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HomeMy WebLinkAboutWTR2700727 W 727 8" Waterline Replacement Stevens S 122nd To. S. 124th 1X BEGINNING OF FILE FILE TITLE e79 07 09a)^terh a Appididement Stevens 5o lss &W. to S. lR4to. ctt I t E n9inee �� ng wcae,r?ro s I'n � F-F @T; : 4'C� -7 7 �a -7 NORTHWEST aR , KERS � �u AWARDED— WE (. .tract NO.CAG TO Y O ,s N BID PROPOSAL & SPECIFICATIONS FC: ( Water Project W-723 S. 134th St. Watermain Improvement Water Project W-726 N.E. 10th St. Watermain Improvement Water Project W-727 87th Ave. S. Watermain Improvement CITY OF RENTON PUBLIC WORKS DEPARTMENT MUNICIPAL BUILDING, 200 MILL AVE. S. VI ) RENTON, WASH. 98055 0 (206) 235-2631 CITY OF RENTON BID PROPOSAL AND SPECIFICATIONS INDEX Title Page index Scope of Work Vicinity Map Call for Rids irstructions to Bid,': Summary of Fair Pratcices/City of Renton *Certification by Proposed Contractor/Sub-contractor/Supplier/Ref. EEO (MBE/WMBE) Minority and tynen" Business Enterprise Participation *Certification of EEO *Certification of Bidder's Affirmative Action Plan *Non-Collusion Affidavit *Certification Re. Assignment of Antitrust claims to Purchaser *Minimum Wage Form *Bid Bond Form *Proposal *Schedule of Prices Bcnd to the City of Renton Contract Agreement (other than Federal Aid, FHWA) EEO Compliance Sample Form and instructions Environmental Regulation Listing Hourly Minimum Wage Rates Special Provisions *Technical Specificati ms Standard Details Project 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 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 Department Renton, Washington 98055 CITY OF RENTON South 134th St. Watermain Improvements Water Project No. W-723 SCOPE OF WORK The work involved under the terms of this contract document shall be the full and complete installation of the water system facilities as shown on the plans and in the specifications; to include, but not be limited to , water mains, fire, hydrants, water meters, blow-off assemblies, valves, pipe bonding, plastic wrap, and cathodic protection test station and appurtenances and complete restoration of all surfaces ana existing underground utilities. All work shall be as set forth in the design drawings. Any Contractor connected with this project shall comply with all Federal , State, County and City Codes or regulations applicable to such work and perform the work in accordance with the plans and specifications of this contract document. • j.J .. .. ...t GS..:.. isr�:t+54:aaa;a'WJs��s„r•'�w�r��'ra.e.�rro`w`[i�.7sd�iyeiw+' uo, .s'�n.:��,:aw.u��..��•p, y�i,v�a�.._:.:�_�i'i"s:ls�ir ems`,-„-�-.,.�•,ai�: /ui�,a•...r.;u 'per �, I 's'. •L \lii=i 11 II�►���ii � AI ran on dig 00 mwnn5r'�: ��►�i.. � t.. _ _ncaelea � DO M = - _' , mm''a 11/1�11�11 © �a11111110oaBSKI �� ► oil IQ mx CITY OF RENTON AA AA .-' o,:�fflfll,�,,��1//i/! r Ju, f�fll •�•• `�,��,r�� i + ENGINEERING DEPARTMENT 1 , too I 'Ililt II p, QII� � iuutltlb ' b , � — � lailltll"j0luuu ul .� „mnuut,' CITY OF RENTON N.E. 10th St. Watermain Improvement Water Project No. W-726 SCOPE OF WORK The work involved under the terms of this contract document shall be the full and complete installation of the water system facilities as shown on the plans and in the specifications; to include, but not be limited to , watermains, fire hydrants, water meters, blow-off assemblies, valves and appurtenances and complete restoration of all surfaces and existing underground utilities. All work shall be as set forth in the design drawings and specifications. Any Contractor connected with this project shall comply with all Federal„ Stece, County and City Codes or ^egulations applicable to such work and perform the work in accordance with the plans and specificaitons of this contract documents. G " ok � s €� ndaed od131 1! ann�,Y: N a yin an �o owe O1 p �,nDy':,`�� �v • �. v{ �tl 34n MiG IN U or on nowAmu In BID t� �'+'�^'�Ica ��iARF a n nwue - FA Male , .. i � •areeree f1o9 Ii�k- v1�1 ,s poo op ge r oo ►moo w dam■ o: yea �S::.ingan�ao� / ON ■ 1�n�neo �tsa e,in di900:1�o"a sro 01. Apr ED sc""seen■enna nenee Is amu hilloil l.��., tal RENT ILE NO DE DRAWN SCALE SHEET OF CHECKED- APPROVED Y.IYt�• .r0 m nn 'i+n ,Oi"C�m �� � • ■, CITY OF RENTON 87th Ave. S.E. Watermain Improvement Water Project No. W-727 SCOPE OF WORK The work involved under the terms of this contract document shall be the full and complete installation cf the water system facilities as shown on the plans and in the specifications; to include, but not be limited to, watermains, fire hydrants, water meters, blow-off assemblies, valves and appurtenances and complete restoration of all surfaces and existing underground utilities. All work shall be as set forth in the design drawings. Any Contractor connected with this project shall omply with all Federal , State, County and City Codes or requlations applicable to such work and perform the work in accordance with the plans and specifications of ;his contract document. �1111 lli�iHlllilllllllll , *j„�— " ' � !� ��� •�—"'^'�� • , Im .Illltiltitilltllil, � ,1. �IIIIII IIIII�,11111= __ -- till uuuu liunlxu 11411111111 _'_ till nutitiulutixtil i iNIII NNNIIININI= s:— ux uuu utium m Sul uxnunnnuux 11 �I IN IEENf I 1 u IIN :I' 11 ' 11'1���� =�aU11111E111NI�:N _�1EIIIiII� >� 111�. :���� _ � IIIIII�E�illll NIINE,IEI III � � �' 1i1O MIN 11 IIIIIE�I( 11111AM =_ -��-- IIIIIIIIIIII IIIIIIIxIIIN�� �• , ve �__� .1 � IIIIIIiIIEllll�lllll� IN ' , • r --_ _� Illllllxitillllllll IIIIIII IUIIIIIIIII I ('IM! r' - -- 11111111111111111111 11111111111111111111 NII IIiNIII INII'JI , r -- �-- 11111111111111111111111111111111111 it i ! ' - -- -- Illlllllihdlllllll Illllllllhlllllllll Nd11EIlIll1� NNIIIIl11 � —' IIIIIN�'II III Ii,�Illlll� 4: untinlnnunul nuuna!xn I I I �+I 11� i= IIIIIIIIt01111ti`11tillll Ilu!11111111 'x I�� ; �' I —i-� �in Ixlltiulllhll�lll Illllllillllll IIIIIIIE�i;lllll f �1, . 6��Ill:,i IIIIIII IIIN6JINII Nlllllli,, oo� d ��Q F o �yeAl �vp - 11��1116i1�! an Jim9es1�9111v@9O1 000� rim '���'�► �f�l/lll/lllll,ll/lll �oP�a of �' Vicinity M8P s� o� �e,i,lltf I .. , poi �ii/Il/ ,r1IM. llll// Ir•, ,e (FMWA Only) CITY OF RENTON CALL FOR BIDS W-723-S. 134th St. , W-726-N.E. 10th St. , & 14-727-87th Ave. S. Watermain Improvements Sealed bids will be received until 2:30 p.m. , June 22, 1984 at the City Clerk's office and will be opened and publicly read in t th loor conference room, Renton Municipal Building, 200 Mill Ave. South. The work to be performed within 60 working days from the date of commencement under this contract shall include, but not be limited to: Installina 2000 lineal feet of 12"; 2800 lineal feet of 8"; and 500 lineal feet of 4" ductile iron watermain, qate valves, fire hydrants, street and shoulder restoration and all other necessary appurtenances to make a complete installation. The: City reserves the right to reject any and/or all bids and to waive any and/or all informalities . Approved plan and specifications and form of contract documents may be obtained at the Public Works Department office at the Renton Municipal Building for a deposit of $ 25.00 each set plus $ 5.00 to cover postage, if mailed. The deposit will be—refunded upon return o tie Plans and Specifications in good condition within thirty days after bid opening. 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 lust accompany each bid. The City's Fair Practices and Non-Discrimination Policies shall apply, The City of Renton hereby notified all bidders that it will affirmatively insure that in any contract entered into pursuant to this advertisement, minority business enterprises will be afforded full opportunity to submit bids in response to this invitation and will not be discriminated against on the grounds of race, color or national origin in consideration of an award. City Clerk Published: Record Chronicle: June 8 & June 15, 1984 Daily Journal of Commerce: June 8 & June 15, 1984 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 2:30 o' clock p.m. , on 0e 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 proposal may be changed or withdrawn after the time set for receiving bids. Proposals shall be submitted on the forms attached hereto. 2. The work to be done is shown on the plans, Quantities are understood tr. 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 pertions of that work as deemed necessary. 3. Plans may be examined and copies obtained at the Public Works Department Office. Bidders shall satisfy themselves as to the local conditions by inspection of the site. 4. The bid price for any item must include the performance of all work necessary for 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 tonal amount. In the event of errors, the unit price bid will govern. Illegible figures will invalidate the bid. 6. The right Is reserved to reject any and/or all bids and to waive inform- alities if it is deemed advantageous to the City to do so. 7. A certified check or satisfactory bid bond made payable without reservation to the W . ector of Finance of the City of Renton in an 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 ,s to award of contract. The check of the successful bidder will be returned provided he enters into a contract and furnishes a satisfactory performance bond covering the full amount of the work within ten days after receipt of notice of intention to award contract. Should he.. fail , or refuse to do so, the check shall be forfeited to the City of Renton as liquidated damage for such failure. 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 wort• will be made in Cash Warrants. Rev. 7/15/81 MIBIT "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 service rc all citizens and to assure equal employ- ment opportunity to all persons regardless of race; ct-aed; color; ethnicity; national origin; sex; the presence of a nor.-job-related physical, sensory, or mental handicap; age; or marital status. This policy shall be based on the :rineiples of equa;, employment opportunity and affirmative action guidelines as seL forth in federal, state and local laws. All departments of the City of Renton shall adhere to the following Juidelines: (;) EMPLOYMENT PRACTICE: - All activities :elating to employ- ment such as recruitment, selection, promotion, termination and training shall be conducted id a non-discriminatory manner. Personnel decisions wil' be based on individual performance, staffing requiremei.te, and in accordance with governing Civil Service Laws and the agreement between the City of Renton and the Washington State Council of County and City Employees. (2) COOPERATION WITH HUMAN RIGHTS ORGANIZATIOU - The City of Renton willcooperate Tully wit a gansaations and commissions organised to promote fair practices and equal apportunitb in employment. (3) AFFIRMATIVE ACTION PROGRAM - The City of Renton Affirmative Action Program wi a maintained to facilitate equitable representation within the City workforce and to assure equal employment opportunity to all. It shall be the responsibility and duty of all City officials and employees to carry gut the policies, guidelines and corrective meaeurss d set forth by this program. Corrective employment programs may be established by the Mayor on thr 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 ucting usinesa 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. Washington, this 2nd _ day of June 2980. CITY OF RENTtON: REEN�TOON CITY CGUNCIL: Mayor Council President Attest: Issued: July 10, 1972 Revised: February 9, 1976 C ty Clark ` Revised: June 2, 1980 CERTIFICATION BY PROPOSED CONTR7 �R, SUBCONTRACTOR AND SUPPLER RE' ')ING EQUAL EMPLOYMENT OPPORTUNITY Name of Prime Contractor Project Name INSTRUCTIONS this certification is required pursuant to Federal Executive Order 11246. The implementing rules and regulations provide that any bidder or prospective contractor, or any of their proposed 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 subcontract subject to the equal opportunity clause; and, if no, whether it has filed all compliance reports due under applicable instructions. The City has heretofore adopted Resolution 2340 under date of June 2, 1980, amending a "Fair Practices Policy," as implemented by an "Affirmative Action Program" therein amendinq the policy of the City of Renton to promote and afford equal treatment and service to all citizens and to assure equal employment opportunity based on ability and fitness to all persons regardless of race; creed; color; ethnicity, national origin; sex; the presence of a non-job-related physical, sensory or mental handicap; ace or marital status. This policy shall likewise apply to all contractors, subcontractors and suppliers conducting business with the City of Renton who in turn shall affirm and subscribe to said practices and policies. The aforementioned provisions shall not apply to contracts or subcontracts for standard commercial suppliers or raw materials or firms or organizations with less 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 submit an Affirmative Action Plan, the minimum acceptable peecentage of minority employment will be that percentage which is currently listed in "Appendix I" (City of Renton Goals and Timetables) in the published City of Renton Affirmative Action Proqram, i.e. 9.1%. Thi- Proqram 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 against any person in hiring, promoting, discharging, compen- satino or any other term or condition of employment, by reason of such person's status, reference the (il) categories listed in par*. 2 above. Contractor further agrees that he will take affirmative and continuous action to insure full compliance with such policy and program in all respect*; it being strictly understood and agreed tnat failure to comply with any of the terms of said provisions shall be and constitute a material breach of this -ontract. .ontractor shall, upon request and/or as soon as possible thereafter, furnish unto the City any and all information and reports required by the City to determine whether full compliance has been made by the contractor with said policy and program and contractor will permit access to his books, records and accounts by the City for the purpose of investigation to ascertain such compliance. Contractor further acknowledges that he has received a true and complete copy of the City's "Fair Practices Policy." Contract e ntification Number CERTIFICATION BY: CONTRACTOR or SUBCONTRACTOR or SUPPLIER NAME: ADDRESS: REPRESENTATIVES: ' TITLE: PHONE: 1. Contractor/Subcontractor/Supplier has participated in a previous contract or subcontract subject to the Equal Opportunity Clause: --Yes _No 2. Compliance reports were required to he filed in connection with such contract or subcontract: _Yes —No 3. Contractor/Subcontractor/Supplier has filed all compliance riporta due under applicable instructions: Yes No 4. If answer to item 3 is "No", please ,plain in detail on reverse side of tt'is certification.. CERTIFICATION; The information abov.. is true and complete to the beat of my knowledge and belief. Name and Title of Signer (please type or print) signature ate Reviewed by City Authority: Date: Rev, 1/31/83 Rev. 4/83 PUBLIC WORK OR IMPROVEMENT PARTICIPATION CERTIFICATION: REF. RCW 35.22.650 CONTRACTS EXCEEDING $10,000 (OR $15 000 FOR WATERMAIN CONSTRUCTION) MINORITY BUSINESS ENTERPRISES (MBE) and WOMENS' MINORITY BUSINESS ENTERPRISES (WMBE) (BUSINESSF3 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 ousiness at least fifty-one percent of which is nwned by minority group members. Minority group members include, but are not limited to blacks, women, native Americans, Orientals, Eskimus, Aleuts and Spanish Americans. The City will consider sworn affidavits presented by subcontractors in advance of contract award as one means of establisning minority status in accordance with criteria cited above. To be eligible for award of this contract, the bidder must execute a,id submit, as a part of the bid, the following certification which will be deemed a part of the resulting contract. A bidder's failure to submit this certification or submission of a false certification shall render his bid nonresponsive. MINORITY BUSINESS ENTERPRISE CERTIFICATION Certifies that: Name of Bidder (a) it (does) (does not) intend to sublet a portion of the contract work and (has) (has not) taken affirmative action to seek out and consider minority business enterprises as potential subcontractors. (b) the contacts made with potential minority business enterprise subcontractors and the results thereof are listed below. Indicate whether MBE or WMBE and identify minority group. (If necessary, use additional sheet.) MBE Min. Gr. WMBE 1. ❑ ❑ (Name of Finn, Bid Item, Results of Contacts) 2. ❑ ❑ 3 ❑ ❑ 4. ❑ ❑ 5. ❑ El Mr./Ms. has been designated as the 'iaison officer for the administration of the minority business enterprise program for this firm. CERTIFICATION OF EQUAL EMPLOYMENT OPPORTUNITY REPORT Certification with regara to the Performance of Previous Contracts or Sub- contracts subject to the Equal Opportunity Clause and the filing of Required Reports. The bidder , proposed subcontractor , hereby certifies that he has has not 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 Committee the Director of the Office federal Contract Compliance, a Federal Government contracting or administering agency, or the former President's Committee on Equal Employment Opportunity, all report-- due under the applicable filing requirements. (Compan), _ By: (Title) _ Date: Note: The above certification is required by the Equal Employment Opportunity Regulations of the Secretary of Labor (41 CFR 60-1.7 (b) (1) , and must be submitted by bidders and proposed subcontractors only in connection with contracts and subcontracts which are subject to the equal opportunity clause. Contracts and subcontracts which are exempt from the equal opportunity clause are set forth in 41 CFR 60-1.5. (Generally only contracts or subcontracts of $10,000 or under are exempt.) Currently, Standard Form 100 (EEO-1) is the only report required by the Executive Orders or their implementing regulations. Proposed prime contractors and subcontractors who have participated in a previous contract or subcontract subject to the Executive Orders and have not filed the required reports should note that 41 CFR 60-1.7 (b) (i) prevents the award of contracts and subcontracts unless such contractor submits a report covering the deliquent period or such other period specified by the Federal Highways Administration or by the Director, Office of Federal Contract Compliance, U.S. Department of Labor. CERTIFICATION OF L7DDERS AFFIRMATIVE ACTIOr PLAN Bidder is to indicate by check-mark which of the following statements pertains to this bid package, and is to sign the certification for that specific statement: a) It is hereby certified that the bidder is exempt from the City's i Affirmative Action Plan requirements because: "Average annual employment lev( l, is less than eight permanent employees, and the total contract amount kith 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 OR c) It is hereby certified that an Affirmative Action Plan is supplied with this Bid Package. Said Plan will be subject to review and approval by the City as a prerequisite to the contract award, and it includes: 1) Present utilization of minorities and females by job classification, 2) Goals and ;imetables of Minority and Female Utilization, and 3) Specific Affirmative Action Steps directed at increasing Minority and Female Utilization. Company Date BY: Title OR d) It is hereby certified that an Affirmative Action Plan will be supplied to the City of Renton within five (5) working days of receipt of notification of low-bidder status. Said Plan will be subject to review and approval by the City as a prerequisite to the contract award, and it will include: 1) Present utilization of Minorities and Females by Job Classification, 2) Goals and Timetables of Minority and Female Utilization, and 3) Specific Affirmative Action steps directed at increasing Minority and Female Utilization. Company Date BY: Title Rev. 9/9/7S NON-COLLUSION AFFIDAVIT STATE OF WASHINGTON ) SS COUNTY OF ) being duly sworn, deposes and says, that he is the identical person who submitted the foregoing proposal or bid, and that such bid is genuine and not sham or collusive or made in the interest or on behalf of any person not therein named, and further, that the deponent has not di, ctly induced or solicited any other Bidder on the foregoing work or equipment to put in a sham bid, 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. SIGN HERE: Subscribed and sworn before me this ,_ day of , 19 Notary ub is in and for the State of residing at therein. CERTIFICATION RE: ASSIGNMENT OF ANTITRUST CLAIMS TO PURCHASER TO THE CITY OF RENTON RENTON, WASHINGTON: Vendor and purchaser recognize that in actual economic practice overcharges resulting from antitrust violations are in fact usually borne by the purchaser. Therefore, vendor hereby assigns to purchaser any and all claims for such overcharges as to goods and materials purchased in connection with this order or contract, except as to overcharges resulting from antitrust violations commencing after the date of the bid, quotation, or other event establishing the price under this order or contract. In addition, vendor warrants and represents that each of his suppliers ar , subcontractors shall assign any and all such claims to purchaser, subject to the aforementioned exception. Name of Project Name of Bidder's Firm Signature of AutKorized Representative of Bi er Date MINIMUM WAGE AFFIDAVIT FORM City of Renton ss COUNTY OF I , the undersigned, having been duly sworn, deposed, say and certify that in connection with the performance of the work of this project, I will pay each classification of laborer, workman, or mechanic employed in the performance of such work; not less than the { revailing rate of wage or not less than the minimum rate of wages as specified in the principal contract; that I have read the above and fo-egoing statement and certificate, know the contents thereof and the substance as set forth therein is true to my knowledge and belief. CONTRACTOR Subscribed and sworn to before me on this day of 19 Notary Public in and for the State of Washington Residing 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 o- 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 obligation is such that if the Obligee shall make any award to the Principal for according to the terms of the proposal or bid made by the Principal therefor, and the Principal shall duly make and enter into a contract with the Obligee in accordance with the terms of said proposal or bid and award and shall give bond for the faithful performance thereof, with Surety or Sureties approved by the Obligee; or if the Principal shall , incase of failure to do so, pay and forfeit to the Obligee the penal amount of the deposit specified in the call for bids, then this obligation shall be null and void; otherwise it shall 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 Surety 19 Received return of deposit in the sum of $ 1 PROPOSAL TO THE CITY OF RENT014 RENTON, WASHINGTON Gentlemen: The undersigned hereby certif that has examined the site of the proposed work and ha read and thoroughly understand the plans, specifications and contract governing the work embraced in this improvement, and the method by which payment will be made for said work, and hereby propose to undertake and complete the work embraced in this improvement, or as much theren• can be completed with the money available, in accordance with the said plans , specifications and contract and the following schedule of rates and prices: (Note: Unit prices for all items, all extensions, and total amount of bid should be shown. Show unit prices both in writing and in figures. ) Signature Address _ Names of Members of Partnership: OR Name of President of Corporation Name of Secretary of Corporation Corporation Organized under the laws of With Main Office in State of Washington at South 134th St. Watermain Improvements Water Project No. W-723 SCHEDULE OF PRICES (Note: Unit prices for all items, all extensions and total amount of bid must be shown. show unit prices in both words and fiqurt;s and where conflict occurs the written or typed words shall prevail.) SCHEDULE "A" 7a, APPROX. ITEM WI'PkI UNIT PRICED BID UNIT PRICE AMOUNT UANTITY (Unit Prices to be Written in words DOLLARS CTS. DOLLARSCTS. - — A-1 . 110 LF Furnish & Install )2" Class 52 Ductile Iron Pipe (T.J.) $- - Per-1-7. or s �gures A-2. 2050 LF Furr sh & Install 8" Class 52 Ductile Iron Pipe Per L.F. A-3. 2160 LF Furnish & Install Electrical Bonding for Cuntinuity 1 $----------- Per L.F. A-4. I '1160 LF Furnish & Install Plastic Film Wrap for Pipe Per L.F. A-5. 1 EA. Furnish & Install 12" Gate Valve Assembly $er Each Each A-6. 1 EA. Furnish & Install 10" Gate Valve Assembly Per EaEach A-7. 8 EA. Furnish & Install 8" Gate Valve Assembly Per Each A-8. 1 EA. Furnish & Install 6" Gate Valve Assembly Per Each A-9. 3 EA. Furnish & Install Fire Hydrant Assembly Per Each A-10. I EA. Furnish & Install Insulating Coupli g $ IPer Each South 134th St. Watermain Improvementr Water Project No. W-723 SCHEDULE OF PRICES (Note. Unit prices for all items, all axtensions 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.) SCHEDULE "A" ITEM APPROX. ITEM WITH UNIT PRICED BID^ UNIT PRICE AMOUNT NO. QUANTITY Unit Prices to be written in Words DOLLARS CTS . DOLLARS CTS. A-11 . I 3 EA. Furnish & Install Cathodic Protection Test Station - Type "F" Per Each (Words) (Figures) A-12. 2 EA. Furnish & Install 2" Temporary Blow-off Assembly $ _ er _ P Each — -- A-13. 5 CY ' Furnish & Install Concrete Blocking Per C.Y. - - A-14. 600 TONS Furnish & Install Bank Run Trench Backfill Per Ton — — - - A-15. 150 TONS Furnish & Install Crushed Rock Backfill Per Ton ^-- ------- -_ A-16. 280 SY Furnish & Install Asphaltic Concrete Surface Restoration Per `— A-17. 80 TONS Furnish & Install Crushed Rock Shoulder Restoration Perron ---- - ---- A-18. 3 EA. Furnish & Install Type I Retap of 3/4" Water Service Per Each - A-19. 3 EA. I Furnish & Install Type II Retap of 3/4" Water Service $ _ Per Each Subtotal 8.1% Sales Tax TOTAL SCHEDULE "A" N r. loth St. Watermain Improvemen* Water Project No. W-726 SCHEDULE OF PRICES (Note: Unit prices for all items, all extensions 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.) =ITEMAP�ROX. SCHEDULE "B"ITEM WI'PH UNIT PRICED BID UNIT PRICEAMOUNT NTITI (Unit prices to be written in words) DOLLARS CTS. DOLLARS CTS. B-1 . 1300 LF I Furnish & Install 12" Class 52 Ductile Iron Pipe (T.J.) jPer L.F. Words Figures B-2. 20 LF Furnish & Install 6" Class 52 Ductile Iron Pipe (T.J.) $ Per L.F. B-3. 2 EA. Furnish & Install 10" Gate Valve Assembly Per Each B-4. 3 EA. Furnish & Install 6" Gate Valve Assembly a Per Each B-5. 4 EA. Furnish & Install Fire I Hydrant Assembly Per Each B-6. 10 CY Furnish & Install Concrete Blocking Per C.Y. B-7. 1i 680 TONS Furnish & Install Bank Run Backfill Per Ton B-8. I 570 SY Furnish & Install Asphaltic IConcrete Restoration — — Per S.Y. 8-9. 5 SY Furnish & Install Cement Concrete Restoration Per S.Y. I I N G. loth St. Watermain Improvement Water Project No. W-726 SCHEDULE OF PRICES (Note: Unit prices for all i ems, all extensions and total amount of bid must be shown. Show unit prices in both words and figures and where cvnflict occurs the written or typed words shall prevail.) SCHEDULE "B" ITEM APPROX. ITEM WITH UNIT PRICED BID UNIT PRICE AMOUNT NO. QUANTITY (Unit Prices to be Written in words) DOLLARS CTS. DOLLARS CTS. B-10. 10 EA. Furnish & Install Type I Retap of 3/4" Water Service Per Each Words Figures B-11. 20 EA. Furnish & Install Type II Retap of 3/4" Water Service Per Each Subtotal 8.1% Sales Tax TOTAL SCHEDULE "B" f II 1 R7*.h Ave. S. Watermain Improvement Water Project No. W-727 SCHEDUIE OF PRICES (Note: Unit prices for all items, all extensions 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.) SCHEDULE "C" ITEM APPRDX. 1 ITEM WITH UNIT PRICED BID UNIT PRICE: AMOUNT NO. I QUANTITY Unit prices to be Written in Words DOLLARS CTS. DOLLARS CTS. C-l . i 590 LF Furnish & Install 12" Class 52 + Ductile Iron Pipe (T.J.) PerT. - or s figures C-2. 40 L.F. Furnish & Install 10" Class 52 Ductile Iron Pipe (T.J.) Per L.F. C-3. 740 LF Furnish 8 Install 8" Class 52 Ductile Iron Pipe Per L.F. C-4. 500 ' F Furnish & Install 4" Class 52 Ductile Iron Pipe (T.J.) Per L.F. C-5. 1 EA. Furnish & Install 12" Gate Valve Assembly Per Each C-6. 1 EA. Furnish & Install 8" Gate Valve Assembly Per Each - C-7. 2 EA. Furnish & Install 4" Gate Valve Assembly Per Each C-8. 2 EA Furnish & Install Fire Hydrant Assembly Per Each — C-9. 2 EA. Furnish & Install Permanent 2" Blow-off Assembly Per Each C-10. 5 CY Furnish & Install Concrete Bleckin Per C.Y. --�� el'.i Ave.S. Watermain Im rovementc Water Project No. W-727 SCHEDULE OF PRICES (Note: Unit prices for all items, all extensions 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.) SCHEDULE "C" �T_EPI�APPROX. ITEM WITH UNIT PRICED BID UNIT PRICE AMOUNT NO. QUANTITY (Unit Prices to be written in Words) DOLLARS CTS. DOLLARS CTS. C-11 . 570 TONS Furnish & Install Bank Run Backfill $ _ Per Ton (Words) � (Figures) C-12. 100 TONS Furnish & Install Crushed Rock Backfill 8 __ Per Ton C-13. 70 SY Furnish & Install Asphaltic Concrete Restoration $ _ Per S.Y. — C-14. 10 SY Furnish & Install Cement Concrete Restoration Per S.Y. C-15. 50 TONS Furnish & Install Crushed Rock Shoulder Restoration Per Ton — C-16. 10 EA. Furnish & Install Type I Retap of 3/4" Water Service $ Per Each -`— C-17. 10 EA. Furnish & Instore Type II Retap of 3/4" Water Service $ Per Each `- — C-18. 1 EA. Furnish & Install Retap of 2" Water Service Per Each Subtotal 8.1% Sales Tax TOTAL '. CHEDULE "C" TOTAL SCHEDULE "A" $ TOTAL SCHEDULE "B" $ TOTAL SCHEDULE "C" $ GRAND TOTAL (ALL SCHEDULES)$ THE UNDERSIGNED BIDDER HEREBY AGREES TO START CONSTRUCTION WORK ON THIS PROJECT IF AWARDED HIM WITHIN 10 DAYS AND TO COMPLETE THE WORK WITHIN 60 CONSECUTIVE WORKING DAYS FrOM DATE OF EXECUTION. DATED THIS _ DAY OF _ - _ 1984. SIGNED TITLE ADDRESS PHONE CITY OF RENTON BUSINESS LICENSE # STATE CONTRACTORS LICENSE # ACKNOWLEDGEMENT OF RECEIPT OF ADDENDA: #: DATE _ #-- - DATE - - #_ DATE _ #_ DATE �_ BOND TO THE CITY OF RENTON KNOW ALL MEN BY THESE PRESENTS: That we, the undersigned as principal , and corporation organized and existing under the laws of the State of as a surety corporation, and qualified under the laws of the State of Washington to become surety upon bonds of contractors with municipal corporations, as surety are jointly and severally held and firmly bound to the City of Renton in the penal sum of $ for the payment of which sum on demand we bind our- selves and our successors, heirs, administ*ators 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 at , Washington, this day of 19_ Neve, theless, the conditions of the above obligation are such that: WHEREAS, under and pursuant to Ordinance (or Resolution) No. 2295 providing for which contract is referred to herein and is made a part hereof as though attached hereto) , and WHEREAS, the said principal has accepted, or is about to accept, the said contract, and undertake to perform tFe work therein provided for In the manner and within the time Set forth; NOW. THEREFORE, if the said shall faithfully perform all of the previsions of said contract in the manner and within the time therein set firth, or within such extensions of time as may be granted under said contract, and shall pay all laborers, mechanics, subcontractors and materialmen, and all persons who shall supply said principal or subcontractors with provisions and supplies for the carrying on of said work, and shall hold said City of Renton harmless from any loss or damage occasioned to any person or property by reason of any care- lessness or negligence on the part of said principal , or any subcontractor in the per- formance of stid work, and shall indemnify and hold the City of Renton harmless from any damage or expense by reason of failure of performance as specified in said con- tract or from defects appearing or developing in the material or workmanship provided or performed under said contract within a period of one year after its acceptance thereof by the City of Renton, then and in that event this obligation shall be void; but other- wise it shall be and remain in full force and effect. Revised: 8/16/83 Iof7 CONTRACTS OTHER THAN FEDERAL-AID FHWA THIS AGREEMENT, made and entered into this __ day of 19 , by and between THE CITY OF RENTON, Washington, a municipal corporation of the State of Washington, hereinafter referred to as "CITY" and hereinafter referred to as "CONTRACTOR." WITNESSETH: 1 ) The Contractor shall within the time stipulated, (to-wit: within working days from date of commencement hereof as required by the Contract, of which this agreement is a component part) perform all the work and services required to be performed, and provide and furnish all of the labor, materials, appliances, machines, tools, equipment, utility and transportation services necessary to perform the Contract, and shall complete the construction and installation work in a workmanlike manner, in connection with the City's Project (identified as No. for improvement by construction and installation of: All the foregoing shall be timely performed, fi nished, constructed, installed and completed in strict conformity with the plans and spec- ifications, including any and all addenda issued by the City and all other documents hereinafter enumerated, and in full compliance with all applicable codes, ordinances and regulations of the City of Renton and any other governmental authority having jurisdiction thereover. It is further agreed and stipulated that all of said labor, materials, appliances, machines, tools, equipment and services shall be furnished 2of 7 Contracts Other Than Federal-Aid FHWA and the construction installation performed and completed to the satisfaction and the approval of the City's 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)tacce of the Contractor's bid and signing of this agreement, consists of the following documents, all of which are component parts of said Contract and as fully a part thereof as if herein set out in full , and if not attached, as if hereto attached. a) This Agreement b) Instruction to Bidders c) Bid Proposal d) Specifications e) Maps & Plans f) Bid g) Advertisement for Bids h) Special Provisions, if any i) Technical Specifications, if any 3. If the Contractor refuses or fails to prosecute the work or any part thereof, with such diligence as will insure its completion within the time specified in this Contract, or any extension in writing thereof, or fails to complete said work with such time, or if the Contractor shall be adjudged a bankrupt, or if he should make a general assignment for the benefit of his creditors, or if a receiver shall be appointed on account of the Contractor's insolvency, or if he or any of his Rev. 4/83 Contracts Other Than Federal-Aid FHWA 3 of 7 subcontractors should violate any of the provisions of this Contract, the City may then serve written notice upon him and his surety of its intention to terminate the Contract, and unless within ten (10) days after the serving of such notice, such violation or non-compliance of any provision of the Contract shall cease and satisfactory arrangement for the correction thereof be made, this Contract, shall , upon the expiration of said ten (10) day period, cease and terminate in every respect. In the event of any such termination, the City shall immediately serve written notice thereof upon the surety and the Contractor and the surety shall have the right to take over and perform the Contract, provided, however, that if the surety within fifteen 15 days after the serving upon it of such notice of termination does not perform the Contract or does not commence performance thereof within thirty (30) days from the date of serving such notice, the City itself may take over the work under the Contract and prosecute the same to completion 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. 4) The foregoing provisions are in addition to and not in limitation of any other rights or remedies available to the City. Contracts Other Than Federal-Aid FHWA 4 of 7 5) Contractor agrees and covenants to hold and save the City, its officers, agents, representatives and employees harmless and to promptly indemnify same from and against any and all claims, actions, damages, liability of every type and nature including all costs and legal expenses incurred by reason of any work arising under or in connection with the Contract 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 an account of any patented or un- pa'ented invention, process, artic� , 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 of such party. Any such 5 of 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 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 as liquidated damages (and not as a penalty) for each such day, which shall be paid by the Contractor to the City. 8) Neither the final certificate of payment nor any F:ovision 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 reasonable promptness after discovery thereof, and Contractor shall be 6of 7 Contracts Other Than Federal-Aid FHWA obligated to take immediate steps to correct and remedy any such defect, fault or breach at the sole cost and expense of Contractor. 9) The Contractor and each subcontractor, if any, shall submit to the City such schedules of quantities and costs, progress schedules, pay- rolls, rcports, estimates, records and miscellaneous data pertaining to the Contract as may be requested by the City from time to time. 10) The Contractor shall furnish a surety bond it bonds as security for the faithful performance of the Contract, including the payment of all persons and firms performing labor on the construction project under this Contract or furnishing materials in connection with this Contract; said h,)nd to be in the full amount of the Contract price as specified in Paragraph 11 . The surety or sureties on such bond or bonds must be duly licensed as a surety in the State of Washington. 11 ) The total amount of this Contract is the sum of which includes Washington State Sales Tax. Payments will be made to Contractor as specified in the "Special Provisions" of this Contract. Rev. u/83 Contracts Other Than Federal-Aid FHWA 7of7 IN WITNESS WHEREOF, the City has caused these presents to be signed by its Mayor and attested by its City Clerk and the Contractor has hereunto set his hand and seal the day and year first above-written. CONTRACTOR CITY OF RENTON rest Ter,t artn6- Owner Mayor ATTEST: Secretary City C erk d/b/a trm Name Individual_ Partnership Corporation A Corporation Stag incorporation 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 i" one signature is permitted by corporation by-laws, a copy of the by-laws shall ae furnished to the c' ; atd made a part of the contract document. If business is a PARTNtKSHIP, full name of each partner should be listed followed by d/b/a (doing business as) and firm or trade name; any one partner may sign the contract. If business is an INDIVIDUAL PROPRIETORSHIP, the name of the owner should appear followed by d/b/a and name of the company. S;^�s CONTRACTOR/SUBCONTR ".OR � ti REPORTING PERIOD MONTHLY MANPOWER UTILIZATION REPORT U�� y Month: Year: To be submutted to the City's Project Goals and Timetables as committed �ngineer during the 1st week of following in Contractor's Affirmative !nth while contract is in progress. Prime N r Action Plan % Contractor is responsible for obtaining and submitting all Subcontractor Reports. or per City's Plan 9.1 e. TO: (Name and location of Compliance Agency Dept.) From: (Name and location of contractor) This report is required by Executive Order 11246, Section 203. Failure to report can result in sanctions which include suspension, termination, cancellations or debarment of contract. . . 2• 5. 4. % 5. b. mino- Total otal Work Hours of Employment (See footnote! rity number umber of of Clanei a• • " C. • a " e• T -A of minori! Employ. Hie- Amer. Asian/ Total total flca- Employ- ees Co�paltv'e Name (LD.) Trade tions Tota Black panic Indian Is�i `ale w,M ees C A _ Tr C A Tr C A Tr A Tr C A T AD r AD Tr Ap Tr 7. Ccmpagy Cffici¢1' igrLn , e Date S nod lg 9. Tel ane Dumber (In etude Area Code) L Rev. 11/77 (*Males 6 Females, "Minorities 6 Ncn-minorities) page of 7/80 (submittal Requirements 6 City's Goals/Timetables) RE I - TS FOR THE PREVENTION OF ENVIRONMENTAL ES POL In accordance with the provisions of Chapter 62 , Laws of 1973. H.B. 621 , the Contractor shall secure any permits or licenses required by , and comply fully with all provisions of the follow- ing laws , ordinances, and resolutions : Kin Count Ordinance No . 1527 requires Building and Land eve opment ivision an y raulics Division review of grading and filling permits and unclassified use permits in flood hazard areas . Resolution No . 3b230 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. Kin Count Ordinance No. 800 , Nn. 900, No. 1 nT NOo6 and Resolution n d 0 No. 33�,�3a.:�3$ �tJ0. 8i �S an in ing County Lode Titles 8 an 10 are provisions or 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. Pu et Sound Air Pollution Control Agencyy Reg�ation I : A regu anon to contro�tFie emission o air contaminantsirom all sources within the jurisdiction of the Puget Sound Air Pollution Control Agency (King , Pierce, Snohomish, and Kitsap Counties) in accordance with the Washington Clean Air Act , R.C.W. 70 . 94 . WAS_HINGTON STATE DEPAUMENT OF ECOLOGY W.A.C. 18-02 : Requires operators of stationary sources of air contaminants to maintain records of emissions , p re port to the State information concerning these emissions from his operations , and to make such information available to the public. See Puget Sound Pollution Control kgency Regulation I . R.C.W. 90. 48 : ! reacted to maintain the highest possible standards to ensure tFie purity of all water of the State consistent ationwith and public h'alth and public enjoyment thfishf �and eother aquatic protecting of wildlife , birds , game, life, 'and the industrial development of the State, and to that end require the use of all known available and reasonable methods by .ndustries and others to prevent and control the pollution of ful the waters of the State of Washington. It is unl wate to throw , wate drain , run or otherwise discharge into any of the r of this State any organic or inorganic matter that shall cause or tend to cause pollution of such waters . The law also provides for civil penalties of $5 , 000/day for each violation. R.C.W. 70 . 95: Establishes uniform statewide program for handling so i wastes which will prevent land, air ana water pollution. Makes it unlawful to dump or deposit solid wastes onto or under the surface of the ground or into the waters of this State except at a solid waste disposal site for which there is a valid permit. WASHINGTON STATE PARTMENT OF NATURAL RESOL ES R.C.W. 76. 04 . 370: Provides for abatement of additional fire baz- ar (lands 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. 70. 04. 010 : Defines terms relating to the suppression or abatement of—forest fires or forest fire conditions . R.C.W. 70. 94.660: Provides for issuance of burning permits for aFa2irig'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, gravel , stone , 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 Ian rec amation. W.A. C. 332- 24 : Codifies requirements of R.C.W. 76. 04 pertaining to land clearing and burning . U. S. ARMY CORPS OF ENGINEERS Section 1 of the River and Harbor Act of June 13, 1902: Author- izes ecretary o Army` — orps o ngineers to issue permits to any persons or corporation desiring to improve any navigable river at their own expense and risk upon approval of the plans and specifications. Section 404 of the Federal Water Pollution Control Act (PL92-500 86�tat --Au`tiorizes cretary o t t o e c_ Army, acting through 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 and wildlife or recreational areas . MISCEL'.;{JEOUS FEDERAL LEGISLATION Section 13 of the River and Harbor_ Act approved March 3, 1899: fro—vides that isc arge o mouse without permit into navigable waters is prohibited. Violation is punishable by fine. Any citi- zen may file a complaint with the U. S. Attorney and share a por- tion of the fine. -Z- PERMITS REQUIRED FOR THE PROJECT ARE AS FOLLOWS: KING COUNTY BUILDING AND LAND DEVELOPMENT DIVISION Kin Count Resolution No. 25789 requires an unclassified use permit _or ifling, quarrying including borrow pits and associ- ated activities such as asphalt plants , rock crushers) and refuse disposal sites and provides for land reclamation subse- quent to these activities . A copy is available at the Department of Public Works or Building and Land Development Division. Shoreline Mana eme t Act 1971 requires a permit for construction on mate s ore ine- hermit acquired by Public Works and reviewed by Building and Land Development Division. K_i�n__� Count Ordinance No. 1488 requires permit for grading, land fills—grave pits , um�uarrying and mining operations except on County right-of-way. Review by Building and Land Develop- ment Division. WASHINGTON STATE DEPARTMENT OF FISHERIES AND GAME PRChapter 112 Laws of 1949: Requires hydraulics permit or! certain King ounty Department of Public Works will outain. ) WASHINGTON STATE DEPARTMENT OF ECOLOGY W.A.C. 173 220: Requires a National Pollutant Discharge Elimination System h 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 , pit operations, or any operation which results in a discharge which contains turbidity. ) 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 tFe Department of Ecology whenever it is desired to change the purpose of use, the place of use, the point of withdrawal and/or the diversion of water. W.A.C. 508-12- 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. SOB-60 : Requires permit to construct in State flood controln zoe. King County Public Works secures one for design. Contractor secures one for his operation (false work design, etc . ) . -3- PERMITS REQUIRED FOR THE PROJECT - Continued WASHINGTON STATE DEPARTMENT OF NATURAL RESOURCES R.C.W. 76. 04.150: Requires burning permit for all fires except or small out oor fires for recreational purposes or yard debris disposal . Also the Department of Natural Resources reserves the right to restrict burning under the provisions of R.C.W. 76.04,150, 76, 04. 170 , 76.04. 180, and 70.94 due to exteme fire weather or to prevent restriction of visibility and excessive air pollution. R.C.TV. 76. 08 . 030 : Cutting permit required before cutting merchant- able timber. R.C.W. 76.08. 275 : Operating permit required before operating power equipment in dead or down timber. R.C.W. 78.44. 080: Requires permit for any surface mining opera- tion (including -sand, gravel , stone, and earth from borrow pits) . UNITED STATES ARMY CORPS OF ENGINEERS Section 10 of River and Harbor Act of March 3 1899: Requires permit for construction (other than ri gee , see U- S. Coast Guard administered permits) on navigable waters (King County Department of Public Works will obtain) . FIRE PROTECTION DISTRICT R.C.W. 52 . 28. 010, 52. 28, 020 , 52 , 28 , 030 , 52. 28 . 040 , 52 . 28 . 050 : roux es ant ority or, requirements o and pena ties or ailure to secure a fire permit for building an open fire within a fire protection district. UNITED STATES COAST GUARD Section 9 of River and Harbor Act of March 3 1899 General Bridge Act o Marc 3, 6, and General ;lid a ct o 19 as amended must "�Tg� equires a permit or construction o ri ge on navigable waters (King County Department of Public Works will obtain) , King County Department of Public Worts will comply with pertinent sections of the following laws while securing the afore- mentioned permit : Section 4 (f) of Department of Transportation Act , National Environmental Policy Act of 1969, Water Quality Improvement Act of 1970. PUGET SOUND AIR POLLUTION CONTROL AGENCY Section 9. 02(d) (2) (iii� of Re ulation I : Request for verifica- tion o popu anon 3ensity . ontractor should be sure his opera- tions are in compliance with Regulation I , particularly Section 9. 02 (outdoor fires) , Section 9. 04 (particulate matter--dust) , and Section 9. 15 (preventing particulate matter from becoming airborne) . -4- PERMITS REQUIRED FOR THE PROJECT - Continued ENVIRONMENTAL PROTECTION AGENCY Title 40 Chapter Ic , Part 61 : Requires that the Environmental rotesi ct— on Agency be notifil—ea 5 days prior to the demolition of any structure containing asbestos material (excluding residential structures having fewer than 5 dwelling units) . The above requirements will be applicable only where called for on the various road projects . Copies of these permits , ordinances , laws , and resolutions are available for inspection at the Office of the Director of Public Works, 900 King County Administration Building , Seattle, Washington, 98104 . It shall be the responsibility of the Con- tractor to familiarize himself with all requirements therein. All costs resulting therefrom shall be included in the Bid Prices and no additional compensation shall be made. All permits will be available at construction site . -S- MWY-R32320-AA PREVAILING MINIMUM HOURLY WAGE RATES MAY 24 , 1984 CUPAIIUN: LABORERS LOCATION: CLALLAM, GRAYS HARBOR, ISLAND♦ JEFFERSON, KING, KITSAP, LEWIS, MASON, PACIFIC (NORTH OF WAMKIAKUM COUNTY NORTHERN BOUNDARY EXTENDED DUE WEST TO THE PACIFIC OCEAN), PIERCE, SKAG179 SNUHDMISH, THURSTON AND WHATCOM COUNTIES. FRINGE BENEFITS HEALTH AND WELFARE 1.75 S/HR. STATE PENSION 1.45 VHR. STATE TOTAL HOURLY BENEFITS 2.88 S/HR. FEDERAL TRAINING FUND .13 S/HR. STATE WAGE RATES OCCUPATION OCCUPATION STATE FEDERAL CUOE DESCRIPTION RATE RATE GROUP I 3S0-2100 WINDOW CLEANER 8.46 10.13 GROUP IA 350-0350 CLEAN-UP LABORER 6.46 15.16 GROUP 2 350-0090 BATCH REIGHMAN 10.78 15.16 350-0460 CRUSHER FLEDER 10.70 15.16 3^0-1260 PILUT CAR 10.78 15.26 350-1810 IUULROOM MAN (Al JOB SITE ) 10.78 15.16 GROUP 3 350-0110 BROUMER 14.96 15.16 350-0130 BRUSH CUTTER 14 .96 15.16 350-0150 BRUSH HOG FEEDER 14.96 15.16 350-0190 BURNERS 14.96 15.16 350-0220 CAR AND TRUCK LOADER 14.96 15.16 350-OZBO CLMENT HANDLER 14.96 15.16 39)0-0300 CHANGE-HOUSE PAN OR DRY S14ACKMAN 14.96 15.16 350-0320 CHOKER SETTER 14.96 15.16 350-0360 CONCRETE AND MONOLITHIC LABORER 14.96 15.16 350-0390 CUNLRETE FORM STRIPPER 14.96 15.16 CITY OF RENTON WATER MAIN REPLACEMENT MISCELLANEOUS LOCATIONS FACE 1 HWY-k3?320-AA PREVAILING MINIMUM HOURLY WAGE RATES MAY 24, 1964 LUPAIIUN: LABORERS LOCATION: CLALLAM, GRAYS HARBOR , ISLAND, JEFFERSON, KING , KITSAP, LEWIS, MASU?19 PACIFIC (NOPYH OF WAHKIAKUM COUNTY NORTHERN BOUNDARY EXTENDED DUE WEST TO THE PACIFIC OCEAN) , PIERCE, SKAGIT , SNOHOMISH, IHUkSTON AND WHATCUM COUNTIES. WAGE VAIES ULCUPAIIUN OCCUPATION STATE FEDERAL CODE OLSCP.IPTION RATE RATE GkUUP 3 350-04I0 LURING CUNCREIL 14.96 15.16 3`^0-0520 DEMOLITION, WRECKING AND MOVING ( INCL. 14.96 15.16 CHAkkED MATERIALS) 350-OS30 DITCH DIGGER 14.96 15.16 350-0550 ORIERMAN 14.96 15.16 350-ObbO DUMPMAN 14.96 15.16 350-0700 ELEVATOR FEEDER 14.96 15.16 350-0725 FALLER AND BUCKER -- HAND ]4.96 15.16 350-0750 FINE GRADERS 14.96 15.16 350-0100 FORM SF11ER 14.96 15.16 350-0820 GI AP AL LABORER 14 .96 15.16 350-0870 UNUUI MACHINE HEADER TENDER 14 .96 15.16 350-0940 HEAUER LAbURER ANL GUARD RAIL ERECTOR 14.96 15.16 350-0970 HOUSE WRECKER 14.96 15.16 350-1100 MATERIAL YARDMAN ( INCLUDING ELECTRICAL) 14.96 15.16 350-1160 NIPPER-SWAMPER 14.96 15.16 350-1350 PITMAN 14 .96 15.16 350-1370 PUT TENDEk 14 .96 15.16 350-1530 RIPRAP MAN 14 .96 15.16 350-1640 SCALEMAN 14.96 15.16 350-I690 SKIPMAN 14 .96 15.16 350-1720 SLUPER SPRAYMAN 14 .96 15.16 350-1790 STUCKPILEk 14.96 15.16 350-1690 TRACK LABORER 14.96 15,16 350-1930 TRUCK SPOTTER 14.96 15.16 35U-2130 VINYL SEAMING 14.96 15.16 GROUP 3A 350-0010 ANCHOR MACHINES 14.96 15.50 350-0080 BALLAST REGULA70R MACHINE 14.9b 15.50 350-0240 CARPENTER TENDER 14.96 15.50 CITY OF RENTON WATER MAIN REPLACEMENT MISCELLAMEDUS LOCATIONS PAGE 2 HMY-R32320-AA PREVAILING MINIMUM HOURLY WAGE RATES MAY 24 , 1984 GUPATION: LABORERS LOCAIIUN: CLALLAM, GRAYS HARBURv ISLAND, JEFFERSON, KING• KITSAP • LEWISP MASUN. PACIFIC (NORTH OF WAHKIAKUM COUNTY NORTHERN BOUNDARY EXTENDED DUE NEST TU THE PACIFIC OCEAN) , PIERCES SKAGIT * SNOHOMISH, THUkSTUN AND WHATCOM COUNTIES. WAGE RATES ULLUPATIUN OCCUPATION STATE FEDERAL LUDE DESCRIPTION RATE RATE GROUP 3A 350-0310 CHIPPER 14.96 15.50 350-0330 CHOKER SPLICER 14.96 15.50 350-0340 CHUCK TENDER 14.96 15.50 35D-0710 EPUXY TECHNICIAN 14 .96 15.50 350-0810 GABION BASKET BUILDER 14.96 15.50 350-0660 GRINDERS 14 .96 15.50 350-0880 GRUUTMAN tPRESSURE ) . INCLUDING POST 14.96 15.50 TENSION BEAMS 3`0-1250 PAVEMENT bREAKERs UNDER 90 LOS. 1.4 .96 15.50 3f0-1320 PIPE POT TENDER 14.96 15.50 350-1340 PIPEWRAPPER 14.96 15.50 350-1330 POWUERMAN HELPER 14.96 15.50 350-1400 PUMER BUGGY UPERATUR 14.96 15.50 350-1410 PUMER JACKS 14.96 15.50 350-1510 kIBBON SETTER. HEAD 14.96 15.50 350-1550 RIPRAP MAN, HEAD 14196 15.50 350-1580 RUDDER 14.96 15.50 350-1110 SLOPER (LIVER 20' ) 14.96 15.50 350-1765 STAKE Ht'PPER 14.96 15.50 350-1b30 TAMFER (MULTIPLE ) 14 .96 15.50 350-11300 TUPMAN - IAIL14AN 14 .96 15.50 350-2030 VIBRATING SCREED (AIR, GAS OR ELECTRIC) 14.96 15050 1�.96 15.50 350-1450 WHEELBURRUW, PUNER DRIVEN GkUUP 3b 350-0270 CEMENT FINISHER TENDER 14.96 15.64 350-0570 DRILL DOCTOR AND BIT GRINDER 14 .96 15.64 350-I000 LASER BEAM OPERATOR 14.96 15.64 350-1379 POWDERMAN 14 .96 15.64 350-1940 TUGGER OPERATOR 14 .96 15.64 CITY OF RENTON WATER MAIN REPLACEMENT MISCELLANEOUS LOCATIONS PAGE 3 HWY-R32320-AA PREVAILING MINIMUM HOURLY WAGE RATES MAY 24 , 1964 LUPAIIUN: LAB!lkEkS LUCAIJU14: CLALLAM, GRAYS HARBUR, ISLAND, JEFFERSJ4, KING, KITSAP , LEWIS, MASON, PACIFIC (NORTH OF 6AHKIAKU4 COUNTY NORTHERN BOUNDARY EXIENDEU DUF WEST 10 THE PACIFIC OCEAN) , PIERCE . SKAGIT , SNOHOMISH, THURSTON AND HHATCOM COUNTIES. WAGE FATES ULCUPAIION OCCUPATION STATE FEDERAL LUDE DESCRIPTION RATE RATE GWUUP 4 350-0050 ASPHALT RARER 15.44 15.64 350-0250 CLMEA•7 DUMPER - PAVING 15.44 15.(,4 350-0650 DRILLER - WAGGN AND AIR TRACK OPERATOR 15.44 15.b4 350-0720 FALLER AND BUCKER - CHAIN: SAW 15.44 15.64 J50-0840 GRADE CHECKER AND TRANSIT MAN 15.44 15.64 350-0950 HIGH SCALER 15.44 15.64 350-1090 MANHOLE BUILDER 15.44 15.64 3SO-1200 NUZILLMAN (CONCRETE PUMP , GREEN CUTTER NHLN 15.44 15 .64 USING COMbINA71UN OF HIGH PRESSURE AIR AND WATER ON CONCRETE AND RUCK . SANDBLAST , GUNNITE , SHU7CRETE ) WATER BLASTER 350-1254 PAVEMENT BREAKER, OVER 90 LBS. I`_ .44 15.64 350-1280 PIPELAYER AND CAULKER 15.44 15.64 350-I67U SEWER TIMBERMAN 1`..44 ) 5,b4 350-1740 SPREADER (CARRIES GRADE WITH RUDDER) 15.44 15,64 350-Z000 VIBRATOR 1S.44 15,64 GROUP 4A 350-0420 CONCRETE SAW UPERATOR 15.44 15.50 350-0980 JACKHAMMER 15.44 15,50 350-1480 RAILROAD SPIKE PULLER 15.44 15.50 350-1750 SPREADER - CLARY POWER OR SIMILAR TYPES 15.44 15.50 350-1840 TAMPER (MULTIPLE AND SELF PROPELLED) 15.44 15.50 350-1620 IAMPER AND SIMILAR ELECTRIC, AIR AND GAS 15.44 15.50 OPERATED IDOLS 350-190S TRACK LINER (POWER) 15.V4 15.50 350-2090 WELL-POINI MAN i5.44 15.50 GROUP 4B 350-131s PIPE RELIhER (NOT INSERT TYPE) IS.44 15.74 C17Y OF RENTON WATER MAIN REPLACEMENT MISCELLANEOUS LOCATIONS PAGE HWY-R32320-AA PREVAILING MINIMU!, HOUFLY WAGE RATES MAY 241 1984 :UPAIII)N: LABORERS LUCATIUN: CLALLAMP GRAYS HARBORS ISLAND, JEFFERSON. KING, KIISAP, LEWIS , MASON, PACIFIC (NORTH OF WAHKIAKUPI COUNTY NORTHERN 60VNDARY EXTENDED DUE WEST 10 THE PACIFIC OCEAN) * PIERCE* SKAG11 , SNOHOMISH, THURSTON AND WHATCOM COUNT(FS. WAGE RAILS OCCUPATION OCCUPATION STATE FEDERAL CODE DESCRIPTION RATE RATE GROUP 5 350-0200 C415SON WURKER 15.00 15.74 J50-1030 LASER BEAM OPERATOR (TUNNEL) 15.80 15.74 350-1110 MINER 15.80 15.74 350-1380 PUWUERMAN 15 .80 15.74 350-1500 RE-TIMBERMAN 15.80 15.74 350-1130 SPAOER (TUNNEL ) 15.80 I` .74 OTHER 35D-9355 STATE: OVERTIME : ALL WORK PERFORMED IN EXCESS Of 6 HOURS 1N ANY ONE DAY OR IN EXCESS (IF 40 HOURS IN ANY ONE WEEK, MONDAY THROUGH SATURDAY, SHALL BE PAID AT ONE AND ONE-HALF TIMES THE EMPLOYEES REGULAR RATE . 350-9356 STATE: OVERTIME: ALL WORK PERFORMED ON SUNDAYS ANC HOLIDAYS SHALL BE PAID AT TWO TIMES THE EMPLOYEES REGULAR RATE. WORKING FOREMAN: 50 CENTS PER HOUR ABOVE THE HIGHEST LLASSIFICATION SUPERVISED CITY OF RENTON WATER MAIN REPLACEMENT MISCELLANEOUS LOCATIONS PAGE 5 HNY—R32320—AA PREVAILING MINIMUM HOURLY WAGE RATES MAY 24s 1904 LUPATIUNt LABURERS LOCATION: PACIFIC COUNTY (SOUTH OF THE WAHKIAKUM COUNTY NORTHERN BOUNDARY EXTENDED DUE WEST TU THE PACIFIC OCEAN). ****** STATE AND FEDEP.AL WAGE RATES ARE LISTED SEPARATELY ****** FRINGE. BENEFITS HEALTH AND WELFARE 1.75 $/HR. STATE PENSION 1.45 S/HR* STATE TOTAL HOURLY BENEFITS 3*55 S/HR. FEDERAL TRAINING FUND .13 $/HR. STATE WAGE RATES OCCUPATION OCCUPA7ION STATE FEDERAL CODE DESCRIPT104 RATE RATE ****** STATE WAGE RATE GROUP LISTING ****** GRUUP 1. 350-2100 WINDOW CLEANER 9.4L GRUUP IA 350-0350 CLEAN—UP LABORER 8.46 '— GRUUP 2 350-0090 BATCH MEIGHF0 10.76 350-0460 CRUSHER FCEDEF 10 .76 350-1260 PILOT CAR 10.78 350-1870 TUOLROOM MAN (At JOB SITE) 10.78 GRUUP 3 3`,C-0110 EROUMER 14.96 3`0-0130 BRUSH CUTTER 14.96 350-0150 BRUSh HOG FEEDER 14 .96 —' 350-0190 BURNERS 14.96 350-0220 CAR AND TRUCK LOADER 14.96 '- 350-02BL CEMENT HANDLER 14 .96 350-0300 CHANGE—HOUSE MAN OR DRY SHACKMAN 14.96 350-0320 CHOKER SETTER 14 .96 -' 315)-036C CUNCRETE AND MONOLITHIC LABORER 14.96 CITY OF REMTON WATER MAIN REPLACEMENT MISCELLANEOUS LOCATIONS PAGE 6 , J HWY-R32320-AA PREVAILING MINIMUM HOURLY WAGE RATES MAY 24, 198f. :UPAIION: LABO►. •RS LDCATIUN: PACIFIC CCV'-1Y (SOUTH OF THE WAHKIAKUM COUNTY NORTHERN BOUNDARY EXTENDED DU, WEST TO THE PACIFIC OCEAN). ****** STATE AND FEDERAL WAGE RATES ARE LISTED SEPARATELY ****** WAGE RATES UCCUPATIUN OCCUPATION STATE FEDERAL CODE DESCRIPTION RATE RATE ****** STATE 4AGE RATE GROUP LISTING ****** GROUP 3 350-0390 CONCRETE FORM STRIPPER 14*96 '- 350-0470 CURING CONCRETE 14*96 -- 350-0520 DEMOLIIION, WRECKING AND MOVING (INCL. 14.96 -- CHARRED MATERIALS) 350-0530 UITI,M DIGGER 14.96 350-0550 DRIERMAN 14.96 -- 350-0660 DUMPMAN 14*96 '- 350-0700 ELEVATOR FEEDER 14.96 -- 350-0725 FALLER AND BUCKER -- NAND 14.96 -' 350-0750 INE GRADERS 14*96 -- 350-0 /BO FURM SETIER 14.96 350-0820 GENERAL LABORER 14.96 -- 350-O870 f--ROUT MACHINE HEADER TENDER 14.96 350-0 '40 HEADER LABORER AND GUARD RAIL ERECT:R 14.96 '- 350-0970 HOUSE WRECKER 14.96 350-1100 MATERIAL YARDMAN ( 1NCLUL:NG ELECTRICAL) 14.96 -' 350-1160 NIPPER-SWAMPEF 14.96 -- 350-1350 PITMAN 14 .96 -' 350-1370 PUT IENDLW 14.96 350-1530 RIPRAP MAN 14.96 350-1640 SCALEMAN 14.96 '- 350-1690 SKIPMAN 14 .96 -- 350-1720 .SLOPER SPRAYMAN 14.96 '- 350-1790 STOCKPILER 14 .96 '- 350-1890 TRACK LABURLR 14 .96 350-1930 TRUCK SPOITEP 14.96 '- 350-2130 VINYL SEAMING 14 .96 -' GROUP 3A 350-0010 ANCHOR MACHINES 14.96 '- CITY O) RENTON WAIER MAIN REPLACEMENT MISCELLANEOUS LOCATIONS PAGL 7 t 1� HWY—R3Z32(G -AA PREVAILING MINIMUM HOURLY WAGE RATES MAY 24 , 1964 LUPAIIUN: LABORERS LUCAIIUN: PACIFIC l'JUNTY (SUUIH OF THE WAHKIAKUM COUNTY NORTHERN BOUNDARY EXIENOED DUE WEST T(1 THE PACIFIC OLEAN). ****** STATE A1,10 FEDERAL WAGE RATES ARE LISTED SEPARATELY ****** WAGE RAZES UCCUPATII)N OCCUPATION STATE FEDERAL LUOE DESCRIP710N RATE RATE ****** STATE WAGE RATE GROUP LISTING ****** GRUUP 3A 350-0000 BALLAST REGULATOR MACHINE 14 .96 350-0240 CARPENTER TENDER 14 .96 _- 350-0310 CHIPPER 14 .96 _— 350-0330 CHOKER SPLICER 14.96 —� 350—U340 CHUCK TENDER 14.96 -- 350-0710 EPDXY TECHNICIAN 14.96 -- 350-0810 GABION BASKET BUILDER 14 . 6 350-0860 GRINDERS 14 .996 350-0880 GRUUTMAN (PRESSURE ) * INCLUDING POST 14.96 TENSION BEAMS Iz�.96 -- 350-1'150 PAVEMENT BREAKER, UNDER 90 LBS. 14 .96 -- 350-1320 PIPE PuT IENDER 14.56 350-1340 PIPEWRAPPER 14.96 '- 350-1390 POWDERMAN HELPER 14 .96 '- 350-1400 POWER BUGGY OPERATOR 14.96 — 350-141C PUNER JACKS 14.96 —' 350-1511 RIBBON SETTER, HEAD 14.96 -- 350-1550 RIPRAP MAN, HEAD 14 .96 '- 350-1580 RUDDER 14 .96 —' 350-1710 SLOPER (UVER 20` 1 1A .96 —' 350-1765 STAKE HOPPER 14.96 -- 350-1830 TAMPER (MULTIPLE ) 14.96 -- 350-1880 IOPMAN — TAILMAN 350-2030 VIBRATING SCREED (AIR, GAS OR ELECTRIC) 14.96 '— 350-1450 WHELL.BORRUW, POWER DRIVEN GRUUP 38 350-0210 CEMEAT FINISHER TENDER 14.96 1^ .96 350-0570 DRILL 0OCTCR A':D BIT GRINDER -- 350-1000 LASER BEAM OPERATOR 14.96 C I I V UI o(LN I ON WATER MAIN REPLACEMEN') MISCELLANEOVS LOCATIOh�- PAGE B HWY-k32320-AA PREVAILING MIMIMUM HOURLY WAGE RATES MAY 24 , 1984 :UPATION: LABORERS LUCAIIUN: PACIFIC COUNTY (SOUTH OF THE WAHKIAKU14 COUNTY NORTHERN BOUNDARY EXTENUFD DUE WEST TO THE PACIFIC OCEAN). Chit* STATE AND FEDERAL WAGE RATES ARE LISTED SEPARATELY ttatti WAGE RATES UCCUPATION OCCUPATION STATE FEDFRAL CUDE DESCRIPTION RAT( RAT! tttiit STATE WAGE RATE GROUP LISTING ititti GROUP 38 350-1379 POWDERMAN 14.96 350-1940 TUGGER OPERATOR 14.96 GROUP 350-0050 ASPHALT RAKER 15.44 350-0L50 CEMENT DUMPER - PAVING 15.44 350-0650 DRILLER - WAGON AND AIR TRACK OPERATOR 15.44 350-0720 FALLER AND BUCKER - CHAIN SAW 15.44 350-0840 GRADE CHECKER AND TRANSIT MAN 15.44 15.44 -' 350-0950 HIGH SCALER 15.44 -` 350-1090 MANHOLE BUILDER 350-1200 NUZZLE14AN (CONCRETE PUMP, GREEN CUTTER WHEN 15.44 -' USING COMBINATION OF HIGH PRESSUR; AIR AND WATER ON CONCRETE AND ROLK, SANOBLAST , GUNNITE , SHOTCRETE ) WATER BLASTER 350-1254 PAVEMENT BREAKER. OVER 90 LBS. -- 350-1280 PIPELAYER AND CAULKER 1' .44 350-1610 SEWER IIMbERMAN 1� .44 350-1740 SPREADER ICARRIES GRADE WITH RODDER) 14�44 -` 350-2000 VIBRATOR GRUUF 4A 350-04?..0 CONCRETE SAW OPERATOR 15.44 '- 350-0980 JACKHAMMER 15.44 350-1480 RAILROAD SPIKE PULLER I5.<4 _ 350-1750 SPREADER - CLARY POWER OR SIMILAR TYPES 15.44 350-1840 TAMPER (MULTIPLE AND SELF PROPELLED) 15.44 -- 350-Ib20 TAMPER AND SIMILAR ELECTRIC, AIR AND GAS 15,44 -- OPERATED 7UOLS CITY OF RENIOM WATER MAIN REPLACEMENT MISCELLANEOUS LOCATIONS PAGE 9 HWY—R32320—AA PREVAILING MINIMUM HOURLY WAGE RATES MAY 24 . 19844 .UPAIIUN: LABORERS LUCA71ON: PACIFIC COUN1 ' (SUUTh 'F THE WAHKIAKUM COUNTY NORTHERN BOUNDARY EXTENDED DUE WEST TO THE PACIFIC OCEAW). ****** STATE AND FEDERAL WAGE RATES ARE LISTED SEPARATELY **3*** WAGE RAZES OCCUPATION OCCUPATION STATE FEDERAL ELIDE DESCRIPTION RATE RATE ****** STATE WAGE RATE GROUP LISTING ****** GRUUP •A 350-1905 TRACK LINER (POWER) 15.44 —' 350-2090 WELL—PC'INT MAN 15*44 GROUP !B 350-1315 PIPE RELINER (NOT INSERT TYPE) GROUP 5 e 350-0200 CAISSON WORKER 15.80 350-1030 LASER BEAM OPERATOR (TUNNEL) 15.90 350-1110 MINER 15.60 -- 350-1380 PUWUERMAN 15.B0 -- 35D-1500 RE—IIIIBERMAN 15.80 -- 350-1730 SPADER (TUNNEL) 15.60 -- ****** FEDERAL WA6f RATE GROUP LISTING *****• GRUUP 1 350-0040 ASPIIALT PLANT LABORER -- 13.59 350-00-10 ASPHALT SPREADER -- 13.59 350-0091 BATCH WEIGHMAN -- 13.59 350—011l BROUMEP. -- 13.59 350-0120 BRUSh BURNER -- 13.59 350-0131 BRUSH CUTTER -- 13.59 350-0221 CAR AND TRUCK LOADER -- 13.59 350-021#1 CARPENTER TENDER -- 13.59 350-0301 CHANGE—Ht"'SEMAN OR DRY SHACKMAN -- 13.59 350-0321 CHOKER SE .ER -- 13.59 350-0351 CLEAN—UP LABORER -- 13.59 CITY OF RENTLN WATER MAIN REPLACEMENT MISCELLANEOUS LOCATIONS PAGE 10 HWV-R32320-AA PREVAILING MINIMUM HOURLY WAGE RATES MAY 24, 1984 :UPATIUN: LABORERS LOCATION: PACIFIC COUNTY (SOUTH OF THE WAHKIAKUM COUNTY NORTHERN BDUNDARY EXTENDED DUE WEST TO THE PACIFIC OCEAN). *00*** STATE AND FEDERAL WAGE RATES ARE LISTED SEPARATELY ##t#tt NICE FATES OCCUPATION OCCUPATION STATE FEDERAL CODE DESCRIPTION RATE RATE ***t#t FEDERAL WAGE RATE. GROUP LISTING ##t### GROUP 1 350-0400 CONCRETE k.ABOkERS -- 13.59 350-0471 CURING CONCRETE -- 13.59 350-0510 DEMOLITIONS WRECKING AND MOVING LABORERS -- 13.59 350-0610 DRILLER HELPER -• 13.59 350-0660 DUMPERS, ROAD OILING CREW -- 13.59 350-0670 DUMPMAN (FCR GRADING CREW) -- 13.59 350-0701 ELEVATOR FEEDER -- 13.59 350-0751 FINE GRADERS -- 13.SQ 350-0800 FORM STRIPPERS (NOT SWINGING STAGES) -- 13.59 35-0-0821 GENERAL LABORER -- 13.59 35C-1060 LEVERMAN OR AGGREGATE SPREADER (FLAHERTY AND -- 13.59 SIMILAR TYPES) 350-1070 LOADING SPUTTERS -- 13.59 350-1101 MATERIAL YARDMAN ( INCLUDING ELECTRICAL) -- 13.59 350-1210 PIPE - CULVERT , HAND LABOR 13.59 31-0-1360 PITTSBUkGH CHIPPER VPERATOR OR SIMILAR TYPES -- 13.59 350-1520 RIBBON SETTERS (INCLUDING STEEL FORMS) -- 13.59 35C-1540 kIPRAP MAN (HAND PLACED) -- 13.59 35D-1570 ROAD PUMM TENDER 13.59 350-1650 SEWtk LAFUR -- 13.59 350-1680 SIGNALMAN -- 13.59 350-1691 SKIPMAN -- 13.59 350-1721 SLUPER SPkAYMAN -- 13.59 350-1760 STAKE. CHASER -- 13.59 350-1191 SIOLKPILER -- 13.59 35V-3860 11"BER BUCKER AND FALLER (DY HAND) -- 13.55 350-1490 TRACK LABORERS (RR) -- 13.59 350-1920 TRUCK LOAUER -- 13.59 350-1950 TUNNEL BULL GANG (ABOVE GROUND) -- 13.59 3t0-2060 WEIGMT MAN - CRUSHER (AGGREGATE WHEN USED ) -- 13.59 CITY OF RENTON HATER MAIN REPLACEMENT MISCELLANEUUS LOCATIONS PAGE 11 HWY-R32320-AA PREVAILING MINIMUM HOURLY WAGE RATES MAY 249 1984 ZUPATION: LABORERS LUCATIUN: PACIFIC COUNTY (SOUTH OF THE W, HKIAKUM COUNTY NORTHERN 8OUK0ARY EXTENDED DUE WEST TO (HE PACIFIC OCEAN). ****** STATE AND FEDERAL WAGE RATES ARE LISTED SEPARATELY ***+## WAGE RATES OCCUPATION OCCUPATION STATE FEDERAL CODE DESCRIPTION RATE RATE ****** FEDERAL WAGE RATE GROUP LISTING #+##*+ GRUUP 2 350-0020 APPLICATOR - INCLU^_iNG PUT TENDER FOR SAME -- 13.94 APPLYING PROTECTIVE MATERIAL BY HAND OR NOZZLE ON UTILITY LINES OR STORAGE TANKS ON PROJECT 350-0140 BRUSH CUTTER - POWER SAW -- 13.94 350-0180 BULLGANG (UNDERGROUND) -- 13.94 350-0191 BURNERS -- 13.94 35C-0331 CHOKER SPLICER -- 13,94 350-0370 CUNCRETE CREW -- 13.94 350-0410 CONCRETE POWER BUGGYMAN -- 13.94 350-0461 CRUSHER FEEDER -- 13.94 350-0480 DEMOLITION AND WRECKING CHARRED MATERIALS -- 13.94 350-0830 GRADE CHECKER -- 13.94 3SO-0910 (,UNITE NUZZLEMAN TENDER -- 13.94 350-0920 GUNITE OR SAND BLASTING POT TENDER -- 13.94 350-0935 HANOLLR Ok MIXERS OF ALL MATERIALS GF AN -- I -." IRRITATIN6 NATURE ( INCLUDING CEMENT AND LIME) 350-0100 MINER CLASS •8• - BRAKEMAN, FINISHER, -- 13.94 VIBRATUR AND FORM SETTER 350-1110 NUZZLEMAN - CLEAN-UP, GREEN CUTTER (CONCRETE , -- 13.94 RUCK, ETC. ) 350-1440 POWER TOOL OPERATOR , INCLUDES BUT NOT LIMITED -- 13.94 IU:DRY PACK MACPINE , JACKHAMMER, CHIPPING GUNS, PAVING BRLAKERS, VIBRATORS (LESS THAN 4- DIAMETER) , rJST HOLE DIGGER (Alk, GAS OR ELECTRIC), VIBRATING SCREED AND TAMPERS 350-I511 RIBBON SETTER, HEAD -- 13.94 350-1560 RTPRAP MAN, HEAD (HAND PLACED) -- 13.94 350-lb20 SANDBLASTING (WET ) -- 13.94 350-1751 SPREtOER - CLARY POWER OR SIMILAR TYPES -- 13.94 350-1780 STAKE SETTER -- 13.94 CITY OF RENTON WATER MAIN REPLACEMENT MISCELLANEOUS LOCATIONS PAGE 12 HWY-k32320-AA PREVAILING MINIMUM HOURLY WAGE RATES MAY 24, 1984 :UPATIONI LABURERS LOCATION* PACIFIC COUNTY (SOUTH OF THE WAHKIAKUM COUNTY NORTHERN BOUNDARY EXTENDED DUE NEST TO THE PACIFIC OCEAN). t##### STATE AND FEDERAL WAGE RATES ARE LISTED SEPARATELY #t###t WAGE RAILS OCCUPATION OCCUPATION STATE FEDERAL LUDE DESCRIPTION RATE RATE ##tt## FEDERAL WAGE RATE GROUP LISTING t#t### GROUP 2 350-1980 TUNNEL MUCKERS -- 13.94 GROUP 3 350-0011 ANCHOR MACHINES 14*24 350-0051 ASPHALT RAKER -- 14,24 350-0081 BALLAST REGULATOR MACHINE -- 14.24 350-0421 CONCRETE SAW OPERATOR 14,24 350-0580 DRILL OPERATORS* AIR TRACKS* CAT DRILLS, 14.24 WAGON DRILLS* RUBBER MOUNTED DRILLS AND UTHER SIMILAR TYPES 3'ND-0900 GUNITE A'OZZLEM+AN -- 14.24 350-0960 HIGH SCALER* STRIPPERS AND DRILLERS (COVERS -- 14.24 WORK IN SWINGING STAGES, CHAIRS OR BELTS, UNDER cXTRFME CONDITIONS UNUSUAL 10 NORMAL DRILLING* BLASTING , EARRING-DOWN OR SLOPING AND STF.IPPING) 350-1040 LASER 'dtAM (PIPE LAYING) - APPLICABLE 4HEN -- 14.24 EMPLOYEE ASSIGNED TO MOVE, SFT-UP, ALIGN LASER BEAM 3!'0-1091 MANHOLE BUILDER -- 14.24 350-1230 NOZZLEMAN - PUMPCRETE __ 14.24 350-1382 POWDERMAN _- 14.24 350-1411 POWER JACKS __ 14 .24 350-1420 POWER SAW OPERATORS (BUCKING AND FALLING) -- 14.24 350-I610 SANDBLASTING (DRY ) __ 14.24 350-1660 SEWER PIPE LAYERS -- 14.24 350-1831 TAMPER (MULTIPLE ) __ 14.24 350-1900 )RACK LINER -_ 14 .24 350-11. 'UGGER GPERAIOR _ 14 .24 350-1960 TUNNEL - CHUCK TENDERS, NIPPERS AND TI14BERMAN -- 14.24 CITY OF RENTON WATER MAIN REPLACEMENT MISCELLANEOUS LOCATIONS PAGE 13 HWY-R32320-AA PREVAILING MINIMUM HOURLY WAGE RATES MAY 24 , 198♦ -UPAIIUN: LABURER5 LL{CATIUP, PACIFIC COUNTY (SOUTH OF THE WAHKIAKUM CUUNTY NORTHERN BOUNDARY EXTENDED DUE WEST TO THE PACIFIC OCEAN). ++++++ STATE AND FEDERAL WAGE RATES ARE LISTED SEPARATELY +•+tt+ WAGE RATES UCCUPATIUN OCCUPATION STATE FEDERAL CUCE DESCRIPTION RATE RATE ++++++ FEDERAL WAGE RATE GROUP LISTING +4ftti GROUP 3 350-2020 VIBRATOR, 4 INCHES AND OVER -- 14.24 350-2040 WATER BLASTER 14.24 350-2070 WELDER GROUP 4 350-1050 LASER BEAM ( TUNNEL;-APPLICABLE WHEN EMPLOYEE -- .14.49 ASSIGNED TO MOVE, SET-UP, ALIGN LASER BEAM 350-1970 TUNNEL MINERS -- 14.49 350-1990 TUNNEL POWDERMAN __ 14.49 OTHER 350-935, FEDERAL 7UNE DIFFERENTIAL (ADD TC 'SE RATE) : ZONE 1- .00 00-30 MILE RADIUS OF RESPECTIVE BASE POINT CITY HALL" ZONE 2- 0.65 N30-40 MILE RADIUS OF RESPLCIION BASE POINT CITY HALL' 3•_U-9357 TUNE 3- 1.15 N40-50 MILE RADIUS OF RESPECTIVE BASE POINT CITY HALL' TONE 4- 1 .70 N50-bD MILE RADIUS OF RESPECTIVE BASE POINT CITY HALL• ZUNE 5- 2.75 NUVCR BO MILE RADIUS OF RESPLC- TIVE BASE POINT CITY HALL• 350-9358 BASE POINTS: ASTORIA, GULDENDALE , LONGVIEW, THE DALLES, PINGEN , VANCOUVER , PORTLAND CITY OF RENTON WATER MAIN REPLACEMENT MISCELLANEOUS LOCATIONS VAGL 14 HNY-R32320-AA PREVAILING MINIMUM HOURLY WAGE RATES MAY 24 , 1464 :.UPATIUN: LABORERS (SEWER iG WATER LINE CONSTRUCTION) LOCATION: CLALLAM, GRAYS HARBOR, ISLAND, JEFFERSON, KING . KITSAP, LENIS, MASON. PACIFIC (NORTH OF THE WAHKIAKUM COUNTY NORTHERN BOUNDARY EXTENDLO DUE WEST TO THE PACIFIC OCEAN), PIERCE, SKAGIT$ SNUHUMISH, IHURSTUN, WHATCOM AND PARTS OF THE FOLLOWING COUNTIES LYING NEST OF THE 120TH MERIDIAN: CHELAN, KITTITAS, UK: NOGAN AND YAKIMA CUUNTIES. FRINGE BENEFITS HEALTH AND WELFARE 1.75 3/MR. STATE PENSIUN 1.45 S/MR. STATE TOTAL HOURLY BENEFITS 3.33 S/MR. STATE 3.11 E/HR. FEDERAL TRAINING FUND . 13 $/HR. STATE WAGE RATES UCCUPATIUN OCCUPATION STATE FEDERAL CUDE DESCRIPTION RATE RATE 360-0010 GENERAL LABORER 13.00 14.00 360-0020 PIPELAYER 14.14 14.4E 360-0030 TOPMAN 14.28 14.34 1NTON REPLACEMENT 1� LUCATIONS PAGE 15 HHT-R32320-AA PREVAILING MINIMUM HOURLY WAGE RATES MAY 24 , 1984 LUPAl1UN: LABURERS tSEWER E WATER LINE CONSTRUCTION) LOCATIUN: PACIFIC COUNTY (SOUTH OF THE WAHKIAKUM COUNTY NORTHERN BOUNDARY EXTENDED DUE WEST Iu THE PACIFIC OCEAN). CRINGE BENEFITS HEALTH AND WELFARE 1955 $/MR. STATE PENSION 1.15 $/HR. STATE TRAINING FUND .11 3/HR. S7A7E WAGE RATES UCCUPATIUN OCCUPATION STATE FEDERAL CUBE DESCRIPTION RATE RATE 360-0010 GENERAL LABORER 14.00 -- 360-0020 PIPELATER 14.48 -- 360-0030 TOPMAN 14.34 •- CITY OF REN7UN WATER MAIN REPLACtMENT MISCELLANEOUS LOCATIUNS PAGE 16 HWY-R32320-AA PREVAILING MINIMUM HOURLY WAGE RATES LUPAIIUN: LABURERS (SEWER L WATER LINE CONSTRUCTIONI LO►.AIIUNt THUSE PORTIONS OF CHELANq KITTITAS• OKANOGAN AND YAKIMA COUNTIES LYING EAST OF THE 1207H "aRIDIAN. FRINGE BENEFITS HEALTH AND WELFARE 1 .55 S/HR. STATE PENSION 1.45 $/HR. STATE TRAINING FUND .11 $/HR. STATE WAGE RATES OCCUPATIOM OCCUPATION STATE FEDERAL COOL DESCRIPTION RATE RATE 360-0010 GENERAL LABORER 14.00 -- 360-0020 PIPELAYER 14.48 360-0030 TOPMAN 14.34 CITY OF RENION WATER MAIN NLPLACEHENT MISCELLANEOUS LOCA71ONS PAGE 17 W 727 8" Waterline Replacement Stevens S 122nd To S 124th 2X _w_T, HWY-R32320-AA PREVAILING MINIMUM HOURLY WAGE RATES MAY 24, 1984 ZUPAIIUN: PLUMBERS AND PIPEFITIERS KANOGAN (NORTH LlCAl1UN: AND WEST OFCLAIITUGELAS 149 30 UF LONGITUDE ANDLOVGIIUDl0 U 119-3000NSECUTIVELY ) CUUNTIES. FRINGE BENLF17S DENIAL .30 S/HR. STATE HEALTH AND WELFARE 1.01 W HR. STATE 2.30 W HP• STATE PENSION IUTAL HUUkLY BENEFITS 6.52 $/HR . FEDERAL TRAINING FUNL' .16 $/HR. SLATE VACATION 2.75 $/HR. STATE WAGE RATES OCCUPATION UCCUPA71ON STATE FEDERAL CODE U1'SCRIPTION RATE RATE 1925 530-0010 FOREMAN 20..13 __ 530-0020 GENERAL FOREMAN 530-0030 PLUMBER AND PIPEFITTEk 17.50 17_50 530-0050 WELDERS 17:50 CITY OF RENiOX WAIEk MAIN REPLACEMENT MISCELLANEOUS LOCATIONS PAGE 18 HWY-R32320-AA PREVAILING MINIMUM HOURLY WAGE RATES MAY 24# 1984 :UPATIUNt PLUMBERS AND P1PCFI7TERS LOCATION: DOUGLAS (EAST OF LATITUDE 119-30) AND OKANOGAN ( SOUTH AND EAST OF LATITUDE 48-30 AND LONGITUDE 119-30 CONSECUTIVELY) COUNTIES. FRINGE BENEFITS APPI:ENIICESHIP .16 S/MR. STATE HEALTH AND WELFARE 1.31 $/MR. STATE PFNSIUN 2.30 S/HR, STATE TOTAL HOURLY BENEFITS 6.S2 $/MR. FEDERAL VACATION 2.75 S/HR, STATE WAGE RATES OCCUPATION OCCUPATION STATE FEDERAL CODE DESCRIPTION RATE RATE h30-0010 FOREMAN 19.25 -- 530-0020 GENERAL FOREMAN 20.13 -- S30-0030 PLUMBER AND PIPEFITTER 17.50 17.50 530-0050 WELDERS 17.50 -- CITY DF RFNIUN WATER t11N REPLACEMENT MISCELLANEOUS LOCA?IONS PAGE 19 HNY-k32320-AA PREVAILING MINIMUM HOURLY WAGE RATFS MAY 24, 1964 :UPAIIUN: PLUMBEkS AND PIPLFITTERS LULATIUN: CLALLAM, JEFFEKSON AND KING COUNTIES, FRINGE BENEFITS UENIAL .30 $/HR. STATE HEALTH AND WELFARE 1 .01 S/HR. STATE PENSIUN 2.30 T/HR. STATE. 1UTAL :ii1URLY BENEFITS 6.52 S/HR. FEDERAL TRAINING FUND .16 S/HR. STATE VACATION 2.75 E/HR. STATE WAGE RATES ULCUPAllUN OCCUPATION STATE FEDERAL CUDE DESCRIPTION RATE RATE 530-0010 FUREMAN 21.18 -- 530-0020 GENERAL FUREMAN 22.14 -- 530-0030 PLUMBER AND PIPEFITTER 19.25 19.25 530-0050 WELOERS 1a.25 -- CITY OF RENTON HATER MAIN REPLACEMENT MISCELLANEOUS LOCATIONS PAGE 20 HWY-K32320-AA PREVAILING MINIMUM HOURLY WAGE RATES MAY 249 1984 ,UPATIUN: PUWER EGUIPMENI OPERATORS LOCATION: CLALLAM, GRAYS HARBOR , ISLAND, JEFFERSON, KING. K17SAPO LLW1S9 MASON, PACIFIC (NORTH OF WAHKIAKUM COUNTY NORTHERN BOUNDARY EXTENDED DUE WEST 10 THE PACIFIC OLEAN) , PIERCE, SKAGIT , SNOHOMISH, 1HURSTON AND WHATCOM COUNTIES. FRINGE BENEFITS HIALTH AND WELFARE 1 .30 $/HR. STATE PENSION 2.00 S/HR. STATE TOTAL HOURLY BENEFITS 4. 1 $/HR. FEDERAL TRAINING FUND .21 S/HR . STATE WAGE RATES OCCUPATION OCCUPATION STATE FEDERAL CODE DLSCRIPT104 RATE RATE GROUP 1a 570-5500 CRANE 100 TUNS AN11 OVER OR 200 FT OF POUM 16.73 18.73 INCLUDING .M B AND OVER 570-5505 LOADER , b YARDS AND UVEP, 16.73 18.73 570-5510 SHOVELS AND AITACHMENTS, 6 YARDS AND OVER 16.73 18.73 GROUP 1 570-5515 CABLEWAYS 18.23 18.23 570-5520 CRANE OVER 45 TONS AND UP TO 100 TONS DR 18.23 18.23 OVER 150 FT OF BOOM INCLUDING JIP 18.23 18.23 570-5515 HELICOPTER WINCH 570-5545 LOADER , OVERHEAD 6 YARDS UP TO 8 YARDS Ib.23 18.23 570-5565 QUAD 9 ANU SIMILAR, D-10 AND HD-41 18.23 18.23 5;0-5540 REMOTE CONTROL OPERATOR, FTC. 18.23 18.23 570-`�525 RULLAGUN 18.23 18.23 570-5';,00 SCRAFLRS, SELF-PRUPELLED 45 YARDS AND UVER 18.23 18.23 570-5550 SHOVELS, bACKHUES OVER 3 YARDS TO 6 YARDS 16.23 18.23 .23 18.23 570-5555 SLIPFURP PAVEkS 16.23 10.23 570-5530 IUWEk CRANE GKL'UP 2 570-5575 HUMP CUTTER 17.79 17.79 17.T9 17.79 570-5590 CHIPPER 570-5570 CONCRETE BATCH PLANT OPERATOR 17.79 17.79 CITY OF RENTON WATER MAIN RkPLACEPENT MISCELLANEOUS LOCATIONS PAGE 21 HNY-R32320-AA PREVAILING MINIMUM HOURLY WAGE RATES MAY 24 , 1984 : UPAIIJN: PJWFR EQUIPMENT UPERAIURS LULAIIUN: CLALLAM, GRAYS HARBUR, ISLAND, JEFFERSON, KING . KITSAP, LEWIS , MASON, PACIFIC (NURTM OF WAHKIAKUM COUNTY NOk1HERN P.04JNDARY EXTENDED GUE NEST TO THE PACIFIC (ICEAN) , PIERCE , SKAGIT , SNOHOMISH, 7HURSION AND WHATCOM COUNIIFS. WAGE RATES UCCUPAIIUN OCCUPATION STATE FEDERAL LODE DESCRIPTION RATE RATE GROUP 2 570-5580 CRANES , 20 TONS 7HRU 45 TONS 17.79 17.79 570-5595 CRUSHERS 17.79 17.79 570-5600 ULkkICK 17.79 17.79 570-5605 DRILLING MACHINE 17.79 17.79 570-5610 FINISHING MACHINE 17.79 17 .79 570-5585 HYDkALIFTS 17.79 17.79 570-5630 LEADMAN MECHANIC - S0.30 OVER MECHANIC 17.79 17.79 570-5615 LUAUERS, UVERHEAO UNOFR 6 YARDS 17. 79 17.79 570-5620 LOCOMOTIVES, ALL 17.79 17.79 570-5615 MECHANICS, ALL 17.79 17.79 510-5635 MIXERS , ASPHALT PLANT 17.79 17.79 510-5640 MUTUR PATROL GkADERS - FINISHING, BLUETUPS, 17.79 17.79 PULLING SLOPES, DITCHES, ETC. 570-5650 PILEDRIVEk 17.79 17.79 570-5645 PUMP TRUCK MOUNTED CONCRETE PUMP WITH 300M 17.79 17.79 ATTACHMENT 570-5675 SCRAPERS, SELF-PRUPLLE.EO UNDER 45 YARDS 17.79 17.79 570-5655 SEREEO MAN 17.79 17.79 570-5660 SHOVELS, BACKHOES 3 YARDS AND UNDER 17.79 17.79 570-5665 SUB-GRADER - TRIMMMFk 17 .79 17.79 570-5680 TRACTOR , 60 HP AND OVER, BACKHOr AND. ATTACH. 17.79 17.79 570-5610 TRACTORS, BACKHOE 17.79 17.79 GROUP 3 570-5695 A-FRAME CRANE 17.43 17.43 570-5685 BROOMS 17.43 17.43 570-5735 CONM IE PUMPS 17.43 17.43 570-5705 CUNVEYURS '�7.43 17.43 570-5700 CRANES , UP T(, 20 IONS 17.43 17.43 570-5690 DOZERS, D-9 AND UNDER, YO-YO, PAY DOZER 17.43 17.43 510-5170 DRIVER ON TRUCK CRANES OVER 45 TONS 17.43 17.43 CITY OF RENTON WATER MAIN REPLACEMENT MISCELLANEUUS LOCATIONS NAGS 22 HMV-R32320-AA PREVAILING MINIMUM HOURLY WAGE RATES MAY 24 , 19b4 .UPATIUN: POWER ECUIPMENT OPERATORS LULAl1UN: CLALLAM, GRAYS HARBUR, ISLAND, JEFFERSON, KING, KITSAP , LEW1S9 MASON, PALIEIC (NOkTH OF WAHKIAKUM COUNTY NORTHERN BOUNDAPY EXTENDED DUE WLST 71) THE PACIFIC OCEAN), PIERCE , SKAGIT , SNOHOMISH, THURSTON AND NHATCOM COUNTIES. WAGE R,.TES UCCUPAIIUN OCCUPATION STATE FEOCRAL LODE DESCRIPTION RATE RATE GROUP 3 570-5765 LCUIPMENT SERVICE ENGINEER 17.43 17.43 '%70-5120 FUkK LIFTS 17.43 17.43 570-5710 HUISTS , AIR TUGGERS, ETC. 17.43 17.43 570-5715 LOADERS - fLEVATING TYPE 17.43 17.43 570-5125 MOTOR PATkUL GRADER - NON-FINISHING 17.43 17*43 17.43 17.43 570-5130 MUCKING MACHINE, EIC . 570-5740 ROLLERS, ON PLANT , RUADMIX OR MULTILIFT 17.43 17.43 MATERIALS 570-574S SANS• CONCRETE 17.43 17.43 570-5750 SCRAPERS - CARRY ALL I7.43 17.43 570-5755 SPNtADERS, SLAW KNOX , ETC. 17.43 17.43 3 17.43 570-h775 IRACIUR , 60 HP AND UNDER, BACKNUE AND ATTACH. 17.43 17.43 570-5760 TRENCHING MACHINES GROUP 4 h70-579h ASSISTANT ENGINEIkS 17.13 17.13 570-5020 COMPRESSORS 17.13 17.13 h70-5790 OIL DISTRIBUTC'RS, BLOWERS, ETC . 11 .13 17.13 1570-°785 OILER DRIVER ON TRUCK CRANE 45 TONS AND UNDER 17.13 17.13 3 17.13 570-5b00 PAVEMENT bREAKER 7.13 h70-5b05 17.13 1 PUSINULt UIGGER, MECHANICAL 17.13 17.13 N70-hb10 PUWER PLANT 17.13 17.13 5T0-5b25 PUMPS, WATER 17.13 17.13 570-5780 kULLER , OTHER THAN PLANT ROAD MIX 17.13 17.13 570-5b15 WHEEL TRACTORS, FARMALL TYPE GKUUP 5 570-5830 GRAUECHtCKER AND STAKEMAN 15.33 15.33 CITY OF RENTON WATER MAIN REPLACEMENT MISCELLANEOUS LOCATIONS PAGE 23 HMY-R32320-AA PREVAILING MINIMUM HOURLY WAGE RATES MAY 249 1984 I:UPATIUN: PUWER EQUIPMENT OPERATORS LUCATION: CLALLAM* GRAYS HARBOR* ISLAND* JEFFERSON* KING* KITSAP• LEWIS* MASON* PACIFIC (NORTH OF NAHKIAKUM COUNTY NORTHERN BOUNDARY EXIENDED DUE WEST TO THE PACIFIC OCEAN)* PIERCE* SKAGIT # SNUHUMISH* THURSTON AND WHA7COM COUNTIES. UTHER 570-9574 STATE : *OVERTIME* ALL WORK PERFORMED FROM StUOPM SATURDAY TO 6900AM MONDAY OR ON HOLIUAYS SHALL BE PAID FOR AT TWO TIMES THE REGULAR RATE. ALL OTHER OVERTIME SHALL BE PAID FOR AT ONE AND ONE/HALF TIMES THE REGULAR RATE . 570-9577 STATE : FOREAAN - 0.50 $/HR. OVER THE HIGHEST CLASSIFICATION UNDER HIS SUPERVISION. CITY OF RENTON WATER MAIN REPLACEMENT MISCELLANEOUS IUCATIUNS PAGE 24# "MY—k32320—AA PREVAILING MINIMUM HOURLY WAGE RATES MAY 24, 1984 LUPA110N: POWER EQUIPMENT OPERATORS LUtATIUN: PACIFIC COUNTY (SOUTH OF THE WANKIAKUM COUNTY NORTHERN BOUNDARY EXTENDED DUF WEST TO THE FACIFIC OCEAN). ****** STATE AND FEDERAL WAGE RATES ARE LISTED SEPARATELY ****** FRINGE BENEFITS HEALTH AND WELFARE 1.00 3/HR. STATE P)NSIUN 2.00 S/HR. STATE TOTAL HOURLY BENEFITS 4.15 $/HR. FEDERAL )RAINING FUND .21 E/HR. STATE WAGE RATES UCCUPATION OCCUPATION STATE FEDERAL EUOE DESCRIPTION RATE RATE ****** STATE WAGE RATE GRUUP LISTING ****0* GRUUP IA 570-5500 CRANE 100 TONS AND OVER OR 200 FT OF BOUM I8.73 -- INCLUDING JIB AND OVER 570-5505 LUADERo 8 YARDS AND UVFR 16.73 -- 570—S510 SHOVELS AND ATTACHMENTS, 6 YARDS AND OVER 1C.73 -- GRUUP I 570-5515 CABLEWIYS 1b.Z3 -- 570-5520 CRANE UVEN 45 IONS AND UP TO 100 IONS OR 16.23 -- UVL-R 150 F1 OF BOOM INCLUDING JIB 570-5535 HELICOPTER WINCH IF.23 -- 570-5545 LOADER OVERHEAD 6 YARDS UP TO 8 YARDS 18.23 -- 570-5565 QUAD 9 AND SIMILAR . 0-10 AND HD-41 lb.23 -- 570-5540 RLMUTE CUNTRUL OFFRAIOP, LTC. lb.23 -- 570-5525 kOLLAGON 16.23 -- 570-55SO SCRAPERS* SELF—PROPELLED 45 YARDS AND OVER 18.23 -- 570-5550 SHOVELS* BACKHOES OVER 3 YARDS TO 6 YARDS 16.23 -- 570-5555 SLIPFUR10 PAVERS IE.23 -- 570-5530 IUWLR CRANE 18.23 -- GRUUP 2 5701•5575 PUMP CUTTkR 17.79 _- 5;0-5590 CHIPPER 17.79 -- CITY OF RENIUN WATER MAIN REPLACEY.LN1 MISCELLANEOUS LOCATIONS PAGE 25 MWY-R32320-AA PREVAILING MINIMUM HOURLY WAGE RATES MAY 24, 1984 "UPAIIUNt POWER EQUIPMENT OPERATORS LUCAIIUN: PACIFIC COUNTY (SOUTH OF THE WAHKIAKUM COUNTY NORTHERN BOUNDARY EXTENDED DUE WEST TO THE PACIFIC OCEAN). ****** S1ATE AND FEDERAL WAGE RATES ARE LISTED SEPARATELY **!!!* WAGE RAZES UCCUPAIJON OCCUPATION STATE FEDERAL CUDE DESCRIPTION RATE RATE ****** STATE WAGE RATE GROUP LISTING GROuP 2 570-5570 CUNLRLTE BATCH PLANT UPERAIOR 17.79 -- 570-5580 CRANES, 20 TUNS 7HRL 45 TONS 37.79 -- 570-5595 CRUSHERS 17.79 -- 570-5600 DERRICK 17.79 -- 570-560b DRILLING MACHINE 17.79 570-5610 FINISHING MACHINE 17.79 570-5585 HYDRALIFIS 17.79 -^ 570-5630 LEAOMAN MECHANIC - $C.30 OVER MECHANIC 17.79 -^ 570-5615 LOADERS, UVFRHEAO UNDER 6 YARDS 17.79 •• 570-56c0 LOCUMOIIVES, ALL 17.79 •• 570-5625 MECHANICS, ALL 17,79 -^ 510-5635 MIXERS, ASPHALT PLANT 17.79 -- 570-5640 MOTOR PATROL GRADERS - FINISHING, BLUE70PSo 17.79 -- PULLING. SLOPES, DITCHES, ETC, 570-5650 PILEDRIVEk 17.79 -_ 570-5b45 PUMP 1kUCK MUUNIED CUNCRETE PUMP WITH BOOM 1-1 .79 -- A17ACHMENI 570-5675 SCRAPERS, SELF-PROPELLED UNDER 45 YARDS 17.79 -- 570- 5655 SCREED MAN 17.79 -- 570-5660 SHOVELS, BACKHUES 3 YARDS AND UNDER 17.79 -- 570-5b65 SUB-GRADEk - 1k1MMMER 17.79 -- 570-5bBO TRACTUR, 60 HP AND OVER, BACKHOE AND ATTACH. 17.79 570-5670 IRACIORS, BACKHOE 17.79 -- GRUUP 3 570-5695 A-FkAME CRANE 17.43 -- 570-5685 BkUUMS 17.43 -- 570-5735 CONCRETE PUMPS 17.43 -- 570-5705 CONVEYORS 17.43 _- 570-5700 CRANES, UP 10 20 TUNS 17.43 -- Lily OF RENTON WA1ER MAIN REPLACEMENI MISCELLANEOUS LUCAIIONS PAGE 26 HWY-R32320-AA PREVAILING MINIMUM HOURLY WAGE RATES MAY 24, 1984 CUPAIION= POWER EQUIPMENT OPERATORS LUCAl1UN2 PACIFIC CUUNTY (SOUTH OF THE WAHKIAKUM COUNTY NORTHERN BOUNDARY EXTENDED DUE WEST TO THE PACIFIC OCEAN). ****** STATE AND FEDERAL WAGE RATES ARE LISTED SEPARATELY WAGE P.AIES UCCUPATION OCCUPATION STATE FEDERAL CURE DESCRIPTION RATE RATE ****** STATE WAGE RAZE GROUP LISTING ****** GRUUP 3 570-5690 DUIER5, D-9 AND UNDER, TO-YO, PAY DOZER 17.43 -- 570-5770 DRIVER ON TRUCK CRANES OVER ♦5 TONS 17,43 -- 570-576S EQUIPMENT SERVICE ENGINEER 17.43 -- 570-5720 FORK LIFTS 17.43 -- 570-5710 HOISTS, AIR TUGGERS, ETC. 17.43 -- 570-5715 LUAOERS - ELEVATING TYPE 17*43 -- 570-5725 MOTOR PATROL GRADER - NON-FINISHING 17.43 -- 570-5730 MUCKING MACHINE, ETC. 17.43 -- 570-5740 ROLLEkS , ON PLANT, ROADMIX OR MULTILIFT 17 43 -- MATERIALS 57C-5745 SAWS, CONCRETE 17.43 570-5150 SCRAPERS - CARRY ALL 17,43 -- 570-5755 SPREADERS. BUM KNOX, ETC. 17.43 -- 570-5175 TRACTUR, 60 HP AND UNDER, BACKHOE AND ATTACH. i7.43 -- 570-5760 TRENCHING MACHINES ,7.43 -- GWUUP 4 570-5795 ASSISTANT ENGINEERS 17.13 -- 57C-5820 CUMPRESSURS 17.13 -- 570-5790 OIL DISTRIBUTORS. BLOWERS. ETC. 17.13 -- 570-570S VILLR DRIVER ON TRUCK CRANE 45 TONS AND UNDER 17.13 -- 570-5000 PAVEMENT bk[ AKER 17.13 -- 570-5b05 POSIHULF DIGGER, I+ECHANICAL 17.13 -- 570-5b10 PUWER PLANT 11.13 -- 570-5b25 PUMPS, WATER 17.13 -- 570-51b0 RULLLK , OTHER THAN PLANT ROAD MIX 17.13 -- 570-5815 WHEEL ikAL'TURS► FARNALL TYPE 17.13 -- UkUUP 5 CITY OF RENTON WATER MAIN REPLACEMENT MISCELLANEOUS LOCATIONS PAGE 27 HMY-R32320-AA PREVAILING MINIMUM HOURLY WAGE RATES MAY 24, 1964 LUPAIIUN: POWER EQUIPMENT OPERATORS LUCAIIUN: PACIFIC COUNTY ( SOUTH OF THE WAHKIAKUM COUNTY NORTHERN BOUNDARY EXTENDED DUE NEST 10 THE PACIFIC OCEAN) . +*++++ STATE AND FEDERAL WAGE RATES ARE LISTED SEPARATELY tt+rttt WAGE CATES OCCUPATION OCCUPATION STATE FEDERAL CUOE DESCRIPTION RATE RATE +++*++ STATE WAGE RATE GRLUP LISIIN(: +++t++ GROUP 5 570-5b30 GRADECHECKER AND SIAKEMAN 15.33 -- ++tt+t FEDERAL WAGE RATE GROUP LISTING ++ttt+ GKUUP 1 570-1000 ASSIIANT CCNVEYCR OPERATOR -- 15.00 570-1010 BRAKEMAN __ 15000 570-1020 CRANE OILER -- 15.00 570-1030 CRUSHER FEEDERMAN -- 15.00 570-1040 CRUSHER OILER -- 15.00 570-1050 DECKHAND -- 15.00 570-1060 GUARD RAIL EQUIPMENT OILER -- 15.00 570-1070 GUARD RAIL PUNCH OILER -- 15.00 570-10bO OILER 15.00 510-1090 PARISMAN (TOOL ROOM) -- 15.00 570-1100 PLANT OILER -- 15.00 570-li10 PUMP OPERATOR , UNDER 40 -- 15.00 570-1130 SELF PROPELLED SCAFFOLDING OPERATORe CON- -- 15.00 SIRUCTICN JOB S17E - EXCL. WORKING PLATFORM 570-1140 SHOVEL OILER -- 15.00 570-1150 SWITCHMAN -- 15.00 570-1160 TRENCHING MACHINE OILER -- 15.00 GRUUP 570-1170 A-FRAME TRUCKS SINGLE DRUM 15.18 570-1100 AUGER OILER -- 15.16 J70-I190 BLADE OPERATOR, PULLEU TYPE -- 15.16 570-1200 BOATMAN -- 15.10 570-1210 COMbINATIUN GUARDRAIL MACHINES OILER -- 15.16 CITY OF RENTON WATER MAIN REPLACEMENT MISCELLANEOUS LUCA11ONS PAGE 20 HWY-R32320-AA PRLVAILING MINIMUM HOURLY WAGE RATES MAY 24 , 1964 LUPATIUN: POWLK LOUIPMLNT L.PERATORS LUCATIUN: PACIFIC CUUNTY (SOUTH OF THE WAHKIAKUM COUNTY NORTHERN BOUNDARY EXTENDED DUE WEST TO THE. P.ICIFIC OCEAN) . •s++++ STATE AND FEDERAL NAGS RATES ARE L1STrD SEPARATELY ++++++ WA6k NAIES UCCUPA1104 OCCUPATION STATE FEDERAL CODE DESCRIPTION FATE RATE +4++++ FEDERAL WALE RATE GROUP L157ING ++++++ GKUUP 2 570-1230 F1kLMAN (ALL LQUIPMLNII -- 15.18 570-1240 FURK LIFT OR LUMBER SLACKER (ON JOB SITL ) 6 15.1 570-1250 CRADE CHELKER -- I5 .16 570-IZ60 GRADE OILLR REWIRED 10 CHECK GRADE -- 15.18 570-1270 HLAVY DUTY REPAIRMAN HELPER 15.18 570-12B0 HLLICUPTEk RALIUMAN (GROUND) 15.1b 570-1290 ROLLER IIPLRATUR, GRADING OF BASE ROCK (NOT ASPHALT) -- 15.18 570-1300 TAR POT FIREMAN )5.18 570-1310 TEMPURAKY HEAIING PLANT OPERATOR 57U-1320 TRUCK CRANE OILER-DIVER, 25 TON CAPACITY -- 15.1b AND OVER -- 15.1b 570-1330 TUGGER OR COFFIN TYPE HOIST OPERATOR 15.1b 570-1340 WLLOERS HELPER GWUUP 3 57U-135L AIR FILTKAIIUN EQUIPMENT OPERATOR -- 15.33 570-1360 ASPHALT SkEADER, TRUCK MOUNTED, WITH SCREED -- 15.33 570-1370 BALLASI JACK TAMPER OPERATOR -- 15,33 570-13bO BELLBUY , PHONES• ETC., OPERATOR -- 15.33 570-1390 BROUMING MACHINES. SELF-PROPIiLLEC -- 15.33 (ON JOB Siff ) 570-1400 BUCKET ELEVATOR LOADEK, BARBER-GREEN AND -- 15.33 SIMILAR 15.33 570-1410 CEMENT HO(. OPFRATUR 570-1420 CUMPRLSSUR OPERATOR. , UNDER 19250 CUBIC FEET 15.33 TOTAL CAPACITY -- 15.33 570-1440 CONCRETE CURING MACHINE, SELF-PROPELLED -_ 15.33 570-1430 CONCRETE SAW, SELF -PROPELLED 15.33 570-1450 CONVEYOR UPERA70R G NY TYPE) CITY OF RENTON WATER MAIN REPLACEMENT MISCELLANEOUS LOCATIONS PAGE 29 HWY-R32320-AA PREVAILING MINIMUM HOURLY WAGE RATES MAY 24 , 1984 CUPAIIUN: PUWFk EQUIPMENT LIPERA71IRS LUCAIIUN: PACIFIC COUNTY ( SUUTH OF THE WAHKIAKUM COUNTY NORTHERN BOUNDARY EXIENDEO DUE WEST TO THE PACIFIC OCEAN) . ++++++ STATE ANC FEDERAL WAGE RATES ARE LISTED SEPARATELY ++++++ WAGE RATES ULCUPAIIUN OCCUPATION STATE FEDERAL LUDE DESCRIPTION RATE RATE ++++++ FEDERAL WAGE RATE CROUP LISTING ++++++ GROUP 3 570-1460 HYDRAULIC PIPE PRESS OPERATOR '- 15.33 570-1470 HYDRUGRAPHIL SEEDER MACHINE OPERATOR -- 15.33 570-1480 HYDROSTAT ,C PUMP OPERATOR -- 15.33 570-1490 MIXER BOX OPERATOR , CONCRETE PLANT 15.33 _- 15.33 570-1500 MUTURM►N 570-1510 PLANT FIREMAN -' 15.33 570-1520 PUGMILL UPERA70R. -- 15.33 970-1530 PUMP UPERA7OR, 4" AND OVER 15.33 15.33 570-1540 ROSS CARRILP (ON JOB SITE) 570-1550 IAHPING MACHINE OPERATOR . SELF -PROPELLED '- 15.33 570-1560 WELDING MACHINE UPEPATOR -- 15.33 570-1510 WIRE MAT MACHINE UPF.kATUR -- 15.33 GROUP 4 570-lb00 �_, ABINATIUN MIXER AND COMPRESSOR OPERATOR -' 15.53 570-1580 COMPACIUR OPERATOR; INCLUDING VIBRATOR: -- 15.53 570-1590 CUMPRESSUk UPERAIUR ;UVER 1 ,250 CUBIC FELT -' 15.53 TOTAL CAPACITY 570-1620 CUNLRETE MIXER OPERATOR, SINGLE DRUM, UNDER -- 15.53 5 BAG CAPACIIY 570-1630 FIREMAN -- 15.53 570-1640 FURK LIFT UPERATOk , OVER 5 TONS -- 15.53 570-1b10 GUN17E WORK '- 15.53 570-lb50 HELICOPTER HOIST OPERATOR -- 15.53 570-lubJ HYDRA-HAMMER OR SIMILAR TYPES -' 15.53 570-1610 LUCUMUTIVE OPERATOR , UNDER 40 TUNS -' 15.53 570-1680 LULL HI-LIFT OPLRAIOR OR SIMILAR TYPE -- 15.53 (20 FEET UR OVER) 570-1690 PAVEMENT BRLAKER CPFRATOR -- 15.53 570- 1700 PUMP OPERATOR , MORE THAN 5 (ANY SIZE ) -- 15.53 CITY OF RENIUN WATER MAIN REPLACEMENT MISCELLANEOUS LOCATIONS PAGE 30 HWY-R32320-AA PREVAILING MINIMUM HOURLY WAGE RATES MAY 24, I964 CUPATION: POWER EQUIPMkNT OPERATORS LUCA711114: PACIFIC COUNTY (SOUTH OF THE WAHKIAKUM COUNTY NORTHERN BOUNDARY EXTENDED DUE WEST 10 THE PACIFIC OCEAN). iitiii STATE AND FEDERAL WAGE RATES ARE LISTED SEPARATELY WAGE RATES OCCUPATION OCCUPATION STATE FEDERAL CUUE DESCRIPTION RATE RATE iiiiii FEDERAL WAGE RATE GROUP LISTING GROUP 4 570-1710 ROLLER OPERATOR, OILING C.T.B. -- 15.53 570-1720 SCREED OPERATOR -- 15.53 570-1730 SERVICE OILER (GREASER) -- 15.53 GROUP 5 570-1750 CHIP SPREADING MACHINE OPERATOR 15.56 570-17ti0 CONCRETE bATCH PLANT QUALITY CONTROL -- 15,56 OPERATOR 570-1760 ELEVATOR OPERATOR -- 15.56 570-1770 FXTkUSION MACHINE OPERATOR -- 15.56 570-1780 HOIST OPERATOR, SINGLE DRUM -- 15.56 570-1790 LIME SPREADING MACHINE OPERATOR (ON JOB SITE) -- 15.56 570-1800 POWER JUMbO OPERATOR SETTING SLIP FORMS ETC. , -- 15.56 IN TUNNELS 570-1b10 PULVA-MIXER OR SIMILAR TYPES -- 15.56 570-1820 SLIP FORM PUMPS, POWER DRIVEN HYDRAULIC -- 15.56 LIFTING DEVICE FOR CONCRETE FORMS 570-18?0 S►;EEPER OPERATOR (WAYNE TYPE) SELF- -- 15.56 PROPELLED CbdSTRUC71UN (ON JOB-SITE) 570-lb4U TRACTOR OPERATOR, RUBBER TIRED, 50 HI' -- 15.56 FLYWHEEL AND UNDER 510-1050 TRENCHING MACHINE OPERATOR , MAXIMUM DIGGING -- 15.56 CAPACITY 3 FEEL DEPTH (ANY ASSITANCE IN THE OPERATION SHALL BE PERFORMED BY AN ASSISTANT TO THE ENGINEER) 510-1860 WAGNER PALTOR OPERATOR OR SIMILAR TYPE -- 15.56 IWITHOUT bLADE ) GWUUP 6 CITY [1F RENTON WATER MAIN REPLACEMENT MISCELLANEOUS LOCATIONS PAGF 31 HWY-k32320-AA PREVAILING MINIMUM HOURLY WAGE RATES MAY 24 , 1984 LUPAIIU14: PUWER EQUIPMENT EPERATIIRS LUCAIIUN: PALIFIC COUNTY (SOUTH OF ]HE WAHKIAKUM COUNTY NORTHERN BOUNDARY EXTENDED DUE HEST TO THE PACIFIC OCEAN). ****** STATt AND FEDERAL WAGE RATES ARE LISTED SEPARATELY ****** HALE kAIES OCCUPATION OCCUPATION STATE FEDERAL CODE DESLRIP71UN RATE RATE ****** FEDERAL WAGE RATE GROUP LISTING ****+* GROUP 6 570-Ib70 ASPHALT BURNER E RECONDITIONER OPERATOR -- 15.67 570-2190 ASPHALT PAVER OPERATOR -- 15.67 570-1880 CAS1 IN PLACE PIPE-LAYING OPERATOR -- 15.67 570-lb90 CUNCkEIE FINISHING MACHINE OPERATOR; CLARY , -- 15.67 JOHNSON, BIDWELL , BURGESS BRIDGE DECK OR SIMILAR TYPE 57C-1900 CONCRETE JOINT MACHINE OPERATOR -- 15.67 570-1910 CONCRETE PAVING MACHINE OPERATOR -- 15.67 570-1920 CONCRETE PLANER OPERATOR -- 15.67 570-I930 CONCRETE SPREADER OPERATOR -- 15.67 570-1940 CURB MACHINE OPERATOR, MECHANICAL , BERM, -- 15.67 CURB AND/UR CURB AND GUTTER (CONCRETE ) 510-1950 LOADERS, KUBBER-TIRED TYPE , 2 112 CUBIC -- 15.67 YARDS AND UNDER 570-1960 MAGINNIS 114TERNAL FULL SLAB VIBRATOR OPERATOR -- 15.67 570-1970 PAVEMENT GRINDER ANO/OR GROOVING MACHINE -- 15.67 OPERATOR (RIDING TYPL ) 570-1980 RUCK SPREADER, SELF-PROPELLED -- 15.67 GROUP 7 570-1990 A-FkA4't TRUCK , DOUBLE DRUM -- 15.74 570-2240 ASPHALT PLANT OPERATOR -- 15.74 570-2000 BALLAST REGULATOR OPERATOR -- 15.74 570-2010 BALLAST TAMPER MULTI-PURPOSE OPERATOR 570-2020 BELICRETE OPERATOR -- 15.74 570-2030 BOOM TRUCK OPERATOR -- 15.74 570-2U40 CEMENT PUMP OPERATOR, FULLER-KENYON AND -- 15.74 SIMILAR 570-2050 CHURN DRILL AND EAR H BORING MACH14L -- 15.74 UPERATIIk CITY OF RENTON HATER MAIN REPLACEMENT MISCELLANEOUS LOCATIONS PAGE 32 HWY—k32320—AA PREVAILING MINIMUM HOURLY WAGE RATES MAY 24s 1984 CUPATIUN: POWER EQUIPMENT OPERATORS LOCATION: PACIFIC COUNTY (SOUTH OF THE WAHKIAKUM COUNTY NORTHERN BOUNDARY EXTENDED DUE WEST TO THE PACIFIC OCEAN). ****** STATE AND FEDERAL WAGE RATES ARE LISTED SESARATELY **#+++ WAGE RATES OCCUPATION OCCUPATION STATE FEDERAL LODE DESCRIPTION RATE RATE ****** FEDERAL WAGE RATE GROUP LISTING ****** GRUl1P 7 570-2060 CONCRETE MIXER CPERAIURs SINGLE DRUM. -- 15.74 FIVE BAG CAPACITY AND OVER 570-2070 CONCRETE PUMP OPERATOR -- I5.74 510-2080 ELEVATING GRADER OPERATORS TRACTOR TOWED9 -- 15.74 REQUIRING OPERATOR OR GRADER ?• 570-2090 GROUTING MACINE OPERATOR -- 15.74 570-2100 HYDRAULIC BACKHOE OPERATOR. WHEEL TYPE 3/8 -- 15.74 CUBIC YARD AND UNDERv WITH OR WTHOUT FRONT ENO ATTACHMENT 2 1/2 CUBIC YARD AND UNDER (FORD * JOHN DEERE* CASE TYPE) 570-2110 LOCOMOTIVE UPERATDR — 40 TONS AND OVER -- 15.74 570-2120 PUT HAMMER DPERATGR -- 15.74 570-2130 PUMPCREIE OPERATOR -- 15.74 510-2140 ROLLER OPERATOR, ASPHALT -- 15.74 570-2150 SHUTTLE CAR UPERATDR -- 15.74 570-2160 71E SPACEk OPERATOR -- 15.74 570-2170 TOWER MOBILE OPERATOR -- 15.74 570-2180 TRACK LINER OPERATOP -- 15.74 GROUP P 570-2200 BATCH PLANT AND/OR WET NIX OPERATOR, ONE -- 15.87 OR IWO DRUM 570-2210 BLLI LOADLP, KULMAN AND KO CAL TYPES -- 15.87 570-2220 VIE5EL ELECTRIC ENGINEERS (GENERATOR -- 15.P7 LPERATOR , PLANT AND/Uk FLOATING) 570-2235 ELEVATING GRADER ftPFRATOR -- 15.87 570—ZZ30 GENERATOR OPERATOR -- 15.87 GROUP 9 CITY OF RENTUN WATER MAIN REPLACEMENT MISCELLANEUUS LUCAl1UNS PAGE 33 HWY-k3Z320-AA PREVAILING MINIMI'M HDURLY WAGE RATES MAY 24 , 1984 LUPATION: POWER EGUIPMLNT LPERATORS LUCAIIUN: PACIFIC COUNTY (SOUIH OF THE WAHKIAKUM COUNTY NORTNIL�N VOUNUARY L- KIENDED DUE WEST IU THE PACIFIC OCEAN ) . ****** STATE AND FEDERAL WAGE RATES ARE LISTLO SEPARATELY ****** WAGE RAZES OCCUPATION OCCUPATIO4 STATE FEOLRAL CODE DESCRIPTION RATE RATE ****** FEDERAL WAGE RATE GROUP LISTING ****** GROUP 9 570-2250 BULT THKLAOINC MACHINE OPERATOR -- 15.96 570-2260 BOOM TYPE LIFTING DEVICE , FIVE TON -- 15.96 CAPACITY OR LESS 570-2270 BURING MACHINE OPERATOR -- 15.96 570-Z280 BULLDUZEk OPERATOR -- 15.96 570-2290 CHERRY PICKER DR SIMILAR TYPE CRANE-HOIST, -- 15.96 5 TUN CAPACITY OR LESS 570-2300 CHICAGO BOOM AND SIMILAR TYPES -- 15.96 570-2310 CUMPACTLR OPERATOR , WITH BLADE -- 15.96 570-2320 CONCRETE CDOLING MACHINE OPERATOR -- 15.96 510-2330 CRUSHER PLANT OPERATOR -- 15.96 570-2340 DRILL CAI OPEkATOR -- 15.96 57D-2350 DRILL DOCTOR -- 15.96 57D-2360 DRILL DCCIOR (BIT GRINDER) -- 15.96 570-2370 GRIZZLY OPERATOR -- 15.96 570-Z380 ;UARDkAIL AUGER UPEP.AIDR (ALL TYPES) -- 15.96 570-Z390 GUARDRAIL PUNCH OPERATOR (ALL TYPES) -- 15.96 570-2400 HAMMER UPLRATUR -- 15.96 570-2410 HEAVY DUTY MECHANIC -- 15.96 570-2420 HEAVY DUTY WELDER -- 15.96 57D-Z430 HYDRAULIC BACKHOE OPERATOR, TRACT TYPE -- 15.96 3/8 CUP1C YARD 570-Z440 LIFT SLAB MACHINE OPERATOR -- 15.96 570-2450 LOADER OPERATOR , FRONT END AND OVERHEAD, -^ 15.96 2 1/2 CUBIC YARD AND UNDER 4 CUBIC YARDS 570-2460 MACHINE TOOL UPERATOk -- 15.96 570-2470 PIPE BENDING MACHINE. OPERATOR -- 15.96 570-2480 PIPE CLEANING MACHINE OPERATOR -- 15.96 570-2490 PIPE DUPING MACHINE OPERATOR -- 15.96 570-2500 PIPE WRAPPING MACHINE OPERATOR -- 15.96 570-2510 SIDE-BUCM CAI OPERATOR -- 15.96 CITY OF RENICN WATER MAIN REPLACEMENI MISCELLANEOUS LOCATIONS PAGE 34 14WY-R32320-AA PREVAILING MINIMUM HOURLY WAGE RATES MAY 249 1984 CUPATIUN: POWER EQUIPMENT OPERATORS LUCATIU)• : PACIFIC COUNTY (SOUTH GF THE WAHXIAKUM COUNTY NORTHERN BOUNDARY EXTENDED DUE WEST TO THE PACIFIC OCEAN). ****** STATE AND FEDERAL WAGE RATES ARE LISTED SEPARATELY ttftt4 WAGE RAIES OCCUPATION OCCUPATION STATE FEDERAL CODE DESCRIPTION RATE RATE ****** FEDERAL rIAGE RATE GROUP LISTING +**tt+ GROUP 9 570-2520 STATIONARY DRAG SCRAPER OPERATOR -- 15.96 570-2530 SURFACE HtATER AND PLANER OPERATOR -- 15.96 570-2550 TRACTOR OPERATOR WITH BOOM ATTACHMENT -- 15.96 570-2540 TRACTOR OPERATOR, RUBBER-TIRED, OVER -- 15.96 50 HP FLYWHEEL 570-2560 TRENCHING MACHINE OPERATOR, MAXIMUM DIGGING -- 15.96 CAPACITY OVER 3 FEET DEPTH GROUP 10 570-2570 BARGE OPEkATOR , SFLF UNLJADING -- 16.04 570-25bO BULLDOZER OPERATOR • TWIN FNGINE (TC12 AND -- 16.04 SIMILAR TYPE) 570-2590 CABLE PLOW OPERATOR -- 16.04 E+70-2660 COMBINATION GUARDRAIL MACHINES -- 16.04 570-2600 COMBINATION MECHANIC - WELDER (HEAVY-DUTY) -- 16.04 WHEN DISPATCHED AND/UR REQUIRED TU 0❑ BOTH 570-2610 COMPACTOR OPERATOR , MULTI-ENGINE -- 16.04 570-Z6130 CRANES , 25 TONS AND UNDER -- 16.04 570-2620 DRILLER - PERCUSSION, DIAMOND, CABLE , CURL , -- 16,04 ROTARY AND SIMILAk TYPES 570-2b90 GRAUE-ALL OPERATOR , UNDER 1 CUBIC YARD -- 16.04 570-2630 JACK OPERATOR ELEVATING BARGES -- 16.04 570-2700 MIXER MOBILE OPERATOR -- 16.04 S70-2710 MUCKING MACHINE OPERATOR -- 16.04 570-2640 RUbbER-TIRED DOZERS AND PUSHERS (MICHIGAN, -- 16.04 CAI , HOUGH TYPE) 570-2720 SHOVEL , DRAGLINE , CLAMSHELL, HOE, ETC. -- 16.04 OPERATOR, UNDER 1 CU81C YARD 57'Zb50 WELDER - CERTIFIED, WHEN DISPATCHED AND/UR -- 16.04 REQUIRED C1)Y OF RENION WATER MAIN REPLACEMENT MISCELLANEOUS LOCATIONS PAGE 35 HWY-k32320-AA PREVAILING MINIMUM HOURLY WAGE RATES MAY 24 , 1964 LUPAIIUN: POWER EQUIPMENT OPERATORS LUCAIIUN: PACIFIC COUNTY (SOUTH OF THE WAHKIAKUM COUNTY NORTHERN BOUNDARY EXTENDED DUE WEST 70 THE PACIFIC OCEAN) . ****** STATE AND FEDERAL WAGE RATES ARE LISTED SEPARATELY *#*### WAGE VAIES UCCUPATION OCCUPATION STATE FEDERAL LUDE DESCRIPTION FATE RATE ****** FEDERAL WAGE RATE GROUP LISTING *#*### GROUP II 570-2670 CONCRETE bkEAKER OPERATOR -- 16.C6 GkUUP 12 570-2730 BATCH PLANT AND/Ok WET MIX OPERATOR, 3 UNITS -- 16*15 UK MORE ^70-2750 BLADE MOUNTED SPREADEkS* ULRICH I. SIMILAR -- lb.15 TYPES 570-2740 BLADE OPEWM 16.15 570-2760 ELEVATING LOADER OPERATOR . ATHEY AND SIMILAR -- 16.15 TYPES 570-2770 HOIST ❑PERATUR , 2 DRUMS UR MORE -- 16.15 570-2400 PILEDRIVER OPERATOR (NOT CRANE TYPE ) -- 16.15 570-2790 kUBbEk-TIkEU SCRAPER UPERATOR , SINGLE -- 16.15 ENGINE , SINGLE SCRAPER 570-2800 kUBbER-TIRED SCRAPER UPERATOR, TWIN ENGINE -- 16.15 570-2810 kUBBLR-T1kLD SCRAPER OPERATOR, WITH PUSH- -- 16.15 PULL ATTACHMENTS 570-2820 SELF-LUADING, PADDLE WHEEL AUGER TYPE , UNDER -- 16.15 15 CUBIC YARDS A;4D OVER SINGLE ENGINE 570-2830 SHIELD OPERA7Ok -- 16.15 GROUP 13 57D-2b40 BACK-FILLING MACHINE UPERAIOR ^- 16.25 570-2b50 BLADE flPEkATUR -- 16.25 570-2b60 BLADE UPERATDk, FINISH (WORKING WITH EITHER -- 16.25 RED OR BLUE TOPS) 570-2670 BLADE OPEkATUk, MULTI-ENGINE -- 16*25 570-2bbO BRIDGE CRANE OPERATOR. LOCOMOTIVE , GANTRY -- 16*25 UVEkMEAD CITY OF RENTON WATER MAIN REPLACEMENT MISCELLANEOUS LOCATIONS PAGE 36 HWY-R32320-AA PREVAILING MINIMUM HOURLY WAGE RATES MAY 24 , 1964 CUPAIIUN: POWER EQUIPMENT OPERATORS LOCATION: PACIFIC COUNTY (SOUTH OF THE WAHKIAKUM COUNTY NORTHERN BOUNDARY EXTENDED DUE WEST TO THE PACIFIC OCEAN) . ****** STATE AND FEDERAL WAGE RATES ARE LISTED SEPARATELY *+++*+ WAGE RATES UCCUPATIUN (`CCUPATION STATE FEDERAL CODE DESCRIPTION RATE RATE ****** FEDERAL WAGE RATE GROUP LISTING +***+* GROUP 13 570-2890 CABLEWAY UPEF.ATOR, UP TO 25 TONS -- 16.25 570-2900 CUNCRETE PAVING AND ROAD MIX OPERATOR -- 16.25 570-2910 CRANE UPEWATUF. , OVER 25 TONS AND INCLUDING -- 16.25 40 TONS 570-29ZO DERRICK OPERATOR , UNDER 100 TONS -- 16.25 570-2930 ELEVATING GRADER OPERATOR, OPERATED BY -- 16.25 IRACTOk UPE7,AIOR, SIERRA, EUCLID, OR SIMILAR TYPES 570-Z940 FLUAIING CLAMSHELL, ETC. U(IDER 3 CUBIC YARDS -- 16.25 570-2950 FLOATING CRANE (DERRICK BARGE) OPERATOR, LESS -- 16.25 THAN 30 TUNS 570-2960 GRADE-ALL, 1 CUBIC YARD AND OVER -- 16.25 570-2970 MOIST OPERATOR, STIFF LEG, GUY DERR.:K Lk -- 16.25 SIMILAR TYPE , 50 IONS AND OVER 570-2980 PILEDRIVEk OPERATOR (NOT CRANE TYPE) -- 16.25 570-2990 SHUVfL , ETC. 1 CUBIC YARD, BUT LESS THAN 3 -- 16.25 CUBIC YARDS 57C-3020 TOWER CRANE OPERATOR -- 16.25 GROUP 14 570-3000 RUBBER-TIRED SCRAPER OPERATOR, WITH TANDEM -- 16.46 SCRAPERS 570-3010 SELF-LOADING PADDLE WHEEL, AUGER TYPE , FINISH 16,48 AND/OR 2 OR MORE UNITS GROUP 15 570-3030 LOADER 1PERATOR, 4 CUBIC YARDS, BUT LESS THAN -- 16.67 6 CUBIC YARDS 570-3040 RUCK HOUND OPERATOR -- 16.67 CITY OF RENTON WATER MAIN REPLACEMENT MISCELLANEOUS LOCATIONS PAGE 37 HWY-432320-AA PREVAILING MINIMUM HOURLY WAGE RATES MAY 24, 1984 CUPAIION: POWER EQUIPMENI OPERATORS LUCAIIUN: PACIFIC COUNTY (SOUTH OF THE WAHKIAKUM CUUNTY NORTHERN BOUNDARY EXIE'IDEU DUE NEST TO THE PACIFIC OCEAN) . ****** STATE AI%D FEDERAL WAGE RATES ARE LISTED SEPARATELY WAGE PATES UCCUPATION OCCUPATION S'FATE FEDERAL LUUE DESCRIPTION RATE RATE ****** FEDERAL WAGE RATE GROUP LISTING **+**• GROUP I6 570-3050 AUTO GRADER ( 1 .E . 9 CMI ) OR "TRIMMER* OPERATOR -- 16.91 570-3U60 AUIUMATIC CONCRETE SLIP FORM PAVER OPERATOR -- 16.91 570-3010 CABLEWAY OPERATOR , 25 TONS AND OVER 16.91 16.91 57C-3080 CONCRETE CANAL LINE OPERATOR 570-3090 CRANE OPERATOR, OVER 40 TONS AND INCLUDING -- 16.91 100 TONS 970-3100 FLOATING CLAMSHELL, ETC. , OPERATOR , 3 CUBIC -- 16.91 YARDS AND OVER 570-3110 FLOATING LRANE (DERRICK BARGE) OPERATOR , 30 -- 16.91 IONS BUT LESS THAN 80 TONS 570-3120 LOADER OPERATOR, 6 CUBIC YARDS BUT LESS THAN -- 16.91 12 CUBIC YARDS 5.0-3130 RUBBER-TIkEO SCRAPER UPERATOR, WITH TANDEM -- 16.91 SCRAPLk, MUL71-ENGINE 570-3140 SHUVEL , ETC. , 3 CUBIC YARDS BUT LESS THAN 5 -- 16.91 CUBIC YARDS 1�70-3150 TANDEM BULLDUZER OPERATOR, QUAD 9 AND SIMILAR -- 16.91 570-3160 WHEEL EXCAVATOR, UNDER 750 CUBIC YARDS PER -- 16.91 IiOUk 570-3170 WHIkLLY OPERATOR, 80 IONS AND UNDER -- 16.91 GRUUP 11 510-3180 CANAL TRIMMER -- 17.10 570-3190 CRANE OPEkATUR, OVER 100 TONS AND INCLUDING -- 17.10 ?00 TONS 570-3?D0 FLO JING CRANE (DERRICK BARGE) UPERATOR , 80 -- 17.10 TONS BUT LESS THAN 150 TONS 570-3210 LUAUER OPERATOR, 12 CUBIC YARD AND OVER -- 17.10 570-3220 SHOVEL , EIC. , 5 CUBIC YARDS AND OVER -- 17.10 CITY OF RENTON WATER MAIN RE.PLACEMENI MISCELLANEOUS LOCATIONS PAGE 38 HWY K323ZO-AA PREVAILING MINIMUM HOURLY WAGE RATES MAY 24 , 198♦ CUPAIION: PUWER LCUIPMENT LPERAICUS LUCAIIU) : PACIFIC COUNTY (SOUIH OF THE WAHKIAKUM COUNTY NORTHERN LOUNDARY EXIENDEO DUE NEST TO THE PACIFIC OCEAN). ++++++ S1All AND FEDERAL WAGE RATES ARE LISTED SEPARATELY ++++++ WAGE RATES UCCUPATION OCCUPATION STATE FEDERAL CODE DESCRIPTION RATE RATE +++++# FEDERAL WAGE RATE GROUP LISTING #++##+ GROUP 17 570-3230 WHIkLEY UPERATUR , OVER 80 TONS AND INCLUDING -- 17.10 150 IONS GROUP lb 570-3240 bAND WAGONS (IN CUNJUNCTIUN WITH WHEEL -- 17.34 EXCAVATOR) 570-3250 CRANE OPERAIUR, OVER 200 TONS -- 17.34 570-3260 FLOATING CRANE, 150 TONS BUT LESS THAN 250 -- 17.34 IONS 570-3" 10 WHEEL EXCAVATUR, OVFR 750 CUBIC YARDS PER -- 17.34 HUUk 570-32bO WHIRLEY OPERAIUR, ISO TUNS AND OVER -- 17,34 GROUP 19 570-32YO FLOAIINC CRANE , 250 IONS AND OVER -- 17.52 570-3300 HELICOPTER OPERATOR , WHEN USED 1N ERECTING -- 17.52 WORK 570-3310 REMOTE CONTROLLED EAR714 MOVING EQUIPMENT -- 17.52 570-3320 UNDERWATER EQUIPMENT OPERATUR, REMOTE OR -- 17.52 OTHERWISE , WHEN USED IN CONSTRUCTION WORK. UIMER 570-9578 STATE : FOkEMAN, 0.9C E/HR. ABOVE THE HIGHEST PAID CLASSIFICATION UNDER HIS SUPER- VISION, CITY OF RENTON WATER MAIN REPLACEMENT MISCELLANEOUS LOCATIONS PAGE 39 MMY—K32320—AA PREVAILING MINIMUM HOURLY MACE RATES MAY 249 1984 CUPAl10N: POWER EQUIPMENT OPERATORS LUCAIIUN: PACIFIC COUNTY (SOUTH OF THE MAHKIAKUM COUNTY NORTHERN BOUNDARY EXTENDED DUE WEST TO THE PACIFIC OCEAN) . ****** STATE AND FEDERAL WAGE RATES ARE LISTED SEPARATELY ****** UTMEk 570-95T9 FEDERAL ZONE DIFFERENTIAL (ADD TO BASE RATE) : ZONE 1- 0.00 •0-30 MILE RADIUS OF RESPECTIVE BASE POINT CITY HALL* ZUNE 2— 0,65 030-40 MILE RADIUS OF RESPECTIVE BASE POINT CITY HALL• 570-9560 ZONE 3— 1 .15 040-50 MILE RADIUS OF RESPECTIVE BASE POINT CITY HALL" ZONE 4— 1.70 050-60 MILE RADIUS OF RESPECTIVE. BASE POINT C17f HALL* ZUNE 5- 2975 `UVER 80 MILE RADIUS Of RESPECT- 71VE BASE POINT CITY HALL* 570-95B1 BASE POINTS: ASTURIA9 GOLDENDALE9 LONGVIEM, THE OALLESo SINGENo VANCOUVER# PORTLAND LILY OF RENTON MAZER MAIN REPLACEMENT MISCELLANEOUS LDCA71ONS PAGE 4C HWV-R32320-AA PREVAILING MINIMUM HOURLY WAGE RATES MAY 24 , 1984 CUPA11UNs PUWER EQU1PMkN1 OPERATORS tSEWER T WATER CUNSTRUCIION) LOCA11UN2 CHELAN* CLALLAM, DOUGLAS (THAT PORTION WHICH LIES WEST OF THE 120TH MERIDIAN) , GRAYS HARBOR, ISLAND, JEFFERSON* KING, KITSAP, K11117AS, LEW1S9 MASON, PACIFIC (NORTH OF A STRAIGHT LINE FROM THE SUUTHERN 8UUNDARY OF LEWIS COUNTY EXTENDED WEST TO THE PACIFIC OCEAN) PIERCE, SKAGIT, SNOHOMISH# THURSTON, WHATCOM AND YAKIMA COUNTIES, FRINGE BENEFITS HEALTH AND WELFARE 1.80 S/HR, STATE PLNSIUN 2.00 t/HR, STATE TOTAL NUURLY BENEFITS 4.01 $/HR, FEOEkAt TRAINING FUND .21 $/HR. STATE WAGE RAILS UCCUPAIIUN OCCUPATION STATE FEDEF'at Ct ! t DESCRIPTION RATE Ft it GNUVP 1 5N0-0040 BACK FILLER 16.92 16.92 5BU-0030 BACKHOF (780 CASE TYPE AND LARGER WITH 16.92 16.92 ATTACHMENTS) 580-0100 CLAM 16.92 16.92 5B0-0120 CRANE 16.92 16.92 560-0130 DIICHING MACHINE 16.92 16.91 5P0-0150 DUZkk (ALL CAT, TYPE 0-3 AND LARGER) 16.92 16.9, 5C0-0160 ORAbLIf4 16.92 16.92 5H0-0190 FRON;-! Nf LOADER (2YOS. AND OVER) 16.92 16.92 5l'0-0210 MECHANIC 16.92 16.92 5BO-0220 MECHANIC NELUER 16.92 16.92 580-OZ40 MUTUF GRAUER 16.92 16.92 5B0-0310 SLkLED 16.92 16.92 5B0-0330 SHOVEL (3 YDS. AND UNDER) 16.92 16.92 5FO-0350 SIDE BOOM (ALL CAI , IYPF D-3 AND LARGER) 16 92 16.92 GkUUP 2 5ft0-0020 eACKHU(- (680 CASE TYPE AND SMALLER WITH 16.425 16.425 ATTACHMENTS) 5HO-0050 BENDING MACHINE. 16.425 16.425 580-0060 BOOM TRUCK ( STATIUNARY) 16.425 16.42s CITY OF kENIUN WATER MAIN REPLACLMENI MISCELLANEOUS LOCATIONS PAGE 41 "WY-R32320-AA PREVAILING MINIMUM HOURLY WAGE RATES MAY 24, 1984 CUPAIIUN: POWER EQUIPMENT OPERATORS ( SERER L WATER CONSTRUCTION) LUCA7ION: CHELAN# CLALLAM, DOUGLAS (THAT PORTION WHICH LIES WEST OF THE 120TH MERIDIAN) , GRAYS HARBOR, ISLAND, JEFFERSON, KING, KITSAP, KITTITAS, LEWIS, MASON, PACIFIC (NORTH OF A STRAIGHT LINE FROM THE SOUTHERN BOUNDARY OF LEWIS COUNTY EXTENDED WEST 10 THE PACIFIC OCEAN) PIERCE , SKAGIT* SNOHOMISH, THURSTON# WHATCOM AND YAKIMA COUNTIES. WAGE RATES OCCUPATION OCCUPATION STATE FEDERAL CUDE DESCRIPTION RATE RATE GRUUP 2 SBO-0070 SURING MACHINE 16.425 16.425 580-0090 CUNPACTURS 16.425 16.425 5110-0140 DOZER (ANY TYPE SMALLER THAN CAT 0-31 1b.425 16.425 580-0170 DRILLS (LEROI TYPE ) 16.425 16.425 580-0180 FRUNT-ENO LOADER (UNDER 2 YD.) 16.425 _6.425 5B0-0200 GIN TRUCK 16.425 16.425 500-0230 MECHANICAL GREASER (LARGE GREASE TRUCK) 16,425 16.425 560-0210 PAVING MACHINES 16.425 16.425 580-0280 PUT FIREMAN (ENGINE OPERATED ABOVE 3 ROL.) 16.425 16,425 580-0300 ROLLERS 164425 16.425 580-0320 SERVICE PLOW 16.425 16,425 580-0340 SIDE BOOM (ANY TYPE SMALLER THAN CAT 0-3) 16.425 16.425 5RO-0360 TRACTAIR 16.425 164425 5HO-0380 WELL POINT SYSTEM 16.425 16,425 GRUIIP 3 5BO-0010 AIR COMPkESSOF. 14 .46 14 .46 580-0080 CHAIN TYPE DITCHER (DITCH WITCH) 14.46 14.46 SHO-0110 CONCRETE SAW 14 .46 14 .46 580-0260 UIL-GREASEP 14 .4b 14 .46 5CO-0250 OILER 14 .46 14 ,46 580-0290 PUMP 14.46 14 .46 580-0310 WELDING MACHINE 14.46 14.46 CITY OF kENTON HATER MAIN REPLACEMENT MISCELLANEOUS LOCA7I13NS PAGE 42 MWY-R32320-AA PREVAILING MINIMUM HOURLY WAGE RATES MAY 249 1984 CUPA110N: POWER EQUIPMENT OPERATORS (SEWER G WATER CONSTRUCTION) LUCATIUN: PACIFIC COUNTY (SUUTH OF A STRAIGHT LINE FROM THE SOUTHERN BOUNDARY OF LEWIS COUNTY EXTENDED WEST TO THL PACIFIC OCEAN). FRINGE BENEFITS HEALTH AND WELFARE 1.80 S/HR. STATE PENSIUN 2.00 S/HR. STATE TRAINING FUND .21 $/HR. STATE WAGE RATES OCCUPATION OCCUPATION STATE FEDERAL CUDE DESCRIPTION kATE R17E GROUP 1 580-0040 RACK FILLER 16.92 500-0030 2ACKHUE (180 CASE TYPE AND LARGER WITH 16.92 ATTACHMENTS) 580-0100 CLAM 16.92 SRO-0120 CRANE 16.92 -- 580-0130 DITCHING MACHINE 16.92 '- "0-0150 DOZER (ALL CAT . TYPE 0-3 AND LARGER) 16.92 '- 580-0160 JRAGLINE 16.92 5PO-0190 FRON)-END LOADER 12YDS. AND OVER) 16.92 -' SP0-0210 MECHANIC 16.92 !)PO-0220 MECHANIC aELDER 16.92 -' SPO-0240 MUTUk GRADER 16.92 SBO-0310 SCREED 16.92 5PO-0330 SHOVEL (3 YDS. AND UNDER) 16.92 '- SBO-0350 SLOE BOOM (ALL CAT . TYPE D-3 AND LARGER ) 16.92 -- GRUUP 2 5BO-0020 BACKHUE (b80 CASE TYPE AND SMALLER WITH 16.425 ATTACHMENTS) 5UO-0050 BENDING MACHINE 16.425 -- SHO-0060 BOOM TRUCK (STATIONARY) 16.425 '- 58V-0070 BURING MACHINE 16.425 -- 580-0090 CUMPACTURS 16.425 '- 580-0140 VUZLR IANY TYPE SMALLER THAN CAT D-3 ) 16 .425 -- 5D0-0170 DRILLS (LERUI TYPE ) 16.425 '- 500-0180 FKUNT-END LOADER (UNDER 2 YD.) 16.425 '- CITY OF RENTON WAIEk MAIN REPLACEMENT MISCELLANEOUS LOCATIONS PAGE 43 "WV-R32320—AA PREVAILING MINIMUM HOURLY WAGE RATES MAY 24t 196* ,CUPAIIDN: POWER E(oUIPMEN7 OPERATORS (SEWER C WATER CONSTRUCTION) LOCATION: PACIFIC COUNTY (SOUTH OF A STRAIGHT LINE FROM THE SOUTHERN BUUNOAkY OF LEWIS COUNTY EXTENDED WEST TO THE PACIFIC OCEAN). WAGE RATES UCCUPATIUN OCCUPATION STATE FEDERAL CODE DESCRIPTION RAZE RATE GRUUP 2 580-0200 GIN TRUCK 16.425 -_ 580—OZ30 MECHANICAL GREASER (LARGE GREASE TRUCK) 16.425 -- 560-0270 PAVING MACHINES 16.425 -- 580-0280 PUT FIREMAN (ENGINE OPERATED ABJVE 3 AOL. ) 16.425 -- 580-0300 ROLLERS 16.425 -- 5EO-0320 SERVICE PLOW 16.425 -- MO-0340 SIDE BOOM (ANT TYPE SMALLER THAN CAT 0-31 16.425 -- 580-0360 TRACTAIR 16.425 560-0380 WELL POINT SYSTEM 16.425 -- GRUUP 3 590-0010 AIR COMPRESSOR 14.46 -- 580-0080 CHAIN TYPE 017CHER (DITCH WITCH) 14.46 -- 560-0110 CONCRETE SAW 14.46 -_ 5BO-0260 OIL—GREASER 14.46 —_ 500-02SO OILER 14.46 -- 580-0290 PUMP 14.46 -- 560-0370 WELDING MACHINE 14.46 -- CITY OF RENTON HATER MAIN REPLACEMENT MISCELLANEOUS LUCATIONS PAGE 44 HNY-R32320-AA PREVAILING MINIMUM HOURLY WAGE RATES MAY 24, 1904 :CUPATION: POWER EGU 0MENT OPERATORS (SEWER E WATER CONS7RUC710N) LOCATION: DUUGLAS COUNTY ETHAT PORTION WHICH LIES EAST OF THE 1201H MERIDIAN). FRINGE BENEFITS HEALTH AND WELFARE 1 .80 9/HR. STATE PENSION 2.00 E/MR, STATE TRAINING FUND .21 3/MR. STATE WAGE RATES UCCUPATION OCCUPATION STATE FEDERAL CODE DESCRIPT104 RATE RATE GROUP I 500-0040 BACK FILLER 16.92 -- 580-0030 BACKHOE (780 CASE TYPE AND LARGER WITH 16.92 -- ATTACHMENTS) 5PO-0100 CLAN 16.92 -- 5HU-0120 CRANE 16.92 -- 5P0-0130 DITCHING MACHINE 16.92 -- 5BU-0150 DOZER (ALL CAT . TYPE D-3 AND LARGER) 16.92 500-0160 DRAGLINE 16.92 -- 5b0-0190 FRUNT-END LOACLP (2YDS. AND OVER) 16.92 -- 5PO-0210 MLCHAN7C 16.92 -- 5B0-0120 MLCHANIC WLLDEk 16.92 -- 5PO-0240 MOTOR GRAVER 16.92 -- 560-0310 SCREED 16.92 _- 5130-0330 SHOVEL 13 YDS. AND UNDER) 16.92 -- 560-0350 SIDE BUOM (ALL CAT, TYPE 0-3 AND LARGER ) 16.92 -- GkljUP 2 5PO-0020 BACKHOE 16BO CASE TYPE AN(? SMALLER WITH 16.425 -- ATIACHMENIS) 5b0-0050 BENDING MACHINE 16.425 -- 5bD-OO60 BUOM TRUCK (S7A77UNARY) 16.425 _- 580-0070 BORING YALHINE 15.425 -- 5BO-0090 COMPAC70kS 16.425 -- 5PO-0140 DOZER (ANY TYPE SMALLER THAN CAT D-3) 16.425 -- 580-0170 DRILLS (LERUI TYPE ) 16.425 -- 5PO-0160 FRUN7-END LOADLk (UNDER 2 YD. ) 16.425 -- CITY OF kEMION WATER MAIN REPLACEMENT MISCELLAN'OUS LOCATIONS PAGE 45 HWY-R32320-AA PREVAILING MINIMUM HOURLY WAGE RATES MAY L4 , 1984 ;CUPATIUN: POWER EQUIPMENT GPERATORS (SEWLR C WATER CONSTRUCTION) LOCATION: DOUGLAS COUNTY (THAT PORTION WHICH LIES EAST Of THE 120TH MERIDIAN) . WAGE FATES UCCUPATIUN OCCUPATION STATE FEDERAL CUDE DESCRIPTION RATE RATE GROUP 2 5BO-0200 GIN TRUCK 16.425 SBO-0230 MECHANICAL GREASER (LARGE GREASE TRUCK) 16.425 5ED-0270 PAVING MACHINES 16.425 580-0280 POT FIREMAN (ENGINE OPERATED ABOVE 3 BBL. ) 16.425 -_ 5PO-0300 PULLERS 16.425 16.425 580-0320 SERVICE PLOW 5P0-')340 w%IDL BOOM (ANY TYPE SMALLER THAN CAT D-3) 16.425 580-0360 . ZACTAIR 16.425 5E0-0380 WELL PO'.NT SYSTEM GRUUP 3 5H0-0010 AIR COMPRESSOR 14 .46 S1tD-0080 CHAIN TYPE DITCHER WITCH WITCH) 14.46 14 .46 -' 5E0-0110 CONCRETE SAW 14.46 '- 580-0260 UIL-GREASLR 14.46 '- 560-0250 OILER 14.46 -' 580-0290 PUMP 14.4t> -- 5BO-0370 WELDING MACHINE CITY OF RENTON WATER MAIN REPLACEMENT MISCELLANEOUS LOCATIONS PAGE 46 HWY-R32320-AA PREVAILING MINIMUM HOURLY WAGE RATES MAY 24 . 1984 ,CUPATION1 POWER EQUIPMENT OPERATORS (SEWER G WATER CONSTRUCTION) LUCAIIUN: OKANOGAN COUNTY (It PORTION WHICH LIES NEST OF THE 120TH MERIDIAN). FRINGE BENEFITS TOTAL HOURLY BENEFITS 4.01 $/MR. FEDERAL WAGE RATES OCCUPATION OCCUPATION STATE FEDERAL CODE DESCRIPTION RATF RATE GROUP 1 580-0040 BACK FILLER -- 16.92 $80-0030 BACKMOE (780 CASE TYPE AND LARGER WITH -- 16.92 ATTACHMENTS) -- 16.92 580-0100 CLAM -- 16.92 580-0120 CRANE -- 16.92 580-0130 DITCHING MACHINE -- 16.92 560-0150 DOZER (ALL CAT* TYPE 0-3 AND LARGER) -_ 16.92 560-0160 DRAGLINE 16.92 580-0190 FRONT-END LOADER (2YDS. AND OVER) -_ 16.92 SBO-0210 MECHANIC -_ 16.92 5B0-0220 MECHANIC NELDEk -_ 16.92 560-0240 M070R GRAVER -_ 16.92 5BC-0310 SCREED -- 16.92 5P0-0330 SHOVEL (3 YDS. AND UNDER( 16.92 5eo-0350 SIDE BOOM (ALL CAT . TYPE D-3 AND LARGER) GROUP 2 580-0020 BACK:IOE (bSO CASE TYPE AND SMALLER WITH -- 16.425 ATTACHMENTS) -- 16.425 580-0050 BENDING MACHINE -- 16.425 5Bo-0060 BUUM TRUCK (STA7IUNARY) -- 16.425 580-0070 BORING MACHINE -_ 16.425 580-0090 COMPACTORS -- 16.425 5PO-0140 DOZER (ANY TYPE SMALLER THAN CAT D-3) -- 16.425 560-0170 DRILLS (LER01 TYPE ) -- 16.42-. 580-0180 FRONT-END LOADER (UNDER 2 YD.) 16.425 580-0200 GIN TRUCK 16.425 580-0230 MECHANICAL GREASER (LARGE GREASE TRUCK) CITY OF RENTON WATER MAIN REPLACEMENT MISCELLANEOUS LOCATIONS PAGE 47 HWY-R32320-AA PREVAILING MINIMUM HOURLY WAGE RATES MAY 24 , 1984 :CUPATION: POWER EQUIPMENT OPERATORS (SEWER 6 WATER CONSTRUCTION) LUCATIUN: UKAN06AN COUNTY (THAT PORTION WHICH LIES WEST OF THE 120TH MERIDIAN). WAGE RATES OCCUPATION OCCUPATION STATE FEDERAL CODE DESCRIPTION RATE RATE GROUP 2 580-0270 PAVING MACHINES 580-0280 PUT FIREMAN (ENGINE OPERATED ABOVE 3 BBL. ) -- 16.425 580-0300 ROLLERS 16.425 $80-0320 SERVICE PLUI+ -' 16.425 "o-0340 SIDE BOOM (ANY TYPE SMALLER THAN CAT U-3) 16.425 580-0360 TRACTAIR -- 16.425 500-0380 WELL POINT SYSTEM GROUP 3 580-0010 AIR COMPRESSOR -- 14.46 580-0080 CHAIN TYPE DITCHER (DITCH WITCH) -- 14.46 580-0110 CONCRETE SAW -- 14.46 580-0260 OIL-GREASER -- 14.46 580-OZ50 OILER 14.46 580-OZ90 PUMP 14.46 580-0370 WELDING MACHINE CITY OF RENTON WATER MAIN REPLACEMENT MISCELLANEOUS LOCATIONS PAGE 48 SPECIAL PROVISIONS CITY OF FENTON APWA STANDARD SPECIFICATIONS THE STANDARD SPECIFICATIONS FOR MUNICIPAL PUBLIC WORKS CONSTRUCTION PREPARED BY THE WASHINGTON STATE CHAPTER OF THE AMERICAN PUBLIC WORKS ASSOCIATION, 1981 EDITION, SHALL BE HEREINAFTER REFERRED TO AS THE "STANDARD SPECIFICATIONS" AND SAID SPECIFICATIONS TOGETHER WITH THE LAWS OF THE STATE OF WASHINGTON AND THE ORDINANCES AND CHARTER OF THE CITY OF RENTON, SO FAR AS APPLICABLE, ARE HEREBY INCLUDED IN THESE SPECIFICATIONS AS THOUGH QUOTED IN THEIR ENTIRETY AND SHALL APPLY EXCEPT AS AMENDED OR SUPERSEDED BY THE SPECIAL AND TECHNICAL PROVISIONS HEREIN. A COPY OF THESE STANDARDS SPECIFICATIONS IS ON FILE IN THE OFFICE OF THE PUBLIC WORKS DIRECTOR, MUNICIPAL BUILDING, RENTON, WASHINGTON 98055, WHERE THEY MAY BE EXAMINED AND CONSULTED BY ANY INTERESTED PARTY. WHEREVER REFERENCE IS MADE IN THE STANDARD SPECIFICATIONS TO THE OWNER, SUCH REFERENCE SHALL BE CONSTRUED TO MEAN THE CITY OF RENTON, AND WHERE REFERENCE IS MADE TO THE ENGINEER, SUCH REFERENCE SHALL BE CONSTRUED TO MEAN THE DIRECTOR OF PUBLIC WORKS, CITY OF RENTON, OR HIS DULY AUTHORIZED REPRESENTATIVE. NOTE: THE SPECIAL AND TECHNICAL PROVISIONS HEREINAFTER CONTAINED SHALL BE IN ADDITION TO OR SHALL SUPERSEDE PROVISIONS OF THE STANDARD SPECIFICATIONS IN CONFLICT HEREWITH. HEADINGS HEADINGS 10 PARTS, SECTIONS, FORMS, ARTICLES, AND SUBARTICL.ES ARE INSERTED FOR CONVENIENCE OR REFERENCE ONLY AND SHALL NOT AFFECT THE INTERPRETATION OF THE CONTRACT DOCUMENTS. SPECIAL AND TECHNICAL PROVISIONS STRUCTURE THE SPECIFICATIONS NOTED HEREIN ARE IN ADDITION TO, OR IN LIEU OF, DIVISION I, I1, III AND IV OF THE STANDARD SPi:C1FICATIONS. WHERE SECTIONS ARE MARKED "REPLACEMENT SECTION" OR "PARTIAL REPLACEMENT SECTION," THE SPECIFICATIONS HEREIN ARE TO REPLACE, OR PARTIALLY REPLACE, THE STANDARD SPECIFICATIONS NOTED. WHERE SECTIONS ARE MARKED, "AOD111ONAL SECTION," THE SPECIFICATIONS HEREIN ARE TO BE AN ADDITION TO THE STANDARD SPECIFICATIONS NOTED, WHERE SECTIONS ARE MARKED "SUPPLEMENTAL SECTION," THE SPECIFICATIONS HEREIN ARE TO BE A SUPPLEMENT TO THE STANDARD SPECIFICATIONS. Revised 3/84 SPECIAL PROVISIONS INDEX SECTION PACE SECTION 1 SP 1 SPECIAL PROVISIONS SP 1 STANDARD SPECIFICATIONS SP 1 ACT OF GOD SP 2 SHOP DRAWINGS SP 2 OR EQUAL SP 2 SP 2 APPROVAL SECTION 2 SP 2 PUBLIC OPENINGS OF BIOS SP 2 SECTION 3 SP 2 CONSIDERATION OF BIDS SP 2 SECTION 4 SP 2 PROCEDURE AND PROTEST BY THE CONTRACTOR SP 2 USE OF MATERIALS FOUND ON THE PROJECT SP 3 WASTE SITES SP 4 HOURS OF WORK SP 4 CONTRACTOR'S COPIES OF CONTRACT DOCUMENTS SP 4 SECTION 5 SP 4 SP 4 SUBMITTALS CONSTRUCTION STAKING SP 5 FINAL ACCEPTANCE SP 6 METHOD OF SERVICE OF NOTICE SP 6 ERRORS AND OMISSIONS SP 6 SECTION 7 SP 6 SANITATION SP 6 SP 6 LOAD LIMITS EMPLOYMENT OF STATE RESIDENTS SP 7 SP 7 WAGES SUBCONTRACTING SP 9 RECORDS AND REPORTS SP 9 CONTRACTOR'S RESPONSIBILITY FOR WORK SP 10 RESPONSIBILITY FOR DAMAGE SP 11 PROTECTION AND RESTORATION OF PROPERTY SP 11 RESTORATION OF STRUCTURES AND SURFACES SP 11 UTILITIES AND SIMILAR FACILITIES SP 13 Revised 3/84 PUBLIC LIABILITY AND PROPERTY DAMAGE SP 13 GENERAL SAFETY REQUIREMENTS SP 13 FLAGMEN, BARRICAOEi, AND SIGNS SP 14 DUST CONTROL SP 15 RIGHTS OF WAY SP 15 EMPLOYMENT OPENINGS SP 15 SECTION 8 SP 15 PROGRESS SCHEDULE SP 15 PRE-CONSTRUCTION CONFERENCE SP 16 NOTICE TO PROCEED SP 16 TIME OF COMPLETION SP 16 LIQUIDATED DAMAGES SP 17 OVERTIME WORK BY OWNER EMPLOYEES SP 17 CONTRACTOR'S PLANT AND EQUIPMENT SP 17 ATTENTION TO WORK SP 18 SECTION 9 SP 18 MEASUREMENT OF QUANTITIES SP 18 SCOPE OF PAYMENT SP 19 OWNER'S RIGHT TO WITHHOLD CERTAIN AMOUNTS SP 19 Revised 3/84 SECTION 1 1-1.39A SPECIAL PROVISIONS (ADDITIONAL SECTION) ALL PROVISIONS OF THE APWA STANDARD SPECIFICATIONS RELATING TO AND PROVIDING FOR THE METHOD OF MEASUREMENT AND PAYMENT FOR WORK PERFORMED ARE DELETED AND VOID. THE MEASUREMENT AND PAYMENT SECTION SET FORTH IN THESE DOCUMENTS SHALL BE THE BASIS FOR PAYMENT OF ALL WORK PERFORMED UNDER THIS CONTRACT. 1-1.39B STANDARD SPECIFICATIONS (ADDITIONAL SECTION) OTHER CERTAIN REFERENCED STANDARDS, AS USED IN THIS SPECIFICATION, ARE FROM THE LATEST EDITIONS OF: AWWA AMERICAN WATERWORKS ASSOCIATION ANSI AMERICAN NATIONAL STANDARDS ASA AMERICAN STANDARDS ASSOCIATION ASTM AMERICAN SOCIETY FOR TESTING AND MATERIALS 1-1.50 ACT OF GOD (REPLACEMENT SECTION) "ACT OF GOD" MEANS AN EARTHQUAKE, FLOOD, CYCLONE, OR OTHER CATACLYSMIC PHENOMENON OF NATURE. A RAIN, WINDSTORM, HIGH WATER OR OTHER NATURAL PHENOMENON OF UNUSUAL INTENSITY FOR THE SPECIFIC LOCALITY OF THE WORK, WHICH MIGHT REASONABLY HAVE BEEN ANTICIPATED FROM HISTORICAL RECORDS OF THE GENERAL LOCALITY OF THE WORK, SHALL NOT BE CONSTRUED AS AN ACT OF GOD. 1-1.51 !z"OP DRAWINGS (REPLACEMENT SECTION) THE TERM "SHOP DRAWINGS" SHALL REFER TO THE PICTORIAL DESCRIPTION OF THE DETAILS OF PROPOSED MAIERIALS, EQUIPMENT, METHODS OF INSTALLATION, OR OTHER CONS"RUCTION PREPARED BY THE CONTRACTOR, A SUBCONTRACTOR, OR A MANUFACTURER AND SUBM111ED FOR THE APPROVAL OF THE OWNER. 1=1.52 OR E. AL REPLACEMENT SECTION) WHERE THE TERM "OR EQUAL" IS USED HEREIN, THE OWNER, OR THE OWNER ON RECOMMENDATION OF THE ENGINEER, SHALL BE THE SOLE GE OF THE QUALITY ANO SUITABILITY OF THE PROPOSED SUBSTITUTION. SP 1 Revised 3/84 1-1.53 APPROVAL (REPLACEMENT SECTION) THE TERM "APPROVAL" OR "APPRJVED" SMALL PLAN APPROVAL GIVEN BY OR GIVEN PROPERLY ON THE BEHALF OF THE OWNER. SECTION 2: BID PROCEDURES AND CONDITIONS 2 1 12 PUBLIC OPENINGS OF BIDS (REPLACEMENT SECTION SEALED BIDS WILL BE RECEIVED BY THE CITY OF RENTON, WASHINGTON. BY FILING WITH THE CITY CLERK, MUNICIPAL BUILDING, RENTON, WASHINGTON, AS PER CALL FOR BIDS AND WILL BE OPENED AND PUBLICLY READ ALOUD. SECTION 3 3-1.01 CONSIDERATION OF BIDS (ADDITIONAL SECTION? AWARDING OF CONTRACT WILL BE BASED ON TOTAL SLIM OF ALL SCHE!)ULES OF PRICES. NO PARTIAL BIDS WY L SE ACCEPTED. SECTION 4 4-1.05 PROCEDURE AND PROTEST BY THE CONTRACTOR (REPLACEMENT SECTION) ANY QUESTIONS ARISING BETWEEN THE INSPECTOR AND THE CONTRACTOR OR HIS SUPERINTENDENT OR FOREMAN AS TO THE MEANING AND INTENT OF ANY PART OF THE PLANS AND SPECIFICATIONS OR ANY CONTRACT DOCUMENT, SHALL BE IMMEDIATELY BROUGHT TO THE ATTENTION OF THE PUBLIC WORKS 01RECTOR OR HIS REPRESENTATIVES FOR INI`4P 'ETATION AND ADJUSTMENT, IF 'WARRANTED. FAILURE -A THE PART OF THE PUBLIC WORKS DIRECTOR OR HIS REPRESENTATIVE TO DISCOVER AND CONDEMN OR REJECT IMPROPER, DEFECTIVE OR INFERIOR WORK OR MATERIALS, SHALL NOT BE CONSTRUED AS AN ACCEPTANCE OF ANY SUCH WORK OR MATERIALS, OR THE PART OF THE IMPROVEMENT IN WHICH THE SAME WAY HAVE BEEN USED. TO PREVENT DISPUTES AND LITIGATION, IT IS FURTHER AGREED BY THE PARTIES HERETO THAT THE PUBLIC WORKS DIRECTOR OR HIS REPRESENTATIVE SHALL DETERMINE THE QUANTIT ' AND QUPlITY OF THE SEVERAL KINDS OF WORK EMBRACED IN THESE IMPROVEMiLNTS. HE 'HALL DECIDE All QUESTIONS RELATIVE TO THE EXECUTION OF THE WORK AND THE INTERPRETATION OF THE PLANS AND SPECIFICATIONS. SP 2 Revised 3/84 IN THE EVENT THE CONTRACTOR IS OF THE OPINION HE WILL BE DAMAGED BY SUCH INTERPRETATION, HE SHALL, WITHIN 3 DAYS, NOTIFY THE ENGINEER AND THE CITY CLERK IN WRITING OF THE ANTICIPATED NATURE AND AMOUNT OF THE DAMAGE OR DAMAGES. TIME IS OF THE ESSENCE IN THE GIVING OF SUCH NOTICE. IN THE EVENT AN AGREEMENT CANNOT THEN BE REACHED WITHIN 3 DAYS, THE CITY AND THE CONTRACTOR WILL EACH APPOINT AN ARBITRATOR AND THE TWO SHALL SELECT A THIRD WITHIN 30 DAYS THEREAFTER. THE FINDINGS AND DECISION OF THE BOARD OF ARBITRATORS SHALL BE FINAL AND BINDING ON THE PARTIES, UNLESS THE AGGRIEVED PARTY, WITHIN 10 DAYS, CHALLENGES THE FINDINGS AND DECISION BY SERVING AND FILING A PETITION FOR REVIEW BY THE SUPERIOR COURT OF KING COUNTY, WASHINGTON. THE GROUNDS FOR THE PETITION FOR REVIEW ARE LIMITED TO SHOWING THAT THE FINDINGS AND OECISIOh. 1. ARE NOT RESPONSIVE TO THE QUESTIONS SUBMITTED; 2. IS CONTRARY TO THE TERMS OF THE CONTRACT OR ANY COMPONENT THEREOF; 3. IS ARBITRARY AND/OR IS NOT BASED UPON THE APPLICABLE FACTS AND THE LAW CONTROLLING THE ISSUES SUBMITTED TO ARBITRATION. THE BOARD OF ARBITRATORS SHALL SUPPORT ITS DECISION BY SETTING FORTH iN WRITING THEIR FINDINGS AND CONCLUSIONS BASED ON THE EVIDENCE ADDUCED AT ANY SUCH HEARING. THE ARBITRATION SHALL BE CONDUCTED IN ACCORDANCE WITH THE STATUTES OF THE STATE OF WASHINGTON AND COURT DECIzIONS GOVERNING SUCH PROCEDURE. THE COSTS OF SUCH ARBITRATION SHALL BE BORNE EQUALLY BY THE CITY AND THE CONTRACTOR UNLESS IT IS THE BOARD'S MAJORITY OPINION THAT THE CONTRACTOR'S FILING OF THE PROTEST OR ACTION IS CAPRICIOUS OR WITHOUT REASONABLE FOUNDATION. IN THE LATTER CASE, ALL COSTS SHALL BE BORNE BY THE CONTRACTOR. THE VENUE OF ANY SUIT SHALL BE IN KING COUNTY, WASHINGTON, AND IF THE CONTRACTOR IS A NON-RESIDENT OF THE STATE OF WASHINGTON, HE SHALL DESIGNATE AN AGENT, UPON WHOM PROCESS MAY BE SERVED, BEFORE COMMENCING WORK UNDER THIS CONTRACT. 4-1.10 USE OF MATERIALS FOUND ON THE PROJECT (REPLACEMEAT SEC_*ION) ALL SALVAGE MATERIAL ,AS NOTED ON THE PLANS AND TAKEN FROM ANY OF THE DISCARDED FACILITIES SHALL, AT THE ENGINEER'S DISCRETION, BE CAREFULLY SALAVAGED AND DELIVERED TO THE CITY SHOPS. ALL SALVAGED WATER MAINS, FIRE HYDRANTS, VALVES AND APPURTENANCES, CATCH BASINS, AND STORM AND SANITARY MANHOLE COVERS SHALL BE SALVAGED AND DELIVERED TO THE CITY SHOPS. ANY COST INCURRED IN .ALVAGING AND DELIVERING SUCH ITEMS SHALL BE CONSIDERED INCIDENTAL TO THE PROJECT AND NO COMPENSATION WILL BE MADE. SP 3 Revised 3/84 4-1.12 WASTE SITES CADDITIONAL SECTION) ALL MATERIALS DESIGNATED BY THE ENGINEER TO BE WASTED SHALL BE HAULED, DUMPED, AND SPREAD AT THE LOCATIONS SELECTED BY THE CONTRACTOR. THE CONTRACTOR SHALL HAVE THE RESPONSIBILITY OF OBTAINING HIS OWN WASTE SITE. ALL WORK INCLUDED IN THIS SECTION SHALL BE CONSIDERED TO BE INCIDENTAL TO OTHER ITEMS OF WORK AND NO FURTHER COMPENSATION WILL BE MADE. THE ROUTE TAKEN TO THE WASTE SITE SHALL BE MAINTAINED SOLELY BY THE CONTRACTOR IN A MANNER AS DESCRIBED BELOW: THE CONTRACTOR SHALL BE PREPARED TO USE WATER TRUCKS, POWER SWEEPER-', AND RELATED EQUIPMENT AS DEEMED NECESSARY BY THE CITY PUBLIC WORKS DIRECTOR TO ALLEVIATE THE PROBLEM OF LOST SPOILS ALONG THE ROUTE. PROMPT RESTORATION OF THE ROUTE IS MANDATORY. 4-1.13 HOURS OF WORK _(REPLACEMENT SECTION) THE WORKING HOURS FOR THIS PROJECT WILL BE LIMITED TO WEEKDAYS DURING THE PERIOD FROM 6:00 A.M. TO 5:00 P.M. THE HOURS OF WORK MAY BE CHANGED AT THE DISCRETION OF THE ENGINEER WHEN IT IS IN THE INTEREST OF THE PUBLIC OR THE CONTRACTOR DUE TO REASONS OF SAFETY, HEALTH, OR WELFARE. 4-1.14 CONTRACTOR'S COPIES OF CONTRACT 'IOGIMENTS THE CONTRACTOR WILL BE SUPPLIED BY THE OWNER WITF 5 SETS OF PLANS AND SPECIFICATIONS. AT LEAST ONE COMPLETE SET OF CONTRACT DOCUMENTS, INCLUDING ONE FULL SIZE SET OF DRAWINGS, SHALL BE KEPT AT THE SITE OF CONSTRUCTION IN GOOD CONDITION AND AT ALL TIMES AVAILABLE TO THE OWNER AND THE ENGINEER. ADDITIONAL COPIES OF THE CONTRACT DOCUMENTS, IF REQUIRED, WILL BE FURNISHED BY THE OWNER AT NET COST OF REPRODUCTION. SECTION 5 5�1.03 SUBMITTALS (REPLACEMENT SECTION, THE CONTRACTOR SHALL FURNISH ALL. DRAWINGS, SPECIFICATIONS, DESCRIPTIVE DATA, CERTIFICATES, SAMPLES, TESTS, METHOD, SCHEDULES, AND MANUFACTURER'S INSTRUCTIONS AS REQUIRED 10 DEMONSTRATE FULLY THAT THE MATERIALS AND EQUIPMENT TO BE FURNISHED AND THE METHOD OF WORK COMPLY WITH THE PROVISIONS AND INTENT OF THE SPECIFICATIONS AND DRAWINGS. IF THE INFORMATION SHOWS ANY DEVIATION FROM THE CONTRACT REQUIREMENTS, THE CONTRACTOR SHALL, BY A STATEMENT IN WRITINf ACCOMPANYING THE INFORMATION, ADVISE THE ENGINEER OF fHE DEVIATION AND STATE THE REASONS THEREFORE. SP 4 Revised 3/84 5-1.05 CONSTRUCTION STAKING (REPLACEMENT SECTION) THE ENGINEER SHALL HAVE THE RIGHT TO MAKE REASONABLE CHANGES IN THE GRADES AS THEY ARE SHOWN ON THE DRAWINGS. GRADES WILL BE ESTABLISHED IN THE FORM OF OFFSET STAKES AT DISTANCES NOT GREATER THAN 50 FEET, SET IN ADVANCE OF THE WORK. WHENEVER WORK 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 GRADE STAKES 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 SHALL BE USED FOR ALL LINES SET ON A GRADE OF 0.50 PERCENT OR LESS, AT LEAST THREE BATTER BOARDS SHALL REMAIN IN PLACE DURING PIPE LAYING OPERATIONS. IF, THROUGH THE CONTRACTOR'S NEGLIGENCE, ANY STAKES SHALL BE DESTROYED AND REQUIRE RESETTING, A SUM SHALL BE DFDUCIED FROM THE CONTRACTOR'S FINAL PAYMENT EQUIVALENT TO THE EXTRA COST IN ENGINEERING REQUIRED FOR SUCH REPLACEMENT. -HE LASER METHOD OF ES'ABLISHING GRADE MAY BE USED PROVIDING: 1. REQUESTS FOR USE, EQUIPMENT, AND METHOD OF OPERATION ARE SUBMITTED FOR CITY REVIEW AND APPROVAL AT LEAST FIVE DAYS PRIOR TO USE. 2. GRADES ARE CHECKED AT LEAST ONCE EVERY 50 FEET AND AT LEAST 3 TIMES DAILY BY CONVENTIONAL METHODS. 3. PROPER ANCHORING OF PIPE 15 PLRFORMED IN LOCATIONS WHERE A BOX IS BEING USED FOR EXCAVATION. THE CONTRACTOR SHALL ARRANGE HIS WORK TO ALLOW A REASONABLE TIME FOR THE SETTING OF STAKES FOR THE NEXT PHASE OF HIS OPERATION TO PREVENT WORK DELAYS WHILE WAITING FOR CONSTRUCTION GUIDES. THE CONTRACTOR SHALL ASSUME FULL. 'RESPONSIBILITY FOR DETAILED DIMENSIONS AND TRANSFERRING ELEVATIONS OR MEASUREMENTS 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 SHALL N01 BE THE BASIS FOR CLAIMS FOR ADDITIONAL COMPENSATION OR CONSTRUCTION TIME. ALL COSTS FOR THE CONTRACTOR'S SURVEYING SHALL BE CONSIDERED INCIDENTAL TO OTHER 81D ITEMS IN THE PROPOSAL, AND NO FURTHER COMPENSATION WILL BE MADE, UNLESS A 810 ITEM FOR SURVEYING I5 SPECIFICALLY LISTED IN THE SCHEDULE OF PRICES. SP 5 Revised 3/84 5 1 12 FINAL ACCEPTANCE (REPLACEMENT SECTION) THE CONTRACTOR SHAD_ NOTIFY THE ENGINEER IN WRITING OF THE COMPLETION OF THE WORK WHEREUPON THE ENGINEER WILL PROMPTLY, BY PERSONAL INSPECTION, SATISFY HIMSELF AS TO THE ACTUAL COMPLETION OF THE WORK IN ACCORDANCE WITH THE TERMS OF THE CONTRACT, AND SHALL THEREUPON RECOMMEND TO THE OWNER THAT THE WORK IS ACCEPTABLE. FINAL DETERMINATION OF THE ACCEPTABILITY OF THE WORK SHALL BE MADE BY THE OWNER. 5-1.15 METHOD OF SERVICE OF NOTICE (REPLACEMENT SECTION) WRITTLN NOTICE SHALL BE DEEMED TO HAVE BEEN DULY SERVED IF DELIVERED IN PERSON TO THE INDIVIDUAL, OR TO A PARTNER OF THE FIRM, OR TO AN OFFICER OF THE CORPORATION OR OWNER OR TO AN EXECUTIVE OFFICIAL IF THE OWNER IS A GOVERNMENTAL BODY, OR IF SENT BY REGISTERED UNITED STATES MAIL TO THE BUSINESS ADDRESS SHOWN IN THE CONTRACT DOCUMENTS. t-1.17 EPRORS AND OMISSIONS (REPLACEMENT SECTION) IF THE CONTRACTOR, IN THE COURSE OF HIS WORK, BECOMES AWARE OF ANY ERRORS OR OMISSIONS IN T4E CONTRACT DOCUMENTS OR IN THE LAYOUT AS GIVEN BY SURVEY POINTS AF'D INSTRUCTIONS, OR IF HE BECOMES AWARE OF ANY DISCREPANCY BETWEEN THE CONTRACT DOCUMENTS AND THE PHYSICAL CONDITIONS OF THE LOCALITY, HE SHALL IMMEDIATELY INFORM THE ENGINEER. THE ENGINEER, IF HE DEEMS IT NECESSARY, SHALL RECTIFY THE MATTER AND ADVISE THE CONTRACTOR ACCORDINGLY. ANY WORK DONE AFTER SUCH DISCOVERY, UNTIL AUTHORIZED, WILL BE DONE AT THE CONIRP.CTOR'S RISK. SF.CTIOI, 7 7-1.0t SANITATION tADDLTIONAL SECTION ALL EXPENSES INCURRED IN SUPPLYING ACCESS, PARKING, AND SANITATION FACILITIES SHALL BE CONSIDERED 1NC1DENIIAL TO THE PROJECT AND NO COMPLNSATION SHALL BE MADE. 7 1 07 LOAD LIMITS (REPLACEMENT SECTION) ALL MOTOR VEHICLES OF THE CONTRACTOR, SUBCONTRACTORS, AND SUPPLIERS SHALL STRICTLY ADHERE TO CH. 46.44 OF THE MOTOR VEHICLE LAWS OF THE STATE OF WASHINGTON (1967 EDITION AND AMENDMENTS THEREOF) IN REGARD 10 SIZE, WEIGHT, AND LOADS OF MOTOR VEHICLES. PAYMENT WILL NOT BE MADE FOR ANY MATERIAL THAT IS DELIVERED IN EXCESS OF THE LEGAL WEIGHT FOR WHICH THE VEHICLE IS LICENSED. SP 6 Revised 3/84 ANY VIOLATION OF THESE REGULATIONS SHALL BE REPORTED TO THE AFFECTED LAW ENFORCEMENT AGENT. THE CONTRACTOR IS TO FURNISH TO THE PUBLIC WORKS DIRECTOR A LISTING OF ALL HAUL VEHICLES USED ON THIS PROJECT, LISTING THE VEHICLE NUMBER, LICENSE NUMBER, TARE WEIGHT, AND LICENSED LOAD LIMITS. 7-1.08 EMPLOYMENT OF STATE RESIDENTS (REPLACEMENT SECTION) THE SECTION ON EMPLOYMENT OF STATE RESIDENTS IS DELETED IN ITS ENTIRETY. 7-1.09 WAGES (REPLACEMENT SECTION) THIS CONTRACT IS SUBJECT TO CHAPTER 39.12 RCW, AND AMENDMENTS AND ADDITIONS THERETO RELATING TO MINIMUM WAGES. ON FEDERAL AID PROJECTS, FEDERAL WAGE LAWS AND REGULATIONS ARE ALSO APPLICABLE. HOURLY MINIMUM RATES OF WAGES AND FRINGE BENEFITS ARE SHOWN IN THE CONTRACT . WHEN FEDERAL WAGE RATES AND FRINGE BENEFITS ARE LISTED, THEY ARE IN ACCORDANCE WITH THE UNITED STATES DEPARTMENT OF LABOR DECISION NUMBER WA 83-511D. THE CONTRACTOR, ANY SUBCONTRACTOR, OR OTHER PERSON DOING THE WORK OR ANY PART OF IT SHALL NOT PAY ANY WORKMEN, LABORERS, OR MECHANICS LESS THAN THE REQUIRED HOURLY MINIMUM RATES or WAGES SHOWN IN THE CONTRACT. WAGES IN EXCESS OF SUCH HOURLY RATES MAY BE PAID. IN ADDITION TO THE WAGE RATE DESIGNATED, THE EMPLOYEER SHALL CONTRIBUTE FOR EACH COMPENSABLE HOUR THE FRINGE BENEFITS LISTED. IT IS SPECIFICALLY UNDERSTOOD AND AGREED THAT THE WAGE RATES AND FRINGE BENEFITS FOR THIS CONTRACT ARE SUBJECT TO CHANGES, THAT THE BIDDER ACCEPTS FULL RESPONSIBILITY AND ASSUMES 1HE RISK OF ANY INCREASED LABOR COST BY REASON OF PAYING HIGHER RATES THAN THOSE SHOWN IN THE CONTRACT. THE CITY DOES NO1 WARRANT OR REPRESENT THAT LABOR CAN BE PROCURED FOR THE MINIMUM RATES SET FORTH OR AS CHANGED. IT IS THE CONTRACTOR'S RESPONSIBILITY TO ASCERTAIN THE WAGES ABOVE SUCH MINIMUM AS HE WILL HAVE TO PAY. THE CONTRACTOR SHALL POST, IN A LOCATION ACCEPTABLE TO THE CITY AND INDUSTRIES, A COPY OF THE APPROVED "STATEMENT OF INTENT TO PAY PREVAILING WAGE," A COPY OF THE PREVAILING WAGE RATES FOR THE PROJECT UPON WHICH THE CONTRACTOR HAS INDICATED THE APPROXIMATE NUMBER OF WORKERS IN EACH CLASSIFICATION; AND THE ADDRESS AND TELEPHONE NUMBER OF THE INDUSTRIAL STATISTICIAN OF THE DEPARTMENT OF LABOR AND INDUSTRIES WHERE A COMPLAINT OR INQUIRY CONCERNING PREVAILING WAGES MAY BE MADE. ON PROJECTS GOVERNED BY WAGE RATES OE.ERMLJEO BY THE STATE OF WASHINGTON 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 HIGHER OF THE TWO. SP 7 Revised 3/84 IF THE CONTRACTOR MAKES USE OF APPRENTICES ON PROJECTS GOVERNED BY WAGE RATES DETERMINED BY THE STATE DEPARTMENT OF LABOR AND INDUSTRIES, HE SHALL PRESENT TO THE ENGINEER WRITTEN EVIDENCE OF REGISTRATION OF SUCH EMPLOYEES IN A PROGRAM APPROVED BY THE STATE APPRENTICESHIP COUNCIL AND THE PERIOD OF PROGRESSION FOR EACH SUCH APPRENTICE EMPLOYEE. IF THE CONTRACTOR MAKES USE OF APPRENTICES ON PROJECTS GOVERNED BY WAGE RATES DETERMINED BY THE U.S. SECRETARY OF LABOR, HE SHALL PRESENT TO THE ENGINEER WRITTEN EVIDENCE OF REGISTRATION OF SUCH EMPLOYEES IN A PROGRAM OF A STATE APPRENTICESHIP AND TRAINING AGENCY APPROVED AND RECOGNIZED BY THE U.S. BUREAU OF APPRENTICESHIP AND TRAINING. IN THE ABSENCE OF SUCH A STATE AGENCY, THE CONTRACTOR SHALL SUBMIT EVIDENCE OF APPROVAL AND REGISTRATION BY THE U.S. BUREAU OF APPRENTICESHIP AND TRAINING. THE CONTRACTOR SHALL SUBMIT TO THE ENGINEER WRITTEN EVIDENCE OF THE ESTABLISHED APPRENTICE JOURNEYMAN RATIOS AND WAGE RATES IN THE PROJECT AREA, WHICH WILL BE THE BASIS FOR ESTABLISHING SUCH RATIOS AND RATES FOR THE PROJECT UNDER THE APPLICABLE CONTRACT PROVISIONS. IF ANY DISPUTE ARISES AS TO WHAT ARE THE PREVAILING RATES OF WAGS FOR WORK OF A SIMILAR NATURE TO THAT CONTEMPLATED UNDER THE CONTRACT AND SUCH DISPUTE CANNOT BE ADJUSTED BY THE PARTIES OF INTEREST, INCLUDING LABOR AND MANAGEMENT REPRESENTATIVES, THE K41TER SHALL BE REFERRED TO THE DIRECTOR OF THE DEPARTMENT OF LABOR AND INDUSTRIES OF THE STATE OF WASHINGTON (OR TO THE UNITED STATES SECRETARY OF LABOR WHEN PREVAILING WAGES ESTABLISHED BY THAT OFFICE ARE INVOLVED), AND HIS DECISION THEREIN SHALL BE FINAL, CONCLUSIVE AND BINDING ON ALL PARTIES INVOLVED IN THE DISPUTE. IF THE CONTRACTOR MAV IF A LABOR CLASSIFICATION NOT -ISTED IN THE SPECIAL PROVISION '1R SHALL REQUEST THE DETERMINATION OF THE APPROPRIATE WAGE ,Hc �SIFICATION AND FOR THE AREA IN WHICH WORK IS PERFORMED, FROM THE INUUSTRIAL STATISTICIAN OF THE DEPARTMENT OF LABOR AND INDUSTIRES. ON FEDERAL-AID PROJECTS THE CONTRACTOR AND EACH SUBCONTRACTOR SHALL FURNISH WEEKLY PAYROLL STATEMENTS TO THE ENGINEER. IF WEEKLY STATEMENTS ARE NOT UTILI7ED THE CONTRACTOR SHALL FTJfiNISH A CERTIFICATION. PRIOR TO EACH PROGRESS ESTIMATE PAYMENT. CONFIRMING THAT PREVAILING WAGE RATES HAVE BEEN PAID. 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 JURISDICTIONAL AREA INVOLVED SHALL BE SHOWN IMMEDIATELY FOLLOWING THE OCCUPATION CODE NUMBER, I.E. : 10-0010 YAK.E. THE CDNTRACTOR'S RECORDS PERTAINING TO WAGES PAID AND PAYROLLS SHALL BE OPEN TO INSPECTION OR AUDIT BY REPRESENTATIVES OF THE CITY DURING THE LIFE OF THE CONTRACT AND FOR A PERIOD OF NOT LESS THAN THREE (3) YEARS AFTER THE DATE OF ACCEPTANCE THEREOF, AND THE CONTRACTOR SHALL RETAIN SUCH RECORDS FOR THAT PERIOD. WHERE SUCH RECORDS PERTAINING TO WAGES PAID AND PAYROLLS FOR THE CONTRACT ARE MAINTAINED BY SUBCONTRACTORS OR AGENTS OF )HE CONTRACTOR, THE CONTRACTOR EXPRESSLY 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 CONDITIONS AS THE RECORDS OF THE CONTRACTOR. IF AN AUDIT IS TO BE COMMLNCED MORE THAN SIXTY (60) DAYS AFTER THE ACCEPTANCE DATE OF THE CONTRACT, THE CONTRACTOR WILL BE GIVEN A REASONABLE NOTICE OF THE TIME WHEN SUCH AUDIT IS TO BEGIN. SP 8 Revised 3/84 BEFORE PAYMENT IS MADE BY THE CITY OF ANY SUMS DUE UNDER THIS CONTRACT, THE CITY MUST RECEIVE FROM THE LONTRACTOR AND EACH SUBCONTRACTOR A COPY OF "STATEMENT OF INTENT TO PAY PREVAILING WAGES" (FORM L & 1 NUMBER 700-29 WASHINGTON STATE DEPARTMENT OF LABOR AND INDUSTRIES). UPON COMPLETION OF THIS CONTRACT, THE CITY MUST RECEIVE FROM THE CONTRACTOR AND EACH SUBCONTRACTOR A COPY OF "AFFIDAVIT OF WAGES PAID" (FORM L & I NUMBER 700-7 STATE DEPARTMENT OF LABOR AND INDUSTRIES) CERTIFYING THAT ALL PREVAILING WAGE REQUIREMENTS HAVE BEEN SATISFIED. IN ADDITION, THE CITY MUST RECE VE FROM THE PRIM CONTRACTOR A COPY OF "RELEASE FOR THE PROTECTION OF PROPERTY OWNERS AND GENERAL CONTRACTOR" (FORM L & I NUMBER 206083 THE STATE DEPARTMENT OF LABOR AND INDUSTRIES). THESE AFFIDAVITS WILL BE REQUIRED BEFORE ANY FUNDS RETAINED, ACCORDING TO THE PROVISIONS OF RCW 60.28.010 ARE RELEASED TO THE CONTRACTOR. FORMS MAY BE OBTAINED FROM THE DEPARTMENT OF LABOR AND INDUSTRIES. A FEE OF. 12.00 PER EACH "STATEMENT OF INTENT TO PAY PREVAILING WAGES" AND "AFFIDAVIT OF WAGES PAID" IS REQUIRED TO ACCOMPANY EACH FORM SUBMITTED TO _THE DEPARTMENT OF LABOR AND INDUSTRIES. THE CONTRACTOR IS CONTRACTO RESPONSIBLE FOR PAYMENT OF TFIESE FEES AM10 SHALL MAKE ALL APPLICATIONS DIRECTLY TO THE DEPARTMENT OF LABOR AND INDUSTRIES. THESE FEES SHALL BE INCIDENTAL TO ALL THE BID ITEMS OF THIS CONTRACT. IN ADDITION, THE PRIME CONTRACTOR SHAG SUBMIT TO THE WASHINGTON STATE DEPARTMENT OF LABOR AND INDUSTRIES A "REQUEST FOR RELEASE" FORM PROVIDED BY THE DEPARTMENT OF LABOR AND INDUSTRIES. THESE AFFIDAVITS WILL BE REQUIRED BEFORE ANY FUNDS RETAINED ACCORDING TO THE PROVISION OF RCW 60.28.010 ARc RELEASED TO THE CONTRACTOR. 7-1.1.1I SUBCONTRACTING (ADDITIONAL SECTION) BEFORE PAYMENT OF THE FINAL ESTIMATE, THE CONTRACTOR SHALL SUBMIT AFFIDAVIT OF AMOUNTS PAID TO MINORITY BUSINESS ENTERPRISE AND/OR WOMEN BUSINESS ENTERPRISE PARTICIPANTS ON THE FORM PROVIDED BY THE CITY; CERTIFYING THE AMOUNT PAID TO MINORITY BUSINESS ENTERPRISE AND/OR WOMEN BUSINESS ENTERPRISE PARTICIPANTS. 7-1.11J RECORDS AND REPORTS (REPLACEMENT SECTION) THE CONTRACTOR WILL BE REQUIRED 10 COMPLETE AND SUBMIT THE FOLLOWING DOCUMENTS BEFORE PROGRESS AND/OR FINAL PAYMENTS TO THE CONTRACTOR WILL BE APPROVED BY THE PUBLIC WORKS DIRECTOR: 1. EACH MONTH - DEPARTMENT OF LABOR STANDARD FORM 257 2. EACH JULY - STATE HIGHWAY FORM PR-1391 THE OWNER WILL FURNISH THESE FORMS TO THE PRIM CONTRACTOR DURING THE PRECONSTRUCTION MEETING. SP 9 Revised 3/84 AN EQUAL EMPLOYMENT OPPORTUNITY REPORT CERTIFICATE SHALL BE EXECUTED BY THE. BIDDER eiiH HIS BID PROPOSAL ON THIS PROJECT AND WHICH COMES WITHIN THE PROVISIONS OF THE EQUAL EMPLOYMENT OPPORTUNITY REGULATIONS OF THE SECRETARY OF LABOR AS REVISED MAY 21, 1968. THE FORM OF CERTIFICATE WILL BE FURNISHED TO HE CONTRACTOR WITH THE PROPOSAL, STATING AS TO WHETHER HE, HIS FIRH, ASSOCIATION, CO-PARTNERSHIP, OR CORPORATION HAS PARTICIPATED IN ANY PREVIOUS CONTRACTS OR SUBCONTRACTS SUBJECT TO THE EQUAL OPPORTUNITY CLAUSE AND IF 50, WHETHER OR NOT HE HAS SUBMITTED ALL REPORTS DUE UNDER APPLICABLE FILING REQUIREMENTS. FAILURE ON THE PART OF THE BIDDER TO FURNISH THE REQUIRED CERTIFICATE WILL BE DUE CAUSE FOR REJECTION OF THE BID. 1F A CONTRACTOR TO WHOM AN AWARD IS ABOUT TO BE MADE, EXCEPT FOR LACK OF AN EQUAL. EMPLOYMENT OPPORTUNITY REPORT CERTIFICATE, REFUSES OR FAILS TO PROMPTLY EXECUTE AND FURNISH THE REQUIRED CERTIFICATE WITHIN 10 DAYS AFTER NOTICE BY THE DIRECTOR OF PUBLIC WORKS THAT SAME IS LACKING FROM HIS PROPOSAL. THE PROPOSAL GUARANTEE, IN FORM OF BOND, CHECK, OR CASH WHICH ACCOMPANIED THE BID, WILL BE FORFEITED TO THE CITY. WYENEVER A CONTRACTOR REQUESTS PERMISSION 10 SUBLET A PART OF ANY CONTRACT AND SUCH CONTRACT COMES WITHIN THE PROVISIONS OF THE EQUAL OPPORTUNITY REGULATIONS OF THE SECRETARY OF LABOR, REVISED MA" 21, 1968, HE SHALL 081AIN THIS CERTIFICATION FROM HIS PROPOSED SUBCONTRACTOR AND FORWARD IT TOGETHER WITH SUCH REQUEST. NO SUBCONTRACT WILL BE APPROVED BEFORE RECEIPT v SUCH CERTIFICATION FROM THE SUBCONTRACTOR. FOR THIS PURPOSE, CERTIFICATION FORMS MAY BE OBTAINED FROM THE PROJECT ENGINFER ASSIGNED TO THIS PROJECT. ..1.13 CONTRACTOR'S RESPONSIBILITY FOR WORK (REPLACEMENT SECTTON) THE WORK SHALL BE UNDER Tot CONTRACTOR'S RESPONSIBLE CARE AND CHARGE. THE CONTRACTOR SHALL BEAR ALL LOSS AND DAMAGE WHATSOEVER AND FROM WHATSOEVER CLAUSE, EXCEPT THAT CAUSED SOLELY BY THE ACT OF THE OWNER WHICH MAY OCCUR ON OR TO THE WORK DURING THE FULFILLMENT OF THE CONTRACT, iF ANY SUCH LOSS OR DAMAGE OCCURS, THE CONTRACTOR SHALL IMMEDIATELY MAKE GOOD ANY SUCH LOSS OR DAMAGE, AND IN THE EVENT OF THE CONTRACTOR REFUSING OR NEGLECTING TO DO S0, THE OWNER MAY IiSFLF OR BY THE EMPLOYMENT OF SOME OTHER PERSON MAKE GOOD ANY SUCH LOSS OR DAMAGE, AND THE COST AND EXPENSE OF SO DOING SHALL BE CHARGED TO THE CONTRAC1OR. THE CONTRACTOR ALONE SHALL Al ALL TIMES BE RESPONSIBLE FOR THE SAFETY OF HIS AND H7S SUBCONTRACTOR'S EMPLOYEES, AND FOR HIS AND HIS SUBCONTRACTOR'S PLANT AND EQUIPMENT AND THE METHOD OF PROSECUTING THE WORK. DURING UNFAVORABLE WEATHER AND OTHER CONDITIONS, THE CONTRACTOR SHALL PURSUE 0.4LY SUCH PORTIONS OF THE WORK AS SHALL NOT BE DAMAGED THEREBY. SP 10 Revised 3/84 0 E- E - I NO PORTION OF THE WORK WHOSE SATISFACTORY QUALITY OR EFFICIENCY WILL BE AFFECTED BY UNFAVORABLE CONDITIONS SHALL BE CONSTRUCTED WHILE THESE CONDITIONS EXIST, UNLESS BY SPECIAL MEANS OR PRECAUTIONS ACCEPTABLF. TO THE ENGINEER, THE CONTRACTOR SHALL BE ABLE TO OVERCOME THEM. 7-1.14 RESPONSIBILITY fOR DAMAGE (ADDITIONAL SECTION) THE CONTRACTOR SHALL BE RESPONSIBLE FOR CONTROLLING DUST AND MUD WITHIN THE PROJECT LIMITS AND ON ANY STREET WHICH IS UTILIZED BY HIS EQUIPMENT FOR THE TRUCKS, POWER SWEEP TION OF THE PROJECT . T SWEEPERS, ANDOTHERHE NPIECESS OFTCTOR H EQUIPMENT ALL BE R AS DEEMED WATERINGED 70 USE DEEMED NECESSARY BY THE ENGINEER, TO AVOID CREATING A NUISANCE. DUST AND MUD CONTROL SHALL 3E CONSIDERED AS INCIDENTAL TO THE PROJECT, AND NO COMPENSATION WILL BE MADE FOR THIS `ECT10N. COMPLAINTS OF DUST, MUD, OR UNSAFE PRACTICES AND/DR PROPERTY DAMAGE TO PRIVATE OWNERSHIP WILL BE TRANSMITTED TO THE CONTRACTOR AND PROMPT ACTION IN CORRECTING WILL BE REQUIRED. WRITTEN NOTICE OF CORRECTION OF COMPLAINT ITEMS WILL BE CALLED FOR SHOULD REPETITIVE COMPLAINTS BE RECEIVED BY THE CITY. 7 1 16 PROTECTION AND RESTORATION OF PROPERTY (REPLACEMENT SECTION) THE OWNER WILL OBTAIN ALL EASEMENTS AND FRANCHISES REQUIRED FOR THE PROJECT . THE CONTRACTOR SHALL LIMIT HIS OPERATION TO THE AREAS OBTAINED AND SHALL NOT TRESPASS ON PRIVATE PROPERTY. THE OWNER MAY PROVIDE CERTAIN LANDS, AS INDICATED IN CONNECTION WITH THE WORK UNDER THE CONTRACT TOGETHER WITH THE RIGHT OF ACCESS TO SUCH LANDS. THE CONTRACTOR SHALL NOT UNREASONABLY ENCUMBER THE PREMISES WITH HIS EQUIPMENT OR MATERIALS. THE CONTRACTOR SHALL PROVIDE, WITH NO LIABILITY TO THE OWNER, ANY ADDITIONAL TEND AND ACCESS THER FR MPORARY CONSTRUCTIONFTO FACILITIESNOTOWN OR STORAGE OF MATERIALS.OR DESCRIBED THAT HE�SHALLQ UIRE CONS RUCT ALL ACCESS ROADS, DETOUR ROADS, OR OTHER TEMPORARY WORK AS REQUIRED BY HIS OPERATIONS. THE CONTRACTOR SHALL CONFINE HIS EQUIPMENT , STORAGE OF MATERIAL, AND OPERATION OF HIS WORKERS TO THOSE AREAS SHOWLo AND DESCRIBED AND SUCH ADDITIONAL AREAS AS HE MAY PROVIDE. RESTORATION OF STRUCTURES AND SURFACES A. GENERAL. ALL CONSTRUCTION WORK UNDER THIS CONTRACT ON EASEMENTS, RIGHT-OF-WAY, OVER PRIVATE PROPERTY OR FRANCHISE, SHALL BE CONFINED TO THE LIMITS OF SUCH EASEMENTS, RIGHT-OF-WAY OR FRANCHISE. ALL WORK SHALL BE ACCOMPLISHED SO AS TO CAUSE THE LEAST AMOUNT OF DISTURBANCE AND A MINIMUM AMOUNT OF DAMAGE. THE CONTRACTOR SHALL SCHEDULE HIS WORK SO THAT TRENCHES ACROSS EASEMENTS SHALL NOT BE LEFT OPEN DURING WEEKENDS OR HOLIDAYS AND TRENCHES SHALL NO1 BE OPEN FOR MORE THAN 48 HOURS. SP 11 Revised 3/84 c - B. STRUCTURES. THE CONTRACTOR SMALL. REMOVE SUCH EXISTING STRUCTURES AS MAY BE NECESSARY FOR THEPERFORMANCE OF THEWORK AND, IF REQUIRED, SHALL REBUILD THE STRUCTURES THUS REMOVED IN S GOOD A CONDITION AS FOUND WITH MINIMUM REQIREMENS AS STRRUCTTURESTWHICH MAY HEREIN DAMAGED l'AS A RESULT OF�THE WORK UNDER LL ALSO REPAIR CONTRACT. C. EASEMENTS =CULTIVATED AREAS NO OTHER SURFACE IMPROVEMENTS. ALL CULTIVATEC AREAS- WHICH Af7tICULTURAL OR LAWNS, AND OTHER SURFACE IMPROVEMENTS WHICH ARE DAMAGED BY ACTIONS OF THE CONTRACTOR SHALL BE RESTORED S NEARLY S POSSIBLE TO TEIR ORIGINAL CONDITION. AY, THE SHALL TO ECAVATION ON S RIPXTOP SOIL FROM NTHE STRENCH OR CONSTRUC EMENT OR PRIVTE I ONT AREA WAND STOCKPILER11 IN SUCH A MANNER THAT 1T MAY BE REPLACED BY HIM, UPON COMPLETION OF WITH THES EA THOSURROUNDAINGTTEIRE ROOTS ES D WRAPPED RINSH ALL BE CAREFULLY O BURLAPP AND REPLANTED IN THEIR ORIGINAL POSITIONS WITHIN 48 HOURS. ALL SHRUBBERY OR TREES DESTROYED OR DAMAGED, SHALL BE REPLACED BY THE CONTRACTOR WITH MATERIAL OF EQUAL QUALITY AT NO ADDIT10NAL COST TO THE OWNER. IN THE EVENT THAT IT IS NECESSARY TO TRENCH AFFTTERGTHE TRENCHES SEHAVEHBEENOBACKFIL D. THE LLAWN LY U REPLACEDT AND ROLLED AND SHALL BE AREA SHALL BE CLEANED BY SWEEPING OR OTHER MEANS, OF ALL EARTH AND DEBRIS. THE CONTRACTOR SHALL USE RUBBER WHEEL EQUIPMENT SIMILAR TO THE SMALL TRACTOR-TYPE BACKHOES USED BY SIDE SEWER .ANTRACTORS FOR ALL WORK, INCLUDING EXCAVATION AND BACKFILL, ON EASEMENTS OR RIGHTS-OF-WAY WHICH HAVE LAWN AREAS. ALL FENCES, MARKERS, MAIL BOXES, OR OTHER TEMPORARY OBSTACLES SHALL BE R-MOVED BY THECONTRACTOR AND IMMEDIATELY REPLACED AFTER TRENCH IS BACKFILLEO IN TEIR ORIGINAL POSITION. THE 24 HOURS IN ADVANCE OF ANY WORK TOR LDONE ON EASEMENTS NOTIFY THE ROR RIGHTS AND OWNER OFWA ALL CNSRUCTINFRANCHOESET SHALLO BEW WCONFINED ORK UNDER tT E LIMITHE S COF SUCH T ON E E EASEMENTS, RIGMT1o0E-WAY OR FRANCHISE. ALL WORK SHALL BE ACCOMPLISHED 50 AS TO CAUSE THE LEAST AMOUNT OF DISTURBANCE AND A MINIMUM AMOUNT OF DAMAGE. THE CONTRACTOR SHALL SCHEDULE HIS TRENCHESWOW SO THAI ACROSS BE LEFT OPEN DURING OR HOLIDAYS, A D TRENC ESSHALLANOTT BE LEFT SHALL T LEFTOPENFOR MORE THAN 48 HOURSyEEKENCS DAMAGE TO EXISTING STRUCTURES OUTSIDE OF EASEMENT AREAS THAT MAY RESULT FROM DEWATERING AND/OR OTHER CONSTRUCTION ACTIVITY UNDER THIS CONTRACT SHALL BE RESTORED TO ITS ORIGINAL CONDITION OR BETTER. THE ORIGIN.',L CONDITION SMALL BE ESTABLISHED BY PHOTOGRAPHS TAKEN AND/OR INSPECTION MADE PRIOR CONSTRUCTION. ALL SUCH WORK SHALL BE DONE 10 THE SATISFACTION OF THE PROPERTY OWNERS AND THE OWNER AT THE EXPENSE OF THE CONTRACTOR. LITY OF THE SURFACE OF THE STREQ S (TRAVELLEDSUME WAYS)I USED BY"HIM' S10RA'ION OF IF DAMAGED, IN THE EVENT THE CONTRP TOR DOES NOT HAVE LABOR OR MATERIAL IMMEDIA THE TELY AVAILABLE 70 OWNER AKEWINLCE�AR1REPAIRS,NECESSARY REP AIRS TAND THE COST OF CTOR SMALL O SUCH REPAIRS SMALL 9E PAID BY THE CONTRACTOR. SP 12 Revised 3/B4 7-1.17 UTILITIES AND SIMILAR FACILITIES (ADDITIONAL SECTION)) LOCATION AND DIMENSIONS SHOWN ON THE PLANS FOR EXISTING UNDERGROUND FACILITIES ARE IN ACCORDANCE WITH THE BEST AVAILABLE INFORMATION WITHOUT UNCOVERING AND MEASURING. THE OWNER DOES NOT GUARANTEE THE SIZE AND LOCATION OF EXISTTmG FACILITTES. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO CONTACT ALL PUBLIC AND PRI-ATE COMPANIES HAVING UTILITIES AND/OR FACILITIES IN THE VICINITY OF TK- CONSTRUCTION AREA. THE CONTRACTOR IS WARNED THAT CITY OF RENTON WATER, STORM DRAINAGE, SANITARY SEWERS, STREET LIGHTS, AND TRAFFIC CONTROL UNDERGROUND UTILITIES ARE NOT A PART OF THE "ONL CALL" SYSTEM AND MUST BE CONTACTED SEPARATELY AS PRESENTED IN THE TECHNICAL SPECIFICATIONS. IF, IN THE PROSECUTION OF THE WORK, IT BECOMES NECESSARY TO INTERRUPT EXISTING SURFACE DRAINAGE, SEWERS, UNDERORAINS, CONDUIT, UTILITIES, SIMILAR UNDERGROUND STRUCTURES, OR PARTS THEREOF, THE CONTRACTOR SHALL BE RESPONSIBLE FOR, AND SHALL TAKE ALL NECESSARY PRECAUTIONS TO PROTECT AND PROVIDE TEMPORARY SERVICES FOR SAME. THE CONTRACTOR SHALL, AT HIS OWN EXPENSE, REPAIR ALL DAMAGE TO SUCH FACILITIES OR STRUCTURES DUE TO THIS CONSTRUCTION OPERATION TO THE SATISFACTION OF THE CITY; EXCEPT FOR CITY OWNED FACIL"TIES WHICH WILL BE REPAIRED BY THE UTILITY DEPARTMENT AT CONTRACTOR'S (PENSE, OR BY THE CONTRACTOR AS DIRECTED BY THE CITY. 7-1.18 PUBLIC LIABILITY AND PROPERTY DAMAGE (REPLACEMENT SECTION) THE MINIMUM POLICY LIMITS OF SUCH INSURANCE SHALL 8E AS FOLLOWS: THE AMOUNT OF COVERAGE SHALL BE NOT LESS THAN A SINGLE LIMIT OF $500,00G FOR BODILY INJURY INCLUDING DEATH AND PROPERTY DAMAGE PER OCCURENCE. IN ADDITION, AN UMBRELLA INSURANCE COVERAGE OF NOT LESS THAN $5,000,000 SHALL 13E PROVIDED, WITH THE OWNER AND ENGINEER THE NAMED INSUREDS. THIS LIMIT SHALL APPLY TO COMPREHENSIVE GENERAL LIABILITY INSURANCE AND VEHICLE LIABILITY INSURANCE. THE CONTRACTOR SHALL FURNISH THE CITY WITH SATISFACTORY PROOF OF CARRIAGE OF THE INSURANCE REQUIRED. 7-1.23A GENERAL SAFETY REQUIREMENTS (ADDITIONAL SECTION) THE CONTRACTOR SHALL NOTIFY ALL PROPERTY OWNERS ALONG THE CONSTRUCTION AREA, BY MAIL, PRIOR TO CONSTRUCTION. THE CONIRACIOR SHALL NOTIFY ALL LOCAL POLICE, TRANSIT, AND FIRE DEPARTMENTS BY MAIL PRIOR TO CONSTRUCTION. NAMES AND ADDRESSES WILL BE FURNISHED BY THE OWNER. THE CONTRACTOR SHAM_ FURTHER NOTIFY EACH OCCUPANCY IN PERSON A MINIMUM OF THREE DAYS PRIOR TO CONSTRUCTION IN FRONT OF EACH PROPERTY. SP 13 Revised 3/B4 7-1 23C FLAGMEN BARRICADES ANU SIGNS (REPLACEMENT SECTION) FLAGMEN, BARRICADES, SIGNS AND TRAFFIC CONTROL FURNISHED OR PROVIDED SHALL CONF..f%4 'n THE STANDARDS EMI19LISEEO IN THE LATEST ADOPTED EDITIGN OF THE "MANUAL ON UNIFORM TRAFf:C LUNTKC DEVICES," PUBLISHED BY THE U.S. DEPARTMENT OF TRANSPORTATION. COPIES MAY BE PURCHASED FROM THE SUPERINTENDENT OF DOCUMENTS, U.S. GOVERNMENT PRINTING OFFICE, WASHINGTON D.C. 20402. THE CONTRACTOR SHALL IMPLEMENT THE TRAFFIC CONTROL PLAN(S) APPEARING IN THE CONTRACT PLANS, AS APPLICABLE. IF THE CONTRACTOR'S PLAN OF OPERATICNS IS IN CONFLICT WITH THE CONTRACT TRAFFIC CONTROL PLAN, HE MAY PROPOSE MODIFICATION OF THE TRAFFIC CONTROL PLAN BY SHOWING THE NECESSARY CONSTRUCTION SIGNS AND BARRICADES REQUIRED FOR THE PROJECT, AND SUBMIT IT TO THE ENGINEER FOR APPROVAL AT LEAST TEN DAYS IN ADVANCE OF THE TIME THE SIGNS AND BARRICADES WILL BE REQUIRED. THE STRIPING OF NO PASSING ZONES THAT ARE TO BE OBLITERATED IN EXCESS OF 150 FEET BY PAVING OPERATIONS SHALL BE REPLACED BY "DO NOT PASS" AND "PASS WITH CARE" SIGNS. THE SIGNS SHALL BE LOCATED NOT LESS THAN 2 FEET OUTFIDE THE USABLE SHOULDER NOR LESS THAN 7 FEET ABOVE THE EDGE OF PAVEMENT. UNLESS OTHERWISE SPECIFIED It. THE SPECIAL PROVISIONS, THE CONTRACTOR SHALL PROVIDE POSTS AND BE MAINTAINED BY T'HE CONTRACTOR UNTIL CONSTRUCTION OPERATIONS ARE COMPLETE. WHEN THE PROJECT INCLUDES STRIPING BY THE CONTRACTOR, THE SIGNS AND POSTS SHALL BE REMOVED BY HIM WHEN THE NO PASSING ZONES ARE. RE-ESTABLISHED BY STRIPING. THE SIGNS SHALL BE RETURNED TO THE CITY AND THE POSTS WILL BECOME THE PROPERTY OF THE CONTRACTOR FOR HIS DISPOSAL. WHEN THE CONTRACTOR IS NUT RESPONSIBLE FOR THE STRIPING, THE POSTS AND SIGNS WILL BECC' THE PROPERTY OF THE CITY AND WILL BE REMOVED BY CITY FORCES WHEN THE NO PAS�)itG ZONES ARE RE ESTABLISHEO BY STRIPING. THE CONTRACTOR SHALL, AT HIS OWN EXPENSE PROVIDE ALL SIGNS, BARRICADES, GUARDS, FLAGMEN, AND EQUIPMENT, CONSTRUCTION WARNINGS, AND NIGHT LIGHTS IN ORDER TO PROTECT THE PUBLIC AT ALL TIMES FROM INJURY AS A RESULT OF HIS OPERATIONS. IF THE CONTRACTOR SHOULD FAIL TO MAINTAIN SUFFICIENT LIGHTS AND BARRICADES, IN THE OPINION OF THE ENGINEER, THE CITY SHALL HAVE THE RIGHT TO PROVIDE THESE LIGHTS AND BARRICADES AND DEDUCT SUCH COSTS FROM PAYMENTS DUE THE CONTRACTOR. WORT( SHALL BE RESTRUCTURED, THE ORDER OF WORK MODIFIED, THE HOURS OF WORK MODIFIED OR THE WORK HALTED ALTOGETHER AT THE ENGINEER'S DISCRE:LION W"FN THE ENGINEER FINDS SUCH A COURSE OR COURSES OF ACTION NECESSARY TO YRDIECT THE PUBLIC OR THE CONTRACTOR'S SAFETY, HEALTH, AND WELFARE. ALL SIGNS REMOVED SHALL BE SALVAGED AND DELIVERED TO THE CITY YARD. TRAFFIC MOVEMENT SHALL BE HEREIN DEFINED AS APPLYING TO BOTH VEHICUL,%R AND PEDESIRIAN 1RAFFIC. DURING ALL PHASES OF CONSTRUCTION, TRAFFIC MOVEMCG SHALL BE MAINTAINED AS NEAR AS POSSIBLE. REASONABLE ACCESS SMALL BE MAINTAINED AT ALL TIMES 10 ADJACENT PROPERTIES OUTSIDE OF THE RIGHT-OF-WAY LIFE. ALL ROADS WILL BE OPEN TO TRAFFIC DIMING PEAS( TRAFFIC PLRIODS, 6,30 TO 8:30 A.M. AND 3:30 TO 5:00 P.M. SP 14 Revised 3/84 NO WORK SHALL BE DONE ON OR ADJACENT THE ROADWAv UNTIL A' L NECESSARY SIGNS AND TRAFFIC CONTROL DEVISES ARE IN PLACE. THE COST OF FURNISHING AND PLACING ALL CONSTRUCTION AND IDENTIFICATION SIGNS SHALL BE INCIDENTAL TO THE PROJECT AND NO COMPENSATION WILL BE MADE. 7-1.23E DUST CONTROL (ADDITIONAL SECTION) THE CONTRACTOR SHALL PROVIDE A MINIMUM 1,500 GALLON CAPACITY WATER TRUCK WITH A PRESSURE SPRAY SYSTEM DESIGNED 'OR STREET CLEANING. THE STREETS SHALL HE CLEANED OF DUST AND DEBRIS AT THE END OF EACH WORKING DAY. IN ADDITION, THE CONTRACTOR SHALL PROVIDE SPRINKLING, AS NECESSARY, TO ALLEVIATE CJST NUISANCE OR AS DIRECTED BY THE CITY. 7-1.24 RIGHTS OF WAY (ADDITIONAL SECTION) THE CITY SHALL OBTAIN ALL EASEMENTS AND ACCESS PERMISSION NECESSARY TO THE CONSTRUCTION OF ALL IMPROVEMENTS LOCATED ON PRIVATE PROPERTY AND PAY Al _ COSTS OF THE SAME. COPIES OF ALL EASEMENTS AND ACCESS PERMISSION WILL BE PROVIDED TO THE CONTRACTOR. THE CONTRACTOR SHALL PERFORM ALL WORK ON PRIVATE PROPERTY IN STRICT COMPLIANCE WITH THE TERMS AND CONDITIONS OF THE EASEMENTS AND RIGHI-OF-ACCESS DOCUMENTS. 7-1.28 EMPLOYMENT OPENINGS (REPLACEMENT SECTION) ENTIRE SECTION OF STANDARD SPECIFICATIONS ON EMPLOYMENT OPENINGS IS DELETED. SECTION 8 8-1.03 PROGRESS SCHEDULE (REPLACEMENT SECTION) IMMEDIATELY AFTER EXECUTION AND (IELIVERY OF THE CONTRACT AND BEFORE THE FIRST PARTIAL PAYMENT IS MADE, THE CONTRACTOR SHALL DELIVER TO THE ENGINEER, AN ESTIMATED CONSTRUCTION PROGRESS SCHEDULE IN FORM SATISFACTORY TO THE ENGINEER, SHOWING THE PROPOSED DATES OF COMMENCEMENT AND COMPLETION OF EACH OF THE VARIOUS PAY ITEMS OF WORK REQUIRED UNDER THE CONTRACT DOCUMENTS AND THE ANTICIPATED AMOUNT OF EACH MONTHLY PAYMENT THAT WILL BECOME DUE TO THE CONTRACTOR IN ACCORDANCE WITH THE PROGRESS SCHEDULE. THE CONTRACTOR SHALL ALSO FURNISH PERIODIC ITEMIZED ESTIMATES OF WORK UONE FOR THE PURPOSE OF MAKING PARTIAL PAYMENTS THEREON. THE COSTS EMPLOYED IN MAKING UP ANY OF THESE SCHEDULES WILL BE USED ONLY FOR DETERMINING THE BASIS OF PARTIAL PAYMENTS AND WILL NOT BE CONSIDERED AS -IXING A BASIS FUR ADDITIONS 1 OR DEDUCTIONS FROM THE CONTRACT. SP 15 Revised 3/84 SHOULD IT BECOME EVIDENT AY ANY TIME DURING CONSTRUCTION THAT OPERATIONS WIL' OR MAY FALL BEHIND THE SCHEDULE OF THIS FIRST PROGRAM, THE CONTRACTOR SHAL; UPON REQUEST, PROMPTLY SUBMIT REVISED SCHEDULES IN THE SAME FORM AS SPECIFIEL HEREIN, SETTING OUT OPERATIONS, METHODS, AND EQUIPMENT, ADDED LABOR FORCES OR WORKING SHIFTS, NIGHT WORK, ETC. , BY WMIfH TIME LOSS WILL BE MADE LIP, AND CONFER WITH THE ENGINEER UNTIL AN APPROVED MODIFICATION OF THE ORIGINAL SCHEDULE HAS BEEN SECURED. FURTHER, IF AT ANY TIME A PORTION OF THE ACCEPTED SCHEDULE IS FOUND TO CONFLICT W".H THE CONTRACT PROVISIONS, IT SHALL, UPON REQUEST BE REVISED BY THE CONTRACTOR AND THE WORK SHALL BE PERFORMED IN COMPLIANCE WITH THE CONTRACT PROVISIONS. PAYMC.flS OF ANY FURTHER ESTIMATES TO THE CONTRACTOR AFTER SUCH REQJEoT IS MADE AND UNTIL AN APPROVED MODIFIED SCHEDULE HAS BEEN PROVIDED BY THE CONTRACTOR MAY BE WITHHELD, EXECUTION OF THE WORK ACCORDING TO THE ACCEPTED SCHEDULE OF CONSTRUCTION OR APPROVED MODIFICATIONS THEREOF, IS HEREBY MADE AN OBLIGATION OF THE CONTRACT. PRE-CONSTRUCTION CONFERENCE (ADDITIONAL SECTION PRIOR TO THE START OF CONSTRUCTION, THE CONTRACTOR, ENGINEER, ALL SUBCONTRACTOR, UTILITY DEPARTMENT, TELEPHONE COMPANY, AND OTHER INTERESTED DEPARTMENTS SHALL ATTEND A rRE-CONSTRUCTION CONFERENCE, WITH TIME, PLACE, AND DATE 10 BE DETERMINED AFTER AWARD OF THE CONTRACT. SUBSEQUENTLY, A REPRESENTATIVE OF THE CONTRACTOR WILL ATTEND A WEEKLY CONFERENCE TO REVIEW PROGRESS AND DISCUSS ANY PROBLEMS THAT MAY BE INCURRED. THE TIME, PLACE, AND DATE TO BE ESTABLIE:-_D AT THE PRE-CONSTRUCTION CONFERENCE. 8-1.D4 NOTICE TO PROCEED AND PROSECUTION OF WORK (ADDITIONAL SECTION) THE CONTRACTOR SHALL NOTIFY THE CITY OF RENTON AT LEAST 48 HOURS PRIOR TO COMMENCING WORK. THE SAME NOTIFICATIONS SHALL BE PROVIDED TO THE POLICE AND FIRE AUTHORITIES AND THE SCHOOL DISTRICT WHEN WORKING WITHIN A ROADWAY RIGHT-OF-WAY. THE CONTRACTOR SHALL ALSO NOTIFY PROPERTY OWNERS ADJACENT TO THE CONSTRUCTION AREA, INDICATING THE DURATION AND PROPOSED TIME OF ACCESS CLOSURE TO THEIR PROPERTY. 8-1.05 TIME OF COMPLETION ADDITIONAL SECTION) THE CONTRACTOR IS EXPECTED TO DILIGENTLY PROSECUTE THE WORK TO COMPLETION IN ALL PARTS AND REQUIREMENTS THE PROJECT SHALL BE COMPLETED WITHIN THE TIME NOTED IN TW CALL FOR BIDS. SP 16 Revised 3184 PROVIDED, HOWEVER, THAT THE CITY COUNCIL SHALL HAVE THE RIGHT UPON REQUEST OF THE PUBLIC WORKS DEPARTMENT, CITY OF RENTON, WASHINGTON, TO EXTEND THE TIME Of- COMPLETION OF SAID WORK. NO EXTENSION SHALL BE VALID UN_ESS THE SAME BE IN WRITING AND ACCOMPANIED BY TFIS WRITTEN CONSENT TO SUCH EXTENSION BY THE SURETY ON THE BOND OF THE CONTRACTOR. TIME LOST IN REPLACING IMPROPER WORK OR MATERIAL SHALL NOT FURNISH ANY GROUNDS TO THE CONTRACTOR FOR CLAIMING AN EXTENSION OF TIME FOR THE COMPLETION OF THE WORK, AND SHALL NOT RELEASE THE CONTRACTOR FROM DAMAGES OR LIABILITIES FOR FAILURE TO COMPLETE THE WORK WITHIN THE TIME REQUIRED. RECOGNIZED HOLIDAYS SHALL BE AS FOLLOWS: NEW YEAR'S DAY, LING+_ OS BIRTHDAY, WASHINGTON'S BIRTHDAY, MEMORIAL DAY, JULY 4, LABOR DAY, LTERANS DAY, THANKSGIVING AND THE DAY FOLLOWING, AND CHRISTMAS EYE AND CHRISTMAS DAY. THE DAY BEFORE CHRISTMAS SHALL BE A HOLIDAY FOR CITY EMPLOYEES WHEN CHRISTMAS DAY OCCURS ON A TUESDAY OR FRIDAY. THE DAY AFTER CHRISTMAS SMALL BE A HOLI^AY FOR CITY EMPLOYEES WHEN CHRISTMAS DAY OCCURS ON A MONDAY, WEDNESDAY, OR THUFRSDAY. WHEN CHRISTMAS DAY OCCURS ON A SATURDAY, THE TWO PROCEEDING WORKING DAYS SHALL BE OBSERVED AS HOLIDAYS. WHEN CHRISTMAS DAY OCCURS ON A SUNDAY, THE TWO WORKING DAYS FOLLOWING SHALL BE OBSERVED AS HOLIDAYS. ALL REFERENCES TC RECOGNIZED HOLIDAYS IN THE STANDARD SPECIFICATIONS ARE DELETED AND VOID. d-1.09 LIQUIDATED DAMAGES (ADDITIONAL SECTION) THE LIQUIDATED DAMAGES DO NOT INCLUDE, AND ARE IN ADDITION TO, DAMAGES FROM COSTS FOR INSPECTION, SUPERVISION, LEGAL EXPENSE, AND COURT COSTS INCURRED BEYOND CONTRACT COMPLETION DATE. THE COST OF ADDITIONAL INSPECTION AND SUPERVISION SHALL BE AN AMOUNT EQUAL 10 ACTUAL SALARY COST PLUS 100 PERCENT FOR 01fRHEAD. 8-1.11 OVERTIME WORK BY OWNER EMPLOYEES (REPLACEMENT SECTION) WHEN THE CONTRACTOR PERFORMS CON• `IDN WORK OVER THE ACCEPTED B HOURS PER DAY OR 40 HOURS PER WEEK, OR f F,"IY CITY HOLIDAY, AND THE WORK REQUIRES INSPECTION, THEN THE CONTRACTOR SMAI L REIMBURSE THE CITY AT THE RATE OF $50 PER HOUR. THE CITY SHALL HAVE THE SOLZI AUTHORITY IN CxTERMINING THE NECESSITY OF HAVING THE OVF.RIIME INSPECTION, AND SHALL NOTIFY THE CONTRACTOR OF INTENT AND SAID COSTS WILL BE DEDUCTED FROM MONIES DUE THE CONTRACTOR ON EACH MONTHLY ESTIMATE. B-1.12 CONTRACTOR'S PLANT AND EQUIPMENT (REPLACEMENT SECTION) THE CONTRACTOR ALONE SHALL Al ALL TIMES BE RESPONSIBLE FOR THE ADEQUACY, EFFICIENCY, AND SUFFICIENCY OF HIS AND HIS SUBCONTRACTOR'S PLANT AND EQUIPMENT. THE OWNER SHA�_L HAVE THE RIGHT TO MAKE USE OF THE CONTRACTOR'S PLANT AND EQUIPMENT IN THE PERFORMANCE OF ANY WORK ON THE SITE OF THE WORK. SP 17 Revised 3l84 THE USE OF SUCH PLANT AND EQUIPMENT SHALL BE CONSIDERED AS EXTRA WORK AND PAID FOR ACCOt )INGLY. NEITHER THE OWNER NOR THE ENGINEER ASSUME ANY RESPONSIBILITY, AT ANY TIME, FOR THE SECURITY OF THE SITE FROM THE TIME CONTRACTOR'S OPERATIONS HAVE COMMENCED Uh FINAL ACCEPTANCE OF THE WORK BY THE ENGINEER AND THE OWNER. THE CON R.ACTOR SHALL EMPLOY SUCH MEASURES AS ADDITIONAL FENCING, BARRICADES, AND WATCHMAN SERVICE, AS HE DEEMS NECESSARY FOR THE PUBLIC SAFETY AND FOR THE PROTECTION OF THE SITE AND HIS PLANT AND EQ'JiPMENT. THE OWNER WILL BE PROVIDED KEYS FOR ALL FENCED, SECURED AREAS. 8-1.13 ATTENTION TO WORK (REPLACEMENT SECTION) THE CONTRACTOR SHALL GIVE HIS PERSONAL ATTENTION TO AND SMALL SUPERVISE THE WORK TO THE END THAT IT SMALL BE PROSECURF.D FAITHFULLY, AND WHEN HE IS NOT PERSONALLY PRESENT ON THE WORK, HE SHALL AT ALL REASONABLE TIMES TO REPRESENTED BY A COMPETENT SUPERINTENDENT WHO SHALL HAVE FULL AUTHORITY TO EXECUTE THE SAME, AND TO SUPPLY MATERIALS, TOOLS, AND LABOR WITHOUT DELAY, AND WHO SMALL BE THE LEGAL REPRESENTATIVE OF THE CONTRACTOR. THE CONTRACTOP SHALL BE LIABLE FOR THE FAITHFUL OBSERVANCE OF ANY INSTRUCTIONS DELIVERED TO mIM OR TO HIS AUTHORIZED REPRESENTATIVE. SECTION 9 9-1.01 MEASUREMENT OF_UANTITIES (ADDITIONC' SECTION) ALL DELIVERY TICKETS THAT ARE REQUIRED FOR THE PURPOSE OF CALCULATING QUANTITIES FOR PAYMENT MUST BE RECEIVED BY THi ENGINEER AT THE 1114E OF DELIVERY. NO PAYMENT WILL_ BE MADE ON TICKETS TURNED IN AFTER DATE OF DELIVERY OF MATERIAL . A. BY TRUCK PArfNT WILL NOT BE MADE FOR DELIVERY TICKETS WHICH DO NOT SHOW TYPE OF MATERIAL, GROSS WEIGHT, TARE WEIGHT, TRUCK NUMBER, DATE, AND INSPECTOR'S INITIALS. SCALE CFRIIFICAT10N SHALL BE SUBMITTED Aa EARLY IN THE PROJECT AS POSSIBLE . EACH WEIGHT STATION SHALL MAINTAIN A RECORD OF THE TRUCK NUMBER, TIME, DATE, AND WEIGliT OF ALL TRUCKS PROVIDING MATERIAL TO `HE PROJECT. THE WEIGHT LIST SHALL BE MAINTAINED IN DUPLICATE WITH ONE SIGNED COPY TRANSMII )ED DAILY TO THE CITY BY THE SCALE ATTENDANT. IN ISOLATED CASES WHERE SCALE WEIGHT IS NOT AVAILABLE, THE INSPECTOR SHALL MEASURE THE TRUCK VOLU'l AND CERTIFY AS TO ITS FULL LOAD DELIVERY. SP 18 Revised 3/64 B. BY OTHER MEANS METHOD FOR MEASUREMENT AND PAYMENT FOR MATERIAL BROUGHT TO THE SITE BY ANY OTHER MEANS WILL BE DETERMINED BY CONTRACTOR/OWNER AGREEMENT BEFORE AWARD OF THE CONTRACT. 9-1.03 SCOPE OF PAYMENT (ADDITIONAL SECTION) ALL COSTS AND EXPENSES FOR ITEMS OF WORK, EQUIPMENT, OR MATERIALS, INCLUDING INSTALLATIONS, NOT IDENTIFIED AS BID ITEMS IN THESE SPECIFICATIONS SHALL BE INCIDENTAL TO THE PROJECT. NO SEPARATE PAYMENT OF ANY KIND WILL BE MADE FOR THESE INCIDENTAL ITEMS. 9_1.09B OWNER'S R16HT TO WITHHOLD CERTAIN AMOUNTS (ADDITIONAL SECTION) i^ARTIAL PAYMENTS ON ESTIMATES MAY BE WITHHELD UNTIL A WORK PROGRESS SCHEDULE, AS DESCRIBED IN SECTION B, HAS BEEN RECEIVED AND APPROVED. IN THE EVENT THAT ANY MATERIAL OR WORKMANSHIP DOES NOT MEET THE REQUIREMENTS OR SPECIFICATIONS, THE CITY MAY HAVE THE OPTION TO ACCEPT SUCH MATERIAL OR WORKMANSHIP IF THE DIRECTOR OF PUBLIC WORKS DEEMS SUCH ACCEPTANCE TO BE IN THE BEST INTM:NEST OF THE CITY, PROVIDED THE CITY MAY NEGOTIATE PAYMENT OF A LOWER UNIT PRICE FOR SAID MATERIAL OR WORKMANSHIP. SP 19 Revised 3/84 TECHNICAL PROVISIONS TECHNICAL PROVISIONS Revised 6/84 TECHNICAL PROVISIONS INDEX SECTION: PAGE SECTION 10 10.1.00 PERMITS AND LICENSES 1P ; SECTION 12 CLEARING AND GRUBBING 7P 2 12.3 CLEARING AND GRUBBING 12.3,02 C13NSTRUCTION DETAILS 12.3.03 MEASUREMENT AND PAYMENT SECTION 23 CRUSHED, SURFACING, BALLASTING, TP 3 AND STOCKPILING 23.1 DESCRIPTION 23.2.02 BALLAST 23.3.04 DEPTH OF LAYERS 23.3.15 WATER 23.5 MEASUREMENT AND "AYMENT SECTION 43 CEMENT CONCRETE COMBINED SIDEWALK, TP 4 CURB AND GUTTER 43.1.1 RESTORATION OF CEMENT CONCRETE COMBINED SIDEWALK, CUPS AND GUTTER 43.5 MEASUREMENT AND PAYMENT SECTION 52 REMOVAL OF EXISTING STREET IMPROVEMENTS TP 5 52.2.01 GENERAL 52.2.03 REMOVAL OF ASPHALT CONCRETE PAVEMENT 52.3 PAYMENT SECTION 54 PAVEMENT PATCHING TP 6 54.1 DESCRIPTION 54.3.01 GENERAL 54.3.03 RIGID TYPE PAVEMENTS RESURFACED WITH ASPHALT CONCRETE 54.3.04 ASPHALT CONCRETE STREETS ON GRANULAP BASE 54.3.06 INCIDENTAL WORK 54.4 MEASUREMENT AND PAYMENT Revised 6/84 SECTION: PAGE SECTION 56 LAWN REMOVAL AND REPLACEMENT TP 8 56.1.02 SOD REMOVAL AND REPLACEMENT 56.5 PAYMENT 56.6 LANDSCAPE REPLACEMENT 56.6.02 MEASUREMENT AND PAYMENT SECTION 72 PIPE AND FITTINGS FOR WATER MAINS TP 9 72.1 DESCRIPTION 72.3.01 PIPE 72.3.0IA DUCTILE IRON PIPE 72.3.02 FITTINGS 72.3.02A DUCTILE IRON PIPE SECTION 73 TRENCH, EXCAVATION FOUNDATION, BEDDING, 1P 10 AND BACKFILL FOR WATER MAINS 73.2.04 BANK RUN GRAVEL FOR TRENCH BACKFILL 73.3 EXCAVATION 73.3.01 GENERAL 73.3.06 EXISTING UTILITIES 73.3.07 TRENCH EXCAVATION 73.3.07A ROCK EXCAVATION 73.3.09 REMOVAI AND REPLACEMENT OF UNSUIIf,&E. MATERIALS 73.3.10 BEDDING THE PIPE 73.3.10A RIGID PIPE 73.3.11 BACKFILLING TRENCHES 73.3.12 COMPAC,ION 73.4 MEASUF.EMENT 73.4.03 BANK RUN GRAVEL FOR TENCH BACKFILL 73.5 PAYMENT 73.5.04 BANK RUN GRAVEL FOR TRENCH BACKFILL 73.5.06 CRUSHED ROCK FOR TRENCH BACKFILL SECTION 74 PIPE IM'STALLATION FOR WATER MAINS TP 14 74.1.01 ALIGNMENT 74.2 CONSTRUCTION 74.2.02 HANDLING OF PIPE 74.2.09 CONNECTIONS 74.2.09A TO EXISTING FAINS 74.2.11 HYDROSTATIC PRESSURE TEST It LEAKAGE TEST 74.2.12 DISINFECTION OF WATER MAINS 74,2,12E REQUIREMENT OF CHLORINE 74.2.12P DECHLORINATION 74.2.13 CONCRETE BLOCKING Revised 6/84 a , _ SECTION: PAGE 74.4 PAYMENT 74.4.02 PA"MENT - BLOW OFF ASSEMBLY 74.5 PIPE JOINT BONDING W4.5.01 SCOPE 71 .5.02 BONDED PIPE JOINT 74.5.03 BONDED PIPE COATINGS 74.5.04 SERVICE INSULATORS 74.5.05 INSULATED PIPE JOINT 74.5.06 PAYMENT 74.6 CATHODIC FROTECTICN TFST 74.6.01 SCOPE 74.6.02 GENERAL 74.6.03 IOCA7ION 74.6.04 WIRE 74.6.05 WIRE TERMINATIONS 74.6.06 FLUSH TEST STATIONS 74.6.07 ZINC REFERENCE ELECTRODES 74.6.08 PAYMENT SECTION 75 VALVES FOR WATEF MAINS TP 18 75.2.03 GATE VALVES 75.2.06 VALVE BOXES 75.3 INSTALLATIrN OF VALVES 75.4 PAYMENT SECTION -1 FIRE HYDRANTS TP 25 77.2 MATERIALS 77.2.01 MATERIAL FOR HYDRANTS 77.2.02 END CONNECTIONS 77.02.06 SIDEWPLK FLANGE CONSTRUCTION 77.3 CONSTRUCTION DETAILS 77.3.01 SETTING HYDRANTS 77.3.02 HYDRANT CONNECTIONS 77.5 PAYMENT SECTION 78 SERVICE CONNECTIONS TP 27 78.1 GENERAL 78.3 CONSTRUCTION Revised 6/64 SECTION 10 PERMITS AND LICENSES (SUPPLEMENTAL SECTION) 10.1.00 THE. FOLLOWING PERMITS AND LICENSES ARE INCLUDED FOR THE CONTRACTOR'S CONVENIENCE AND ARE TO BE STRICTLY ADHERED TO. THE INCORPORATION OF THESE DOCUMENTS INTO THESE SPECIFICATIONS DOES NOT RELIEVE THE CONTRACTOR FROM OBTAINING OR COMPLYING WITH THE NON-PERMANENT PERMITS AND LICENSES THAT THE, CONTRACTOR IS REQUIRED TO PROVIDE AS OUTLINED IN THE LEGAL, SPECIAL, AND TECHNICAL PORTIONS OF THESE CONTRACT DOCUMENTS AND AS MAY BE REQUIRED FOR THE CONSTRUCTION OPERATIONS. ADDITIONAL PERMITS AND L..:ENSES MAY UL REQUIRED FOR THE WORK OUTLINED IN THESE DOCUMENTS THAT ARE NOT INCLUDED HEREIN. THE CONTRACTOR IS ADVISED TO CONSULT WITH T4E PUBLIC WORKS DEPAPTMENT REGARDING THE COMPLETENESS OF THE PERMITS AND LICENSES INCLUDED HEREIN. 1. W-723 KING 3OUNTY PERMIT W-1257-83 2. W-726 KING COUNTY PERMIT W-1258-83 3. W-727 KING COUNTY PERMIT W-1346-83 3. W-723 CITY OF SEATTLE UTILITY CROSSING PERMIT U83-032 TP - 1 Revised 6184 W 727 8" Waterline Replacement Stevens S 122nd To S' 124th 3X r 4�� 1 KING COUNTY REAL PROPERTY Q'I��) RIGHT OF WAY CONSTRUCTION PERMIT ' TELEPHONE 3"3956 IIT PERMIT NO. Y-1'W r 9' _ JOB NO. 13 N Wd FRANCHISE NO. R12 KROLL PAGE NO. ExSIM2 "MBnieril 12124,".5 SECnON' TPIP. RANGE ❑ Caleq orM GATE C}Caiegoricalry Ew.lp APPLICANT.._ City of 1,4Rton _PHONE NO. ADDRESS: 1 -IJUD NO. _ ilT m. Vp Yancc BOND AMOUNT Pi_�- Job Dewc.1pbun: rw EMERGENCY CONTACT PHONE..NQ. F ^n+W E1aStY rNf'MWWEn* i LLsWl WN+a Y 544' (If 11' O&W.04LU WL 167t:L V. UdytWUJliuH.rrt ro:.e na :. at Taylor Place W 8 cOlKinou to 9- 11'2KI..Rtreet. . •"""",P"'"'N` "'"'„° a i I lastall an 8" water �uin (m S. 122M Street fEVE. g7th S. 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W NIAAA'K'M A►� a A/NbtlYWasrrb Myoted Mwa.EsWpMIM we MonArwpaw o.w WPn waEmro M,wlyrcEly waoPYlala rolm AYIE0 ]. OIY Wes'MaC/MI MM.bWY YE OdMC aYMd sell M Yr PL[dUMIN NN IM mYn WI m u.tlrXln Milk GtlbVl GI.IOr M .l * -'!P s AWh,% MaEMCdi bol MCN lromxsncn RrbrrMwAIWnMWmsMlllh'!IOPP'dwsNp swYclrybP d.EE..wa'rprDar ... mno4Gn. .. ,• n aw w1A.•. 7. 6 MablllrPal�rYOIIMpp1oll1rMAblqay01dwd wft"p"wpWpr�.w1Y1WM1a1r1EPLW►a Wbb llo� Oft4WA w.Y ieOD11 55_555 N MAamll�blmlbryraulOWNbM10n lYlY Euew\411tLE nq lEaab VelbAalrs and Eaa.PdErrlcaan/(�wal/oy,�1 Arrows rr. IMa.M W4NNLIIIE.MryIW11�MNP OMIPICIImaFN..V Pkt:WHIR MPO Nil ell s a ss Eg } lit as€ HEI dO sy 5 KING COUNTY REAL PROPERTY DIV12C4 OF WAY CONSTRUCTION PERMIT RIGHT EYE TELEPHONE 3443966 —_-- ENNININIIIE�t�11/N_MMfMt PERMIT NO. W t'\'..< __ JOB NO O Not paq 4HY rye�gJEyKI ` Cl Not pwretl JI FRANCHISE NO. 61 KROLL PAGE NO. dos 0 Extsung AE1NNmenAtees•mew DATE _JZ,. y(y;SFCTION•. In TWp.43 RANGE ` ❑ Ca,.gonoulty Emyopr rN.<• APPLICANT: PHONE NO. .I..X.t.n•rn9 AUURESS --: ULID NO. _____. .. :.... .}»• ONDAMOUNT N .J Job Doaoe n:. .. ,4 _ EMERGENCY CQNTALT PHONE,.D,i{}. ... . .. -. +raMn•-.NMJ9uIHF YrM1 MNIr\^ , \ Afs[.Eil fire tivdtallt on N.T.l Otl` St rt al, roa'-nh • West of lasth S.F. ( )ust east of Renton City Limits. 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S. —ULID NO. BONO AMOUNT, __. _—_—ti11a-6pa' a1s0 Dma44-ae: EMERSENGY CONTACT PNOWMQ. ^ ; i .n_ .. ., +r,wwEdnuyyNEa.•a -,.wwa 1 ' 111ito,I all el� water WAIR un S. 134ta Stl'neT Beginning BB'ore oar Is$$ east of Bgth Ave. S. and Continuing West'to H4tjLj%_4. ft' 1Ll::,.WI1.NE++ w approx 1040 feet Also on 40th Ave. S. beginning at Renton/King County line and coatiwing Northerly for 240' jI Open cuts for crossings acceptable in accordance with Kind County op9n f cut policy. 1 Mains parralol to centerline shall be placed outside of the paved portion Of the right of wsy. , .:e,..;n.. «, .. ., l .. . . y. ,�,yN•un.�rca..,.ya W.wwNNV4R ' - -,I.r,- ..rl u. .a Ja..+a�wt1»ualEawM+al YaAvNy ..0 u ..i y..a _.. aay.: .. a x.• .ry rwgw"wamewMtllLa'IM M[.e J nw tibaE bM 001biE bpN.DE WW,DwEr Se wN.. 1�91:WVNp� .IygllwMNOrr eY 6fi1FF10111gEU Wl`N NN lMEM10•d YED t001ff:111w11DN nrVbYS x•MaM•. 4+ YIW.ThN YMN FaFN5,ON34M-N.VF.MKWVLI FIIOY INE FlRFWW14i a Y1 UNM MiNWNO VNtiM1 1ME54VSl NdxE d WNiYVY W COVFN YE WOIIR M.l DJNk NlalEll Ira TIE dYYMVY lY fN'RING COUNM1 RUAO[NviN[!.X -.-NIw•nI. .NYd � Nx�Wa MAP oft, 0oN011101Y WYIM/n/IEE OOnWr+Un NN'CYHYYd.of Oom RSYe.MOM.M AtYe. a1�M�M MwoKbMCwvnanMaIWNWIKIIIINKVYMNbIVMNFa..I KKVOYIMM CEaMa}),I�H n01lM.vmwDEw10N�.pRNY.��eel� ' WwIPN ND.�Ddwromw�lMlwrerY Wla•.11YIat.dwPICK IINIMMWl44mMlin6 aRo�WFWntNJIENImiIIMWanYwaMl[b NEMIND.bY.N aY11w n.IN.1WMn c1%11MIPl.nW:MN YIU IImmYla unpaa EWKInC�IINY\WWeRl:n dnl'nYD«,o�EIMWItlap,MaOn t. 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L • = � f - 5i $ jx� � i� Z�� �Q€ �� !74 � q•� � d ;� d> � €`n� $QaY �a �' I � l - �'�� � �5 •�as� F� '€ s� ty °� fi `as �- s � �a_ $ g 4 � �Fig� kid s . ti3"d 'i ,+ .� `� � 4 !RR IIII E s �'e� S d d! a a■■ ggi 7�# pp5 ` 3� ? : j tg 3 � ' It CITY Of SEATTLE - WAIER DEPARTMENT UTILITY CROSSING PERMIT U83-0, PERMISSION IS HEREBY 61VEN to the following named petitiwr: CITY OF RENTON, Municipal Bldg., 200 Mill Ave. S.. Renton, NA 98055 to install, maintain and operate watermain facilities across the City of Seattle's 66-foot-wide Cedar River Pipeline right of way at the following locations; 1. 12-inch ductile iron waternain located 11 feet east of and parallel with the centerline of 84th Avenue S. (Thomas Ave. S.W.). 2. 8-Inch ductile iron waternain located 7 feet east of and parallel with the centerline of B8th Avenue S. (Stevens Ave. S.W.). Twelve inch*! minimum vertical clearance to be maintained from City of Seattle's pipelines of Bath Avenue S. crossing; six inches minimum of Both Ave. S. crossing, with suitable pad spacers placed at all pipeline crossings. All situate in the NWt of Section 16-23-5 in King County, Washington, (Kroll Page 327) and as depicted on Sheets 1 and 3l3, W-723, "So. 134th Street Waterline Imporvement," by City of Renton, Note: Cathodic protection facilities are located in porm4! area. Use extreme caution during excavatigion to avoid damage to these facilities. Follow approved SU41ECTprocedure to t fy ofoSeattle preventing ordinances an regulations and tofollowing term orw stipulations: 1. The City of Seattle to be saved harmless from any and all damages which may accrue to any persons or property by Mason of this Installation )r use, or the oainse- nance or operation thereof. Work to be prosecuted with diligence, and with due respect to all property, contracts, persons, rights and the interests and convenience of the public, PMtttea agrees to restore the promises to the condition foul, or better. If costs to the City of Seattle in conjunction with this permit exceed the permit fee. Parmittee agrees, upon being billed, to pay such costs. 2. The Seattle Water Dept. shall be notified (625-4154) two date before wort Is begum. 3. Peroittee's use of the right of way shall in no way interfere with the present or future usa of said right of way by the City for any purpose. 4. If at any time the City shall Install, repair or replace a pipeline or pipelines at said watermain crossings.Parml ttev upon written notice from the Clty shall towo- rarily remove sata�t� at•1Ls own expense during said Instal atl on, repair or Mot=nt and Mp aa�tTts own expense under the supervision of the City. S. Parmlttaa agrees upon being billed therefor to pay for any Increase in the City'a cost of installing, replacing or repairing the City's pipelinas or other City Improve- mancs resulting from the existence of Parmittoe's installs Non [r t�6, penalties agrees to pay to the City the cost o1 repair of any of the �nsl'111 for lities damaged by the Installation, operatioa or maintenance of Persittoe's T. Parmittes agrees that the City shall not be liable for any damage to said fp,r,1lAff� by reason of any construction, alteration or improvement y m y, is agents or representatives, erupt where such damage is caused Igr tR@ City's gross or willful negligence. B. The City reserves the right to Institute an annual fee for this permit. S. This permit Is revocable upon thirty days notice by the Superintendent of Natmr. 10, This permit is not transferrable. 11. bne copy of this permit must be on-site during installation by Peroittoo or Permittae'a agent. 12, This permit is invalid unless approved by the City of Seattle and executed in acceptance by Pereittae. Permit application fee. _ 200, to cover costs of administration, inspection, etc. APPROVED BY THE SEATTLE WATER DEPARTMENT By ...yl•�i-.-ws-6%r ;��,NI✓K-1'w."i uAu f-7s.Vlo� wporintendent of ter ACCEPTED BY CTY OF RE�NTON Date 4�ati�ed. �- NVS:mk Title I,Ulnrle tiwuwd0 _ Rev. Si128/81 so SECTION 12 CLEARING AND GRUBBING 12.3 CLEARING AND GRUBBING 12.3.02 CONSTRUCTION DETAILS (ADDITIONAL SECTION) CLEARING AND GRUBBING OF THE ACCESS AREAS AND THE WORK SITE SHALL BE ACCOMPLISHED IN ADVANCE OF EXCAVATION AND MOVE IN WITH EQUIPMENT AND MATERIALS. THE CONTRACTOR SHALL REMOVE ALL DEBRIS AND DISPOSE OF IT AT A SITE WHICH MEETS STATE AND COUNTY STANDARDS. NO ON-SITE BURNING WILL BE PERMITTED. THE CONTRACTOR SHALL CLEAR AND GRUB AREAS ONLY AS NECESSARY FOR ACCESS, EXCAVATION, AND STORAGE OF EXCAVATED MATERIAL, AND FOR STORAGE OF EQUIPMENT AND MATERIALS REQUIRED FOR ACCOMPLISHING THE WORK. THE CONTRACTOR SHALL GRUB AS NECESSARY TO KEEP ORGANIC MATTER OUT OF THE BACKFILL MATERIALS. 12.3.03 MEASUREMENT AND PAYMENT (REPLACEMENT SECTION) 1HE COST OF CLEARING AND GRUBBING SHALL BE CONSIDERED INCIDENTAL TO THE CONSTRUCTION OF 1HE PROJECT . TP - 2 Revised 6/B4 SECTION 23 CRUSHED SURFACING BALLASTING AND STOCKPILING 23.1 DESCRIPTION (ADDITIONAL SECTION) EXISTING SHOULDERS AND GRAVEL SURFACES SHALL BE RESURFACED WITH CRUSHED ROCK SURFACING (518 INCHES MINUS) SO THAT A MINIR M FINISHED THICKNESS OF 3-INCHES ON SHOULDERS. THE FINISHED SURFACE SHALL MATCH THE SLOPE, CROWN, AND GRADE OF THE EXISTING SURFACE. 23.2.02 BALLAST (REPLACEMENT SECTION) BALLAST AND MAINTENANCE ROCK WILL NUT BE REQUIRED. 23.3.04 DEPTH OF LAYERS (ADDITIONAL SECTION) ALL CRUSHED ROCK MAY BE SPREAD IN ONE LAYER AND SHALL DE ADEQUATELY BLADED AND MIXED TO OBTAIN EVEN DISTRIBUTION OF THE ROCK. ALTERNATE BLADING AND ROLLING SHt,,.L CONTINUE UNTIL THE REQUIREU FINISHED SURFACE AND DENSITY IS OBTAINED. 23.3.15 WATER (PARTIAL REPLACEMENT SECTION) WATER SHALL BE ADDED DURING 1HE ROLLING OPERATIONS, AS NECESSARY, TO OBTAIN NECESSARY COMPACIION REQUIREMENTS. 23.5 PAYMENT (REPLACEMENT SECTION) FURNISHING AND INSTALLING CRUSHED ROCK SURFACING (5/8 INCH MINUS) SHALL BE MEASURED AND PAID FOR AT THE APPLICABLE CONTRACT PRICE, PER TON, PAYMENT OF WHICH SHALL CONSTITUTE FULL COMPENSATION FOR FURNISHING AND INSTALLING CRUSHED ROCK ON SHOULDERS, GRAVEL DRIVEWAYS, ROADWAYS, ETC. CRUSHED ROCK IN ROADWAY RESTORATION AREAS IS INCLUDED AS PART OF SECTION 54, PAVLMENT PATCHING. TP - 3 Revised 6/84 SECTION 43 ___ CEMENT CONCRETE COMBINED SIDEWALK CURB, AND GUTTER RESTORATION OF CEMENT CONCRETE COMBINED SIDEWALK, CURB, AND GUTTER (ADDITIONAL SECTION) EXISTING PORTLAND CEMENT CONCRETE SURFACES (CURB AND GUTTER AND SIDEWALK) SHALL BE REPAIRED WITH PORTLAND CEMENT CONCRETE TO MATCH THE EXISTING SURFACES. 43.5 MEASUREMENT AND PAYMENT (REPLACEMENT SECTION) CONCRETE SIDEWALK, CURBS, GUTTERS AND FLATWORK SHALL BE PAID PER SQUARE YARD OF CONCRETE. PAYMENT SHALL ALSO COVER COMPLETE COST OF RESTORATION OF AREAS AS DETAILED. TP - 4 Revised 6/84 SECTION 52 REMOVAL OF EXISTING ST�MPROYEMENTS 52 2 OI GENERAL (ADDITIONAL SECTION) THE CONTRACTOR SHALL INFORM AND SATISFY HIMSELF AS TO THE 0HARACIER, QUANTITY, AND DISTRIBUTION OF ALL PAVEMENT REMOVAL. REMOVAL OF EXISTING PAVEMENT SHALL COVER ALL TYPES AND THICKNESSES OF PAVEMENT. 52.2.03 REMOVAL OF ASPHALT CONCRETE PAVEMENT (ADDITIONAL SECTION) CUT PAVEMENT, OR OTHER STREET AND ROAD SURFACES, TO A MINIMUM WIDTH WHICH WILL PERMIT THE PROPER EXCAVATION AND GRACING OF THE TRENCH AND ALLOW FOR PASSAGE OF VEHICULAR AND PFOESTRIAN TRAFFIC. ALL PAVEMENT CUTS SHALL BE SMOOTH STRAIGHT LINES N OR TO A THE NEAREST CONSTRUC11014 JOINT, AND SHALL HAVE CLEAN, 52.3 PAYMENT (REPLACEMENT SECTION) THE COST OF ALL PAVEMENT REMOVAL SHALL BE CONSIDERED INCIDENTAL TO THE CONTRACT COST . TP - 5 Revised 6/84 5ECTI0? 54 _ PAVEME_ NT PATCHING 54.1 DESCRIP11ON (REPLACEMENT SECTION) CITY SIANDAROS SHALL BE USED WHERE MODIFICATIOw OF THE APWA STANDkRD SPECIFICATIONS ARE APPLICABLE. ROADS, STREETS, DRIVEWAYS, SHOULDERS, AND ALL OTHER SURFACED AREA, REMOVED, BROKEN, CAVED-IN, SETTLED, OR OTHERWISE DAMAGED DUE TO THE INSTALLATION OF THE IMPROVEMENTS COVERED CH THE THIS EXISTIRACT SHALL BE REPAIRED P A AVEMEN, OR LANDSCAPED AREAS ND SASFA SET FORTH TO IN NG IN THESE SPECIFICATIONS. AREAS ON THIS PROJECT, WHERE DIRECTED BY THE CITY. SAID TEMPORARY PATCHtS SHALL BE PLACED IMMEDIATELY AFTER BACKFILLING AND CON.PACTING AND SHALL BE MAINTAINED AT ALL TIMES UNTIL FINAL PATCHING. 54.3.01 GENERAL (ADDITIONAL SECTION) ALL SHOULDER AND PAVEMENT RESTORATION WITHIN THE KING COUNTY TH TPUBC HELIT ENCHiTREPAIRYDETAILS OF SHALL BE THEKING ECOUNTY ACCORDANCED IN VIDEPARTMENTOF PUB'_IC WORKS. 54.3.03 RIGID TNPE PAVEMENT RESURFACED WITH ka HALT CONCRETE (ADDITIONAL SECTION) THE FINISHED PATCH ON ASPHALTIC CONCRETE PAVEMENTS SHALL PROVIDE 1\ MINIMUM THICKNESS OF 2 INCHES OF ASPHALTIC CONCRETE OVER RIGID PAVEMENT AFTER COMPACTION. REFOTE PLACEMENT OF THE ASPHALTIC CONCRETE PATCH, THE BASE COURSE MATERIAL SHALL BE SHAPED TO THE SAME SECTION AND SLOPE AS THE IINISHED GRADL AND COMPACTED TO 100 PERCENT MAXIMUM SSTTANDDENSITY PROCTOR OPTIMUM COMP CTIONSITTETST CONTE AS ASTM DESIGNATI NE ON D6981, METHOD D. THE ASPHALTIC CONCRETE SHALL BE ROLLED AND CROSSROLLED TO OBTAIN THOROUGH COMPACTION. BASE COURSE MATERIAL SHALL MEET THE REQUIREMENT SET FORTH HEREIN FOR CRUSHED ROCK SURFACING. ASPHALTIC CONrRETE SHALL BE SPECIFICATIONSl M CLASSNT IX, "BO",, PAVING ASPHALT SHAI.NG 10 SECTION 34 LPWA STANDARD BE GRADE AR 4000 AND MEET THE REQUIREMENTS OF SECTION 27. TP - 6 Revised 6/84 54.3.04 ASPHALT CONCRETE STREETS ON GRANULAR BASE (ADITIONAL SECTION) ALL BITUMINOUS STREET SURFACES SHALL BE RESTORED WITH CLASS "B" ASPHALT, INCLUDING LIGHT BITUMINOUS TREATED ROADWAYS. PATCHES LOCATED ALONG THE EDGE OF A ROADWAY, WHERE TWO (2) FEET OR LESS OF THE EXISTING PAVEMENT REMAINS. THE EXISTING PAVEMENT A MINIMUM WIDTH OF FIVE (5)SHALL FEET BE REMOVED EIMF. ROADWAY AND STOR FROM THHEE ORIGIN EDGE OF PAVEMENT . EXISTING TE LL BE PATCHED WITH ASPHALTIC ACONCRETE CLASS SPLTIC E" SU RFACES INFCHES OF CRUSHED ROCK BASE COURSE. TEMPORARY MC COLD PRE-MIXED ASPHALTIC CONCRETE SHALL BE REQUIRED IN ALL PAVEMENT AREAS. 54.3.06 INCIDENTAL WORK (ADDITIONAL SECTION) THE ENDS AND EDGES OF THE PATCHED AND RESURFACED AREAS SHALL MEET AND MATCH THE EXISTING SURFACE AND GRADE AND SHALL TERMINATE IN NEAT, EVEN LINES PARALLEL TO, AND AT RIGPT BELES TO,ALLOWED. DAMAGED,AY DISTURBED, ORAL PATCHING OTHERWISE AFFECTED REPAIR WILL FFECTEDAREAS SHALL HAVE THE EDGES OF EXISTING PAVEMENT TRIMMED BACK TO PROVIDE CLEAN, SOLID, VERTICAL FACES FREE FROM LOOSE MATERIAL. 54.4 MEASUREMENT AND PAYMENT (REPLACEMENT SECTION) ASPHALTIC CONCRETE SURFACE RESTORATION SHALL BE MEASURED AND PAID FOR AT THE CONTRACT PRICE, PER SQUARE YARD; PAYMENT OF WHICH SHALL CONSTITUTE FULL CMPENSATION FOR THE RESURFACING COMPLETE, INCLUDING St'BGRADE PREPARATION, PREPARATTION O ACK COAT, CONNECTION TO EXIST,, o PAVEMENTS, BASE COURSE, FINISHING, AND ALL NECESSARY INCIDENTAL WORK. FURNISHING AND INSTALLING MC COLD MIX SHALL BE CONSIDERED INCIDENTAL TO THE CONSTRUCTION OF THE PROJECT. THE MAXIMUM PATCHING WIDTH IN TRENCH AREA WILL BE 5 FEET, EXCEPT AS BEYOND THIS RLEMITR ED BY C STANDARDS.ITY WILL BEDONE PTT PATCHING CONTRACTOR'S EXPENSE. TP - i Revised 6/84 0 - 1 SECTION 56 LAWN REMOVAL .AND REPLACEMENT 56.1.02 SOD REMOVAL AND REPLACEMENT (PARTIAL REPLACEMENT SECTION) EXISTING LAWNS SHALL BE RE-TURFED AFTER PROPER BACKFILLING AND SETTLING. THE CITY REPRESENTATIVE SHALL DETERMINE WHETHER THE SOD SHALL BE REPLACED WITH EXISTING SOD, NEW SOD, OR SEEDED. 56.5 PAYMENT (REPLACEMENT SECTION) SOD REMOVAL AND REPLACEMENT SHALL BE INCIDENTAL TO THE CONTRACT. 56.6 LANDSCAPE REPLACEMENT (SUPPLEMENTAL SECTION) 56.6.01 EXISTING LANDSCAPING, INCLT NG FENCES, ROCKERIES, PLANTINGS, BUSHES, TREES, ETC. SHALL BE RESTOREU TO ORIGINAL OR BETTER-THAN-ORIGINAL CONDITION. 56.6.02 MEASUREMENT AND PAYMENT (SUPPLEMENTAL SECTION) LANDSCAPE RESTORATION SHALL BE INCIDENTAL TO THE CONTRACT. TP - 8 Revised 6/84 SECTION 72 PIPE AND FITTINGS FOR WATER MAINS 72.1 DESCRIPTION (ADDITIONAL SECTION) ALL PIPE SIZES, AS SHOWN ON THE DRAWINGS AND AS SPECIFILD HEREIN, ARE IN REFERENCE TO "NOMINAL" DIAMETER, UNLESS OTHERWISE INDICATED. ALL PIPE SHALL BE FABRICATED 10 FIT THE PLAN SHOWN ON THE DRAWINGS. WHERE RELOCATION OF, OR REPLACEMENT OF, EXISTING PIPING IS NECESSARY DURING CONSTLJCTION, MATERIALS USED SHALL MATCH THE EXISTING, SUBJECT 10 THE APPROVAL OF THE CITY. 72.3.01 PIPE 72.3.01A DUCTILE IRON PIPE (PARTIAL REPLACEMLNT AND ADDITIONAL SECTION) 4" TO 12" PIPE SHALL BE 1/16" CEMENT LINED. THE PIPE JOINTS SHALL CONFORM TO SPECIFICATION A21.11-1980 (AWWA C111-80). PIPE JOINTS SHALL BE PUSH-ON JOINT , MECHANICAL JOINT, OR AS SHOWN ON THE PLANS. PIPE 16" AND LARGER CLASS SHALL BE AWWA THICKNESS CLASS 52. 72.3.02 FP 11NGS 72.3.02A DUCTILE IRON PIPE (ADDITIONAL SECTION) JOINTS FOR FITTINGS SHALL BE MECHANICAL JOINT AS PER ANSI SPECIFICATION A21.11-1980 (AWWA C111-80) OR FLANGED JOINT AS PER ANSI A21.15-1982 (AWWA C111-80) WITH RUBBER GASKETS. FITTING JOINTS ARE SHOWN ON THE PLANS. TP - 9 Revised 6/84 SECTION 73 TRENCH, EXCAVATION,. FOUNOATION, BEDDING AND BACKFILL FOR WATER MAINS 73 2 04 BANK RUN GRAVEL FOR TENCH BACKFILL (ADDITIONAL SECTION) TRENCH BACKFILL FOR THE PIPE SHALL CONSIST OF CRUSHED OR TTHLLCNT � AEUSOCET FROM SOURCES SELECTED BY THE OROR. AND QUALITY OFF THE MATERIAL SHALL BE SUBJECT 10 APPROVAL BY THE CITY. TRENCH BACKFILL SHALL MEET REQUIREMENTS FOR BANK RUN GRAVEL, CLASS "B", IN ACCORDANCE WITH SECTION 26 OF THE STANDARD SPECIFICATIONS. 73.3 EXCAVATION 73.3.01 GENERAL (ADDITIONAL SECTION) THE CITY SHALL HAVE COMPLETE CONTROL (,VER THE EXCAVATING, MOVING, PLACING, AND DISTRIBUTION OF ALL MATERIALS AND SHALL DETERMINE THE SUITABILITY OF MATERIAL TO BE USED AS BACKFILL. 73.3.06 EXISTING UTILITIES (ADDITIONAL SECTION) THERE ARE VARIOUS PLACES SHOWN ON THE CONSTRUCTION DRAWINGS WHERE THE NEW FACILITIES. A WATERLINE CONNECT EXISTING ALL ELEVATION AND LOCATION INFORMATION SHOWN IS CALCULATED FROM PRIOR CONSTRUCTION RECORDS WHICH ARE NOT ALWAYS ACCURATE. THEREFORE, ALL CROSSING OR CONNECTION LOCATPRIOR TOO MUST BE LAYING OFXCPIPEEDIN AND THELR y NEAR VICINITY CONTRACTOR OF THESE CROSSING/CONNECTIONS. 73.3.07 TRENCH EXCAVATION (ADDITIONAL SECTION) TEMPORARY DRAINS AND DRAINAGE DITCHES SHAM BE INSTALLED TO INTERCEPT OR DIRECT SURFACE WATER, WHICH MAY AFFECT THE PROMOTION OR CONDITION OF THE WORK. THE CHARACTER SHALL INFORM AND SATISFY HIMSELF AS TO THE CHARACTER, QUANTITY, AND DISTRIBUTION OF A'•.L MATERIALS 10 BE EXCAVATED. 73.3.07A ROCK EXCAVA11ON (ADDITIONAL SECTION) ANY SOLID ROCK EXCAVATION, EXTRA EXCAVATION, UNFORESEEN OBJECTS, OR UNSUITABLE MATERIALS ENCOUNTERED SHALL BE EXCAVATED BY THE CONTRACTOR AS DIRECTED BY THE CITY. 1P - 10 Revised 6/84 0- 73.3.09 REMOVAL AND REPLACEMENT OF UNSUITABLE MATERIAL (ADDITIONAL SECTION) ALL EXCESS OR UNSUITABLE MATERIAL SHALL BE DISPOSED OF AT A SITE APPROVED BY THE CITY. IN CASE UNSTABLE OR UNSUITABLE EXISTING MATERIAL IS ENCOUNTERED AT THE TRENCH BOTTOM, THI CITY MAY DIRECT THE USE OF SUITABLE FOUNDATION MATERIAL. UNSUITABLE MATERIALS SHALL BE EXCAVATED BY THE CONTRACTOR AS DIRECTED BY THE CITY TO GIVE BACKFILL FULL BEARING ON SOLID GROUND. OLD FILLS, WASTES, OR UNSUITABLE MATERIALS, INCLUDING LOGS, STUMPS, PEAT, OR MUCK, WILL BE EXCAVATED WHEN, IN JUDGEMENT OF THE CITY, THESE MATERIALS WILL IMPAIR THE STABILITY OF THE BACKFILL. WET TRENCH CONDITION WILL NOT NECESSARILY BE CONSIDERED AS AIJ INDICATION OF UNSTABLE CONDITIONS. FOUNDATION MATERIAL SHALL BE CLASS "A" OR "A"' THE TRENCH SHALL BE DE-WATERED AND INSPECTED BY THE CITY TO DETERMINE THE SUITABILITY OF THE TRENCH MATERIAL. 73.3.10 BEDDING THE PIPE 73.3.10A RIGID PIPE (ADDITIONAL SECTION) THE BOTTOM OF THE TRENCH MUST BE SHAPED 10 UNIFORMLY SUPPORT THE BOTTOM QUADRANT OF THE PIPE THROUGHOUT THE ENTIRE PIPE LENGTH. SELECT NATIVE MATERIAL MAY a USED FOR BEDDING OF DUCTILE IRON PIPE PROVIDED I1 CONFORMS TO SECTION 73.2.02A. 73.3.11 BACKFILLING TRENCHES (ADDITIONAL SECTION) TRENCH BACKFILL SHALT. BE IN ACCORDANCE WITH KING COUNTY STANDARDS. EXCAVATED MATERIALS THAT ARE FREE FROM MUD, MUCK, ORGANIC MATTER, BROKEN BITUMINOUS SURFACING, STONES LARGER THAN B INCHES IN DIMENSION, AND OTHER DEBRIS SHALL BE USED FOR BACKFILL EXCEPT WHERE OTHERWISE REWIRED. TP - 11 Revised 6/84 73.3.12 COMPACTION (ADDITIONAL SECTION) INITIAL BACKFILL SHALL BE PLACED AROUND THE PIPE IN LAYERS NOT EXCEEDING 8 INCHES 1N DEPTH, AND EACH LAYER SHALL BE THOROUGHLY r.OMPACTED BY MECHANICAL TAMPERS TO AT LEAST 95 PERCENT OF MAXIMUM DRY DENSITY AT OPTIMUM MOISTURE CONTENT AS DETERMINED BY STANDARD PROCTOR COMPACTION TEST, ASTM D698, METHOD D, ALL WORK RELATED TO THE TESTING OF THE COMPACTION, INCLUDING PROCTOR TESTS AND COMPACTION TESTS, SHALL BE TAKEN IN THE PIPE TRENCH AREAS. THE LOCATION OF THE TESTS SHALL BE SELECTED BY THE CITY; THE FIRST COMPACTION TEST AT EACH LOCATION SHALL BE PROVIDED GY THE CITY Al NO EXPENSE TO THE CONTRACTOR. SHOULD ONE OR MORE OF THESE TESTS FAIL TO MEET THE SPECIFICATIONS, ADDITIONAL TESTS WILL BE TAKEN AS REQUESTED BY THE CITY AT THE CONTRACTOR-S EXPF_NSE. INPLACE DENSITY DETERMINATION SHALL BE MADE IN ACCORDANCE WITH ASTM D1556, EXCEPT AS OTHERWISE APPROVED BY THE CITY. TESTING FOR COMPACTION IN THE IMPROVED AREAS SHALL BE IH ACCORDANCE WITH THE TESTING AS STATED IN THE PARAGRAPH ON INITIAL BACKFILL. WHEN WORKING IN EITHER THE CITY OR COUNTY RIGHT-OF-WAY, THE APPLICABLE AGENCY'S SPECIFICATIONS FOR COMPACTION SHALL BE FOLLOWED BY THE CONTRACTOR. 73.4 MEASUREMENT 73.4.03 BANK RUN GRAVEL FOR TRENCH BACKFILL (REPLACEMENT SECTION) MEASUREMENT OF "BANK RUN GRAVEL FOR TRENCH BACKFILL" SHALL BE BY THE TON, SCALE WEIGHTS. 73.5 PAYMENT 73.5.04 BANK RUN GRAVEL FOR TRENCH BACKFILL (REPLACEMENT SECTION) THE PRICE PER TON SHALL BE FULL COMPENSATION FOR FURNISHING AND PLACING THE MATERIAL AS OUTLINED IN SECTION 26.2.01 OF THE STANDARD SPECIFICATIONS. NO SEPARATE PAYMENT OF ANY KIND WILL BE MADE FOR COMPACTING, WETTING, DRYING, WATER, PROCESSING OR MATERIALS, OR REMOVAL OF UNSUITABLE SOILS. SHOULD THE CONTRACTOR EXCAVATE BELOW THE DESIGNATED LINES AND GRADES WITHOUT PRIOR APPROVAL, HE SHALL REPLACE SUCH EXCAVATION WI1H THE NATIVE MATERIAL OR IMPORTED BACKFILL, AS DIRECTED BY THE CITY AND AT THE CONTRACTOR"S EXPENSE. TP - 12 Revised 6/B4 IMPORCED BACKFILL SHALL BE PLACED ONLY IN THOSE PLACES DESIGNATED BY THE CITY. NO PAYMENT WILL BE MADE FOR MATERIALS REPLACED OUTSIDE OF THE VERTICAL PLANES, 1 FOCI OUTSIDE OF AND PARALLEL TO THE BARREL OF THE PIPE AND NOT THE BELL OR COLLAR. NO PAYMENT SHALL BE MADE FOR MATERIAL WHICH IS USED FOR PURPOSES OTHER THAN ThOSE DESIGNATED. 73.5.06 CRUSHED ROCK FOR TRENCH BACKFILL (SUPPLEMENTAL SECTION) SAME CONDITIONS AS 73.5.04. TP - 13 Revised 6/84 SECTION 74 PIPE INSTALLATION FOR WATER MAINS 74.1.01 ALIGNMENT (SUPPLEMENTAL SECTION) THE LOCATION OF THE WATER MAINS, VALVES AND FITTINGS, INCLUDING MODIFICATIONS, WILL BE STAKED BY THE CITY WHEN REQUESTED BY THE CONTRACTOR. PIPES SHALL BE LAID TO SPECIFIED GRADE AND ALIGNMENT. REPLACEMENT OF STAKES LOST OR DESTROYED SHALL BE MADE AT THE CONTRACTOR'S EXPENSE. 74.2 CONSTRUCTION 74.2.02 HANDLING OF PIPE (ADDITIONAL SECTION) JOINTING SHALL CONFORM TO THE MANUFACTURER'S RECOMMENDATIONS. THE OPEN ENDS OF PIPE AND FL, TLNGS SHALL BE PLUGGED WITH A TEMPORARY WATERTIGHT PLUG WHENEVER WORK IS STOPPED AND/OR WHEN WATER IN THE TRENCH THREATENS TO ENTER THE PIPE. THE INSPECTOR WILL. STOP WORK UNLESS AN APPROVED PLUS IS ON SITE AND AVAILABLE. 74.2.09 CONNECTIONS 74.2.09A TO EXISTING MAINS (ADDITIONAL SECTION) CONNECTIONS TO EXISTING PIPING AND TIE-INS ARE INDICATED ON THE DRAWINGS. THE CONTRACTOR MUST VERIFY ALL EXISTING PIPING, DIMENSIONS, AND ELEVATIONS TO ASSURE PROPER FIT. THE CONTRACTOR SHALL PROVIDE ALL MATERIALS NECESSARY TO INSTALL ALL CONNECTIONS AS INDICATED ON THE CONSTRUCTION DRAWINGS. THE CONTRACTOR SHALL PERFORM THE EXCAVATION, BEDDING, AND BACKFILL AND PROVIDE CONCRETE BLOCKING FOR THE CONNECTIONS I[) EXISTING MAINS. THE CITY WILL CUT THE EXISTING MAIN AND ASSEMBLE ALL MATE:RIAL.S. 74.2.11 HYDROSTATIC PRESSURE AND LEAKAGE TEST (REPLACEMENT SECTION) ALL WATER MAINS AND APPURTENANCES SHALL BE TESTED UNDER A HYDROSTATIC PRESSURE EQUAL TO 150 PSI IN EXCESS OF THAT UNDER WHICH THEY WILL OPERATE OR IN NO CASE SHALL THE TEST PRESSURE BE LESS THAN 200 PSI. ALL PUMPS, GAUGES PLUGS, SADDLES, CORPORATION STOPS, MISCELLANEOUS HOSE AND PIPING, AND OTHER EQUIPMENT NECESSARY FOR PERFORMING THE TEST SHALL BE FURNISHED AND OPERATED BY THE CONTRACTOR. TP - 14 Revised 6/84 0 -- THE PIPELINE SHALL dE BACKFILLED SUFFICIENTLY TO PREVENT MOVEMENT OF THE PIPE UNDER PRESSURE. ALL THRUST BLOCKS SHALL BE IN PLACE AND TIME ALLOWED FOR THE CONCRETE TO CURE BEFORE TESTING. WHERE PERMANENT BLOCKING IS NOT REWIRED, THE CONTRACTOR SHALL FURNISH AND INSTALL TEMPORARY BLOCKING AND REMOVE 1T AFTER TESTING. THE MAINS SHALL BE FILLED WITH WATER AND ALLOWED TO STAND UNDER PRESSURE FOR A MINIMUM OF 24 HOURS TO ALLOW THE EXCAPE OF AIR AND/OR 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 ASHEN SUFFICIENT QUANTITIES OF WATER ARE AVAILABLE FOR NORMAL SYSTEM OPERATION. BEFORE APPLYING THE SPECIFIED TEST PRESSURE, AIR SHAH BE EXPELLED COMPLETELY FROM THE PIPE, VALVES AND HYDRANTS. IF PERMANENT AIR VENTS ARE NOT LOCATED AT ALL HIGH POINTS, THE CONTRACTOR SMALL INSTALL CORPORATION COCKS AT SUCH POINTS SO THAT THE AIR CAN BE EXPELLED AS THE LINE IS FILLED WITH WATER. AFTER ALL THE AIR HAS BEEN EXPELLED, THE CORPORATION COCKS SHALL BE CLOSED AND THE TEST PRESSURE APPLIED. AT THE CONCLUSION OF THE PRESSURE TEST, THE CORPORATION COCKS SHALL BE REMOVED AND PLUGGED. THE TEST SHALL BE ACCOMPLISHED BY PUMPING THE MAIN UP TO THE REQUIRED PRESSURE; STOP THE PUMP FOR A MINIMUM OF 15 MINUTES UP TO A MAX'.MUM OF 60 MINUTES AS DIRECTED BY THE OWNER, AND THEN PUMP TIME MAIN UP TO THE TEST PRESSURE AGAIN. DURING THE TEST, THE SECTION BEING TESTED SHALL BE OBSERVED 10 DETECT ANY VISIBLE LEAKAGE. A CLEAN CONTAINER SHALL BE USED FOR HOLDING WATER FOR PUMPING UP PRESSURE ON THE MAIN BEING TESTED. THIS MAKEUP WATER SHALL BE STERILIZED BY THE ADDIIION OF CHLORINE TO A CONCENTRATION OF 50 MG/L. THE QUANTITY OF WATER REQUIRED TO RESTORE THE INITIAL HYDRO51A1IC PRESSURE SHALL BE ACCURATELY DETERMINED BY EITHER 1) PUMPING FROM AN OPEN CONTAINER OF SUITABLE SIZE SUCH THAT ACCURATE VOLUME MEASUREMENTS CAN BE MADE BY THE OWNER OR, 2) BY PUMPING THROUGH A POSITIVE DISPLACEMENT WATER METER WITH A SWEEP UNIT HAND REGISTERING ONE GALLON PER REVOLUTION. THE METER SHALL BE APPROVED BY THE OWNER. TP - 15 Revised 6/84 ACCF^ vdILIIY OF THE TEST WILL BE DETERMINED BY TWO FACTORS, AS FOLLOWS: 1. THE QUANTITY OF WATER LOST FROM THE MAIN SP".L NOT EXCEED THE NUMBER OF GALLONS PER HOUR AS LISTED IN THE FOLLOWING TABLE. _ ALLOWABLE LEAKAGE PER 1000 FT. OF PIPELINE• - flph Average Test Nominal Pipe Diamtere - In. Pressure-psi 6 8 10 12 16 20 24 450 0.95 1.27 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 2;5 0.75 1.00 1.24 1.49 1.99 2.49 2.99 250 0.71 0.95 1.19 1.42 1.90 2.37 2.85 0.68 0.90 1.13 1.35 1.80 2.25 2.70 0.64 0.85 1.06 1.28 1.70 2.12 2.55 IF THE PIPELINE UNDER TEST CONTAINS SECTIONS OF VARIOUS DIAMETERS, THE ALLOWABLE LEAKAGE WILL BE THE SUM OF THE COMPUTED LEAKAGE FOR EACH SIZE, OR, FOR THOSE DIAMETERS OR PRESSURES NOT LISTED BY THE FORMULA STATED IN SECTION 74.2.11 OF THE STANDARD SPECIFICATIONS. 2. THE LOSS IN PRESSURE SHAI L NOT EXCEED 1 PSI PER MINUTE DURING THE TEST PERIOD. GAUGES USED IN THE TEST MAY BE REQUIRED TO BE CERTIFIED FOR ACCURACY AT A LABORATORY BY THE OWNER. ANY VISIBLE LEAKAGE DETECTED SHAII BF CORRECTED BY THE CONTRACTOR TO THE SATISFACTION OF THE OWNER REGARDLESS OF THE ALLOWABLE LEAKAGE SPECIFIED ABOVE. SHOULD 1HE TEST SECTION FAIL TO MEET THE PRESSURE IEST SUCCESSFULLY AS SPECIFIED, THE CONTRACTOR SHALL, AT ITS OWN EXPENSE, LOCATE AND REPAIR THE DEFECTS AND THEN RETEST THE PIPELINE. ALL TESTS SHALL BE MADE WITH THE HYDRAN' AUXILIARY CATE VALVES OPEN AND PRESSURE AGAINST THE HYDRANT VALVE. AFTER THE TEST HAS BEEN COMPLETED, EACH GATE VALVE SHALL BE TESTED BY CLOSING EACH IN TURN AND RELlLVING THE PRESSURE BEYOND. THIS TEST OF THE GATE VALVE WILL BE ACCEPTABLE IF THERE IS NO IMMEDIATE LOSS OF PRESSURE ON THE GAUGE WHEN THE PRESSURE COMES AGAINST THE VALVE BEING CHECKED. THE CONTRACTOR SHALL VERIFY THAT THE PRESSURE DIFFERENTIAL ACROSS THE VALVE DOES NOT EXCEED THE RATED WORKING PRESSURE OF THE VALVE. TP - 16 Revised 6/84 SECTIONS TO BE TESTED SHALL NORMALLY BE LIMITED TO 1,500 FEET . THE OWNER MAY REQUIRE THAT THE FIRST SECTION OF PIPE, NOT LESS THAN 1,000 FEET IN LENGTH, INSTALLED BY EACH OF THE 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 HAVE BEEN TESTED SUCCESSFULLY. PRIOR TO CALLING OUT THE OWNER TO WITNESS THE PRESSURE [EST , THE CONTRACTOR SHALL HAVE ALL EQUL'MENT SET UP COMPLETELY READY FOR OPERATION AND SHALL HAVE SUCCESSFULLY PERFORMED THE TEST TO ASSURE THAT THE PIPE IS IN A SATISFACTORY CONDITION. DEFECTIVE MATERIAL OR WORKMANSHIP, DISCOVERED AS A RESULT OF HYDROSTATIC FIELD TEST, SHALL BE REPLACED BY THE CONTRACTOR AT ITS EXPENSE. WHENEVER IT IS NECESSARY TO REPLACE DEFECTIVE MATERIAL OR CORRECT THE WORKMANSHIP, THE HYDROSTATIC TEST SHALL BE RE-RUN AT THE CONTRACTOR'S EXPENSE UNTIL A SATISFACTORY TEST IS OBTAINED. 74.2.12 DISINFECTION OF WATER MAINS (PARTIAL REPLA;,`ENT SECTION) DISINFECTION OF THE NEW WATER SYSTEM SHALL BE REQUIRED PRIM TO COMPLETION OF THE PROJECT AND SHALL BE IN ACCORDANCE WITH AWWA STANDARD SPECIFICATIONS C601-81 AND SHALL MEET THE ACCEPTANCE OF THE STATE OF WASHINGTON DEPARTMENT OF SOCIAL AND HEALTH SERVICES. DISINFECTION OF THE ENTIRE WATER SYSTEM INSTALLED OR DISTURBED UNDER THIS CONTRACT, INCLUDING PIPE, PIPE FITTINGS, VALVES, AND APPURTENANCES, IS REQUIRED TO CONFORM WITH THE SPECIFICATIONS STATED HEREIN. 74.2.12B REQUIREMENT OF G0_ORINE (REPLACEMENT SECTION) THE INITIAL CONCENTRATION CF CHLORINE IN THE WATER SHALL BE 60 PARTS PER MILLION, AND THIS SOLUTION SHALL BE HELD FOR A PERIOD OF 24 HOURS. 74.2.12P DECHLORINATION (SUPPLEMENTAL SECTION) DECHLORINATION OF ALL WAitR USED FOh DISINFECTION SHALL BE ACCOMPLISHED IN ACCORDANCE WITH THE CITY'S STANDARD DETAIL INCLUDED IN THIS DOCUMENT. WATER CONTAINING CHLORINE RESIDUALS SHALL NOT BE DISPOSED INTO THE STORM DRAINAGE SYSTEM OR ANY WATERWAY. TP - 17 Revised 6/84 m__ 74.2.13 CONCRETE BLOCKING (ADDIIIONAL SECTION) PROVIDE CONCRETE BLOCKING AT ALL FITTINGS AND HORIZONTAL OR VERTICAL ANGLE DETAIL FOR GENERAL BLOCKING HEREIN CONFORM HEREIN AND HE T E O APWA STANDARD DETAILS FOR VERTICAL BLOCKS. ALL FITTINGS TO BF BLOCKED SHALL BE WRAPPED WITH 4-MIL POLYETHYLENE PLASIIC. CONCRETE BLOCKING SHALL, BE PROPERLY FORMED WITH PLYWOOD OR OTHER ACCEPTABLE FORMING MATERIALS AND SHALL NOT BE POURED AROUND JOINTS. THE FORMS SHALL BE RE REQUIRED, STRIPPED BE�INSSTALLED CWITH LTHE USE SHACKLE OF SHACKLE LUGS. ALL SHACKLE RODS SHALL BE GALVANIZED OR COATED WITH TWO COATS OF ASPHALT VARNISH. 74.4 PAYMENT THE PRICE PER LINEAL FOOT FOR INSTALLING THE DUCTILE IRON PIPE, OF COOMPENSATIONZEFORRDTHEANWATERALINE, IFNLTPLACETITUTE COMPLF T TE, INCLUDING: ALL PAVEMENT REMOVAL, FOUNDATION PREPARATION, PIPE, PIPE LAYING, AND JOINTING; SHEETING, SHORING, AND DE-WAND AINSTALLING CONNECTIONS ITI INGS EXISTING CONCRETE PIPING, BLOCKING FURNISHING BE MEASURED AND PAID FOR AT IKE UNIT PRICE PER CUBIC YARD. SHACKLE RODS SHALL BE MEASURED AND PAID FOR AT THE UNIT PRICE PER CUBIC YARD. SHACKLE RODS SHALL BE INCIDENTAL TO THE PROJECT. PAYMENT SHALL CONSTITUTE FULL COMPENSATION FOR FURNISHING ALL NECESSARY MATERIALS IN PLACE, COMPLETE. 74.4.02 PAYMENT - BLOW OFF ASSEMBLY (ADDITIONAL SECTION) IT SHOULD BE NOTED THAI THRRE ARE THREE TYPES OF BLOW-OFF ASSEMBLIES AND THEY ARE AS 10LLOWS. 1. TEMPORARY BLOW-OFF ASSEMBLIES THAT WILL BE REML.ED WHEN TIE-IN OCCURS. THESE WILL BE CONSIDERED INCIDENTAL TO IHE PROJECT. 2. TEMPORARY BLOW-OFF ASSEMBLIES THAT WILL REMAIN, WHICH WILL BE PAID PER EACH. 3. PEtHANENT BLOW-OFF ASSEMBLIES THA1 WILL REMAIN, SUCH AS THOSE AT THE END OF CUL-DE-SACS, ETC. WHICH WILL BE PAID PER EACH. 1P - i@ Revised 6/B4 74.5 PIPE JOINT BONDING 74.5.01 SCOPE THIS SECTION COVERS THE WORK NECESSARY TO FURNISH AND INSTALL BONDED PIPE JOINTS (ELECTRICALLY CONTINUOUS FROM ONE PIPE LENGTH TO ANOTHER) AND INSULATED PIPE JOINTS (ELECTRICALLY DISCONTINUOUS FROM ONE PIPE LENGTH TO ANOTHER). BONDED OR INSULATED PIPE JOINTS SHALL BE PROVIDED WHERE SHOWN ON THE PLANS. BONDED PIPE JOINTS MAY BE CONSTRUCTED IN TWO CONFIGURATIONS. 74.5.02 BONDED PIPE JOINT TYPE "A" OR TYPE "B" BONDS MAY BE PROVIDED AT THE CONTRACTOR'S OPTION. TYPE A TYPE A PIPE JOINT BONDS CONSIST OF 1/16" X 3/4" TYPE ASTM 8152-66 COPPER TERMINAL STRIPS WHICH ARE SHOP FUSED TO THE BELL AND PLAIN END OF ALL PIPES BEFORE PIPE INSTALLATION. THE TWO TERMINAL STRIPS ARE CONNECTED IN THE FIELD AFTER THE PIPE JOINT HAS BEEN MADE WITH A 3/4" COPPER JUMP STRIP AND SILICON BRONZE BOLTS. THE TERMINAL STRIPS AND JUMP STRIPS SHALL BE EQUAL TO U.S. PIPE ELECTROBOND. TYPE B TYPE B PIPE JOINT BONDS CONSIST OF 1/16" X 3/4" TYPE ASTM B152-66 COPPER TERMINAL STRIPS OR lit AWG TYPE TW COPPER WIRE THAT IS FIELD FUSED TO THE BELL AND PLAIN END OF ALL PIPES BY THE THERMITE WELD PROCESS. THE ELECTRICAL CONNECTION OF THE JUMPER TO THE PIPELINE (PIPELINE MAY BE DWTIL.E IRON, STEEL OR CAST IRON AS SHOWN ON THE PLANS) SHALL BE ACCOMPLISHED BY THERMITE WELDING TO AN AREA OF THE PIPE THAT HAS BEEN CLEANED OF ALL PROTECTIVE COATINGS. AT THE CONNECTION POINT AN AREA (APPROXIMATELY 2" SQUARE) SHALL BE CLEANED OF ALL INSULATION AND COATING, AND A FILE USED 10 ABRADE THE METAL AND EXPOSE A BRIGHT METAL SURFACE, THE WIRE BONO SHALL BE MADE IN THE CENTER OF THE CLEANED AREA WITH THERMITE EXOTHERMIC WELD CAPS EQUAL TO RYSTON LABORATORIES OR PHILLIPS PETROLEUM. IP - 19 Revised 6/84 74.5.03 BONDED PIPE COATJNGS ALL ABRADED OR DAMAGED AREAS SHALL BE COATED AFTER THE WELD SITE HAS COOLED OR THE BOLTED JOINT HAS BEEN MADE TO PROVIDE A PERMANENT CORROSION PROOF COVERING OVER THE PIPE AND EXPOSED WIRE END. THE COATING SHALL BE EQUAL TO TNEMEC 46H-413 COAL TAR EPOSYT AND SHALL BE BRUSHED ON TO A MINIMLMI DRY FILM THICKNESS OF 20 MILS. SPECIAL CARE SHALL BE TAKEN TO ENSURE COMPLEIE COATING COVERAGE OF ALL HARD TO REACH AREAS. 74.5.04 SERVICE INSULATORS ALL WATER SERVICE LINES INSTALLED ON PIPELINES THAT ARE EQUIPSERVICED WITH INSULATORS PIPE EQUAL JOINTS FORD METERS CORPORATION COMPANY SERVICE INSULATORS. 74.5.05 INSULATED PIPE JOINT INSULATED PIPE JOINTS SHALL BE PROVIDED hHF'IEVER NEW PIPELINES ARE CONNECTED TO EXISTING PIPELINES AND AT THE INTERVALS SHOWN ON THE PLANS. INSULATED JOINTS SHALL HE ELECTRICALLY DISCONTINUOUS FROM ONE PIPE LFNGTH TO ANOTHER, AND SHALL BE IN CONFORMANCE WITH AWWA C11-7, C11-8. 74.5.06 PAYMENT THE COST OF BONDED OR INSULATED PIPE JO1N1 SHALL BE INCIDENTAL TO THE PIPELINE COSTS 74.6 CATHODIC PROTECTION TEST 74.6.01 SCOPE THIS SECTION COVERS THE WORK NECESSARY TO FURNISH AND INSTALL A COMPLETE CATHODIC PROTECTION TEST STATION. TP - 20 Revised 6/84 74.6.02 GENERAL -CATHODIC PROTECTION TEST STATIONS ARE USED TO PROVIDE A MEANS OF MEASURING THE CONDITION OF A BURIED METALLIC PIPELINE WITHOUT EXPOSING OR EXCAVATING THE PIPE. THE TEST STATION CONSISTS OF WIRES WHICH ARE BONDED TO THE PIPE AND TERMINATED IN A FLUSH-TO-GRADE ENCLOSURE WITH A REMOVABLE COVER, SO THAT ACCESS TO THE WIRES IS EASILY ACCOMPLISHED. THREE TYPES OF TEST STATIONS MAY BE USED ON THIS PROJECT, AS IDENTIFIED ON THE PROJECT PLANS: TYPE T: USED ONPIPELINES WITH BONDED JOINTS (ELECTRICALLY CONTINUOUS) TYPE I: USED ON PIPELINES WITH INSULATED JOINTS (ELECTRICALLY DISCONTINUOUS) TYPE F: USED WHERE TWO PIPELINES CROSS OR ARE IN CLOSE PROXIMITY TO EACH OTHER THE THREE TYPES OF TEST STATIONS ARE DETAILED IN THE CITY OF RENTON - WATER STANDARD DETAIL ENTITLED "CATHODIC PROTECTION FLUSH MOUNTED TEST STATIONS." 74.6.03 LOCATION THE LOCATION AND 1YPF OF TEST STATION TO BE USED ON THIS PROJECT IS IDENTIFIED ON THE PROJECT PLANS. WHERE THE TEST STATION LOCATIONS ARE ACCURATELY DIMENSIONED, THE CONTRACTOR SHALL LOCATE THE STATIONS AT THESE LOCATIONS. WHERE THE TEST STATION LOCATIONS ARE NOT ACCURATELY DIMENSIONED OR ARE DIAGRAMMATIC IN NATURE, THE CITY RESERVES THE RIGHT 10 IDENTIFY LOCATIONS IN THE FIELD. WHERE THE CITY DOES NOT LOCATE THE TEST STATIONS, THE CONTTRACTOR SHALL DO SO AND SHALL LOCATE THE STATIONS SUCH THAT THE TERMINAL BOXES ARE NOT UNSIGHTLY, OR A PUBLIC NUISANCE, OR IN A LOCATION WHERE THE TEST STATION'S USEFUL LIFE MAY BE REDUCED. TP - 21 Revised 6184 /n 6.04 WIRE THE WIRES FROM THE BURIED PIPELINE TO THE TERMINAL BLOCK SHALL BE TYPE TW STRANDED COPPER 12 AWG. THE WIRES SHALL BE DIRECT BURIED AND SHALL IN ALL CASES BE AT LEAST 240 BELOW FINISHED FRAC` (EXCEPT IN THE TERMINAL BLOCK RISER PIPE). THE WIRE SHALL BE INSTALLED WITH A 6" DIAMETER LOOP AT BOTH ENDS TO PREVENT EARTH SETTLING FROM STRAINING THE CONNECTION JOINTS. INSULATION COLORS SHALL BE AS FOLLOWS: 1. RENTON BONDED PIPE (TYPE T) - WHITE 2. RENTON INSULATED PIPE (TYPE I) _ WHITE BLACK (BONDEDEDD SIDE) 3. FOREIGN PIPE (TYPE F) - BLUE 4. ZINC ELECTRODE - YELLOW 74.6.05 WIRE TERMINATIONS THE ELECTRICAL CONNECTION OF THE WIRES TO THE PIPELINE (PIPELINE MAY BE DUCTILE IRON, STEEL OR CAST IRON Ai SHOWN ON THE PLANS) SHALL BE ACCOMPLISHED BY THERMITE WELL-ING TO AN AREA OF THE PIPE THAT HAS BEEN CLEANED OF ALL PROTECTIVE COATINGS. AT THE CONNECTION POINT AN AREA (APPROXIMATELY 2" SQUARE) SHALL BE CLEANED OF ALL INSULATION AND COATING, ANT' A FILE USED TO ABRADE THE METAL AND EXPOSE A BRIGHT METAL SURFACE. THE WIRE BOND SHALL BE MADE IN THE CENTER OF THE CLEANED AREA WITH THERMITE EXOTHERMIC WELD CAPS EQUAL TO ROYSTON LABORATORIES OR PHILLIPS PETROLEUM. ALL ABRADED OR DAMAGED AREAS SHALL BE COATED AFTER THE WELD SITE HAS COOLED TO PROVIDE A PERMANENT CORROSION PRVIF COVERING OVER THE PIPE AND EXPOSED WIRE END. THE COAT. 'I SHALL BE EQUAL TO TNEMEC 46H-413 COAL TAR EPDXY AND SHALL BE BRUSHED ON TO A MINIMUM DRY FILM THICKNESS OF 20 MILS. SPECIAL CARE SHALL BE TAKEN TO ENSURE COMPLETE COATING COVERAGE OF ALL HARD TO REACH AREAS. AT THE CONTRACTOR'S OPTION, THE WIRE ENDS MAY BE ATTACHED TO THE COPPER JUMP STRIP AT THE BOLT JOINT ON BONDED PIPES, IN LIEU OF THE THERMITE WELD PROCESS. THE WIRE SHALL BE TERMINATED IN A RING-TONGUE LUG AND THE LUG BOLTED WITH THE JUMP STRIP. COAT THE JUMP STRIP AND THE BOND JOINT AS SPECIFIED ABOVE. THE ELECTRICAL CONNECTION OF THE WIRES 10 THE TEST STATION TERMINAL BLOCK SHALL BE WITH CRIMP-ON SPADE LUG TERMINALS, SOFT SOLDERED TO THE TERMINAL BLOCK BEFORE BOLT TIGHTENING. TP - 22 Revised 6/84 74.6.06 FLUSH TEST STATIONS THE TEST STATIONS SHALL BE LOCATED AS SHOWN ON THE DRAWINGS AND SPECIFIED HEREIN AND SHALL CONSIST OF A STANDARD 24" LONG VALVE BOS (EQUAL TO OLYMPIC TYPE B) THAT IS SET TO [MADE IN A CAST IN PLACE CONCRETE SLAB THAT IS 6" thick and 18" SQUARE. THE VALVE BOX SHALL BE BACKFILLED WITH PEA GRAVEL, AND SHALL BE FILLED INTERNALLY WITH PEA GRAVEL, TO WITHIN 6" OF THE TOP OF THE VALVE BOX. THE TERMINAL BLOCK SHALL BE PLACED INSIDE THE BOX ON THE GRAVEL SURFACE, AND THE TEST WIRES SHALL EXTEND FROM THE TERMINAL BLOCK THROUGH THE GRAVEL INSIDE THE VALVE BOX BELOW THE VALVE BOX TO THE PIPELINE. THE BOX SHALL BE EQUIPPED WITH A CAST IRON LID MARKED "WATER" THAT WILL EXPOSE. THE TERMINAL BLOCK WHEN REMOVED. THE TERMINAL BLOCK SHALL HAVE LUGS FOR THE CONNECTION OF FIVE SEPARATE WIRES, AND SHALL HAVE A PLASTIC BODY RATED FOR 600 VOLTS ISOLATION AND NICKEL-PLATED BRASS STUDS AND NUTS. THE CONCRETE FOR THE PAD SHALL CONFORM TO ASTM C150 TYPE II AND SHALL BE FORMED OF NEW WOOD AND BE TROWELED SMOOTH AFTER CONCRETE PLACEMENT. VALVE MARKER POSTS SHALL BE PROVIDED AT ALL TEST STATIONS AS DETAILED IN THE RENTON STANDARD DETAILS WITH THE. WORDS "CATHODIC TEST STATION" STENCILED IN BLACK ON THE POST. 74.6.07 ZINC REFERENCE ELECTRODES A ZINC REFERENCE ELECTRODE SHALL BE INSTAL!.ED AT EACH TEST STATION AND CONFORM TO ASTM B418-73 TYPE II. THE ELECTRODE SHALL BE 2.5" X 2.511 X 1011 AND SHALL BE CONNECTED BY #12 AWG TYPE TW STRANDED COPPER WIRE WITH YELLOW INSULATION TO THE TERMINAL BLOCK IN THE TEST STATION. THE ELECTRODE SHALL BE PLACED 18" FROM THE FIPELINE OPPOSITE IHE TEST STATION CONNECTION AT THE SPRING LINE OF THE PIPELINE. BACKFILL THE ELECTRODE IN A MIXTURE OF 50% GYPSUM AND 50% BENTONITE CLAY (COMPLETELY SURROUNDING THE ELECTRODE). 74.6.08 PAYMENT THE COST OF THE TEST STATIONS SHALL BE PER EACH. TP - 23 Revised 6/84 SECTION 75 VALVES FOR WATER MAINS 75.2.03 GATE VALVES (ADDITIONAL SECTION) VALVES SHALL BE DESIGNED FOR A MINIMUM W� OPERATING PRESSURE OF 200 PSI. GATE VALVES SHALL BE joriA LIST 14, MUELLER COMPANY NO. A-2380, PACIFIC STATES, U.S. METROPOLITAN, KENNEDY, OR M & H. APPROVAL OF VALVES OTHER THAN MODELS SPECIFIED SHALL BE OBTAINED PRIOR TO BID OPENING. ALL GATE VALVES LESS THAN 12" IN DIAMETER SHALL INCLUDE AN 8" X 24" CAST IRON GATE VALVE BOX AND 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 1" BYPASS INSTALLATION. 75.2.06 VALVE BOXES (PARTIAL REPLACEMENT SECTION) Al . VALVES SHALL. HAVE VALVE BOXES AND EXTENSIONS AND VALVE MARKERS WITH DISTANCES CLEARLY MARKED IN ACCORDANCE WITH THE STANDARD DETAIL TITLED, "GENERAL MISCELLANEOUS DETAILS", WHICH IS INCLUDED IN THIS DOCUMENT . 75.3 LNSTALL.ATION OF VALVES (ADDITIONAL SECTION) VALVES SHALL BE INSTALLED IN THE PIPELINE. ALL VAULTS SHALL BE SET PLUMB ON A COMPACTED GRAVEL FOUNDATION. THE VALVE OPERATING NUT SHALL BE OFFSET 3" FROM THE CENTERLINE OF THE VAULT AS SHOWN IN THE STANDARD DETAIL. 75.4 PAYMENT (REPLACEMENT SECTION) THE GATE VALVE ASSEMBLIES OF THE SIZE LISTED SHALL E MEASURED AND PAID FOR AT THE APPLICABLE UNIT PRICE PER EACH, IN PLACE, COK-LETE, WHICH SHALL CONSTITUTE FULL COMPENSATION FOR VALVE, VAULT, AND ALL OTHER NECESSARY ACCESSORIES FOR A COMPLETE INSTALLATION. HYDRANT AUXILIARY VALVES WILL BE PAID FOR UNDER FIRE HYDRANT ASSEMBLIES. TP - 24 Revised 6/84 SECTION 77 FIRE HYDRANTS 77.2 MATERIALS 77.2.01 MATERIALS FOR HYDRANTS (REPLACEMENT SECTION) MATERIALS COMPRISING THE FIRE HYDRANT ASSEMBLY SHALL RE O THE WATERSTANDARD DETAILS (SSATTACHDETALS). FI HYDRANTS SHALL BE COREY TYPE (OPENING WITH THE PRESSURE) CONFORMING TO AWWA C-504-80 WITH A 6-INCH INLET AND A M.V.O. OF 5 INCHES, TWO 2-1/2 INCH HOSE NOZZLES WITH NATIONAL SIANDARD 7-1/2 THREADS PER INCH AND ONE 4-INCH PUMPER NOZZLE WITH 1HE NEW SEATTL.E PATTERN 6 THREADS PER INCH, 60 DEGREES V. THREADS, O.D. THREAD 4.875 AND ROOT DIAMETER 4,6263, 1-1/4 INCH PENTAGON OPERATING NUT BY TURNING COUNTER CLOCKWISE (LEFT). FIRE HYDRANTS SHALL BE IOWA, PACIFIC STATES OR APPROVED EQUAL. APPROVAL MUST BE OBTAINED PRIOR TO BID OPENING. 77.2.02 END CONNECTIONS (ADOIIIUNAL SECTION) HYDRANTS SHALL BE CONS RUCTED WITH MECHANICAL JOIN1 CONNECTION UNLESS OTHERWISE SPECIFIED IN BID PROPOSAL DESCRIPTION. 77.2.06 SIDEWALK LANGE CONSTRUCTION (ADDITIONAL SECTION) FIRE HYDRANTS SHALL BE OF TRAFFIC TYPE WITH BREAK-FLANGE CONNECTION AND PROVISIONS SHAIL BE MADE FOR DRAINAGE OF BARREL TO PROTECT UNITS FROM FREEZING. 77.3 CONSTRUCTION DETAILS 77.3.01 SETTING HYDRANTS (ADDITIONAL SECTION) HYDRANTS SHALL BE INSTALLED IN ACCORDANCE WITH AWWH 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 STANDARD DETAIL. UPON COMPLETION OF THE PROJECT, ALL FIRE HYDRANTS SHALL BE PAINTED TO THE CITY OF RENTON SPECIFICATIONS AND GUARD POSTS PAINTED WHITE. FIRE HYDRANTS SMALL BE OF SUCH LENGTH AS TO BE SUITABLE FOR INSTALLATION WITH CONNECTIONS 10 6" , 8", A.' '' ID" PIPING IN TRENCHES 3-1/2 FEET DEEP UNLESS OTHL-(WISE SPECIFIED. THE HYDRANT SHALL BE FOR A 4-1/2 F001 BURY FUR 12" AND LARGER PIPE UNLESS OTHERWISE NOTED ON THE PLAN. TP - 25 Revised 6/84 71.3.02 HYDRANT CONNECTIONS (ADDITIONAL SECTION) FIRE HYDRANT ASSEMBLY SHALL INCLUDE C.I. TEE (MJ X FL), 6" GATE VALVE (FL X MJ), 6' C.I. SPOOL (PE X PE), 5" M.V.O. FIRE HYDRANT (MJ CONNECTION), 8" X 24" CONCRETE GUARD VALVE BOX, AND 3/4 INCH SHACKLE ROD WITH ACCESSORIES AND TWO CONCRETE GUARD POSTS. PAINT SHACKLE RODS AS SPECIFIED IN SECTION 74.2.13. 77.5 PAYMENT (REPLACEMENT SECTION) FIRE HYDRANT ASSEMBLIES SHALL BE PAID FOR AT THE APPLICABLE UNIT PRICE PER EACH ASSEMBLY, IN PLACE, WHICH SHALL CONSTITUTE FULL COMPENSATION FOR THE TEE, VALVE, VALVE BOX, NIPPLE, HYDRANT, SHACKLING, BLOCKING, BRACING, AND ALL OTHER ACCESSORIES NECESSARY FOR A COMPLETE INSTALLATION. TP - 26 Revised 6/84 SECTION 78 SERVICE CONNECTIONS (SUPPLEMENTAL SECTION) 78.1 GENERAL WATER SERVICES SHALL BE PER STANDARD "DETAIL FOR 3/4" AND 1" WATER SERVICES" AND PER STANDARD DETAIL FOR "SERVICE CONNECTION DETAIL TO EXISTING SERVICE." 78.3 CONSTRUCTION (SUPPLEMENTAL SECTION) SERVICE LINE CONNECTION TO THE NEW WAIN WILL CONFORM TO THE STANDARD SPECIFICIATIONS OF THE CITY OF RENTON BOUND HEREIN AS APPLICABLE. THE ENGINEER WILL INDICATE THE LOCATION FOR THE TAPS ON THE NEW MAIN FOR EACH SERVICE TO BE CONNECTED. THE CONTRACTOR WILL DIRECT TAP MAIN FOR 3/4 OR 1" SERVICE. THE CONTRACTOR WILL USE COPPER TUBING FOR 3/4 OR 1" SERVICES. TYPE I CONNECTIONS TO EXISTING COPPER SERVICES WILL BE MADE WITH A FLARE TYPE, THREE PART UNION COUPLINGS. TYPE II WHERE EXISTING GALVANIZED SERVICES EXIST, THEY SHALL BE REPLACED WITH A NEW COPPER PIPE SERVICE TO THE PROPERTY LINE. (METERS SHALL BE LOCATED IN PLANTER STRIP BETWEEN SIDEWALK AND CURB.) TYPE III WHERE FUTURE STUB SERVICES SHALL BE INSTALLED, THEY SHALL BE INSTALLED AS ABOVE, TO THE PROPERTY LINE WITH A METER BOX (LESS 3/4 METER). A SOLID CORE THREADED SPACED THE LENGTH OF A METER SHALL BE INSTALLED IN PLACE OF THE METER. TP - 27 Revised 6/84 STANDARD DRAWINGS rin IPr{AYT CAPPED POST, )' ROLID nIxINC(O CN(nll ONNO.11 {'- Ldt. IDWL TO O[xTOW CM(14T[ rt1110"cls 10 It IIISTKL WIES DIRECTED 1X141 WM TWO CUTS rutuYLa Y[ run / ND. 41-114. wl...n1P, W OPMoIED / T •' �� IOWL f _ 1 � cuunn X� i I Xon \ �IIIELSNI Nn1 Lau 1 Y•, yl 1 / YDIIIIO)Ww[E Ir[Dunn a Nf Luftr:i., C.I.In IIL MALL I n dIP1(11 \ � L0 IM{"L.YINS. 1 LIIYL rosT PLAN ELEVATION FIRE HYDRANT GUARD POSTS IX \ ;A Ic-EEP ILIEWC1 \ .tout t %T T S Arl .0 IQLPL It IwL+-Lno n LMPY. rulrrt LTn[s VET I, ' .m t0. TIN 1 0, a uPEIY(D • / tOMI. 6"nO1M¢I4 Jo1XT m(Tl YIlI NS II SO" l YTMO MI XIML. 1YI t{' N)I tpglLt» (II OT %1 TKMAIO Mo YIDS. L' AOSWKPI Sr f011"10R W. TIES Of {1111LF ToLw i t H' W II C W(4T Iu M. (In OVOWT hIrm TO n Xb...41- 1k, NTE AIII t1 YELLOW rn APPROWY[ Xu4T Yo. L)-111, IXl[IUXTI OFu YELLOW M IJYIIOYFp [pWt- OE MX ROU CUT I,Wi tU I[TIOY ;, Tp 1.11 ROAW.. 1 •.oMMI I11Lx110y 1N-run uSl Illp PILL" Wl. n NEW 9 1 tOML TO Art.r4Y[ to_ = STMOMD I"10X LH110 WIN Lil LL LOWLY NSI SICIION. LLNLTY 1 C 10 LOT (OPENS" 615CI IL tafun uxu.c NtRnt nNY _4f11nP nt, PITw l"rtµc[ slp[ WTL[T t[nl C.C.fro[ ��• SQLIAL TO Ni to. S-2380�16 NI NEW NfA IN E.1"Soto, \ C'GST IOOP PIPE, CLASS))N MKTIL[1 CY.Ci. r11YI1EW Y4P(0 INOY PIPE. (LASS S), nRPI tlnL L:NTII }, YLnL XASSIN If"MO TO TIT. TWO 11"AIIL T1[ YH, LIMP STAINED N 1"NONE,I011 TO SIT 1 NUY { JJI FIRE HYDRANT ASSEMBLY FILL FIRE HYDRANT LOCATION IN CUT OR FILL 1 WATER STANDARD DETAIL CITY OF RENTON NOT TO . ALI DEPARTMENT OF PUBLIC WORKS WANWANr,.N80 GEI._RAL MISCELLANEOUS {, _TAILS VALVE OPERATING NUT EXTENSION DETAIL 1p mvL ttxcTH SEE DETAIL F� 1 v.' m.. 1/6-N,x. TNutnnS. weNyA- 1' N[TAL STIXL L[NiTH AS REDWNEC. 11I•PIN. THICKNESS. IkiI^MUT10N NUT LYTEN:IPL NOTE 31, SET S[Rt., EYTENSINS w REQUIMn WIN TK VALVE MO I NON[ THAN TWEE (0) FEET I[LPI FINISHED W.OL. [IT[NSIMS ANC TO II A NINIAAI OF CNt 11) FCOi LOK, OtV ONE [VTFNSIU TO : 1/4 INSIDE KISLAEstH'. It USED MR VALVE. lrc' 0[hin. IIDT[:OF Ml EYTtNS1AR ul TO N 11A01 11,10 COATSsOF C ED RMNOTED. l ELASIlt (ATM KEEP) GENERAL NOTES THAT AS w AIMMEoy(WEii�S"ATIgE MINT CO. SHOULD BE ON ALL WATER PLAN SETS SENT AA: NOTES 1. All wort Mtort.)4 sill M In Conlo.HlncF.ltn till tlAnliMS IM"AllfiG- VALVE MARKER POST ionwn'li:na 11.1&Ittifl.t.tolni Y • L Aw u" IAtnt aluM or eM ELEVATIONS t. All loutmnl of f.ltt Vp utilities SHED.w Aopronpto and It tin As tins cmt•rtla•'S n,tint IN111tY t0 Wrlly tM t•W M6 oerrftt 1KNIM to At to .vole d.,o,0111~0 J. All xte•roln p1K to M c~t 1'. Ni iron plq cpnfKeinq to M51 Sol, ,A-21-51.1076 0• I.itlt m n lli - tMCNM p tI Clf Si. CMMt irq• Ilnnq Re ssI {..lily till cMfp•N to ANSI A-L1.41.or Lien i \ vim Joint$ to As WtN-M o•NKAni Joint, MOOi"to M(last C. g. All Ilttlngl to M tilt IM1n, i~t 11'"i C1as IN' 'I"' otMM1p. ,,Rini on 41w110 cMf6vut" Le ANSI Smir A•11-'13,4 Y, ANSI A-E1.11.11T1 or Lent re"", A,I fitting Joints to M Ytunlul Joint M fbnlA.. . F1.".4 joint, ,ill se 0,111f6 In ac.fMK.with ANSI I IS.I .M till M IFS tp tNpgygUon,Mlfn gtMM1LN 1pKi11.!on bMing. S. All WL., in 10 1,M,uE.11.1 u Y"tol.A.4M..Covr of M {ntMf blion 1J."ii g•.N.. All ptM Yin 1E tint"A- I.Igo•sill M Al .wl~of AN Inc-1 bellow finish Sane. ILors.till{,.Mflict,K<lP. Now Mint M. 0 M '.Hwo.to 0N1. 6. ,II No sill W pnuyre dish M.6b Inflict" to Clor nsb-I in ASningtv tM rms"t Al l I p o4 tins City of o11.,.tow"sill"done in tit pMlMcttof A 1•Mre- wililvnl. tll fMUtivf Of lM city of Mnton. A [t1m pep,si 1.1.11.nN tMnlY-Iwr WyI-tic.wll AN"Ab iM p•to• to lurtinq All Fmn•nV M. L It 1M11 As ItscmbKu•',M{PNt1p11lty to{Kure.II MfeaMy P.W1n Wio•to lurtinq eMlervcilM. vkvt MMEI MQf1 g. Imull.11on.f tovWnte Isom, to,uMca, liM, .W Not" 10 6f shot, R(R POST SNAIL It A NNTfh tWKTE .clPplilMO by tM city of ww1 PRONAKYS .E 0 Am Y o 10K)O,OAR vt 10, All Ce.Mttion to..sting Mini u AN RcaMllme.01 tM bsyNAMIN or MnIM. HINT MHALLA t PRINTED OaH ,Ell ON) AS All mist.1l.1 a<A]alM An.-tfri.11 to M 1.111M on tit tM4.clvr AM M. ON SNCIFIttl NV TK MESERUTIVE MINT M m-t14 prto• 10 CI(y-t111u11M. APPROVED ED WIL. TWA POST SHALL 11 SET AT i 11. llin im will M N •MMM.11"I"N NY A AM.bf of tM City of AM1M 110" ANG11%TO THE RLUpw11 r*ON l.E VALVE I tMl AN tM tmtlslw I Mlmolibll,q to Ali too Utility Mini.! AND SHALL K SITUATED IN A Sat ARE■EAIMA J. Non," to UwnM.f MctlIIIiM.11 <.nttivcUM. MLE MPIC1 LOCATIN. DISTANCE TO THE VALVE IHUL K KA7L1 STENCILED 01 THE 1E. CMpri to.Mylgt PIWI sM tPO.nry.l.w-Iff ANMNAl1.l fM tall., VMT WITH TIRO INCH INIMMS WITH Mir 043-102 .n.Ain't,aIbi pio• to nnp tlf-In. (BALK)AS WHIR E011 0115II07IVE MINT CO. 0 APPROVED[VAL. to., IIIO WATER STANDARD DETAIL CITY OF RENTON DEPARTMENT OF PIIBLIC WORKS FC�ONCRETETE BLOCKING SIZI xROCEDURE.1 .fonnn p.1M to-~WINVA..I I..Y, toff. ./Y Y1M• Tothof trot•le ANp 1M J...I .fr.•.IN. 1•.Ir. 1.in Nwroot el N„w•n MIY r•t M•r WInt tM.I"«tn 1. f•w/pr tll•1•iM IM tnmt tM pot•M..'M too.or tM NI I N pl�M InTYbCAP 1. Too NNXI rrN.Yn I. I.,MnNnuL er eaM•ra tMwa«Ir. p LE{" KRD x. N•II•a el tM IMgt AEN.oo,'N At" n A, W. tMn In IM ben rr«tM(fw//...1. IO too Il.n ). TM tirW Slot.MriM I- 1.Mr«Iwnlr n[IMllrlbr. {. TM font,...GINYIn1.MII M•<Nr Yw GNtill«tlse 74'x.i1. <t p L. xtlMas ���•••---���''' j tl •1,.1 01•Nnr of tko In foot - T -TJrwt In b Lo •a tM(1«IM 11N 1. 1) ryLJl_ - th•f•1•yrinp InN In rpNMJM. /L hYl•x) \ n YOH el T.«cn In b•a V ..utn or TrooN 1n Ya . •In•oI teninN Mitn M[Wr pE•IMt tM)IY of tM lr•n[n w •M•1Mn NI)I,t er tM Tnnwt IINN In".; 46•KKD \�J 0< •apt,.of ..A ofnt•Tnrwt a"fo TootIM Wt. In root I y, MnIM .•Man o1 eM TNIgI IINN In INt 00,010 smut TILE - V x n _•/ � T I.I fV� R 111. BEND 90• B D EN o. C,L...11o, [OUATIwf Tn.wt Un pwM<� 1 1. M«N [oMnt. ul • i1T; ,,,M 5 ,n w N. . . •SIC FIGURE t Ion.of nfnce 1.1,. ,-X t. Roolw want er lnrv•t IIOA (Iwl----T-- 7 Irun e'note,. J.rf...IID•..N• ROTE FOR CO BENDS BLOCKING, Y er not In a•d - T bEE 4PWA WA STANDARD PLAN N0.li ). Mtn of[oo[n..TnrvN IINN• • " TABLE I {. rrlw Callen oflnrvpt Woo141 •iG ). Inl a.o enos ...... IX own bIVIM...nit ar ta ,... u. r/.1•lX L1M ' a-1/.Oct.D1 9 ' HTo I MIU)Ix•1 tllllnC. ^ III Eo t. ,iwu r' lao Luo l.000 1,{u e)t A)0 1. nNlw.. O.I.Nait..f eM Nfofof of coat..[•r.00lr.e n IINN •.. )pp ),Ieo s.)ro x,910 1�ro 1fD i3D'!en< •n oo W.t. 1,rL.,Mln: the Mr..l a .... I.r«.fr. Ix.000 {.110 ).)10 1,100 In tM pI n•. 11 M 1]NI W 'AA..O okoiw. In too eroo IMI• 6" )00 B,5o0 _ «N<uM•M p«.I. Y' )00 IS.IOO 11,IG0 ILSSC S.ItG 1.010 10' x15 xl,u0 )O.Iro 16 s.0 e,VO Ad)D i. te�y_: 12" 2)0 )ldP .B.ODO 25.550 q,xiD 6dN` . Ix _ A6,10 {5..IMn INII.I 11.1 ISO TNI. I) )0 . . Y 1e.0)0 S ,IY al«..r.1/ 0.•9.05 In. 9.05/1 ],uD t0 l.el• 1: 1M ..IIInI I-"N 100 NI,of.N aMt It" us A5,15a P,ODO )..t10 11.65C ),050 tM .0;,L M•90' Ifnp it xl,J{O fwMl. 9.Ie0 Le m W.:: T.N.1 pro .......N...of 1we fe• .me IP i00 SO.SOD A.000 )/,9A0 1 IO.Ib .M I,..el: ),000 pt./.•� ft. I6^ xm 61.eY ee.IDD Ae.DeD H,)xD Ix,560 Go ao I;". 1: (-I.. 1 inpl utq 1"Nll lien of aM tone,.,. xe„ IO] )0\(IC 11/.9IJ 69.x00 )5.J10 IL100 Ier Oit, .'IM 90 A.M. N t0!M.pNlliutiwt el tM erojNl•..I fIM I.W of PNIn Jy. lOp IGI,)10 In,9[0 101.1)p 55,110 2e,210 ln) .C INI I a• - Too 30),510 1e1.950 !SS.IAD /5000 •OpIO Vieti,of arN[n IV) • ) fN1 , Vltn In.Nwv.N.••IN Inle.••aim,w prq.•< to tM IINI ultu l(tlem: A.N of [waete (A) - ..lnr..l _n 00. ),Ix .a. fI. TABLE 2 �'N )of,N .• twat In tp.IM. R. ulrw YI9nt OI Tnn.t IINL 11{r.) TM..I.M✓IM INM 9:w^ in IM IOI1w In�tN 1.N for Afptn Or Cw<r.[f Tnn.t IINN (0<) M Tn ritl tn.wt.NN tM Yptn OI tpwr e r fM A...•n.e+ -rpm oI Tnncnef ol....,pr riot laJ 1 roof. SAIT cu.IND LYD smL Le . N. If. ew.a, z` N<. ° A..•o1Tt,,a.<�ef._ wrf a.r I.000 M.Lr wMm 01 Tnvn,.Scot (41 0 u sne x,apo 5«e me Gnwl ian[Iry k,ow . 1.)6 p. )ne ne Gnwl [•..nt.p• 10.00 Mrtl )MI• YwIM Mount o1 tm.ra.."'", +O.qn•L«Itn7.0.01)« nn rm er N.p •LI Inrmm .MII M r«vNMe A,.not a ab •11tt.4.Dt) .0.0170 net tofe1,p roweot.w.e.AT r•cw1 e1 w< r Nryt the •Ix.O 1.56. Lq1 .O.011O. nsbt•oont.nn bu«t el .urncl..1 rtwn LLr .. .M1I erwt.. WATER STANDARD DETAIL CITY OF RENTON MOT TO SCALE DEPARTMENT OF PUBLIC WORKS MOVEMBER H1p TIE ROD SELECTION TABLE R11 o<TI1 MOOS :Ixs NMstOM MR 1N NONM It 14 16 a r' sN 1.In yr Y• I0o S.71O yr r• sN 11.500 s/r• 112•• in' or )p0 MACO 5/4•• 9r^ Ire' 10• 111 11.420 )/A" 5/0' 111•• It' j ISO ssasn US. s/r I 1u' ISO M.100 US- As 05.150 11Y• sm. re' no SO.w YY' s/r• xo^ m 62.100 S/Y' S/r' xS" 200 9014110 5/A.. 50•' x0O 141.3o I•• Im, 36 RON, "I've 1^ TIN "ITS: r. STxta ON T11 AoOS S LLL Now M OLTIIUT[ 4MNM 0[AQ.MO AII a MLL 1. III NOS SW'.L AMC NTIORK-LOUISt "REM ..IN❑ LEAST lA0 Nllri AT'Al IN0 04 at SILI-IOCM1IM OW. s. STMNTN Or SNICIAL Mrr CIS Mt0 FINE Tit NM ATTMANEW WLL M SkITt0tO1 To TRANSMIT TITS UNCt To TM NISI. e. Tit ROOS sNAlI.Ol u1rMInO ON COAno V-"1 COATS Or MNMM ' cNOwr INt. 11711MITIt "o-N 06 Nrl RININLr1 ORT ",Exlaw. S. 17111 OW RVLNi IST[LLAN COtlOMTION M null) WALL N N[0 TO CONICI IIIE Tit M0S IN ax-Tr.al AooITIINAL LINT.. 11[rNT yYMAIr'- `` y'. STAN SWR' CO.-OU"ON• RUN 1rNMT trIVOMTIOA P tt[RL STltlu CDRIOU"ON 01 OVAL STELLM CONNtuTIRN w IOYAL IS CAST ON LUGS TIE BOLT " RETAINER CLAMP FIRE HYDRANT AND GATE VALVE TIE ROD ATTACHMENTS f WATER STANDARD DETAIL CITY OF RENTON NOT To SCALE DEPARTMENT OF PUBLIC WORKS NOVKNrcR.1979 WILL AND TAP n"WCTILI IM PIK Iwo IMTILL 1"CO 110 ST0 VIM 1/elll MM IMII 1114 Or 0n VALVE IwW TO MIILLIS CO. x.15055 0 IDIe TYPE rills 1""M 'Tt"SOT COPE* IM1et As It01Me uL MMT PLAN ILLDxME I14 m CIA TI TO As 10"Cat"/ertx.A,tww To ALTAI roach, Co. ITT PC"FINDLNIl1wl ) w. SIEO WIT"SOLID LID IKE"10 OI[ 0"Class IMILIOLt CCITT, US DIIxRII Ll"MOLE ti"A C111nI. EDVu INALL MVt K tK•wne' GATE," sACIM"M.1 MD alm Oil, OI ENEss INYG .: �} tee'CONCRETE - I0 I1" ILW VIM 5" rxK IMss DI GMUI j{' o .1. L12 ME Mrta M "CAST'In, SIRTY stir LLD.IV"OPEET CNQ St"N No LMGI J 14'MN 10 VA w N tL [QAL M uMN CIRCUIT rMINATS CITV o1 sunLE Dts]0 1-0 MSC SECTIN VIM CNONs ID Mnx M[111sU SECTION 10 y"WnD Mlx. tww 10 WON COCMn 110W.U, INC. NIMI[ CNCMTI . SDrrNt"LD s1MDIl IAD us TILL IOLr[MlLtli[ ION[OWL TD[ExMOM]]O TIWTLr �-V�COMMEID rDNIWIIN iMYtLT..,�•T, ',0!V AND CNCLRL VUL. .LCMMTfD f% M IN DMVU ' 11NYIMN IVT[111N 4l MOMID ELEVATION ELEVATION 12" GATE VALVE INSTALLATION WATER STANDARD DETAIL CITY OF RENTON LOT To SCALE DEPARTMENT OF PUBLIC WORKS MARCH. on SISTER"IY fT 14Y W r Olyi Ylµ 2" IN TM 2"CSN( "'Pu f"00'[100M �i 2, WDMI110 EASY p44T1 0L4uN ''T'' PIPS Ni 4001010 1 r W200R10 Im PIPS, Il"lOK PLAN M,nttt CAST Illµ Wtn Nl. (QWL %III.UtW CO.. STUDIED 1'TDT PNSµ, YIT"4LYlN 45[ 3lttlµ LI'INS"10 Sli 2,.tyNI11tt0 I411 YPS AS p0D140 v� uflNl ju ]me tt(���/// SC414D Y'WYMI2(0 IIDN FlDf ,a,-USA �1) �I� / // \\ / llplryL lllYlll 2"YI( WAS.St4M0 / IpM( TC ST4SNY 09A-0 I ]"h4t DIN\( T.WD4lu0 10 YIPS OF M(N CM M YLY UK"TO YIT • L"w DSNv�/� ELEVATION TEMPORARY 2" BLOW-OFF ASSEMBLY WATER STANDARD DETAIL CITY OF RENTON 4oT 10 .c.0 DEPARTMENT OF PUBLIC WORKS snTcr�c�. 1�/1 wTU Mu :AST I7" CY M f�' lK VITN D Its TY I 11 Abli71bl4 AlllTl.l Is r um! REQUIRED. INSTAL }-} CtOSI I - I 113o LAME «I nl1 Ylrllt L ]]' )o SEND, SLYHO O«GRt 111ETU"Al q Tx13 r Ixl. GIESE ]"W EICW �/ $'•WWill}LD 1. wlnLt CONCRETE 110004i { rin 4 MWIMD }")p"ILCN #.. 2..C4"A"Ito IMw lln, IF'Lao PLAN .01, ALL I Pt WO nnlxli To n G"VAxuEO NM. TWO•IILI EMT IRA VILVE 00f• 'I{ .1JI' tMM[i[ n\lR COY YITF EOWL TO Rltx 1MV1 M. STANDARD � )'Tk 1xIU EMERITI lIt. 01 I C Too,SCtnT , VITN RELYUR M3G MI Ni ll: TO IN TITS.111 OOIKMTE SItIIN 1IW41.TO 11i - SE4 LO Y0. ID RT[R CO] 31REW�R 6 w41gR1 .,, e% � • --C:-TIT •�}i t1+A Wos.....I IRIT An it.RO e`«Ost TwUG WITx$i.. •'L' GY MO VIAA 1pW M L TO 11Es JNEs v.)L1 21 It RENGIR, SCREWED x' WLYM 4l0 IIIpI 014 P'SA,VA Eo IRN rlrl. I] ,n,c\ 11wT,To]IJ Y'LATE VALVE. scmwp EOu4 To Moo-.(-739'D $'y}.4'.TIE I"C1031 Yg:Lt SE tlw TEE A SO EUN V CO' ELBOW i1O51 Wlnl[ V GLYMI}GO Im nn 1-1 GALVANIZE,llgw I'll CITWIEY Ur N rkuG LINE.TO AST 1t'WMc 1 I tLGN 10[u.rt. WWMD GMVEL 14111.1 Y'CANVITN V► Too MR MI.Ii"AND li N L"IRsx VM WIN rOnETxrLeY ILAEf!:tOY(R C ��B. � DYER ws«LO 114V1L (N xOIG EM rYE. ELEVATION 2" BLOW-OFF ASSEMBLY WATER STANDARD DETAIL CITY OF RENTON t T To SCALE DEPARTMENT OF PUBLIC WORKS NI tmu11.ErG VI 1A NEWME IS a,",-a-AN, f ��usluL Kna to-F1 EASIER—11a 1r.a-catun wn.w,nTN ' s J]"u[[l DI.NOYn run A (OWS Y EM'IITf wnF Sul EX ED Lo. ZI YO I wTU SEE .-_ram �_ � :.•. -:.,:i ruINSCI LL]W rM wn11 Vllll 1J' VIYIIYtI SEE •Try ELMLI \THINE[ql4 A IORI. 1L t if AE R-11M I' FLAN411 1It,[ WIYI VITN OM'INS nNALt TwEADS AND•FDLOC.NIVtS IWFL TO JV[f JMES CO J-151J-\ i WTP RATE'$NALL SEE SOP,IS 21 pI,LYM Ii[O IIIM nrl AS REWICID CAR to NIVMIIIO 'AM•1•I TNI [IT .s mQuIRD [DFrOMnM 510 INN rill 1NF[MW saY4 101Y[uu �y0'tLIM. SLEEVED ' N J uo3(Y111L[ L 50 utM. 11 uWIUD r(lorun OMEN$SW MNOVL W IIIO IO SEW, STUNNEDINSi4l CdIrLIN6 All AS It DUINLO TD IYCi LLOSE .11111 t[1NLtN[LSONS INSTALL TML 111 ft11Yl C( I'm i )0' ELWN. s[uND 90-(UON. STAINED It,,, SIR t"t.lUM TO wM. SCUNED DCWLI START uM TIRE I.XNA HAVIC[ CLM LI (puAL '°NUELLE1 tD. I 8 21\ WATER SERVICE GI IN M WTI' ULNA-01�WY A' .ln �I 111'1171 IMCNIn wn.t0, I f IIIs1uL wnI toil •wll Y. NIT. fnt-s1u. DINNER.'run COVER f✓ 0.4 L! EpWI 10 IM-lrt[ WTI%SEX 90 10 L SEND VAN"N wnR`OYrl IN4 1• 10A .IE S tpWL TO wl[llEF CO . II1-AT 00 i W111 NET'.SID,NIT. 10..NINE IM LOR.[F yl I i S(RVIC[ tOUX 1D wN ll[.to. MH1S5 n it1T COr1P TUIINL LO.ROMTIM STD• IRD..AI "READ 7 r0R caul 5 ... EDWL A"SEE, / Co. N-1Lw 5. INsu LED it AT I1m NLnN WTI,A It IIIOY ON CAST IRM R VI SNILIIO tY lw CITY Ir SE.VICI LIVE 10 NWS( IS TO It INSTALLED IV THE r1RME INSTALL L EOY1l IN4 IMNN TO IRON'INS tQCXI J h'RE "Y SOEI Cgru TW IYL A"LET.to. ..151L5 VITN 4LVEMIt[0 / 1oS[0. 1We,""I.LNNIL wHME CM AND INSTALL ICUPO o RDE1111 Al 1E0U110 A INSTILL Tw1I SEWIL[ LINE LOIN DOA 10 CTX1ENLIM 0r Ill MIN To 14OVIDI SLACK 1N CM11- CAST 1DM M DUCTILE ;mm LIN[ TO wTl. wnA MI. St I" WATER SERVICE +.sp " I ",VISE IN snit. NSSl ST05 e'll0 M 1K Mn.RA N1 IY<Tlll 00WLt STMr f[RVICt CLMV EpWL l01W ILTA Co, WATER STANDARD DETAIL CITY OF RENTON Not TO :CALL DEPARTMENT OF PUBLIC WO 'S NOYeYtIP "To SERVICE CONNECTION DETAIL TO EXISTING SERVICE TYPE 1 Retap Existing 3/4' Copper Service and if necessary Adjust Meter & Meter Box to Grade NEW COPPER SFRVICE oe //ram "mom E xISTRIO MAIN ---- --'_ our [xrrra nRVR;[u� �i\ CUT.NEW S CONNECT EXISTMO COMER LRa TO NEW CORPORATIOM STOP Now aft" txistna 11R[r TYPE 11 Retap and Replace 3/4' Galvanised Service with 3/4" Copper Service and if necessary Adjust Meter 3 Meter Box to Grade TYPE ill Install 3/4' Copper Stub Service Including Meter Box NOTE: 1. For TYPE 11 6 Ill Service information See Standard Detail for 3/4" 81' Water Services 2. On Watermains that are Bonded for Cathodic Protection All Service connections shall have Service Insulators. WATER STANDARD DETAIL CITY OF RENTON NOT TO SCALE DEPARTMENT OF PUBLIC WORKS MAY 1984 DECHLORINATION TREATMENT PROCESS: AMOUNT OF CHEMICALS REQUIRED: ppcnlor:nal:on n a000n p,r DY 1M rnaLnWrlWs cnem¢ei Iewc lm 01 TM Iwrdwl Mlpnre:n VIe ppNrM+nn de reNrelOM by Irwin wW.11 the sie Ine and comD:red.dormw m tM ppel:re wim•pecnronrebm agent d Oe chemruli"W in T1bk I TM ln'q 'l of av<Mmrwl TM type and g,w ofd*chWnnalwn c1Mn iGlIS eva eiWbb the Mlo.:ne DpiC.arit l'Ori rnrn tM ppow-n d filer anO IM rwbw� SSSeaMIa gnypnylpl�hopa yp+pnl Seeuw TABLE t TeMn:W grw0e�a arq lOOlb b19s Poun01 d DacMonNlion t71N1NCY15 Rpurnd W NeutnOx Know TKhn, 1111asiw lanhyd 100 RewOwl Dnbnre COn iinlrabOrYa for E. ,, IOW G 11b d Vibr t,dkm Tacn,"f grad lcolb wq1 and 4001D Orunw Chi"An10u11 ftgJ (RaMt) gprdwl 5ooi r rtIIDI1M SOdwn L.'rkentratron TNosuMaM 5o0rum &rMab Img1 W p0rn) Irgnwnhyer0wl Bunn IannyOlowl —IO 02 015 01, 20 04 ow an S 06 0a5 0m 40 09 0w OM w 10 075 055 Soap ,A 1%by wwrght stpdr 1101 pw 01 tin'dalibrlMtwwi pMm:wl will w Ortwled by dwiwng"I lib 01 dachWftW cMrn:Ul uwd:n 100ft d waM Wtian Orapanrg thla 1"on tM dhwmrnl should w bdeO to thw vA1F and mead unto"chl rn" Ms Wr.WeW1Y dWolMcl APPLICATION: LOCAL SUPPLIERS 1. NeWli wd MbM win m D achrnwd v Cdiacvn9 ttie Van~"and Roogan For 1Mli ppairMe daDYtOn cnk"holed wabr:^•C,oW.nnvrn mm,'m add'ng wnri cone nuous l201 5 ��TN a 6'tJ-B151 m 672.5000 mia:ng lM Mopled amount Ifa dechbnrebcm cMm:cal llwk"wwn Kent VIA (tW d WhM.N,g cM""to,sYlrY 1gOlb5 dwater) N. C,,ri l F"d MwMO J chmni"is IrK For win pptmwl.Wriane Opnymmen,d lM chlarrMlld water w 1219 ManM V.Dmx OtMlcM1lor"oo walt l �i�wl De a�M��pmUm n The 110w M* Tam coa.Wa TN w 572-SWO In�ion Ip CpKNnt 2te of dii honmhbn chernrwl iomd W,,bbn"it w 1wd into Dllemerwat C„c. rpron rye sow TM hro ralw writ be pID00nroriad K"I ttre d "h mbo` 2920 N E 111 l4 9Y ,M ",concentnbon w+li De connnuow rani ignoul the period Swllk WA TN a 525A120 w SOP552.67" Iwdonld 10 fl P 1M chgnNied WMr fnln tM ppelrre PROCESS FLOW DIAGRAM: '�7 utlan b 1% (by weg Swraw d Suppy DorNnrllant pltMrge 10 M CNpiriatwd * R1nW SurrOurrtlm0 J YMM(bgwO11, truck1 Arw IlYtlrarM1 19c 1 WATER STANDARD DETAIL CITY OF RENTON DEPARTMENT OF PUBLIC WORKS WeCn rho' 1., CATHODIC PROTECTION JOINT BONDS AND THERMITE WELD CAR, R, rT WEIO 1rP >h!^.TE KGO I T �CY,Tw Wt ANY. S RAW0E0 COOPW lWEAM SYMV.0E0 eV~ W/AE W/TM ) MG(ATION NNV! W/ 7M Aft&AT,W, rAtr^rl7! MLO �~/'C NQLO WRl COV%,IWr v, rti XWE CY]A^jFCIPab,M MECHANICAL JOINT BOND PUSH-ON JOINT BOND rAld lr&l WELD CAP A^EA Nero AAIEA fo ORa/+T AAETAL �PA�c/NE 7NERM/TE N cE �� W/RE C'OMI�C� CONTi WELD AREA F fR.L AllcEff O.v 1�rEMr/sE NFCO CAP ffl J COLD AA I, TC CML 1 A SrK A. APA(V CAP M WELD S CCPPER KEEvE .MOO fPR sME. /7F M[GOm,�C of R12 AmC AV S. LER WRE S NE COP/1ER SLEEVE O,V -E AN NN r AICWIN Y N+wES THERMITE WELD WIRE CONNECTION wl++NnA,m Pe.PowANPnr wAIwlNrrwra rrnll NPwAw wuLPnewre •oN OA urrrr lM NPNM:TN�. Nmcx rn IAP P! MOT[: axrt ww,m i �"F i TEST CONTINUITY PRIOR TO SACKPILLINO SPAN t - rlNtNi SPAN JOINT BOND CONTINUITY TEST SCHEMATIC WATER STANDARD DETAIL CI VY OF RENTOk NOT TO SCALE DEPARTMENT OF PUBLIC WORKS APRIL I[P3 CATHODIC PROTECTION FLUSH MOUNTED TEST STATIONS acAe r✓NnN crAOe n.�"R—� Cp SCAB 1� fIM�Y 6RAOE ;n l<cl/!N .wLYN.ITd'O , TEifMI/NM rO W?N C BLOCK - .._1�fNMIAL dcOG' >Esr !rA>pN RUSH MOUNrCD— rL'!T "TArp/V 2 n w/E AMi l'C14CR - 2 i2 AA6 d]RtR w WA COMer WMC NxrN NN/rE waft:Wes' X wN/TE �'rN' /PLC AT/ON 'LA7AN � TW Ne✓LATKNI rarafwisE Reco AAe �rN c ry rmwe O d PFk,/ 0 ,YrI /N�CG/AIC - -/hT41LA TLTO A:MIr ArIFLntr '`��� TYPE T. Wangle Test Station TYPE I. Insulated Joint ,COMCAEr'E St AS �4r� ORAM _write__..__ J .- WRAWNAL BLOCK K vs- NKII. Mo _ T6er STATIpV-- /Oe /'A/P 4W6 COMER WIRE W/TN COA4 R! WITN Ik L£ rw.N4'JLNTKM/ RK/rE 7N MS(X AT,gV--_.. .E fif A,C,MIrTE w1-0 A� Wn CONN T✓P >OREYrN P+Cc/AC . OaMKRa��� TYPE F, Foreign PIDe Crossing WATER STANDARD DETAIL CITY OF RENTON NOT To SCALE DEPARTMENT OF PUBLIC WORKS APRIL 1943 Pnge 208 Standard Drawings ASPHALT CONCRETE OR BITUMIDUS EUS SMALL It VERTICAL A110 IN PLANT MIX REPLACEMENT PATCH /STRAIGHT LIMES AS DIRECTED. REMOYF LOOSENED ASPHALT /TAIM VERTICALLY CONCRETE (` EXISTING COIICAET( PAVEMENT EXISTING ASPHALT PAVEMENT •-• �COMPACTEO CRUSHED ROCK TYPE ND. 1, NMEN ORDERED By THE ENGINEER EXISTING RIGID RASE A.. A.. COMPACTED TRENCH BACKFILL A L i E R M A T [ ' A • ASPHALT CONCAVE ON BITUMINOUS CUT SHALL It VERTICAL PLANT MIX PAVEMENT REPLACEMENT / AND IN STRAIGHT LINES PATCH >e THICKNESS OF EXISTING / AS DIRECTED t rPAVEMENT PLUS 2" CUT NIT% PNEUMATIC PAVEMENT CUTTER I / CXISTING CONCRETE PAVEMENT EXISTING ASINnLi�— PAVEMENT EXISTING RIGID BASE ' f R ` WHERE WIDTH OF PATCH Is LESS THAN S / 5/9'MIN US v At R[ PATCH IS A' OR/ CRUSHED ROCK MORE IN WIDTH / coxrncTtD rxtxcH enEKn a____� I —CEMENT CONCRETE PAVEMENT— _RICE PAVEMENT WITH ASPHALT— A L T ( R N A T F ' R CONCRETE SURFACE' T Y P I C A L P A T C E' F O R R I G I D ► A V [ M F N T EXISTING ASPHALT CONCRETE ASPHALT CONCRETE ON BITUMINOUS /� SURFACE PLANT Mix REPLACEMENT PATCH t" MIN 6-MIN EXISTING BASE EXISTING OIL MAT J� A•` '5/6"WRIUS COMPACTED TRENCH BACKFILL CRUSHED ROCK T Y P I C A L P A T C H F 0 A F L E A 1 6 L E P A V E N [ N T DO NOT SCALE GENERAL NOTE: CONCA[if MIX SMALL BE CLASS at CLASS S(1-1/7) WHICHEVER Is SPECIFIED. CITY OF RENTON PAYMENT "Ct Mt NT CONCRETE CLASS ( I FOR PAVEMENT PATCH". Pavement Patching ■tR CUBIC YARD. "ASPHALT CONCRETE CLASS 'B' FOR PAVEMENT PATCH PER TON .-BITUMINOUS PUNT PAIR FOA PAVEMENT PATCH". PER TON Standard Plan NO 18 ASPHALT COMCR[t[ M ►ItY1110Y1 \. PLANT "IN REPLACEMENT ►ATCN CVC SHALL It VERTICAL AN► CN REMOVE LOOS[M[0 ASPUALT g STRAICNT LINES AS 01t1[►. TRIM V[AT ICALIi EDNt1[TE 911$71R4 ASPMIT ►A 1(HI OT IsE [NI{71Ni CONCA[1t MV(H(ITT t--•� COMPACTED CAUSHI► 1ICS 9113TING AU IT THE I, YMfV 9AJ[Rq 11 BASS _ E ►" IT [NCI NIU i_ A.. A' N COAPACT[0 TRENCH NCR►1lC —7—a i. A L T I 1 0 A T [ ' A ' - ASPMALT CONCRETE ON SITURINOUf CUT SMALL Sl VERTICAL PLANT MIN PAt EN[NI REPLACEMEOt AND IN SMALL It CVE TICAL •ATCN N TNI(NMES$ Of [MISTING AS DIRECTED CUT VITM PNEUMATIC PAVEMENT CYTTIR\ L PAVEMENT PLUS [" INISTIN , COHCOETI !['STING AS►NAIi--� rl'Ay[NtMT PAVEMENT EMISTIMG [[CIO 1Aft —/ — � � YN[AI VIOTN OE ►ATCN If / LESS IMAM L• VMERt PATCH If A' OR/ S/O M11YU9 MORE to YIOTM CRUSHED ROCK COMPACTED TR(NLN 1114 RFILL--" � 1 VARIANEE IT" A" 1" 41910 PAVEMENT VIVIC ASPNALT— —CEA[RT CONCRETE PAVEMENT— CONCRETE SURFACE- A L T I R O A T ( 1 ' T V P I C A L P A I C N T o t R I I I P A V I N I N T ASPNALT CONCRETE OR 1ITYRt NDUS ENIST100 ASPHALT CONCRETE PLANT NIA REPLACEMENT PATCH T" HINSURFACE EXISTING OIL MAT 1 'T Existing i1f[ e' CRUSHED ROCK COMPACTED TRENCH 1ACKPILL T T P I C A L P A T C 0 F 0 A F L I II I I I I A V P N [ A T 0141114E NOtt s DO NOT SCALE CONCRETE HIS $MALL It CLASS ON CUSS $11.1/I) YHICHIVIt IS SPICITItI. CITY OF RENTON Pavement Potching Modified For King County Jurisdiction i �- a s h jj ry �K 1t' ";} r w t V' , `723 �' Ste 4 k A c vv I,MTER___!�{K�M9'#tllr hiwre. �Znu o (•4 y h e A 1 • d { a� er EnX;vt�. l 3 w �♦ 'k. • yJ Y T� r h' y � " .r k3, § 1^ � 4 °N V I. f i; T= b Y 1 a ate- y � 4n i- 'NiZ t"#d� 'HG:oGIs ,�..ca... '"_ ct.-»1 �.<. .x :, / w jr r O e ' i .r w y M COST DATA AND INVENTORY SUBJECT: CITY PROJECT NUMBERS: W- S- NAME OF PROJECT TO: CITY OF RENTON FROM: UTILITIES DIVISION 200 MILL AVE. SO. RENTON WA 98055 DATE: Per your request, the following information is furnished concerning costs for improve- ments installed for the above referenced project. WATER SYSTEM: Length Size Type t� L.F. OF p vr WATERMAIN — S> L.F. OF i2 027 WATERMAIN 3 v L.F. OF is WATERMAIN 7?� L.F. OF g iJS WATERMAIN EACH OF GATE VALVES 2 EACH OF GATE VALVES i EACH CF _S GATE VALVES (jib Size Type SUBTOTAL S_ Z EACH OF c04?4 . FIRE HYDRANT ASSEMBLIES $ (COST OF FIRE HYDRANTS MUST BE LISTED SEPARATELY). — TOTAL COST FOR WATER SYSTEM $ SANITARY SEWER SYSTEM: Length Size Type L.F. OF " SEWER MAIN L.F. OF SEWER MAIN _ L.F. OF SEWER MAIN EACH OF DIAMETER MANHOLES TOTAL COST FOR SANITARY SEWER SYSTEM E STORM DRAINAGE SYSTEM: Length Size Type _ L.F. OF STORM LINE L.F. OF STORM LINE _ L.F. OF " STOEJ LINE L.F. OF STORM LINE TOTAL COST FOR STORM DRAINAGE SYSTEM $ .. _. STREET IMPROVEMENTS: (Including Curb, Gutter, Sidewalk) TOTAL COST FOR STREET IMPROVEMENTS (SIGN AlU9T— (SIGNATORY MUST BE AV ILED AGENT OR OWNER OF SUBJECT D�. . ..;IT) of >tE•ti PUBLIC WORKS DEPARTMENT DESIGN/UTII.ITY ENGINEERING 0 235-2631 Z MUNICIPAL BUILDING 200 MILL AVE. SO. RENTON, WASH. 98055 D P 09,rEa SEPZ E�O�. BARBARA Y. SHINPOCH MAYOR May 14, 1985 If. L. Jacobson Corrtnct ion Co. 13547 S.E. 27th Place Bellevue, WA 98005 Subject: Water Projects W-723, W-726 and W-721 Attention: Mr. H. L. Jacobson Dear Mr, Jacobson: As we discussed in our meeting in City (fail on Friday, May 10th, 1985, the City of Renton will close out the Water Projects W-723, IV-726 and IV-727, CAG 048-84, mid complete remaining watermain tie-ins and roan notching and restoration with either in-City forces or by separate contractors. We gill adjust the final pay quantitities to re''lect the work done and send you a final change order to finalize the project as soon as possible. Very truly yours, Robert E. Bergstrom, P.E. Engineering Supervisor :jft cc: The Gales Law Firm 904 IVnferfront Place 1011 Western Ave. Senftle, WA PF104 Attn: his Susan Faaland Richard C. Houghton, Public Works Director • I NOTICE OF NEW FIRE HYDRANT IN-SERVIC NAME OF DEVELOPMENT Q7'V NE / ' rJ• ���j1A � - Q�hmCW1 �h�javex enh /Cllti �tosteK ADDRESS $ A� S 4 SW 7" SY 77 4 N41 7t' S 4 -f A+¢ NU N W�pSv INSTALLATION CONTf1ACTOR 4ll ' jbayj 1. (Aa5i)vr! -- r� _ f I WATER PkOJECT NO. _W 72 7 NUMBER OF HYDRANTS Z �l^�` NJOt�rt�S d) 'A cc QAI"D 10 Qrt^lw 'R HYDRANT LOCATIONS (FOR FIRE DEPT. USE ONLY) sk HYDRANT NO. l.�iw16.�.k �mp���u^s S 4 dW 7h 3. 4. 5. _ 6. , INSPECTOR t--/? -Clu2 SI ATE Of WA`N14GION 1 STATE OF WASHINGTON I DEPARTMENT OF SOCIAL AND HEALTH SERVICES DEPARTMENT OF SOCIAL AND HEALTH�_ `ICES WATER Br TERIOLOGICAL ANALYSIS WATER BACTEWOLOGICAL ANALYSIS SAMPLE COLLFCT)ON READ W$TRUCTIONS ON JACK OF GOLDENROD COPY SAMPLE COLLECTION READ INSTRUCTIONS ON BACK OF GOLDENROD COPY It InetruCDOne✓I$not tOliOwOa, sample will be rejected. I� If instructions are not followed,sample will be rejected. DATE COLLECTED TIKES COLLECTED COUNTY NAME DATE COLLECTED TIME COLLECT D COUNTY NAME ' MOHTN DAY YEAH kty ; MONTN DAY YEAR q O 1N \2 �'E AM ❑ PM Yj, ZO lt1 '� ❑❑ PM — ' TYPE OF SYSTEM IF PUBLIC SYSTEM,COMPLETE: TYPE OF SYSTEM IF PUBLIC SYSTEM,COMPLETE: PUBLICNo. I�LBSs p 'RCLE CLASS I.D. ' S �j 0 L I T 4 PUBLIC I.D. No. � • Q �. ❑ INDIVIDUAL ❑ INDIVIDUAL 2 3 4 ..».°'".I nxaxua 1 T NAME OF SYSTEM NAME OF SYSTEM C11SPEC Cj1� O� REIN�o� � OF SPECIFIC LOCAt10N WNFRf SARMPIE COLLECTED SYSTEMUWWKIMUH %IME AND TElfRWEND STEMOWRI SPECIFIC LOCATION WHERE SAMPLE COLLECTE SYM:VINMIEAWTELEM04ND ++aan.•'w+•^°°""••1j4OA.1pjnj1N ,.� ... .,.,�..rw•I•,x Ct�� oe 7�En'�^� I w'n7. 8�4W►«yF Dal6Ee1 a FIE N�oA/ •nr y1W 7t 9 +E..r v AEI.., 9¢ SAMPLE COL ECTED BY:IMamel S SAMPLE COLLECTED BY:fN&YAI yili m'7 (N Z H`clol h%DOEtl. SOURCETYPE t,OTHER INATION SOURCE TYPE ���..��///000OMBINATION ❑ SURFACE ❑WELL El SPRING ❑ PURCHASED OTHER ❑ SURFACE ❑ WELL El SPRING ❑ PURCHASED OTHER SEND REPORT TO nm Full Nam•,AddMM V 4 ZIP Coa) SEND SPORT TO IPjn Full Name,Adds..aM DP Caa) ( n j t xv an W' W^%-� OE 4t' (�j Of ItE NSev 35S-S_ OE 2- Tr _ 3[�5S1S NF 2� p Rla-ErvDyi WASHINGTON •FL Lill\�� WASHINGTON_ ` e _- TYPE OF SAMPLE TYPE OF SAMPLE Icn•c•ory ur.,n inn.w.mm K:lec•anir uy n rN+iw..nnl , ' 1. ❑ DRINKING WAiLR ❑ CRIorinatad lReMdwl._Tolal_Freal 1. lJ DRINKINGWATER I-' CMonnate0(RaelOual._Total_Fres) Check treatment—{► ❑ Filtered check Iredlmenl--* ❑ Filtered ❑ Untreated Or Other ❑ Untiealed Or Other 2, ❑ RAW SOURCE WATER 2. ❑ RAW SOURCE WATER 3. 19 NEW CONSTRUCTION OIABPMBS �I 3,8 NEW CONSTRUCTION or RfIMRS 4. OTHER ISPeclly) f 4, a OTHER(Spectly) COMPLETE IF THIS SAMPLE IS A CHECK SAMPLE COMPLETE.IF THIS SAMPLE IS A CHECK SAMPLE PREVIOUS 1 AS k0 PREVIOUS 140 NO PREVIOUS SAMPLE COLLECTION DATE— PREVIOUS SAMPLE COLLECTION DATE REMARKS' REMARKS LABORATORY RESULTS(FOR LAN USE ONLY) LABORATORY RESULTS(FOR LAB USE ONLY) MPN COLIFORM STD PLATE COUNT SAMPLE NOT TESTED MPN COLIFORM STD PLATE COUNT SAMPLE NOT TESTED BECAUSE BECAUSE. �75 wu.•u..��..• "" 1! 5"'^•`u°•'°'• �otl MPN DILUTION TEST UNSUITABLE Sample Too Old MPN DILUTION TEST UNSUITABLE ❑ Sample Too Oltl �j /I011 mi 7. ❑ COnilunnt Grown ❑ Not in Proper Container /100 nn 1. ❑ Conn,em Growth ❑ Not In Proper Container MF COLIFORM 2. ❑ TNTC ElInsullwlenl Information , 2. ❑ TNTC ❑ Insutllent Information /00 Provided-Please MF COLIFORM m rm InsUucbons on Form oweled-Please Rand I --�'w InI RInstructions on Form FECAL COLIFORM 3. ❑ Encesa DaDfls FECAL COLIFORM 3' ❑ Eacess DPOfIs ❑ MPN ❑ MF _ 4. ❑ ❑ — n MPN ❑ 0 4. ❑ ❑ �pp.1.1 71 W ml FOR DR KING WATER SAMPLES ONLY.THESE RESULTS ARE FOR DRINKING WATEP LES ONLY, THESE RESULTS ARE: SATISFACTORY ❑ UNSATISFACTORY R'fATISFACTORY ❑ UNSATISFACTORY SEE FEVERSE SIOE OF GREEN COPY FOR EXPLANATION OF RESULTS SEE REVERSE SIDE OF GREEN COPY FOR EXPLANATION OF RESULTS i LAB NO DATE.TIME RECEIVED- "Eck ED BY LAB NO DATE TIME AECE1VED- RECEIVED BY 1 1 -70 I DATE REPORTeD LABORATORY DATE REPORTSpJ�7y� p/ LABOPATORY AM TEST INC. -4 V / / REMARKS INC. 4900 9th Ave. N W. REMARKS AM TEST N . 4900 9th Av+ . N 1. -�1 WATER SUPr EVER COPY�A�� WA 9810�- i97 WATER SUPPLIER COPY SEATTLE. WA 98107-3697 STATE OF WASHINGTON STATE OF WASHINGTON tl DEPARTMENT OF SOCIAL AND HEALTH SERVICES DEPARTMENT OF SOCIAL AND HEALTH SERVICES WATER gACTERIOLOGICA' \NALYSIS WATER 8< TERIOLOGICAL ANALYSIS `.1MPLE COLLECTION READ INSIRUC I IONS ON BACK OF GOLDENROD COPY SAMPLE COLLECTION HEAD INSTRUCTIONS ON BACK OF GOLDENROD COPY If instructions are not followed, Sample will be rejected. If instructions are not followed, sample will De rejected. DATE COLLECTED TIME COLLECTED COUNTY NAME DATE COLLECTED TIME COLLEC TIED COUNTY NAME -- 1 MAONTH �E OAY YEAR E( 1M�OLNTH DAY YEAR IL YC 141 AM ❑ PM k1N� %'L 20 AM ❑ PM kUt1b1 TYPE OF SYSTEM IF PUBLIC SYSTEM,COMPLETE. TYPE OF SYSTEM IF PUBLIC SYSTEM,COMPLETE PUBLIC l ,,ARL CLASS �} PUBLIC NLLE CLASS ❑ INDIVIDUAL LQ. No, Y 5 d ✓'E2 3 4 rl LD. No. 7 ( �j 0 L. ,..inn I.nvwzo �lJ ❑ INDIVIDUAL 1 4 ..wn,el NAME OF SYSTEM NAME OF SYSTEM (�y �Rc N Cm oY h wi-6,+- SPECIFIC LOCAtION WHERE SAMPLE COLLFCTE SYSTEM EfMMRrMGR NAME AND TELERIONE NO SPECIFIC LOCATION WHERE SAMPLE COLLECTED SYSTEM ONMR,IAOR NAML AND IHtPONE NO Ih\nrhn,.y � In„),Inn,wnliW II.a.:[lyn N,n+,nu,x n...yl.,v.:,ynyml 0-4 cn7 of RG.r'w %Ir 7Z7- HYa.EY LO NM► 7�' Clyf or AFAtnE+ A ij!dlt. Nyj- Sv4�llw1 ( ) 23t-2616 E1n IVNw- ( ) 235. 71L46 SAMPLE COLLECTED BY (Namsi SAMPLE COLLECTED BY IN.Tu, $Iq)Otal 6AH.EV: �1a11A(1� IhEPPT?fE✓• NDWAL. 6AFORQ - %xilit -t1UtL SO RLETYPE SOURCE TYPE Cl SU.TFACE C WELL ❑ SPRING CMBNA )AwOOTHIER TION ❑ SPRING ❑ PURCHASED VCOM&NATION❑ PURCHASED SURFACE ❑ WELL c ' Dr OTHER SENb}1T TO IPnn1 FnII Name,AddreN An0 LP Ceda1 SEND REPORT TD.tWml PoII Name.Addnaa and ZIP Coda) CL A•F Rc►4Tw WER¢I� pe#T - tilt Oc KEN'Ib1J W,1+T.E�t DcPN - '3��e- ►JE 2'= 8r 3�i�- NE 2a4 1'1' �F C' —•—UPON WASHINGTON 1054 WASHINGTON QI�aO TYPE OF SAMPLE TYPE OF SAMPLE .I TIC..molly py m m.e,wmvq KMC\Wly o, n 11n<mumry F++ 1. ❑ ORINKINGWATER ❑ CMormatwd(Reslduac_lolal__Free1 1. ❑ DRINKINGWATER ❑ Chlonnatee(Res,duaL_Total FreR Check treatment--), ❑ Filtared Check treatment-.1, ❑ F)lUrIed ❑ Untreated or Other_ ❑ Untreated or Ot1A. Z. ❑ RAW SOURCE WATER Z. C3 RAW SOURCE WATER 3. NEW CONSTRUCTION orMEFWAS .3. 1a NEW CONSTRUCTION or 1911010RR5 4. OTHER ISpecllYl.__ 4. L OTHER,SW,Eyl _ COMPLETE IF THIS SAMPLE IS A CHECK SAMPLE COMPLETE IF THIS SAMPLE IS A CHECK SAMPLE PREVIOUS I AS NO PRE VIOUS T AB NO PREVIOUS SAMPLE COLLECTION DATE PREVIOUS SAMPLE COLLECTION DATE__ _ REMARKS: REMARKS. LABORATORY RESULTS I e USE ONLY) L LABORATORY RESULTS IFO`LAR USE ONLY) M^N COLIFORM STD PLATE COUNT SAMP_E NOT TESTED MPN COLIFORM STD PLATE COUNT SAMPLF.NOT TESTED 2/ �n 3ECAUSE'. 0i BECAUSE. S n.w,�w„�.. S.�.x,P..,,� inn MPN DILUTION TEST UNSUITABLE LZ Sam We TM Old MPN DILUTION r TEST UNSUITABLE ❑ Sample Too Old /UO ml 1, ❑ COnlluenl Growls ❑ Nat In Proper Container /UO nv 1. ❑ Confluent Growth ❑ No,m Pr—"' opur CwNamtlr MF COLIFORM MF COOFORM 2. ❑ TNTC G PlOrn Clent Jeas,Information 2- ❑ TNTC ❑ Inku111clent Inlormatlon _71W nn Provided—Please Reatl �01111 Prowded_?leasu Read 3. ❑ Escesn DBDrIy Instiaclions on Form Instructions on Kum, FECAL COLIFOR FECAL COLIFORM 9_ ❑ Excess Detu4 ❑ MPN ❑ MF 4 ❑ ❑ ❑ MPN ❑ MF 4 ❑ ❑ 71 UD nn _„ �Op nn 'FOP D"KING WATER SAMPLES ONLY,THESE RESULTS ARE. FOR OR KING WATER SAMPLES ONLY, THESE RESULTS ARE. LR SATISFACTORY ❑ UNSATISFACTORY Q✓SATISFACTORY ❑ UNSATISFACTORY SEE REVERSE SIDE OF GREEN COPY FOR E%PLANATION OF RESULTS SEE REVFPSF clnF OF GREEN COPY FOR EAPLANATIO',OF RESULTS (V�LM ND DA9F.. hME RECEIVED- PECEIVEO er LAa NO LATE TIME RECEIVED- RECEIVED e,I 9 >U7 � I 70�� Z�n� ��� E''' v� 5 I2 ?UVY L _off/ _ DA/E REPORTED IMORATORY DAZE REPOPTED LAedgATOR _---- +`-'- 2 AM TEST II !C. �'1/ y]v'- REMARKS RFKl �'y�� EST 'NV. asoo sir, q,... N ;r. asoo srh A n ,v �+EATTLE, WA 303107-3LJ7 WATER SUPPLIER COP WATER SUPPLIER COPY SEATTLE, Y.A 98107-31i97 � DAILY PROGRESS REPORT Project W 727 87rh Schedule Job No. 5305.71 Client City of Renton Weather Cold Rain Date 12/14/1984 Contractor Jacobsen Supt. Ben Place PR JGRESS: Pressure and leakage krx tested the leg on 87th. Test satisfactory. 24tzx This com}letes the pressure and leakage testing on 11 712 I called tc Bens attention that the hydrant at 87th and 7th needs adjusting to grade. EQUIPMENT k PERSONNEL: i LAbor 1 Op REMARKS: ITO/FtT S & ASSOCIATES INC listrihution Aite - ;fflce Yeilm offl:e ° E piA it Engineer or Inspector DAILY PROGRESS REPORT Project w 726 NE 10• h Schedule Job No. 5305.6 Client City of Renton. Weather OCast Date 12/10/1984 Contractor Jacobson Supt. Ben Place PROGRESS: Installing hydrants, Very slowly, I cautioned Ben to provide adaquate barricades if work not completed at quittin(; time. EQUIPMENT k PERSONNEL: 2 Labor 1 580 REMARKS: XATINIS & ASSOCIATES Inc plk: Oistribution White - Main Office Yellow - Field Office Pink - Ins-ector Engineer or Inspector T g�5�gq CITY OF RENTON P.O.No. 35436 REQUISITION PT', utility 4CCT. 421/000/15.501.3/.65 15 $ 1,540.00 VENDOR NO. ICCT. $ PHONE NO. 541-9000 VENDOR NAME AND ADDRESS VENDOR "REMITTANCE" ADDRESS Touma Engineers 201 SW 41st St. Renton, WA 98055 I DESCRIPTION IN DETAIL ANauNT I Construction Staking of W-726 NE 10th St. Watermain Project 660.00 Ccnstruction Staking of W-727 Stevens Ave--NW (87th Ave, Sd Watermain Project - - .00 (Pgr Igtter agreewa",,ting 8/27184) _ 5cc W' k * Total 1 00 UHIFIKMIlUf __ _., _ C3 PURCHASING TO ORDER AUTH. BY: W 727 8" Waterline Replacement Stevens S 122nd To S 124th 4 W-7z7 A OF I? t`t z PUBLIC WORKS DEPARTMENT DESIGN/UTILITY ENGINEERING 0 235-2631 >Y MUNICIPAL BUILDING 200 MILL AVE.SO. RENTON.WASK SY066 9$ Pam. -to SEPT£* BARBARA Y. SHINPOCH MAYOR September 7, 1984 Dear Occupant This is to inform you that the City of Renton wilt be installing a water main in : 87th Ave. S. from Taylor Pl . NW to NW 7th St. NW 7th St. from 87th Ave. So. to Taylor Ave. NW Lind Ave. NW from NW 7th St. to 335 St. South As shown on the attached map. ihis water main will be replacing an existing old water line. We hope the inconvenience of this construction will be minimal , but if a specific problem .foes arise, :he following names and numbers are hereby given for your convenience: The Contractor: H.L. Jacobson Jr. Const. Co. 13547 SE 27th P1 . Bellevue WA 98009 Office Phone 747-1157 Emergency Phone 881-8917 Skip Jacobson The City of Renton Utility Engineering 200 Mill Avenue South Renton WA 98055 Days Ron Olsen - Utility Engineer 235-2631 Abdoul Gafour - inspector 235-2631 This project will be starting immediately. If you have any questions on this project, please contact the appropriate person. Ver truly yours Ronald L. Olsen Utility Engineer :br Attachment +� jF. .�c®1y®e,�Wur.Yue• ..� �:•uWYYYi:+.(/.Yu"dYKt1.•� smr� 1111111111 tNINI J NNE a 114�+1 CC IIIIIIIINNIIIIII ' I ' ! _ �� Lylnnunnntn �_ � IIII I IIIEIEIEiEIIEIE= __ tv lEEEEEEttitlElEEE I,� ■� IIIIIEIillljl IIIIILEIIIIII= ` : • Es.1 �� ����,�-IIIIIEiE�tllll llllll�illfllll= == , inn■«� IIIIII�lEIIIII 111111E E.II II- � , ' �,� �"'1°���� IIIIII�IIIIIII IIIIIIEEIIIIIII= �= IIIItIEIEIIII IIIIII�CIIIII= �1� ���� IIIGEI�lIIII-IIIIIIEBII II� ' �. ..O � IIIIIIII NIIIIIIIII IIIIIUUIIIIIIIII V�I ul! ' '' 'pp��C �C Illllllllllllllltlll IHIIIIIIIIIIIIIII lllllhli11111 IllllltJllllll�$ fE-w 'w- 111111111141II11111 1111111111411111111 - �C IIIIIIIItluIIIN111 IIIIIIIuh01111111 111!1!El,lllu IUIIIHIII �+ - IIIIIIIIIIIIIIIIIIII IIIIIIIPI!11111111 1! up l� IIIIItIIiI11111111I1tIIHllllihd1111 II 111111Emllll Illlllluullll�, •� ' _�_ \III NIHH►IIINI�NJH IIIIII!�IIII IIIIIIILIIIIIt�, ��� �` I IIIIN8u.11111111 1!I !I!I a Yf ■1-_. =-' ��A�A�TF�^ Il�lll�l�l�lllll�l�;ln Ing �� I��Illeo:�ad � •- `��� � �,� cps `P - �' FYY [ fn rimm li�l� tCuu�inln t� �l� p i ��A• �i/dap ui 'pCITY OF MEN ENGINEERING DEPARTMENT ' W-727 Vicinity MOP f1hh .7/!l lip/ni/hii�a 111/ll ' ., lk L 72 OF R��L 4 z PUBLIC WORKS DEPARTMENT wooR _ DES,GN/UTILITY ENGINEERING 0 235-2631 CwAL ag MUNICIPAL BUILDING 2UU MILL AVE.CO. RENTON.WASK 99M 9 Pm• Oro SEPtE BARBARA Y. SHINPOCH MAYOR September 7, 1984 Dear Occupant This is to inform you that the City of Renton will be installing a water main in : 87th Ave. S. from Taylor P1 . NW to NW 7th St. NW 7th St. from 87th Ave. So. to Taylor Ave. NW Lind Ave. NW fron, NW 7th St. to 335 St. So-.th As shown on the attached map. This water main will be replacing an existing old water line. We hope the inconvenience of this construction will be minimal , but if a specific problem does arise, the following names and numbers are hereby given for your convenience: The Contractor: H.L. Jacobson Jr. Const. Co. 13547 SE 27th Pl . Bellevue WA 98009 Office Phone 747-1157 Emergency Phone 881-8917 Skip Jacobson The City of Renton Utility Engineering 200 Mill Avenue South Renton WA 98055 Days Ron Olsen - Utility Engineer 235-2631 Abdoul Gafour - Inspector 235-2631 This project will be starting Immediately. If you have any questions on this project, please contact the appropriate person. V r y trul y yours . Ronald L. Olsen Utility Engineer :br Attachment ...4�i�•q.c� MNd'Ya�..�.'..�+n£.r,._ �._.iwiea. �R,c, i .....i .. _ . . .... ti IIIIIIIIUfilllllll � i — IIINIIIIIIIIIIIIIII � � • �� �P !•� \ - 'lllllllllllllllllll '��� -�IIIIIIil�IIIII�IIIIII�IIIII - ae ItIIIY �n�:1«� � IINN3ININ ININIIi�III�= � - "''— WIND IIIIlII IIIII INIIIl,1111111= �6M��= IIIIII��IIII IIIINI�CIIIII= ��� ���� IIIINi1lIIIII-IINIII�NIIIII� • NAR ��o�� uununmunro umuuuuuum — '�� �� In1111N1!111111111 111111 Un111111111 1 I I V� • •�� �- Illllllld�dlllllll IIIIIItIIIUltllllll II,IIIIIIIII�I dlllllllll = �,�• � Illlllllilllllllllll�lll lllltl illllllll 111NIlilill I NNIII�iulll�,�C �I� �iii iiiiiiiiliuii'!i!!! III IIl;i,llll �111111{�1�ill,�l� /� °�� i_,,,,,, � n 111,�;111111111116,1�IIII IIIIIIII�,„lU= 0001�d��®° 0n =. Ts am oil a ;l: � i� L .inY Ei':iiCITY OF MENTION ENGINEERING DEPARTMENT "r �►a�4. W-727 Vicinity Map r•��a AGljrfyhFN� l.G�G/L C�c-r /1, sm: W - 7Z7 r LEAVE i4Eb44 As OCT 1 B 1985 RV0srfwfl)1 KING COUNTY TY REAL PROPERTY DIVIS�L n RIGHT OF WAY CONSTRUCTION PERMIT TELEPHONE 3"-3956 ENVIRO 4&W4 ESSMENT PERMIT NO T --JOB NO —.__._—__ ❑ Required a R�`ged-- FRANCHISE NO. 612 KROLL PAGE NO. $�5 ❑ Not Required JJ ❑ Existing Assessment ❑ Replacement DATE .—;.. 2 SECTION:_ 1 0 —TWP. . RANGE_,5 ❑ Categorically Exempt APPLICANT: City of IyPntnn __ PHONENO. — — ADDRESS: -- --ULID NO. ---- -- D „„_„ W _�imflptefk — _BOND AMOUNT —_ i Job DNt:dpUon. EMERGENCY CONTACT PHONE NO.--- Install fire hydrant on N.E.10th Street approx S00' West of 138th S.E. ( just east of Renton City himits (N.E. 10th St . or S.E. 116th) 1 l 1 THIS PERMIT IS FOR KING COUNTY RIGHT OF WAY ONLY GIVE DISTANCE BY STREET OR ROAD WITH AN ON,FROM AND TO DESCRIPTION ALL WATER MAIN E)(TENSIONS MUST HAVE APPROVAL FROM THE FIRE MARSHALL ALL UNDERGROUND UTILITY LINES MUST HAVE A MINIMUM 30"COVER ALL WORK TO BE DONE SUBJECT TO THE APPROVAL OF THE KING COUNTY ROAD ENGINEER The undersigned agrees to Comply wtlh provisions,conditions and requirements contained in the°STandai of good RaciiCP for County Flo.,1 Denanments'published by County Road Administration Board All work to be done in confonoity web conditions and requirements of King County Code627.1324 and 14.44.and The pealiOnMagrees to prOi.with all dilipeneeand speed With oue regard for the rights,Interests and convenieneeol!he public.II al the end of 6 monlr;after issuance or permit the grams s shall not have in operation said utilities,then the rights nereill conferred shall cease and ldlmina,.uniei sp9GIIc written wovislPn9 are made L'a-enewal of exieri The undersigned his successors and assigns,agrees if granted the above permit,to comply win the provisions.conditions,requirements.regulations and recommendations harem Contained and as may apply to any utility franc 1Ise granted the applicant<nd under whose provis.ons same Is Issued.He will respect and protect all property contracts, persons and rights that might be attracted by it. HOLD HARMLESS The Permitted agrees to protect and save King County.Its elected and appointee officials and employeeswhne acting within the scope of their dales as such,harmless from and against all claims,Demands,and causes of action of any kind or character,including the cost of defense thereof arising in favor of the Pmmihee's employees or Third parties on account of personal Injuries,death or damage to properly arising Out of the Ptemisea herein Or in any way resUlllhg from the acts pI ornls3rons of the la nines and/or its agents,Strip ogees or repreSenlallves Signature of Applicant ------------ _ gppticahon RSCawkM __.._l��il��---.- E� —++++-wf-'�3- —___- _ PMmit FN$ ---_-- Permn leawa , �$3 -- — POKM ew.- 11—Miller Clark Dale This application is granted subject to the requiroments and conditions thereof as listed below and on back of page. 1 A county inspector will be assigned to the protect tut Inspection of road restoralwn Costs of inspection appllcableio the protect Ali be reimbursed to the oouny monthly by applicant.Pei mitee is reduiredlo nolify Public Works at 244-0770 or B63-75.50.between 24 and 72 nau:before stanmgwork Failuretogwe none will rasux in me assessment of a one hour Inspection time charge against trial Peff"IM e. 2 All hard elMaced roaoa to be locked W bolted.Exceptbm VAN be on a case by case heels with Ina express permission of Public Works 3. one Way traffic al all limes.Signs and traffic Control Will be in aecondanoe with the manual on uniform traffic contra devices for streets and highways. 4. Asona"to be neat line cut t foot back flour trench Restoll as a minimum snail include 4'of crushad surfacing top Coufseancl 2"asphalt Class or replaced K1 original condition . tt b the resDa>SDIMfY d ire gtanEae to nMiN all utility districts are pprivateDrppeny Moans when such property is Noble 10"Ury a damage thfOugh the pel'lormilli :e 5 of the reSP-jve work. 1�BOOi245555 46 hours in advance for underground utility location.This instruction doe6 hot reltirfe the granted from required notiticatim of 0ourn!y inapectorsp EIP511i per" t. Fri APDroved by .____ _______. MaRapM — ___.__._ ..�.--_.__ 1.6_ County Erlg~ RUE'ORIGINUICANARY dLUNGN/iliTE APPLICANT,PINK.DISTRICT GREEN DISTRICT/Vii PJ DFILE .nit+u'u'.arw+r+.aw+.rrlr.Il..r•...�... . KING COUNTY REAL PROPERTY W RIGHT OF WAY CONSTRUCTION PERMIT TELEPHONE 3"-3956 PERMIT NO. JOB NO. �EW RO NTAtt�L ENT 0 R 03te c ived_ FRANCHISE N0. I KROLL PAGE NO. ❑ Not Required ❑ Existing Assessment DATE SECTION:, TI IP. RANGE ❑ Replacement 13 Categorically Exempt APPLICANT: ` ,Lty of t.LHntoT: PHONE NO. ADDRESS: _-_ -111"T Nill 'lverra- --__—__ULID NO. -- frY n .nil- "A QN017 BOND AMOUNT— Job DaaeripNon: EMERGENCY CONTACT PHONE NO. Inst.:Ill approximately 584' Of 12' W'Ater main an 87th Av. S. I . at 11axlor Place NIP h continue to 5. 122M Street. Tnatrll an it •,ater ! illi.n on S. 122n4 Street I`m, 47th 5. east , Mace ivy' approximately 7371 , Thence South on Linrl AvL-. to R�ntay:: THIS PERMIT 15 FORKING COUNTY RIGHT OF WAY ONLY GIVE DISTANCE BY STREET OR ROAD WITH AN ON.FROM AND TO DESCRIPTION ALL WATER MAN EXTENSION$MUST HAVE APPROVAL FROM THE FIRE MARSHALL ALL UNDERGROUND UTILITY LINES MUST HAVE A MINIMUM 30`COVER ALL WORK TO BE DONE SUBJECT TO THE APPROVAL OF THE KING COUNTY ROAD ENGINEER The undersigned agrees t0 Comply With provisions.Conditions and requirements conlamed in the',Standards Of Good Practice for Coui Road DPParlinsi Published by County Road Administration Board All WOrk to be done in tonfurenly w th conditions and requirements Of King County Code 627.13.24 and 14.44,and the petitioner agrees IOP"@C.UtewithSh dibgenceand speed with due regard fort"rights.Interests and convenience of the public, It at file end of 6 months after issuance of psrmn the grantee shall not have in operation said utilities,then the rights herein conlerrW shall Cause and terminate unless SDeipic written provisions ate made for a renewal or extension The undersigned,his successors and assigns,agrees if granted the above Permit to comply With the prowsions.conditions.requirements.regulations and recommentlatnns herein contained and as may apply to any utility franchise granted the applicant and under whose provisions same Is issued He All respect and project all prop"contraCt3, persons and rights thal might be affected by it. HOLD HARMLESS:The Peminee agrees to prolect and save King County,its elected and appointed officials and employees wntis acting within the Scope of then duties as such,harmless from and against all claims.demands.and Causes of action of any kind Or character,Including the cost of defense thereof arising in favor Of the Perminee s OMPIOV06S or third parties on account of Personal injuries,death or damage to Property arising out of the promises nerom or in any way reauRing from In*acts or ormseions of It* Penninse and)oi its agents,employees or representatives. Signature of APPacanl Application RecewW ---r. ErRarnOParme fans ._- _.._ Permit Issued - Dave Parma Clark This application is granted subject to the requirements and conditions thesal as listed below,and on back of page I. A countylnspeclor will be assigned to mot project lot lnspeluon of road as10ra6on Costs of Inspection apflicable In the prdlaCl will bereenbursad to fhe CAUnly monthly by applicant Perminee is require}to nolity Public Works at 244-0770 or 883 7530.between 24 and 72 nnurs Mstaesta ungwork.Failure togive nohtew4l Ni in the assessment of a one hour inspection time charge against the pemutee ?. All hard surfaced roads to be lacked or bored.CXCePNOhs Will be On a Case by case basis with the express permissNn of Public Works. 3. One wary traffic at all times Signs and traffic control will be in accordance With the manual on uniform traffic control devices for streets and highways 4. Asphalt rr be neat line Cut l tool back from french.Restoration as a minimum shall include 4'of crushed surfacing top course8nd 2"asphaltclass'8 or replaced loongmal condtbot. 5 „b trta d rha gprantee tonp1IryMI DMay dk1l1tts and private PrOOi O"I'S when KM Property M Each to injury or I:artlapatllsigo 1M PMIOrnaailoe Of fllaf M11141pk 1 N424555546 h0LRa In fldwar%*for underground utility loation.1pla Yla(rardsin d7aa not taliava the granfaa hplEl111160afirn0tltklatxxl of cc{alty MrParigOraY41aP1r%idr�Xr'-7 AWrovedM _._�_jIr"J'_'.`�.'_QAs _V._/-'"F' 'r7-ai�51o•k�'j``r Merrill Coumv Erplilesr aWE OMGINAL'CANARY BILLING WHITE APPLICANT h PINA DISTRiCTi GRE EN DIStRICTi WHITE ROAD FILE SPEED LETTER vw(a CoN"T1 OIL)OA,:eCn VIN(, eONN-`r /,j�yy,Nl . TO: YZ00m �I . DATE: l' ICn A (p o PROJECT: w'' 727 SUBJECT: PonISTn,ucTlo+� �t•n,^+ I r — ATTVV 61i.L. 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'� '�f,� 1 �`�I:Y ['.<1, '-.%{�,[ I f �� y •-' I , , \� •� ` //� �1 d OF R,C-ti , y z PUBLIC WORKS DEPARTMENT DESIGN/UTILITY ENGINEERING 111 235-2631 MUNICIPAL BUILDING 200 MILL AVE.$O. RENTON,WASH 9w" P P TED SEPSEM�� BARBARA Y. SHINPOCH MAYOR September 7, 1984 Dear Occupant This is to inform you that the City of Renton will be installing a water main in : 87th Ave. S. frcm Taylor P1 . NW to NW 7th St. NW 7th St. From 87th Ave. So. to Taylor Ave. NW Lind Ave, IM from NW 7th St. to 335 St. South As shown on the attached map. This water mair will be replacing an existing old water line. We hope the inconvenience of this construction will be minimal, but if a specific problem does arise, the following names and numbers are hereby given for your convenience: The Contractor: H.L. Jacobson Jr. Const. Co. 13!47 SE 27th Pl . Be :levue WA 98009 Of'ice Phone 747-1157 Emergancy Phone 881-8917 Skip Jacobson The City of Renton Utility Engineering 200 Mill Avenue South Renton WA 98055 Days Ron Olsen - Utility Engineer 235-26"1 Abdoul Gafour - Inspector 235-2631 This protect will be starting immediately. If yoo have any questions on this protect, please contact the appropriate persot;. Ve`rr t�ru�ly yours Ronald L. 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