94ALL BE MADE BY CITY FORCES AS PROVIDED BELOW: CONTRACTOR INSTALLED CONNECTIONS: CONECTIONS TO THE EXISTING WATER MAIN SMALL NOT BE MADE WITHOUT FIRST MAKING THE NECESSARY ARRANGEMENTS WITH THE EH.Y;IN.'EER IN ADVANCE. WORK SHALL NOT BE STARTED UNITIL ALL THE MATERIALS, EQAIPENT, APD LABOR NECESSARY TO PROPERLY COMPLETE THE MURK ARE ASSEMBLED ON THE SITE. .. EXISTING WATER WINS SHALL BE CUT BY THE CONTRACTOR. THE CONTRACTOR 94ALL REMOVE THE PORTIONS OF PIPE TO PROVIDE FOR THE INSTALLATION OF THE REQUIRED FITTINGS AT THE POINTS OF CONNECION. ALL DAMAGE CAUSED BY THE CONTRACTOR'S OPERATIONS TO EXISTING JOINTS IN PIPING TO REMAIN IN- SEfRVICE SHILL BE REPAIRED BY THE CONTRACTOR AT NO ADDITIONAL COST TO THE STATE. THE CONTRACTOR SHALL DETERMINE THE EXACT LENGTH OF EXISTING WATER WAIN THAT MUST BE REMOVED. THE PIPE ENDS 94ALL BE BEVELLED TO PREVENT DAMAGE TD THE TRANSITION COUPLING GASKET DURING INSTALLATION OF THE COUPLING. THE EXTERIOR OF THE EXISTING PIPE ENO SMALL BE CLEANED TO A SOUND, SMOOTH FINISH BEFORE INSTALLATICY. OF THE CORING. TRANSITION CODLINGS SMALL BE INSTALLED BY THE CONTRACTOR AND 9ALL BE PROVIDED WITH A PLASTIC FILM WRAP. THE PLASTIC FILM WRAP 94ALL BE WRAPPED LOOSELY AROUO THE PIPE, FITTINGS, AND COUPLINGS, AND SECURED WITH 2-INCH WIDE POLYETHYLENE ADHESIVE TAPE. PIPELINES IN WHICH ME COPL1 GS ARE INSTALLED 91ALL BE WRAPPED A MINIMA OF 3 FEET ON EACH SIDE OF THE CODLING. ALL JOINTS OR SEAMS IN THE PLASTIC FILM WRAP BALL BE MADE USING THE 2-INCH WIDE POLYETHYLENE ADHESIVE TAPE. 71E PLAS 1' FILM WRAP NEED NOT BE WATERTIGHT, BUT NO PART OF THE PIPE OR CODLING SWILL BE EXPOSED TO THE BACITILI. CARE BALL BE EXERCISED DURING BAC FILLING TO PREVENT THE PLASTIC FILM WRAP FROM BEING PUNCTURED OR OTERWISE DAMAGED. PLASTIC FILM WRAP AND ITS INSTALLATION 94ALL ,ARDOR TO NO NA C105 EXCEPT AS MODIFIED HEREIN. MEN WOK IS (WCE SIARTFD ON A CONECTION, IT 94ALL PROCEED CONTINUOSLY WITHOUT INTERRUPTION, AND AS RAAPIDLY AS POSSIBLE UNTIL COMPLETED. NO SHUT-OFF OF MAINS WILL B: PERMITTED OVERNIGHT OR OVER WEEKENDS OR ON HOLIDAYS. IF THE CONECTION TO THE EXISTING SYSTEM INVOLVES TURNING 3FF THE WATER, THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING THE RESIDENTS AFFECTED BY THE %W-OFF. THE ENGINEER W]'L AOVISE WHICH PROPERTY OWNERS ARE TO BE NOTIFIED. THE CONTRACTOR WAY FIE RFQUIRED TO PEW" THE CO+ECTION OURING TIMES OTHER IN" NORMAL ■ORHIN HOURS. THE CONTRACTOR SHALL NOT ORATE ANY VALVES ON THE EXISTING SYSTEM. WATER SYSTEM PERSONNEL WILL OPERATE ALL VALVES ON THE EXISTING SYS FOR THE CONTRACTOR MEN REQUIRED. NO WORK SHALL BE PEPFOFSED ON THE COaECTIONS UNLESS A REPRESENTATIVE AF THE WATER DEPARTMENT IS PRESENT TO INSPECT THE WORK. THE TYPES OF CONECTIONS ARE VARIED AND S=STED PIPING ARRANGEMENT` HAVE BEEN SHOWN IN THE PINS. FOR THE INSTALLATION OF THESE CONECTIONS, THE SURFACED PO±'iON OF THE ROADWAY 9ALL NOT BE PENETRATED RNLESS THE CONECTIOG POINT IS DIRECTLY DOER IT. FOR CONECTION BY ANY OTHER METHOD, THE CONTRACTOR SHLL rIRNISH A DETAILED SKETCH fJR APPROVAL NOT LESS THAN TWO WEEKS PRIOR TO THE FJPECTED CONSTRUCTION. CIT N INSTALLED CONNECTIONS: CONECTIONS TO EXISTING PIPING AND TIE-INS APE INDICATED ON THE DRAWINGS. THE CONTRACTOR MUST VERIFY ALL EXISTING PIPING, DIMENSIONS, AND F=VAT:ONS TO ASSNE PROPER FIT. CONNECTIONS TO THE EXISTING WATER WAIN 94ALL NOT BE MADE WITHOUT FIRST MAKING THE NECESSARY ARRANGEMENTS WITH THE ENGINEER IN ADVANCE. WORK SHALL NOT BE STARTED UNTIL ALL THE MATERIALS, EQUIPMENT APO LABOR NECESSARY TO PROPEP v COMPLETE THE WORK ARE ASSEMBLED ON THE SITE. Supplemental S'. -ITlcatlms (Rev 02/09/87) Page 32 7-11.3(09)A CONTINUED THE CONTRACTOR $HALL PROVIDE ALL MATERIALS NECESSARY TO INSTALL ALL CONECTIONS AS INDICATED ON THE CONSTRUCTION DRAWINGS. THE CONTRACTOR SHALL PERFORM THE EXCAVATION, REDOING, AND BACKFILL, AND PROVIDE CONCRETE BLOCKING FOR THE CONECTIONS TO EXISTING MAINS. THE CITY WILL Aft THE EXISTING NAIN AND ASSEMBLE ALL MATERIALS. MEN THE CITY MINES THE COaECTIONS TO THE EXISTING SYSTEM ALL LABOR, MATERIALS, AND EQUIPMENT REWIRED OF THE CONTRACTOR SHALL FE CONSIDERED INCIDENTAL AND ALL RELATED COSTS SOLLD BE INCLUDED IN OTHER ITE..S OF WORK. 7-11.3(11) HYDROSTATIC PRES_•RE TEST (REPLACp4Q1T SECTION) ALL WATER MAINS AND APPLRTEHANC'S SHALL BE TESTES UNDER A HYDROSTATIC PRESSURE �AUAL TO 150 PSI IN EXCESS OF THAT UtW WHICH THEY YILL OPERATE. IN NO CASE SHL.L . TEST PRESSURE BE LESS THAN 200 PSI. ALL PUPS, GAUSS, PLUS, :ADDLES, CORPORATIWM STOPS, MISCu LA SOUS HOSE AND PIPING, AND OT ES EWIPMENT NECESSARY FOR PERrOfMING THE TEST SHALL BE FU NIM .VD OPERATES BY THE CONTRACTOR, THE PIPELINE TRENCH :HALL BE BACWILLED SUFFICIENTLY TO PREVENT MOVEENT OF THE PIPE UNDER PRESSURE. ALL THRUST BLMV- SHALL BE IN PLACE AND SUFFICIENTLY CUED TO REACH DESIGN STRENGTH BEFORE TESTING. WHERE PEbWFNT BLOCKING IS NOT REQUIRED. THE CONTRACTOR BALL FURNISH AND INSTALL TEMPORARY BLOCKING AND TEMOVE IT AFTER TESTING. THE MAINS 94ALL BE FILLED WITH WA,ER AND ALLOWED TO STAR UNDER PRESSURE FOR A MINIMUM OF 24 HORS TO ALLOW THE ESCAPE OF AIR 'LD/CA ALLOW THE LINING OF THE PIPE TO ABSORB WATER. THE OWNER WILL FURNISH THE WATER NECESSARY TO FILL THE PIPELINES FOR TESTING PURPOSES AT A TIME OF DAY WHEN SIFFICIEM QUANTITIES OF WATER ARE AVAILABLE FOR NORMAL SYSTEM OPERATION. A HYDRANT METER AND A BACKFLOW PREVENTION DEVICE WILL BE USED MEN DRAWING WATER FROM THE CITY SYSTEM. THESE MAY BE OBTAINED FROM THE CITY BY COMPLETING THE REWIRED FORMS AND MAKING REQUIRED SECURITY DEPOSITS. THERE MILL BE NO CHARGE FOR THE WATER USED. GAUGES USED IN THE TEST MAY ae REQUIRED TO BE CERTIFIED FOR ACCURACY AT A LABORATORY BY THE OWNER. A VISIBLE LEAKAGE DETECTED SHALL BE CORRECTED BY THE CONTRACTOR TO THE SATISFACTION OF THE OWNER REGARDLESS OF THE ALLOWABLE LEAKAGE SPECIFIED ABOVE. 9AXULD THE TEST SECTION FAIL TO MEET THE PRESSURE TEST ACCESSFU.LY AS SPECIFIED, THE CONTRACTOR SHALL, AT HIS OWN EXPENSE, LOCATE ANC REPAIR THE DEFECTS AND THEN RETEST THE PIPELINE. ALL TESTS SHALL BE WOE WITH THE HYOUI:T AUXILIARY GATE VALVES OPEN AND PRESSURE AGAINST THE HYDRANT VALVE. AFTER THE TLST HAS MEN COMPLETED. EACH GATE VALVE BALL BE --STEO BY CLOSING EACH IN TUN AND RELIEVING THE PWISURE BEYOND. THIS TEST OF TW GATE VALVE WILL UE ACCEPTABLE IF THERE IS NO IMEDIATI LOSS OF PRESSURE ON THE "XZ META THE PRESSURE COMES AGAINST THE VALVE BEING DECKED. THE CONTRACTOR SHALL VERIFY THAT THE PRESSURE DIFrERERTIAU. ACROSS THE VALVE DOES NOT EXCEED THE RATED WORKING PRESSURE OF THE VALVE. SECTIONS TO BE TESTED 9ALL NORMALLY BE LIMITED TO 1,500 FEET. THE OWNER MAY REQUIRE THAT THE FIRST SECTION OF PIPE, NDT LESS THAN 1,000 FEET IN LENGTH, INSTALLED BY EACH OF THE CONTRACTOR'S CREWS, BE TESTED IN ORDER TO QUALIFY THE CREW AND/OR THE MATERIAL. PIPE LAYING SHALL NOT BE CONTINUED MORE THAN AN ADDITIONAL 1,000 FEET UNTIL THE FIRST SECTION SHALL AVE BEEN TESTED A.CCES3ULLY. PRIOR TO CALLING OUT THE OWNER TO WITNESS THE PRESSURE TEST, THE CONTRACTOR SHALL HAVE ALL EQUIPMENT SET UP COMPLETELY READY FOR OPERATION AND SHALL HAVE SUCCESSFULLY PERFORMED THE TEST TO ASSURE THAT THE FIRE IS IN A SATISFACTORY CONDITION. BEFORE APPLYING THE SPECIFIED WST PRESSURE, AIR SHALL BE EXPELLED COMPLETELY FROM THE Pr PE, VALVES AND HYDRANTS. IF PERMANENT AIR VENTS ARE NOT LOCATED AT ALL HIGH POINTS, THE CONTRACTOR SHALL SAppjH ntal Specificatlms (Re• 02/09/87) Page 33 7-11.3(11) ITNTIMIED INSTALL CORPORATION COCKS AT SUCH POINTS SO THAT THE AIR CAN BE EXPELLED AS THE LINE IS FILLED WITH ` HATER. AFTER ALL THE AIR HAS BEEN EXPELLED, THE CORPORATION COCKS SMALL BE CLOSED AND THE TEST 'ESSURE APPLIED. AT THE CONCLUSION OF THE PRESSURE TEST, THE CORPORRAATION COCKS SMALL BE REMOVED AND PLUGGED. -. THE TEST SHALL BE ACCO PLI9ED BY PUMPING THE MAIN (P TO THE REQUIRED PPISSURE: STOP THE PUMP FOR A MINIMUM OF 15 MINUTES V TO A MAXIMUM OF 60 MINUTES AS DIRECTED BY THE OWNER, AND THEN PUMP THE MAIN LP TO THE TEST PRESSURE MAIN. DURING THE TEST, THE SECTION BEING TESTED SHALL BE .aSERVED TO DETECT ANY V15T6LE LEAKAGE. A CLEAN CONTAINER SHALL BE USED FOR HOLDING WATER FOR PUPING LP PRESSURE ON THE MAIN BEING TESTED. THIS MAKEUP WATER SMALL BE STERILIZED BY THE (ADDITION OF CHIKRIHE TO A CONCENTRATION OF 50 M'/L. THE QUANTITY OF W?TER REQUIRED TO RESTORE THE INITIAL HYDROSTATIC PW59M SMALL BE ACCURATELY DETERMINED BY EITHER 1) RAPING FROM AN OPEN CONTAINER OF SUITABLE SIZE SUCH THAT A'LURATE VOLUME MEASKREIENTS CAN BE MADE BY THE OWNER OR, 2) BY PUMPING TMROIOI A POSITIVE DISPIACDENT WATER METER WITH A SHEEP UNIT KOM REGISTERING ONE GALLON PER EVOLUTION. THE METER SHALL BE APPROVED BY THE OWNER. ACCEPTABILITY OF THE TEST WILL BE OETERNI:cD BY TWO FACTORS, AS FOLLOWS: 1. THE QUANTITY OF WATER LAST FROM THE MAIN SHALL NOT E7(CEED THE NUMBER OF GALLONS PER HOAR AS LISTED IN THE FOLLOWING TABLE. 2. THE LOSS IN PRESSURE 94ALL NDT EXCEED 1 PSI PER MINUTE DOMING THE TEST PERIOD. ALLOWABLE LEAKAGE PER 1000 FT. OF PIPELINC• - GPM Nominal Pipe Dla to - - Inches PSI 6' 8• 10. 12" 16• 20. 24• 450 0.95 1.Z7 1.59 1.91 2.55 3.18 3.82 400 0.90 1.20 1.50 1.80 2.40 3.00 3.60 350 0.84 1.12 1.40 1.69 2.25 2.81 3.37 275 0.75 1.00 1.24 1.49 1." 2.A9 2.99 25C 0.71 0.95 1.19 1.42 1.90 2.37 2.83 2-. 0.68 0.90 1.13 1.35 1.80 2.25 2.70 200 0.64 0.85 1.06 1.28 1.70 2.12 2.55 •IF THE PIPELIE DOER TEST CONTAINS SECTIONS OF VARIOUS DIAMETERS, THE ALLOWABLE LEAKAGE WILL BE THE SLR OF THE COMPUTED LEAKAGE FOR EACH SIZE, OR FOR THOSE OIA4TEfE - 'RESSRES NOT LISTED BY THE FORMULA STATED IN SECTION 74.2.11 OF THE STAN13W SPECIFICATIONS. 7-11.302) DEC LCRINATION (SUPPLEMENTAL SECTID N) OEC1 ORINATION OF ALL WATER USED FOR DISINFECTION SHALL BE ACC04-LI94M IN ACCORDANCE WITH THE CITY'S STANDARD DETAIL INCISED IN THIS DOCUMENT. WATER CONTAINING CLORINE RESIDUALS SHALL NOT BE DISPCSED INTO THE STORM DRAINAGE SYSTON OR ANY WATERWAY. 7-r..3(13) CONCRETE THRUST BLOCKING (REPLACEMENT SECTION) PROVIDE CONCRETE BLOCKING AT ALL HYDRANTS, 7IT-INKS PND HORIZONTAL OR VERTICAL ANGLE POINTS. C)NFORM TO THE CITY OF RENTON STANDARD DETAILS FOR GENERAL BLOCKING, DEAD-MN BLOCKING, AND KRTICAL BLOCKS HEREIN. ALL FITTINGS TO BE 9LOCKED 94AL BE WRAPPED WITH 4-MIL POLYETHYLENE STIC. CONCRETE BLOCKING 94ALL BE PROPERLY FCRMED WITH PLYWOOD OR OTHER ACCEPTABLE FORMING w TRIALS AND SHALL NOT BE POLRED AROUND JOINTS. THE FORMS SHALL BE STRIP,10 PRIOR TO BPCKFILLING. .POINT RESTRAINT(9HACKLE RODS), MERE REQUIRED, SHALL BE INSTALLED IN ACCORDANCE WITH SECTION 7-11.3(15). Supplemental Specifications (Rev 02/09/87) Page 34 7-11.3(13) JOINT RESTRAINT SYSTEMS (NEW SECTION) GENERAL WHERE SHOWN ON THE PLANS OR IN THE SPECIFICATIONS OR REQUIRED BY THE ENGINEER, JOINT RESTRAINT SYSTEM (94AO(LE RODS) SHALL BE USED. ALL JOINT RESTRAINT MATERIALS USED SHALL BE THOSE MANFACTURED BY STAR NATIONAL PRODUCTS, 1373 MOLLY AVENUE PO BOX 258, COLU(BUS OHIO 43216, U4.ESS AN M AL ALTERNATE IS APPROVED IN WRITING BY THE ENGINEER. MATERIALS STEEL TYPES USED 34ALL BE: NIGH STRENGTH LOW-ALLOY STEEL(CON-TEN), ASTM A242, HEAT-TREATED, SUPERSTAR -SST- SERIES. HIGH STRENGTH LOW-ALLOY STEEL(COt-TEN), ASTM A242, A.PERSTAR -SS' SERIES. CARBON STEEL ASTM A36, STAR "S" SERIES ITEMS TO BE ZINC PLATED OR GALVANIZED TO MEET THE FOLLOWING REQUIREMENTS: ASTM 8633 ELECTROOEPOSITED COATINGS OF ZINC ON STEEL. ASTM A153 FOR GAL`.ANIZIND IRON AND STEEL HARDWARE. ASTM Al" FOR GALVANIZING ROLLED, PRESSED AND FORGED STEEL SHAPES. JOINT RESTRAINER SYSTEM COPOHENTS: TIEBOLT: ASTM A242, TYPE 2, PLAIN, ZINC PLATED OR HOT-DIP GALVANIZED. SST 7:5/8" FOR 2" AND 3" MECHANICAL JOINTS, 3/4" FOR A" TO 12" MECHANICAL JOINTS, ASTM A325, TYPE 30, EXCEPT TENSILE STRENGTH OF FULL-BOGY THREADED SECTION SMALL BE INCREASED TO 40,000 LBS. KINIMAN FOR 5/8" AND 60,000 LEIS. MINI" FOR 3/A" BY HEAT Nt TREATING (QUENCHING AND TEMPERING) TO MANFAL URES REHEAT AND HARNESS A i SPECIFICATIONS. SST 75A: 3/4" FOR 14" TO 24" MECWWICAL JOINTS. SAW ASTM SPECIFICATION AS SST 7 SST 77: 3/4" SAW AS SST 7, EXCEPT 1" EYE FOR 7/8" ROD. SAE ASTM SEECIFICA'ION AS SST 7. TIENIT: HEAVY HEX NUT FOR EACH TIMT. SSS: 5/8" AND 3/4% ASTM A563, GRADE C3, PLAIN OR ZINC RATED. S 8: 5/8" AND 3/4", ASTM A563, GRADE A, RAIN, ZINC PLATED OR HOT-DIP GALVANIZED TIECOIPIING: USED TO EXTEND CONTINUOUS THREADED RODS AND ARE PROVIDED WITH CENTER STOP TO AID INSTAL Al,ON, RAIN, ZINC PLATED OR HOT-DIP GALVANIZED. SS IS: FOR 5/8" AND 3/4" TIERODS, ASTM A563, GRADE C3. S . .A 5/8" AND 3/4" TIERODS, ASTM A563, GRADE A. TIEROD: CONTIMDUS THREADED ROD FOR CUTTING TO DESIRED LENGTHS, RAIN, ZINC PLATED OR HOT- DIP GALVANIZED. SS 12: 5/8" AD 3/4" DIAMETER, ASTM A242, TYPE 2; ANSI 81.1. S 12: 5/8" AO 3/4" DIAMETER, ASTM A36, A307. TIElWA9ER: ROI.M FLAT WAS-ERS, PLAIN, ZINC PLATED OR MDT DIP GALVANIZED. SS 17: ASTM A242, F436. S 17: ANSI 918.22.1. INSTALLATION INSTALL THE JOINT RESTRAINT SYSTEM IN ACCORDANCE WITH THE MAMFACTURES INSTRUCTIONS SO ALL JOINTS ARE MECHANICALLY LOD(EO TOGETHER TO PREVENT JOINT SEPARATION. TIEDOLTS SHALL BE IPSTALLED TO PULL AGAINST THE MECHANICAL JOINT BODY AND NOT THE M.J. FOLLOWER. TORQUE NUTS AT 75-90 FOOT POUNDS FOR 3/4" NUTS. INSTALL TIECOUPLINCS WITH BOTH RODS THREADED EQUAL DISTANT A.pRlawtal Specl3catims (Rev 02/09/87) Page 35 7-11.3(15) CONTINUUED INTO TIECOIRINGS. ARRANGE TIEROOS SYMMETRICALLY AROUND THE PIPE. PIPE DIAMETER HUHBER OF 3/4" TIERCDS REQUIRED A. 2 6" 2 8" 3 10" A 12" 6 MERE A MANUFACTURES MECHANICAL JOINT VALVE OR FITTING IS APPLIED WITH SLOTS FOR "T" BOLTS INSTEAD OF HOLES, A FLANGED VALVE WITH A FLANGE BY MECHANICAL JOINT ADAPTOR 94ALI BE USED INS7AD, SO AS TO PROVIDE ADEQUATE SPACE FOR LOCATING TIEBOLT. MERE A CONTINUOUS RUN C PIPE IS REQUIRED TO BE RESTRAINED, NO RUN OF RESTRAINED PIPE 5,4LL BE GREATER THAN 60 FEET IN LENGTH BETWEEN FITTINGS. INSERT LONG BODY SOLID SLEEVES AS REQUIRED ON L0400 RUNS TO KEEP TIEROD LENGT.LS TO THE 60 FOOT IYUIMIN. PIPE USED IN CONTIMUOUSLY RESTRAINED RIMS SWILL BE MECHNICAL JOINT PIPE AND TIEBOLTS SWILL BE INSTALLED AS ROD GUIDES AT EACH JOINT. 7-12 VALVES FOR WATER MAINS 7-12.2 MATERIALS (SUPPLEMENTAL SECTION) 1 VALVES SHALL BE DESIGNED FOR A MINI" WATER OPERATING PRESSURE OF 200 PSI. GATE VALVES SHALL BE CHOW LIST 14, M ELLER COMPANY NO. A-2380, KD"MY, OR M A M. APPROVAL OF VALVES OTHER THAN MODELS SPECIFIED SHALL BE OBTAINED PRIOR TO BID OPENING. ALL GATE VALVES LESS THAN 12" IN OIAETER SHALL INCLUDE AN 8" x 24" CAST IRON GATE VALVE BOX AND EXTENSIONS, AS REQUIRED. ALL 12" DIAMETER AO LARCER GATE VALVES 94ALL BE INSTALLED IN A VAULT. SEE PATER STANDARD DETA'. FOR 12" GATE VALVE ASSEMSY VAULT AND 1• BYPASS INSTAL0TION. 7-14 HYDRANTS 7-14.3(01) SETTING HYDRANTS (ADDITIONAL SECTION) HYDRANTS SNAIL BE INSTALLED IN ACCORDANCE WITH AWWA SPECIFICATIONS C600-77, SECTIONS 3.7 AND 3.8.1 AND THE WATER STANDARD DETAILS. HYDRANT AND GUARD POSTS SHALL BE PAINTED IN ACCORDANCE WITH THE WATER SIADARD DETAIL. UPON COPLETION OF THE PROJECT, ALL FIRE HYDRANTS SHALL BE PAINTED TO THE CITY OF RENTON SPECIFICATIOS AHD GUAR) POSTS PAINTED YELLOW. FIRE HYDRANTS 91ALL BE OF SUHH LENGTH AS TO BE SUITABLE FOR INSTALLATNAN WITH CONECTIOS TO 6", 8" nMC 10" PIPING IN TRENCHES 3 - 1/2 FEET DEEP LNESS OTHERWISE SPECIFIED. THE HYDRANT SHALL BE OESIGHEO FOR A 4-1/2 FOOT BURIAL MERE 12" AD LARGER PIPE IS 94DW N UNLESS OTHERWISE NOTED ON THE PLAN, 7-14.3(02) HYDRANT CONNECTIONS (ADDITIONAL SECTION) FIRE VYORANT ASMW1LY 94LL INCLUDE C.I. TEE (MJ X FL), 6" GATE VALVE (FL X MI), 6' C.I. SPOOL (PE X E) 5 A.V.O. FIRE HYDRANT (MJ CONK-CTION), 8" x 24" CAST IRON VALVE BOX, AND 3/4 INCH SHACKLE Supplawtal SpeeifiCatims (Rev 02/09/87) Page 36 7-14.3(02) CONTDUED IROD WM ACCESSORIES APO TACO CONCRETE GUARD POSTS. JOINT RESTRAINT(SHACKLE RODS), SHALL BE INSTALLED IN ACCORDANCE WITH SECTION 7-11.3(15). 7-14.3(03) RESETTING EXISTING HYDRANTS (PARTIAL REPLACEMENT SECTION) REPLACE PARAGRPOH 2 WITH: THE METHOD OF HARESSING THE HYDRANT BALL BE DETERMINED BY THE CONDITIONS FOUND .N THE FIELD NO SMALL BE RE-SHACKLED AM RE-GLOO(ED AS DIRECTED BY THE ENGINEER. ADO: ALL RU38ER GASKETS REMOVED OR DISTURBED DURING RESETTING SHALL BE REPLACED WITH NEW GASKETS OF THE TYPE F=UIREO FOR A NEW INSTAlATION OF THE SAPS TYPE. 7-14.5(01) HYDRANT ASSEMgY (SUPPLEMENTAL SECTION) TrE UNIT CONTRACT PRICE PER EACH FOR HYDRANT ASSEI4BLY COMPLETE- SMALL BE THE SAE AS HYDRANT ASSEMBLY• EOCEPT THAT THE 6-INCH DUCTILE IRON PIPE CONECTING THE HYDRANT TO THE MAIN SHALL BE INCLUDED IN THE UNIT CONTRACT PRICE FOR QHYDRAMT ASSEMBLY COPLETE". 7-15 SERVICE CONECTIONS 7-15.3 CONSTRUCTION DETAILS (REPLACEMENT SEC•ION) REPLACE Psi SENTENCE PARAGRAPH 5 WITH: PIPE MATERIAS USED TO EXTEND OR REPLACE EXISTING WATER SERVICE LINES 94ALL BE COPPER. SERVICE LINE CONNECTION TO THE NEW MAIN WILL CONFORM TO THE STANDARD PLANS OF THE CITY OF RENTON BD140 HEREIN AS APPLICABLE. THE ENGINEER WILL INDICATE THE LOCATION FOR THE TAPS ON THE NEW MAIN FOR EACH SERVICE TO BE CONNECTED. r.4 �i Vy THE CONTRACTOR WILL DIRECT TAP MAIN FOR 374" SERVICE. THE CONTRACTOR WIJ. USE COPPER TUGING ON, TE K, SOFT FOR 3/4" SERVICES. tsM .� TYPE I: CONNECTIONS TO EXISTING COPPER SERVICES WILL SE MADE MIN COPPRESSiON TYPE, THREE PART ANION COUPLINS. ii fM TYPE II: WHERE EXISTING GALVANIZED SERVICES EXIST, THEY SHALL BE REPLACED WITH A NEW 144 CO'PER PIPE SERVICE TO THE PROPERTY LINE. (PETERS SHALL BE LOCATED IN RANTER STRIP BETWEEN SIDEWAK AND CURB). q TYPE III: MERE -UT RE STUT SERVICES SHALL BE INSTALLED THEY SHALL BE INSTALLED AS ABI VE, TO THE PROPERTY LINE WITH A METER BOX (LESS 3/4 METER). A SOLID CORE THREADED 1.,4 SPACER THE LENGTH (IF A PETER SHALL BE INSTALLED IN PLACE OF THE PETER. 7-17 SANITARH SEWERS 7-17.2 MATERIAL (PARTIAL REPLACEMENT SECTION) IN PARAGRAPH : DELETE' A 8 S CAFOSITE, ASBESTOS BONOEO CORRUGATES STEEL IN PARAGRAPH 4 DELETE: A 8 S COPOSITE SEWER PIPE 9-05.14 Supplemental Specl Yicatipns (Rev 02,'09/87) Page 37 E - 7-17.3il)B PIPE BEDDING (SUPPLEMENTAL SECTION) PIPE BIDDING MATERIAL FOR PVC PIPE 94ALL PE PLACED TO A DEPTH OF 6• BELOW THE BOTTOM OF THE PIPE , AND EXTENDING UP 6" ABOVE THE CROWN ON ALA. PIPES. {�THE HAND-PLACED BEDDING AROUND THE PIPE AND TO A POINT 6- ABOVE THE CROWN SMALL BE FOOT-TAPED UNTIL I7 IS UNYIELDING. THE REMAINING BACNFILL BALL BE MECANICALLY TAPED WITH HAND-OPERATED MEC ANICA. OR PNEUMATIC TAMPERS TO 95% DENSITY. PIPE BEDDING SALL BE CONSIDERED INCIDENTAL TO THE PIPE AND NO FURTHER COMPENSATION SHALL BE MADE. 7-17.7(2)G SIIHER LINE CONECTIONS (SIAPPLEHENTAL SECTION) UNLESS OTHERWISE AiPPRovo BY THE ENGINEER, ALL CONNECTIONS OF LATERAL SEWERS TO EXISTING MAINS SHALL BE MADE THROUGH A CAST IRON SADDLE SECURED TO THE SEWER MAIN WITH STAINLESS STEEL BADS. WHEN THE EXISTING MAIN IS CONSTRUCTED OF VITRIFIED CLAY, PLAN ON REINFORCED CONCRETE. CAST OR DUCTILE IRON PIPE, THE EXISTING MAIN SHALL BE CONE DRTLLED. NUEL'"OLS TO E)LgrING CONCRETE MANHOLES STALL BE COE-GRILLED, AND SHALL HAVE AN -0• RING RUBBER GASKET MEETING AST)' C-478 IN A MANGLE COUPLING EQUAL TO THE JOHNS-MAHVILLE ASBESTOS-CEIENT COLLAR, OR USE A COMICAL TYPE FLEXIS.E SEAL EQUAL TD KDE-N-SEAL. 7-17.3(2) I PROTECTION OF EXISTING SEWERAGE FACILITIES (SUPPLEMENTAL SECTION) WHEN EXTENDING ION EXISTING SEWER, THE DOIMSTREAS SYSTEM SHALL PROTECTED FROM CONSTRUCTION DEBRIS E' PLACING A SCREEN OR ROAN IN T)E FIRST EXISTING MANHOLE D,n"'STREAN OF THE COIECTION. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO MAINTAIN THIS SCREEN OR TRAP UNTIL THE NEW SYSTEM IS PLACED IN SERVICE AND THEN TO REMOVE IT. ANY CONSTRUCTION "IS WHICH EWER THE EXISTING DOWNSTREfW AND TO THE S SYSTEM, 9ALL BE NEMNOVED BY THE CONTRACTOR AT HIS EXPENSE, ATISFACTION OF THE ENGINEER. MEN THE FIRST NNNOLE IS SET, IT'S OUTLET SHALL BE PLUGGED RH7IL ACCEPTANCE BY THE ENGINEER. 7-17.7(4)I TELEVISION INSPECTION (SUPPLE1ENfAL SECTION) ONCE THE TELEVISION INSPECTION HAS BEEN COMPLETED THE CONTRACTOR SHALL SUBMIT TO THE ENGINEER THE WRITTEN REPORTS OF THE INSPECTION PLUS THE VIDEO TA ES. SAID VIDEO TAPES ARE TO BE IN COLOR APO COMPATIBLE WITH THE CITY'S vIEWING AND RECORDING SYSTEMS. THE CITY SYSTEM ACC EPTS 1/2. WIDE MIGH DENSITY VRS TAPES. TH TAPES WILL BE RUN AT STANDARD SPEED SP (1 5,'16 I.P.S.). 7-17.4 MEASUREMENT (PARTIAL REPLACEMENT SECTION) REPLACE PARAGRAPH a WITH: EXCAVATION OF I.E SEWER TRENC SPECIFIED IN SECTION 2.09. •'1NReD THE SAME AS STRUCTURE EXCAVATION CLASS B AS ADO. Mf0.AAE1ENT OF B" RUN GNI wV BACKFILL WILL By THE TON, IN ACCORDANCE WITH SECTION 1-09.1, OR BY THE CALL:I: _W ;,, NEAT LIES BASE ON MAXIMUM TRENCH WIDTH PER SECTIO 2- 09.4 USING A CONVERSION FACTOR OF 1.5 TONS PER CUBIC YAR W41DEVER IS LESS. 7-17.5 PAYMENT (PARTIAL REPLACEMENT SECT20N) REPLACE ITEM 1 THROUGH 9 PARAGRAPH 1 WITH: L "_'____Sanitary Sewer Pipe-, Per Linear Foot 2. ' "x • Tees- Per Each 3. ^T,v. Inspection" Per LtM Sun 4. ^B&M Run Gravel for Trench Backfill-, Per Ton Supplemental Specifications (Rev G2/09/87) Page 38 NER24 W-942 3 TH ST UNION AVE NE TO ANACORTES AVE NE 7-18.2 MATERIALS MATERIALS SHALL MEET THE REQUIREMENTS OF THE FOLLOWING SECTIONS: BITUMINOUS SURFACE TREATMENT ...... 5-02 ASPHALT CONCRETE PAVEMENT ...... 5-04 CEMENT CONCRETE PAVEMENT ...... 545 CURBS AND CUTTERS ...... 8-04 CEMENT CONCRETE SIDEWALKS ...... 6-14 7-18.3 CONSTRUCTION DETAILS 7-18.3(I) GENERAL PAVEMENT PATCHING 94ALL BE SCHEDU-ED TO ACLONIODATE THE OFSWOS OF TRAFFIC AMC) SMALL BE PERFORMED AS RAPIDLY AS POSSIP E TO PRDVIDE MIXIMM SAFETY NO CONVENIENCE TO PUBIC TRAVEL. THE PLACING AND COPACTION OF THE TRENCH BAC FILL, THE PREPARATION AND COMPACTION OF THE SUEK ADE, . AND THE PLACING AND COMPACTION DF THE CRUSHED SURFACING SMALL BE IN ACCORDANCE WITH THE REQUIREMENTS OF THE VARIOL5 APPLICABLE %CTIONS OF THESE SPECIFICATIONS. BEFORE THE PATCH IS CONSTRUCTED ALL PAVEMENT CUTS SHALL BE TRUED SO THAT THE MARGINAL LINES OF THE PATCH MILL FORM A RECTANGLE WITH STMUIG T EDGE AND VERTICAL FACES. THE USE OF A CONCRETE SAW SHALL BE REQUIRED UNLESS EXCEPTED IN THE SPECIAL PROVISIONS OR BY THE ENGINEER, CONCRETE USED :N PATCHES SHALL BE CLASS 'E• (3/4) - 3 DAY MIX. DURING COFO ND AS SPECIFIED IN SECTION 345.3(13) SMALL BE PLACED ON THE CONCRETE IMEDIATELY AFTER FINISHING. PROPER SIGNS, BARRICADES, LIGHTS AND OTHER WARNING DEVICES, AS MAY BE APPROVED BY THE ENGINEER, SHALL BE MAINTAINED ALL 24 M DAS OF THE DAY UNTIL THE PATCH IS C04PLETED AND READY FOR TRAFFIC. M 7-18.3(2) CEMENT CONCRETE PAVEMENTS ,A AFTER THE SB(RADE FOR THE PAVEMENT HAS BEEN COMPACTED AND CONSTRUCTtb TO LIME AND GRADE, THE CEMENT CONCRETE PAVEMENT PATCH SHALL BE PLACER, CC PACTED AND STRUCK OFF TO THE GRADE OF THE P+4 ADJACENT PAVEMENT 1N ACCMA14CE WITH THE PERTINENT SECTIONS OF SECTION 5-05. THROUGH AND DUMMY ),4 JOINTS SMALL UE PLACED AND EDGED WHERE DIRECTED. THE SURFACE SMALL BE FINISED AND BRU9EO WITH A FIRER BRUSH. APPROVED LURING COMPOUND SHALL BE PLACED ON THE FINISED CONCRETE IMEDIATELY AFTER FINISHING. 7-18.3(3) RIGID TYPE PAVLWNT RESURFACED WITH ASPHALT CO :ETE STREETS WHICH HAVE RIGID TYPE PAVEMENTS RESURFACED WITH ASPHALT CONCRETE BALL BE PATCHED AS SHOWN ON THE STANDARD DRAWING, OR AS OTHERWISE SPECIFIED, THE SURFACE OF THE CEMENT CONCRETE PORTION OF THE PATCH SHALL BE LEFT LOW ENOUGH TO ACCOMMODATE THE ASPHALT PORTION OF THE PATCH. BRASH FINISHING WILL NOT BE REQUIRED. JOINTS BALL BE PLACED IF DIRELTED BY THE ENGINEER. CURING SHALL BE ACCOPLISED WITH A SS-1 EMULSION 'UT BACK WITH WATER AS DIRECTED BY THE ENGINEER. ASPHALT CONCRETE OR SITUNINDUS PLANT MIX SHALL NOT BE PLACED RNTIL THE DAY AFTER THE CEMENT CONCRETE HAS BEEN PLACED, LFLESS OTHERWISE PERNITTED By THE ENGINEER. THE EDGES OF THE EXISTING ASPHALT PAVEMENTS AND CASTINGS SHALL BE PAINTED WITH HOT ASPHALT IMEDIATELY BEFORE PLACING THE ASPHALT PATCHING MATERIAL. THE ASPHALT CONCETE PAVEMENT SHALL THEN BE PLACED, LEVELED, APO COMPACTED TO CNFOMN TO THE ADJACENT PAVED SURFACE. IMMEDIATELY THEREAFTER, ALL JOINTS BETWEEN THE HEIR 40 ORIGINAL ASPHALT PAVEMENT SHALL BE PAINTED WITH HOT ASPHALT OR ASPHALT E4LSION AND BE ;t COVERED WITH CRY PAVING SAND BEORE THE ASRHHALT SOLIDIFIES. &mle tsl Soecl Tlcetiws (Rev 02/09/87) Page 39 MY 7-18.3(4) ASPHALT CONCRETE STREETS ON GRANULAR BASE AFTER THE SUBCRADE HAS SEEN PREPARED AS SHOWN ON THE STANDARD DRAWING, OR AS DIRECTED BY THE ENGINEER, ASPHALT ATE PAVEENT CLASS 8 OR CLASS F 91ALL BE PLACED TO A THICQ@SS OF THE EXISTING ASPHALT PAVEMENT DEPT', OR TO A MINIMUM OF TWO (2) INCHES, 041DEVER DEPTH IS THE GREATER, AMC) COMPACTED IN THE MAMNR:k SPECIFIED IN SECTION 7-18.3(3). 7-18.3(3) OIL MAT STREETS THE EXISTING OIL MAT 90ALL 8E WIFORMLY TRIMMED TO A STRAICTT LINE. AFTER THE SUBCIRADE HAS BEEN PREPARED AS SOON ON THE STANDARD DRAWING, OR AS DIRECTED BY THE ENGINEER, A MINIMUM OF TWO (2) INCHES OF ASPHALT CONCRETE PAVEHEM CLASS 8 94ALL BE PLACED AND COMPLETED IN THE SANE MANNER AS SPECIFIED IN SECTION 7-18.3(3). 7-18.3(6) INCIDENTAL WORK ALL UD'Dfh?AL WORK AS Rf=Q!ED TO CCPLEIE THE PATCHING OF STREET 9AFACES AS SPECIFIED, INCLUDING JOINTS HERE REQUIRED, SHAL, BE CONSIDERED AS INCIDENTAL 10 THE PATCHING AND THE COSTS THEREOF 94ALL BE INCLUDED IN THE ITEMS FOR W104 PAYMENT IS PROVIDED. 7•18.4 MEASUREMENT PAYMENT FOR PAVEMENT PATCHI'C MILL ONLY BE MADE FDA MATERIALS USED WITHIN THE NEAT LINES 1 (ONE) FOOT ON EITER SIDE OF THE MAXIMUM TRENCH WIDTH AS SPECIFIED IN SECTION 2-09.4. MEASUREMENT AND PAYMENT FOR CRUSHED ROCK SHALL BE AS COVERED IN OTHER SECTIONS OF THIS D0OMENT. 7-18.5 PAYMENT PAYMENT WILL BE MADE FOR EACH OF THE FOLLOWING BID ITEMS AS ARE INCLUDED IN THE PRC'CSAL, AND PAYMENT MILL BE HIDE UNDER: 1. -BITUONDUS SURFACE TREATMENT, FOR PAVEMENT PATCHIH" • PER SC. YO. 2. 'CEIEIT CONCRETE CLASS, FOR PAVEMENT PATCHING • PER '3). YO. 3. 'CEMENT CONCRETE CLASS_, FOR PAVEMENT PATCHING • PER S0. TO. A. 'A'P1ALT CONCRETE CLASS_, FOR PAVEENT PATCHING PER TON. S. -ASPHALT CONCRETE CLASS_, FOR PAVEMENT PATCHING PER SO. YO. WHEN NONE O THE ABOVE IS INCLUDED IN THE PROPOSAL, PAVEMENT PATCHING SMALL BE CONSIDERED INCIDENTAL TO THE PROJECT AND THE COSTS THEREOF 94ALL BE INCLUDED IN THE ITEMS FOR WHICH PAYMEN' IS PROVIDED. 9Appl~tel Sped Titetims (Rev 02/09/87) Pe0e 40 DIVISION 8 MISCELLANEOUS CONSTRUCTION 844 CLRBS, WTUR, SPILLWAYS AND INLETS 8-04.7(1) CEMENT CONCRETE CURBS, CUTTERS AND SPILLWAYS (PARTIAL REPLACEMENT SECTION) REPLACE PARAGRAPH 1 WITH: CEMENT CONCRETE CURB, CUTE AND GUTTER, UJTTER AND SPILLWAY SMALL BE CONSrRLCTED WITH AIR ENTRAINED CONCRETE CLASS B SPECIFIED ON THE STANDARD PLANS AND CONFORMING TO TIE REQUIREMENTS OF SECTION 6-02, EXCEPT THAT CLASS A MIX SYLL BE USE, IN ALL DEPRESSED 05M FOR DRIVE WAY SECTIONS. .� IN PARAGRAPH 6, LAST SENTENCE DELETE; "CLASS B" 8-OA.A IEAStREENT (SLPPLEMENTAL SECTION) THE EXTRA DEPTH OF CURB AND QITTER, AND THE O.DAY MO% REQUIRED ACROSS DRIVEWAY SECTIONS, AS SHOWN ON THE STANDARD PAWS, SHALL BE CONSIDERED INCIDENTAL AMU NO ADOTTIONAL PAYMENT SMALL BE WIDE. 8-07 PRECAST TRAFFIC CURB AND BLOCK TRAFFIC CURB 8-0741 DESCRIPT_ON (REPLACEMENT SECTION) THE CONTRACTOR SMALL FIRNISI AND INSTALL PRECAST TRAFFIC CURB ADD BLOC( TRAFFIC CURB OF THE DESIGN AND TYPE SPECIFIED IN THE PLANS. THE CURB WILL BE INSTALLED IN ACCORDANCE WITH THESE SPECIFICATIONS AND PER THE CITY OF RENTON STANDARD PLANS AT THE LOCATIONS INDICATED IN THE PLANS OR AS DIRECTOR BY THE ENGINEER. c.. 8-07.5 PAYMENT (REF ACEMBNT SECTION) PAYMENT SMALL BE MADE BY THE FOLLOWING: M , (1) "Precast Traffic Curb, Type A" per lin. ft. (2) "Precast Traffic Curb, Type C" per lln, ft. M=W (7) "Block Traffic Curb, Ty pe A• par 11n. ft. (A) "Block Traffic Curb, Type C" per lln. ft. rr 8-08 PLASTIC TRAFFIC BUTTONS 8-08.1 DESCRIPTION (REPLACEMENT SECTION) )ME CONTRACTOR SMALL Ft.MNISM AND INSTALL WHITE OR YELLOW Pljl ,IC TRAFFIC BUTMNLS MERE SHOW ON THE PLANS, OR MERE DIRECTED BY THE ENGINEER. 8-08.2 MATERIALS (SIPPLEMETNTAL SECTION) THE PLASTIC TRAFFIC BUTTONS 94LL CONFORM TO APPLICABLE PROVISIONS OF SECTIONS 8-08 and 9-20. 8-08.3 CONSTRUCTION REQUIREMENTS (SUPPLEMENTAL SECTION) THE PLASTIC TRAFFIC BUTTONS SWLL BE ATTACHED TO THE PAVEMENT BY ONE OF THE FOLLOWING: ( 1. Placing Tack Coat of Hot Paving Asphalt on Pavement Surface and firmly pressing the button M onto It. Supplements! Specifications (Rev 02/09/87) Page Al 8-08.3 CONTINUED 2. Placing Adhesive (epoxy) bn pavement surface MHo pressing the button onto it. 8-08.4 MEASUREMENT (REPLACEMENT SE;;TION) WASLREMIENT WILL BF BY THE LIMIT, COMPLETE IN PLACE. 13-0.5 PAYMENT (REPLACEMENT SECTION) PAYMENT SMALL BE 6Y THE FOLLOWING; (2) •10` Plastic Traffic BLtton, color, • per ea. 8-09. LIME MA OKERS 8-09.4 MfASl.REMENT (-REPLACEMENT SECTION) OF49-NW- NT WILL BE LANE MINWERR, TYPE I an0 TYPE II BY THE UNIT COPLETE IN PLACE. 8-09.5 PAYMENT (REPLACEMENT SECTION) PAYMENT SHALL BE BY THE FOLLOWING: (1) •A- LANL LINE MARKER, TYPE I, White- Per Each (2) V• LANE LINE MARNER, TYPE II, COLOR(S)• Per Each 8-13 /OIIIENT CASES 8-13.3 CONSTRUCTION REQUIREMENTS (PARTIAL REPLACEMENT SECTION) REPLACE PARAGRAPH 4 WITH: THE MONUr.�NT WILL BE FURNISHED AND SET SY THL CONTRACTOR UDER ThS DIRECT SlPERVISION OF THE CITIES SURVEYOR. WHEN THE CONTRACT INCLUDES CONTRACTOR SFPLI'_D STRVEYING, THE CONTRACTORS SURVEYOR SMALL SET THE STRADDLE POINTS FROM WHICH THE CONTRACTOR SMALL SET THE MOOAENT. IN ALL CASES THE CITIES SURVEYOR SHALL SET THE PUCH OR TACK IN THE MOAN_NT. 8-13.5 PAYMENT (RPPLE?ENTAL SECTION) THE MONUENT WILL ALSD BE SUPPLIED AND PLACED AS PART OF -KMMMT, MOALENT-CASE AND COVER- ANC ALL NOW IN RIPPLYING SAID M D"4)gT SMALL BE CONSIDERIE INCIDENTAL TO THIS ITEM. 8-14 C04DIT CONCRETE SIDENALM' 8-14.2 MATERIALS (PARTIAL REPLACE ENii SEC-ION) DELETE PARAGRAPH 2 8-14.3(4) CLRINC (PARTIAL REPLACEMENT SECTION) REPLACE PARAGRAPH 1 WITM: THE CONCRETE SIDEWALK SMALL BE CURED FOR AT LEAST 72 HOURS AS SPECIFIED IN 5-05.3(13)0 OR AS Supplemental Specifications (Rev 02/09/87) Page 42 B-14.3(4) CONTINUED APPROVED BY THE ENGINEER. DURING THE CURING PERIOD, ALL TRAFFIC, BOTH PEDESTRIAN AND VEHICULAR, SHALL BE EXCLUDED. VEHICULAR TRAFFIC SHALL BE EXCLUDED FOR SUCH ADDITIONAL TIME AS THE ENGINEER MAY DIRECT. M33 RIPRAR 5-13.4 MEASlREl4'NT (PARTIAL REPLACEMENT SECTION) REPLACE PARAGRAPH 2 WITH: HIND PLACED) RIP RAP WILL BE MEASURED BY THE TON OF RIP RAP ACTUALLY PLACED AND ACCEPTED. REPLACE PARAGRAPH 3 WITH: FILTER BLANKET MILL BE MEASURED BY THE TON FOR MATERIAL ACTUALLY RACED AND ACCEPTED. 6-13.3 PAYMENT (PARTIAL REPLACEMENT SECTION) PARAGRAPH 1 REPLACE ITEMS 3 AND 7 WITH: 3. "Hwd Placed Rip Rap", per Ton �w 7. "Filter Blanket- Per Ton N REPLACE PARAGRAPH 3 WITH: Mi THE UNIT CONTRACT PRICE PER TON FOR *FILTER BLANKET" SHALL BE FULL COMPEbATION FOR ALL COSTS f•� IN CONNECTION WITH FURNISHING AND PLACING A FILTER BLANKET. 8-20 ILLIMINATION, TRAFFIC SIOIAL SYSTEMS AND ELECTRICAL W B-20.3(2) EXCAVATING AND BACKFILLING (REPLACEMENT SECTION) M lab THE CONTRACTOR SHALL SUPPLY TRENCH WITHIN THE UNIT WIDTHS AND TO THE SPECIFIED DEPTHS AT THE LOCATIONS INDICATED ON THE CONTRACT PLANS OR AS DIRECTED BY THE ENGINEER. ALL TRENDIES SHAD BE 'f. BACKFILLED IN ACCORDANCE ,WITH THE APPLICABLE PORTIONS OF THE STANDF,FD SPECIFICATIONS. Y9 TRENCHING FOR CONDUIT RIMS SHALL BE DONE IN A NEAT MANNER WITH THE TRENCH BOTTOM (RACED TO PROVIDE A UNIFORM GRADE. NO WORK SHILL BE COVERED UNTIL IT HAS BEEN EXAMINED BY THE ENGINEER. 84CKFILL N4 MATERIAL USED FOR FILL AROUND AND OVER THIS CONDUIT SYSTEM SIAL: BE FREE OF ROCKS GREATER THAN TWO INCES IN DIAMETER TO A DEPTH OF SIX INCES ABOVE THE CODUIT. TREC:H WITHIN THE ROADWAY AREA SHALL USE SELECT TRENCH BAC(FILL AND SHALL CONSIST OF MATERIAL AS INDICATED IP THE SPECIAL PROVISIONS AND SCHEDULE OF PRICES. THE SOURCE AND QUALITY OF THE MATERIAL SHALL BE SUBJECT TO APPROVAL BY THE ENGINEER. Tfic14OM BACMFILL WITHIN THE SIDEWALK AREA CAN BE MACE 1 WITH ACCEPTABLE MATERIALS FROM THE EXCAVATION AND SHALL BE CONSIDERED A NECESSARY PART OF AND INCIDENTAL TO THE EXCAVATION IN ACCORD44M WITH THE STANDARD SPECIFICATIONS. THE CITY RESERVES THE RIGHT TO MAKE ADDITIONS OR DELETIONS TO THE TRENCH WHICH PROVE NECESSARY FOR THE COSLETION OF THIS PROJECT. THE MINIMM WIDTH FOR THE TRENCH NEEDED WILL BE AT THE OPTION OF THE CONTRACTOR. TRENCH WIDTH WILL, HOWEVER, BE OF SUFFICIENT SIZE SO THAT ALL OF THE NECESSARY CODUIT CAN BE INSTALLED WITHIN THE DEPTHS SPECIFIED WHILE MAINTAINING THE MINIMUM COVER. Y 8-20.3(4) FOUNDATIONS - CONCRETE (REPLACEMENT SECTION) THE CONTRACTOR SHALL PROVIDE ALL MATERIAL FOR AND CONSTRUCT THE FOUNDATIONS FOR AND TO THE DIMENSIONS SPECIFIED IN TABLE 1 BELOW. THE AM)IOR BOLTS 94ALL MATCH THAT OF THE DEVICE TO BE Supplemental Specifications r (Rev 02/09/87) Page 43 8-20.3(4) CONTINUED INSTALLED THEREON. ALL EXCESS WATEAIALS ARE TO BE REMOVED FROM THE FOUDATION CONSTRUCTION SITE AND DISPOSED OF AT THE CONTRACTOR'S EXPENSE. CONCRETE SHALL 9E PLACED AGAINST UNDISTURBED EARTH IF POSSIBLE. BEFORE PLACINL THE CONCRETE THE CONTRACTOR SHALL ELOCK-OUT AROUND ANY OTHER UNDERGROUND UTILITIES THAT LIE IN THE EXCAVATED BASE 50 THAT THE CONCRETE MILL NOT ADHHME TO THE UTILITY LINE. CONCRETE FOUNDATIONS SHALL BE TROWELED, 8-20.3(4) CONTINED BRUSHED, EDGED AND FINISED IN A WOPowANSHIP-LIKE MAtlER. COHNIETE SHALL BE PROPTLY CLEANED FROM THE EXPOSED PORTION 7 THE NOOR BOLTS AND CONDUIT AFTER FLACEM!NT. FOUNDATION SHALL. ALL BE CLASS •8• CONCRETE. AFTER A CURING PERIOD OF TWO WED(5, THE CONTRACTOR MAY INSTALL THE APPLICABLE DEVICE THEREON. TABLE 1 TYPE OF DEVICE DI.ENSIONS Street Light Pole 4' Deep a 3' Sq. or Die. Signal Pole 7' Deep K 3' Sp. or Die. Signal Controller See Detail Sleet Street Light Control Cabinet See Detail Sheet Special Base See Detail Sheet ALL CONCRETE FOUNDATIONS SHALL BE CONSTRUCTED IN THE MANNER SPECIFIED BELOW: 1) WERE SIDEWALK OR RAISED I9-405 ARE TO BE CONSTRUCTED AS A PART OF THIS PROJECT, THE TOP OF THE MUDATION 94XL BE WAGE FLUSH WITH THE TOP OF THE SIDEWALK OR I ". (SEE DETAIL SHEET) 2) WHERE NO SIDEWALKS ARE TO BE INSTALLED, THE GRACE FOR THE TOP OF THE FOUNDATION SHALL BE AS SPECIFIED BY THE ENGPEEP. (SEE DETAIL S FT) ALL CONCRETE FONDATIONS SHALL HE LOCATED AS PER ST..TIONING ON THE PLANS OR AS LOCATED BY THE ENGiNEFR IN THE FIELD. 8-2O.3(5) CODUIT (REPLACEMENT SECTION) THE CONTRACTOR SHALL PROVIDE AND INSTALL ALL CONDUIT AID NECESSARY FITTINGS AT THE LOCATIONS HATED ON THE PK.ANS. CODUIT SIIE BALL BE AS INDICATED LIN THE WIRING AND CONDUIT SCHEDULE SHOWN ON PLANS. CONDUIT TO BE PROVIDED AND INSTALLED SHALL BE OF THE TYPE INDICATED BELOW: 1) SCHEDULE 40 HEAVY WALL P.V.C. COFOMING TO ASTM STANDARDS BALL BE USED WHENEVER THE CODUIT IS TO BE PLACED OTHER TWM WITHIN THE ROADWAY AREA. 2) SCHEDULE 80 EXTRA HEAVY WAL'. P.V.C. CONFORMING TO ASTM STANDARDS SHALL BE USED WHEN THE CODUIT IS TO BE PLACED WITHIN THE ROADWAY AREA. ALL JOINTS 9OALL BE WADE WITH STRICT C34PLIACE TO THE MANUFACTURER'S RECOIENOATIONS REGARDING C0ENT USED ANC ENVIRONENTAL CODITTONS. 8-20.3(6) JUNCTION BOXES (REPLACEMENT SECTION) THE CONTRACTOR 91ALL PROVIDE AND INSTALL JUNCTION BOXES OF THE TYPE AND SIZE AT THE LOCATIONS SPECIFIED IN THE PLANS 00 AS PER DETAIL SHEETS. SupPlanentsl SDecl Tications (Rev 02/09/87) Page 44 8-20.3(6) CONTINUED THE INSCRIPTION ON THE COVERS OF ALL JUNCTION BOXES SPILL dE AS INDTCATED BELOW: r 1) STREET LIGHTING ONLY: -LIGHTING" 2) SIGNAL ONLY: "SIGNALS" 3) TRAFFIC SIGNAL AND STREET LIGHTING: •TS-LT" 4) TELEMETRY ONLY: "TELE)EETRY" INSCRIPTIOS ON ]UNCTION BOXES PERFORMING THE SAME FUNCTION, I.E. STREET LIGHTING, TRAFFIC SIGNAL, OR BOTH, SHALL BE CONSISTENT THROUGHOUT THE PROJECT. ALL .JUNCTION BOXES SHALL BE INSTALLED IN CONFORMANCE WITH PROVISIONS CONTAINED IN TIE STANDARD PLANS AND DETAIL BEETS. THE UNIT CONTRACT PRICE PER EACH FOR "DESIGN B" OR •DESIGN C" JUNCTION BOX 94ALL BE FILL COPENSATION FOR FURNISHING SAME AND FOR ALL COSTS OF LABOR, MATERIAL, TOOLS, AND EQUIPMENT WCESSARY TO PROVIDE AND INSTALL THE JUNCTION BOXES INCLUDING EXCAVATION, BA06ILLING AHD COPACTION ALL IN ACCORDMNCE WITH PLANS, SPECIFICATIOS AND DETAIL SHEETS. 8-20.3(9) GIDUDING (REPLACEMENT SECTIOW ALL STHEET LIGHT STANDARDS, SIGNAL POLES, SIGNAL CONTROLLER CABINETS AND SIOGIL/LIGHTING SERVICE CABINETS BULL BE CRONDED TO A COPPER CLAD SOLID METALLIC GROUND ROD 5/8" IN DIAMETER x 8-0" IN. LENGTH COMPLETE WITH A F6 BARE COPPER BONDING STRAP LOCATED IN THE NEAREST JUNCTION BOX. GROUND RODS ARE CONSIDERED MISCELLANEOUS ITEMS AND THE COST IS TO BE INCLUDED WITH THE SYSTEM OR CONDUCTORS. 8-20.3(10) SERVICE (REPLACEMENT SECTION) THREE TYPES OF POMETR SERVICE ARE USED AS INDICATED BELOW: ,.x 1) TYPE I SYSTEM SHALL BE SINGLE PHASE 120 VOLT, 2 WIRE, 60 CYCLE A.C. (TRAFFIC SIGNAL SERVICE ONLY) 2) TYPE I1, SYSTEM SHALL BE SINGLE PHASE 24C VOLT, 2 WIRE, 60 CYCLE A.C. (STREET LIGHTING ION CONTACTOR, INDIVIDUAL CONTROLLED PHHOTG4 LL WITH NO NEUTRAL WIRE) HM 3) TYPE III SYSTEM 94ALL BE SINGLE PHASE 120/240 VOLT, 3 WIRE 60 CYCLE A.C. (STREET LIMING CONTACTOR/TRAFFIC SIOWL, GOADED NEUTRAL SERVICE) is h THE POWER SERVICE POINT SHALL BE AS NOTED ON THE PLANS AND S4AL_ BE VERIFIED BY THE ELECTRICAL SERVICING UTILITY. 0-20.303) ILLUMINATION SYSTEMS (SPPLDENTAL SECTION) UNDERGROUND CONDUCTORS FOR THE STREET LIGHTING CIPLORT SMALL BE STRANDED COPPER, THW GRACE WITH 600 VOLT INSULATION OF THE SIZE NOTED ON THE PLANS AND WIRING SCIEXMLE. SPLICING OF THE STREET LIGRING CIRCUIT WILL BE MADE ONLY IN JUNCTION BOXES AND THE SPLICE KIT SMALL CONSIST OF A PRESSURE TYPE DEVICE WHERE THE CONECTION OF THE WIRE TO THE KIT IS ACHIEVED BY CRIMPING OR BY A COPRESSION BOLT. NO TWIST ON TYPE CDNNECTDRS Sip" BE ALLOWED. AFTER THE KIT HAS BEEN INSTALLED, ALL EXPOSED SURF".Z S OF WIRE AND WIT SHALL BE PLACED IN A CLEAR PLASTIC FORM AND FILLED WITH EPDXY TO FORM A WATER-TIGHT SEAL. MATERIAL USED FOR THE SPLICE KIT SHALL BE COPATIBLE WITH THE WIRE MATERIAL. TWO QUID( DISCONNECT KITS, S.E.C. OR EQUAL, SHALL BE FURNISEO F' AND INSTALLED, WITH FUSES, BY THE CCRH'HDTOR FOR EACH LIOH- STANDARD INSTALLED. ALL MATERIALS SHALL BE CC PATIFLE WITH THE COPPER COERDTORS AND ITS INSLATION. THE CONTRACTOR WALL SU9NIT SAMPLES OF THE CONNECTORS PROPOSE? FOR USE TO THE ENGINEER FOR APiRJVA:_ Supplemental Specifications ` (Re. 02/09/67) Page 45 8-20 3(13)A LIGHT STANDARDS (REPLACEMENT SECTION) THE HAM HOLE SMALL BE LOCATED AT 90 DEGREES TO THE DAVIT ARM ON THE SIDE AWAY FROM TRAFFIC. A GROUNDING LUG OR NUT 94ALL BE PROVIDED IN THE NAND HOLE FRAME OR INSIDE THE HAND HOLE FRAPE OR INSIDE THE POLE SHAFT TO ATTACH A GROUND BONDING STRAP. ALL POLES AND DAVIT ARMS 94ALL BE DESIGED TO SUPPORT A UUMINAIRE WEIGHT OF 50 LBS. OR MORE AND TO WITHSTAND PRESSURES CAUSED BY WIND LOADS OF 85 M.P.N. WITH OUST FACTOR OF 1.3. ALL POLES SHALL MAINTAIN A MINIMUM SAFETY FACTOR OF 4.38 P.S.I. ON YIELD STRENGTH OF WEIGHT LOAD AID 2.33 P.S.I. FOR BASIC WIND PRESSURE. DAVIT ARMS THE DAVIT STYLE ARM FALL INOCRICRATF. A 5'9• RADIUS BEND AS MEA9ARf0 PR01 THE CEHTEON OF THE SHAFT. THE OUTER PORTION OF THE ARM CH:V..L ff NEARLY HORIZOHIAL TO .2' ABOVE HORIZOATAL AND SMALL RE FURNISHED WITH A 2• 0I4ETER SL?F:TTER WITH A KWWL14 LENGTH OF 8 INCHES TO FTT THE LUINAIRE SPECIFIED. THE POLE END OF THE DAVIT AF0I TUBE 94ALL BE FASTENED SECURELY TD THE TOP OF THE 94PFT PRODUCING A FLUSH JOINT WITH AN EVEN PROFILE. ANCHOR 80.5E A ONE PIECE ANCHOR BASE OF ADEQUATE STRENGTH, SHAPE AND SIZE SALL RE SECURED TO THE LOWER END OF THE SHAFT SO THAT THE BASE SHALL BE CAPABLE OF RESISTING AT ITS YIELD POINT THE BENDING LAMENT OF THE SHAFT AT ITS YIELD POINT. 'HE BAD: FALL BE PROVIDED WITH FOUR SLOTTED OR ROUND HOLES TO RECEIVE THE AN1OR BOUTS. NUT COVERS SHALL BE PROVIDED WITH EACH POLE. ANCHOR BOLTS FOUR HIGH STRENGTH STEEL. k4CHDR BOUTS, EACH FITTED WITH TWO ME70l1TS AND TWO MASHERS, 94ALL BE FURNISED WITH THE POLE. EACH PM>CR BOLT SHALL HAYE A A• 'S' JD AT THE BOTTOM ENO AND BE THREADED AT THE TOP END. TREADED ENDS, ALL NUTS AND WAFERS S. BE HOT DIP GALVANIZED. THE ANCHOR BOLTS BALL BE CAPABLE OF RESISTING AT ITS YIELD POINT THE BENDING MOMENT OF THE SHAFT AT ITS YIELD POINT. MISCELLANEOUS HAR.7WARE ALL HARDWARE (BOLTS, NUTS, SCREWS, WAFERS, ETC.) NEEDED TO COMPLETE THE INSTALLATION SHALL SE STAINESS STEEL. I.D. (IDENTIFICATION FOR POLES) THE CONTRACTOR SHALL SUPPLY ANO INSTALL A COMBINATION OF 4-0IGITS AND ONE LETTER ON EACH POLE, WHETHER INDIVIOUlAL LWINAIRE OR SIGNAL PO.E WITH LUMIMAIR. THE LETTER AND NUMBERS CD48INATION SMALL BE MOUNTED AT THE 15 FOOT LEVEL ON THE POLE FACING APPROACHING TRAFFIC. LEGENDS FALL BE SEALED WITH TRANSPARENT FILM, RESISTANT To OUST, WEATHER AND ULTRAVIOLET EXPOSURE. THE DECAL MAWffRS 94AU BE 3 INCH SQUARE WITH GOTHIC GOLD, WHITE REFLECTORIZED 2 INCH LEGEND ON A BLACK BACKGROUND. THE I.D. NUMBER WILL BE ASSIGNED TO EACH POLE AT THE Do OF THE CONTRACT OR PROJECT BY THE CITY TRAFFIC ENGINEERING OFFICE. COST FOR THE DECALS BALL BE CONSIDERED INCIOENTW- TO THE CONTRACT BID. LIGHT STANDARDS 94AU BE SPUN ALl141NM DAVIT STYLE AND SMALL MEET THE POLE DETAIL REQUIREMENTS INDICATED BELOW NO THE DETAIL SHEETS AT THE END OF THESE SPECIFICATIONS. THE POLE 94A'T FALL BE PROVIDED WITH A A• x 6• FLUSH HAD ROLE NEAR THE BASE AND A MAT)iING METAL COVER SECURED WITH STAINLESS STEEL SCREWS OR BOLTS. ALL TENONS SMALL BE FACTORY INSTALLED AND ALL WELDING SHALL BE COPLETEI` PRIOR TO GALVAVIZING. ALL SIGNAL POLE FONDATIOLS 94ALL BE CD67RLCTED TO PROVIDE THE POLE ORIENTATION NOTED 14 THE PLANS. SLyple ental Specifications (Rev 02/09/87) Page A6 8-20.3(13)A CONTINUED THE POLE SHALL BE ADJUSTED FOR PLUMB AFTER ALL NEEDED SIGNAL Ee1UIMer WAS BEEN INSTALLED THEREON.AFTER THE POLE IS PLU48ED THE SPACE BETWEEN THE CONCRETE FgADATION AND THE BOTTOM OF THE POLE BASE PLATE SHALL BE FILLED WITH A DRY PACK MORTAR GROUT AND TROWLED TO A SMOOTH FINISH COFORMING TO THE CONTOUR OF THE POLE BASE PLATE. DRY PACK MORTAR GROUT SMALL CONSIST OF A 1:3 MIXTURE OF F.IRLAND CEMENT AND FINE SAND WITH JUST DO" WATER 90 THAT TIE MIXTURE WILL STICK TOGETHER ON BEING M4DED INi0 A BALL BY HAND, MD WILL NOTGRO E%LAD AS MOISTURE HOWN WHEN SO PRESSED, A ONE HALF INCH DRAIN HOLE SMALL BE LEFT IN THE BOTTOM ON THE GROUT PAD AS SOWN ON THE STANDARD DETAIL. 8-20.304) SIGNAL SYSTEMS (StPPLENENTAL SECTION) ALL SIGNAL CONDUCTORS SWILL BE STRANDED COPPER AND SMALL HAVE 600 VOLT TH INSULATION AND BE OF THE SIZES NOTED ON THE PLANS. ALL KXTI-CONDUCTORS USED FOR THE SIGNAL SYSTEM SHALL COiO01 TO DIVISION 9-29.3 AND BALL BE OF THE SIZES NOTED ON THE SIGNAL WIRING SCHEDULE AND WIRING DIAGRAM. ALL. STRANDED WIRES TERMINATED AT A TEMINAL BLACK SMALL HAVE AN OPEN ENO, CRIMP STYLE SDOEPLESS TERMINAL CONNECTOR, AND ALL SOLID WIRES TERMINATED AT A ? MINX BLOa( SMALL WIVE ANI OPEN END SOLOS" TERMINAL COtECTCR. ALL TERMINALS BALL BE INSTALLED WITH A TOOL DESIGNED FOR THE INSTALLATION- OF THE CORRECT TYPE OF CONNECTOR AND CRIMPING WITH PLIERS, MIRE CUTTERS, ETC., WILl NOT BE ALLOWED. ALL WIRING INSIDE THE CONTROLLER CABINET SHALL BE TRIMMED AND CABLED TO(ETMER TO MAKE. A NEAT, GLEAM APPEARING INSTALLATION. NC SPLICING or ANY TRAFFIC SIGNAL CONDUCTOR SHALL BE PERMITTED UNLESS OTHERWISE INDICATED ON THE PLANS. ALL CONDUCTOR RUNS SHALL BE ATTAOIED 70 APPROPRIATE SIGNAL TERMINAL BOARDS WITH PRESSURE TYPE BINDING POSTS, THE ONLY EXCEPTIONS SHALL BE THE SPLICES FOR OETECiOR LOOPS AT THE NEAREST JUNCTION BOX TO THE LOOPS. 8-20.3(14)0 TEST FOR INDUCTION LOOPS AND LEAO_IN CABLES (AODITION'L SECTION) THE CONTRACTOR SHALL KEEP RECORDS OF FIELD TESTING AND SHALL R MI91 THE ENGINEER WITH A C^PY tF THE RESULTS. 8-20.3(14)E SIGNAL STANDARDS (REPLACEMENT SECTION) THE CONTRACTOR SHALL FURNISH AM INSTALL TRAFFIC SIGNAL STANDARDS IN ACCORDANCE WITH THE METHODS AND MATERIALS NOTED IN THE CONTRACT PLANS AND THESE SPECIFICATIONS. ALL POLE DIMENSIONS AND ORIENTATIONS WILL BE VERIFIED BY THE ENGINEER PRICK TO FABRICATION. ALL EMTRANCES REQUIRED FOR PaENOLNTFD SIGNAL HEADS, CABINETS, SIGNS, PEDESTRIAN PUSH BUTTON ASSEMBLIES, ETC. BALL BE FIELD DRILLED. 8-20.4 MEAS.RE?ENT (REPLACEMENT SECTION) NELS'0404T FOR TRENCH AHD BACKFILL WILL BE BY THE LINEAR FOOT. MFA9JREM NT FOR SELECT TRENCH BACXFILL WILL BE BY THE TON. MEASUREMENT FOR SIGNAL STANDARDS AND SIGNL CONDUCTORS MILL BE BY PER EACH AND PER LINEAR FT/LLNP SUM. NEASIADMENT FOR FOADATIONS - CONCRETE, WILL BE BY THE UNIT FOR EACH TYPE SPECIFIED, COMPLETE IN PLACE. MFIAAAEIETR FOR CODUIT WILL RE BY THE LINEAR FOOT. • MEA%.REHENT FOR JUNCTION BOXES, WILL BE BY THE UNIT FOR EACH TYPE SPECIFIED, COMPLETE IN PLACE. Supplemental SpeclflCatlms (Rev 02/09/87) Page 47 8-20./ CONTINUED MEASIREJENT FOR LICIT STAIDAPDS, MILL BE BY THE UNIT PER EACH, COPLETE IN RACE. 8-20.5 PAYMENT (REPLACEMENT SECTION) PAYMENT MILL BE MADE LINGER: 1) -TRENCH AND SAOKFILL, WIDE, DEEP', per Linear Fpat. 2) 'SELECT TRENCH BAC10'II.L', Per Tm. THE WIT CONTRACT PRICE FOR TRENCH AND BAWILL PER LINEAR FOOT SHALL BE FLLL COMPENSATION FOR DCAVATING, LOADING, M01MING lop OTHERWISE DISPOSING OF THE WASTE MATERIALS, FOR BAOTILLING AND TAMPING BACJKFILL MATERIAL AND FOR THE RESTORATION OF THE TRENCH AS SOWN ON THE PLANS OR AS DIRECTED BY THE ENGINEER ALL IN ACCDRDANNE WITH THESE SPECIAL PROVISIONS AD 'a. STANDARD PLANS AND SPECIFICATIONS. 3) FQIpATION" PER EACH /) 'CONWIT, P.V.C., SCNEDLLE 10,_ Per Lin. Ft. 5) 'COCUIT , P.V.C., SDIECLLE W, • Per Lin. Ft. 6) *DESIGN AINCTION SIX-, PER EACH. - 7) 'STREET LIGHT STANDARD ', PER EACH. 5) 'SIGNAL STANDARD, TYPE_• PER EACH 9) -DETECTION LOOP RETLIRN CABLE, 2/C- S O.- PER LINEAL FOOT 10) •SHIELDED PRE- E PTIO' CABLE, 3/C SHD- PER LIN. FT. 11) -941ELDED INTERCONNECT CABLE, PR• PER LIN. FT. 12) •TRAFFIC SICRAL WIRE- PER LLIP SUM. 13) •I/Dl1CTOR LOOP VEHICLE DETECTOR SAW CUTTING.• PER LINEAL FOOT. THE LWT CONTRACT PRICE PER EACH ON SIGNAL STANDARDS AND PER LIN. FT./LLMP SUN ON A:AFFIC SIGNAL SYSTEM WIRE WILL BE FLLL COPENSATION FOR FLRRNISHING AND INSTALLING THE STANDARDS AND WIRE AM FOR ALL. OTHER MATERIALS, TOOLS, EQUIPMENT NECESSARY AND/OR iNCIDETNTAL TO THE INSTALLATION AS PER THE CONTRACT PLANS MD THESE SPECIFICATIONS. 8-22 PAVT]ENT WNKINGS 8-22.1 DESCRIPTION (PARTIAL REPLACEMENT SECTION) SKIP CENTER STRIPE - DELETE AND REPLACE WITH: A BROKFN YELLOW LINE A INCES WIDE. THE BROKEN OR •SKIP- PATTERN SHALL BE BASED ON A 25-FOOT UNIT CONSISTING OF A 10-MT LINE AND 15 FOOT GAP. SKIP CENTER STRIPE IS USED AS 'CENTER LINE DELINEATION ON A TWO LANE TWO WAY ROADWAY. OOIBLE YELLOW CENTER STRIPE - DELETE AND REPLACE WITH: TWZi SOLID YELLOW LINES, FJICH / IN DES WIDE, SEPARATED BY A / INCH SPACE. OC BLE YELLOW CENTER STRIPE IS USED AS CENTER LINE DELINEATION ON MALTI-LANE, TWO-WAY ROADWAY AMC) FOR CHAN ELI7ATION. EDGE STRIPE - DELETE GORE STRIPE - DELETE AND REPLACE WITH: APPROACH STRIPE - A SOLID WHITE LINE, B INCHES WIDE, USED TO DELINEATE TIARN LANES FROM THROUGH LAZES, FDA TRAFFIC ISIANOS AND CROJS HASH MARKS LANE STRIPE - ' :TE AND REPLACE WITH: A BROKEN E LINE, / IND*:S WIDE. USED TO DELINEATE ADJACENT LANES TRAVELING IN THE SAME DIRECTION. THE BROKEN OR 'SKIP' PATTERN SMALL BE BASED ON A 25 FOOT LIMIT CONSISTING OF A 10 FOOT LINE AND 15 FOOT GAP. Supplemental Specificatlms (Rev 02/09/87) Page AS B-22.1 CONTINLED NO PASS STRIPE - DELETE REVERSIBLE LINE STRIPE - DELETE TWO WAY LEFT TURN STRIPE - DELETE AND REPLACE WITH: A SOLIC YELLOW LINE, 4 INCHES WIDE, WITH A BRO(EN YELLOW LINE, 4 INCHES WIDE, SEPARATED By A 4 INCH SPACE. THE BRNZN ON •SKIP• PATTERN WILL BE BASED ON A 25 FOOT UNIT CONSISTING OF A :J FOOT LINE APO A 15 r'OGT SPACE (SEE DETAIL SHEET). BARRIER STRIPE - DELETE Am REPLACE WITH: A SOLID YELLOW LINE, 18 TO 2A IPDIES WIDE. CROSSWALK STRIPE - DELETE AND REPLACE WITH: A SOLID %MITE LINE, 12 INQ£S WIDE, INLSTALLED PARALLEL TO MOTHER CROSSWALK STRIPE WITH AN B FOOT SPACE IN BETWEEN THE LINES. STOP BAR - DELETE AND REPLACE WITH: A SOLID WHITE LINE, IN WIDTHS OF 12, 18 AND 24 INCHES. �,E WIDTH SHALL BE INDICATED ON THE CONTRACT PLANS. TRAFFIC ARROW - DELETE AND REPLACE WITH: A SOLID WHITE MAI(ING CJfORMING TO CONTRACT PLANS AM DETAIL S EET$. TRAFFIC LETTERS - REPLACE WITH TRAFFIC LEGEND - DELETE AND REPLACE WITH: A WHITE HARKING USING ALPHABETICAL LETTERS - SEC. CONTRACT PLANS AND DETAIL SHEET. CYCLE DETECTOR SYMBOL - DELETE 8-22.5(5) TOLERANCES FD^ LINE STRIPES (REPLACEMENT SECI!ON) ALLOWABLE )LERANCES FOR STRIPES ARE AS FOLLOWS: LENGTH C' STRIPE - THE LONGITICINAL ACC.1KJLATIVE ERROR WITHIN A ^.5 FOOT LENGTH OF SKIP STRIPE SHALL NOT EXCEED PLUS OR M!AUS ONE INCH. WIDTH OF STRIPE - THE WIDTH OF STRIPE SMALL NOT VARY MORE THAN PLUS OR HINS 1/4 INCH. 8-22.5(6) PAINT/PLASTIC STRIPE LINES REMOVAL (NEW SECTION) WHERE SOWN ON THE PLANS OR DIRECTED BY THE ENGINEER, THE CONTRACTOR SMALL REMOVE ALL OLD CONFLICTING STRIPES OR LINES. by 8-22.A MEASIRF?ENT (IEPLACE?EN- SECTION NEASAENENT Sl*.L BE BY THE LINEAR FOOT FOR 4 INCH WIDE SOLID STRIPE, WITH NO DEDUCTION MADE FOR N THE SKIP BETWEEN THE STRIPES MEASWED. 6 INCH WIDE SAID STRIPE, 12 INCHH WIDE CROSSWALK, BARRIER STRIPE, STOP BAR, TRAFFIC ARROWS AND TRAFFIC LEGEND "ONLY• PER EACH. MEASIRENENT FOR ALL ITEMS STALL BE COMPLETE iN PLACE. H++ NEASNEIENT FOR PAINT/PLASTIC STRIPE LINE REMOVE), WILL BE BY THE LINEAR FOOT OF • WIDE LINE t Supplouwtel 5pec1 f ic4tlms L (Rev 02/09/87) Page 40 8-22.5 PAYENT (REPLACFl4NT SECTION) PAYMENT SHALL BE MADE LtOER: 1. •PAINTED B" VIDE SO-10 STRIPE" PER LINEAR FOOT 2. •PAINTED 6• VIDE SOLID STRIPE" PER LINEAR FOOT S. •PAINTED BARRIER _• HIDE STRIPE• PER LINEAR FOOT A. -PAINTED 12• MIDE CIMMALK" PER LINEAR FOOT S. •PAINTED_" VIDE STOP BAR- PER LINEAR FO0T 6. "PAINTED TRAFFIC ARROW PER EACH 7. `PAINTED TRAFFIC LEGEND_•, PER EACH B. -PLASTIC 12" HIDE CROSSi ALK" PER LINEAR FOOT 9. "PLASTIC _• VIDE STOP BAR" PER LINEAR FOOT 10. •PLASTIC TRAFFIC ARROW PER EACH 11. •PLASTIC TRAFFIC LEGEND • PER EACH 12. •REMOVAL OF PAINT LIEF _• WIDE' PER LIN. FT. 13. -PENOVAL OF PLASTIC LINE • WIDE• PER LIN. FT. AgplemU tel swif1cAtlons (Rev 02/O9/B7) Pop 50 DIVISION 9 MATERIALS 9-03 AGGREGATES 9-03.10 AGGREGATE FOR (NAVEL BASE (PARTIAL REP ACESPNT SECTION) ADD TO PARAGRAPH 2 SENTENCE : ..EXCEPT THAT IN NO CASE SHALL THE MAXIMUM SIZE EXCEED EIGHT (8) INCHES. REPLACE PARAGRAPH 3 WITH: GRAVEL BASE 94&L MEET THE FOLLOWING REQUIREMENTS FOR GRADING AND QUALITY WHEN PLACED IN WALLING VEHICLES FOR DELIVERY TO THE ROADWAY, TRENCH OR ORINC rJVaFACTUtE AND F�ACEMENT INTO a TEMPORARY STOfXPILE. THE EXACT POINT OF ACCEPTANCE WILL BE DETERMINED BY THE ENGINEER. GAVE BASE GAVE BASE CLASS A CLASS B % PASSING 1/4" SIEVE 25% MIN. 25% MIN. 75% MAX. 75% MAX. % PASSING U.S. NO. 200 !% MAX. 10% MAX. SIEVE (WET SIEVING) (OUST RATIO): % PASSING f200 2/3 MAX. 2/3 MAX. % PASSING 140 SAND EQUIVALENT SO MIN. 30 MIN. 9-03.12(1)A CLASS A (REPLACEMENT SECTION) GRAVE BACMFILL FOR FOUDATION, CLASS A. SHALL CONSIST OF CRUSHED MATERIAL AND SHALL CONECRM TO THE REQUIREMENTS OF SECTION 9-03.9 FOR BALLAST. 9-03.12(1)B CLASS 8 (REPLACEMENT SECTION) GRAVE BACKFILL FOR FOIADATIONS, CLASS B, IS NOT AN ACCEPTAOLE SUBSTITUTION FOR GRAVEL BACKFILL FOR FOADATIONS, CLASS A, ULESS APPROVED IN WRITING BY THE ENGINEER. IF APPROVED THE GRAVEL SACKFILL " FOR -OUDATION, CLASS B, SHALL CONFORM TO THE REQUIREMENTS OF 9-03.1(3)C GRADING 34 OR 9-03.10 AGGREGATE FOR GRAVEL BASE, CLASS A. 9-03.12(3) GRAVEL BACXFILL FOR PIPE M=M (PARTIAL REPLACEMENT SECTION) REPLACE SENTENCE 1, PARAGRAPH 1 WITH: GAVE BACKFILL FOR PIPE BEDDING 94ALL CONSIST OF NATURALLY OCCURRING PEN GRAVEL CO O04ING TO THE FOLLOWING: PASSING 3/4" SQUARE SIEVE 100% PASSING 3/6" SQUARE SIEVE 70-100 PASSING 14 SEIVE 55-100 PASSING 010 SEIVE 35_95 PASSING #20 SEIVE 20-W PASSING 040 SEI'4 30-55 PASSING $.DO SERVE 0-10 PASSING 0200 SEIVE 0-3 M SAND EQUIVALENT !S MINII4AM Swplfl nt4l SpeciflcatimT. ►' (Rev 02/09/87) Page 51 9-0`.120) CONTINUED ADD: WHEN APPROVED IN WRITING BY THE ENGINEER, OTHER CRUSHED, PROCESSED OR NATURALLY OCCURRING GRAAA.AR MATERIAL MEETING TVE REQUIREMENTS LISTED ABOVE CAN BE USED AS GRAVEL BADCFILL FOR PIPE BEDDING. 9-03.14 GRAVEL BORROW (REPLACEMENT SECTION) GRAVEL BORROW SHALL CONSIST OF CLASS A OR CLASS B GRAVEL BASE CONFORMING TO THE REQUIRDENTS OUTLINED IN 9-03.10 AGGREGATE FOR GRAVEL BASE 9-05 DRAINAGE STRUCTURES, CULVERTS AID CONDUITS 9-05.1 GRAIN PIPE (PARTIAL REPLACEMENT SECTION) DELETE: ALL REF'_RENCE TO A01 ALL04IRM COATED (ALUMINIZED) CORRUGATED IRO/ OR STES. GUIN PIPE FROM THIS SECTION. 9-05.3(1)A END DESIGN (PARTIAL REPLACEMENT SECTION) DELETE SFNTENCE 2 PARAGRAPH 1 9-03.10 STEEL STORK SEWER PIPE (PARTIAL REPLACEMENT SECTION) RE,xLACE: -TREATMENT 5- WITH -TREATMENT I- 9-05.11 ALUMINUM STORM SEWER PIPE (PARTIAL REPLACEMENT SECTION) DELETE: 'except that protectly. coating shall he Treatment 5". 9-05.12 PVC SEWER PIPE (PARTIAL REPLACEMENT SECTION) DELETE: PARAGRAPH 1 ADD: THE MAXIMUM LENGTH OF PVC PEPS SECTIONS USED SHALL. BE 12 FEET. 9-05.13 DUCTILE IRON SEWER PIPE (PARTIAL REPLACEMENT SECTION) DELETE PARAGRAPH 1 9-29 ILLumImTION, SIGNRLS, ELECTRICAL 9-29.1 CONDUIT (REPLACEMENT SECTION) THE CONDUIT P.V.C. - H]N-IETA,.LIC 94ALL CONFORM TO ARTICLE 3A7 OF THE CODE AND ASTM STANDARDS. THE COMMIT 94ALL BE Or THE TWO TYPES INDICATED BELOW: (1) SCHEDULE 80 EXTRA HEAVY WALL P.V.C. COFOMING TO ASTM STANDARDS. (2) SCHEDULE 40 HEAVY MALL P.V.C. CONFORMING TO ASTM STANDARDS. SLMleoental Speclfieations (Rev 02,109/87) Page 52 9-29.2 JUNCTION BOXES (REPLACEMENT SECTION) JUNCTION BOXES STALL BE REINFORCED CONCRETE "ITN STEEL FRPNE ANCHORED IN PLACE AND STEEL COVER PLATE (DIMIOD PATTERN) AS INDICATED ON DETAIL BEETS. THE INSCRIPTIONS ON THE COVERS W THE JUNCTION BOXES BALL BE AS FOLLOWS; (1) SIGNAL ONLY: •SIGNALS' (2) STREET LIGHTING ONLY; 'LIGHTING' (3) TRAFFIC SIGNAL AND STREET LIGHTING FACILITIES: 'TS-LT' TIE ABOVE INSCRIPTIONS 94ALL NOT BE NICER THAN THE TCP SURFACE OF THE COVER PLATES. 9-29.3 CGDUCTORS. CABLE (REPLACE ENT SECTION) ALL SINAL CGp TORS AS INDICATED ON THE PLANS SWkL BE S TWO INSULATION TRANDED COPPER AND SMALL EMPLOY 600 VOLT UL OF SIZES ON THE PLANS. ALL MLTI CONDUCTORS USED FOR THE SIGNAL SYSTEM SMALL C"'ORM TO APPLICABLE PROVISIONS CONTAINED IN THE STANDARD SPECIFICATIONS AND SMALL BE OF THE SIZES NOTED ON THE SIGNAL WI:tIN; OIAN7"IM. THE 2/r CABLE INDICATED FOR THE DETECTION LOOP RETURN CABLE SMALL 13E A SPECIAL COMMUNICATIONS CABLE, THIS CABLE 94ALL BE BELDEN, BEIAFOIL 6723, or EQUAL, WITH 014 AWG CODA[T(RS STRANDED (19 x 27). THE CABLE SMALL HAVE POLYETHYLENE INSULATED COPPER CONDUCTORS, AN ALUIINN POLYESTER SHIELD, A TINNED COPPER DRAIN MIRE AND A CHFOE VINYL JACKET. THE 3/c SHIELDED PE- ENPTION DETECTOR CABLE 94ALL BE J-M P138 CABLE OR EQUIVALENT. THIS CABLE WILL RUN FROM THE DETECTOR UNIT TO THE CONTROLLER CABINET AND NO SPLICES WILL BE ALLOWED. THE SHIELDED CGMNICATIONS/SIGNAL INTERCONECT CABLE SHALL MEET THE FOLLOWING: 1. CONDUCTORS: SOLID, SOFT DRAWN, ANNEALED COPPER, SIZE 19 AVG. 2. INSULATION: SOLID, VIRGIN NIGH DENSITY POLYETHYLFNE OR POLYPROPYLEW,WITH TELEPHONE INDUSTRY COLOR CODING. 3. CABLE CORE ASSEMBLY' INSULATED CD40CTORS ARE TWISTED INTO PAIRS WITH VARYING LAYS (TWIST LENGTHS) TO MINIMIZE CROSS TALK AND MEET STRICT CAPACITANCE LIMITS. A. 94IELDING: A CORROSION/OXIDATION RESISTANT TINTED ETHYLENE CJAOLYWR COATED (BOTH SIDES) .00a' THICK CORRUGATED ALUMINUM TAPE SHIELD IS APPLIED LONGITUDINALLY WITH OVERLAP TO PROVIDE 100% ELECTRICAL 91JELDING COVEAAG,'E MNWER IS ACCEPTABLE, , q .005 CORRUGATED TAPE APPLIED IN THE SANE 5. OUTER JA:)MT: A BLACK, LOW DENSITY NIGH MOLECULAR WEIGHT VIRGIN POLYETHYLENE (CGpGUDEO TO WITHSTAND "LIGHT, TEMPERATURE VARIATIONS AND OTHER ENVIRONMENTAL "9DITIONS PLUS AS DURING INSTALLATION) IS EXTRUDED OVERALL TO PROVIDE A CONTINUOUS COVERING. 6. OUTER JACKET. MARKINGS: IS KVtXINfS MDT 6_ PRINTED SEQUENTIALLY A MINIMUM OF 2' ALONG THE OUTER JACET, 7. FILLING: THE ENTIRE CABLE WITHIN THE OUTER JACKET IS FLOODED WITH PETROLELµ.POLYETHYLENE GEL FILLING CDNoDUG INCLUDING THE AREA BLTEEN THE OUTER JACET AND THE SHIELD. EACH MIRE SHILL BE NUMBERED AT EACH TERMINAL END WITH A WRAP-ALOUD TYPE ,ANGERING STRIP ACCORDING TO THE SCHEDULE ATTACHED TO THESE SPECIAL PROVISIONS. NO SPLICING OF ANY TRAFFIC SIGNAL CMDUCTOR SHA'1 BE PERMITTED LNLESS OTWtWISE INDICAT-J ON THE PLANS. ALL CDNDICTOR RUMS 9W1 BE PULLED TO THE APPROPRIATE SIGNAL TERMINAL COMPARTMENT BOARD WTIE ITHNEAREST PRE$9RE TYPE SINGING POSTS. THE ONLY EXCEPTIONS SHALL BE JUNCTION BOX TO THE LOOPS.PS. THE 9'LICES FOR DETECTOR LOONS AT THE CONTRACTOR SHILL PROVIDE AND INSTALL ALL THE NECESSARY MIRING, FUSES AND FITTINS SO AS TO COMPLETE THE INSTALLATION OF THE SIGMu AND LIGHTING EQUIPMENT AS SOWN ON THE PLANS. ALL MATERIALS AND INSTALLATION METHODS, EXCEPT AS NOTED OTHERWISE HEREIN, 94ALL COMPLY WITH APPLICABLE SECTIONS ON THE NATIONAL ELECTRICAL CODE. Supplemental Specl Flcatlpms (Rev 02/D9/87) Page 53 9-29.3 CONTINUED INSTALLATION OF ALL MIRING SHALL CONFORM TO APPLICABLE PROVISIONS CONTAINED IN THE STANDARD SPECIFICATIONS EXCEPT AS SPECIFIED HEREIN. CODUCTORS AND CABLE SHALL MWOP44 TO THE APPLICABLE SPECIFICATIONS AS FOLLOWS: (1) UNLESS OTHERWISE NOTED, ALL ELECTRICAL CONEXETORS SWILL BE APPROVED STRANDED COPPER C'O FONMING TO APPLICABLE PORTIONS OF ASTM STANDARDS. INSULATION SHALL BE 600 VOLT PLASTICTLED POLYVINYL CHLORIDE, POLYETHYLENE, OR CHEMICALLY CROSS LINKED POLYETHYLENE, CONFO HM TO APP..ICAB.E PORTIOS OF ASTM STANDARDS. POLYETHYLENE COMPOUNDS SHALL NOT BE USED *ERE EXPOSED TO SNLIOR. THE GRADE INSULATION OF CODE THICKNESS SHALL BE USED. (2) MULTI-COWICTOR CABLE SHALL BE USED FOR TRAFFIC SIGNAL CONTROL, AND SHALL BE RATED TO OPERATE ON 600 VOLTS. INDIVIDUAL CONDUCTORS SWILL BE STRANDED COPPER, SHALL BE INSULATE[) WITH A MINIMUM OF A5 MILES PLASTICIZED POLYVINYL CHLORIDE COMPOUND, OR APPROVED EQUAL, AND SMALL BE COLOR CODED AND OF SIZE LISTED IN TABLE BELOW. THE INDIVIDUAL CONDUCTORS 94ALL BE CABLED TOGETHER WITH CABLE TAPE AND ENCASED IN A POLYVINYL OLORIOE UEATH 75 MILS THICK. INSLATION SMALL CONFORM TO APPLICABLE PORTIONS OF ASTM STANDARD APPLICATI(WS. AVG Nos. Strands CIRCUIT Phase Gauge Cauoe Conductor Color Stripe Signal heads.... A 14 19/27 Red, Yellow, Grew None A. 14 19/77 Red, Yellow, Green White-White B 14 19/27 Red, Yellow, Green Black B. 14 19/27 Red, Yellow, Green Black-"'vck C 14 19/27 Red, Yellow, Green White Signal,,,,,,... Cc n. 12 19/25 White None Control......... Con. 12 19/25 White Black or Green Detector........ A,B,C 12 19/25 Black None Com. 12 19/25 White None dye........... .... 14 19/27 Red, Yellow, Grew Blue Flashers........ .... 12 19/25 Black None S&Twice......... .... 10 19/23 Black None Alternate..... .... 12 19/25 Black None Neutrals (not listed).. .... 10 19/23 White None Alternate..... .... 12 19/25 White or Green None wltl-canda:tor cable shall be assembled as per the following typical illustrations: a) 2 Conductor — 2 No. 12 AWG, 19/23 strand, consisting of a black and white conductor. b) 5 Conductor -- 1 No. 12 AwG, white; 1 No. 12 AVG, white wlth grew or black strip-; and 3 No. 14's consisting of ;-yse A. c) B Conductor — 1 No. 12 AWG. white; 1 No. 12 AO, white grew or black stripe; and 6 No. 14's consisting of Phase A and B. d) 11 Conductor — I No. 12 AWG, white; 1 No. 12 AMC white with green or black stripe; and 9 No. 12's consisting of Phase At B and C e) 20 Conductor — 1 No. 12 AwG, white; 1 No. 12 AWG, white with grew or black strip; and 18 No. 14-5 consisting of Phase A, A', B, B', C and Spare. WIRING WILL BE ARRANGED SO THAT COBINATIOLS OF THE ABOVE CABLE ASSEMBLIES SHALL BE USED. WITH THE EXCEPWION OF TYPE XMIW INSLATION, THE MINIMUM INSLATION THICNESS FOR ANY ELECTRICAL CONDUCTOR SHALL BE 3/64 INCH AND THE MINIMM ACCEPTABLE INSULATION THICKNESS SHALL REFER SOLELY TO SLpplenental Specifications (Rev 02/09/87) Page 54 9-29.5 CONTINUED THE THICKNESS OF THAT INSULATION IMMEDIATELY ARDM ANY COFpUCTOR AND EXCLUDING ANY SHEATH OR IACKET THICKNESS. INDUCTION LOOP DETECTORS SMALL BE INSTALLED IN A SAW-CUT IN THE PAYOEHNT BY THE CONTRACT'R WHERE INDICATED ON THE PLANS 2 AS DIRECTED BY THE ENGINEER. THE MIRE TO BE USED IN THE INDUCTION LOOP SHALL BE NO. 12 A.M.C., TYPE USE, RIM OR RHM INSULATION. SEE DETAIL SHEETS. 9-29.4 MESSENGER CABLE. FITTINGS - DELETE 9-29.5 POLE LINE HARDWARE - DELETE 9-29.6 LIGHT STANDARDS (REPLACE:ENT SECTION) LIGHT STANDARDS W.LL BE SPUN ALUMINUM IN ACCORDANCE DETAILS SHOWN IN THE PLANS, AS SPECIFIED IN THE TECHNICAL PROVISIONS AND AS OUTLINED HEREIN. 9-29.6(5) TIMBER LIGHT STANDARDS. TINKER STRAIN POLES, TINKER SERVICE SUPPORTS - DELETE 9-29.7 LUM?HAIRE FUSING AND ELECTRICAL CONECTIONS AT LIGHT STAMDARO BASES (REPIACEIENT SECTIONI ELECTRICAL DISCONNECTS SHALL BE INSTALLED AT ALL LIGHT STANDARD BASES. FUSE HOLDERS SMALL BE WATERPROOF, QUICK DISCON E= TYPE, S.E.C. OR APPROVED EQUAL. FUSED QUICK DISMANECT KITS SHALL PROVIDE WATERPROOF IN LINE FUSE PROTECTION. ALL CONNECTIONS SHR6L BE HIDE WITH COPRESSION FITTINGS. UPON DISCONECT, THE FUSE SHALL REMAIN IN THE LOAD SIDE OF THE KIT. THE FUSES SHALL BE LOCATED INSIDE THE HAD HOLE AT THE BASE OF THE POLE. FUSES FURNISHED FOR ALL LIGHTING CIRCUITS SHALL BE CAPABLE OF ;HANDLING THE OPERATING VOLTAGES OF THE CIRCUIT INVOLVED AND SHILL HAVE THE FOLLOWING CHARACTERISTICS: 1. FUSES SHALL BE CAPABLE OF INDEFINITELY SPPORTING 110% OF THE HATED LOAD. 2. FUSES SMALL BE CAPABLE OF SUPPORTING 155% OF THE RATED LOAD FOR APPROXIMATELY ONE HOUR. 5. A LOAD OF 200% OF RATED LOAD WILL EFFECTIVELY CAUSE INSTANTANEOUS BLOWING OF THE FUSE. A. FUSES SHALL BE RATED AS LISTED BELOW AND 99L.L BE SIZED TO FIT THE FUSE CONTAINERS FURNISHED ON THIS PROJECT, ACCORDING TO THE MANUFACTURER'S RECOIEHDATIONS THEREFOR: LUMINAIRE SIZE SERVICE VOLTAGE 240V 1,000 W15A 400 VIDA 250 VIDA 200 WVA 175 M10A 150 VIDA 100 VIDA 5. FUSES SMALL BE AL LISTED 9-29.8 MAST ARMS, CROSS ARMS AND TIE POD - DELETE 9-29.9 BALLAST. TRANSFOBERS (REPLAM4DIT SECTION) BALLAST FOR MIGH PRESSURE SODIUM VAPOR LAMPS SHALL BE DESIGNED TO PRO'ERLY OPERATE 100 MATT SSa, 150 MATT 555, 200 MATT 566, 250 MATT 550, 400 WATT 551. BALLASTS FOR M.P. SWTRM VAPOR LAMPS SMALL BE AN INTERNAL 240-VOLT REGULATOR-TYPE (HIGH POWER FACTOR). THE BALLAST SMALL BE PRE-MIRED TO THE LAID SOCKET AND TERMINAL BOARD. THE BALLAST SHALL HAVE AN ALLOWABLE VOLTAGE VARIATION OF LESS THAN 10%. NO CAPACITOR, TRANSFORMER, OR OTHER DEVICE SMALL Supplemental SDetlfl Catims (Rev 02/09/87) Page 55 9-29.9 CONTINUED EMPLOY THE CLASS OF COMPOUNDS IDENTIFIED AS POLYCLCRINATED BIPHENYLS (P.C.B.) AS DIELECTRIC. COa_WS, OR FOR ANY OTHER PURPOSE. EACH BALLAST SHALL HAVE A NAME PLATE ATTACHED PERMANENTLY TO THE CASE LISTING ALL ELECTRICAL DATA. 9-29 10 LUMINFIRES (REPLACEMENT SECTION) ALL LUMINAIRES 94ALL BE OF THE DISTRIBUTION TYRE AND WATTAGE INDICATED IN THE PLANS. LUMINAIRES 94ALL HAVE A CAST-ALl11IN.M HDUSING PROVIDING FOR A SLIP-FITTER TYPE MOUNTING AND CAPABLE OF ADAPTING TO A 2-INCH OIAFETER PIPE TENON. LUMINAIRES SHALL BE OF THE COBRA HEAD STV`.E WITH AN OVATE REFRACTOR (DROPPED LENS) FOR ARTERIALS 40 A CLEAR FLAT LENS FOR RESIDENTIAL ROADWAY APPLICATIONS. THE LUIIINAITE SHALL INCLUDE THE POWER DOOR FEATURE. THE L MINAIRE SCULL HAVE A CASKET BETWEEN REFRACTOR AND REFLECTOR. A GF.SET OR FILTER MATERIAL 94ALL TE PLACED BETWEEN THE LAMP SOOT *0 THE REFLECTOR. THE MANFACTURER'S NAME OR SYMBOL SHALL BE CLEARLY MARKED ON EACH LUMINAIRE. EACH C TO THE So LUMINAIRE TO BE READDILLYYLV VISIBLE FROM THE (7i0UN). ,THE DECAL SMALL BEEAAPPROXIIMA BALLAST THREE INCHES SQUARE AND THE LE-END SMALL BE A MINIMUM OF TWO IM>ES IN HEIGHT. THE DECAL SHALL HR GOLD IN COLOR WITH LAP WATTAGES INDICATED BY THE FOLLOWING NUMERICAL LEGEND: 7 FOR 70 ::AT'S 25 FOR 250 WATTS 10 FOR 100 WATTS 31 FOR 3*0 WATTS 15 FOR 150 WATTS 4C FOR 400 WATTS 17 FOR 175 WATTS 70 FOR TOO WATTS 20 FOR 200 WATTS X1 FOR 1,000 WATT ALL LUMINAIRES SHALL HAVE THEIR C041OENTS SECURED TO THE LUMINAIRE FRAME WITH STAINLESS STEEL MOUNTING HARDWARE (NUTS. BOLTS, MASERS, HINGES, ETC.). 7HE HOUSING, COMPLETE WITH INTEGRAL BALLAST, SHALL BE WEATHER-TIGHT. 9-29.11 CONTROL EQUIPMENT (REPLACENENT SECTION) UNLESS SPECIFIED OTHERWISE, ILLUMINATION CIRCUITS 94ALL BE CONTROLLED BY A COMBINATION OF PHOTOELECTRIC CONTRG.S 40 LIGTTING CONTACTORS AS M7TED IN THE CONTRACT. 9-29 11(1) TIME CLOCK CONTROLS - METE 9-29.11(2) PHDTOELECTIC CONTROLS (REPtACDENT SECTION) PHOTOELECTRIC CONTROLS 9WLI BE PLUG-IN DEVICES. RATED TO OPERATE ON 120 VOLTS, 60 HZ, THE PHOTO- CELL SHALL BE A SOLID STATE DEVICE WITH STABLE TURN-ON VALUES IN THE TEMPERATURE RAKE - 55 DEGREES C TO •70 DECREES C. THE PMRTO-CELL SCULL BE MONIED EXTERNALLY ON TOP OF THE LLMINAIRE. IN A CONTACTOR-CONTROLLED SYSTEM, THE PHOT0.4:F1- TO CONTROL THE SYSTEM SNLL BE HDURTED GR THE UMINAIRE NEAREST TO TIE SERVICE/CON,ACTOR CABINET. THE PHOTO-CELL SHALL BE CAPABLE OF SMITCHING 1,900 WATTS OF INCADESCENT LOAD -ON- AS MIN. SuppleH t&l SiMifiCUtIMS (Rev 02/09/87) Page 56 9.29.12(1) ILUNINATION CIRCUIT SPLICES (REPLACEMENT SECTION) ALL SPLICES AND TAPS SMALL BE RACE USING SOLDERLESS CRIMP CONNECTORS ON UDER(AOIfO CIRCUITS TO SECiRELY JOIN THE MIRES BOTH MECNWICALLY AND ELECTRICALLY. ALL SPLICES SHALL EMPLOY EPDXY RESIN FILLED IN CLEAR PLASTIC MOLDS TO FORM A WATER TIGHT SEAL. ALL MATERIAL USED IN THE SPLICE NIT SMALL BE COMPATIBLE WITH THE WIRE AND ITS INSULATION AS USED IN THE LIGHTING SYSTEM. 9-29.13 TRAFFIC SIGNAL CONTROLLERS (REPLACEMENT SECTION) THE UNIT SHALL OPERATE ON 120 VOLT, 60 CYCLE, SINGLE PHASE ALTERNATING CURRENT AND 94OLL USE THE POWER LIME FREQUENCY AS A TIME BASE. THE TRAFFIC SIGNAL CONTROLLER 94ALL MEET TH! REQUIREMENTS OF THE NATIONAL. ELECTRICAL NWFACTtRERS ASSOCIATION (NEMVA) STANDARD PUBLICATIONS. CMPOEKTS SUCH AS RESISTORS, CAPACITORS, OIDOES AND TRANSISTORS SCULL BE INOIVIOLUALLY REPLACEABLE UTILIZING APPROVED STANDARD SOLDERING TECHNIQ.ES. INTEGRATED CIRM{UITS SHALL BE NOLHTED IN SOCKETS AND SHAL!_ BE EASILY REPLACEABLE WITHOUT SOLDERING. ALL COMPONENTS SMALL SE STANDARD "OFF THE SHELF- ITENS. THE TRA9'IC SIGNAL CONTROLLER 94ALL BE CAPABLE OF INTERFACING WITH THE MLLTISONIC REAL TIME, WASTER CO'%M- THE CONTROLLER 94ALL BE CAPABLE OF WIN DN-LINE OPERATION (CONTROL BY THE MLLTISDNIC WASTER COMPUTER) AND STANDBY OPERATION. THE CONTROLLER 94ALL CSTASL.I94 THE £gU.FNCE OF SIGNAL PHASES, INCUOING D\£PLAPS, IN CONFORMANCE WITH THE SIGNAL PNASIND M DIAGRAM ON THE PLANS. WHEN OPERATING THROUGH THE ON-LINE MASTER COMPUTER (MILTISONIC MASTER) THE CONTROLLER SHALL BE CAPABLE OF OPERATING EITHER IN A FI7E.D TIME MODE OR IN A PALLY-ACTUATED MOOF WITH VOLUME DENSITY ON EACH PHASE AS REQUIRED. ALL CLEARANCE TIMING AND PEDESTRIAN TIMING 9RL_ BE ACCOMPLISHED AT fHE LOCAL INTERSECTION. 9-29.13(2) FLASHING OPERATIONS (REPLACEMENT SECTION) FLASH UNIT SMALL BE A TWO CIRCUIT TYPE, CAPABLE OF SWITCHING LOADS LP TO 1000 WATTS PER CIRCUIT ALTERNATELY AT A RATE OF 60 FLASHES PER MINUTE PER CIRCUIT, PLUS OR MINUS TWO FLASHES PER MINUTE. r, 9.29.13(3) EMERGENCY PRE-EMPTION (REPLACEMENT SECTION) EMERGENCY VEHICLE PRE-EMPTION SHALL BE FURNISHED EITHER AS SEPARATE UNITS OR AS MODULES THAT PLUG DIRECTLY INTO A RACK WIRED TO ACCEPT 3-M DISCRIMINATOR TYPE UNITS. THE PRE-BpTION SYSTEM OPERATION SHALL BE COMPATIBLE WITH THE 3M COMPANY 'OPTICOM" SYSTEM WHICH THE CITY OF RENTON IS CURRENTLY USIA: AND SHALL BE CAPABLE OF BEING AC'IVATED BY THE SAME TRANSMITTERS. WHEN A PRE-t PTION DETECTOR DETECTS AN EMERGENCY VEHICLE, THE HN.SE SELECTOR SHALL HOLD THE CONTROLLER IN THE PEOIIRED PHASE OR ADVANCE DIRECTLY TO THAT PHASE AFTER OBSERVING ALL VEHICLE CLEARANCES. THE PHASE SELECTOR SMALL MOLD THE CONTROLLER IN THE PHASE SELECTED UNTIL THE DETECTOR ' NO LONGER DETECTS THE EMERGENCY VEHICLE. 4 MEN THE PHASE SELECTOR IS RESPONDING TO ONE DETECTOR, IT 94ALL NOT RESPOND TO ANY OTHER DETECTOR UNTIL CALLS FROM THE FIRST DETECTOR ARE SATISFIED. INDICATOR LIGHTS SHALL INDICATE POWER ON, , SIGNAL BEING RECEIVE, OQ4EL CALLED. SWITCHES SHALL CONTROL SYSTEM POWER AND SIMULATE DETECTOR CALLS FOR EACH PHASE. r 9-29.13(4) MIRIMD OIADRANS (REPLACEENT SECTION) THE CONTROLLER CABINET SMALL HAYE A WATERPROOF ENVELOPE WITH A SIDE ACCESS ATTACHED TO THE INSIDE OF THE CABINET ,DOOR, AT THE TIME OF DELIVERY THE ENVELOPE SMALL HAVE FOUR CDMPLETE SETS OF ..., SCHEMATICS AND MANUALS FOR ALL ASSEMBIES AD SUB-ASSEMBLIES. Supplemental Specificatims (Rev 02/09/87) Page 57 r� 9-29.13(6) RADIO INTERFERENCE SUPPRESSORS (REPLACEMENT SECTION) A COVELL-DURILEA RADIO INTERFERENCE FILTER W 10801-1 30 AMPS OR EQUIVALENT SMALL BE USED TO FILTER THE A.C. POWER. ADDITIONALLY, ALL POWER SPPLIES SMALL HAVE NOISE IMMUNITY FROM OTHER DEVICES WITHIN THE CABINET. 9-29.13(7) TRAFFIC-ACTUATETj CONTROLLERS (REPLACEMENT SECTION) ALL TIMING FUNCTIONS AND INPUT AND OUTPUT FEATURES FOR FULLY-ACTUATED, VOLUME-OOISITY OPERATION SMALL BE PROVIDED IN ACCORDANCE WITH MENA STANDARDS. THE CONTROLLER SHALL PROVIDE FOR SETTING EACH TIMING INTERVAL BY MEALS OF POSITIVELY CALIBRATED SETTINGS. THE TIMING FUNCTIONS SMALL BE ON THE FRONT OF THE CONTROLLER UNIT OR 94A.L HAVE KEYBOARD ENTRY AND LIQUID CRYSTAL DISPLAY. FOR THE STANDBY OPERATION, THE TRAFFIC SIGIAI. CONTROLLER SMALL INCLUDE ALL CIRCUITRY REQUIRED TO PROVIDE ALL TIMING AND ALL FUCTIONS FOR SIGNAL OPERATION IN A FULLY-ACTUATED NODE. STANDBY OPERATION SHALL AUTOMATICALLY OCON UPON OPENING OF INTERCONNECT LINES, FAILURE OF CENTRAL MASTER COMPUTER, OR MEN S'EECIFIED BY THE MASTER. THE STANDBY OPERATION SCULL FOLLOW AND BE COINCIDENTAL IN PHASE TO THAT PHASE BEING DISPLAYED AT THE START OF STANDBY OPERATION. TRANSFER FROM COMPUTER SPERVISION SMALL MALT CALL UP A STARTING YELLOW. 9-29.13(7)A ENVIRONMENTAL. PERFOF%NCE AND TEST STANDARDS FOR SOLID-STATE TRAFFIC CONTROLLERS (REPLACEMENT SECTION) THE TRAFFIC SIGNAL CONTROLLER ASSEMBLIES, INCLUDING THE TRAFFIC SIGAL CONTROLLER, ALA(ILIARY CONTROL EQUIPMENT AND CABINET SMALL BE SOP TESTED TO THE SATISFACTION OF THE ENGINEER. TESTING AND CHECK-OUT OF ALL TIMING CIRCUITS, PHASING AND SIGNAL OPERATION SMALL BE AT THE CITY OF RENTON SIGNAL SHOP, RENTON, WASHINGTON. THE SIGNAL SOP WILL MACE SPACE AVAILABLE TO THE CONTRACTOR FOR THE REQUIRED TEST DEMONSTRATIONS. THE CONTRACTOR SHALL ASSEMBLE THE CABINET NO RELATED SIGNAL CONTROL EQUIPMENT READY FOR TESTING. A C041LETE DEONSTRATION BY THE CONTRACTOR OF ALL INTEGRATED COMPONENTS SATISFACTORILY FUNCTIONING SALL START THE TEST PERIOD. ANY MALFUNCTION 94ALL STOP THE TEST PERIOD UNTIL ALL PARTS ARE SATISFACTORILY OPERATING. THE TEST SHALL BE EXTENDED UNTIL A PGNIMN OF 72 HOPS CONTINUOUS SATISFACTORY PERFORMANCE OF THE ENTIRE INTEGRATED SYSTEM H45 BEEN DEMONSTRATED. THE DEMONSTRATION BY THE CONTRACTOR TO THE ENGINEER OF ALL COMPONENTS FUNCTIONING PROPERLY SMALL NOT RELIEVE THE CONTRACTOR OF ANY RESPGNSISIL•TY RELATIVE TO THE PROPER FUCTIONING OF ALL AFORESTATED CONTROL GEAR MEN FIELD INSTALLED. 9-29.13(7)8 AUXILIARY EQUIPMENT FOR TRAFFIC ACTUATED CONTROLLERS (REPLACEMENT SECTION) POWER SWITCHES THERE SMALL BE A MAIN POWER SWITCH INSIDE THE CABINET THAT SHALL RENDER ALL CONTROL EQUIPMENT ELECTRICALLY DEAD WHEN TUBED OFF. THERE 94ALL BE A CONTROLLER POWER SWITCH THAT SHALL RENDER THE CONTROLLER AND LOAD SMITCHTNG DEVICES ELECTRICALLY DEAD WHILE MAINTAINING FLA-91INC OPERATION FOR PUMOSES OF CHANGING CONTROLLERS OR LARD SWITCHING DEVICES. STOP TIME BYPASS SWITCH THERE 94ALL BE A SWITCH IN THE CABINET IDENTIFIED AS THE STOP TIME BYPASS SWITCH. IF THE INTERSECTION IS PLACED ON FLASHING OPERATION EITHER BY THE FLASH SWITCH OR THE FAIL SAFE MONITOR, THE CONTROLLER SHALL IMEDIATELY STOP TIME. THE STOP TIME BYPASS SWITCH 94ALL REMOVE STOP TIME FROM THE CONTROLLER AND PERMIT NORMAL CYCLING OPFAATION WHILE THE INTERSECTION REMAINS IN FLASHING OPERATION. DETECTOR TEST SWITCH EACH VEHICLE AD PEDESTRIAN PHASE SHALL HAVE A MOMENTARY (SPRING RETURN) OETsCTOR TEST SWITCH. WHEN DEPRESSED, THE SWITCH SHALL RACE A CALL ON ITS RESPECTIVE SI(NAL PHASE. SADRle tal Specifications (Rev 02/09/87) Page 58 9-29.13(7)8 CONTINED THE CONVENIENCE OUTLET AND L1Up SOCKET A CONVENIENCE OUTLET PROTECTED WITH A GROUND FALLT INTERRUPTER ANC AN INCANDESCEv _Aw >:t;_ 94ALL BE FURNISHED IN THE MAIN CABINET. A ODOR SWITCH FOR THE LAMP SHALL BE PROVIDED. Tti,S CIRCUIT SHALL BE PROTECTED BY A CIRCUIT BREAKER RATED AT 20 AMPS. FAIL SAFE LNgT FAIL SAFE UNIT 94ALL MONITOR BOTH THE POSITIVE AND NEGATIVE PORTIONS OF THE A.C. SINE WAVE FOR ALL GREEN, AMBER AND PEDESTRIAN WALK INDICATIONS. 711E DURATION OF A DISPLAY OF CONFLICTING INDICATIONS BALL HOT BE LOG ENOUGH TO BE VISIBLE TO MOTORISTS OR PEDESTRIANS BEFORE THE MONITOR INITIATES FLASHING OPERATION. THERE SMALL BE A VISUAL INDICATION THAT THE MONITOR HAS PREEMPTED NORMAL OPERATION. SURGE PROTECTOR (LIGHTING ARRESTER) THE CONTROLLER SHALL WAVE AN INPUT VOLTAGE SiR 7 PROTECTOR THAT SALL PROTECT THE CONTROLLER INPUT FROM ANY VOLTAGE SURGES THAT CODA DAMAGE THE CONTROLLER OR ANY OF ITS COMPONENTS. FIELD WIRING TERMINAL THERE BALL BE A TERMINAL STRIP FOR FIELD WIRING IN THE CONTROLLER CABINET. THE TERMINALS SMALL BE NUMBERED IN ACCORDANCE WITH THE SCHI)ATIC WIRING OIAGRIW ON THE PLANS. IF A DIFFERENT NUMBERING SYSTEM IS USED FOR THE CABINET WIRING , THEN OOTH NlBEAS 94ALL LABEL EAO1 TERMINAL AND THE CABINET WIRING SCHEMATIC DRAWINGS BALL INCLUDE THE FIELD WIRING NUBERS WHERE THE TERMINAL STRIP IS ILLUSTRATED. A CD64ON BUS BAR WITH A MINIMUM OF I� TERMINALS ANp A 01OLM BAR WITH A MINIMUM OF 6 TERMINALS 94PLL BE PROVIDED. CONFUTER INTERFACE LIMIT INTERFACE COMMUNICATION DEVICES SAIL BE DESIGNED AS SEPARATE UNITS OR AS MODULES THAT PLUG DIRECTLY INTO THE CONTROLLER CASE. THE COMMUNICATION DEVICES SMALL BE USED FOR ON-LINE CONFUTER CONTROL OF THE INTERSECTION AND SHALL BE CAPAFLE OF TPAN94ITTINO ALL DETECTOR AND SIGNAL STATUS IWORMATION AND RECEIVING AND DECODINr, COMMAND INNFORMATION FROM THE COiVTER ALL IN CO NTORIYVDE AND WITHIN THE CAPABILITY OF THE MULTISONIC WASTER CONFUTER UNIT AND THE INTERCOlECT CABLES. 9-29.13(7)0 CONTROLLER CABINETS (REPLACEENT SECTION` •� EACH TRAFFIC CONTROLLER CA81 T 94ALL PROVIDE A WEATHERPROOF HOUSING AM HAVE THE FOLLOWING REQUIREENTS: 1. CONSTRUCTION SMALL BE OF SHEET STEEL. 2. THE CABINET AlALL CONTAIN SHELVING, GPACAETS, RACKS, ETC. TO SFPORT THE CONTROLLER ANT) ALL AUXILIARY EQUIPMENT. 3. THE CABINET SMALL BE OF AOF.QUATE SIZE M PROPERLY HOUSE THE CONTROLLER AND ALL AUXILIARY '.� EQUIPMENT AND ANY REQUIRED APRRTENANCES. A. THE CABINET SHALL HAVE A FILTERED AIR INTAKE AND A VENT FAN. THE AIR INTAKE FILTER SHA-- BE CAPABLE ON IMPEDING FOREIGN BODIES, SUCH AS DUST, LINT, ETC. THE VENT FAN SHALL BE IN THE TOP OF THE CABINET AND THERMOSTATICALLY CONTROLLED. S. THE CABINET DOOR SHALL BE PROVIDED WITH THE FOLLOWING: A. THE TWIN DOOR OF THE CABINET SMALL INCLUDE A TWO POSITION BAR STOP AND SMALL BE SECURED WITH A BEST TYPE LOCK. THE MAIN DOOR SMALL ALSO CONTAIN A POLICE DOOR WITH A CONVENTIONAL POLICE LOCK. INSIDE THE PLICE PANEL HERE SMALL BE A SIGNAL ON-OFF SWITCH WHICH SHALL PROHIBIT ANY SIGNAL DISPLAY IN THE FIELD BUT WILL ALLOW THE CONTROL. EQUIPMENT TO OPERATE Mr WHEN PLACED IN THE •OFF• POSITION. A SECOND SWITCH SHALL BE THE AUTO-FLASH SWITCH. MEN PLACED IN THE "FLASH" POSITION, CONTROLLER POWER SMALL REMAIN ON AND CONTROLLER SHALL STOP r Suppinmmtel Specificetiom (Rev 02/09/87) Mge 59 9-29.13(7)D CONTINED TIME DEPENDENT ON SWITCH SETTING ON THE AUXILIARY PANEL DESCRIBED LATER. 0. THE CABINET 94ALL HAVE A METAL ETCH PRIMER COAT UNDER THE FINISH COAT. THE FINISH PAINT COAT SHALL BE A DURABLE ALUMINUM OR HANERTONE GRAY, OR SIMILAR IN COLOR, CAPABLE OF PREVENTING RUST FOR A MINI" OF FIVE (5) YEARS. c. BOTH ODORS (MAIN AND POLICE PANED SMALL HAVE ONE-PIECE WEATHER4Wi0W NEOPRENE GYS,(Et S. 9-29.15 FLASHING BEACON CONTROL - DELETE 9-'9.16 YEHICCLAA SIGNAL HEAT5 REPLACEMENT SECTIOA) VE41CULM SIGNAL HEADS SWILL HAVE 12 INCH LENS SIZES UNLESS SHOWN OTHERWISE ON THE SIGNAL PLANS. VEHICULAR SIGNAL HEAD HOUSINGS SHALL CONSIST OF SEPARATE SECTIONS AM BE JMANDABLE TYPE FOR VERTICAL MOUNTING. LENS SHALL BE GLASS AND MEET I.T.E. SPECIFICATIONS FOR LIGHT OUTPUT. REFLECTORS 94ALL BE ALZAC. EACH SIGNAL HEAD SHALL HAVE A 1/4 INCH GRAIN 110.E IN ITS BASE. VEHICLE SIGNAL HEADS SHALL BE CAST AL MINM. ALL SIGNAL HEADS BALL INCLUDE A BACK PLATE 5 INCH SDJNE CUT BOTTM. SIGNAL HEADS, INCLUDING OUTSIDE OF VISORS AND BAG( OF BAG( PLATES SHALL BE FINI9ED WITH TWO COATS OF FACTORY-APPLIED TRAFFIC SIGAL YELLOW BAKED ENAMEL. THE INSIDE OF THE VISORS AND FRONT OF BALK PLATES SHALL BE FINI9ED WITH TWO COATS OF FACTORY-APPLIED FLAT BACK ENAMEL. MOUNTING HARDWARE WILL PROVIDE FOR A RIGID COaECTION BETWEEN THE SIGNAL HEAD AND MAST ARM. ALL MDUMINC RV OWARE WILL BE OF THE TOP-MOUNT PLU BIZER TYPE AS SHOWN ON THE STANCARD PLANS. POSITIO. OF THE SIGNAL HEADS SHALL BE LOCATED AS CLOSE AS POSSIBLE TO THE CENTER OF THE LANES. SIOWL HEADS SMALL BE MOUNTED ON THE MAST ARM &JCH THAT THE RED INDICATORS LIE IN THE SAME PLANE AMD SUCH THAT THE BOTTOM OF THE HOUSING OF A SIGNAL HEAD SHALL NOT BE LSS THAN 16 FET 6 INCES NOR MORE THAN 17 FEET 6 INCHES AHOVE THE GRADE AT THE CENTER OF THE ROADWAY, ALL BOLTS BALL BE STAINLESS STEEL. 9-29.16(2)A OPTICAL UNITS (REPLACEMENT SECTION) THE HEAD OPTICAL WITS 94ALL CONSIST OF LENS, REFLECTORS, LAP HOLDERS, AND TRAFFIC SIONAU. LAPS VISIBLE TO THE TRAFFIC BEING CONTROLLED AT DISTANCES FROM 10 FEET TO 500 FEET L04DER ALL LIGHT AMD TRAFFIC CODITI(NS EXCEPT DENSE FOG. ALL B INCH CONVENTIOPAL HEADS SMALL EMPLOY 67 OR 69 MATT TRAFFIC SIGNAL LAMPS RATED FCR 130 VOLT OPERATION, 595 MINIMUM INITIAL LIENS, 665 MINIMUM INITIAL LUMENS, $000 HER. RATED LIFE, 2 7/16 INCH LIGHT CENTER LENGTH, A-21 BLLE, MEDIUM BASE, CLEAR IN COLOR. TWELVE INCH CONVENTIOAL HEADS SHALL BE FUORISED WITH 165 WATT TRAFFIC SI04AL LAMPS RATED FOR 130 VOLT OPERATION, 1730 MINIMUM INITIAL LUMENS, $000 M RATED LIFE, 3 INCH LION CENTER LEAMN, P-25 BLLB, MEDIU BASE, CLEAR IN COLOR. ALL HUBS BALL BE INSTALLED WITH THE FILAMENT OPENING POINTED UP. ALL SIGNAL LENSES 94ALL BE OF THE COLOR, SIZE AND SHAPE AS INDICATED ON THE CONTRACT PLANS AND SPECIFICATIONS. THE LENS DESIGN SHALL GIVE AN OUTWARD AND DOWNWARD DISTRIBUTION OF LIGHT WITH A MINIMUM ABOVE THE HORIZONTAL. THE LENS 94ALL BE MASS AND SHALL FIT IN TO A NEOPREE OUSXET IN SUCH A WAY TO F&M THE INTERIOR OF ME LENS NO REFLECTOR WEATHERPROOF AHD OUST-TIER. THE REFLECTOR SHALL BE ONE PIECE, ALM ALUMINUM C(IF00UNG TO I.T.E. STANDARDS. THE OPTICAL LIMIT SHALL BE DESIGEC TO PREVENT ANY OBTECTIOABLE REFLECTION OF THE SN'S RAYS EVEN AT TIMES OF THE DAY WHEN THE SUN MAY SH:NE DIRECTLY INTO THE LENS. SLVRIe tal SPecl Fltatlms (Rev 02/09/87) Page 60 r _ 9-29.16(2)E PAINTING SILL HEADS (REPLACEMENT SECTION) rSIGNAL HEADS, INCLUDING OUTSIDE OF VISORS AND BACK OF BACK PLATES SHALL BE GINISED WITH TWO COATS OF FACTORY-APPLIED TRAFFIC STMAI. YELLOW BAKED-ENAEL. THE INSIDE OF THE VISORS MO FRONT OF BACK PLATES SHALL BE FINISEL WITH TWO COATS W FACTORY-APPLIED FLAT SLACK ENAMEL. 9-29.16(3) POLYCAR90NATE TRAFFIC SIGNAL HEADS - DELETE 9-29.16(3)A 8 INCH POLYCARBONATE TRAFFIC SIGNAL HEADS - DELETE 9-29.16(3)8 12 INCH POLYCARBONATE TRAFFIC SIGNAL `EPOS - DELETE 9-29.17 SIGNAL HEAD MOUNTING BRACKETS AND FITTINGS (REPLACEMENT SECTION) VEHICLE AM PEDFSTF.JN HEAD MONTiNC HARDWARE SHALL BE AS INDICATED ON THE CONTRACT PLANS AND DETAIL SHEETS. ALL MOUNTING HARDWARE SHALL BE PAINTED WITH TWO COATS OF FACTORY APPLIED TRAFFIC SIGAL YELLOW BWM 04ANEL. 9-29.18 VEHICLE DETECTOR (REPLACEMENT SECTIONN DETECTORS SWILL BE USED FOR ACTUATION ]F TRAFFIC ACTUATED CONTRfkLERS AND SYSTEM DETECTION OPERATION. DETECTORS SWILL BE EITHER NCNETOMETER TYPE, INDICTION LOW TYPE, OR OTHER TYPES AS N , SPECIFIED IN THE CONTRACT. 9-29_16(1) INDICTION LOW DETECTORS (SUPPLEMENTAL SECTION) +w DECTOR AM'LIFIERS 94ALL BE SARAMTA MODEL 2156 OR DETECTOR SYSTEMS MODEL 810A OR EQUAL. r"M 9-29.20 PEDESTRIAN SIGNAL (REPLACEOENT SECTION) �W PEDESTRIAN SIOOL LEADS SHALL BE THE NEON GRID TYPE, OR OTHER TYPES AS SPECIFIED IN THE CONTRACT. P+ THE HEADS SHALL DISPLAY TWO SYMBOL MESSAGES. 'HAND' (FOR THE DO HOT WALK MODE) IN PORTLAND MANGE 4N AND '%AN' (FOR THE WALK NODE) IN LUNAR WHITE. THE MESSAGE MODULE SHALL CONSIST OF Two NEON GAS TUBES ENCLOSED IN A HOUSING MACE W POLYUIRBONATE PLUS:IC. THE LENS MATERIAL SHALL BE POLYCAABONATE PLASTIC. HOSINGS SHALL BE DIE CAST ALUMINUM AND SWILL BE PAINTED WITH TWO COATS W I° FACTORY APPLIED TRAFFIC SIOW YELLOW BAKED EWVEL. THE VISORS SHALL BE RAT BLACK IN COLOR. �.e 9-29.20(2) NEON GRID TYPE (REPLACEMENT SECTION ALL HEW GRID NERDS SHALL BE EQUIPPED WITH 2-CRATE TYPE VISORS MADE W PO.YCARSOMATE PLASTIC DESIGED TO ELIMINATE EM WAMTOM. THE MESSAGE MMDOLE SHALL BE PROVIDED WITH ELECTRICAL CONTACTS WHICH PLUG DIRECTLY INTO RECESSED CONTACTS IN THE TRANSFORMER ENCLOStFE MEN THE MODULE IS IN ITS PROPER POSITION. THE POWER SUPPLY TO OPERATE THE ME$SACE MODILE SNLL BE 115 VAC WITH THE -HAD' SYN 3L OPERATING ON A 45 WATT WAX. ADD THE 'MAN' SYMBOL OPERATING ON A 38 WATT MAX. 9-29.21 FLASHING SFACON - DELETE w 9-29.24 SERVICE CABINETS (REPLACEMEW SECTION) MMW THE SIONAL/STREPT LIGHTING SERVICE CABINET SWILL BE AS INDICATED ON THE CONTRACT PLANS AND DETAIL SHEETS. ALL ELECTRICAL CONDUCTORS, BUSS BARS AND COP"TOR TERMIWILS SHALL BE COPPER OR BRASS. THE CABINET SHALL BE FABRICATED FROM GALVANIZED COLD ROLLED SHEET STEEL, WITH 12 GAUGE USED FOR EXTERIOR EFFACES AND la GAUGE FOR INTERIOR PANELS. DOOR MINCES SHALL BE THE CONTINUOUS QNCEALED PIANO TYPE AND NO SCREWS, RIVETS OR BOLTS SHALL BE VISIOLE OUTSIDE THE ENCLOSFE. THE CABINET DOOR ISMALL BE FITTED FOR A BEST INTFNNL TYPE LOOK. THE CABINET SHALL HAVE VENTILATION LOUVERS ON THE LOWER AND UPPER SIDES COMPLETE WITH SCREENS, FILTERS AND HAVE RAIN TIGHT GASKETS. THE CABINET DOOR WM SHALL HAVE A ONE PIECE HEATHER PROOF NEOPRENE GASKET, r. Supplemental Specifications (Rev 02/09/67) Page 61 9-29.24(1) PAINTING (REPLACEMENT SECTION THE FINISH COAT SHALL BE A FACTORY BANREO ON ENAAEL LIGHT GREY IN COLOR. THE GALVANIZED SURFACE `ALL BE ETCHED BEFORE THE BALD ON ENNEL IS APPLIED. THE INTERIOR SHALL BE GIVEN A FINISH COAT OF EXTERIOR GRADE OF WHITE METAL ENAMEL. 9-29.24(2) ELECTRICAL CIRCUIT OREAKERS AND CONTACTOLS (REPLACEMENT SECTION) THE ELECTRICAL CIRCUIT BREAKERS AND CONTACTORS SMALL BE AS INDICATED ON THE CONTRACT PLANS AND DETAIL BEETS. THE FOLLOWING EQUIPMENT SMALL BE FEATURED WITHIN THE CABINET: 9-29.2a(2) CONTINUED 1. MAIN CIRCUIT BREAKER 2. BRANCH CIRCUIT BREAKERS 3. UTILITY PLUG (120 VOLT-20 AMP RATED) G.F.I. TYPE /. LIGHT CONTROL TEST SWITCH (120 VOLT-15 ARP) S. CONTACTOR RELAY FOR EAOH CIRCUIT 6. DOUBLE POLE BRANCH WiVaD1 (S) FOR LIGHTING CIRCUITS (240 VOLT) 7. ONE 120 VOLT, 20 AMP SINGLE POLE SWCH EREAKER (FIR UTILITY PLUGS) 8. TYPE 3-SINGLE PHASE 120/240 VOLT GROUNDED NEUTRAL SEIRVICE 9. ONE 120 VOLT b AMP SINGLE POLE BRAL1/ NWAKER (SINAL SERVICE) 10. COPLETE PROVISIONS FOR 16 BREAKER POLES 11. NAME PLATES PHENOLIC BACK WITH MATE ENGRAVING EXCEPT TIF MAIN BREAKER WHICH SMALL BE RED ■ITN WHITE LETTERING. ALL WARE PLATES SHALL BE ATTACHED BY S.S. SCREWS. 12. METER BASE SECTIONS ARE UNNECESSARY 9-29.25 AMPLIFIER. TRANSFORMER AN, TERMINAL CABINETS (REPLAMME]VT SECTION) THE POLE WUMTED TERMINAL BOX SHALL BE MADE OF MOLDED FIBERMASS, BE GREY IN COLOR, 8E I APPROXIMATELY 16• HIGH x 13_7/8" WIDE x 5-7/8• DEEP AND HAVE A MINIMUM OF 16 TERMINALS ON THE TERMINAL ELOC(S. THE BOX S AJ. BE MEATIER TIGHT, HAVE A SINGLE ODOR WITH CONTINUOUS HINGE ON ONE SIOE AND SCREW HOLD DOWNS ON THE DOOR LOVING SIDE. ALL HARDWARE WILL 8E STAINLESS STEEL. 9-30.1A DUCTILE IRON PIPE (PARTIAL REPLAC04W SECTION) PARAGRAPH l: REPLACE "CLASS 53 and CLASS SO- WITH 'CLASS 32- 9-30.2A FITTINGSS - DUCTILE IRON PIPE (ADDITIONAL SECTION CAST IRON AND DUCTILE IRON FITTINGS SWILL BE CEMENT LARD, PRESSURE RATED A, NOTED ON PLANS, AND IN ACCORDANCE WITH ANSI/AWWA C110/A21.30-82. CDENT LINING 94ALL BE IN ACCORDANCE WITH ADI/AWWA A104/A21.4 95. ALL FITTINGS SWA.L BE MANUFACTURED IN THE UNITED STATES Or AAERICA. TYPE OF ENDS SHALL BE SPECIFIED AS PUSH-ON JOINT (TYTON), MECVNICAL JIOR(MJ), PLAIN END(PE), FLANG;D(FL), OR SCREWS). GASQT MATERIAL FOR FLAVORS SMALL EE IEGWEM, DORM, CHLORINATED BUTYL, OR CLOTH_ INSERTED RUDDER. RLBORR GASAET JOINTS BALL SE IN ACCORDANCE WITH ANSI/AWWA Clll/C21.11-8C. FLANGES (THREAOED) SWILL BE IN ACCORDANCE WITH ANSI/AWWA C115/A21.15.83. IF FITTINGS ARE 3 INOES TO 12 INUES IN DIAJET0 AND HAVE NECHIWICAL, P-1.10 , OR PLAIN-END JOINTS, THE FITTINGS STALL BE IN ACCORDANCE WITH EITHER ANSI/AWWA CI10/AC1.10-82 Di FORS?/AMWA C1S3/A21.33-M. 3 INCH TO 12 INCH DIAMETER FITTINS WHICH HAVE BOTH PUSH.-ON (TYTON), OR PLAIN-ETD, OR IECWWICAL JOINTS AND FLANGED JOINTS BALL BE IN ACCORDANCE WITH ANSI/AWWA C110/A21.10.82 OR A CONBIHATION OF ANSI/AWWA C110/A21.1U.82 AND ANSI/AWWA C153/A21.53-84 SUCH THAT THE PORTION OF THE FITTING WITH A PIISNN-ON (TYTON), PLAIN-END. OR MECHANICAL JOINT(S), MAY BE IN ACCORDANCE WITH ANSI/AWWA C353/A21.53- 84 AD THAT PORTION OF THE FITTING WITH FLANGED JOINT(S) SHALL BE IN ACCORDANCE WITH ANSI/AWWA C110/A21.10-82. SMWlem tal Specifications (Rev 02/09/87) Page 62 9-30.2A CONTINUED ACCEPTANCE TESTING IN ACCORDANCE WITH SECTION 53-5.3 OF ANSI/AWWA C153/A21.:3 84 OR WITH SECTION 10- 4.3 OF ANSI/AWWA C110/A21.:0-82 94A.L BE OBTAINED BY THE COAFTRACTOR AND TPAK94ITTED TO THE ENGINEER TOGETHER WITH A CERTIFICATION, ON A FEN S(FPITED By THE CITY, THAT ALL FITTINGS MEET THESE SPECIFICATIONS PRIOR TO INSTALLING ANY PIPE OR FITTINGS UNDER THIS CONTRACT, 9-30.3A GATE VALVES (PARTIAL REPLACEMENT SECTION) REPLACE PARAGRAPH 1 WITH: I VALVES SHALL BE DESIGNED 'Ui N MINI" WATER OPERATING PRESSURE OF 200 PSI. GATE VALVES SHALL BE CLOW LIST 14, MUELLEN COPANI NO. A2380, KDOMMY, DR Wm. APPROALA'. OF VALVES OTHER THAN MODELS SPECIFIED SHALL BE OBTAINED PRIOR TO BID OPENING. 41 GATE VALM•ES LESS MAN 12• IN DIAMETER SHALL INCLUDE AN B• x 24" CAST IRON GATE VALVE BOX •.O EXTENSIONS, AS REQUIRED. ALL 12• DIAMETER AND LARGER GATE VALVES SHALL BE INSTALLED IN A VAULT. SEE WATER STANDARD DETAIL FOR 12• GATE VALVE ASSEMBLY VAULT AND I- BYPASS INSTALLATION. 9_30.3E VALVE MARKER POSTS (PARTIAL RERACEMENT SECTION) REPLACE PARAGRAPH 1 WITH: VALVE MARKER POSTS 94ALL BE INSTALLED AT THE DISCRETION OF THE CITY IN THOSE UNPAVED KEAS gFRE THE TOP OF THE VALVE BOX COULD BE COVERED BY WEEDS, SHRUBS, BARK OR OTHER MATERIALS. THE VALVE MARKERS SHALL BE FA9RICATED AND INSTALLED IN C0FORMANCE WITH THE STADIRO DRAWINGS. 9-30.5 HYDRANTS (REPLACEMENT SECTION) e FIRE HVDFANTS SHALL BE IOWA, OR APPROVED EQUAL. APPROVAL MUST BE OBTAINED PRIOR TO BID OPENING. M r 1-30.5A END CONNECTIONS (OER.ACEHENT SECTION) ki HYDRANTS SHALL BE CONSTRUCTED WITH MECHANICAL JOINT CONNECTION UNLESS OTHERWISE SPECIFIED IN PROPOSAL DESCRIPTION. '' 9-30.58 HYGRPNRT OIMfN$IONy (PARTIAL REPLACEMENT SECTION) REPLACE PARAGRAPH 1 WITH: H FIRE HYDRANTS SHALL BE COREY TYPE (Lkl-NING WITH THE PRESSURE) COFORMIN(I TO AWWA C-504-80 WITH A 6 INCH INLET AND A M.V.C. OF 5 INCHES, TWO 2 1/2 INCH HOSE NOZZLES WITH NATIONAL STANDARD 7 1/2 THREADS PER INCH AND ONE 4 INCH PIPER NOZZLE WITH THE NEW SEATTLE PATTERN 6 THREADS PER A, INCH, 60 DEGREES V. THREADS, O.D. THREAD 4.875 AND ROOT DIAETER 4.6263, 1-1/4- PQRTAGON OPERATING NUT OPENED BY TIPNINC COUNTER CLOCKWISE (LEFT). r, w is Supplemental Speciflcatims (Rev 02/09/B7) Page 63 A M ►A SPECIAL PROVISIONS �r IE }# i/ 1 t� ■ CITY OF RENTON 1988 Steel Water Main Replacerents in N.E. 2nd and N.E. 24th Street 7 SPECL+L PROVISIQS I-% CONTROL CF WOW, 1-05.5(2) CONSTRUCTION STWCING (SLPPLDfNTAL SECTICN) Construction staking and as built rates shall be supplied by the City 1-07 LEGAL RELATIM APO RESPONSIBILITIES TO THE PUBLIC 1-07.16 PROTECTION 'WO RESTORATICN OF P< -ERTY (SLPPLDENTAL SECTION) Private property such as plants, shrubs, trees, fences, and rockeries within the public right-of- way or Easements shall be reroved and restored tk, the satisfaction of the property owner. It shall be the contractors responsibility to notify ea.h property owner when it is necessary to rerove such irprovawts to facilitate the contractors progress, and to rerove those improvements w+ to locations requested by the property owner or to restore then in their original location in as near original condition as possible. All lawn within the area to be disturbed by the contractors operctiorns shall be cut with a sod cutting machine, rmoved and stared. The sod shall be A, protected and kept watered. After replacerent the disturbed lawn areas shall be watered a mininm of four (4) times a week for three seeks. The watering shall be of such duration as to soak the replaced sods thoroughly and prrnote good root growth. Such riroval and restoration shall be considered incidental to the contract and no further capensation will be inade. 4r 7-11 PIPE IN.STALATICN FOR VOTER MAINS 7-11.3(09)A CONNECTION TO 'EXISTING MAINS (VPLETENTAL SECTION) l All corrections to existing veins shall be made by City forces. 7-15.3 SERVICE CONH MCNS 7-15.3 CONSTRUCTION DETAILS (SLYPUEhENTAL SECTION) All existing services shall be replace by passing a high stre 1th steel wire through the existing galvanized service and pulling the old service out while pull rg the new copper service in. No open cutting of the road will be allowed for services unless ,t is not possible to replace a service by pulling, jacking or spudding. No paym nit fcr lawn or landscaping restoration will be made. All costs for restoration shall be included in the price of the service connection Type I, 11, or III. M STANDARD DRAWINGS f4 (4 c2 e CITY OF RENTON DEPARTMENT OF PUBLIC WORKS 101NTS: OUNMY JOINTS SHALL BE PLACED NOT TO EXCEED 15' C/C NOR LESS THAN 10' C/C. THEY SHALL NUT OE LESS THAN 3/16" IN THICKNL 3S AND SHALL BE OF THE SAME DIMENSIONS AS THE CURB AND GUTTER EXCEPT .MAT IT SHALL EXTEND ONLY 2 1/4" INTO GUTTER SECTION. 1/2" THRU JOINTS SHALL 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 CUTTER SECTION THEY SHALL BE EDGED. E-1/2 tj r CEMENT CONCRETE L 18� _ CLASS B (3/4) CONCRETE: CONCRETE SHALL BE CLAFS B (3/4") AIR ENTRAINED PORTLAND CEMENT ow CONCRETE. FORMS: FORMS SHALL RE STEEL FOR STRAIGHT SECTIONS AND WOOD FOR CURVED SECTIONS. FORMS SHALL BE TRUE TO LINE AND GRADE AND SECURELY STAKED. THE l" IADIUS 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 +y 1/2.R 9"12 I T. j'R N 8.1/2 1/2 R _ I R -�- I SEE CITY OF RENTON STANDARD DETAIL FOR OE?RESSED DRIVEWAY CURB AND GUTTER TYPE D. CEMENT CONCRETE CURB a GUTTER TYPE 11WI DATE 8/87 SHEET 2.1. F` CITY OF RENTON DEPARTMENT OF PUBLIC WORKS JOINTS: DUMMY JOINTS SHALL BE PLACED NOT TO EXCEED C 5 1 ' /C NOR LESS THAN 10' C/C. THEY SHALL NOT BE LESS THAN S IN THICKNESS nNUSHALL DE OF THE SAME DIMENSIONS AS THE CURB AND CUTTER EXCEPT TIIAT IT SHALL EXTEND ONLY 2 1/4" INTO CUTTER SECTION. �Z 1•• w 3p� N S;y/N 1. j. s PLAN o NT$ 1/2" THRU JOINTS SHALL BE PLACED AT EVERY OTHER DUMMY JOINT MEASUREMENT, AT POINTS OF TANGENCY ON STREETS, ALLEYS ANO DRIVEWAY RETURNS. ALL JOINTS SHALL BE CLEAN AND IN THE CUTTER 04 SHALL BE EDGED. SECTION THEY i 1'•R I' 18" SECTION A-A CONCRETE: CONCRETE SMALL BE CLASS 0 (J/A») AIR ENTRAINED POR Tl ANO CEMEN LiTS 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 CURD MAY BE le 8Y EDGER DR BUILT INTO FACE FORM. 1" RADIUS ON LOWER FACE OF CURB WILL BE FORMED BY THE FI)CE FORM. ka SEE CITY OF RENTON STANDARD DETAIL FOR DEPRESSED DRIVEWAY CURB AND CUTTER TYPE 0. STD. DEPRESSED CURB a GUTTER- TYPE II DTI DATE 1 /87 SHEET " — CITY OF RENTON DEPARTMENT OF PUBLIC WORKS CEM CONC CURB e GUTTER 11A I/2��%4�� EXPANSION MATERIAL 1/2 X4 EXPANSION MATER1/4"R AT JOINTSIA " R AT JOINTS W SCORE LINES TO BETO CURB B GUTTE 3I/2'� % 9" E%PAHSIDNI/4" R AT JOINTSSCORE LINES W% WIDTH OF SIDEWA p w 1y GENERAL NOTES p4 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 EXTEND 2" BELOW THE GUTTER LINE. 1/2" THRU JOINTS SHALL BE PLACED AT ALL COLD JOINTS OR AS DIRECTED BY ENGINEER AND SHALL EXTEND 1" BELOW CONCRETE. I/-1/2 SLOPE I/2'�%S'� EXPANSION MATERIAL I/2 R I I/4"/F7 SLOPE I/2 R CURB RETURN ONLY I it 1/2" R } - PAVEMENT A$ PER PLANS I j PAVEMENT AS PER PLANS 4.. 4. Vf STANDARD CEM. CONC CURB P Rl TpN04RD CEM CONC CURB E GUTTER GUTTER SECTION A- A SECTION B-B SEE SHEET 2.5.1 FOR ROADWAY DEVELOPMENT STANDARDS WHERE THE SIDEWALK IS TO BE PLACED AGAINST THE CURB AND CUTTER, THE JOINT SHALL BE A COLD JOINT. 1/2" X S" EXPANSION MATERIAL SHALL BE PLACED FROM PT. 'S TO PC.'S AT ALL CURB RETURNS. 1/2" X 4" EXPANSION MATERIAL SHALL BE PLACED AT EVERY THIRD SIDEWALK PANEL. THE CONCRETE MIX FOR SIDEWALKS SHALL CONFORM TO THE REQUIREMENTS 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. " ., TYPICAL SIDEWALK DETAIL DATE I/87 SHEET 2.2.1 co J/2"J(1" EXPANSION MATERIAL NOTE: 16 O TDI (TYPICAL) ENV CROSSWALK �CRDSSWALK RAMP TEXTURING TO BE DOME All- EYPANOeD MEI'L N r GRATE PLACED Rx0 REMOVED FROM NET COxClEIE ID m LEAVE A DIAMOND PATTERN AS SHOWN. INC LONG ` I AXIS Of INC DIAMOM6 PAIICRM SHALL BE PERPEM- DICUL AR TO THE CURB. GROOVES SMALL BE 1/8' T I DEEP AND I/A• AIDE. CURB RAMP SHALL NOT BE POURED INTEGRAL •1TH tY MYYIIY/J 51DEWALK OR PAVEMENT AND 44LL BE ISOLATED By mP�P� _ EXPANSION ,)DINT M47ESIAL Dx ALL SIDES, BUT Not m PEIENL A AT END Of RAMP ADJACENT TO ROADWAY PAVEMENT. n SINGLE DI7ONAL RAMP ` CROSSWALK INLETS SMALL BE 50 LOCATED THAT RUNOFF GOES NOT rn Tc FLOW PAS) THE CURB DAMP. m N CO D m PAIRED RAMP WITHI APED SIDES ' C7 C CURB CUT ALTERNATIVES �� m 1 �"1• 00 vi v m c 2 RAMP TEXTURE DETAIL m Z� 0 3 SIDEWALK r O ..� n Z RAMP TEXTU iSOo (SEE TAIL:&NOTE) L 0 s'MDI. W r� eI� � � LANDING 4'M)N IF LESS THAN 1/2"MAX,VERT, 4 PROVIDE 112 SIDE FLARES CHANGE.(BEVEL WHERE Cn O 4'PAINTEO, "' POSSIBLE.) = D STRIPES 20.C. HANDICAPPED PARKING (Y( --i (SEE SPEC.PROVISIONS CURB CUT DETAIL m m FOR DETAILS) CONTINUOUS CURB CUT N� N-4 N V A . CITI OF RENTON DEPARTMENT OF PUBLIC WORKS J� ALTERNATE I JpP JPP' _ - EXPANSION JOINT SLOPE 6:1 A (TYP)/ i A GENERAL NOTES / I.DUMMY JOINTS SMALL NOT BE EXPANSION JOINT (TYR) rw+ LESS THAN 3/I6"IN THICKNESS AND SMALL BE OF THE SAME DIMENSION ,yam AS THE CURB B GUTTER EXCEPT THAT IT SHALL EXTEND ONLY 2.1/4l" INTO w GUTTER SECTION. VAR. VAR JPP SEE CITY OF RENTON STANDARD EXPANSION JOINT ' CETAIL FOR DEPRESSED DRIVEWAY CURS B GUTTER- 10% MAX- SLOPE M Y TYPE 0. - 6„ SECTION A-A EXPANSION JOINT a A ALTERNATE 2 I" b /J• EXPANSION JOINT(TYP) WHERE THE DRIVEWAY EXCEEDS 16 `30,y / IN WIDTH A 2"DUMMY JOINT q'f SMALL BE PLACED LONGITUDINALLY ALONG CENTERLINE. 1/2"EXPANSION JOINTS SHALL BE .o" PLACED AT DRIVEWAY RETURNS AND AT M/N THE DACK OF DRIVEWAY. 2. CONCRETE SHALL BE CLASS 0(3/4")AIR ENTRAINED PORTLANO CEMENT CONCRETE. 3.DRIVEWAY IS NOT TO BE POURED INTEGRAL WITH THECURR B GUTTER. STD. RESIDENTIAL CEMENT CONC. DRIVEWAY DATE 3/gg r SHEET 2.3.E CCITY OF RENTON R DEPARTMENT OF PUBLIC WORKS J Final Joint must be saw-cut Saw-Cut or line drill -2" min. Asphalt Existing Asphalt underlying concrete Concrete Concrete Existing ,� —�� pp�f+'��'• 1: mfn. Cement Concrete Cement Concrete 6" L:t�wjv.,- 6" min. Crushed Surfacing i Conc. shall be Cl. A (3/4) - Top Course Portland Cem. Conc. Con- forming to Sect. 6-02.3. Compacted Crusher) Rock r Backfill EXISTING AS.' NALT CONCRETE UVER CEMENT CUGLRETE Final Joint--,--,, .--Asphalt Concrete (3" min. ) must be saw-cut replacement patch tn be ___-- - - -- 1" thicker than previously existed. Existing Asphalt 6" Min. Crushed Surfacing Concrete Top Course Compacted Crushed Rock Backfill EXISTING ASPHALT CONCRETE OVER PREPARED GRADE Final Joint must / Cement Concrete (B" Min. ) Replace- be saw-cut + ment patch to be 1" thicker than `_ previously existed. Existing Cement Concrete Pavement 6" Min. Crushed Surfacing iop Course Conc, shall be Cl . A (3/4) - Compacted Crushed Rock Portland Cem. Cont. Conforming Backfill to Sect. 6-02.3. EXISTING CEMENT CONCRETE OVER PREPARED GRADE 1. See Sections 7-I8 and 2-09 'or Patching and Dackfllling Specifi_ariuns. 2. All trenches in roadway areas shall be backfilled and patched with ter )rary asphalt at the end of each work day, unless permissior is granted to do otherwise by the City Engineer and City Traffic Engineer. 3. All temporary patches on trenches shall be permanently patched within 2 weeks of completion of work within the roadway area. " 4. Saw cats on concrete pavements shall be made no more than one-half the depth of the existing slab. 5. Compacted Gravel Backfill Class "B" may be used upon app oval of the Engineer on trenches over 200 feet in lenOth. PAVEMENT PATCHING DETAILS DATE 1 /87 SHEET P 4 1 ENO GEO-! GENERqL �QTES CONSTPOCTXIx FLOOD LIGHTS SHOULD BE PROVIDED TO O ,D Y MARK FLAGGER STATIONS AT NIGHT AS NEEDED IF ENTIRE WORK AREA IS VISIBLE FROM ONE STATION.ONE FLAGGER MAY BE USED. STEADY BURNING WARNING LIGHTS (TYPE C. MUTCO) SHOULD BE USED TO MARK CHANNEL- (ZING DEVISES AT NIGHT AS.NEEDED. y CHANNELIZING DEVISES ARE TO BE EXTEND- ED TO WHERE THEY ARE VISIBLE TO I APPROACHING TRAFFIC. SIGNS SHOWN FOR ONE OIRECTION ONLY. 3 _ .AA11 ALL DISTANCES BETWEEN SIGNS TO BE S F AGGE END AHEADMI G[O-! CONSICTI ry� dIROADwi0-. AHEAD ti\ \ly ROAD CtiHSIPOCTpN w20-1 AHEAD LEGEND A 0 A CHAHNELIZING OEWCES LJ FLAGGER TYPICAL APPLICATION OF TAAFFIC CONTROL DEVICES ON A TWO LANE IPAEFIC E1N HIGHWAY WHERE ONE LANE IS CLOSED AND FLAGGING IS PROVIDED. I��_�A� ) �a I i— GENERAL NOTES ROAD V2 LE CONSTRUCT W20- I I MINIMUM TAPER ( IN iEEI AHEAD 100 fee"ind Sled lineal ze w 35 40 45 so ea 10 I II � WI-] mIz O 150 2M 2T0 dy0"O TRT Ily If] 225!f]W yy0 605w!0-5lLt LEFT LAN G!O-t CLOSED o womU AHEAD d 1251160 t• aao ao sac 0 EFT LAN L O f I Tee mnlm.M •Posing eel.••. anon••IIII.g ae- d... In a Iap•r shave be n .rly .gum In Teel CLOSED L _es ee to IM .peed Ilmll; He me,!m m spacing be- 0 I.••n cnann•Nelna d•rlan ..ad le ...aims r( LnHI" dwle be 2 Hm uH•e Ine .,.ad m . NOR RE 11: W-2(RI I O parem•M m•dlq. as lonpu eppl'a ogle .M<' m,p nl "sale cenl.O..In Ine m e el whill• M.P.H. spullint *hall be smaree a cnuYlel•d e e on ai PI."ll"OAI.. LmPprely m.10.1. Nell O O L e _ is said •s o ^eauerr. o e!_ � � W4.20.1 Su aid ln,ning WPsing npY.(]vs.C. YuttD) wuola e. n•d l0 man cn^^^•Relnp derl"u } 2L of nlgnl •e essd•d + wxo-s01 ila.alnp .ar.lea same .ndiW ueo+ m.r be s ++ HINT L ..ad m "all wullen Ip is. early ...nleg Ygne. END I l s CLOSED ];Pais wr]0.1,We¢gg,W-z(LI and wll-I- 4t04 5T e L EM n and"Bled w,Oren Oi e. PS a slg^ pion awls waive odrlsary .Paid •r• Mors men ]OMPh, ceralso solve signs(Wl.t should be alad. HIT P20-S(R) Q,DSED All dleHnp• All.... •Ian• 1• set. AHEAD LEeEND isseCnanwU.I., usds+ I I ROAD CVO yEYeellel orp. Alp. W20-1 STNUC L __ y e vz I. AHEAD I99F-F_I.0 CONTRQL PLA TYPICAL APPLICATION-FOUR LANE UNDIVIDED ROADWAY, WHERE HALF 1 THE ROADWAY IS CLOSED. TYP SIGNS E BARRICADES USf.D IN ROADWAY CONSTRUCTION AREAS ROAD ROAD CLOSED ROAD CLOSEDTO , CLOSED LOCA TIAiFICO THRU TRAFFIC ROAD 48'X30' 60'X30' 60'X30' CLOSED SL%.ON SILVEH(REFL) BL%.ON SILVER(REFL.) OLILON SILVER(REFL.) LOCAL ROAD TRAFFIC ROAD C ON STFUCTIO DET AUq CLOFED ONLY AN EAD ANE AD AHEAD TYPE III BARRICADE TYPE III BARRICADE 4P'%4B' 4B'X 48' 46'X48' ORANGE ON SILVER (REFL) BLX.ON ORANGE(REFL) BLK.ON ORANGE OLR,ON ORANGE (REEL) (REFL) •• FLA00EP ® ® -Y ANEAO 4 B'X 24' 46'X 24' 48'X48' BL%.ON ORANGE BLR. ON ORANGE SLX.ON ORANGE (REFL) (REFL.1 (REFL.1 -- TYPE 1 BARRICADE TYPE II BARRICADE ORANGE ON SILVER ORANGE ON SILVER (REFL) (REFL.) END DETOUR v CONSTgUCT10N X ^ ROAD M.P.N. CONSTRUCTION 60'X24' g'l p•BLX.ON ORANGE 0IKI GE 24•X24• AHEAD (REFL.1 IN EF L.) BLR,ON CHANGE / \� f{ 1 LOCAL (HEED w D TOUR fi TRAFFIC 25 .. ONLY VERTICAL AI. PANEL 480X IB' 30'X 38' CHANGE ON SILVER IS* TRAFFIC PORTABLE BLK10Ni 1 NGL BLIL ON ORANGE (REFL) CONE DELINEATOR (REFL.I ORANGE ORANGE J / „ / / / / ' • I I�IY 1 (\J OA I 111 • I \ } i� i I T ulxnlur nIM uuT i�l TYMIMO Yb1r � i rn.r �--r nlwu.w--•� i r-ri �; n t`a T�Tf S lMRICApI omum `l r n.r H K rnlrl� i w = i TYffRYA11KnGE i N rn.TI rnITI ARTI LPW[L � � 3 w rr�rlL TY M BUIRICapTlif } 4 I 1 �vM.0 r cowu nla LML NAMING D f w�.rlwn�rr aw.w.w iw ti�r.w�a ewas�Hwy w urn.+r M CITY OF RENTON APPLICATION OATE:_ TRAFFIC CONTROL PLAN NAME OF CONSTRUCTION COMPANY ADDRESS : TELEPHONE #: CONSTRUCTION SUPERINTENDENT: CONSTRUCTION LOCATION DATE: TIME: APPROVED: DATE: NOTE: CALL 911, FIRE d POLICE BEFORE ANY CLOSURE COMMENTS: SKETCH O NORTH r CONCRETE BLOCKING SIZING PROCEDURE 34�NI N W<Ma rMr.N 1.x Iv N:MNI Nnh. r<w l r y W ANC•.'••WA w M ... .1 , _ '4 .401 a (��j�y��n•/" _ L43wOM« \,C» ,ham 1�y1\\�:r. ''• ---.......-�� yM I of •uiN r Nx M JA 1`\3`L" --•—JIN'fvltJ'l��i _CAP tYr.1 4nr4 a•I.Mx'K ryy.,r ti•q rax a n INI.}. _— � r4. weir. 1•I nr,lYM«Y r I. M•w�e.n\as 1 ,u,..•.r I r«•.iwsve� 221• BEND wNr�r•w n.e.wr.e�M L.e�N e1M e.•.. •i 1 +�.L wM.ewLn rr.i.«YIw3�e.1\rN<weerx. 4r.. • Mau,arw.Yl«\,M.N114MMaLelip<ilILN1w N•e.IY. � n L N,. .I«m..ve.er.I«•n r«I —I •r.rwa in N,N.• tM�Y , v`rNM II HL 5.1e 4.rr,\wa ✓M. r IrL a,1 , r(w.•u w,m ry 4x II«• i Mu a aM t1A el wr uwh \ i M e�Y.l a rn.wr ea •«.� (w.,...n.w. no.. rn..... MJ•BEND LCMI\0 IIpK( Tf f �• Y 1 - N It o uL(vLAum rm•nms Ile BEND 90e BEND I. 1r.i q Iw,na, HI r n Nal 'cr.—L.,.:.A. .:.=r-i,—IC-r'rT'ti[ F13URE I o.n Yah nl r, ..o-IMw'a, NOTE FOR CONVEX VERTICAL BENDS BLOCKING, SEE APWA STANDARD PLAN NO. 73. T a. wow L.MI or NMaI Nox IL.1 . or ww<ore,. M.—.Y.•Y•a w TABLE I t bM•rN•rna ul Lwr•a.(M. N.1•I4i N1 ,Mern, Mrn) •J JjIW .HttIM Inm_A M:5 r,rW/rp •IrV.<..eal oa.nsre• un nl nss N•r I•t' 3avL.. r LwLf a•o nN unJ ueo ewe u11 r' wlr r.vo 3.IN Lew IN .r r YSyfS al e L o r�ae„ p.: sm L)b._ _t.IN 1 le�o_ _:n_ _M - j.pe I,roV ww,.• �w wxer. ! _NV �S.rm r.NJ Lsw :.bJ Lu3u L ter..iw. r1' 115 :I,HO W.SN Ie.HV I.LW a,ihl «IM xxxre IAe ixi.p Now 13" 291 UJb _ _q_.000 tt_NO l.:w e.lb r ul["qP•)OS �n 9.05/r}•0.15 11. 1Y' 3H w,iee lS.)N IS.ILJ re.JN Y.1\_J e rM m.lnp srxr•el )m n�.r.w mu 1y S K.3SY N_900 xle 1. tM e 3\ .ele N,rIM ION lei aw 1!' a0 Se,See )t.Jb_ N.YN IS.IW rJ.lw N m yore P r. iuw aM wunw N LM ae«rm !O' eb N.M b_XO NOb A,Ito �3.tw w\rs\iM.M"'�Ow_ne rV' tp_ __S0,1b II).Yb N.3N ff.NO 1e,lm W lO 1 eN[,Ila,a,we ur lM pel••r .•r INN Wln al Lrwan -- lel-LMI«• m• }m Ix_IN }_Yw l0e,lb 15.1e0 3t_tb Yuq Or aw<•U•: l WL N" Im xo).Sb ilr.fH HS.)b N,MO w,)30 aM M• •\�'IN Inr«ul u,r h wnY lu I4 I.MI aa'.«q Iw,x. x•y,-.(^,',T;t ? •,.rs N. II. TABLE 2 w l..rnx ,r rYw•a x«. Iql .�T•i•!•3 J a t.re M.rinp t«Jp Y.n.. r nl(at..w r ., 1 x«. m,l 1M• N.xY,Y,x.M A..ry.,r w«.ow, nN a•e,ec.zoe .}bLLY:1Y=L_ 0 w...L«\a .a re..ea n«• ly1- r,—^'✓�Z� wry:.. «e. ..am 3,ob rp 1� r txa W LreMi fwnleY•iN(rF .J00 nxp 5My JOm 4w„N rrunl 01 (wM.e•IM:g4 ,W«.•Lwxnl.0 0)IM •lry•y,0�) ,O.aj10L ,e�e3e1wnJ1 r aM1�N a ., e .•3.0.LH. .yl J.ONa r.un 1.,Iixa o1 o.n..w. .rw•u� n w..•.w N. rnrwu. WATER STANDARD DETAIL i CITY OF RENTON rro. 1� t(ALI DEPARTMENT OF PUBLIC WORKS YONKle. 10,\ IB C 6 .. CITY OF RENTON DEPARTMENT OF PUBLIC WORKS rM woo Nurno.rwY.e -_ I'll pull... row«u rovMni Ylnrprp or rrt wcl NI pw ur wr ur In ur r w ulw a/r :m Sn Il.w Ur Nr IW rr uw ur ur St, qr — m 4r yr Ir 511 w.w Ur 4r Y.w al.- ur - I w um in- Y ar w ww it v YMre lYw Y W' u W yYdiO.w!w rNurw N rY[NreW,»rpl rn •rq.. tll wr Wrl Y w! wY pn.rw ryY w0 rNll M IM Yaufy.unf pr SYr'• a1 rrW Yf Y,^IIL')n "•� VY Wrp<Ypwtu it IpYr wneY.LO.b.SH,CavrMa.O.0 ULp,vueu u qW uuruu u Yprpva.v v uy q it.Cepeu' Owl Typ. x p.GI•Yi4a Wln xneln Y.-ubt rsllw.rN.ASTM AM,, wST$TM.1 b)1•IYneNpwrna Wrrapa !M W.vea.Y.SVYnW 91'Wlla. wlWl 4pE Irr.gn b.'M4.ww Iw wl.ASTM M. AfTM AIS) it.. fw WeW.N wa lw rne. fuPn ryA IW WY~r rexN ri]Grw 1 ASTM H.Star T r wpY lwllW P J•uuul n.IN.p law Rn—ST.CMlwpi TIE BOLT Twmv Amt ASU•Tips 1,w.y.aw ww w Yr.lw al—tod SST E.5;1'tw 1•..p 1- Y.u..,..Y rw r 4 Ir W.»r.Y ASTM."I.Trw Io...nw—l..nnam vl pn.wa rpr!!w YW WII N uwr4 y q.Opp Ib wrw w f'1'W q,WO 16 Y un fur].r MI V Wn..I.- N u YrMrn S n MYNe[n w rMer W pwpwu rprd..r.uN 15T p11 1/r Iw n•n H•YnWd»uY . .1.1r .MTI rSlT. SST•. ln'urnr uSt3T nnp 1'N!!Y 1/\'rpp Lrr ASTM rwJntiw Y i{T 1 Txr. 1bn1/1'Y M!,nvl lw fkr.TWMlr = Sir W b!'.ASTM AMI,Grw O.pWe er blt pbuC S 1 W 1/!•.ASTM AMI,GIW A.pW,uY WYp n MI-pit pw•.wrJ T+INN•N U W Ip i.Y wu.wr WYW M W u!p.i nY[edr rw n eM W Wurws.lu»,un; p4up w Yr-pip W n.xrp 1A M!w 1,,-W 1/.'rwrpb.ASTM AMT Grw Cl S 10 it,1 1' IM l;!'vpY,ASTM AHI,G.A. Twep GwryYw WYYp rw Iw14 n WnY YNIM.1N.I.Ye.NnM w Mr.wp 4FYmO SS I: 1/1•W Lr pywlru,ASTM ASU.TSpI 1.ANSI pl 1 5 4,llPW l/P pYrNur,witnl AM. AHS ' TyaMr 1.NI... ,wup.uM tito.it Nr-py IlualiW 4 Il ASTM Alq.IM S 1' wW Sll ll l WYllnw CAST ON LUGS Iwuu.NW.1.Wm..nnr..wrprp.w!.we Ww...nawrLexnoys.w ul I...u p.....wM...n.w.N FIRE HYDRANT AND GATE VALVE pwi i oib::,••i.�a..I.u��ii:w?mrMw.r liw i��...10I:�uii�....r�.r..�weo�sr.p.:.p.:u:p.p.n pnuw nm ryuvNYY wrrYP!aSl.nwevywv.vvY IM p.w YMn.wYlYNnlI ,ttw-1».p.nb..1 I....1 u.gplw..rl..bY fw T MIY yneM pf tilrr,I IInaN •II•...11..Nq.pi wYW.eY»nr IYwpr r Wl b w0 w1.M.Y u:p pro•.w INpY..Ipw.!u.i•....nl WM'1 YMr.I uwrnuM ryp M piP u rgv.rN ra'a•nrnisN,w I p!m.n.sN p.Y rlrlll M I•nnr in n e"I le.r.n Ynr.Mr.nl N'..5. Iwn 1..,.1 Yly IWn x .up....Nrr.. yap uNrnr lv It,w.p n r..wwll rYlny.p vu IM:I Muwl.Mwa..Ias... w I..MIY rM11 b....... it DATE 4-12-6e SHEET I DECHLORINATION TREATMENT PROCESS AMOUNT OF CHEMICALS 1EOUIRED! d1.'I11pWuan n YSCTalY1M{ry mP rmUnuMWf cnamy rPaclrUn d rIn raypral cnlMry•n IM ppNrly wll y IyylnxPBU Inarn m orY a mP IrPP arq camerr0 cdwxr n ma ppprrn w.m a ascnxxrrnnM apPrx. d me cnamrwd ftS rn T.d 1 Tn. oflne TM lyp arre qed d dWrr.nun cnerwKw a.nuau ar r amwnl cnemrral rqur.ao wre d dlwmxeo born rase 1 aeeb o- me awuma w waer ano IN raaawl $edlall TIIIOYIeY rrCn-arMybOyal CnbN%LprCNrlealgn rn IIV Olp'Nrla tKNKaI grad—ImIO pyy rum TABLE 1 rarasx wane—w ana Imlo bwa d oecnlmrulron C*ernlces 1 i Solon llMaaM IalmYdllufl WuxPO ro Npulral var,;.d irlCnnrey 9rY1P—Im10 WQf AIN COm Orlrrin IrBaldMl CnuMrd CUKMhalnlns for :pry I CCU CYIIOr15 Jr Hare• ty drmrr r.M Mr01p1 NgxM IbuMp � F Cnlunry 5tmum S%'vm 1 I COIKFrIgIrM LnNylldle $})•um fl.ar.nale _rrgrlw ypnll IllorxLrnWrVul SWxle nnT!ruul• ' 10 02 U6 J 0 r ]0 Ua 015 UJJ a0 0a Ob 0u 0 0 0Is P lbfY fM1YalP A 1%oy% t MIXk sdwlan a In oecnlwwxm r CMIfJI will 0e Vn9Mb aP OrWllnrw PMrrY llc a OP[nbrllelron was wera rn Kama a wwr wren waynrq mn,owlet.Ina drrrenl nlarlla d aado to ma rl..ara mr.eu Imo w clemlcn naa ya tcanaeMY OmNeII APPLICATION: LOCAL SUPPLIERS M I.NM Maa1oY » '. F Snral o tel rKnMF na r 1%Kn e'M1tl aY WkC1aN 1 r n 1 in d 1 VYI Wa1M!Orro ROnaprS W 1'e 6(1 arMrr 1 eCnxN NIrP' [MMnxl nrOChr'q IUM �I fl :12'n N 1 la U tHx:n4xxlalrrrV Crbnnt;al o M V m as OI wJlp9 NII.1W rEltot a 8jj$1[I ry 0T1SOm N.Calrlx! aaeY M1Ytlm Fq W w'm!%a.wrl[a CUnlernrrenr.or IM cnkNrnJr.lt V wa CMnI a IIK rmprN.IKL.Ile:Nanuprl• b mPInM it rP[Urnn%rn;rlp T,.rP!I M ra1P 1919 M 1919 arxe yw 0 57 TN a 51 Ip 1!e cnlurrN•b wlln•will pe dPl al J.rx�a1M1 riN•r wn L:rCUlna VM 2-Ytlp' IIv 11 nl rJIP OI d[Ill!xrrylrUn CI%TrG11 s1U:Y 5qu1Nn .ndll apJ1O rlrp IM Ilow }le ,p yrll py py.pnrprM yo INI IM IRnbnnlOM Cl t car.~ NE p%m¢ai[tv r[pnnlMn xnll ql con4nuoua InrorynoUl IrP pngU BN S T. renuxro Io rluan Ira cnl«uulea.alw nwn rr%pUPxna aalrle.wA rw.5'15.g1.'b w SOP562914 04 PROCESS FLOW DIAGRAM: —r I a � 1� ar walV.l M ITT wm r CMlalrawn pl�llyq p Nwom wj . lurinucxl A�,.e q l� WATER STANDARD DETAIL 6e CITY OF RENTON DEPARTMENT OF PUBLIC WORKS x .,,r Trpe'4 B�«4�ry T '1 BIOCY 1v „%'.l:V Y' Y cw Berl O„I '_lc*MncW Berm vB 5 a L 30 1 1 B.. 3 n' 0 T fl '( 30 Al B' ]00 m .] ♦ 0 ,a zsu , 41 5 �1 7 2 RooS • )0 Type B Bbc4.q hr,5',rrlid ber,as Type�'Bbu+q ►on of for ,Y,enca Berg Um w bA v6 pp vB 5 0 L � E p � C AlX .rvnacVf- - .A e e 9 ! T E a k Tleypp 6- 45 n r 20 121 50 'S + J e .' IB 'i 40 PF 100 _ a r 5 p a , Q� .CwsS(1%pcac L' 4. o P NOTE TuRr4BwcICLE$ SHALL- BE USED STANDARD DETAIL FOR BLOCKING OF CONVEX VERTICAL BEND PARTIAL RENSIOeI 2/26/8, aWy,nl, )". •x1�xfY4c0 Lbr[4T (rAxn•f L�Y YK.[4w�0 Mxtw Mc411 _ r«YYLT rY« ix414l.xfM Y:VI1t0 �'( -',� r .. ..I,r xlrx rW Lwn..•t ,Y!.., Ir �`J ' � K�rlJ'IIY, MXYrIw44 M'MfMYICr [wKRY t LAyy rear PLAN ELEVATION FIRE HYDRANT GUARD POSTS IOn 31... � � LAM 1 xu:Mn nnWl[^x tKx � �LeM TM I1111 MYWr[llwl r0�lW r�5�1p n 1xM. WVW. a'tl4xxX4M M:Xr �xLL1 Mlx[Kf. )i"KIX �w p M YI(XIK, rW 1�'Kfl[«rRlrlwi xMI W\ `i trrwwe nMu[.r rumor<Yr[Tw tlr.«ttKTl I rwun,... IL"nMMr w.r:«Kr. r:u x.ewr Kmo Mrx m Lwn«ran.r4uow:rl :n« V�uA, unrnwN n w w w.ovm tuLLra. M wi xw r«a yyKfr ctlWL[I:w CUT �r rY fA[L .wwr � 2 xrpWi(nwt�w � iW'r411 [Atr �Xw Nlw «L. II tlW:Me �"� ''INMI IY M(1 Yon [ try:yXy Y' W sear .xt4nN MSt t((Tw.,lli1.lx rltl l[wfM rc r[«a�K [wLMn 4KX L Air IIIw rll.YI ) I � Z 6"rtNtl v«YYltrl �_ a"4i;Y4n. r[nR! L tl(XY�(N AIXI, fin.IKMT1 D4G an Xr b[X I t..e•, " \ •.• •,vi.ee IMX.ln.Lux:x w alLr:u r[x.n XIX:ww wane Mw.ol.w x.. 1:1. .quo. xxcrx v5!i"s 4w [tKr. >_j tlrAIK.w l^Mtwo rw to n a� �� ITV(( —J FIRE HYDRANT ASSEMBLY FILL N11 FIRE HYDRANT LOCATION IN CUT OR FILL WATER STANDARD DETAIL ?ArtT-IAL RE✓IsIpN br CITY OF RENTON 2/16/S6 „Yr 10 ..[( DEPARTMENT OF PUBLIC WORKS M Ioao 4uRwc+cTTcc YNai•KW C5.'.YPI �) y VW'N•WW L�a 111'.IIR'CGNCfITI Wi{R IOY wuxiWROWOx� 41 WI � "� WM WLI( ]014T IHIQJT IN'YaY SHLL W.WWUr.u. [' /NILbu WnR ma IIN.W MT ', lUV(R IJuw\IG IUai N1l Wean � N4 iI . FWMIR • I�� , •Lyq•• .h _ _VaU WTG fON �x�1 {yl}\"J Y1 UN Cal• ' rVH"R'"SMi CN.(R ruLING rYH •R..fOI"L'GHIM IU.�x14 1 Cavil�Rpn � �WIOOMMrUCINfIR.INI OI WFIIR JULr X.{inJN' \ N^M1 UrM1Uv'U\a\.ln�X lUly\M1 '.ilw\fO�N IM1\OnWRI�WI�\/ / 1Y" ' \ .me um uuLun ronuGu nJN..auu co.roR.uwalJ.rao r.rf.ER I,u�.cwarNl.uun cuwuw� . Iuniwu 6U.1Yx J41Yf LT-]WIl L"JR.'4A\v.Nat14 HUG 1 Io.u.Wao l.JY annW an H. � s.uam cEWNIux l.wlk A � sr.0 uou.0$u.auvaw aw W.\IU WIt\\IIa IV 3/4" 3 1" Water Service i.. WATER STANDARD DETAIL CITY OF RENTON V Wrto sc.\I DEPARTMENT OF PUBLIC WORKS Pew_w Mt 'Les SERVICE CONNECTION DETAIL TO EXISTING SERVICE TYPE 1 Retap Existing 3/4'& 1' Copper Service and If necessary Adjust Meter & Meter Box to Grade NEW CORER SERVICE F N JOINT INSULATED COUPLING FORD C- PGRO C-I9-54,0e-431I'I I SERVICE LINE �—CORPORATION STOP,FORD S-PAINT IIION TAPERED THREAD TCCI P MIPT CUT, SEND S CONNECT EXISTING MEW IIAM EXISTING WM CORER LINT TO NEW CORPORATIO, STOP - _ CUT IIXISTOG LIPS,SERVICE LE -_- Now NAM ■XNSTep WM TYPE II Retap and Replace 3/4' & 1' Galvanized Service with 3/4'& 1' Cop per Service. Copper service should Include the replacement of meter setter with new Ford style coppersetter and new copper tall piece to property line. Also adjust meter and meter box to grade. TYPE III Install 3/4' Copper Stub Service Including Meter Box NOTE: 1. For TYPE II & III Service Information See Standard Detail for 3/4' &1- Water Services 2. On Watermalns that are Bonded for Cathodic Protection All Service connections shall have Service Insulators. aR WATER STANDARD OtiNIL L CITY OF RENTON NOT TO SCALE DEPARTMENT OF PUBLIC WORKS 77 DEAD MAN BLOCKING WITH SHACKLE ROD 70 CAP II I I I I r �r W r A 4OCKWELC 49Z GO 4/ ia,#.Y, r url rin Y rW�Y1 r'W WIII.Ir Ilry IY'lr{ PLAN ro nln tn+ nr run r.. loua m. r\n to.. n..me I'+Y\If Vlt.VWu Y\I+� rfM1r LLu1.r1 nr �\J r'wrWnu�r my ra lr. �rru\ r ww�w�r r\n v'LLr IS[ r'rn wr, urn. r Yrl.�r.\t r'Wwqu Ir rm YMI.W M.\li LL4n n III •r w' nr SET 2 OrrSEf TAP AT BQf/pM ELEVATION TEMPORARY 2" BLOW-OFF ASSEMBLY FOR 8° MAINS AND SMALLER IC;' AND LA2LE2 MA NS WILL. (ZCQu12E h FIRC HYDRANT FD2 SLOLd-OFF ` WATER STANDARD DETAIL PAR CITY OF RENTON riAi REJI;IMI no ry rr.0 DEPARTMENT OF PUBLIC WORKS 2 �8.Gw L Y.II.r�x I rW II�wY bM1Y.l �I I 1' (\NI gM�YI. 4141 l'; [1N1 I .. I�11\.lNn1 nnU -� I lu nl \YdrYY r'w�ILWY (w<Ylf NNYrN PLAN Nm Y1 Irn ro nnr.o 11 !i p}fhn oW 6leNSI mY .rY M IMI f\n IM Y.W N4. 111'YI)I' [wfNll Yln Nl Y�M1 n1Y1 10 ufr Y4q b..tlydb I/W' mP Vgw1I Mnl 1Wt. dY F lY lltl�w.Y rr YYRM Nfl {M\, 1pW1 n q'I rll r.11) fKYrl tlfl�d 11Nn 10 I11' I \IY(0 Y0. N 411. �rrY 1� M �—'� R mntls u11 nd.rn I �r�.T IxWb It dt YIrY rO rr x li L pn cotr�ti .. ,r as L;III; I INM1 lY rr r L'WI Y r\I NMIx nl N l\Mr -- r'N• 41a —IiCwiM r nm Y•Nu uNd n rn 1 tlMn W N nN p n.n.WWI WWI YYI ut C.1. CM Ce R44 Yl11H 2'• n"rY aura w r wd IN WM1 oAGit TM WA. • V0. KW&, 4U ewl CAP GwIIYII' '40 °Qo't o'Y�'04��?;) mla\.\Itl1nYYgY r1 u( lwlY ��$.gy��yy� MY rKr WYl\ IW KL1•rN ran NoTe . MnTe21nL Iu Be TYPE COPPER ELEVATION PERMANENT 2' BLOW-OFF ASSEM61-Y Foe 8" AN9 SHALIE'L MAINS WATER STANDARD DETAIL w Pnerwl REVISION CITY OF RENTON wll Io tau DEPARTMENT OF PUBLIC WORKS ^^ GENERAL MISCELLANEOUS DETAILS -� VALVE OPERATING NUT EXTENSION DETAIL A[. 1/1 rorq L[YGrx 311 O[TAIL-- / i; IH'MR. Iq YItl.1Yf'RSS.•J P Y'µ Sipfa 1/P xlll. fxltM[55. txt[YS d.^4�S Ltl'SIT:fMY. [tlIf61Y.Y[F(N14-.1 T(1AU Nr It Ip[ M1tl Mtt(1)FELT YLW 11.1'to UUOE. EITMIOR Y[ 10 N A YIY.0 OY[ 111 IWE WAR.ORr IR Mtwoo ro K OHO RA oµ1E. 11N'INSIDE R1fIEN11pl. t 1/1•NFlY. IS'M tH I SUED.1 D.1 A lT[a.M O.1.110 41.IlW tulrfM"I-r10 1 AS I,T(o.,m AIIH MIY l9. M Mo cook. tt vJ M1 VdL/E MARKER POST E„ ELEVATIONS M j Y rurt_wu[Y_Fm +Aln xuEr.Mlr%.1 11 F xYEm rW." Y.Y ELYc ISARI, i i�lnr y.iiw iaitir MIFr .V w IIFILFSr I. rtuwl AS N.. SvtUIIIO YI !N MESJIMr1Y[Mlrl 0. W MMOY10 ILLIA IM Mtr I.L Y[SET Ar YI S µ (I Sro Tx[YpAWM1At A.1S i AM AREW.L N IfW1U F LLI W YLt(MAIL AIR, IR,YY[N IMtT" ' x WA 'To 04A ILK paM1 rM[I L'A. EU.IOi a+r INEf I)A5 11([I1110 tlr MESEN.t.f MIFr N. W MMOAfO E4WL. Ms WATER STANDARD DETAIL CITY OF RENTON I I DEPARTMENT OF PUBLIC WORKS w CITY OF RENT ON DEPARTMENT OF PUBLIC WORKS 2-12"X2" TAPPED TEE 2" bQONZED PIPE 2-2" BRONZE 90° BEND 20GMZ VALVE W/2"50. OPE2ATOQ NUT 2"BRONZE UNION COUPLING ® 2- CAST IRON VALVE 6pXES I- 12"GQ E VALVE W/2"5Q. OPERATOR NUT. i TU15 lYP` OF 6YPAS5 MAY BE U5, IN LIEU OF TUE VAU'_T VVWEQ TLIE UTAIKI 15 SWALLOW OPC TWf2E ISN'T ROOM FOQ THE VAULT. USE MUST BE APPROVED BY t=NGINEER PRIOR TU INSTALLATION. ` 12" GATE VALVE WITH BY-PASS DATE g/87 SHEET '.N.e`;.�:.,•• ,�e..oY,�as'.� FDRO COOP STOP F 1000 90' ELL M L44-44. I � PLAN (TRAFFIC TvlE) .IaYNI nK.0(wl. •o u n ,.i.. �r(NK(aw m...Yrt .o1. tc 4i1.1u 1. ml. .Y.oo�uun a yr elWnr. 14. .w u.a• NY\f\;wMM1 1.41M W r .Y. I9.I11K NI(. r rpm.uw 1\aw:ro r.•a vonu��l Ci N4�w I 11[\i6.p �2 N w Y�• pM\l. Ip V o (o-(un �. (rol•� 11' cew¢m rtlNa\la wm}J• •teyNrt.rouYe.no-iY ELEVATION ELEVATION INSTAJL E''a4Y NON- SMn'YK GOouT 1211 GATE VALVE INSTALLATION WITH BY PASS ASSEM6LY — I" if Now T2AFFIC TYPE VAULT TO BE BILCO nxrtR WATER STANDARD DETAIL CITY OF RENTON PARrAL FL w\ TO a.0 DEPARTMENT OF PUBLIC WORKS zVx /gro r � .i X µf A((CM(NN,1L15`0 ,S• (YY5 tnµ, 0, �•i � /\S•MM MN HN 1 I I •du NWs, li NeYle ..a r GNu.dNtlK N I i . <NML In:FA : sou nn (mlGu) L NMA IIN I .IIAL) NMOV YX T\••tfNr NH .1.nw Am V. ImNKI \"NN N NWIN•(N YYI• {^SIMG NH, L M,tt I M) IWY N•NYh. tXX ds q a v NIMYII Ns mrlM LrN 11 t, Iw oM1LG rw N urnlo-d GMN.n, n.u, Iun, .t A H}/rK.RINIAN NL ullll Hw 1"Y'IIIVIIMI �-rctr 11.NrA Hw 1 i re✓ mllyl _ I.atur a y.w KNt4 'mllm; _ INr(.h LIN 1 TYPICAL BUILDING SEWER INSTALLATION PLAN AAA S a'.Rn.. " AAA LLANAILlNMI AuI r 10(NNII IL [M NWt,M.l\l,<OeLW lI YYHItI ItI+l,CN. li LOV,YH YtXM.IrdN[ Nfµt{O IYYN rY nat r I",IF M it nWl• (L,MpYr `• NN \"IIIIK K,'A u1 AR ItwNB .. .nn• 3I5 :.a r A.o nNrso PLAN Ml<, ? v'.r eou4 BUILDING DRAIN r.l o.ro I.n.,uud u.SMnm uNA<w15'nd. b. Y r(wtlK ro rn I A IN uN. fuu lull a.w4Au5 r. ...0 I..$A In. FOR LOW HOUSES orlKnd rN.If Ydxs aourKN l.( f::mN. .G.1 N41NYIlµ fOW{nod It tt0 1p. 3 I ^-.IMN }"•\"S,w A f[N Y`I td 11{MO M, 1 d ns 1 unnN e' H(. ]. mX N r mYGi, u N vile Id 5M,1Vr. rg - .N IltrµL WILYIY[1LNI1 om A, t. S,N.s 4NNL .t WMHY\r ,Y NNYINYr O •OM4 Kb[I.. 1114,v,(s, W MM S ANARA N NNYY1 41a[,5 11 SN(Ir l[0 h FYI IMY.K.UN., NWIKO I.,N N{Y d 1O1.I1 I I µ.GMN 0/ }L (L"MY Iwll Vl,X MNihNG I V.11IN UI 1. {N.,.It I.(M.Y,N MNI.IM A. 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BUILDINti SEWER .((Noufx. rN wselKri uPM1..uL SNUI wO.unN All INSMI INS-ALL dTION • ,H.a( •\OPYG N Ic I U, Al .N,cws rs IRAosNlo INC. a asI Ns.fia'.RN[wns W 1N CALL FUR LOCATIONS BEFORE IOU NO VINR LOCATORS 1.600 424-5555 SEWER STANDARD DETAIL CITY OF RENTON sc GIE DEPARTMENT OF PUBLIC WORKS :EPTEMBER,1984 1��vl- 95 3 ESM, INC. LETT[E a Off U�iQRZA TTUL 941 Powelt Ave. S.W., duite 100 RENTON, WA 98055 _ D.R 7-11-88 - JOeFO299-02� Phone 228-5628 fm"kOn O150n TO City of Renton Windsor Place Public Works Dept. HAND i,ARRY WE ARE SENDING YOU XX Attached C: Under separate cover via -the following items: Shop drawings C Pr its ❑ Plans G Samples ❑ Specifications ❑ Copy of letter ?:: Change order )tx Sketch i COPIES DATE NO. DESCINMION 1 1 Revision to Detail "B", Drawing W-4, Sheet 28 of 35. UP- ;141111 I 119P CITY OF RENTON Engineering THESE ARE TRANSMITTED as checked below: t ( For approval Approved as submitted ❑ ReWbmK__copies for approval ❑ For your use C Approved as nuted ❑ Submit copies for distribution ❑ As requested Returned for corrections ❑ Retum_I»rrected pools ❑ For roview and comment r ❑ FOR BIDS DUE 19 ❑ PRINTS RETURNED AFTER LOAN TO US REMARKS— Dear Ron: Please review and comment as soon aspossible. _ COPY TO Ken Sanders ---Pj-iMarJLw/Pnc1. SIGNED: Larry T. Petersen, P.E. ti1W) �67Y,�4�y, II,MlOfunf fn n0, • nOt.d. float,n&111 of fl mtw. 1 g1w�tJc io �w cr , iI It` 4.1. LI �Z W,N. 'v� ljth !M 4ccl'ct. ('yP• `'krc,�� jet 1 ntirnu, m " M H. Per C,ty of \ ttG (All MJ}--- - I-[orw Blocx��j __ -- tC \— h� V.1. C.I. raL W.M. __._ IZ t�tp Itvcl} A, k1`ci, 0;� 6,,Oa r .�MA hde. m mar k e, CI !Vole —I )FEV15 /0N 70 PETA/L "B'' G WG hV'4, ✓` /SET -9 OG 3 r 7• !� BD